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Home My WebLink About2262 AVENIDA MAGNIFICA; ; CB121333; Permit04-23-2013 City of Carlsbad 1635 Faraday Av Carlsbad.CA 92008 Commercial/Industrial Permit Permit No Building Inspection Request Line (760) 602-2725 CB121333 Job Address Permit Type Parcel No Valuation Occupancy Group Project Title 2262 AVENIDA MAGNIFICA CBAD COMMIND 1672503800 $250,290 00 Sub Type COMM Lot# 0 Construction Type 5A Reference # Status Applied Entered By Plan Approved Issued Inspect Area Plan Check # ISSUED 07/13/2012 MDP 04/23/2013 04/23/2013 EAVES AT CARLSBAD DEMO EXISTING POOL STRUCTURE AND BUILD NEW 3000 SF TWO STORYLEASING FACILITY AND FITNESS CENTER Applicant CHRISTENSEN, HARVEY Owner 3973 CAMINITO AMPARO 92122 858 450-9292 Building Permit $1,287 54 Meter Size Add'l Building Permit Fee $0 00 Add'l Reel Water Con Fee $0 00 Plan Check $901 28 Meter Fee $0 00 Add'l Building Permit Fee $0 00 SDCWA Fee $0 00 Plan Check Discount $0 00 CFD Payoff Fee $0 00 Strong Motion Fee $52 56 PFF (3105540) $4,555 28 Park Fee $0 00 PFF (4305540) $4,204 87 LFM Fee $0 00 License Tax (3104193) $0 00 Bridge Fee $0 00 License Tax (4304193) $0 00 BTD #2 Fee $0 00 Traffic Impact Fee (3105541) $2,371 20 BTD #3 Fee $0 00 Traffic Impact Fee (4305541) $2,188 80 Renewal Fee $0 00 PLUMBING TOTAL $206 00 Add'l Renewal Fee $0 00 ELECTRICAL TOTAL $180 00 Other Building Fee $335 28 MECHANICAL TOTAL $83 00 Pot Water Con Fee $0 00 Master Drainage Fee $0 00 Meter Size Sewer Fee $1,111 44 Add'l Pot Water Con Fee $0 00 Redev Parking Fee $0 00 Red Water Con Fee $0 00 Additional Fees $0 00 Green Bldg Stands (SBl473) Fee $8 00 HMP Fee $0 00 Fire Expedidted Plan Review $947 50 Green Bldg Standards Plan Chk TOTAL PERMIT FEES $18,432 75 Total Fees $18,432 75 Total Payments To Date $18,432 75 Balance Due. $0 00 Inspector INALAPPROVAL Date //- V-/? Clearance NOTICE Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively refenred to as "fees/exactions" 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 nght 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 vou have previouslv been given a NOTICE similar to this, or as to which the statute of limitations has previously othenwise expired 04-23-2013 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Storm Water Pollution Prevention Plan (SWPPP) Permit Permit No 8W120301 Job Address Permit Type Parcel No Reference # CB# Project Title 2262 AVENIDA MAGNIFICA CBAD SWPPP 1672503800 Lot# CB121333 EAVES @ CARLSBAD DEMO EXISTING POOL STRUCTURE AND BUILD NEW 3000 Priority M Status Applied Entered By Issued Inspect Area Tier Applicant CHRISTENSEN, HARVEY Owner ISSUED 07/13/2012 JMA 04/23/2013 1 3973 CAMINITO AMPARO 92122 858 450-9292 Emergency Contact ROB SALKOVITZ 949-955-6220 SWPPP Plan Check SWPPP Inspections Additional Fees $50 00 $210 00 $0 00 TOTAL PERMIT FEES $260 00 Total Fees $260 00 Total Payments To Date $260 00 Balance Due. $0 00 FINAL APPROVAL SIGNATURE THE FOLLOWING APPROVALS REQUIRED PRIOR TO PERMIT ISSUANCE <Q^NNING ^^^B^NGINEERING BUILDING ^gJnRE ^^llEALTH • HAZMAT/APCD ^ CITY OF CAR' ^^'^ JOBADDRESS Building Perniit Appiication 1635 Faraday Ave , Carlsbad, CA 92008 760-602-2717 / 2718 / 2719 Fax 760-602-8558 ^^O^^L^^^^^^^^^^w^^artebadca gov *d2€^VENiDA MAGNIFICA, CALSBAD, CA. SUrrE#/SPACE«/UNIT# Plan Check No. CL 1^ \^'' -iZ* Est.Value7^S;Q^-Z'70.. Plan Ok. Peposit Pate 7//3/7Z^ SWPPP 167 250 00 CT/PROJECT # TYLOR Fia PHASE* # OF UNn'S 444<U » BATHROOMS NEWPOa TENANT BUSINESS NAME CONSTR TYPE 92660 OCC GROUP B DESCRIPTION OF WORK Include Squaie Feet of Affected Areafs; CONSTRUCT NEW TWO STORY WOOD FRAME LEASING OFFICE/FITN&SS BUILDING riKE EXISTING USE N/A PROPOSED USE OFFICE/GYM GARAGE (SF) N/A PATIOS (SF) N/A DECKS (SF) N/A FIREPLACE YEsr~i# Nofn AIR CONDITIONING YES [7]NO • FIRE SPRINKLERS YEsPTlNOfn APPLICANT NAME (Primary Contact) EMAIL harvey@hscarch.com tylor_fisher@avalonbay.cor PROPERTY OWNER NAME AVALON BAY COMMUNITIES CONTRACTOR BUS NAME AVALON BAY COMMUNITIES ADDRESS 4440 VAN KARMAN ADDRESS 4440 VAN KARMAN CITl' NEWPORT BEACH STATE CA ZIP 92660 NEWPORT BEACH STATE CA 92660 PHONE 949 955-6200 FAX PHONE 949 724-9238 949 955-6201 FAX 949 724-9238 EMAIL tvlor_fisher@avaionbay.com EMAIL tylor_fisher@avalonbay.com ARCH/DESIGNER NAME & ADDRESS HARVEY CHRISTENSEN 3973 CAM STATE UC # C7391 719040 B CITY BUS UC# (Sec 70315 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 is licensed pursuant to the provisions ofthe Contractor s License Law (Chapter 9, commenaingwith Section 7000 of Division 3 ofthe Business and Professions Code) or that he is exempt therefrom, and the basis for the alleged exemption Any violation of Section 70315 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500)) Workeis' Compensation Declaration / hereby affimi underpenalty ofpeijury one ofthe follomng declarations • I have and Will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the perfonnance of the work for which this permit is issued • I Kave and will maintain workers' 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 camer and policy Policy No Expiration Date numberare InsuranceCo. This section need not be completed if the perniit is for one hundred doliars ($100) or less I I Certificate of Exemption I certify that in the performance of the wotk for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Wori<ers' Compensation Laws of California WARNING Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to cnmmal penalties and civil fines up to one hundred thousand doliars (&100,000), in addition to the cost of compensation, damages as provided for m Section 3706 of the Labor code, interest and attomey's fees JS^ CONTFACTOR SIGNATURE • AGENT DATE ®ffi!?(21ll(e=GQ00ll®[iE ®BStt.^B^'if'O®GS / hereby affinn that I am exempt from Contractor's Ucense Law for the following reason I I I, as owner of the property or my employees wrth wages as their sole compensaton, will do the work and the stmcture is not intended or offered for sale (Sec 7044, Business and Professions Code The Contractoi'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 bunjen of proving that he did not build or improve for the puipose of sale) 1^ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec 7044, Business and Professions Code The Contractor's License Law does not apply to an owner of ' property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law) I [ I am exempt under Section. .Business ^gS'pROPERTY OWNER SIGNATURE issions Code for this reason 1 I personally plan to provide the major labor ajxTmatenalE for constmction of the proposed property improvement •Yes \y^o 2 l^fia^)^have not) signed an applicatonjwi building Eiemirt for the proposed work 3 I have contracted with the following poson (firni) to provide the proposed constraction (include name address / phone / contractors' license number) 4 I plan to provide portions of the woiy; but I have hirafl the following person to coordinate, supen/ise and provide the major wort( (include name / address / phone / contractors' license number) 5 I will provide some of the wori(, bi/l have contraqled (hirgijf the following persons to provide the work indicated (include name / address / phone / type of wori() •AGENT DATE Is the applicant or future building occupant required to submit a business plan, acutely hazardous matenals registration form or nsk management and prevention program under Sections 25505,25533 or 25534 of the Presley-Tanner Hazardous Substance Account AcP Yes No Is the applicant or future building occupant required to obtain a pemirt from the air pollution control district or air quality management distncf Yes No Is the facility to be constracted 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 (§®C!)8'i?EQD(§'i?Q®CS CLBGOeOO!)® ^(SSCSCgV I hereby affinn that there is a construction lending agency for the performance of the work this permit is issued (Sec 3097 (i) Civil Code) Lender's Name Lender's Address I ceitiV that I have read the applicaton and state tt s above infonnation is conect and that the infbnnaton on the plans is accurate. I agiee to complywith all 0^ oidmances and State laws lelatng to building constnicton I heieby authonze repiesentative of the City of Oartebad to ent^ upon the above mentioned propeity tor inspecbon purposes I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTSjZOSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CfTY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT OSHA. An OSHA permit is requred for exjjavations over 5'fffleep and demolition or construction of sliuctures over 3 stones in height EXPIFiATION Every permit issued by thpBuilding OfliciaLjMer the provisions of this Code shall expire by limitation and become null and void if the building or vwik authonzed by such peimif s not commenced within 180 days from the date of such pemnit «lr if the building ortyrfrk authonzed by such perniit is suspended or abandoned at any tme after the woik is commenced tor a penod of 180 days (Secton 106 4 4 Unifomi Building Code) ^€5"APPLICANT'S SIGNATURE/ yw}^' DATE STOP: THIS SECTION NOT REQUIRED FOR BUILDING PERIVIIT ISSUANCE. Complete the following ONLY If a Certificate of Occupancy will be requested at final Inspection. FICATE OCCUPANCY merclal Projects Only Fax (760) 602-8560, Email www buildinq(S)carlsbadca gov or Mail the completed fom to City of Carlsbad, Building Division 1635 Faraday Avenue, Carlsbad, California 92008 C0#: (Office Use Only) CONTACT NAME TYLOR FISHER OCCUPANT NAME ADDRESS 4440 VAN KARMAN BUILDING ADDRESS CITY STATE NEWPORT BEACH CA ZIP 92660 STATE ZIP Carlsbad CA PHONE 949 955 6201 FAX tylor_fishe(@avalonbay com OCCUPANT'S BUS UC No DELIVERY OPTIONS PICK UP CONTACT (Listed above) OCCUPANT (Listed above) CONTRACTOR (On Pg 1) MAILTO / CONTACT (Listed above) (XJCUPANT (Listed above) CONTRACTOR (On Pg 1) MAIL/FAX TO OTHER ASSOCIATED CB#- NO CHANGE IN USE / NO CONSTRUCTION CHANGE OF USE / NO CONSTRUCTION >ef APPLICANT'S SIGNATURE DATE 1635 Faraday Ave , Carlsbad, CA 92008 Inspection List Permit* CB121333 Date 11/01/2013 10/31/2013 10/31/2013 10/30/2013 10/30/2013 10/28/2013 10/28/2013 Inspection Item 89 Final Combo 89 Final Combo 89 Final Combo 89 Final Combo 89 Final Combo 89 Final Combo 89 Final Combo Type COMMIND COMM Inspector Act PB PB PB PB AP NR Rl Rl NR NR Rl 10/25/2013 55 Fence/Pre-Plaster -Rl 10/25/2013 55 Fence/Pre-Plaster PB NR 10/25/2013 59 Final Pool -Rl 10/25/2013 59 Final Pool PB NR 10/17/2013 67 Veneer/Brick/Stone PB AP 10/15/2013 89 Final Combo PB NR 10/10/2013 89 Final Combo PB CA 09/20/2013 39 Final Electrical PB AP 09/18/2013 32 Const Service/Agricultural PB NR 09/16/2013 32 Const Service/Agricultural PB NR 09/13/2013 39 Final Electncal PB CA 08/26/2013 62 Steel/Bond Beam PB AP 08/23/2013 17 Interior Lath/Drywall PB AP 08/20/2013 16 Insulation PB AP 08/20/2013 18 Exterior Lath/Drywall PB NR 08/16/2013 84 Rough Combo PB AP 08/15/2013 14 Frame/Steel/BoltingA/Veldin PB NR 08/15/2013 18 Extenor Lath/Drywall PB NR 08/12/2013 84 Rough Combo PB NR 08/05/2013 61 Footing PB AP 08/02/2013 11 Ftg/Foundation/Piers PY CA 07/29/2013 21 Underground/Under Floor PB AP 07/29/2013 31 Underground/Conduit-Wirin PB AP 07/26/2013 21 Underground/Under Floor PB CA 07/23/2013 21 Underground/Under Floor PB AP 07/23/2013 31 Underground/Conduit-Winn PB AP 07/22/2013 21 Underground/Under Floor PB NR 07/22/2013 31 Underground/Conduit-Winn PB NR 07/19/2013 31 Underground/Conduit-Wirin PB AP 07/19/2013 43 AirCond/Furnace Set PB WC 07/18/2013 31 Underground/Conduit-Winn PB NR 07/15/2013 11 Ftg/Foundation/Piers PB AP 07/11/2013 66 Grout PB AP 07/08/2013 66 Grout PB AP 06/28/2013 11 Ftg/Foundation/Piers PB PA 06/28/2013 51 Excav/Steel/Bonding/Fence PB WC EAVES AT CARLSBAD DEMO EXISTING POOL STRUCTURE AND Comments AM PLS AM PLS LATE AM/FIRE TO SIGN CARD EARLY AM PM PM Monday, November 04, 2013 Page 1 of 2 06/27/2013 21 Underground/Under Floor PB AP 06/11/2013 21 Underground/Under Floor PB AP 06/11/2013 23 Gas/Test/Repairs PB AP 04/08/2013 13 Shear Panels/HD's PB AP 04/08/2013 15 Roof/Reroof PB AP Monday, November 04, 2013 Page 2 of 2 Oct 28. 2013 9:06AM No. 7799 P. ^ CITY O' CARLSBAD Building Division INSPECTION RECORC a IMSPECTION RECORD CARD WITH APPROVfiD PLANS MUST BE KEPT ON THE JOB 0 CALL BEFORE HajLBffl FOR NgXT WORK PAY INSPECTIOr m FOR BUILDING INSPECTION CALL: 760'602'272S on GO TOt www.Carkbatica.g9y/BuildiMa AND CLICK ON 'Request inipectlon" CB121333 2262 AVENIDA MAGNIFICA EAVES AT CARLSBAD DEMO EXISTING POOL STRUCTURE AND BUILD NEW 3000 SF TWO STORYLEASING FACILITY AND FITNESS CENTER COMMIND COIWIM HfeCOWCOPY THE FOLLOWING (CHECKED) APPROVALS ARE REOUIRED PRIOR TO REQUESTINa A FINAL BUILDING IMSPECTION If you have jiiii;,L|i.ieslions please call llie applicable divisions al liie phone numheis piovided belovj Afler all required ripprovals are signed off- fax lo 760-602-8560, email to bldcilnspectionslScarlshadca.Qov or briiK) in a COPY of this cnrd lo: 1(535 Faraday Ave., Carlsbad, OA 9200B. Building Inspeclors can be icfiched .?it 760-602-2700 belween 7:30 arn - y:UO am Ibe day of your inspection. Required for Final if Checked Date Inipector Notes Qptanning/Landscape Or> 760.944-6«3 Allow 49 hours • /M&I (Enalneenng InspMtloni) ijO r60438n3B71 "ll before 2 pm M Flro Prevention 760-602-4660 Allow 48 hours f/icwipc jOMCk&j r^x^ • a BUILDING FOUNDATION REINFORCED STEEI MASONRY QhOUT • WAIL DRAINS TILT PANELS POUH STRIPS nt^ ELECTRICAL lk • ELECTRIC UNDERQROUND aUFER /"^^^'j ROUQH ELECTRIC WAUS ROUan ELECTRIC CEILINO • ELECTRIC SERVICE • TEMPORARY P RONDINQ • POOL PHOTOVOLTAIC |f COLUMN F00TIN6S FINAL SUbFRAME • FLOOR DCEIUNG ROOFSHEATNINQ EXT. SHEAR PANELS FRAME INSULATION EXTERIOR L4TH INTERIOR LATH & DRYWALL 5 FINAL OCCUPANCY PLUMBING /MECHANICAL UNDERQROUND DUCTS & PIPINQ • DUCT ft PLENUM DRErPIPINQ HEAT-AIR COND, SYSTEMS VENTILATION SYSTEMS FINAL I 5 REvanoiz SEE BACK FOR SPECIAL NOTES Oct. 28, 20 1 3 9:06AM No. 7799 P. 2 Section 5416. Health and Safety Cod$, State of^ ^ (a) There shall be nol less than one water closet for each 20 employees or frac construction job site The water closet shall consist of a patented chemical type toi \ < (b) For the purpose or this section the term construction site shall mean the location building is In progress. (c) A violation of this section shall constitute a misdemeanor. All construction or woric for which a permit is required shall be subject lo inspection shall remain accessible and exposed for inspeclion purposes until approved by the i beyond the point indicated in each successive inspection wilhoul first obtaining the s DATE ADDITIONAL NOTES ^^^^ /r//j//i^ TTR 0L 7fM f ^^^^ /^/9% T^cr ^ f/^uj?£/£, r-/^/A /yjuaj:^ fife Pto^oefl\iCW t?<S>OD fii^icoiUU. Southwest Inspection and Testing, Inc. 441 Commercial Way, La Habra, Ca 90631 (562) 941-2990 • (714) 526-8441 • Fax (562) 946-0026 EGISTERED INSPECTOR'S DAILY REPORT SWIT Job No 130174 Date 7-12-13 TYPE OF • Reinforced Concrete • Structural Steel Assembly • Quality Control INSPECTION g] Post Tensioned Concrete • Fire Proofing • Other REQUIRED • Reinforced Masonry • Asphalt Job Address » x Crty ^ , , . 2262 Ave IVIagnifica ^ Carlsbad Job Name _ Eaves Pemnit No 333 Issued By Type of Stmcture Architect „ Squire Material Descnption (type, grade, source) Engineer „ , Babayan Contractor JG Inspector's Name _ , „ Tduff Subcontractor 3^^^^ coast TESTS PERFORMEb TYPE OF SAMPLE SLUMP QUANTITY IN SET ADDITIONAL REMARKS ON SAMPLE Grout 9 4 3x6 cubes INSPECTION SUMMARY - LOCATIONS OF \NORK INSPECTED TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS REMARKS, ETC INCLUDES INFORMATION ABOUT - AMOUNTS OF MATERIAL PLACED OR WORK PERFORMED, NUMBER. TYPE & IDENT NOS OF TEST SAMPLES TAKEN STRUCT CONNECTIONS (WELD MADE H T BOLTS TORQUED) CHECKED ETC Verified the placement of appox 10 yards of grout @ tlie following location ^Mpid^t east to west wall and 2nd lift north to south wall around fitness center and bathrooms Cast one grout box per every fithy yrds Ali consolidation was done with mechanical vibrator. Mix used was RS200048 PSI All work was done per plans and spec, unless other wise noted CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT 1 HAVE OBSERVED TO THE BEST OF MY KNOWLEDGE ALL OF THE ABOVE REPORTED WORK UNLESS OTHERWISE NOTED I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS, SPEQIFICATION AND APPUCABLE SECTION THE GOVERNING BUILDING LAWS CONTINUED ON NEXT PAGE • PAGE SIGNATURE OF REGISTERED I 5234533-92 SPECIALTY NO AGENCY Southwest Inspection and Testing, inc. 441 Commercial Way, La Habra, Ca 90631 (562) 941-2990 • (714) 526-8441 • Fax (562) 946-0026 ^PE GISTERED INSPECTOR'S DAILY REPORT SWIT Job No Date OF INSPECTION REQUIRED • Reinforced Concrete r~l Post Tensioned Concrete 91 Reinforced Masonry • Structural Steel Assembly • Fire Proofing • Asphalt • Quality Control n Wood Framing • Other Job Address City Job Name Permit No Issued By Type of ^uc^^^^ ^/jfjC^/^f^ Architect Material Description (type, grade, source) > ^ i Engineer Contractor Inspector's Name Subcontractor TESTS PERFORMED TYPE OF SAMPLE SLUMP QUANTITY IN SET ADDITIONAL REMARKS ON SAMPLE INSPECTION SUMMARY - LOCATIONS OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRES; REMARKS ETC INCLUDES INFORMATION ABOUT - AMOUNTS OF MATERIAL PLACED OR WORK PERFORMED, NUMBER, TYPE & IDENT NO'S O TEST SAMPLES TAKEN STRUCT CONNECTIONS (WELD MADE H T BOLTS TORQUED) CHECKED, ETC ft ^ ^i^C0^^^i^^^ jyrS^^^^^G^e^f c^<:^^M7aj^ /^^-je^aE^^'U^f— <^QurT4 ^~^Ar^ 3C^^^^M^''4^ IQ^T^^^ CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE OBSERVED TO THE BEST OF MY KNOWLEDGE ALL OF THE ABOVE REPORTED WORK UNLESS OTHERWISE NOTED I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS, SPECIFICATION AND APPLICABLE SECTION OF THE GOVERNING BUIVJllNG LAWS CONTINUED ON NEXT PAGE • PAGE OF TIME IN TIME OUT SAMPLES SIGNATURE OF REGISTERED INSPECTOR > SPECIALTY AGENCY Approved By Project Superintendent White - Office Copy • Canary - Accounting Copy • Pink - Inspector's Copy • Goldenrod - Jobsite Copy EsGil Corporation In (Partnerslitp wttfi government for (BuiCdtng Safety DATE JAN. 14, 2013 • APPLICANT Ca^JURiS JURISDICTION CARLSBAD • PLAN REVIEWER • FILE PLAN CHECK NO 12-1333 SET V PROJECT ADDRESS 2262 AVENIDA MAGNIFICA PROJECT NAME EAVES AT CARLSBAD XI The plans transmittecJ herewith have been corrected where necessary and substantially comply With the junsdiction's building codes I I 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 I I The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck I I The check list transmitted herewith is for your information The plans are being held at Esgil Corporation until corrected plans are submitted for recheck I I The applicant's copy of the check list is enclosed for the junsdiction to fonward to the applicant contact person I I The applicant's copy of the check list has been sent to HARVEY CHRISTENSEN AIA AAAQ) VAN KARMAN, NEWPORT BEACH, CA 92660 IXI EsGll Corporation staff did not advise the applicant that the plan check has been completed I I EsGil Corporation staff did advise the applicant that the plan check has been completed Person contacted HARVEY Telephone # 9^19 ^50 9292 Date contacted (by ) Email Harvev(5)hscaroh com Fax # 949 72'1-9238 IVIail Telephone Fax In Person ^ REMARKS Two complete sets of revised, stamped & signed plans are being transmitted herewith to replace the slip sheets. By ALI SADRE (FOR GA) Enclosures EsGll Corporation • GA • EJ • PC 1/14 9320 Chesapeal^e Dnve, Suite 208 • San Diego, California 92123 • (858)560-1468 • Fax (858) 560-1576 EsGil Corporation Jn PartnersHip witfi government for (Butfding Safety DATE Dec 14, 2012 JURISDICTION CARLSBAD PLAN CHECK NO 12-1333 SET V PROJECT ADDRESS 2262 AVENIDA MAGNIFICA PROJECT NAME EAVES AT CARLSBAD The plans transmitted herewith have been corrected where necessary and substantially comply With the junsdiction's 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 I I The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck I I The check list transmitted herewith is for your information The plans are being held at Esgil Corporation until corrected plans are submitted for recheck I I The applicant's copy of the check list is enclosed for the junsdiction to forward to the applicant contact person. I I The applicant's copy of the check list has been sent to ^ EsGll Corporation staff did not advise the applicant that the plan check has been completed I I EsGll Corporation staff did advise the applicant that the plan check has been completed Person contacted Date contacted (by ) Email Mail Teleplione Fax In Person Kl REMARKS Only slip-sheets (sheets SD-1, SD-2, SD-4, C-3 and S-1) were provided in the Set IV Plan package to be added to the Set III package. And only slip-sheets (sheets A2, A4, A5, S-1, S-2, SD-4, M.2, PO.1, and P1.0) were provided in the Set V Plan package to be added to the Set IV package. Also all sheets of plans need to be signed by the responsible designers. All to be done at the building counter before permits are issued. By Glen Adamek Enclosures EsGil Corporation 13 GA • EJ • PC 11/28/2012 9320 Chesapealce Drive, Suite 208 • San Diego, California 92123 • (858)560-1468 • Fax (858) 560-1576 EsGil Corporation In (Partnersfiip witfi government for (BuiCding Safety DATE Dec 4, 2012 OAEELIX^NT (d'AJRis3 JURISDICTION CARLSBAD •"PCANREVIEVVER • FILE PLAN CHECK NO 12-1333 SET IVa PROJECT ADDRESS 2262 AVENIDA MAGNIFICA PROJECT NAME EAVES AT CARLSBAD I I The plans transmitted herewith have been corrected where necessary and substantially comply With the junsdiction's codes I I The plans transmitted herewith will substantially comply with the junsdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff I I The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck X The check list transmitted herewith is for your information The plans are being held at Esgil Corporation until corrected plans are submitted for recheck I I The applicant's copy of the check list is enclosed for the junsdiction to forward to the applicant contact person X The applicant's copy of the check list has been sent to HARVEY CHRISTENSEN AIA 4440 VAN KARMAN, NEWPORT BEACH, CA 92660 I I EsGll Corporation staff did not advise the applicant that the plan check has been completed IX EsGll Corporation staff did advise the applicant that the plan check has been completed Person contacted HARVEY Telephone # 949-450-9292 Date contacted i2bfl2.(by j^vc, ) Email Harvev(5)hscarch com Fax # 949-724-9238 6 IVIaih^ Teleptione Fax-^ In Person X REMARKS Only responses for FARD enq/neer/nq and Harvey Squire Christensen on the item #77 for Roof Truss layouts at location ofthe FC-1 in the attic space for this review. Only slip-sheets (sheets SD-1, SD-2, SD-4, C-3 and S-1) were provided in the Set IV Plan package to be added to the Set III package. And Set III is missing the sheet P0.1. Please correct. By Glen Adamek Enclosures EsGll Corporation lEl GA • EJ • PC 11/28/2012 9320 Cliesapeal<e Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 CARLSBAD 12-1333 Dec 4, 2012 NOTE: The items listed below are from the previous correction list These remaining items have not been adequately addressed. The numbers ofthe items are from the previous check list and may not necessarily be in sequence. THE NOTES IN BOLD UNDERLINED FONT ARE CURRENT REMAINING ITEMS. • GENERAL 1 Please make all corrections, as requested in the correction list Submit FOUR new complete sets of plans for commercial/industnal projects 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 Corporation and the Carlsbad Planning, Engineenng and Fire Departments 2 Bnng one corrected set of plans and calculations/reports to EsGil Corporation, 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, Engineenng and Fire Departments NOTE Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineenng and Fire Departments until review by EsGll Corporation is complete 2 All Sheets of plans need to be signed by the responsible designers. . STRUCTURAL 3 Submit a letter to EsGil from the soils engineer confirming that the foundation/ grading plan and spec's, have been reviewed and that it has been determined that the recommendations in the report are properlv incorporated into the plans. • ADDITIONAL 4 Please see attached for P/M/E & HC items 5 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 The junsdiction has contracted with Esgil Corporation 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 Glen Adamek at Esgil Corporation Thank you CARLSBAD 12-1333 Dec 4, 2012 PLUMBING AND MECHANICAL CORRECTIONS PLAN REVIEWER: Glen Adamek GENERAL AND ARCHITECTURAL PME ITEMS 60 Each sheet of the plans must be signed by the person responsible for their preparation, even though there are no structural changes, before the permits are issued Business & Professions Code The final set of corrected drawings to be reviewed for signing & sealing just before the permits are to be issued. 61 The Citv Building Official to review evidence of Health Department approval for proposed changes in the restrooms (and new or relocated pool equipment) serving the existing public swimming pool and the gas fire spa heater location being served by the gas system for the new building. PLUMBING (2010 CALIFORNIA PLUMBING CODE) 67 The sheet A-7 still does not show the slope of the 4 inch gutters and the spacing and sizes ofthe downspouts. The rainwater drainage svstem to be reviewed when the complete detail and calculations are provided. Sheet A- 7 does not include sizing calculations for the room gutters and downspouts. Please show gutter slopes and locations and sizes of downspouts and the rainfall rate used for the sizing. Include the mam and overflow roof drainage design Roof area, rainfall rate, pipe sizing, and dram locations on the plans UPC 1105 0 68 The plans still do not include construction plans for the foundation, roof framing and beams and connection details for the roof over the shower shown on sheet A-7 and detaii 9 on sheet DA2. Please correct. No construction drawing provided for the proposed "Roof over the outdoor shower" (as noted on sheet A-3 in West Elevation). Please provide. Please detail how rainwater is to be kept out of the outdoor shower draining to the sewer The serving sewer agency must review any proposed rainwater to the sewer system Please provide a letter from the serving sewer agency 70 No new sheet P-1 provided. Please provide a plumbing site plan showing the proposed location ofthe gas fired spa heater and the gas line route from the gas meter to the spa heater. Please show on the site plumbing plans the location ofthe public gas meter and the spa heater and show the proposed gas piping matenals then check the developed lengths used in the gas line sizing calculations 71 As per response provided a new gas line is beincj provided to the existing Spa Heater from the new buildinci. And no sheet P-1 provided showing the new gas line and the required sediment trap at the new gas line connection to the existing Spa heater. Please correct. No gas piping sediment trap shown for the Spa Heater. Include the gas piping sediment trap installed downstream of the appliance shutoff valve as close to the inlet ofthe appliance as practical UPC 1212 7 CARLSBAD 12-1333 Dec 4, 2012 73 Please provide the corrected Plumbing General Notes and Plumbing Schedules. The sheet P0.1 has been removed and the Plumbing General Notes and Plumbing Schedules have been removed. Please provide complete plumbing drawings. The Plumbing Equipment Schedule on sheet PO.1 shows the tempering valve (Mixing Valve MV-1) set at 120 degrees F. This is more than the maximum 110 degrees F required per CPC, Section 413. Please correct. Descnbe the method of compliance for temperature limitations for the public use lavatories (limited to 110 degrees) Note The water heater thermostat may not be used for compliance with this Code section CPC 413 Energy Standards 113(C)3 Please correct the plumbing of Mixing Valve MV-1 as per the following MECHANICAL (2010 CALIFORNIA MECHANICAL CODE) 77 The truss layouts shown on sheet S-3 and detail 4 on sheet M.2 can not use the standard trusses for roof ridge and hip svstem shown on roof plans. Please provide special truss data for reguired trusses where the FC-1 is located in the attic. No response provided. Please correct the truss framing in the area where the FC-1 is located. Detail the clearances between trusses and truss webs and detail how roof levels and ridges can be done without girder trusses and hip truss sets. Note: the FC-1 will not fit in the areas with girder trusses and hip truss sets. Detail the required access to the Appliances as per UMC Section 304 0 "Appliances shall be accessible for inspection, service, repair, and replacement without removing permanent construction " Clearly show the sizes and the units And show route to the extenor Please please detail service clearances and required attic access clearances (Truss webs and truss spacing and attic headroom seem to be too small) Note: If you have any questions regarding this Plumbing and Mechanical plan review list please contact Glen Adamek at (858) 560-1468 To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans EsGil Corporation In (Partnersfiip witfi government for (BuiCding Safety DATE AUG. 31, 2012 • APEUgANT • (^URIS^ JURISDICTION CARLSBAD • PLAN REVIEWER • FILE PLAN CHECK NO 12-1333 SET II PROJECT ADDRESS 2262 AVENIDA MAGNIFICA PROJECT NAME EAVES AT CARLSBAD I I The plans transmitted herewith have been corrected where necessary and substantially comply With the junsdiction's codes I I The plans transmitted herewith will substantially comply with the junsdiction's codes when minor deficiencies identified below are resolved and checked by buildmg department staff I I The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck X The check list transmitted herewith is for your information The plans are being held at Esgil Corporation until corrected plans are submitted for recheck PLEASE SEE BELOW I I The applicant's copy of the check list is enclosed for the junsdiction to forward to the applicant contact person X The applicant's copy of the check list has been sent to TYLOR FISHER 4440 VAN KARMAN, NEWPORT BEACH, CA 92660 I I EsGll Corporation staff did not advise the applicant that the plan check has been completed EsGll Corporation staff did advise the applicant that the plan check has been completed Person contacted TYLOR Telephone # 949-955-6201 Date contacted S Iwl'2- (by |^) Email tylor_fisher@avalonbay com Fax # 949-724-9238 ^ Mai!-^ Teleptione Fax-^ In Person X REMARKS Please see attached for remaining items from previous list By ALI SADRE Enclosures EsGll Corporation K GA S EJ • PC 8/27 9320 Chesapeake Dnve, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 CARLSBAD 12-1333 AUG. 31, 2012 • GENERAL 1 Please make all corrections, as requested in the correction list Submit FOUR new complete sets of plans for commercial/industnal projects 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 pians to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments 2 Bring one corrected set of plans and calculations/reports to EsGil Corporation, 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, Engineenng and Fire Departments NOTE Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineenng and Fire Departments until review by EsGil Corporation is complete . SITE PLAN 2 Specify the number of required & provided HC parking including van accessible parking on plans Sec 107 2 This is not noted on Sheet #3, as per response 3 Include the following on site plans Section 107 2 a) Clearly dimension building setbacks from property lines & street centerlines on site plan This IS not noted on C-3, as per response list • FIRE-RESISTIVE CONSTRUCTION 4 Note the U L listing #, ICC research report, etc for the one-hour roof/ceiling assembly on C/A4 • GLAZING 5 Note window G is tempered This is not noted on Sheet A6, as per response Section 2406 4 • ACCESSIBILITY 6 Provide notes & details on plans to show compliance with the enclosed "Disabled Access" Review List No responses were provided to the maiority of items • GREEN BUILDING STANDARDS (No responses to the following) 7 Note on plans that extenor light pollution must comply with CGC section 5 106 8 8 Submit to Engmeenng Department or other Agency that regulates construction waste management a Waste Management Plan that outlines the items listed in CGC Sec 5 408 2 9 Note on plans that a building "Systems Manual" as listed in CGC Section 5 410 2 5 shall be delivered to the building owner or representative and facility operator Further, note that the "Systems Manual" shall contain the required features listed in CGC Section 5 410 2 5 1 10 Note on plans that dunng construction, ends of duct openings are to be sealed & mechanical equipment is to be covered CGC 5 504 3 CARLSBAD 12-1333 AUG. 31, 2012 11 Note on the plans that VOCs must comply with the limitations listed in Section 5 504 4 and Tables 4 504 1, 5 504 4 1 5 504 4 2, 5 504 4 3 and 5 504 4 5 for Adhesives, Sealants, Paints and Coatings, Carpet and Composition Wood Products CGC 5 504 4 12 Note on the plans that installations of HVAC, refngeration and fire suppression systems will not contain CFC's or Halons, per CGC 5 508 1 13 Note on the plans that pnor to final approval ofthe building the licensed contractor, architect or engineer in responsible charge ofthe overall construction must complete and sign the Green Building Standards Certification form and given to the building department official to be filed with the approved plans 14 Provide calc's prepared by a licensed engineer that will show water consumption reduction of 20% below tlie baseline water consumption listed in 5 303 2 2 In lieu of providing calc's , impnnt on plans Table 5 303 2 3, which lists fixtures that meet the 20% reduction CGC 5 303 2 TABLE 5.303.2.3 FIXTURE FLOW RATES FIXTURE TYPE MAXIMUM FLOW RATE AT 20 % REDUCTION Showerheads 2 gpm @ 80 psi Lavatory faucets-nonresidential 0 4 gpm @ 60 psi Wash fountains 1 8 [nm space (in )/20 gpm @ 60 psi] Metenng faucets 0 2 gallons/cycle Metenng faucets for wash fountains 20 [nm space (in )/20 gpm @ 60 psi] Gravity tank type water closets 1 28 gallons/flush^ Flushometer tank water closets 1 28 gallons/flush^ Flushometer valve water closets 1 28 gallons/flush^ Electromechanical hydraulic water closets 1 28 gallons/flush^ Unnals 5 gallons/flush 1 Includes single and dual flush water closets with an effective flush of 1 28 gallons or less Single flush toilets-The effective flush volume shall not exceed 1 28 gallons (4 8 liters) The effective flush volume is the average flush volume when tested in accordance with ASME A 112 192332 Dual flush toilets-The effective flush volume shall not exceed 1 28 gallons (4 8 liters) The effective flush volume is defined as the composite, average flush volume of two reduced flushes and one full flush Flush volumes will be tested in accordance with ASME A 112 19 2 and ASME A 112 19 14 • STRUCTURAL 15 Provide a copy of the soils report for this project to EsGil City Policy requires a report Section 1803 5 11 It was not attached, as per response 16 Submit a letter to EsGil from the soils engineer confirming that the foundation/ grading plan and spec's have been reviewed and that it has been determined that the recommendations in the report are properly incorporated into the plans 17 Please note where detail 6/SD-4 is cross referenced on plans 18 Please specify where detail 12/SD-3 is cross referenced on plans CARLSBAD 12-1333 AUG. 31, 2012 19 Please correct the truss framing in the area where the FC-1 is located Detail the clearances between tresses and truss webs and detail how roof levels and ridges can be done without girder trusses and hip truss sets Note the FC-1 will not fit in the areas with girder trusses and hip truss sets • ADDITIONAL 20 The plans elevations show "aluminum storefront windows" on the North elevation Provide data for the required fenestration maximum 0 340 U-factor and maximum 0 340 SHGC value as per the energy design No response 21 Please see attached for P/M/E & HC items 22 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 23 The junsdiction has contracted with Esgil Corporation 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 ALI SADRE at Esgil Corporation Thank you NOTE: The items listed below are from the previous correction list. These remaining items have not been adequately addressed. The numbers ofthe items are from the previous check list and may not necessarily be in sequence. THE NOTES IN BOLD FONT ARE CURRENT REMAINING ITEMS. PLUMBING AND MECHANICAL CORRECTIONS PLAN REVIEWER: Glen Adamek GENERAL AND ARCHITECTURAL PME ITEMS 60 Each sheet of the plans must be signed by the person responsible for their preparation, even though there are no structural changes, before the permits are issued Business and Professions Code The final set of corrected drawings to be reviewed for signing and sealing just before the permits are to be issued. 61 The City Building Official to review evidence of Health Department approval for proposed changes in the restrooms (and new or relocated pool equipment) serving the existing public swimming pool and the gas fire spa heater location being served by the gas system for the new building. 62 No response provided? The plans elevations show "aluminum storefront windows" on the North elevation Provide data for the required fenestration maximum 0 340 U-factor & maximum 0 340 SHGC value as per the energy design CARLSBAD 12-1333 AUG. 31, 2012 PLUMBING (2010 CALIFORNIA PLUMBING CODE) 63 The only Civil drawings provided is the Grading Plans and the Grading Plans do not include construction drawings for the site water and site sewer system. Please provide complete Site Plumbing Construction Plans. Provide the site plumbing plans showing the sizes and locations ofthe gas meters and water meter, and the sizes, routes, and slopes ofthe building sewer, storm drainage system, site gas lines, and site water lines 64 The only Civil drawings provided is the Grading Plans and the Grading Plans do not include construction drawings for the site water and site sewer system. Please provide complete Site Plumbing Construction Plans. Identify the extent of the private sewer, water, and gas systems on the plumbing Site plan Clearly specify, on the plans, which City Department is responsible for the permitting, plan check, and inspections for the private utility systems If pnvate, the responsibility of the City Building Department, and under the Uniform Plumbing Code, provide complete civil site utility plans for plan check, or obtain a separate permit from the City for the civil site plans 65 The only Civil drawings provided is the Grading Plans and the Grading Plans do not include construction drawings for the site water and site sewer system. Please provide complete Site Plumbing Construction Plans. Please show the upstream sewer manhole nm and finished floor elevations Provide backwater valves for all fixtures installed on floor levels below the next upstream manhole nm elevation (Only fixtures installed on floor levels below the next upstream manhole nm elevation may flow through a backwater valve ) UPC 710 1 67 Sheet A-7 does not include sizing calculations for the room gutters and downspouts. Please show gutter slopes and locations and sizes of downspouts and the rainfall rate used for the sizing. Include the mam and overflow roof drainage design Roof area, rainfall rate, pipe sizing, and dram locations on the plans UPC 1105 0 68 No construction drawing provided for the proposed "Roof over the outdoor shower" (as noted on sheet A-3 in West Elevation). Please provide. Please detail how rainwater is to be kept out of the outdoor shower draining to the sewer The serving sewer agency must review any proposed rainwater to the sewer system Please provide a letter from the serving sewer agency 69 As per the responses, the information is pending and the data is to be provided. To be reviewed when provided. Please provide the following information on the following information, the review the water line sizing calculations A) Please show the size and location of the public water meter on site plan B) Show the total existing plus new water demands of the public water meter then check the water meter pressure loss as per CPC, Chart A-1 D) Provide data for the minimum and maximum water pressure at the public water meter as per the serving water agency CARLSBAD 12-1333 AUG. 31, 2012 70 Please provide a plumbing site plan showing the proposed location of the gas fired spa heater and the gas line route from the gas meter to the spa heater. Please show on the site plumbing plans the location of the public gas meter and the spa heater and show the proposed gas piping matenals then check the developed lengths used in the gas line sizing calculations 71 No gas piping sediment trap shown for the Spa Heater. Please correct. Include the gas piping sediment trap installed downstream ofthe appliance shutoff valve as close to the inlet of the appliance as practical Exceptions Appliances with an internal sediment trap,(or) ranges, clothes dryers, gas fireplaces, and outdoor gnlles UPC 1212 7 73 The Plumbing Equipment Schedule on sheet PO.1 shows the tempering valve (Mixing Valve MV-1) set at 120 degrees F. This is more than the maximum 110 degrees F required per CPC, Section 413. Please correct. Descnbe the method of compliance for temperature limitations for the public use lavatones (limited to 110 degrees) Note The water heater thermostat may not be used for compliance with this Code section CPC 413 Energy Standards 113(C)3 Please correct the plumbing of Mixing Valve MV-1 as per the following MECHANICAL (2010 CALIFORNIA MECHANICAL CODE) 77 Please correct the truss framing in the area where the FC-1 is located. Detail the clearances between tresses and truss webs and detail how roof levels and ridges can be done without girder trusses and hip truss sets. Note: the FC-1 will not fit in the areas with girder trusses and hip truss sets. Detail the required access to the Appliances as per UMC Section 304 0 "Appliances shall be accessible for inspection, service, repair, and replacement without removing permanent construction " Clearly show the sizes and the units And show route to the extenor Please please detail service clearances and required attic access clearances (Truss webs and truss spacing and attic headroom seem to be too small) 79 The energy design (MECH-3C forms) have not been corrected. Please correct the MECH-3-C forms to include the Occupancy Basis ventilation calculations for the gym and the breakroom to show the correct required mechanical ventilation rates for the conditioned spaces Then correct the plans to show the required outside air rates for each fan coil unit CMC 403 0 & Title 24 121(b)2&(d) 82 No response provided and the drawing do not detail required condensate drainage systems from HVAC unit in the attic (FC-1) and the HVAC unit in the closet (FC-2). Detail the pnmary and secondary mechanical condensate waste design Pipe sizing, routing, & termination areas CMC 309 0 & CPC 807 0 Note: If you have any questions regarding this Plumbing and Mechanical plan review list please contact Glen Adamek at (858) 560-1468 To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans CARLSBAD 12-1333 AUG. 31, 2012 DISABLED ACCESS REVIEW LIST DEPARTMENT OF STATE ARCHITECT - TITLE 24 The following disabled access itenns are taken from the 2010 edition of California Building Code, Title 24 Per Section 1 9 1, all publicly and pnvately funded public accommodations and commercial facilities shall be accessible to persons with disabilities Reflect the following items on plans No responses were given to the followinQ items • DOORS 1 Show that the minimum stnke edge distances are provided at the level area on the side to which a door (or a gate) swings, per Section 1133B 2 4 3 a) >18" at interior conditions Dimension this on A1 next to door # 4 b) >12" on the push side, if the door has both a latch and a closer I e , bathroom doors Figure 11B-26A • RESTROOM FIXTURES AND ACCESSORIES 2 Show, or note, on the plans that accessible unnals meet the following requirements, per Section 1115B 4 2 a) The nm of at least one unnal shall Project at least 14" from the wall 3 If showers are proposed, show or note compliance with the following requirements, per Section 11158 4 4 Where is detail 10/DA2 as noted on Al for HC shower? a) The floor slope shall be a maximum of 2% in any direction Where drains are provided, the grate shall have openings Yt inch maximum and located flush with the floor surface b) Threshold in roll-in type showers shall be Yi" in high maximum and shall comply with Sec 1124B 2 . CONTROLS AND OPERATING MECHANISMS 4 The highest and lowest operable parts of all controls, dispensers, receptacles and other operable equipment shall be placed within 48" of the floor but not lower than 15" for forward approach (or within 54" but not lower than 9" if side approached) Electncal and communication system receptacles on walls shall be mounted no less than 15" above the floor Section 111 7B 6 3 . STAIRWAYS AND HANDRAILS 5 Show or note that intenor stair treads are marked at the upper approach and the lower tread of each stair, by a strip of clearly contrasting color, per Section 1133B 4 4, as follows a) At least 2" wide (but not more than 4" wide) b) Placed parallel to and not more than 1" from the nose ofthe step or landing c) The stnp shall be as slip resistant as the other treads of the stair 6 Note that all tread surfaces comply with Section 1133B 4 5, as follows a) Stair treads shall be no less than 11" deep, measured from nser to nser b) Be slip resistant, Have no abrupt edges at the nosing c) Have smooth, rounded or chamfered exposed edges d) Nosing shall not project >1 Y2" past the face of the nser above EsGil Corporation In (PartnersHip witfi government for (ButCdmg Safety DATE JULY 23, 2012 a^APPbiqANT • JURIS^ JURISDICTION CARLSBAD •~PlAN REVIEWER • FILE PLAN CHECK NO 12-1333 SET I PROJECT ADDRESS 2262 AVENIDA MAGNIFICA PROJECT NAME EAVES AT CARLSBAD I I The plans transmitted herewith have been corrected where necessary and substantially comply with the junsdiction's codes I I The plans transmitted herewith will substantially comply with the junsdiction's codes when minor deficiencies identified below are resolved and checked by building department staff I I The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck X The check list transmitted herewith is for your information The plans are being held at Esgil Corporation until corrected plans are submitted for recheck I I The applicant's copy of the check list is enclosed for the junsdiction to forward to the applicant contact person X The applicant's copy of the check list has been sent to TYLOR FISHER 4440 VAN KARMAN, NEWPORT BEACH, CA 92660 I I EsGll Corporation staff did not advise the applicant that the plan check has been completed EsGll Corporation staff did advise the applicant that the plan check has been completed Person contacted TYLOR ^A) Telephone# 949-955-6201 Date contacted l\ibl\^{b\/ Email Fax # 949-724-9238 Mail Telephone'-^ Fax-^ In Person • REMARKS By ALI SADRE Enclosures EsGll Corporation IS GA S EJ • PC 7/16 9320 Chesapeake Drive, Suite 208 • San Diego, Cahfomia 92123 • (858) 560-1468 • Fax (858) 560-1576 CARLSBAD 12-1333 JULY 23, 2012 PLAN REVIEW CORRECTION LIST COMMERCIAL PLAN CHECK NO 12-1333 JURISDICTION CARLSBAD OCCUPANCY B USE OFFICE/FITNESS CENTER TYPE OF CONSTRUCTION V-B ACTUAL AREA 3000 ALLOWABLE FLOOR AREA 9000 STORIES TWO HEIGHT 24' SPRINKLERS'? N OCCUPANT LOAD 40 REMARKS DATE PLANS RECEIVED BY JURISDICTION 7/13 DATE PLANS RECEIVED BY ESGIL CORPORATION 7/16 DATE INITIAL PLAN REVIEW COMPLETED JULY 23, 2012 PLAN REVIEWER ALI SADRE FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the California version of the International Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electncal 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 ordinances enforced by the Planning Department, Engineenng Department, Fire Department or other departments Clearance from those departments may be required pnor to the issuance of a building permit Code sections cited are based on the 2010 CBC, which adopts the 2009 IBC 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 2009 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 vou submit the revised plans. CARLSBAD 12-1333 JULY 23, 2012 • GENERAL 1 Please make all corrections, as requested in the correction list Submit FOUR new complete sets of plans for commercial/industnal projects 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 Corporation and the Carlsbad Planning, Engineenng and Fire Departments 2 Bnng one corrected set of plans and calculations/reports to EsGil Corporation, 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, Engineenng and Fire Departments NOTE Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineenng and Fire Departments until review by EsGll Corporation is complete • PLANS 2 All sheets of the plans are required to be signed by the licensed architect or engineer responsible for the plan preparation California State Law 3 Include the following code information for the proposed building on Title Sheet • Occupancy Classification: B (Office/ Fitness Club) - Ok as noted • Type of Construction: V-B - Ok as noted • Sprinklers: Yes or No - Note as required • Stones: Two - Ok as noted • Height 24' Specify on plans • Floor Area: 1,460 (each level) - Ok as noted • Occupant Load: 40 - Note on plans 4 On the cover sheet of plans, specify any items that will have a deferred submittal (trusses, fire spnnklers, etc) Additionally, note on the plans, per Sec 107 3 4 2 "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 documents have been reviewed and that they have been found to be in general conformance with the design of the building The deferred items shall NOT be installed until their design and submittal documents have been approved by the building official" • SITE PLAN 5 Provide a statement on the site plan stating "All property lines, easements and buildings, both existing and proposed, are shown on this site plan " 6 Show the required and provided HC parking including van accessible parking on plans Section 107 2 CARLSBAD 12-1333 JULY 23, 2012 7 Include the following on site plans Section 107 2 a) Clearly dimension building setbacks from property lines, street centerlines, and from all adjacent structures on site plan Sheet # 3 b) Property lines/easements c) Streets/alleys • LOCATION ON PROPERTY 8 When two buildings are on the same property, the buildings shall have an assumed property line between them for the purpose of determining the required wall and opening protection, per Sections 503 1 2 & 705 3 9 Extenor walls shall have a 30" parapet when they are required to be fire- resistance rated in accordance with Table 602 because of fire separation distance The upper 18" of parapets shall be noncombustible Section 705 11 10 Please demonstrate compliance with Table 705 8 for limitations on openings in extenor walls, based on fire separation distance See also Section 705 10 11 Please show on the plans the required ratmg for openings in extenor walls, based on fire separation distance Tables 715 4 and 715 5 12 Projections shall not extend beyond the distance determined by the following two methods, whichever results in the lesser protection (Section 705 2) a) A point one-third the distance from the extenor face of the wall to the lot line where protected openings (or a combination of protected and unprotected openings) are required in the exterior wall For exterior walls that are in the range of 3' to 20' from the lot line, this will govern b) More than 12" into areas where openings are prohibited c) A point >2 the distance from the exterior face of the wall to the lot line where all openings in the extenor wall are permitted to be unprotected or the building is equipped throughout with an automatic spnnkler system installed under the provisions of Section 705 8 2 13 Structural elements exposed in walls required to be fire-resistive construction due to location on property must have the same fire-resistive rated protection as the wall, or as required for the structural frame for the type of construction, whichever is greater Section 704 10 14 Combustible projections located where openings are required to be protected or where openings are prohibited shall be heavy timber or 1-hr fire-resistance-rated construction For most buildings, this applies to projections within 5' of the lot line in nonspnnklered buildings, and 3' for spnnklered buildings Section 705 2 3 . FIRE-RESISTIVE CONSTRUCTION 15 Provide details on plans for fire-resistive construction Include wall assemblies, column and beam assemblies, etc Be sure to list with each detail the basis of approval (U L listing number, ICC research report, etc) CARLSBAD 12-1333 JULY 23, 2012 16 Detail how fire-resistive wall construction will be maintained at built-in wall fixtures and behind mailboxes, fire extinguisher cabinets, electnc panels exceedmg 16 square inches in area, etc Section 713 3 2 . EXITS 17 Note on plans "All egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort" Section 1008 1 9 3 In lieu of the above, in a Group B occupancies, you may note on the plans "Provide a sign on or near the exit door, reading THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED " This signage is only allowed at the mam exit • GLAZING 18 Call out the intenor glazing on the floor plans and include them on the window schedule Section 2404 19 Glazing in the following locations should be of safety glazing matenal in accordance with Section 2406 4 (see exceptions) a) Fixed or operable panels adjacent to a door where the nearest exposed edge of glazing is within 24" of door in a closed position and where the bottom exposed edge of glass is less than 60" above walking surface • ROOFS 20 Specify on plans the following information for the roof matenals, per Sec 1506 3 a) Manufacturer's name, Product name/number b) ICC approval number, or equal 21 Specify minimum %"/ft deck slope for drainage Section 1507 10 1 22 Show location of attic access with a minimum size of 20"x30", unless the maximum vertical headroom height in the attic is less than 30 inches Access must be provided to each separated attic area Section 1209 2 . ACCESSIBILITY 23 Provide notes and details on the plans to show compliance with the enclosed "Disabled Access" Review List • GREEN BUILDING STANDARDS The California Building Standards Commission (BSC) has adopted the Green Building Standards Code which became effective January 1, 2011 and must be enforced by the local building official The following mandatory requirements for commercial construction must be included on your plans The Green Building Standards apply only to new buildings throughout California CGC 101 3 24 Note on the plans that extenor light pollution must comply with CGC section 5 106 8 25 Submit to Engineenng Department or other Agency that regulates construction waste management a Waste Management Plan that outlines the items listed in CGC Sec 5 408 2 CARLSBAD 12-1333 JULY 23, 2012 26 Note on the site plan that for projects of one acre or less the site shall be planned and developed to keep surface water away from buildings A "SWPP" shall be provided and approved by the City Engineer, showing site grading and provide for storm water retention and drainage dunng construction BMP's that are currently enforced by the city engineer must be implemented pnor to initial inspection by the building department CGC 5 106 1 27 Note on the plans that a mm of 50% of construction waste is to be recycled CGC 5 408 3 28 Note on the plans that 100% of trees, stumps, rocks, vegetation and associated soils pnmanly from the construction will be reused or recycled CGC 5 408 4 29 Note on plans that a building "Systems Manual" as listed in CGC Section 5 410 2 5 shall be delivered to the building owner or representative and facility operator Further, note that the "Systems Manual" shall contain the required features listed in CGC Section 5 410 2 5 1 30 Note on the plans that dunng construction, ends of duct openings are to be sealed, and mechanical equipment is to be covered CGC 5 504 3 31 Note on the plans that VOCs must comply with the limitations listed in Section 5 504 4 and Tables 4 504 1, 5 504 4 1 5 504 4 2, 5 504 4 3 and 5 504 4 5 for Adhesives, Sealants, Paints and Coatings, Carpet and Composition Wood Products CGC 5 504 4 32 Note on the plans that installations of HVAC, refngeration and fire suppression systems will not contam CFC's or Halons, per CGC 5 508 1 33 Note on the plans that pnor to final approval of the building the licensed contractor, architect or engineer in responsible charge ofthe overall construction must complete and sign the Green Building Standards Certification form and given to the building department official to be filed with the approved plans 34 Provide calculations prepared by a licensed engineer that will show water consumption reduction of 20% below the baseline water consumption listed in 5 303 2 2 In lieu of providing the calculations, impnnt on the plans Table 5 303 2 3, which lists fixtures that meet the 20% reduction CGC 5 303 2 TABLE 5.303.2.3 FIXTURE FLOW RATES FIXTURE TYPE MAXIMUM FLOW RATE AT 20 % REDUCTION Showerheads 2 gpm @ 80 psi Lavatory faucets-nonresidential 0 4 gpm @ 60 psi Wash fountains 1 8 [nm space (in )/20 gpm @ 60 psi] Metenng faucets 0 2 gallons/cycle Metenng faucets for wash fountains 20 [nm space (in )/20 gpm @ 60 psi] Gravity tank type water closets 1 28 gallons/flush^ Flushometer tank water closets 1 28 gallons/flush^ Flushometer valve water closets 1 28 gallons/flush^ Electromechanical hydraulic water closets 1 28 gallons/flush^ Unnals 5 gallons/flush 1 Includes single and dual flush water closets with an effective flush of 1 28 gallons or less Single flush toilets-The effective flush volume shall not exceed 1 28 gallons (4 8 liters) The effective flush volume is the average flush volume when tested in accordance with ASME A 112 19 233 2 CARLSBAD 12-1333 JULY 23, 2012 Dual flush toilets-The effective flush volume shall not exceed 1 28 gallons (4 8 liters) The effective flush volume is defined as the composite, average flush volume of two reduced flushes and one full flush Flush volumes will be tested m accordance with ASME A 112 19 2 and ASME A 112 19 14 35 Impnnt on the plumbing plans Table 5 303 6 in the CGC Note on the plans that waste water fixtures shall comply with the standards listed in CGC Table 5 303 6 36 Note on the plans that landscape irngation water use shall have weather based controllers CGC 5 304 3 1 • STRUCTURAL 37 A foundation/soils investigation is required for all projects in Seismic Design Categones C, D, E or F Section 1803 5 11 38 Note on the foundation plan that "Pnor to the contractor requesting a Building Department foundation inspection, the soils engineer shall advise the building official in wnting that a) The building pad was prepared in accordance with the soils report, b) The utility trenches have been properiy backfilled and compacted, and c) The foundation excavations comply with the intent of the soils report" 39 Provide a letter from the soils engineer confirming that the foundation/ grading plan and specifications have been reviewed and that it has been determined that the recommendations in the soil report are properly incorporated into the plans 40 For Seismic Design Categones D through F, anchor bolts shall be provided with square washers in accordance with Section 2308 12 8 Show the 3" square x 0 229" thick plate on the plans 41 Please note where details 4 & 6/SD-4 are cross referenced on plans 42 Please specify where detail 12/SD-3 is cross referenced on plans 43 Please call out 8" & 12" CMU walls on Sheet S-1 44 Provide truss details and truss calculations for this project Per Section 2303 4 2, the truss manufacturer shall provide a truss placement diagram that shows the locations of each truss Specify on the plans the truss identification numbers 45 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) 46 Show the connection between l-ZV-ix 11 Vi" with details & references on plans 47 Add the following to the Special Inspection list on SD-1 (Section 107 2) a) Masonry construction. Special inspection should be provided for all CMU construction in accordance with Section 1704 5 2 & Table 1704 5 1 (Section 1704 5 2 & Table 1704 5 3) CARLSBAD 12-1333 JULY 23, 2012 48 A Statement of Special Inspections, prepared by the registered design professional in responsible charge, shall be submitted This statement shall include a complete list of matenals and work requinng special inspection, the inspections to be performed and an indication whether the special inspection will be continuous or penodic Section 1705 49 Please provide a free standing retaining wall detail for the area beyond the basement (for utility yard) 50 Revise the retaining wall footing beyond the basement to be wide enough to support the free standing wall, as opposed to restraining wall, as implied on S-1 51 Show the designation of all Strong walls on structural plans (both width & height) Also show Strong Wall details including foundation details and references on plans It IS not adequate to state Strong Walls Typical as noted on Sheets S-1 & S-2 Show both one & two story condition details and references on plans 52 Show details for the vertical straps between floors at shear walls and cross reference them on framing plans See line 1, as per shear wall schedule 53 Show vertical straps to CMU wall below with details and references on plans, as per shear wall schedule, on Sheet S-1, lines 4 & 5 54 The shear wall designations & tie-downs, as per calculations (pages L-4 & L-6) do not match the schedule on Sheet S-1 Review them all pnor to resubmittal 55 Specify roof diaphragm index, ID #, thickness with nail size & spacing • ADDITIONAL 56 The plans elevations show "aluminum storefront windows" on the North elevation Provide data for the required fenestration maximum 0 340 U-factor and maximum 0 340 SHGC value as per the energy design 57 Please see attached for P/M/E & HC items 58 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 59 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 bneflv 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 The junsdiction has contracted with Esgil Corporation located at 9320 Chesapeake Dnve, 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 ALI SADRE at Esgil Corporation Thank you CARLSBAD 12-1333 JULY 23, 2012 PLUMBING AND MECHANICAL CORRECTIONS PLAN REVIEWER: Glen Adamek GENERAL AND ARCHITECTURAL PME ITEMS 60 Each sheet of the plans must be signed by the person responsible for their preparation, even though there are no structural changes, before the permits are issued Business and Professions Code The final set of corrected drawings to be reviewed for signing and sealing just before the permits are to be issued 61 The City Building Official to review evidence of Health Department approval for proposed changes in the restrooms (and new or relocated pool equipment) serving the existing public swimming pool and the gas fire spa heater location being servied by the gas system for the new building 62 The plans elevations show "aluminum storefront windows" on the North elevation Provide data for the required fenestration maximum 0 340 U-factor and maximum 0 340 SHGC value as per the energy design PLUMBING (2010 CALIFORNIA PLUMBING CODE) 63 Provide the site plumbing plans showing the sizes and locations ofthe gas meters and water meter, and the sizes, routes, and slopes ofthe building sewer, storm drainage system, site gas lines, and site water lines 64 Identify the extent of the pnvate sewer, water, and gas systems on the plumbing site plan Clearly specify, on the plans, which City Department is responsible for the permitting, plan check, and inspections for the private utility systems If private, the responsibility ofthe City Building Department, and underthe Uniform Plumbing Code, provide complete civil site utility plans for plan check, or obtain a separate permit from the City for the civil site plans 65 Please show the upstream sewer manhole nm and finished floor elevations Provide backwater valves for all fixtures installed on floor levels below the next upstream manhole nm elevation (Only fixtures installed on floor levels below the next upstream manhole nm elevation may flow through a backwater valve ) UPC 710 1 66 Provide a plumbing matenal schedule on the plans descnbing the following systems Potable water piping, the dram, waste, and vent piping, gas piping, and the roof drains 67 Include the mam and overflow roof drainage design Roof area, rainfall rate, pipe sizing, and dram locations on the plans UPC 1105 0 68 Please detail how rainwater is to be kept out of the outdoor shower draining to the sewer The serving sewer agency must review any proposed rainwater to the sewer system Please provide a letter from the serving sewer agency CARLSBAD 12-1333 JULY 23, 2012 69 Please provide the following information on the following information, the review the water line sizing calculations a) Please show the size and location of the public water meter on site plan b) Show the total existing plus new water demands of the public water meter then check the water meter pressure loss as per CPC, Chart A-1 c) Please show the propose types of water line matenals to be used and where they are to be used d) Provide data for the minimum and maximum water pressure at the public water meter as per the serving water agency 70 Please show on the site plumbing plans the location of the public gas meter and the spa heater and show the proposed gas piping matenals then check the developed lengths used in the gas line sizing calculations 71 Include the gas piping sediment trap installed downstream of the appliance shutoff valve as close to the mlet of the appliance as practical Exceptions Appliances with an internal sediment trap,(or) ranges, clothes dryers, gas fireplaces, and outdoor gnlles UPC 1212 7 72 Hot water recirculating loop systems requirements (Not single family homes) Detail the following as per California Energy Efficiency Standard, Section 113(c)5 a) The installation of an air release valve on the mlet side of the recirculation pump, within 4' of the pump b) A check valve is required between the recirculating pump and the water heating equipment to prevent the hot water from flowing backwards through the recirculation loop c) CPC 608 3 for expansion tank requirements ) 73 Descnbe the method of compliance for temperature limitations for the public use lavatones (limited to 110 degrees) Note The water heater thermostat may not be used for compliance with this Code section CPC 413 Energy Standards 113(C)3 Please correct the plumbing of the Mixing Valve MV-1 as per the following a) Please provide cut-sheet and installation instructions for the Mixing Valve MV-1 b) All tempenng mixing valves I have seen have both cold water and hot water inputs and a tempered water output But the drawing show only a hot water connection from the water heater and a hot water return line to the water heater (no cold water input provided c) Please show the tempenng valve setting of not 110 degrees F 74 A check valve is required on the cold water supply line between the hot water system and the next closest tee on the cold water supply line (See Detail how rainwater is to be kept out of the sewer system at the outdoor shower CARLSBAD 12-1333 JULY 23, 2012 75 Please provide cut-sheets and installation instruction for the through the wall venting of the two power vented gas fired water heaters with power vent system 76 601 2 Identification of a Potable and Nonpotable Water System In all buildings where potable water and not potable water systems are installed, each system shall be clearly identified in accordance with sections 601 2 1 through 601 2 4 601 2 1 Potable Water- Green background with white lettenng 601 2 2 Color and information - Each system shall be identified with a colored pipe or band & coded with paints, wraps & matenals compatible with the piping Except as required in Sections 1610 0 and 1617 0, non-potable water systems shall have a yellow background with black lettenng, with the words "CAUTION NONPOTABLE WATER, DO NOT DRINK" Each non-potable system shall be identified to designate the liquid being conveyed, and the direction of normal flow shall be clearly shown The minimum size of the letters and length of the color field shall conform to Table 6-1 The background color and required information shall be indicated every twenty feet but not less than once per room, and shall be visible from the floor level MECHANICAL (2010 CALIFORNIA MECHANICAL CODE) 77 Detail the required access to the Appliances as per UMC Section 304 0 "Appliances shall be accessible for inspection, service, repair, and replacement without removing permanent construction " Clearly show the sizes and the units And show route to the extenor Please please detail service clearances and required attic access clearances (Truss webs and truss spacing and attic headroom seem to be too small) 78 Please provide cut-sheets and installation instructions for the proposed pool heater with through the wall venting Show the required clearances to opening into the building 79 Please correct the MECH-3-C forms to include the Occupancy Basis ventilation calculations for the gym and the breakroom to show the correct required mechanical ventilation rates for the conditioned spaces Then correct the plans to show the required outside air rates for each fan coil unit CMC 403 0 & Title 24 121(b)2 &(d) 80 Provide the exhaust and make-up air design for the occupancy type listed in Table 4 4 UMC 403 7 Check mechanical room with janitor sink (janitors room) 81 Show the required downstairs woman's room exhaust duct from the exhaust fan 82 Detail the pnmary and secondary mechanical condensate waste design Pipe sizing, routing, and termination areas CMC 309 0 & CPC 807 0 Note: If you have any questions regarding this Plumbing and Mechanical plan review list please contact Glen Adamek at (858) 560-1468 To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans CARLSBAD 12-1333 JULY 23, 2012 ELECTRICAL and ENERGY COMMENTS PLAN REVIEWER: Eric Jensen ELECTRICAL (2010 CALIFORNIA ELECTRICAL CODE) 1 On the electncal plans themselves detail compliance with CEC 225 32, the building disconnecting means location either outside the building or inside nearest the point of entrance into the building 2 On the single line diagram include the grounding and bonding design for the building disconnecting means 3 There is not a feeder descnption for the 100 ampere feeder on the conductor sizing schedule 4 Include the branch circuit conductor sizing for the air conditioning condensers on the electncal floorplan ENERGY CONSERVATION 5 AB (light) switching required @ upper floor, rooms over 100 square feet 6 Include the LTG lighting design The submitted packet only contain the mechanical and envelope design 7 Provide automatic shut-off controls for lighting as per Title 24, Part 6, Section 131 (d) (For all of the locations without motion sensors) Note: If you have any questions regarding this Electncal and Energy plan review list please contact Enc Jensen at (858) 560-1468 To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans CARLSBAD 12-1333 JULY 23, 2012 DISABLED ACCESS REVIEW LIST DEPARTMENT OF STATE ARCHITECT - TITLE 24 The following disabled access items are taken from the 2010 edition of California Building Code, Title 24 Per Section 1 9 1, all publicly and privately funded public accommodations and commercial facilities shall be accessible to persons with disabilities Reflect the following items on plans 1 SITE PLAN REQUIREMENTS 1 When more than one building or facility is located on a site, accessible routes of travel shall be provided between buildings and accessible site facilities, per Section 1127B 1 2 Show that an accessible route of travel is to be provided to all portions of the building, to accessible building entrances and between the building and the public wav, per Section 1114B 1 2 3 Where more than one route of travel is provided, all routes shall be accessible Section 1114B 1 2 4 Show that a 36" wide detectable warning matenal is provided at boundanes between walkways and vehicular ways Section 1133B 8 5 5 Show that stairways occurnng outside a building comply with Section 1133B 4 4 as follows a) The upper approach and all treads shall be marked with a stnp of contrasting color as follows i) >2" in width, Placed parallel to and <1" from the nose ofthe step or landing ll) The stnp is required to be as slip resistant as the treads of the stairs b) Treads shall be i) Have no abrupt edges at the nosing projecting si past the face of the nser above ll) Smooth, rounded or chamfered exposed edges 2 CURB RAMPS 6 Curb ramps shall be constructed where a pedestrian way crosses a curb or at each corner of a street intersection, per Section 1127B 5 1 7 Plans shall show that curb ramps are >48" wide with a slope of <1 12 (8 33%), per Sections 1127B 5 2 and 1127B 5 3 The lower end of each curb ramp shall have a Yi' hp beveled 45°, per Section 1127B 5 5 8 Show that the landing at the top of the curb shall be level and >48" depth for the entire width of the curb ramp Section 1127B54 9 The slope of the fanned or flared sides of curb ramps shall not exceed 1 10, per Section 11278 5 3 10 Show or note that the surface of all curb ramps and the flared sides are to be slip resistant, and contrasting from the adjacent sidewalk finish, per Section 1127B 5 5 11 Provide details or note on the plans that all curb ramps have a grooved border 12" wide at the level surface of the sidewalk along the top and each side approximately o c , per Section 1127B 5 6 12 Show that detectable warnings, extending the full width and depth ofthe curb ramp, inside the grooved border, are to be installed for all curb ramps (regardless of slope), per Section 1127B 5 7 These consist of raised truncated domes with a diameter of 0 9" at the base, tapenng to 0 45" at the top Spacing shall be 2 35" o c Only approved DSA/AC detectable warning products and directional surfaces shall be installed 13 Locate curb ramps to prevent obstruction by blocked cars, per Section 1127B 5 8 3 WALKS AND SIDEWALKS 14 If any proposed walks slope >1 20 (5%) they must comply with ramp requirements, per Section 1133B 5 1 15 Walks along an accessible route of travel are required to be >48" minimum in width and have slip resistant surfaces, per Section 1133B 7 CARLSBAD 12-1333 JULY 23, 2012 16 The maximum permitted cross slope shall be Vi" per ft, per Section 1133B 7 1 3 17 Show or note that any abrupt level changes will be <Y-z' along any accessible route of travel When changes do occur, they shall be beveled with a slope of <1 2 Level changes of ^%" may be vertical NOTE If level changes >!4", they must comply with the requirements of curb ramps 4 DOORS 18 Rewse the note on Sheet DAI statincf I-V2 lbs extenor door force necessarv Show or note that the maximum effort to operate doors shall not exceed 8-Y2 pounds for extenor doors Section 1133B 2 5 19 Revise the note on Sheet DAI stating 19" of the door to have smooth finish at the bottom Show or note that the lower 10" of all doors comply with Section 11338 2 6, as follows a) To be smooth and uninterrupted, to allow the door to be opened by a wheelchair footrest, without creating a trap or hazardous condition b) Narrow frame doors may use a 10" high smooth panel on the push side ofthe door 20 Show that the minimum stnke edge distances are provided at the level area on the side to which a door (or a gate) swings, per Section 1133B 2 4 3 a) >18" at intenor conditions Dimension this on A1 next to door # 4 b) >12" on the push side, if the door has both a latch and a closer Figure 11B-26A 5 SANITARY FACILITIES 21 Note that the doonways leading to sanitary facilities shall be identified, per Section 11158 6, as follows a) An equilateral tnangle %" thick with edges 12" long and a vortex pointing upward at men's rest rooms b) A circle Yi" thick, 12" m diameter at women's rest rooms c) A 12" diameter circle with a tnangle supenmposed on the circle and within the 12" diameter at unisex rest rooms d) The required symbols shall be centered on the door at a height of 60" e) Braille signage shall also be located on the wall adiacent to the latch outside of the doorways leading to the sanitary facilities, per Section 11178 5 1 6 RESTROOM FIXTURES AND ACCESSORIES 22 Show, or note, on the plans that accessible unnals meet the following requirements, per Section 11158 4 2 a) The nm of at least one unnal shall Project at least 14" from the wall 23 If showers are proposed, show or note compliance with the following requirements, per Section 1115844 a) The floor slope shall be a maximum of 2% in any direction Where drains are provided, the grate shall have openings % inch maximum and located flush with the floor surface b) Threshold in roll-in type showers shall be Y2" in high maximum and shall comply with Sec 11248 2 7 CONTROLS AND OPERATING MECHANISMS 24 The highest and lowest operable parts of all controls, dispensers, receptacles and other operable equipment shall be placed within 48" of the floor but not lower than 15" for fonward approach (or within 54" but not lower than 9" if side approached) Electncal and communication system receptacles on walls shall be mounted no less than 15" above the floor Section 1117863 8 STAIRWAYS AND HANDRAILS 25 Show that handrails are provided on each side of the stairs, per Section 11338 4 1 1 Exception Private stairways 30" or less m height may have handrails on one side only 26 Provide sections, details or notes to show that handrails are to be located >34" but ^38" above nosing of treads, per Section 11338 4 2 1 CARLSBAD 12-1333 JULY 23, 2012 27 Show that handrails extend a >12" beyond top nosing, and >12"-plus-tread-width beyond the bottom nosing At the top, the extension shall be parallel with the floor At the bottom, the handrail shall continue to slope for a distance of one tread width, the remainder of the extension shall be horizontal The extensions of handrails shall be in the same direction of the stair flights Section 1133B 4 2 2 12"F1.USTF£^D WIDTH MIH FIUS TREAD 2" MIN r mx r A. 12" MIN T« IBEWWBIM fLtfmtim ms TO HAVE mmm STWPeS PER SEC-11338.4^ •mESEOlASmMSUiltriRATE TI-IE SFECffE fKfflJimiENTS fm mM.m&ammmocomrmami 28 Per Section 11338 4 2 61, provide details, sections or notes to show that handgnp portions of handrails are a) >1 Yl" and <1 Y2" in cross sectional dimension b) The shape may provide an equivalent gnpping surface c) The handgnp portion shall have a smooth surface, without any sharp corners 29 Stair treads shall be no less than 11" deep, measured from nser to nser Section 1133B 4 5 3 This applies even if basic UBC provisions may allow a narrower tread 30 Show or note that interior stair treads are marked at the upper approach and the lower tread of each stair, by a stnp of clearly contrasting color, per Section 11338 4 4, as follows a) At least 2" wide (but not more than 4" wide) b) Placed parallel to and not more than 1" from the nose of the step or landing c) The stnp shall be as slip resistant as the other treads of the stair 31 Note that all tread surfaces comply with Section 11338 4 5, as follows a) Stair treads shall be no less than 11" deep, measured from nser to nser b) Be slip resistant. Have no abrupt edges at the nosing c) Have smooth, rounded or chamfered exposed edges d) Nosing shall not project >1 Y2" past the face of the nser above CARLSBAD 12-1333 JULY 23, 2012 [DO NOT PAY- THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION CARLSBAD PLAN CHECK NO 12-1333 PREPARED BY ALI SADRE DATE JULY 23, 2012 BUILDING ADDRESS 2262 AVENIDA MAGNIFICA BUILDING OCCUPANCY B TYPE OF CONSTRUCTION V-B BUILDING PORTION AREA (Sq Ft) Valuation Multiplier Reg Mod VALUE ($) OFFICE/ 3000 FITNESS CLUB Air Conditioning Fire Spnnklers TOTAL VALUE 250,290 Jurisdiction Code CB By Ordinance Bldg Permit Fee by Ordinance Plan Check Fee by Ordinance Type of Review I I Repetitive Fee Repeats 0 Complete Review • Other j—I Hourly EsGil Fee • Structural Only Hr @ $1,287.54 $836.90 $721.02 Comments Sheet 1 of 1 macvalue doc + ^ CITY OF CARLSBAD PLAN CHECK REVIEW TRANSMITTAL Community & Economic Development Department 1635 Faraday Avenue Carlsbad CA 92008 www carlsbadca gov DATE: 9/17/2012 PROJECT NAME: EAVES AT CARLSBAD (HOSP WAY) PLAN CHECK NO: CB 12-1333 SET#: li ADDRESS: 2262 AVENIDA MAGNIFICA VALUATIOIg $250,290 PROJECT ID:CT 79-27 APN: 167-250-37 This plan check review is complete and has been APPROVED by: LAND DEVELOPIVIENT ENGINEERING DIVISION By: A Final Inspection by the Construction Mgmt&lnspection Division is required SYes iNo X This plan check review is NOT COMPLETE. Items missing or incorrect are listed on the attached checklist. Please resubmit amended plans as required. Plan Check Comments have been sent to:harvey@hscarch.com You may also have corrections from one or more ofthe divisions listed below. Approval from these divisions may be required prior to the issuance of a building permit Resubmitted plans should include corrections from all divisions. PLANNING 760-602-4610 ENGINEERING 760-602-2750 . FIRE PREVENTION , 760-602-4665 Chris Sexton 760-602-4624 Chris SextonOcarlsbadca gov i Kathleen Lawrence 760-602-2741 Kathleen Lawrence@carlsbadca gov Gina Ruiz " 760-602-4675 Gma Ruiz@carlsbadca gov X Linda Ontiveros 760-602-2773 Linda Ontiveros@carlsbadca gov , Greg Ryan 760-602-4663 Gregory Ryan@carlsbadca gov ; ! Cindy Wong !— I 760-602-4662 Cynthia Wong@carlsbadca gov , Dominic Fieri - 760-602-4664 Dommic Fieri@carlsbadca gov For questions or clarifications on the attached checklist please contact the reviewer as marked above Remarks- EAVES AT CARLSBAD (HOSP WAY) PLAN CHECK NO # CB 12-1333 Any outstanding issues will be marked with fX' Make the necessary corrections for compliance with applicable codes and stanadrds Submit corrected plans and/or specifications to the Buildmg division for re-submittal to the Engmeermg division Items that conform to permit requirements are marked withl /"j 1. SITE PLAN See(10. Provide a fully dimensioned site plan drawn to scale Show Additional Comments) for 1 X p/1 North arrow 1 1 Existing & proposed structures 1 1 1 1 m 1 /1 Driveway widths Existing or proposed sewer lateral further 1 1 rn L 1 Existing street improvements 1 /1 Existing or proposed water service clarification on 1 1 rn LZJ Property lines (show all dimensions) L_l 1 / • Remove civil plans from City title the marked items 1 ! LJ LZJ Easements LJ/J Right-of-way width & adjacent streets block These plans will not be signed by the city engineer See sheet 4 (C-4) for drainage information indicating flow along with spot elevations/ high points. Show on site plan. • • / Drainage patterns [/[ Building pad surface drainage must maintain a minimum slope of one percent towards an adjoining street or an approved drainage course / [ADD THE FOLLOWING NOTE "Finish grade will provide a minimum positive drainage of 2% to swale 5' away from building" / I Existing & proposed slopes and topography I / I Size, location, alignment of existing or proposed sewer and water service(s) that serves the project Each unit requires a separate service, however, second dwelling units and apartment complexes are an exception Sewer and water laterals should not be located within proposed dnveways, per standards Include on title sheet' / Site address I / I Assessor's parcel number I / I Legal descnption/lot number [~7~1 For commercial/industnal buildings and tenant improvement projects, include total building square footage with the square footage for each different use Include the breakdown of fitness area, leasing office, etc Also, be sure to include the square footage of structures being demolished Lot/Map No 9/10 of Map 10161 Subdivision/Tract Hosp Wy Reference No(s) DWG 206-1 / 206-lA E-36 Page 2 of 6 REV 6/01/12 EAVES AT CARLSBAD (HOSP WAY) PLAN CHECK NO tt CB 12-1333 2. DISCRETIONARY APPROVAL COMPLIANCE _/J Project does not comply with the following engineenng conditions of approval for project no N/A 3. DEDICATION REQUIREMENTS [~7~] Dedication for all street rights-of-way adjacent to the building site and any storm dram or utility easements on the building site is required for all new buildings and for remodels with a value at or exceeding $ 20,000 00 , pursuant to Carlsbad Municipal Code Section 18 40 030 For single family residence, easement dedication will be completed by the City of Carlsbad, cost $605 00 LZJ Dedication required as follows Per Map no. 10161 4. IMPROVEMENT REQUIREMENTS ~/l All needed public improvements upon and adjacent to the building site must be constructed at time of building construction whenever the value of the construction exceeds $100,000 00, pursuant to Carlsbad Municipal Code Section 18 40 040 L/J Public improvements required as follows DWG 206-1 rn l/l 1 1 Construction of the public improvements must be deferred pursuant to Carlsbad Municipal Code Section 18 40 Please submit a recent property title report or current grant deed on the property and processing fee nf $ 441 on so we may prepare the necessary Neighborhood Improvement Agreement This agreement must be signed, notarized and approved by the city pnor to issuance of a building permit N/A E-36 Page 3 of 6 EAVES AT CARLSBAD (HOSP WAY) PLAN CHECK NO # CB 12-1333 5. GRADING PERMIT REQUIREMENTS The conditions that require a grading permit are found in Section 15 16 of the Municipal Code LU I / [Inadequate information available on site plan to make a determination on grading requirements Include accurate grading quantities in cubic yards (cut, fill, import, export and remedial) This information must be included on the plans. If no grading is proposed write- "NO GRADING" I I Grading Permit required NOTE The grading permit must be issued and rough grading approval obtained pnor to issuance of a building permit Graded Pad Certification required (Note Pad certification may be required even if a grading permit is not required) All required documentation must be provided to your Engmeenng Construction Inspector The inspector will then provide the engineering counter with a release for the building permit LZJ No grading permit required I Minor Grading Permit required See attached marked-up submittal checklist for project- specific requirements 6. MISCELLANEOUS PERMITS ru [~7~l RIGHT-OF-WAY PERMIT is required to do work in city nght-of-way and/or pnvate work adjacent to the public right-of-way Types of work include, but are not limited to street improvements, tree tnmming, driveway construction, tying mto public storm dram, sewer and water utilities LZJ Right-of-way permit required for E-36 Page 4 of 6 REV 6/01/12 EAVES AT CARLSBAD (HOSP WAY) PLAN CHECK NO # CB 12-1333 The Project Threat Assessment form indicates a Tier 1 SWPPP. Provide supporting detail of "total" soil disturbance falling under 2500 sf (Tier 1 threshold). Otherwise, a Tier 2 may be required. 7. STORMWATER Construction Compliance I Project Threat Assessment Form complete I Enclosed Project Threat Assessment Form incomplete X LU Requires Tier 1 Storm Water Pollution Prevention Plan Please complete attached form and return (SW I I Requires Tier 2 Storm Water Pollution Prevention Plan Requires submittal of Tier 2 SWPPP, payment of processing fee and review by city **2ND REVIEW** The Storm Water Standards Questionnaire initially indicated a non-pnority project. The 2nd submittal ' does not provide section 2 (page 3). This is required to determine whether this project requires a Storm Water Management plan. Please download the questionnaire (E-34) and return the completed portion of section 2. Post-Development (SUSMP) Compliance I Storm Water Standards Questionnaire complete X X storm Water Standards Questionnaire incomplete Please make the corrections, re-sign the questionnaire and resubmit with next submittal ( 7""""| Project is subject to Standard Storm Water Requirements See city Standard Urban Storm Water Management Plan (SUSMP) for reference http //www carlsbadca aov/business/buildina/Documents/EnqStandsw-stds-vol4-ch2 pdf Project needs to incorporate low impact development strategies throughout in one or more of the following ways [ I Rainwater harvesting (ram barrels or cistern) r I Vegetated Roof I ~| Bio-retentions cell/ram garden r I Pervious pavement/pavers I I Flow-through planter/vegetated or rock dnp line I I Vegetated swales or rock infiltration swales I I Downspouts disconnect and discharge over landscape r~1 Other ***SEE NEXT PAGE FOR MORE INFORMATION REGARDING EACH TIER*** E-36 Page 5 of 6 REV 6/01/12 STORM WATER POLLUTION PREVENTION PLAN - TIER 1 CRITERIA: My project is not in a category of permit types exempt from the ConslAJCtion SWPPP requirements My project is not located inside or within 200 feel of an environmentally sensitive area with a significant potential for contnbuting pollutants to neartjy receiving waters by way of storm water runoff or non-storm water discharge(s) My project does not require a grading plan pursuant to the Cartsbad Grading Ordinance (Chapter 15 16 of the Carlsbad Municipal Code) My project will not result in 2,500 square feet or more of soils disturbance including any associated constmction staging, stockpiling, pavement removal, equipment storage, refueling and maintenance areas that meets one or more ofthe additional following cntena • located wrthin 200 feet of an environmentally sensitive area or the Pacific Ocean, and/or, • disturljed area is located on a slope with a grade at or exceeding 5 honzontal to 1 vertical, and/or • disturtjed area is located along or within 30 feet of a stomi drain inlet, an open drainage channel or watercourse, and/or • constmction will be initiated dunng the rainy season or will extend into the rainy season (Oct. 1 through Apnl 30) Download the Tier 1 (E-29) Template http //www carlsbadca gov/business/building/Documents/E-29 pdf STORM WATER POLLUTION PREVENTION PLAN - TIER 2 CRITERIA: My project requires preparation and approval of a Tier 2 Consfruction Storm Water Pollution Prevention Plan (SWPPP) because my project meets one or more of the following cntena demonstrating that tfie project potentially poses a moderate threat to storm water quality • My project requires a grading plan pursuant to (he Carlsbad Grading Ordinance (Chapter 15 16 of the Carlsbad Municipal Code), and/or, • My Project will result in 2,500 square feet or more of soils disturbance including any associated construction staging, stockpiling, pavement removal, equipment storage, refueling and maintenance areas and, my project meets one or more of the following additional critena. • Project IS located within 200 feet of an environmentally sensitive area or the Pacific Ocean, • Project's disturbed area is located on a slope with a grade at or exceeding 5 horizontal to 1 vertical, • Project s disturbed area is located along or within 30 feet of a storm dram inlet, an open drainage channel or watercourse, and/or • Project will be initiated dunng the rainy season or will extend into ths rainy season (Oct. 1 through Apn! 30) Download the Tier 2 Template http //www carlsbadca qov/business/building/Documents/StormWaterTier2template pdf EAVES AT CARLSBAD (HOSP WAY) PLAN CHECK NO # CB 12-1333 9. WATER METER REVIEW CI Domestic (potable) Use What size meter is required'? LA... Eii iFYI Where a residential unit is required to have an automatic fire extinguishing system, the minimum meter size shall be a 1" meter NOTE the connection fee, SDCWA system capacity charge and the water treatment capacity charge will be based on the size of the meter necessary to meet the water use requirements For residential units the minimum size meter shall be 5/8", except where the residential unit is larger than 3,500 square feet or on a lot larger than one quarter (1/4) acre where the meter size shall be Vt" 8. FEES CU Required fees have been entered in building permit Drainage fee applicable Added square feet Added square footage m last two years'? LJ V^s Permit No Permit No Project built after 1980 {7] yes Impervious surface > 50% Q yes Impact unconstructed facility I 1 yes Fire spnnklers required LJyes [ ^no (is addition over 150' from center line) Upgrade I 1 yes LJ"0 No fees required [7] no CJno a no 10. Additional Comments a) Is there a private.easement for Lot 10 accepting drainage from Lot 9. Please confirm. b) Does the breakdown of impervious area (Sheet 4, C-4) factor in the pervious area (groundcover) called out by the landscape plan (L-4.0)? c) Provide supporting detail of "total" soil disturbance falling within the Tier 1 criteria. Otherwise, a Tier 2 SWPPP may be required. Attachments: , Engineering Application _J Storm Water Form L„ E-36 Page 6 of 6 j RIght-of-Way Application/lnfo. 1/ < Reference Documents REV 6/01/12 ttt Fee Calculation Worksheet ENGINEERING DIVISION CT 79-27 LOT 9/10 EAVES AT CARLSBAD (HOSP WY) Prepared by Linda Ontiveros Date 7/26/12 Address 2262 Avenida IVIagnifica Fees Update by 9/17/12 LO Date Fees Update by GEO DATA: LFMZ: 1 / B&T: o Bldg Permits CB 12-1333 Date EDU CALCULATIONS: List types and square footages for all uses Types of Use POOL BUILDING Types of Use (FEE AS OFFICE) Types of Use Types of Use Sq Ft/Units NEW 2920 SF Sq Ft/Units W/545SF DEMO Sq Ft/Units 2,375 SF/1800 Sq Ft /Units EDU's EDU's EDU's 1.32 EDU's ADT CALCULATIONS: List types and square footages for all uses Sq Ft/Units NEW 20/1000 (SF) Sq Ft/Units W/545 SF DEMO Sq Ft/Units 20/1000 (2,375) Sq Ft /Units Types of Use POOL BUILDING Types of Use (FEE AS OFFICE) Types of Use Types of Use FEES REQUIRED Within CFD [ jYES (no bndge & thoroughfare fee in Distnct #1, reduces Traffic Impact Fee) l/j NO 1 PARK-IN-LIEU FEE DNW QUADRANT DNE QUADRANT QSE QUADRANT [JW QUADRANT ADTs. ADT's ADT's 48 ADT's ADTS/UNITS I X FEE/ADT 2 TRAFFIC IMPACT FEE ADTS/UNITS 48 | X 3 BRIDGE & THOROUGHFARE FEE ADTS/UNITS I X 4 FACILITIES MANAGEMENT FEE ADTS/UNITS IX 5 SEWER FEE EDU's 1.32 BENEFIT AREA: EDU's I X 6 DRAINAGE FEES PLDA ACRES' IX 7 POTABLE WATER FEES UNITS CODE FEE/ADT 95 • DIST #1 FEE/ADT ZONE FEE/SQ FT/UNIT X FEE/EDU 1.096 =$ =$ 4,560 • DIST #2 =$ =$ =$ 1,446.72 J DIST #3 FEE/EDU LZlHIGH : FEE/AC CONN FEE MED =$ UM =$ ECl LOW METER FEE SDCWA FEE TOTAL »»»This may not represent a comprehensive list of fees due for this project. Please contact the Building division at [760] 602-{?719 for a complete listing of fees*** 4 f ^ CITY OF ARLSBA PLAN CHECK REVIEW TRANSMITTAL Community & Economic Development Department 1635 Faraday Avenue Carlsbad CA 92008 www carlsbadca gov DATE: 11/05/2012 PROJECT NAME: EAVES AT CARLSBAD (HOSP WAY) PLAN CHECK NO: CB 12-1333 SET#: II ADDRESS: 2262 AVENIDA MAGNIFICA VALUATION $250,290 PROJECT ID:CT 79-27 APN: 167-250-37 You MAY HAVE CORRECTIONS FROM ONE OR MORE THE DIVISIONS LISTED IN THE TABLE BELOW ^ TO DETERMINE STATUS BY A SPECIFIC DIVISION, PLEASE CONTACT THE BUILDING DIVISION AT EITHER OF THE FOLLOWING 760-602-2719 I 760-602-2718 I 760-602-2717 lllillil lis plan check review is complete and has been APPROVED by: LAND DEVELOPIVIENT ENGINEERING DIVISION • • • •mraLlRSpSJHShJj^jShe Construction Mgmt Division is required Yes fJ No IX] This plan check review is NOT COMPLETE. Items missing or incorrect are listed on the attached checklist. Please resubmit amended plans as required. Plan Check Comments have been sent to: harvey@hscarch.com 1%!,^ :Z6£-602:4610, ;f tijp^: -Eisi'i^fSiimi^p'i'' • j FIRE PREVENTIONS^ f Chris Sexton \ I 760-602-4624 } Chris SextonOcarlsbadca gov j r 1 Kathleen Lawrence 760-602-2741 ( Kathleen LawrenceOcarlsbadca gov r 1 Greg Ryan 1 ' 760-602-4663 i Gregory Ryan@carlsbadca gov | t ; Gina Ruiz i ^ - 760-602-4675 Gma Ruiz@carlsbadca gov [ \y Linda Ontiveros /\ 760-602-2773 Linda Ontiveros@carlsbadca gov & 1 Cindy Wong 1 L 760-602-4662 | Cynthia WongOcarlsbadca gov r - f i 1 , 5 Dominic Fieri i 760-602-4664 ] Dommic Fieri@carlsbadca gov f For questions or clarifications on the attached checklist please contact the reviewer as marked above Remarks: Tier 1 received 11/05/2012. .LOT 10 ^ (IYPSCAU ^ aYrscyij p!fK)«js£D ca«Heff a«fi*£K afl!>'0^<'0El3«»^ a»W( 5 1 5 1 EAVES By AVMO» FTTNESS CENTEB EAVES By AVMO» FTTNESS CENTEB EAVES By AVMO» FTTNESS CENTEB EAVES By AVMO» FTTNESS CENTEB EAVES By AVMO» FTTNESS CENTEB 'Ml "SS-Bar aaim- yw>fflr. OBirtiBiW'iij'i. mtmmxm. aaim- yw>fflr. » T STORWi WATER COMPLIANCE FORI TIER 1 CONSTRUCTION SWPPP E-29 De¥e op -^ent Ssrvices Land Development Engineering i63S Faracav Avenue 760-6O2-27S0 www carlsbaaca ROV STORK %«ATHR COWPUANCE CERTlrlCATE ••.ly projec* is net n a ca'ejcry of Denr.r types exempt from (he Consfruction p-ojec! e noi Iciaieo insics af i.-itfin 2O0 feei ef ar environmenta!!> sens Hi .'e a'ea wih a sijnifscam potentet for contribtring cwllu!3nis lO nearby recei-.mg wafers b-y v.a^ of stom v/aler runoff or nor-siorm v/ater ijischsrce's) •' .'-V P'ojeci does not refCfiisre a graaing plan pursuant *o ;ht Cartebao Grsong O'dinance {Chapter 15 i 6 of .he CafisiJSd Mumooal Cooe) >' prctecl v.* no! result sr, 2 50C square feet or more of soils dBturoance mcfealng ar?y assoctssec onsirjotion staging, ECocKp.ling pavement cemo 'al ec Jiprrssr storage refuenng snd mairtenance areas that nee's ore or ftrc e o! :*ie sodnional foltewg cnSena « tocalesj wthip 2B0 iee« cf an env"ror.nenta% sensit-ve area She Pacific Ocean srsi'o. • disturbed area is locaied on a s'ope wSt a graoe a; or exceecing 5 •sonzonta' to 1 wertjcsi ancfiOr • d'sturbed a^ea m tocsSea aio'W orvHim 30 feet of a sto.ra arain sntei an open crafcsoe chantal of Kvaiercojree; ano/or • ccrtstruc.ioi v=B be latiated dunno tfie ramy season c- wli exteia into ths -atny season cOs* 1 tirstg^i ApflS 30) I Ct^TIPf TO THE eSST 0= mr KNO/VL£CGt THAT filL OF THE /-.30Vc CHECKED STf TEKiEMTS TRUE AND CORRECT I AM SUBMlTTiNG FOR CiT> AP^ROVM. A. TE? 1 CONSTRUCTION SWPPP PREPARED IN i.CCGR0^MC£V%1T'r- TrtE SEOL'tFB.{ENTS OF CiTY STANDARDS 1 UMOEKSTAKD AND ACKNCVV_£DG£ "H'T t MUST (1; IW=LHMEiMT BEST MAft«G3itEN~ PRACTICES ,3\',^Si DURING CCNSTRUCTiON ACTIVITIES TO ~.H£ h'-AXmOM EXTENT PRACTICABLE TO MfNiMEE '^HE .V,CSiU2APON O- POti-UTANTS SUCh AS SEDiMEHT AND TO MlMiMSZE Tr.E EXPOSURE OF STOPM WATER TO CONSTRUCTION "^ELATED PCaU""ANTS AMD Cl ADHERE TO AND iT ALL ~^./iES COMPLY 'AITH TWS Cirv AOoooVED TiEP I D5HSTRUCT10N SWPPP TKSOUGHCUT THE OePA.TION OF T.-E CCNSTRUCTiON ACTa'iTlES U"T1L THE CONSTAUCTiCN » /Opt^ iS CO .IFIETE ANC .-cpPrjvED 3Y THE CiTY OF CAR_SEAO STORM WATER POLLUTION PPEt^ENTION MOTES 1 ALL NECESSARY EQUIPMENT AND rAATERI* LS SH^a EE AVAfU\BLE ON SITE TO AACILi'ATe R«°iO IMSTALLATlON OF EROSiON rti\!D SeCiMEfvT CONTROL BMPS WrtEH RAIN IS EMINENT 2 THE OWNE=?.'COtCT?.AC"OR SHALL RESTORE ALL EPOSION CONTROL DEVICES TO WORKING ORDE^ TO THE SATISFACTION OF THE ClTv ENGINEER AFTER EACH RUN-0== PRODUCING RMliM'^iLL 3 THE OW/NER'CONTRACTOS SHALL INSTALL -DDiTIONAL EROSION CONTROL MEASURES AS J»SAY BE REQUIRED 3Y THE CIT^ ENGINEERING OR SUILDIN'G INSrECTOR DUE TO UNCOMPLETED GR^DiNG OPERATIONS OP UNFORESEEN CIRCUMSTANCES W-ICH MAY APlSc ALL RciviOVABLE PROTECTIVE DEVICES SHAuL BE iN PLACE AT THE END OF EACH WORKING OAY Wr-iEN THE FIVE (S) DAY RAIN PFOaABiLlTt' FORECAST EXCEEDS FOP.T^ PERCENT (40%) SILT AND OTHER DEE,RIS SHALL BE REMOVED AFTER EACH RAINFALL 5 ALL GRAVEL BAGS SHALL 3E BURLKP T' PE Vmn aA INCH MINIMUM AGGREGATE 6 ADEQUATE EROS'ON AND SEDfe'HNT CONTROL AND PERliVlETER PROTECTION BEST MANAGEMENT PRACTICE J'tEASURES MUST BE INSTALLED ANO ^.'AiNTAtNED SPECIAL NOTES PROJECT INIFORMATiON Si.eAaoress 2262 Avenioa Maantfica •Assessors Parcel Number 16/-250-3" Project ID Constaiction Pertrsit No f^^3^ / Es ifTta ed Constnicisors Sssrt Date - roject Duration. Months Errsergency Con.act Name Rob SalkOVltz 2^ nour Phone (949)955-6220 ==ercs,ve<I 0 iow 31 to Storm Water Gual'tv If rneo'um box is checked must attach a ste p^sn sheet snov4r>g proposed work area and iccalion of prooosed sSructjrai BiwPs ~z- d.'i Use Onty =-2S Paae ' REV A'Sft'lO Erosion Control BIVIPs Sediment Control BMPs Best Management Practice (BMP) Description Geotextiles & Mats Wood Mulching Earth Dikes and Drainage Swales Slope Drains Silt Fence Sediment Trap Check Dam Fiber Rolls Gravel Bag Benn Street Sweeping and Vacuuming Sandbag Barner Storm Drain Inlet Protection Stabilized Constnjction Ingress/Egress Stabilized Construction Roadway Water Conservation Practices Paving and Gnnding Ooerations Potable Water/lmgation Vehicle and Equipment Cleanino Matenal Delivery and Stnranp Matenal Use stockpile Management Spill Prevention and CnntrnI Solid Waste Manaoempnt Hazardous Waste Mananpmpnt Concrete Waste Manaoempnt CASQA Designation Construction Activity EC-7 EC-8 EC-9 EC-11 SE-1 SE-3 SE-4 SE-5 SE-6 SE-7 SE-8 SE-10 TR-1 TR-2 NS-1 NS-3 NS-7 NS-8 L-IAIAA WM-2 WM-3 WM-4 WM-5 WM-8 X Grading/Soil Disturbance X X X X X X X X X X X Trenchinq/Excavation K X Stockpiling K Dnllmg/Bonnq X Concrete/Asphalt Saw cutting X X X X. Concrete flatwork X X Paving yc Conduit/Pipe Installation X X Stucco/Mortar Work X Waste Disposal Staging/Lay Down Area Equipment Maintenance and Fueling Hazardous Substance Use/Storage Dewatenng Site Access Across Dirt Other (list) Tracking Control BMPs Non-storm Water Management BMPs Waste Management and Materials Pollution Control BMPs Instructions Begin by reviewing the list of construction activities and checking the box to the left of any activity that will occur dunng the proposed construction Add any other activity descnptions in the blank activity descnption boxes provided for that purpose and place a check in the box immediately to the left of the added activity descnption For each activity descrnbed, pick one or more best management practices (BMPs) from the list located along the top of the fonn Then place an X in the box at the place where the activity row intersects with the BMP column Do this for each activity that was checked off and for each of the selected BMPs selected from the list For Example - If the project includes site access across dirt, then check the box to the left of "Site Access Across Dirt" Then review the list for something that applies such as "Stabilized Construction Ingress/Egress" under Tracking Control Follow along the "Site Access Across Dirt" row until you get to the "Stabilized Construction Ingress/Egress" column and place an X in the box where the two meet As another example say the project included a stockpile thai you intend to cover with a plastic sheet Since plastic sheeting is not on the list of BMPs, then write in "Cover with Plastic" m the Wank colunnn under the heading Erosion Control BMPs Then place an X in the box where the "Stockpiling" row intersects the new "Cover with Plastic" column To learn more about what each BMP descnption means, you may wish to review the BMP Reference Handout prepared to assist applicants in the selection of appropnate Best Management Practice measures The reference also explains the California Stormwater Quality Association (CASQA) designation and how to apply the vanous selected BMPs to a project E-29 Page 2 of 3 REV 4/30/10 1 PROJECT THREAT ASSESSMENT WORKSHEET Development Services FOR DETERMINATION OF Land Development Engineering ^ CITY OF CONSTRUCTION SWPPP 1635 Faraday Avenue CARLSBAD TIER LEVEL E-32 760-602-2750 www carlsbadca gov Project Storm Water Threat Assessment Criteria* Construction SWPPP Tier Level Significant Threat Assessment Critena • My project includes cleanng, grading or other disturbances to the ground resulting in soil disturbance totaling one or more acres including any associated construction staging, equipment storage, stockpiling, pavement removal, refueling and maintenance areas, or, • My project is part of a phased development plan that will cumulatively result in soil disturbance totaling one or more acres including any associated construction staging, equipment storage, refueling and maintenance areas, or, • My project is located inside or within 200 feet of an environmentally sensitive area (see city ESA proximity map) and has a significant potential for contnbuting pollutants to nearby receiving waters by way of storm water runoff or non-storm water discharge(s) Tiers Moderate Threat Assessment Cntena My project does not meet any of the significant threat assessment cntena descnbed above and meets one or more of the following cntena • Project requires a grading plan pursuant to the Carisbad Grading Ordinance (Chapter 15 16 of the Carlsbad Municipal Code), or, • Project will result in 2,500 square feet or more of soils disturbance including any associated construction staging, stockpiling, pavement removal, equipment storage, refueling and maintenance areas and project meets one or more of the additional following cntena • located within 200 feet of an environmentally sensitive area or the Pacific Ocean, and/or, • disturbed area is located on a slope with a grade at or exceeding 5 honzontal to 1 vertical, and/or • disturbed area is located along or within 30 feet of a stom drain inlet, an open drainage channel or watercourse, and/or • construction will be initiated dunng the rainy season or will extend into the rainy season (Oct 1 through Apnl 30) Tier 2 Low Threat Assessment Cntena • My project does not meet any of the significant or moderate threat cntena, is not an exempt permit type (see city's list of permit types exempt from construction SWPPP requirements) and project meets one or more of the following cntena • results in some soil disturbance, and/or • includes outdoor construction activities (such as roofing, saw cutting, equipment washing, matenal stockpiling, vehicle fueling, waste stockpiling) Tierl No Threat Proiect Assessment Cntena • My project is in a category of penmit types exempt from city construction SWPPP requirements (see city's list of permit types exempt from construction SWPPP requirements) and/or does not meet any of the high, moderate or low threat cntena descnbed above Exempt *The city engineer may authonze minor vanances from the stomri water threat assessment cntena in special circumstances where it can be shown that a lesser or higher construction SWPPP tier level is warranted in the opinion ofthe city engineer E-32 Page 1 of 1 REV 4/30/10 %> ^ CITY O F PROJECT THREAT ASSESSMENT WORKSHEET FOR DETERMINATION OF CONSTRUCTION SWPPP TIER LEVEL E-32 Development Services Land Development Engineenng 1635 Faraday Avenue 760-602-2750 wvinw carlsbadca gov Project Storm Water Threat Assessment Criteria* Construction SWPPP Tier Level Significant Threat Assessment Cntena • My project includes cleanng, grading or other disturbances to the ground resulting in soil disturbance totaling one or more acres including any associated construction staging, equipment storage, stockpiling, pavement removal, refueling and maintenance areas, or, • My project is part of a phased development plan that will cumulatively result in soil disturbance totaling one or more acres including any associated construction staging, equipment storage, refueling and maintenance areas, or, • My project is located inside or within 200 feet of an environmentally sensitive area (see city ESA proximity map) and has a significant potential for contnbuting pollutants to nearby receiving waters by way of stomi water runoff or non-stonn water discharge(s) Moderate Threat Assessment Cntena My project does not meet any of the significant threat assessment cntena descnbed above and meets one or more of the following cntena • Project requires a grading plan pursuant to the Carlsbad Grading Ordinance (Chapter 15 16 of the Carlsbad Municipal Code), or, • Project will result in 2,500 square feet or more of soils disturbance including any associated construction staging, stockpiling, pavement removal, equipment storage, refueling and maintenance areas and project meets one or more of the additional following cntena • located within 200 feet of an environmentally sensitive area or fhe Pacific Ocean, and/or, • disturbed area is located on a slope with a grade at or exceeding 5 honzontal to 1 vertical, and/or • disturbed area is located along or within 30 feet of a storm dram inlet, an open drainage channel or watercourse, and/or • construction will be initiated dunng the rainy season or will extend into the ramy season (Od 1 through Apnl 30) Low Threat Assessment Cntena My project does not meet any of the significant or moderate threat cntena, is not an exempt pemnit type (see city's list of pemnit types exempt from construction SWPPP requirements) and project meets one or more ofthe following cntena • results in some soil disturbance, and/or • includes outdoor construction activities (such as roofing, saw cutting, equipment washing, matenal stockpiling, vehicle fueling, waste stockpiling) No Threat Proiect Assessment Cntena • My project is in a category of permit types exempt from city construction SWPPP requirements (see city's list of pennit types exempt from construction SWPPP requirements) and/or does not meet any of the high, moderate or low threat critena descnbed above Tier 3 Tier 2 Tien The city engineer may authorize minor vanances from the stomi water threat assessment cntena in special circumstances where it can be shown thaf a lesser or higher construction SWPPP tier level is wan-anted in the opinion of the city engineer E-32 Page 1 of 1 STORM WATER Develooment Services Land Development Engineering CITY OF STANDARDS Develooment Services Land Development Engineering CITY OF QUESTIONNAIRE 1635 Faraday Avenue CARLSBAD E-34 760-602-2750 E-34 www carlsbadca gov To address post-development pollutants that may be generated from development projects, the City requires that new development and significant redevelopment pnonty projects incorporate Permanent Stomi Water Best Management Practices (BMP's) into the project design per the City's Standard Urban Stormwater Management Plan (SUSMP) To view the SUSMP, refer to the Engmeenng Standards (Volume 4, Chapter 2) at www carlsbadca gov/standards Initially this questionnaire must be completed by the applicant in advance of submitting for a development application (subdivision, discretionary pennits and/or construction pemnits) The results of the questionnaire determine the level of storm water standards that must be applied to a proposed development or redevelopment project Depending on the outcome, your project will either be subject to 'Standard Stomnwater Requirements' or be subject to aclditional cntena called 'Pnonty Development Project Requirements' Many aspects of project site design are dependent upon the storm water standards applied to a project Your responses to the questionnaire represent an initial assessment of the proposed project conditions and impacts Crty staff has responsibility for making the final assessment after submission of the development application If staff determines that the questionnaire was incorrectly filled out and is subject to more stnngent stomn water standards than initially assessed by you, this will result in the return ofthe development application as incomplete In this case, please make the changes to the questionnaire and resubmit to the City If you are unsure about the meaning of a question or need help in determining how to respond to one or more of the questions, please seek assistance from Land Development Engmeenng staff A separate completed and signed questionnaire must be submitted for each new development application submission Only one completed and signed questionnaire is required when multiple development applications for the same project are submitted concurrently In addition to this questionnaire, you must also complete, sign and submit a Project Threat Assessment Form with construction pemnits for the project Please start by completing Section 1 and follow ihe instmctions When completed, sign the fomi at ttie end and submit this with your application to the city SECTI0N.1'"«?'M-**7i/\:*>.C 'rfii<:%} •-'ifli NEW DEVELOPMENT ' "il^K" Mi' 'i^? .T'i- -'^rrftr Does your project meet one or more of the following critena YES NO 1 Housina subdivisions of 10 or more dwellina umts Examoles sinale familv homes, multi-familv homes coniJominium and apartments X 2 Commercial - areater than 1-acre Anv develooment other than heaw industry or residenbal Examoles hosoitals. laboratones and other medical facilities, educational inshtutions, recreational facilities municipal faalities, commercial nursenes, multi-apartment buildings car wash faalities, mmi-malls and other business complexes shopping malls hotels office buildings, public warehouses, automotive dealerships, airfields, and other light industnal facilities X 3 Heavv Industnal 1 Industrv- areater than 1 acre Examoles manufactunna olants. food orocessina olants. metal woricing facilities, pnntmg plants, and fleet storage areas (bus, tmck etc) X 4 AulDmotive repair shoo A faalitv cateaonzed m anv one of Standard Industnal Classification (SICl codes 5013. 5014, 5541, 7532-7534, and 7536-7539 X 6 Restaurjanfs Anv facility that sells oreoared foods and dnnks for consumotion. indudina stationarv lunch counters and refreshment stands selling prepared foods and drinks for immediate consumption (SIC code 5812) where the land area for development is greater than 5 000 square feeL Restaurants where land development is less than 5,000 sciuane feet shall meet all SUSIi^P requirements except fbr structural treatment BMP and numenc sizing cntena requirements and hydromodification requirements X E-34 Page 1 of 3 REV 1/14/11 ^ CITY OF STORM WATER STANDARDS QUESTIONNAIRE E-34 Development Services Land Development Engmeenng 1635 Faraday Avenue 760-602-2750 www carlsbadca gov 6 Hillside develooment Anv development that creates more than 5,000 square feet of impervious surface and is located in an area with known erosive soil conditions, where the development will grade on any natural slope that is twenty-five percent (25%) or greater X 7 Environmentallv Sensitive Area lESA)' All develooment located within or directiv adiacent^ to or discharging directly' to an ESA (where discharges from the development or redevelopment will enter receiving waters wnthin the ESA) which either creates 2,500 square feet or more of impen/ious surface on a proposed project site or increases the area of impennousness of a proposed proiect site 10% or more of its naturally occumng condition X 8 Parkina lot Area of 5 000 square feet or more, or with 15 or more parking soaces. and potentially exoosed to urban njnotf X 9 Streets, roads, hiahwavs. and freewavs Any paved surface that is 5.000 square feet or qreater used for the transportation of automobiles, trucks, motorcycles, and other vehicles X 10 Retail Gasoline Outlets Servina more than 100 vehicles oer day and areater lhan 5.000 square feet X 11 Coastaf Development Zone Anv oroiect located within'200 feel of the Pacific Ocean and (1) creates more than 2500 square feet of impervious surface or (2) increases impervious surface on property by more than 10% X 12 More than 1-acre of distuitance Proiect results in the disturbance of 1-acre or more of land and is considered a Pollutant-generating Development Project" X 1 Efiwronmentally Sensibve Areas Include but are not limited to a!) Clean Water Act Sedion 303(d) impaired water bcrfies areas dMignat«i as Areas of Speaal Bioic^ical Significance by ttie State Water Resources Contrrrf Board (Water Quality Control Han for the San Diego Basin (1994) and amendments) water bodies designated wittt tfie RARE beneiloal use by the State Water Resources Control Board (Water Quality Control Plan for the San Oiego Basin (1934) and amendments) areas deaignalKl as presen/M or ttiew equivalent under the Multi Species Conservation Program withm ttie Cities and County of San Dtego and any o*er equivalent enwrcrtimentally sens*ve areas which have been identified by the Copermittees 2 "OtrecUy adjacenf means situated withm 200 feet of the Environment^ly S^sitive Area 3 "Discharging diredly to' means outflow from a dramage conveyance system that ts composed enbrely of flows from the subject development or redevelopment site and not aimmingled witti fiow from adjacent lands 4 Potlutant-genOTabng Dewlopment Projects are ttiose projects that generate pollutante st levels greater ttian badcgraund levels In gener^, ttiese mdude all projeds ttiat (xintnbute to an exceedance to an impaired water body or which deate new impervious sur^ces greater than SOOO square feet andto introduce new landscaping areas that require routine use of (iertiltzers and pesticides In most cases linear pathway projects ttiat are for mfrequent vehtde use such as emergency or maintenance acc£S8 or for pedestnan or bicyde use are not cwisidered Pdlutant-generatmg .^Development PrajKte if they are built wrth perwius surfaras or if they sheet flow to surroundmg pen/ious surfaces INSTRUCTIONS Section 1 R^ulte [f you answer^ YES to ANY of the questions above, your project ts subject to Pnonty Development Project r^uirements Skip Section 2 and please proceed to Section 3 Check the "meets PRIORITY DEVELOPMENT PROJECT requirements" box in Section 3 Addmonal storm water requirem»its will apply per the SUSMP If you arawered NO to of tfie questions above, then please proceed to Section 2 and follow »ie insUuc&ons E-34 Page 2 of3 REV 1/14/11 PLAN CHECK PLAN CHECK Community & Economic % ! y CiTY OF REVIEW Development Department 1635 Faraday Avenue CARLSBAD TRANSMITTAL Carlsbad CA 92008 CARLSBAD www carlsbadca gov DATE: 7/26/12 PROJECT NAME: EAVES AT CARLSBAD (HOSP WAY) PLAN CHECK NO: CB 12-1333 SET#: I ADDRESS: 2262 AVENIDA MAGNIFICA VALUATION: $250,290 PROJECT ID:CT79-27 APN: 167-250-37 This plan check review is complete and has been APPROVED by: LAND DEVELOPIVIENT ENGINEERING DIVISION By: A Final Inspection by the Construction Mgmt & inspection Division is required j_ Yes ;NO X This plan check review is NOT COMPLETE. Items missing or incorrect are listed on the attached checklist. Please resubmit amended plans as required. Plan Check Comments have been sent to: han^ey@hscarch.com You may also have corrections from one or more of the divisions listed below. Approval from these divisions may be required prior to the issuance of a building permit. Resubmitted plans should include corrections from all divisions. ^C- 'PLANNING%'%r^f'1 rfi ••760-602^4610..; • ^M:V!::> it^"^""i*"-^^f*, ""^^^^^^ ^'''-''^Y'^ -^i'^^ EN.GINEERING,„^^,, J hf^r^/? '.SJ60-602|275a:^^^^ !^ :£^,i,;FIREfRI^ENTIONijf>^^^ Chris Sexton j 760-602-4624 I Chns SextonOcarlsbadca gov l i Kathleen Lawrence i 760-602-2741 Kathleen Lawrence@carlsbadca gov f"'"!' Greg Ryan | ' '• 760-602-4663 j Gregory RyanOcarlsbadca gov 1 r ; Gina Ruiz [ ' - 760-602-4675 f Gma RuizOcarlsbadca gov | v/ Linda Ontiveros /\ 760-602-2773 Lmda Ontiveros@carlsbadca.gov t 1 Cindy Wong ' L ] 760-602-4662 Cynthia WongOcarlsbadca gov i f . 1 r' ~ . t 1 \ L.J 1 ! 1 Dominic Fieri L.J 760-602-4664 ' Dommic Fieri@carlsbadca.gov For questions or clarifications on the attached checklist please contact the reviewer as marked above. Remarks EAVEi AT CARLSBAD (HOSP WAY) PLAN CHECK NO # CB 12-1333 STOP ^ Please Read Any outstanding issues will be marked with , Xl Make the necessary corrections for compliance with applicable codes and standards Submit corrected plans and/or specifications to the Buildmg division for re-submittal to the Engmeering division Items that conform to permit requirements are marked withr/~l See(10. Additional Comments) further clarification the marl<ed 1. SITE PLAN Provide a fully dimensioned site plan drawn to scale Show for on m o KJ items j/J North arrow .1 Existing & proposed structures Existing street innprovements Property lines (show all dimensions) J Easements I / i Right-of-way width & adjacent streets IX] / I Dnveway widths F/1 Existing or proposed sewer lateral LJLJ Existing or proposed water service Remove civil plans from City title block These plans will not be signed by the city engineer CK Fx Please separate Show on site plan the drainage from the grading plan as a separate sheet. The drainage sheet should show specifically arrows indicating flow along with spot elevations/ high pomts. I Drainage patterns Building pad surface drainage must maintain a minimum slope of one percent towards an adjoining street or an approved dramage course JADD THE FOLLOWING NOTE "Finish grade will provide a minimum positive drainage of 2% to swale 5' away from building" I / [Existing & proposed slopes and topography I / ISize, location, alignment of existing or proposed sewer and water service(s) that serves the project Each unit requires a separate service, however, second dwelling units and apartment complexes are an exception m Sewer and water laterals should not be located within proposed dnveways, per standards Include on title sheet • X / Site address / I Assessor's parcel number rVl Legal descnption/lot number j '] For commercial/industnal buildings and tenant improvement projects, include total building square footage with the square footage for each different use • Include the breakdown of fitness area, leasing office, etc Also, be sure to include the square footage of structures being demolished Lot/Map No 9/10 of Map 10161 Subdivision/Tract Hosp Wy Reference No(s) DWG 206-1 / 206-lA E-36 Page 2 of 6 REV 6/01/12 EAVES AT CARLSBAD (HOSP WAY) PLAN CHECK NO # CB 12-1333 2. DISCRETIONARY APPROVAL COMPLIANCE Project does not comply with the following engmeenng conditions of approval for project no IM/A 3. DEDICATION REQUIREMENTS [•/J Dedication for all street nghts-of-way adjacent to the building site and any storm dram or " utility easements on the building site is required for all new buildings and for remodels with a value at or exceeding $ 20,000 00 , pursuant to Carlsbad Municipal Code Section 18 40 030 For single family residence, easement dedication will be completed by the City of Carlsbad, cost $605 00 _/j Dedication required as follows Per l\^ap no. 10161 4. IMPROVEMENT REQUIREMENTS ~/l All needed public improvements upon and adjacent to the building site must be constructed at time of building construction whenever the value of the construction exceeds $100,000 00, pursuant to Carlsbad Municipal Code Section 18 40 040 j/J Public improvements required as follows DWG 206-1 fyT] Construction of the public improvements must be deferred pursuant to Carlsbad Municipal Code Section 18.40 Please submit a recent property title report or current grant deed on the property and processing fee nf $ 441 nn so we may prepare the necessary Neighborhood Improvement Agreement This agreement must be signed, notanzed and approved by the city pnor to issuance of a building permit LZ_1 Future public improvements required as follows N/A E-36 Page 3 of 6 REV 6/01/12 EAVES AT CARLSBAD (HOSP WAY) PLAN CHECK NO # CB 12-1333 5. GRADING PERMIT REQUIREMENTS The conditions that require a grading permit are found in Section 15 16 of the Municipal Code /Jlnadequate information available on site plan to make a determination on grading requirements Include accurate grading quantities in cubic yards (cut, fill, import, export and remedial) This information must be included on the plans If no grading is proposed write- "NO GRADING" IZZJ Grading Permit required NOTE The grading permit must be issued and rough grading approval obtained pnor to issuance of a building permit 11 J Graded Pad Certification required (Note Pad certification may be required even if a grading permit is not required ) All required documentation must be provided to your Engineenng Construction Inspector The inspector will then provide the engineenng counter with a release for the building permit E/. J No grading permit required Minor Grading Permit required See attached marked-up submittal checklist for project- specific requirements 6. MISCELLANEOUS PERMITS "7~1 RIGHT-OF-WAY PERMIT is required to do work in city right-of-way and/or pnvate work adjacent to the public nght-of-way Types of work include, but are not limited to street improvements, tree tnmming, dnveway construction, tying into public storm dram, sewer and water utilities Lr_ J Right-of-way permit required for E-36 Page 4 of 6 REV 6/01/12 EAVES AT CARLSBAD (HOSP WAY) PLAN CHECK NO # CB 12-1333 7. STORMWATER The Project Threat Assessment form indicates a Tier 1 SWPPP. Provide supporting detail of "total" soil disturbance falling within the Tier 1 criteria. Construction Compliance LIZ] Project Threat Assessment Form complete LZZ] Enclosed Project Threat Assessment Form incomplete Requires Tier 1 Storm Water Pollution Prevention Plan Please complete attached form and return (SW ) _J Requires Tier 2 Storm Water Pollution Prevention Plan Requires submittal of Tier 2 SWPPP, payment of processing fee and review by city Post-Development (SUSMP) Compliance The Storm Water Standards Questionnaire indicates a non-priority project. Provide detail regarding the total impervious areas in comparison to the pervious areas. Be sure to exclude the structure which is being demolished. Xj I"""! "'~\ Storm Water Standards Questionnaire complete Storm Water Standards Questionnaire incomplete Please make the corrections, re-sign the questionnaire and resubmit with next submittal CZZl Pi'oject IS subject to Standard Storm Water Requirements See city Standard Urban Storm Water Management Plan (SUSMP) for reference http //www carlsbadca qov/business/buildinq/Documents/EnqStandsw-stds-vol4-ch2 pdf LZZ Project needs to incorporate low impact development strategies throughout in one or more of the following ways fjj Rainwater harvesting (ram barrels or cistern) r~1 Vegetated Roof [ I Bio-retentions cell/ram garden r I Pervious pavement/pavers r~~l Flow-through planter/vegetated or rock dnp line l" "] Vegetated swales or rock infiltration swales Downspouts disconnect and discharge over landscape I ! other E-36 Page 5 of 6 REV 6/01/12 EAVES AT CARLSBAD (HOSP WAY) PLAN CHECK NO # CB 12-1333 9. WATER METER REVIEW 1 I ! 1 Domestic (potable) Use What size meter is required"? Where a residential unit is required to have an automatic fire extinguishing system, the minimum meter size shall be a 1" meter NOTE the connection fee, SDCWA system capacity charge and the water treatment capacity charge will be based on the size of the meter necessary to meet the water use requirements For residential units the minimum size meter shall be 5/8", except where the residential unit is larger than 3,500 square feet or on a lot larger than one quarter (1/4) acre where the meter size shall be %" ZZ iFYI 8. FEES CZZl LZJ CZl yes [7] no Required fees have been entered in building permit ***NEED SQUARE FOOTAGE SUMMARY TO DETERMINE FEES*** Drainage fee applicable Added square feet Added square footage in last two years'? Permit No Permit No Project built after 1980 Impervious surface > 50% Impact unconstructed facility Fire spnnklers required [ "lyes EZlrio (is addition over 150' from center line) •no [7jyes Fjyes • yes • "0 [Zjno LZIno Upgrade No fees required yes 10. Additional Comments a) Show property line separating Lot 9 and 10. b) Provide a separate drainage layer sheet, include flow pattern and high points c) Is there a private easement for Lot 10 accepting drainage from Lot 9 d) Provide a breakdown of each use, include the demolition of structures e) Provide a breakdown of impervious versus pervious for the scope of work f) Will walls be built per SDRSD? g) Provide supporting detail of "total" soil disturbance falling within the Tier 1 criteria. Otherwise, a Tier 2 SWPPP may be required. Attacliments' , Engineering Application [/! Storm Water Form E-36 Page 6 of 6 Rigtit-of-Way Application/lnfo i ! Reference Documents REV 6/01/12 *** Fee Calculation Worksheet *** ENGINEERING DIVISION CT 79-27 LOT 9/10 • EAVES AT CARLSBAD (HOSP WY) Prepared by Linda Ontiveros Date 7/26/12 GEO DATA: LFMZ: / B&T: Address 2262 Avenida Magnifica Bldg Permits 0612-1333 Fees Update by Date Fees Update by Date EDU CALCULATIONS: List types and square footages for all uses Types of Use OFFICE Sq Ft/Units SF/1800 EDU's NEED MORE INFO Types of Use Sq Ft /Units EDU's Types of Use Sq Ft /Units EDU's Types of Use Sq Ft/Units EDU's ADT CALCULATIONS: List types and square footages for all uses Types of Use OFFICE Sq Ft/Units 20/1000 (SF) ADT's NEED MORE INFO Types of Use Sq Ft/Units ADT's Types of Use Sq Ft/Units ADT's Types of Use Sq Ft/Units ADT's FEES REQUIRED Within CFD ElYES (no bridge & thoroughfare fee in District #1, reduces Traffic Impact Fee) • NO 1 PARK-IN-LIEU FEE 'UNW QUADRANT DNE QUADRANT DSE QUADRANT DW QUADRANT ADT'S/UNITS X FEE/ADT' =$ 2 TRAFFIC IMPACT FEE ADT'S/UNITS X FEE/ADT =$ 3 BRIDGE & THOROUGHFARE FEE • DIST #1 • DIST #2 • DIST #3 ADT'S/UNITS X FEE/ADT =$ 4 FACILITIES MANAGEMENT FEE ZONE ADT'S/UNITS X FEE/SQ FT/UNIT =$ 5 SEWER FEE EDU's X FEE/EDU =$ BENEFIT AREA: EDU's X FEE/EDU =$ 6 DRAINAGE FEES PLDA nniGH CZlMED UM rniow ACRES X FEE/AC =$ 7 POTABLE WATER FEES UNITS CODE CONN FEE METER FEE SDCWA FEE TOTAL ***This may not represent a comprehensive list of fees due for this project. Please contact the Building division at (760] 602-2719 for a complete listing of fees*** ^ CITY OF CARLSBAD PROJECT THREAT ASSESSMENT WORKSHEET FOR DETERMINATION OF CONSTRUCTION SWPPP TIER LEVEL E-32 Development Services Land Development Engineering 1635 Faraday Avenue 760-602-2750 www carlsbadca gov Project Storm Water Threat Assessment Criteria* Construction SWPPP Tier Levei Significant Threat Assessment Cntena • My project includes cleanng, grading or other disturbances to the ground resulting in soil disturbance totaling one or more acres including any associated construction staging, equipment storage, stockpiling, pavement removal, refueling and maintenance areas, or, • My project is part of a phased development plan that will cumulatively result in soil disturbance totaling one or more acres including any associated construction staging, equipment storage, refueling and maintenance areas, or, • My project is located inside or withm 200 feet of an environmentally sensitive area (see city ESA proximity map) and has a significant potential for contnbuting pollutants to nearby receiving waters by way of storm water runoff or non-storm water discharge(s) Tiers Moderate Threat Assessment Cntena My project does not meet any of the significant threat assessment critena descnbed above and meets one or more of the following cntena • Project requires a grading plan pursuant to the Carlsbad Grading Ordinance (Chapter 15 16 of the Carlsbad Municipal Code), or, • Project will result in 2,500 square feet or more of soils disturbance including any associated construction staging, stockpiling, pavement removal, equipment storage, refueling and maintenance areas and project meets one or more of the additional following critena • located within 200 feet of an environmentally sensitive area or the Pacific Ocean, and/or, • disturbed area is located on a slope with a grade at or exceeding 5 honzontal to 1 vertical, and/or • disturbed area is located along or within 30 feet of a storm dram mlet, an open drainage channel or watercourse, and/or • construction will be initiated dunng the ramy season or will extend into the ramy season (Oct 1 through Apnl 30) Tier 2 Low Threat Assessment Critena • My project does not meet any of the significant or moderate threat critena, is not an exempt permit type (see city's list of permit types exempt from construcfion SWPPP requirements) and project meets one or more of the following cntena • results in some soil disturbance, and/or • includes outdoor construction activities (such as roofing, saw cutting, equipment washing, material stockpiling, vehicle fueling, waste stockpiling) Tierl No Threat Proiect Assessment Cnteria • My project is in a category of permit types exempt from city construction SWPPP requirements (see city's list of permit types exempt from construction SWPPP requirements) and/or does not meet any of the high, moderate or low threat cnteria descnbed above Exempt *The City engineer may authonze minor vanances from the storm water threat assessment critena in special circumstances where it can be shown that a lesser or higher construction SWPPP tier level is warranted in the opinion of the city engineer E-32 Page 1 of 1 REV 4/30/10 MAP NO. 10161 Sf«ET 2 OF II SHEETS RDUWDl^'REBAR MO RECOEO REPLACED PER LEGEWD ?i\ F01JyD%"lRON —' ^^PIPE PCE 9525 WO CEC AVENUE RXJND lEOW PIPE +-TAG- LS 2304- WQ REC EEPLftCED PER LSGEklD / ROr L KLEMA ENGINEERS, /NC J/vj 7982 --Si MAP NO. 10161 CARLSBAD TRACT NO. 79-37 SHEET 9 OF / I SWEETS SEE SHEET /V«<3 7 SEE SWEET ^y9 lO ROV LKLEMA, ENGINEERS. INC JN 7982 STORM WATER Development Services Engineering Department STANDARDS Development Services Engineering Department ^ CITY OF QUESTIONNAIRE 1635 Faraday Avenue CARLSBAD E-34 7m-6O2-2790 www carlsbadca gov SECTION 1 NEW DEVELOPMENT PRIORITY PROJECT TYPE Does you project meet one or more of the following cntena YES NO 1 Housina subdivisions of 10 or more dwellina units Examples single family homes, multi-family homes, condominium and apartments 2 Commercial - areater than 1-acre Any development other than heavy industry or residential Examples hospitals, laboratones and other medical facilities, educational institutions, recreational facilities, municipal facilities, commercial nursenes, multi-apartment buildings, car wash facilities, mini-malls and other business complexes, shopping malls, hotels, office buildings, public warehouses, automotive dealerships, airfields, and other light industnal facilities < 3 Heaw Industrial / Industry- areater than 1 acre Examoles manufactunng plants, food processinq plants, metal workmg facilities, printing plants, and fleet storage areas (bus, truck, etc) { 4 Automotive repair shop A facility categorized m any one of Standard Industrial Classification (SIC) codes 5013, 5014, 5541, 7532-7534, and 7536-7539 i 5 Restaurants Anv facility that sells prepared foods and dnnks for consumption, including stationary lunch counters and refreshment stands selling prepared foods and dnnks for immediate consumption (SIC code 5812), where the land area for development is greater than 5,000 square feet Restaurants where land development is less than 5,000 square feet shall meet all SUSMP requirements except for structural treatment BMP and numenc sizing cntena requirements and hydromodification requirements 6 Hillside develooment Anv development that creates 5.000 square feet of impervious surface and is located in an area with known erosive soil conditions, where the development will grade on any natural slope that is twenty-five percent (25%1 or greater 7 Environmentallv Sensitive Area (ESA)^ All develooment located within or directly adiacent^ to or discharging directly^ to an ESA (where discharges from the development or redevelopment will enter receiving waters within the ESA), which either creates 2,500 square feet of impervious surface on a proposed project site or increases the area of imperviousness of a proposed project site to 10% or more of its naturally occurring condition i 8 Part/no to* Area of 5.000 souare feet or more, or with 15 or more parking spaces, and potentially exposed to urban runoff 9 Streets, roads, hiahwavs, and freewavs Anv oaved surface that is 5,000 sguare feet or greater used for the transportation of automobiles, trucks, motorcycles, and other vehicles \f 10 Retail Gasoline Outlets Serving more than 100 vehicles oer day and greater than 5,000 sguare feet i 11 Coastal Develooment Zone Any oroiect located within 200 feet of the Pacific Ocean and (1) creates more than 2500 square feet of impermeable surface or (2) increases impermeable surface on property by more than 10% a 12 More than 1-acre of disturbance Proiect results in the disturbance of more than 1-acre or more of land and is considered a Pollutant-generating Development Project"* 1 Environmentally Sensitive Areas include but are not limited to all Clean Water Act Section 303(d) impaired water bodies areas designated as Areas of Special Biological Significance by the State Water Resources Control Board (Water Quality Control Plan for the San Diego Basin (1994) and amendments) water bodies designated with the RARE beneficial use by the State Water Resources Control Board (Water Quality Control Plan for the San Diego Basin (1994) and amendments), areas designated as preserves or their equivalent under the Multi Species Conservation Program within the Cities and County of San Diego, and any other equivalent environmentally sensitive areas which have been identified by the Copermittees 2 'Directly adjacent" means situated within 200 feet of the Environmentally Sensitive Area 3 "Discharging directly to" means outflow from a drainage conveyance system that is composed entirely of flows from the subject development or redevelopment site, and not commingled with flow from adjacent lands 4 Pollutant-generating Development Projects are those projects that generate pollutants at levels greater than background levels In general, these include all projects that contnbute to an exceedance to an impaired water body or which create new impervious surfaces greater than 5000 square feet and/or introduce new landscaping areas that require routine use of fertilizers and pesticides In most cases linear pathway projects that are for infrequent vehicle use, such as emergency or maintenance access or for pedestrian or bicycle use are not considered Pollutant-generating Development Projects if they are built wrth pervious surfaces or if they sheet flow to surrounding pervious surfaces Section 1 Results If you answered YES to ANY of the questions above your project is subject to Pnonty Development Project requirements Please check the "meets PRIORITY DEVELOPMENT PROJECT requirements" box in Section 3 A Storm Water Management Plan, prepared in accordance with City Storm Water Standards, must be submitted at time of application If you answered NO to ALL of the questions above, then your project is subject to Standard Stormwater Requirements Please check the "does not meet PDP requirements" box in Secfion 3 E-34 Page 2 of 3 REV 3/23/10 ^ CITY OF CARLSBAD STORM WATER STANDARDS QUESTIONNAIRE E-34 Development Services Engineering Department 1635 Faraday Avenue 760-602-2750 www carlsbadca gov SECTION 2 SIGNIFICANT REDEVELOPMENT Complete the questions below regarding your redevelopment project YES NO 1 Project results in the disturbance of more than 1-acre or more of land and is considered a Pollutant-generating Development Project (see definition in Section 1) If you answered NO, please proceed to question 2 If you answered YES, then you ARE a significant redevelopment and you ARE subject to PRIORITY DEVELOPMENT PROJECT requirements Please check the "meets PRIORITY DEVELOPMENT PROJECT requirements" box in Section 3 below 2 Is the project redeveloping an existing prionty project type"? (Pnonty projects are defined in Section 1) If you answered YES, please proceed to question 3 If you answered NO, then you ARE NOT a significant redevelopment and your project is subject to STANDARD STORMWATER REQUIREMENTS Please check the "does not meet PDP requirements" box in Section 3 below 3 Is the proiect solely limited to lust one of the following a Trenching and resurfacing associated with utility work"? < b Resurfacing and reconfigunng existing surface parking lots'? c New sidewalk construction, pedestrian ramps, or bike lane on public and/or private existing roads? < d Replacement of existing damaged pavemenf? If you answered NO to ALL of the questions, then proceed to question 4 If you answered YES to ANY of the questions then you ARE NOT a significant redevelopment and your project is subject to Standard Stormwater Requirements Please check the "does not meet PDP requirements" box in Section 3 below 4 Will your redevelopment project create, replace, or add at least 5JJQ0-square feet of impervious surfaces on an existing development(^be located within_2flQi6et.jDf the Pacific Ocean ag^ (l)createtnore-than 2500 square feet of impermeable surface or (2) increases impermeable surface on the property by more than 10%'? i If you answered YES, you ARE a significant redevelopment, and you ARE subject to PRIORITY DEVELOPMENT PROJECT requirements Please check the "meets PRIORITY DEVELOPMENT PROJECT requirements" box in Section 3 below If you answered NO, then you ARE NOT a significant redevelopment and your project is subject to STANDARD STORMWATER REQUIREMENTS Please check the "does not meet PDP requirements" box in Section 3 below SECTION 3 Questionnaire Results • My project meets PRIORITY DEVELOPMENT PROJECT (PDP) requirements and must comply with additional stormwater cntena per the SUSMP and must prepare a Storm Water Management Plan for submittal at time of application My project does not meet PDP requirements and must only comply with STANDARD STORMWATER REQUIREMENTS per the SUSMP Applicant Information and Signature Box This Box for City Use Only Address 2)>,rtjQe^^ <2Kit.\zr Assessor's Parcel Number(s) ApplicawTName / Applicant Title Applicant Signajdre Date ts City Concurrence YES NO By Project ID E-34 Page 3 of 3 REV 3/23/10 CITY OF CARLSBAD STORM WATER COMPLIANCE FORM TIER 1 CONSTRUCTION SWPPP E-29 Development Services Land Development Engineering 1635 Faraday Avenue 76a602-2750 www carlsbadca gov STORIVI WATER COMPLIANCE CERTIFICATE My project is not in a category of permit types exempt from the Construction SWPPP requirements My project is not located inside or within 200 feet of an environmentally sensitive area wtth a significant potential for contnbuting pollutants to nearby receiving waters by way of storm water runoff or non-storm water discharge(s) y My project does not require a grading plan pursuant to the Carisbad Grading Ordinance (Chapter 15 16 of the Cartsbad Municipal Code) My project will not result in 2,500 square feet or more of soils disturbance including any associated construction staging, stockpiling pavement removal equipment storage refueling and maintenance areas that meets one or more of the additional following criteria • located within 200 feet of an environmentally sensitive area or the Pacific Ocean, and/or, • disturbed area is located on a slope with a grade at or exceeding 5 horizontal to 1 vertical, and/or • disturt)ed area is located along or within 30 feet of a storm drain inlet, an open drainage channel or watercourse and/or • construction will be initiated dunng the rainy season or will extend into the rainy season (Oct 1 through Apnl 30) I CERTIFY TO THE BEST OF MY KNOWLEDGE THAT ALL OF THE ABOVE CHECKED STATEMENTS ARE TRUE AND CORRECT 1 AM SUBMITTING FOR CITY APPROVAL A TIER 1 CONSTRUCTION SWPPP PREPARED IN ACCORDANCE WITH THE REQUIREMENTS OF CITY STANDARDS I UNDERSTAND AND ACKNOWLEDGE THAT I MUST (1) IMPLEMENT BEST MANAGEMENT PRACTICES (BMPS) DURING CONSTRUCTION ACTIVITIES TO THE MAXIMUM EXTENT PRACTICABLE TO MINIMIZE THE MOBILIZATION OF POLLUTANTS SUCH AS SEDIMENT AND TO MINIMIZE THE EXPOSURE OF STORM WATER TO CONSTRUCTION RELATED POLLUTANTS, AND, (2) ADHERE TO AND AT ALL TIMES COMPLY WITH THIS CITY APPROVED TIER 1 CONSTRUCTION SWPPP THROUGHOUT THE DURATION OF THg^-eSNSTRUCTlON ACTIVITIES UNTIL THE CONSTRUCTIONJ«OI5K IS C/DMPLETE AND APPROVED BY THE CITY OF CARLSBAD 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 ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL 3 THE OWNER/CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEERING OR BUILDING INSPECTOR DUE TO UNCOMPLETED 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 PERCENT (40%) SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL 5 ALL GRAVEL BAGS SHALL BE BURLAP TYPE VWTH 3/4 INCH MINIMUM AGGREGATE 6 ADEQUATE EROSION AND SEDIMENT CONTROL AND PERIMETER PROTECTION BEST MANAGEMENT PRACTICE MEASURES MUST BE INSTALLED AND MAINTAINED SPECIAL NOTES PROJECT INFORIVIATION x . Site Address Assessor's Parcel Number Project ID Constraction Penmit No Estimated Constn/ction Start Date^ ^ t*^ Project Duration Months Emergency Contact Name TYLOR FISHER tiour Pho Perceived Threat to Storm Water Quality IZl Medium ^ Low If medium box is checked must attach a site plan sheet showing proposed wortt area and location of proposed structural BMPs For City Use Only CITY OF CARLSBAD STANDARD TIER 1 SWPPP Approved By _ E-29 Page 1 of 3 REV 4/30/10 STORM WATER Development Services CITY OF CARLSBAD COMPLIANCE ASSESSMENT B-24 Building Division 1635 Faraday Avenue 760-602-2719 WWW carlsSadca gov I am applying to the City of Carlsbad for the following type(s) of construction permit • Building Permit • Right-of-Way Permit • My project is categorically EXEIVIPT from the requirement to prepare a storm water pollution prevention plan (SWPPP) because it only requires issuance of one or more of the following permit types Electncal Fire Additional Fire Alarm Fixed Systems Mechanical Mobile Home Plumbing Ratio/Deck Photo Voltaic Re-Roofing Sign Spa-Factory Spnnkler Water Discharge Project Storm Water Threat Assessment Criteria'* Wo ThreaMssessmenf Criteria • My proiect qualifies as NO THREAT and is exempt from the requirement to prepare a storm vvater pollution prevention plan (SWPPP) because It meets the "no threat" assessment cntena on the City's Project Threat Assessment Worksheet for Detennination of Construction SWPPP Tier Level My project does not meet any of the High, Moderate or Low Threat cntena descnbed below Tierl - Low Threat Assessment Cnteria 5j_ My project does not meet any of the Significant or Moderate Threat cntena, is not an exempt permit type (See list above) and the project meets one or more of the following cntena • Results in some soil disturbance, and/or • Includes outdoor construction activities (such as saw cutting, equipment washing, matenal stockpiling, vehicle fueling, waste stockpiling) Tier 2 • Moderate Threat Assessment Criteria • ti/ly project does not meet any of the Significant Threat assessment Cntena descnbed below and meets one or more of the following cntena • Project requires a grading plan pursuant to the Carlsbad Grading Ordinance (Chapter 1516 ofthe Carlsbad Municipal Code), or, • Project will result in 2,500 square feet or more of soils disturbance including any associated construction staging, stockpiling, pavement removal, equipment storage, refueling and maintenance areas and project meets one or more of the additional following cntena • Located within 200 feet of an environmentally sensitive area or the Pacific Ocean, and/or • Disturbed area is located on a slope with a grade at or exceeding 5 horizontal to 1 vertical, and/or • Disturbed area is located along or within 30 feet of a storm dram inlet, an open drainage channel or watercourse, and/or • Construction will be initiated dunng the rainy season or will extend into the rainy season (Oct 1 through Apnl 30) Tier 3 - Significant Threat Assessment Criteria • My project includes cleanng, grading or other disturbances to the ground resulting in soil disturbance totaling one or more acres including any associated construction staging, equipment storage, stockpiling, pavement removal, refueling and maintenance areas and/or • My project is part of a phased development plan that will cumulatively result in soil disturbance totaling one or more acres including any associated constaiction staging, equipment storage, refueling and maintenance areas or, • My project is located inside or within 200 feet of an environmentally sensitive area (see City ESA Proximity map) and has a significant potential for contnbuting pollutants to nearby receiving waters by way of storm water runoff or non-stonn water discharge(s) / certify to the best of my knowledge that the above checked statements are true and correct I understand and acknowledge that even though this project does not require preparation of a construction SWPP, I must still adhere to, and at all times during construction activities for the permit type(s) check above comply with the storm water best management practices pursuant to Title 15 ofthe Carlsbad Municipal Code and to City Standards •The Cily Engineer may authonze minor vanances from the Storm Water Threat Assessment Cntena m special circumstances where it can be shown that a lesser or higher cionstnjction SWPPP Tier Level is wananted Project Address Assessor Parcel No OimSrlOmefs Authorized Ment Name Title \Dwner/Owner's Ajifhonzed Agent Signature Date City C^urrence •^ES QNO By Date Project ID B-24 Page 1 of 1 Rev 03/09 HARVEY From: CEandS@aol com Sent: Thursday, August 16, 2012 2 31 PM To: han/ey@hscarch com Cc: frank@topialand com Subject: Eaves - Carlsbad Attachments: Carlsbad Storm Forms - Eaves PDF, FILE0001 PDF, FILE0002 PDF, FILE0003 PDF, FILE0004 PDF, FILE0005 PDF Harvey Attached are the revised Grading Plan and the Forms we were asked to fill out The Storm Water Standards Questionnaire needs to be signed by the applicant We left the applicant space open I don't know who the designated applicant is I have no issues from the EsGil comments so the following are my responses to the Engmeenng issues from the City of Carlsbad Plan Check Page 2 They asked that we prepare a separate Drainage Plan Sheet and add a note I separated some of the information on the Grading Sheet into two sheets, a Grading Sheet and a Drainage Sheet We have never been required to do that before but did so nonetheless The plan includes existing and proposed spot elevations (for top of grate elevations too) that can be used to determine direction of flow and we included arrows to indicated the flow We added a note they required, which doesn't really apply to this project, and clanfied its meaning The note is on sheet 4 Page 5 We have included (attached) the Threat Assessment Form and the total area of disturbance is 4870 SF We have included the Storm Water Standards Questionnaire and have tabulated the pervious area changes on sheet 4 These are all the items I was to address although I did add a note to sheet 3 discussing the easements and property lines I will be out of the office, as we discussed, Fnday through Tuesday, I will be back next Wednesday Good luck with the submittal, Tony Antony K Chnstensen, PE, PLS for Chnstensen Engineenng & Surveying 7888 Silverton Avenue, Suite "J" San Diego, California 92126 (858) 271-9901 (858)271-8912 FAX ceands@aol com No virus found in this message Checked by AVG - www avg com Version 2012 0 2197/Virus Database 2437/5203 - Release Date 08/15/12 A> ^ CITY OF PLAN CHECK Community & Economic A> ^ CITY OF REVIEW Development Department 1635 Faraday Avenue CARLSBAD TRANSMITTAL Carlsbad CA 92008 www carlsbadca gov DATE: 7/26/12 PROJECT NAME: EAVES AT CARLSBAD (HOSP WAY) PLAN CHECK NO: CB 12-1333 SET#: I ADDRESS: 2262 AVENIDA iVIAGNIHCA VALUATION: $250,290 PROJECT ID:CT 79-27 APN: 167-250-37 This plan check review is complete and has been APPROVED by: LAND DEVELOPIVIENT ENGINEERING DIVISION By: A Final Inspection by the Construction Mgmt & inspection Division is required Yes I No X This plan check review is NOT COMPLETE. Items missing or incorrect are listed on the attached checklist. Please resubmit amended plans as required. Plan Check Comments have been sent to:hareey@hscarch.coin You may also have corrections from one or more ofthe divisions listed below. Approval from these divisions may be required prior to the issuance of a building permit. Resubmitted plans should include corrections from all divisions. PLANNING 760-602-4610 { ENGINEERING j 760-602-2750 FIRE PREVENTION 760-602-4665 Chris Sexton 760-602-4624 Chris Sexton@carlsbadca.gov 1 Kathleen Lawrence 760-602-2741 Kathleen Lawrence@carlsbadca gov Greg Ryan 760-602-4663 Gregory Ryan@carlsbadca gov . Gina Ruiz 760-602-4675 Gma Ruiz@carlsbadca.gov |\/| Linda Ontiveros kL-iJ 760-602-2773 Lmda.Ontiveros@carlsbadca gov Cindy Wong 760-602-4662 Cynthia.Wong@carlsbadca.gov J ~ Dominic Fieri ' 760-602-4664 Dommic Fien@carlsbadca gov For questions or clarifications on the attached checklist please contact the reviewer as marl<ed above. Remarks: EAVES AT CARLSBAD (HOSP WAY) PLAN CHECK NO # CB 12-1333 STOP V Please Read See(10. Additional Comments) for further clarification on the marked items Any outstanding issues will be marked with X • 'ffi the necessary corrections for compUance with apphcable codes and standards. Submit corrected plans and/or specifications to the Building division for re-submittal to the Engineenng division. Items that conform to permit requirements are marked with / 1. SITE PLAN Provide a fully dimensioned site plan drawn to scale. Show X X X I North arrow I ~1 Existing & proposed structures Existing street improvements I Ji Property lines (show all dimensions) I 1 Easements 1/ I Right-of-way width & adjacent streets X I / I Dnveway widths I / I Existing or proposed sewer lateral L/J Existing or proposed water service 1—^ Remove civil plans from City title block These plans will not be signed by the city engineer Please separate Show on site plan. the drainage from the grading plan as a separate sheet. The drainage sheet should show specifically arrows indicating flow along with spot elevations/ high points. m m m I ^Drainage patterns r/l Building pad surface drainage must maintain a minimum slope of one percent towards an adjoining street or an approved drainage course I /fADD THE FOLLOWING NOTE "Finish grade will provide a minimum positive drainage of 2% to swale 5' away from building" / I Existing & proposed slopes and topography I / [Size, location, alignment of existing or proposed sewer and water service(s) that serves the project Each unit requires a separate service, however, second dwelling units and apartment complexes are an exception I / I Sewer and water laterals should not be located within proposed dnveways, per standards Include on title sheet. X X I / I Site address I / \ Assessor's parcel number I / I Legal descnption/lot number \_(^ For commercial/industnal buildings and tenant improvement projects, include total building square footage with the square footage for each different use Include the breakdown of fitness area, leasing office, etc Also, be sure to include the square footage of structures being demolished Lot/Map No 9/10 of Map 10161 Subdivision/Tract Hosp Wy Reference No(s) DWG 206-1 / 206-lA E-36 Page 2 of 6 REV 6/01/12 EAVES AT CARLSBAD (HOSP WAY) PLAN CHECK NO # CB 12-1333 2. DISCRETIONARY APPROVAL COMPLIANCE / 1 Project does not comply with the following engmeenng conditions of approval for project no N/A 3. DEDICATION REQUIREMENTS Z] Dedication for all street nghts-of-way adjacent to the building site and any storm dram or utility easements on the building site is required for all new buildings and for remodels with a value at or exceeding $ 20.000 00 , pursuant to Carlsbad Municipal Code Section 18 40 030 For single family residence, easement dedication will be completed by the City of Carlsbad, cost $605 00 / I Dedication required as follows Per Map no. 10161 4. IMPROVEMENT REQUIREMENTS / I All needed public improvements upon and adjacent to the building site must be constructed at time of building construction whenever the value of the construction exceeds $100.000 00. pursuant to Carlsbad Municipal Code Section 18 40 040 / I Public improvements required as follows DWG 206-1 Construction of the public improvements must be deferred pursuant to Carlsbad Municipal Code Section 18.40 Please submit a recent property title report or current grant deed on the property and processing fee nf $ 441 nn so we may prepare the necessary Neighborhood Improvement Agreement This agreement must be signed, notanzed and approved by the city pnor to issuance of a building permit / I Future public improvements required as follows N/A E-36 Page 3 of 6 EAVES AT CARLSBAD (HOSP WAY) PLAN CHECK NO » CB 12-1333 5. GRADING PERMIT REQUIREMENTS The conditions that require a grading permit are found in Section 15 16 of the Municipal Code • • • "/llnadequate information available on site plan to make a determination on grading requirements Include accurate grading quantities in cubic yards (cut, fill, import, export and remedial) This information must be included on the plans. If no grading is proposed write- "NO GRADING" I Grading Permit required NOTE The grading permit must be issued and rough grading approval obtained pnor to issuance of a building permit I Graded Pad Certification required (Note Pad certification may be required even if a grading permit is not required ) All required documentation must be provided to your Engmeenng Construction Inspector The inspector will then provide the engmeenng counter with a release for the building permrt / I No grading permit required I Minor Grading Permit required See attached marked-up submittal checklist for project- specific requirements 6. MISCELLANEOUS PERMITS • [~7~l RIGHT-OF-WAY PERMIT is required to do work in city nght-of-way and/or pnvate work adjacent to the public nght-of-way Types of work include, but are not limited to street improvements, tree tnmming, dnveway construction, tying into public storm dram, sewer and water utilities • I Right-of-way permit required for E-36 Page 4 of 6 REV 6/01/12 EAVES AT CARLSBAD (HOSP WAY) PLAN CHECK NO # CB 12-1333 7. STORMWATER The Project Threat Assessment form indicates a Tier 1 SWPPP. Provide supporting detail of "total" soil disturbance falling within the Tier 1 criteria. The Storm Water Standards Questionnaire indicates a non-priority project. Provide detail regarding the total impervious areas in comparison to the pervious areas. Be sure to exclude the structure which is being demolished. X Construction Compliance I Project Threat Assessment Form complete I Enclosed Project Threat Assessment Form incomplete Requires Tier 1 Storm Water Pollution Prevention Plan and retum (SW ) Please complete attached form Requires Tier 2 Storm Water Pollution Prevention Plan Requires submittal of Tier 2 SWPPP, payment of processing fee and review by city Post-Development (SUSMP) Compliance X • j Storm Water Standards Questionnaire complete [ Storm Water Standards Questionnaire incomplete Please make the corrections, re-sign the questionnaire and resubmit with next submittal Project IS subject to Standard Stom Water Requirements See city Standard Urban Storm Water Management Plan (SUSMP) for reference http //www carlsbadca qov/business/buildinq/Documents/EnqStandsw-stds-vol4-ch2 pdf Project needs to incorporate low impact development strategies throughout in one or more of the following ways I I Rainwater harvesting (ram barrels or cistern) I I Vegetated Roof I I Bio-retentions cell/ram garden I I Pervious pavement/pavers I I Flow-through planter/vegetated or rock dnp line I I Vegetated swales or rock infiltration swales I I Downspouts disconnect and discharge over landscape I I Other E-36 Page 5 of 6 EAVES AT CARLSBAD (HOSP WAY) PLAN CHECK NO # CB 12-1333 9. WATER METER REVIEW Domestic (potable) Use What size meter is required*? ZD FYI FYI Where a residential unit is required to have an automatic fire extinguishing system, the minimum meter size shall be a 1" meter NOTE the connection fee, SDCWA system capacity charge and the water treatment capacity charge will be based on the size of the meter necessary to meet the water use requirements For residential units the minimum size meter shall be 5/8", except where the residential unit is larger than 3,500 square feet or on a lot larger than one quarter (1/4) acre where the meter size shall be %" 8. FEES X I I yes [7] no Required fees have been entered in building permit ***NEED SQUARE FOOTAGE SUMMARY TO DETERMINE FEES*** Drainage fee applicable Added square feet Added square footage in last two years'? Permit No Permrt No Project built after 1980 Impervious surface > 50% Impact unconstructed facility Fire sprinklers required Qyes | |no (is addition over 150' from center line) Upgrade Q yes | |no No fees required [7] yes • yes • yes • no • no • no 10. Additional Comments ^^i^^^^tTjroperty line separating Lot 9 and 10. jei^ifProvide a separate drainage layer sheet, include flow pattern and high points c) Is there a private easement for Lot 10 accepting drainage from Lot 9 mojlAOH jlH'rovide a breakdown of each use, include the demolition of structures — ^ '^'^i/ ^ e) Provide a breakdown of impervious versus pervious for the scope of work >^ f) Will walls be built per SDRSD? g) Provide supporting detail of "total" soil disturbance falling within the Tier 1 criteria. Otherwise, a Tier 2 SWPPP may be required. Attachments:^ ' Engmeering Application '/I Storm Water Form E-36 Page 6 of 6 Right-of-Way Application/lnfo. I Reference Documents REV 6/01/12 ^ CITY OF CARLSBAD PLAN CHECK REVIEW TRANSMITTAL Community & Economic Development Department 1635 Faraday Avenue Carlsbad CA 92008 www carlsbadca gov DATE: July 19, 2012 PROJECT NAIVIE: PROJECT ID: PLAN CHECK NO: CB 12-1333 SET#: 1 ADDRESS: 2250 Avenida Magnifica APN: 167-250-37-00 This plan check review is complete and has been APPROVED by the Planning Division. By: Chris Sexton A Final Inspection by the Planning Division is required • Yes No • This plan check review is NOT COMPLETE. Items missing or incorrect are listed on the attached checklist. Please resubmit amended plans as required. Plan Check Comments have been sent to: You may also have corrections from one or more ofthe divisions listed below. Approval from these divisions may be required prior to the issuance of a building permit. Resubmitted plans should include corrections from all divisions. For questions or clarifications on the attached checklist please contact the following reviewer as marked i^f' "*'**' ;'PLANNii^iG;'r^-^^-"-;..«:: C •7§0i602^6ib* **. ' ^ENGlNEERmG'.'l^:-*-^*' - ' *.;jf''760-602-275p;*e„ -/^' : FIRE PREVENTION • ' \v,76d-602-466'5 • ^ ,-?»-'. ..- X Chris Sexton 760-602-4624 Chns Sexton@carlsbadca gov 1 Kathleen Lawrence 760-602-2741 Kathleen Lawrence@carlsbadca gov 1 1 Greg Ryan 760-602-4663 Gregorv Rvan@carlsbadca gov 1 1 Gina Ruiz 760-602-4675 Gma Ruiz@carlsbadca gov 1 Linda Ontiveros 760-602-2773 Lmda Ontiveros@carlsbadca gov Cindy Wong 760-602-4662 Cvnthia Wong@carlsbadca gov • Dominic Fieri 760-602-4664 Dommic Fieri@carlsbadca gov Remarks: ^ PLANNING DIVISION Development Services <|^f> BUILDING PLAN CHECK Planning Division ^'ciTY OF REVIEW CHECKLIST TeZollTil CARLSBAD P-28 www carisbadca gov Plan Check No CB 12-1333 Address 2250 Avenida Magnifica Date July 19, 2012 Review # 1 Planner Chris Sexton Phone (760) 602-4624 APN 167-250-37-00 Type of Project & Use DEMO EXISTING LEASE OFFICE AND CONSTRUCT TWO-STORY LEASING OFFICE/FITNESS BUILDING Net Project Density n/a DU/AC Zoning P-C General Plan RMH/OS Facilities Management Zone 1 CFD (in/out) #_Date of participation Remaining net dev acres (For non-residential development Type of land use created by this permrt ) REVIEW # 12 3 Legend- ^ Item Complete • Item Incomplete - Needs your action K • • Environmental Review Required YES • NO • TYPE DATE OF COMPLETION Compliance wrth conditions of approval If not, state condrtions which require action Condrtions of Approval S • • Discretionary Action Required- YES • NO • TYPE APPROVAL/RESO NO DATE PROJECT NO OTHER RELATED CASES Compliance with conditions or approvaP If not, state conditions which require action Condrtions of Approval n n Coastal Zone Assessment/Compliance Project site located in Coastal Zone? YES • NO Q CA Coastal Commission Authority? YES • NO • If California Coastal Commission Authority Contact them at - 7575 Metropolitan Drive, Suite 103, San Diego, CA 92108-4402, (619) 767-2370 Determine status (Coastal Permrt Required or Exempt) O n Habitat IVIanagement Plan Data Entry Completed? YES • NO • If property has Habitat Type identified in Table 11 of HMP, complete HMP Permit application and assess fees in Permits Plus (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, HMP Fees, Enter Acres of Habitat Type impacted/taken, UPDATE') • n Inclusionary Housing Fee required. YES • NO • (Effective date of Inclusionary Housing Ordinance - May 21, 1993 ) Data Entry Completed? YES • NO • (A/P/Ds, Activity Maintenance, enter CB#, toolbar. Screens, Housing Fees, Construct Housing Y/N, Enter Fee, UPDATEi) p-28 Page 1 of 2 07/11 • • Housing Tracking Form (form P-20) completed YES • NO • N/A • Site Plan K • • Provide a fully dimensional site plan drawn to scale Show North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, nght-of- way width, dimensional setbacks and existing topographical lines (including all side and rear yard slopes) Provide legal descnption of property and assessor's parcel number City Council Policy 44 - Neighborhood Architectural Design Guidelines • • 1 Applicability YES • NO • • • 2 Project complies YES • NOQ • • • • ^ • • K • • ^ • • • • • Zoning 1 Setbacks Front Intenor Side Street Side Rear Top of slope Required, Required Required Required. Required. 2 Accessory structure setbacks Front Required. Intenor Side Required. Street Side Required. Rear Required. Structure separation Required. 3 Lot Coverage 4 Height 5 Parking Required Shown Shown Shown Shown Shown Shown. Shown. Shown Shown. Shown Shown Required <30' Shown <30' Spaces Required. Shown (breakdown by uses for commercial and industnal projects required) Residential Guest Spaces Required Shown Addrtional Comments OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER Chns Sexton DATE July 19. 2012 CITY OF CARLSBAD PLAN CHECK REVIEW TRANSMITTAL Community & Economic Development Department 1635 Faraday Avenue Carlsbad CA 92008 www carlsbadca gov DATE: 9/13/12 PROJECT NAME: Eaves at Carlsbad PROJECT ID: PLAN CHECK NO: cbl21333 SET#: ADDRESS: 2262 Avenida Magnifica APN: Q This plan check review is complete and has been APPROVED by the fire Division. By: cwong A Final Inspection by the Division is required |^ Yes • No ^ This plan check review is NOT COMPLETE. Items missing or incorrect are listed on the attached checklist. Please resubmit amended plans as required. Plan Check Comments have been sent to: Harvey@hscarch.com You may also have corrections from one or more of the divisions listed below. Approval from these divisions may be required prior to the issuance of a building permit. Resubmitted plans should include corrections from all divisions. For questions or clanfications on the attached checklist please contact the following reviewer as marked PLANNING 760-602-4610 ENGINEERING 760-602-2750 FIRE PREVENTION 760-602-4665 1 1 Chris Sexton 760-602-4624 Chris Sexton@carlsbadca.^ov 1 1 Kathleen Lawrence 760-602-2741 Kathleen Lawrence@carlsbadca gov 1 1 Greg Ryan 760-602-4663 Gregory Ryan@carlsbadca gov 1 1 Gina Ruiz 760-602-4675 Gma Ruiz@carisbadca gov 1 1 Linda Ontiveros 760-602-2773 Lmda Ontiveros@carlsbadca gov X Cindy Wong 760-602-4662 Cvnthia Wong@carlsbadca gov • • 1 1 Dominic Fieri 760-602-4664 Dommic Fieri@carlsbadca gov 4/22/13 ** APPROVED: THIS PROJECT HAS BEEN REVIEWED AND APPROVED FOR THE PURPOSES OF ISSUEANCE OF A BUILDING PERMIT. THIS APPROVAL IS SUBJECT TO FIELD INSPECTIONS, ANY REQUIRED TESTS, FIRE DEPARTMENT NOTATIONS, CONDITIONS IN CORRESPONDENCE AND COMPLIANCE WITH ALL APPLICABLE CODES AND REGULATIONS. THIS APPROVAL SHALL NOT BE HELD TO PERMIT OR APPROVE ANY VIOLATION OF THE LAW. 1. Sheet 1: Add the following note: " Carlsbad Fire Inspector to field verify locations of outdoor fireplace and cooking gnll; seperation distances as set forth in the 2010 CFC, sections 307.4.2 and 308. Sheet 3 states under sperate permit but still shown in these plans. This does not constitute approval of either fireplace or outdoor cooking unless all applicable code requirements are met". 2. Sheet E3 1: Add 90 minute battery note to City AND Owner set as shown in Fire set. Carlsbad Fire Department Plan Review Reqmrements Category COMMIND , COMM Date of Report- 04-22-2013 Reviewed by Name- CHRISTENSEN, HARVEY Address 3973 CAMINITO AMPARO SAN DIEGO CA 92122 Permit # CB121333 Job Name- EAVES AT CARLSBAD Job Address. 2262 AVENIDA MAGNIFICA CBAD Tf'frini^iTPT FiT^ The item you have submitted foijai^i^ii'^s'miggT!^^ lliU^i, tlilb u^jfee cannot adequately conduct a review to (lely^piiUlffiifft7]Tliii«caj^yj|;b_t^ fippHnahle codes and/or Standards Please review carefully all commente.^aiitad'iS'ci Please resubmit the necessarvTHaffymi^^tc^gc fications. with changes "clouded" to this rrii||| full I n ' and approval Conditions: Cond: CON0005681 [NOT MET] *** Bubble all changes to plans*** 1 Sheet 1 - Add the following note- " Carlsbad Fire Inspector to field verify locations of outdoor fireplace and cooking grill; seperation distances as set forth in the 2010 CFC, sections 307.4.2 and 308. Sheet 3 states under sperate permit but still shown in these plans. This does not constitute approval of either fireplace or outdoor cooking unless all applicable code requirements are met" 2 Sheet E3 1 Add 90 minute battery note to City AND Ovraer set as shown m Fire set. *** OTC call 760-602-4662 to schedule M-Th*** Entry- 09/13/2012 By cwong Action: CO Cond: CON0006255 [MET] ** APPROVED THIS PROJECT HAS BEEN REVIEWED AND APPROVED FOR THE PURPOSES OF ISSUEANCE OF A BUILDING PERMIT THIS APPROVAL IS SUBJECT TO FIELD INSPECTIONS, ANY REQUIRED TESTS, FIRE DEPARTMENT NOTATIONS, CONDITIONS IN CORRESPONDENCE AND COMPLIANCE WITH ALL APPLICABLE CODES AND ^REGULATIONS THIS APPROVAL SHALL NOT BE HELD TO PERMIT OR APPROVE ANY VIOLATION OF THE LAW Entry 04/22/2013 By cwong Action AP ^ CITY OF CARLSBAD PLAN CHECK REVIEW TRANSMITTAL 2 Cgf^minity & Economic I^^yelopment Department 1635 Faraday Avenue Carlsbad CA 92008 www carlsbadca gov DATE: 9/13/12 PROJECT NAIVIE: Eaves at Carlsbad PROJECT ID: PLAN CHECK NO: cbl21333 SET#: ADDRESS: 2262 Avenida Magnifica APN: u9 a • This plan check review is complete and has been APPROVED by the fire Division. By: cwong A Final Inspection by the Division is required |^ Yes • No ^ This plan check review is NOT COMPLETE. Items missing or incorrect are listed on the attached checklist. Please resubmit amended plans as required. Plan Check Comments have been sent to: Harvey@hscarch.com You may also have corrections from one or more of the divisions listed below. Approval from these divisions may be required prior to the issuance of a building permit. Resubmitted plans should include corrections from all divisions. For questions or clanfications on the attached checklist please contact the followmg reviewer as marked PLANNING 760-602-4610 ENGINEERING 760-602-2750 FIRE PREVENTION 760-602-4665 1 1 Chris Sexton 760-602-4624 Chns Sexton®carlsbadca gov 1 1 Kathleen Lawrence 760-602-2741 Kathleen Lawrence@carlsbadca.gov 1 1 Greg Ryan 760-602-4663 Gregorv Rvan@carlsbadca fiov Gina Ruiz 760-602-4675 Gma Ruiz@carlsbadca gov 1 1 Linda Ontiveros 760-602-2773 Lmda Ontiveros@carlsbadca gov X Cindy Wong 760-602-4662 Cynthia Wong@carlsbadca gov • • 1 1 Dominic Fieri 760-602-4664 Dommic Fieri@carlsbadca gov *** Bubble all changes to plans*** 1. Sheet 1: Add the following note: " Carlsbad Fire Inspector to field venfy locations of outdoor fireplace and cooking gnll; seperation distances as set forth in the 2010 CFC, sections 307.4.2 and 308 Sheet 3 states under sperate permit but still shown in these plans. This does not constitute approval of either fireplace or outdoor cooking unless all applicable code requirements are met" 2. Sheet E3.1: Add 90 minute battery note to City AND Owner set as shown in Fire set. Carlsbad Fire Department Plan Review Requirements Category COMMIND , COMM Date of Report 09-13-2012 Reviewed by CHRISTENSEN, HARVEY 3973 CAMINITO AMPARO G A SAN DIEGO CA 92122 ^ Permit # CB121333 Name Address Job Name EAVES AT CARLSBAD Job Address 2262 AVENIDA MAGNIFICA CBAD INCOMPLETE The item you have submitted for review is incomplete At this time, this office cannot adequately conduct a review to determine compliance with the applicable codes and/or standards Please review carefully all comments attached Please resubmit the necessary plans and/or specifications, with changes "clouded", to this office for review and approval Conditions: Cond CON0005681 [NOT MET] *** Bubble all changes to plans*** 1 Sheet 1 Add the following note " Carlsbad Fire Inspector to field verify locations of outdoor fireplace and cooking gnll, seperation distances as set forth in the 2010 CFC, sections 307 4 2 and 308 Sheet 3 states under sperate permit but still shown in these plans This does not constitute approval of either fireplace or outdoor cooking unless all applicable code requirements are met" 2 Sheet E3 1 Add 90 minute battery note to City AND Owner set as shown in Fire set *** OTC call 760-602-4662 to schedule M-Th*** Entry 09/13/2012 By cwong Action CO BLDG, DEPT COPY CORRECTION LIST Page: 1 of 7 Daryl K James & Associates, Inc Checked By: Robert Salqado Plan Check Date 08/4/2012 APPLICANT: Harvey Christensen, Pnmary Applicant JURISDICTION: Carlsbad Fire Department PROJECT NAME: Eaves at Carlsbad, Office/Fitness Bldg PROJECT ADDRESS: 2266 Avenida Magnifica Plan Check No: CB12-1333 PROJECT DESCRIPTION: Demolish an existing 3,000 sqft area on the property Scope of work to include, construction of a new 2,920 sqft 2-Story wood frame structure with men's &. women's toilets and fitness area on the 1^' floor, and leasing facilities/offices on the 2""^ floor This plan review has been conducted in order to venfy conformance to minimum requirements of codes adopted by the Carlsbad Fire Department applicable to the scope of work The Items below require correction, clarification or additional information before this plan check can be approved for permit issuance INSTRUCTIONS: • Tb5expeditel|he re'c^^ please note on this list (or copy) where each correction item has been addressed, i e sheet number, note number, detail number, legend number, etc Corrections or modifications to the plans must be clouded and provided with numbered deltas and revision dates gf. EmaiLacopliofconj^njentsfrogijEsgilTO'ilsrejii^ewjnspection • Please direct any questions regarding this review directly to: Robert Salgado at: 951-541-4380, or to his email address flsreview_inspection@roadrunner com fTiO A^[tlD D"Efy|fC',.PlEA?E''s;E!|ft Attn: Robert Salgado 36341 Flower Basket Road Winchester, CA 92596 FLS COMMENTS (non-structural plan review): SHEET 1. COVER SHEET: 1) Include information in the Design Data box (Code Analysis) for the purpose of indentifying any fire protection equipment that may serve as part of the design and construction of this building, example a Fire Spnnkler System YES or NO b Fire Alarm and Detection System YES or NO c Mechanical HVAC Automatic Shutdown functions YES or NO 2) Update the following code references format on Sheet 1, COVER SHEET, also include NFPA Standards specific to this project (refer to 2010 CFC Chapter 47, Referenced Standards) 2010 California Administrative Code (CAC) Part 1, Title 24, California Code of Regulations (CCR) 1 2010 California Building Code (CBC), Volumes 1 and 2 Part 2, Title 24, California Code of Regulations (CCR) Based on the 2009 International Building Code (IBC) with 2010 Amendments 2010 California Electncal Code (CEC Part 3, Title 24, California Code of Regulations (CCR) eased on the 2008 National Electrical Code (NEC) with 2010 Amendments 2010 California Mechanical Code (CMC Part 4, Title 24, California Code of Regulations (CCR) Based on the 2009 Uniform Mechanical Code (UMC) with 2010 Amendments 2010 California Plumbing Code (CPC Part 5, Title 24, California Code of Regulations (CCR) Based on the 2009 Uniform Plumbing Code (UMC) with 2010 Amendments 2010 California Energy Code 2010 California Fire Code (CFC) Part 9, Title 24, California Code of Regulations (CCR) Based on the 2009 International Fire Code (IFC) with 2010 Amendments 3) Provide a "FIRE DEPARTMENT NOTES" heading, add the following deferred approval items, where applicable) Add list of deferred submittals: a. Fully-Automatic Fire Spnnkler System, California 2010 Fire Code, Section 903, and NFPA 13, 2010 edition b Fire Alarm and Detection System, 2010 CFC, Sections 907-907 2 (for all uses, or occupancy groups associated with this project), and NFPA 72, 2010 edition 4) Update PROJECT DESCRIPTION block to clearly specify that any work involving the pool equipment is under a separate permit, refer to note #4 on Sheet P2 1 5) Provide Civil drawings that show the required fire protection components, devices, and equipment NOTE Underground plans must comply with the Codes and Ordinances adopted by the City of Carlsbad Fire Department (Civil drawings must have a wet signature signed on the seal of the Professional Engineer, and a stamp and wet signature from the fire marshal) Refer to Sheet 3, SITE PLAN for fire department requirements, revise Civil Drawings accordingly 6) Sheet M-5 is missing from the "SHEET INDEX " 7) Plumbing Sheets not in alignment with the "SHEET INDEX," several sheets missing SHEET C-2. NOTES & DETAILS: NO COMMENTS SHEET C-3. GRADING PLAN: NO COMMENTS SHEET C-4. EROSION CONTROL: NO COMMENTS SHEET 2. DEMOLITION PLAN: NO COMMENTS SHEET 3. SITE PLAN: 1) Please provide an approved plan indicating locations of current and proposed fire hydrants, back flow prevention devices, spnnkler control valves, and FDC locations Approval shall be by the Fire Marshal of the City of Carlsbad Fire Department The approved hydrant and FDC plan shall then be forwarded to me as part of the corrected plan set The Fire Flow for the building must be reviewed and approved by the Carlsbad Fire Department as per the Carlsbad Municipal Code Section 17 04 210 The approved fire flow of the building shall then be fooA'arded to me as part of the corrected plan set 2) Please provide a revised plan indicating the approved emergency access Approval shall be by the Fire Marshal of the City of Carlsbad Fire Department The access plan must show no parking fire lanes as per the Carlsbad Municipal Code 17 04 130 and the C F C Section 503 3 The approved fire access plan shall then be forwarded to me as part of the corrected plan set No parking fire lane plan to be approved by the Fire Marshal of the City of Carlsbad 3) Provide a letter from the local water department stating that the available water supply is capable of supplying the required fire flow for this building, any reduction in fire flow or amount of fire hydrants using 2010 CBC Appendix B &C will need to be approved by the Carlsbad Fire Department NOTE If applicable, the fire spnnkler system and or hydrant system (fire flow), as determined through approved hydraulic calculations may suggest the need for a fire pump where the available water supply cannot meet the system demand Coordinate all underground piping and backflow prevention installation requirements with the Civil Drawings, typical 4) Identify if project is in Carlsbad "High Fire Hazard Severity Zone" as per Carlsbad Ordinance 17 04 090 5) Show location of proposed numeric address on building Address numbers must meet Carlsbad Ordinance 17 04 310 minimum 12 inches high with a 1-72 inch stroke 6) Carlsbad Ordinance 17 04 350 "When access to or within a structure or an area is unduly difficurt because of secured openings or where immediate access is necessary for life saving or firefighting purposes, a key box will be required and installed in an accessible location The key box shall be a type approved by the Carlsbad Ftre Marshal, and shall contain keys to gam necessary access to the building, as required by the Carlsbad Fire Department" Provide a note on the plans, and show Key Box location, where required 7) Revise the Site Plan to show the location of the "Assumed Property Line" between the new building and the existing apartment building Refer to CBC 2010, Section 503 1 2 8) Specify requirements for extenor wall protection in relation to adjacent structures/property line, where required Refer to CBC 2010, Table 602 9) Specify requirements for allowable percentage of extenor wall openings, protection based on separation distance to adjacent structures/property line, where required Refer to CBC 2010, Table 705 8 10) Show locations of outdoor fire place and open-flame cooking devices, and provide dimensions that comply with the provisions of 2010 CBC, Sections 307 4 2, and 308 Coordinate with sheet L-2 1 SHEET Al. LOWER FLOOR PLAN: 1) Clanfy the Btu's of the pool boiler/heater Where required, revise the floor plan drawing to show protection ofthe Mechanical Room, separation from the remainder ofthe building is required per CBC 2010, Table 508 2 5 Provide ceiling, floor, and wall details, and assembly numbers of a fire barrier meeting the requirements for 1-hour F R construction (additional requirements, include the FC-1 HVAC closet and fire dampers penetrating any element of the rated construction) 2) Provide a drawing that has wall assembly details specific to 1-hour fire barners, as required for occupancy separations Wall details must reference approved assembly #'s from 2010 CBC, Table 720 1(2), Gypsum wallboard Association, or U L, whichever is most appropriate, coordinate with wall legend and drawing scheme, refer to 2010 CBC, 707 3 8 (include a legend for wall type/detail call-outs) 3) Update door and glazing schedules to include fire rated opening protection, where required 4) Show a fire extinguisher of the appropnate size and type throughout the entire building 5) Add a note on the plans that defines the requirements for size and distribution of portable fire extinguishers, as listed in 2010 CFC, Section 906 3 [California Code of Regulations, Title 19, Division 1, §567 6 (a) through (k) Distribution of Fire Extinguishers], revise floor plans to show locations with FE Note Key marking to indicate location 6) Add a note on the plans that descnbes all applicable fire extinguisher installation requirements for this project, mounting heights for portable fire extinguishers having a gross weight above or below 40 pounds shall be installed in accordance with 2010 CFC, Sections 906 9,1 through 906 9 3 [California Code of Regulations, Title 19, Division 1, §567 6 Mounting] 7) Provide an "Exit Code Analysis" that shows the means of egress (MOE) for "B" Occupancies, refer to 2010 CBC, Chapter 10 • Section 1001 1 Design, construction, and arrangement of the Exit Access, Exit, and Exit Discharge • Section 1005 Exrt width requirements, show dimensions established through occupant load calculations • Section 1003 6 Means of egress continuity • Identify the path of exrt travel and door arrangement in accordance with CBC 2010, Section 1015 2 1 • Section 1004 1 Provide occupant load calculations to establish means of egress requirements, utilize the occupant load factors in Table 1004 1, which are based on the function of each area, room, or space • Show fixed seating arrangement if part of the permanent design SHEET A2. UPPER FLOOR PLAN: 1) Show a fire extinguisher of the appropriate size and type throughout the entire building 2) Add a note on the plans that defines the requirements for size and distnbution of portable fire extinguishers, as listed in 2010 CFC, Section 906 3 [California Code of Regulations, Title 19, Division 1, §567 6 (a) through (k) Distribution of Fire Extinguishers], revise floor plans to show locations with FE Note Key marking to indicate location 3) Add a note on the plans that descnbes all applicable fire extinguisher installation requirements for this project, mounting heights for portable fire extinguishers having a gross weight above or below 40 pounds shall be installed in accordance with 2010 CFC, Sections 906 9,1 through 906 9 3 [California Code of Regulations, Title 19, Division 1, §567 6 Mounting] 4) Update door and glazing schedules to include fire rated opening protection, where required 5) Provide an "Exit Code Analysis" that shows the means of egress (MOE) for "B" Occupancies, refer to 2010 CBC, Chapter 10 • Section 1001 1 Design, construction, and arrangement of the Exrt Access, Exit, and Exit Discharge • Section 1005 Exit width requirements, show dimensions established through occupant load calculations • Section 1003 6 Means of egress continuity • Identify the path of exit travel and door arrangement in accordance with CBC 2010, Section 1015 2 1 • Section 1004 1 Provide occupant load calculations to establish means of egress requirements, utilize the occupant load factors m Table 1004 1, which are based on the function of each area, room, or space • Show fixed seating arrangement if part of the permanent design SHEET A3. EXTERIOR ELEVATIONS' 1) Clanfy compliance with Carlsbad Roof Policy 80-6 Intent B, and add a note onto plans stating the provisions of this document, as rt applies to the design and construction of this new 2-story building (see attached) SHEET A4. BUILDING SECTIONS: 1) Provide a building section detail that clearly depicts the extenor exit stairway and overall means of egress from the UPPER LEVEL Incorporate the provisions of 2010 CBC, Sections 1009 6 3, 1019, and 1026 2) Clanfy compliance with Carlsbad Roof Policy 80-6 Intent B, and add a note onto plans stating the provisions of this document, as rt applies to the design and construction of this new 2-story building (see attached) 3) Call-out occupancy designations on both levels, clarify "BREAK ROOM" on lower level, detail "A" SHEET AS. REFLECTED CEILING PLAN: NO COMMENTS SHEET A6. SCHEDULES: 1) Update the glazing schedule to include fire rated opening protection, where required Refer to floor plan drawings for window letter designations, typical 2) Revise the door schedule to show 60 minute fire-rated assemblies in "Remarks" column on each row of doors requinng protection, coordinate with comments on LOWER LEVEL floor plan, Sheet Al 3) Provide a FINISH SCHEDULE and list the following requirements a. Provide specifications and California State Fire Marshal listings and other acceptance cntena for flame spread and smoke developed index for new carpet, padding and carpet base, 2010 CFC, Section 804, where applicable b. Provide specifications and California State Fire Marshal listings and other acceptance cntena for flame spread and smoke developed index for wall finish matenal and corner guards, 2010 CBC, Section 803 1 2, where applicable c. Denote all furnishings and evidence of compliance with 2010 CFC, Section 808, where applicable d. Provide specifications and other acceptance cntena for flame spread and smoke developed index for furniture, where applicable e. Denote all decorative matenals and tnm and evidence of compliance in accordance with 2010 CFC 807.2, where applicable SHEET A7. ROOF PLAN: 1) Clanfy compliance with Carlsbad Roof Policy 80-6 Intent B, and add a note onto plans stating the provisions of this document, as rt applies to the design and construction of this new 2-story building (see attached) SHEET DAI. ACCESSIBILITY- NO COMMENTS SHEET DA2. ACCESSIBILITY: NO COMMENTS STRUCTRUAL SHEETS. SD-1 THROUGH S-3: NO COMMENTS SHEET M-1. SCHEDULES-LENGENDS: 1) Add a note on plans to read "All mechanical work shall comply with the 2010 California Mechanical Code (CMC), Part 4, Title 24, California Code of Regulations (CCR) Based on the 2009 Uniform Mechanical Code (UMC) with 2010 Amendments, and all other applicable codes, regulations, and standards, as adopted by the city of Carlsbad " SHEET M.2. MECHANICAL PLAN- 1) Show locations of smoke/fire dampers where ducts penetrate the fire barner, where required at the mechanical room is separated from the remaining building Refer to note #4 2) Provide a detail of a smoke/fire damper penetrating the fire rated assemblies, include installation notes and information pertaining to the actuator/motor, and schematics, coordinate with all mechanical plans, and electncal drawings, where applicable SHEET M-3: No Comments SHEET M-4: No Comments SHEET M-5 No Comments SHEET E0.1. ELECTRICAL LEGEND. PANELS. & SINGLE LINE DIAGRAM: 1) Add a note on plans to read "All electrical work shall comply with the 2010 California Electncal Code (CEC), Part 3, Title 24, California Code of Regulations (CCR) Based on the 2008 National Electncal Code (NEC) with 2010 Amendments, and all other applicable codes, regulations, and standards, as adopted by the city of Carlsbad SHEET E3.1. LEASING OFFICE/FITNESS ROOM LIGHTING PLAN: 1) Add the following notes under the Luminaire Schedule: • Means of egress illumination level shall be not less than 1-foot candle at the walking surface and equipped with not less than 90-minute battery backup, 2010 CBC, Section 1006 • Exrt signs shall be illuminated at all times and equipped with not less than 90-minute battery backup 2010 CBC, Section 1011 5 3 SHEET E3.2. LEASING OFFICE/FITNESS ROOM POWER PLAN: 1) Provide penetration details in accordance with 2010 CEC, Section 300 21, and 2010 CBC, Section 713 2) Provide a circuit for the smoke/fire damper actuator/motor, coordinate with mechanical plans SHEET PO.1. PLUMBING GENERAL NOTES & SCHEDULES: 1) Add a note on plans to read "All plumbing work shall comply with the 2010 California Plumbing Code (CPC Part 5, Title 24, California Code of Regulations (CCR) Based on the 2009 Uniform Plumbing Code (UMC) with 2010 Amendments, and all other applicable codes, regulations, and standards, as adopted by the city of Carlsbad " 2) Revise the water heater schedule to show the amount (quantity) of WH's to be installed, in this case two (2) 3) Sheet descnption doesn't match wording on SHEET INDEX SHEET P2.1. PLUMBING BUILDING PLANS: 1) Specify Btu's of "Gas Boiler" equipment in LOWER LEVEL mechanical room Refer to Sheet Al for mechanical room comments SHEET P2.2: No comments P4.1. PLUMBING DETAILS: 1) Provide pipe penetration details at mechanical room fire barner, include hourly rating and fire stopping assembly numbers (U L , Gyp W B , or 3M), and show the applicable Flame & Temperature ratings, refer to 2010 CBC, Section 713 SHEET P3.1: No comments LANSCAPE DRAWINGS. COVER TROUGH L-4.3. EXCEPT L-2.1: No comments SHEET L-2 1. CONSTRUCTION PLAN: 1) Show dimensions that comply with the applicable provisions of 2010 CBC, Sections 307 4 2, and 308 Coordinate with sheet L-2 1 END OF COMMENTS . EDMOND BABAYAN & ASSOCIATES, INC 635 WEST BROADWAY GLENDALE, CA 91204 PHONE 818 243 1400 Title Dsgnr Description Scope Job# Date 12 09PM, 10 AUG 12 Cantiievered Retaining Wall Design Page 1 waterstone ecw Calculations Description 2262 Aveneda Magnifica Criteria Soil Data Retained Height Wall height above soil Slope Behind Wall Height of Soil over Toe Soil Density Wind on Stem 7 00 ft 1 00 ft 0 00 1 6 OOm 110 00 pcf 0 0 psf Allow Soil Beanng = 2,000 0 psf Equivalent Fluid Pressure Method Footing Strengths & Dimensions 3,000 psi Fy Heel Active Pressure Toe Active Pressure Passive Pressure Water height over heel FootingllSoil Friction Soil height to ignore for passive pressure 40 0 psf/ft 0 0 psf/ft 250 0 psf/ft 0 0 ft 0 300 0 00 in fc = Mm As % Toe Width Heel Width Total Footing Width Footing Thickness Key Width = 12 00 in Key Depth = 19 00 in Key Distance from Toe = 0 00 ft Cover @ Top = 3 00 in @ Btm = 3 00 in 60,000 psi 0 0014 2 00 ft 1 17 3Tr 12 00 in Total Beanng Load resultant ecc Soil Pressure @ Toe Soil Pressure @ Heel Allowable 2,555 Ibs 7 74 in 1,815 psf OK 0 psf OK 2,000 psf Soil Pressure Less Than Allowable ACI Factored @ Toe ACI Factored @ Heel Footing Shear @ Toe Footing Shear @ Heel Allowable Wall Stability Ratios Overturning Sliding 1,870 psf 0 psf 18 0 psi OK 17 6 psi OK 93 1 psi 1 70 OK 1 53 (Vertical Co I Stem Construction^ Design height ft = Wall Material Above "Ht" Thickness = Rebar Size = Rebar Spacing = Rebar Placed at = Design Data fb/FB + fa/Fa Total Force @ Section Ibs = Moment Actual ft-# = Moment Allowable = Shear Actual Shear Allowable Top stem Sliding Calcs (Vertical Component Used) Lateral Sliding Force = less 100% Passive Force= less 100% Fnction Force= Added Force Req'd = for 1 5 1 Stability = 1,280 Olbs 1,188 4 lbs 766 5 Ibs 0 0 lbs OK 0 0 Ibs OK r Footing Design Results Toe Heel Factored Pressure Mu' Upward Mu' Downward Mu Design Actual 1-Way Shear Allow 1-Way Shear Toe Reinforcing Heel Reinforcing Key Reinforcing 1,870 3,262 674 2,589 18 01 93 11 #4 @ 17 OOm None Spec'd None Spec'd 0 psf 0 ft-# 860 ft-# 860ft-# 17 57 psi 93 11 psi Stem OK 0 00 Masonry 8 00 # 6 8 00 Edge 0 788 980 0 2,286 7 2,900 7 186 38 7 36 00 6 00 84 0 5 25 psi = psi = Bar Develop ABOVE Ht in = Bar Lap/Hook BELOW Ht m = Wall Weight Rebar Depth 'd' in = Masonry Data fm psi = Fs psi = Solid Grouting = Special Inspection = Modular Ratio 'n' = Short Term Factor = Equiv Solid Thick in = Masonry Block Type = Concrete Data —— f c psi = Fy psi = other Acceptable Sizes & Spacings Toe #4@ 17 00 in, #5@ 26 25 in, #6@ 37 00 in, #7@ 48 25 in, #8@ 48 25 in, #9g Heel Not req'd, Mu < S * Fr Key Not req'd, Mu < S * Fr 1,500 24,000 Yes Yes 25 78 1 000 7 60 Normal Weight t SJ EDMOND BABAYAN & ASSOCIATES, INC 635 WEST BROADWAY GLENDALE, CA 91204 PHONE 818 243 1400 Title Dsgnr Description Scope Job # Date 12 09PM, 10 AUG 12 Cantiievered Retaining Wall Design Page 2 waterstone ecw Calculations Description 2262 Aveneda Magnifica Summary of Overturning & Resisting Forces & Moments OVERTURNING Force Distance Moment Force RESISTING Distance Moment Item Ibs ft ft-# Ibs ft ft-# Heel Active Pressure = 1,280 0 2 67 3,413 3 Soil Over Heel = 385 0 2 92 1,1229 Toe Active Pressure = Sloped Soil Over Heel = Surcharge Over Toe = Surcharge Over Heel = Adjacent Footing Load = Adjacent Footing Load = Added Lateral Load = Axial Dead Load on Stem = 0 00 Load @ Stem Above Soil = Soil Over Toe = 1100 1 00 1100 SeismicLoad = Surcharge Over Toe = Stem Weight(s) Earth @ Stem Transitions = 672 0 2 33 1,568 0 Total 1,280 0 OTM = 3,413 3 Stem Weight(s) Earth @ Stem Transitions = 672 0 1,568 0 Resisting/Overturning Ratio 1 70 Footing Weight = 475 0 1 58 752 1 Vertical Loads used for Soil Pressure = 2,554 9 Ibs Key Weight Vert Component = 237 5 675 4 0 50 3 17 1187 2,138 7 Vertical component of active pressure used for soil pressure Total = 2,554 9 Ibs RM = 5,810 5 EDMOND BABAYAN & ASSOCIATES, INC. STRUCTURAL ENGINEERS PROJECT 635 W BROADWAY GLENDALE, CA91204 PHONE (818) 243-1400 FAX (818) 502-8382 JOB NO. STRUCTURAL CALCULATIONS FOR WATERSTONE APARTMENTS LEASING OFFICE - • CARLSBAD,CA REVISED REVISED REVISED REVISED I O No 1485 S 1*\ Exp 06-30;3»13 /*/ DESIGNED BY DATE SHEET NO SHEET NO EDMOND BABAYAN & ASSOCIATES, INC. STRUCTURAL ENGINEERS 635 W BROADWAY GLENDALE, CA 91204 PHONE (818)243-1400 FAX (818)502-8382 PROJECT_ JOB NO. O'd o Jto^P^li-^C COfUt file CQ-fC 'i Il-^JO ( U -2^ 10 P'SP ^ Af pip tf CC REVISED REVISED REVISED REVISED DESIGNED BY DATE SHEET NO / EDMOND BABAYAN & ASSOCIATES, INC. STRUCTURAL ENGINEERS PROJECT UJA7f3ns-yo^ /^yf C&^//^C, OPfTi'c. 635 W BROADWAY GLENDALE, CA 91204 PHONE (818)243-1400 FAX (818)502-8382 JOB NO. O? II, ct -2^0 fsi^ R-_i / 1-7 'O 5 o f sp f / f WW 1 . REVISED REVISED REVISED REVISED DESIGNED BY DATE SHEET NO -z Project WATERSTONE Location TYP ROOF HDR Roof Beam [2010 California Building Code(2005 NDS)] 3 5INx551Nx4 75 FT #2 - Douglas-Fir-Larch - Dry Use Section Adequate By 55 1% Controlling Factor Moment DEFLECTIONS Center Live Load 0 04 IN L/1546 Dead Load 0 04 in Total Load 0 07 IN U786 Live Load Deflection Cntena L/240 Total Load Deflection Critena L/180 BEAM DATA Span Length 4 8 ft Unbraced Length-Top 0 ft Unbraced Length-Bottom 0 ft Roof Pitch 0 12 Roof Duration Factor 1 25 MATERIAL PROPERTIES #2 - Douglas-Fir-Larch Bending Stress Shear Stress Modulus of Elasticity Mm Mod of Elasticity Comp -Lfo Gram Base Values Fb= 900 psi Cd=1 25 CF=1 30 Fv= 180 psi Cd=1 25 Fb' Adi usted = 1463 psi E = E_min = Fc-^ = 1387 ft-lb 1600 ksi 580 ksi 625 psi Fv' = E' = E_min' = Fc-J-' = 225 psi 1600 ksi 580 ksi 625 psi Controlling Moment 2 375 ft from left support Created by combining all dead and live loads Controlling Shear 958 Ib At a distance d from support Created by combining all dead and live loads Comparisons with required sections Rea'd Section Modulus 11 38 in3 Area (Shear) 6 38 in2 Moment of Inertia (deflection) 11 11 in4 Moment 1387 ft-lb Shear 958 lb Provided 17 65 in3 19 25 in2 48 53 in4 2151 ft-lb 2888 Ib Harout Soghomonian EBA, Inc 635 West Broadway Glendale, CA 91204 page StruCalc Version 8 0 112 0 5/10/2012 1 38 37 PM REACTIONS A B Live Load 594 Ib 594 Ib Dead Load 574 Ib 574 lb Total Load 1168 Ib 1168 Ib Beanng Length 0 53 in 0 53 in ROOF LOADING Side One Roof Live Load LL = 20 psf Roof Dead Load DL = 19 psf Tnbutary Width TW = 12 5 ft Side Two Roof Live Load LL = 20 psf Roof Dead Load DL = 15 psf Tnbutary Width TW = 0 ft Wall Load WALL = 0 plf Non-Snow Roof Loaded Area RLA = 59 4 plf SLOPE/PITCH ADJUSTED LENGTHS AND LOADS Adjusted Beam Length Ladj = 4 75 ft Beam Self Weight BSW = 4 plf Beam Uniform Live Load wL = 250 plf Beam Uniform Dead Load wD_adj = 242 plf Total Uniform Load wT = 492 plf Project WATERSTONE Location FJ-1 Floor Joist [2010 California Building Code(2005 NDS)] 1 5 IN X 11 25 IN X 13 5 FT @ 16 OC #1 - Douglas-Fir-Larch - Dry Use Section Adequate By 8 5% Controlling Factor Moment Harout Soghomonian EBA, Inc 635 West Broadway Glendale, CA 91204 StruCalc Version 8 0 112 0 5/10/2012 1 56 05 PM DEFLECTIONS Center Live Load 0 16 IN L/984 Dead Load 0 14 in Total Load 0 30 IN U535 Live Load Deflection Cnteria L/480 Total Load Deflection Criteria L/360 REACTIONS A B Live Load 450 Ib 450 Ib Dead Load 378 lb 378 Ib Total Load 828 Ib 828 Ib Beanng Length 0 88 in 0 88 in BEAM DATA Center Span Length 13 5 ft Unbraced Length-Top 0 ft Unbraced Length-Bottom 0 ft Floor sheathing applied to top of joists-top of joists fully braced Floor Duration Factor 1 00 MATERIAL PROPERTIES #1 - Douglas-Fir-Larch Base Values Adiusted Bending Stress Fb = 1000 psi Fb' = 1150 psi Cd=1 00 CF=1 00 Cr=1 15 Shear Stress Fv= 180 psi Fv' = 180 psi Cd=1 00 Modulus of Elasticity E= 1700 ksi E' = 1700 ksi Mm Mod of Elasticity E_min = 620 ksi E mm' = 620 ksi Comp -l-to Gram Fc-J-= 625 psi Fc--l-' = 625 psi Controlling Moment 2795 ft-lb JOIST LOADING Uniform Floor Loadmg Center Live Load LL = 50 psf Dead Load DL = 42 psf Total Load TL = 92 psf TL Adj For Joist Spacing wT = 122 7 plf 6 75 Ft from left support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s) 2 Controlling Shear -729 Ib At a distance d from nght support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s) 2 Comparisons with required sections Req'd Provided Section Modulus 29 16 in3 31 64 in3 Area (Shear) 6 07 in2 16 88 in2 Moment of Inertia (deflection) 11982 in4 17798 in4 Moment 2795 ft-lb 3032 ft-lb Shear -729 Ib 2025 Ib Project WATERSTONE Location FJ-2 Floor Joist [2010 California Building Code(2005 NDS)] 1 5 IN X 11 25 IN X 12 5 FT @16 0C #2 - Douglas-Fir-Larch - Dry Use Section Adequate By 13 9% Controlling Factor Moment Harout Soghomonian EBA, Inc 635 West Broadway Glendale, CA 91204 StruCalc Version 8 0 112 0 5/10/2012 1 57 06 PM DEFLECTIONS Center Live Load 0 13 IN L/1167 Dead Load Oil in Total Load 0 24 IN L/634 Live Load Deflection Criteria L/480 Total Load Deflection Criteria L/360 REACTIONS A B Live Load 417 Ib 417 Ib Dead Load 350 lb 350 Ib Tolal Load 767 Ib 767 Ib Beanng Length 0 82 in 0 82 in BEAM DATA Center Span Length 12 5 ft Unbraced Length -Top 0 ft Unbraced Length -Bottom 0 ft Floor sheathing a pplied to top of joists-top of joists fully braced Floor Duration Factor 1 00 LOADING DIAGRAM B MATERIAL PROPERTIES #2 - Douglas-Fir-Larch Base Values Adjusted Bending Stress Fb = 900 psi Fb' = 1035 psi Cd=1 00 CF=1 00 Ci^1 15 Shear Stress Fv= 180 psi Fv' = 180 psi Cd=1 00 Modulus of Elasticity E= 1600 ksi E' = 1600 ksi Mm Mod of Elasticity E_min = 580 ksi E mm' = 580 ksi Comp -L to Gram Fc - = 625 psi Fc--L' = 625 psi Controlling Moment 2396 ft-lb JOIST LOADING Uniform Floor Loading Center Live Load LL = 50 psf Dead Load DL = 42 psf Total Load TL = 92 psf TL Adj For Joist Spacing wT = 122 7 plf 6 25 Ft from left support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s) 2 Controlling Shear 659 Ib At a distance d from left support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s) 2 Comparisons with required sections Req'd Provided Section Modulus 27 78 in3 31 64 in3 Area (Shear) 5 49 in2 16 88 in2 Moment of Inertia (deflection) 101 06 in4 177 98 in4 Moment 2396 ft-lb 2729 ft-lb Shear 659 lb 2025 Ib Project WATERSTONE Location FB-1 Uniformly Loaded Floor Beam [2010 California Building Code(2005 NDS)] (2)35INx11 25INX130FT 2 0 Rigidlam LVL - Roseburg Forest Products Section Adequate By 33 2% Controlling Factor Deflection flPal Harout Soghomonian EBA, Inc 635 West Broadway Glendale, CA 91204 StruCalc Version 8 0 112 0 5/10/2012 2 14 00 PM DEFLECTIONS Live Load Dead Load Total Load Center 0 26 INU598 0 23 in 0 49 INL/320 Live Load Deflection Cntena L/360 Total Load Deflection Cntena L/240 REACTIONS A B Live Load 4388 Ib 4388 Ib Dead Load 3813 Ib 3813 Ib Total Load 8201 Ib 8201 Ib Beanng Length 1 56 in 1 56 in BEAM DATA Center Span Length 13 ft Unbraced Length -Top 0 ft Floor Duration Factor 1 00 Notch Depth 0 00 MATERIAL PROPERTIES 2 0 Rigidlam LVL - Roseburg Forest Products Base Values Adjusted Bending Stress Fb = 2900 psi Fb' = 2923 psi Cd= 1 00 CF=1 01 Shear Stress Fv = 285 psi Fv' = 285 psi Cd= 1 00 Modulus of Elasticity E = 2000 ksi E' = 2000 ksi Comp -L to Gram Fc-± = 750 psi Fc-^ = 750 psi FLOOR LOADING Side 1 Side 2 Floor Live Load FLL = 50 psf 40 psf Floor Dead Load FDL = 42 psf 15 psf Floor Tnbutary Width FTW = 135 ft 0 ft Wall Load WALL = 0 plf BEAM LOADING Beam Total Live Load Beam Total Dead Load Beam Self Weight Total Maximum Load wL = 675 plf wD = 567 plf BSW = 20 plf wT = 1262 plf Controlling Moment 26653 ft-lb 6 5 ft from left support Created by combining all dead and live loads Controlling Shear -7053 Ib At a distance d from support Created by combining all dead and live loads Comparisons with required sections Req'd Provided Section Modulus 109 4 m3 147 66in3 Area (Shear) 37 12 in2 78 75 in2 Moment of Inertia (deflection) 623 58 in4 830 57 in4 Moment 26653 ft-lb 35973 ft-lb Shear -7053 Ib 14963 lb Project WATERSTONE Location FB-2 Uniformly Loaded Floor Beam [2010 California Building Code(2005 NDS)] 5 5 IN X 9 5 IN X 8 0 FT #1 - Douglas-Fir-Larch - Dry Use Section Adequate By 8 8% Controlling Factor Moment Harout Soghomonian EBA, Inc 635 West Broadway Glendale, CA 91204 StruCalc Version 8 0 112 0 5/10/2012 2 18 51 PM DEFLECTIONS Live Load Dead Load Total Load Center 0 08 INU1139 0 07 in 0 16 INU613 Live Load Deflection Cntena L/360 Total Load Deflection Cntena L/240 REACTIONS A B Live Load 2300 lb 2300 Ib Dead Load 1977 Ib 1977 Ib Total Load 4277 Ib 4277 Ib Beanng Length 1 24 in 1 24 in BEAM DATA Center Span Length 8 ft Unbraced Length -Top 0 ft Floor Duration Factor 1 00 Notch Depth 0 00 MATERIAL PROPERTIES #1 - Douglas-Fir-Larch Bending Stress Shear Stress Modulus of Elasticity Mm Mod of Elasticity Comp -Lfo Gram Base Values Fb = 1350 psi Cd=1 00 CF=1 00 Fv= 170 psi Cd=1 00 E = 1600 ksi E_min = 580 ksi Fc--L= 625 psi 8555 ft-lb Adiusted Fb' = Fv' = E' = E_mm': Fc-^' = 1350 psi 170 psi 1600 ksi 580 ksi 625 psi FLOOR LOADING Side 1 Side 2 Floor Live Load FLL = 50 psf 40 psf Floor Dead Load FDL = 42 psf 15 psf Floor Tnbutary Width FTW = 11 5 ft 0 ft Wall Load WALL = 0 plf BEAM LOADING Beam Total Live Load Beam Total Dead Load Beam Self Weight Total Maximum Load wL = 575 plf wD = 483 plf BSW = 11 plf wT = 1069 plf Controlling Moment 4 0 ft from left support Created by combining all dead and live loads Controlling Shear -3507 Ib At a distance d from support Created by combining all dead and live loads Comparisons with required sections Req'd Provided Section Modulus 76 04 in3 82 73 in3 Area (Shear) 30 95 in2 52 25 in2 Moment of Inertia (deflection) 153 96 in4 392 96 in4 Moment 8555 ft-lb 9307 ft-lb Shear -3507 Ib 5922 Ib 7 Projerct WATERSTONE Location FB-3 Multi-Loaded Multi-Span Beam [2010 California Building Code(2005 NDS)] (4)3 5 1Nx 11 25INX 11 5FT 2 1E-31 OOF - APA EWS LVL Stress Classes Section Adequate By 12 6% Controlling Factor Deflection DEFLECTIONS Center Live Load 0 34 IN L/405 Dead Load 0 01 in Total Load 0 35 IN U399 Live Load Deflection Cnteria L/360 Total Load Deflection Criteria L/240 BEAM DATA Center Span Length 115 ft Unbraced Length-Top 0 ft Unbraced Length-Bottom 115 ft Live Load Duration Factor 1 60 Notch Depth 0 00 MATERIAL PROPERTIES 2 1 E-31 OOF - APA EWS LVL Stress Classes Base Values Adjusted Harout Soghomonian EBA, Inc 635 West Broadway Glendale, CA 91204 StruCalc Version 8 0 112 0 5/15/2012 4 14 15 PM REACTIONS A B Live Load 14061 Ib 9039 Ib Dead Load 264 Ib 264 Ib Total Load 14325 Ib 9303 Ib Bearmg Length 1 20 in 0 78 m LOADING DIAGRAM UNIFORM LOADS Center Uniform Live Load 0 plf Uniform Dead Load 0 plf Beam Self Weight 46 plf Total Uniform Load 46 plf Bending Stress Fb= 3100 psi Fb' = 5000 psi POINT LOADS - CENTER SPAN Cd=1 60 CF=1 01 Load Number One Shear Stress Fv= 285 psi Fv' = 456 psi Live Load 23100 1b Cd=1 60 Dead Load 0 Ib Modulus of Elasticity E= 2100 ksi E' = 2100 ksi Location 4 5 ft Comp -L to Gram Fc--L= 850 psi Fc--L' = 850 psi Controlling Moment 63786 ft-lb 4 49 Ft from left support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s) 2 ControUing Shear 142831b At a distance d from left support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s) 2 Comparisons with required sections Req'd Provided Section Modulus 153 08 in3 295 31 in3 Area (Shear) 46 98 in2 157 5 in2 Moment of Inertia (deflection) 1475 13 in4 1661 13 in4 Moment 63786 ft-lb 123051 ft-lb Shear 14283 Ib 47880 lb Project WATERSTONE Location TYP WINDOW DR Uniformly Loaded Floor Beam [2010 California Building Code(2005 NDS)] 35INx5 5INx475 FT #1 - Douglas-Fir-Larch - Dry Use Section Adequate By 4 6% Controlling Factor Moment Harout Soghomonian mm 63Tw::t Broadway Glendale, CA 91204 page StruCalc Version 8 0 112 0 5/10/2012 2 21 08 PM DEFLECTIONS Center Live Load 0 05 IN L/1173 Dead Load 0 04 in Total Load 0 09 IN L/633 Live Load Deflection Critena L/360 Total Load Deflection Critena L/240 REACTIONS A B Live Load 831 Ib 831 Ib Dead Load 708 Ib 708 Ib Total Load 1539 Ib 1539 Ib Beanng Length 0 70 in 0 70 in BEAM DATA Center Span Length 4 75 ft Unbraced Length -Top 0 ft Floor Duration Factor 1 00 Notch Depth 0 00 MATERIAL PROPERTIES #1 - Douglas-Fir-Larch Bending Stress Shear Stress Modulus of Elasticity Mm Mod of Elasticity Comp -l-to Gram Base Values Fb = 1000 psi Cd=1 00 CF=1 30 Fv = 180 psi Cd=1 00 E= 1700 ksi E_min = 620 ksi Fc--L= 625 psi 1828 ft-lb Adiusted Fb' = Fv' = E' = E_min' = Fc--l-' = 1300 psi 180 psi 1700 ksi 620 ksi 625 psi FLOOR LOADING Side 1 Side 2 Floor Live Load FLL = 50 psf 40 psf Floor Dead Load FDL = 42 psf 15 psf Floor Tnbutary Width FTW = 7 ft 0 ft Wall Load WALL = 0 plf BEAM LOADING Beam Total Live Load wL = 350 plf Beam Total Dead Load wD = 294 plf Beam Self Weight BSW = 4 plf Total Maximum Load wT = 648 plf Controlling Moment 2 375 ft from left support Created by combining all dead and live loads Controlling Shear 1262 1b At a distance d from support Created by combining all dead and live loads Comparisons with required sections Req'd Section Modulus 16 87 in3 Area (Shear) 10 52 in2 Moment of Inertia (deflection) 18 39 in4 Moment 1828 ft-lb Shear 1262 Ib Provided 17 65 in3 19 25 in2 48 53 in4 1912 ft-lb 2310 Ib Project WATERSTONE Location FB-3 Multi-Loaded Multi-Span Beam [2010 California Building Code(2005 NDS)] (4) 3 5 INx 11 25 IN X 11 5 FT 2 0E-2900F - APA EWS LVL Stress Classes Section Adequate By 7 2%) Controlling Factor Deflection Harout Soghomonian Cfpiwi-L/IJ EBA, Inc \'i''SJ!%M 635 West Broadway Glendale, CA 91204 page StruCalc Version 8 0 112 0 5/15/2012 4 23 13 PM DEFLECTIONS Center Live Load 0 36 IN U386 Dead Load 0 01 in Total Load 0 36 IN L/380 Live Load Deflection Cntena L/360 Total Load Deflection Criteria L/240 REACTIONS A B Live Load 14061 lb 9039 lb Dead Load 264 lb 264 Ib Total Load 14325 lb 9303 Ib Beanng Length 1 36 in 0 89 in BEAM DATA Center Span Length 11 5 ft Unbraced Length-Top 0 ft Unbraced Length-Bottom 11 5 ft Live Load Duration Factor 1 60 Notch Depth 0 00 LOADING DIAGRAM -11 5ft-B MATERIAL PROPERTIES 2 0E-2900F - APA EWS LVL Stress Classes Base Values UNIFORM LOADS Center Uniform Live Load 0 plf Uniform Dead Load 0 plf Beam Self Weight 46 plf Total Uniform Load 46 plf Bending Stress Fb= 2900 psi Fb' = 4678 psi POINT LOADS - CENTER SPAN Bending Stress Cd=1 60CF=1 01 Load Number One Shear Stress Fv= 285 psi Fv' = 456 psi Live Load 23100 1b Cd=1 60 Dead Load 0 Ib Modulus of Elasticity E = 2000 ksi E' = 2000 ksi Location 4 5 ft Comp -Lfo Grain Fc--L= 750 psi Fc-X.= 750 psi Controlling Moment 63786 ft-lb 4 49 Ft from left support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s) 2 Controlling Shear 14283 1b At a distance d from left support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s) 2 Comparisons with required sections Req'd Provided Section Modulus 163 64 m3 295 31 in3 Area (Shear) 46 98 in2 157 5 in2 Moment of Inertia (deflection) 1548 89 in4 1661 13 in4 Moment 63786 ft-lb 115112 ft-lb Shear 14283 Ib 47880 Ib |0 EDMOND BABAYAN & ASSOCIATES, INC. STRUCTURAL ENGINEERS ( PROJECT /4//9 7gR^<r^OAyg i^firSir-/(k, OPP^'r.^ 635 W BROADWAY GLENDALE, CA 91204 PHONE (818) 243-1400 FAX (818) 502-8382 JOBNO. ^) Pl iL K\-- ^,'2 6rr ^ ^/•98ir P REVISED REVISED REVISED REVISED DESIGNED BY DATE SHEET NO EDMOND BABAYAN & ASSOCIATES, INC. STRUCTURAL ENGINEERS PROJECT l^/^7<=n SfoAje CmSiAJG ^P/^^r. 635 W BROADWAY GLENDALE, CA 91204 PHONE (818)243-1400 FAX (818) 502-8382 JOBNO. <^?f'l^ As - ?>^^g^'^ r 7^ TO C3 < - o -7 REVISED REVISED REVISED REVISED DESIGNED BY DATE SHEET NO EDMOND BABAYAN & ASSOCIATES, INC. STRUCTURAL ENGINEERS PROJECT UJ/r7^fz^s-r^A^e c€^/^/ 635 W BROADWAY GLENDALE, CA 91204 PHONE (818) 243-1400 FAX (818) 502-8382 JOBNO. <^?/-Z. A/2? Site Class Definition Mapped Spectral Response Acceleration at ( Mapped Spectral Response Acceleration al Short Period Site Coefficient at 0 2 I Long Period Site Coefficient at Is I Adjusted Spectral Response Acceleration Adjusted Spectral Response Acceleratioi Design Spectral Response Acceleration! Design Spectral Response Accelerati/, ^ / o REVISED REVISED REVISED REVISED DESIGNED BY DATE SHEET NO OS/ ll 1 tt L-V EDMOND BABAYAN & ASSOCIATES, INC. STRUCTURAL ENGINEERS 635 W BROADWAY GLENDALE, CA 91204 PHONE (818) 243-1400 FAX (818) 502-8382 PROJECT_ /A/C Q f-Z^^c^ JOBNO. /,// i>c _A 0- l^Sll^ i<^iA^-C (AJ fH- L^(P ^Pi<' ^^^^^ REVISED REVISED REVISED REVISED DESIGNED BY DATE SHEET NO OSl II ((-2^ EDMOND BABAYAN &• ASSOCIATES, INC. STRUCTURAL ENGINEERS PROJECT <V/^7cSft-/rOA^g /V7. 635 W BROADWAY GLENDALE, CA 91204 PHONE (818)243-1400 FAX (818) 502-8382 JOB NO. 0?fZ. Rocp ni \i^L(^ cP ll'^O 11 \ 9o 6 13 "7v" 78 1^ ^0 01 s 7& REVISED REVISED REVISED REVISED DESIGNED BY DATE SHEET NO / f//-v 635 W BROADWAY GLENDALE, CA 91204 PHONE (818)243-1400 FAX (818)502-8382 EDMOND BABAYAN & ASSOCIATES, INC. STRUCTURAL ENGINEERS ( PROJECT lAJy^TSfl S-/QiAJ& /W, Ce^^Sr^/Q o/yS//Pr JOB NO. ^ X- LATERAL AMALySIS ^ SP^A^ WALLS 0\ DE/^t) LOAD A3S 1t 1/ 1^ 1c> 1'^ 41 1^ (5* pl\j 4 1, ^/7f ^7 /T^l- 6 ^7 0 ^16 srp A A REVISED REVISED REVISED REVISED DESIGNED BY DATE SHEETNO EDMOND BABAYAN & ASSOCIATES, INC. STRUCTURAL ENGINEERS PROJECT, 635 W BROADWAY GLENDALE, CA 91204 PHONE (818)243-1400 FAX (818) 502-8382 /l/areTS r-/o/i/(S /^r='-/ C^^,,^i. p^-^ JOB NO. oP/ ploniP J<ro^ a- T o •ie—^ -1, so REVISED REVISED REVISED REVISED DESIGNED BY DATE SHEET NO 4./ EDMOND BABAYAN & ASSOCIATES, INC. STRUCTURAL ENGINEERS PROJECT 635 W BROADWAY GLENDALE, CA 91204 PHONE (818) 243-1400 FAX (818) 502-8382 JOBNO. ^9/7^ C^'7^P/p Ac^/^Z-^/o ('^'f) OSt^ 3U^^ •'t^'y^ S55 ^' REVISED REVISED REVISED REVISED DESIGNED BY DATE SHEET NO EDMOND BABAYAN & ASSOCIATES, INC. STRUCTURAL ENGINEERS 635 W BROADWAY GLENDALE, CA 91204 PHONE (818)243-1400 FAX (818)502-8382 PROJECT. JOB NO. LATERAL ANALYSIS ^ SPeAR WALLS tr-. /V/ -DEAvl? UOAP C^) HLOWMt. <E 1 p' A 1 A A Al\ A r A A A - A r -A A A A 4 REVISED REVISED REVISED REVISED DESIGNED BY DATE SHEETNO EDMOND BABAYAN & ASSOCIATES, INC. STRUCTURAL ENGINEERS 635 W BROADWAY GLENDALE, CA 91204 PHONE (818)243-1400 FAX (818)502-8382 PROJECT i/^p7Prt tr.aPS- phfij r^i/A/G (sPn^i JOB NO. Q?/'^ <(\/- l>ol P ' 9-11], A ^6 e /feV C^^ REVISED REVISED REVISED REVISED DESIGNED BY DATE SHEET NO EDMOND BABAYAN & ASSOCIATES, INC. STRUCTURAL ENGINEERS PROJECT, y^f 7a? 635 W BROADWAY GLENDALE, CA 91204 PHONE (818) 243-1400 FAX (818) 502-8382 JOB NO. O f /-L^ ^It'^'t' rip AT p--^ -73od ix -Z' ^ <^(^a>0 — I* REVISED REVISED REVISED REVISED DESIGNED BY DATE SHEET NO OS\io\ (1^ Project WATERSTONE Location COL FOOTING @ FB-1 SUUPORT Footing [2010 California Building Code(2005 NDS)] Footing Size 3 0 FT x 3 0 FT x 12 00 IN Reinforcement #4 Bars @ 9 00 IN O C E/W / (4) mm Section Footing Design Adequate y*'-, Harout Soghomonian 635 West Broadway *' •"•^"•^ Glendale, CA 91204 page StruCalc Version 8 0 112 0 5/10/2012 3 03 24 PM FOOTING PROPERTIES Allowable Soil Beanng Pressure Qs = 2500 psf Concrete Compressive Strength F'c = 3000 psi Reinforcing Steel Yield Strength Fy = 60000 psi Concrete Reinforcement Cover c = 3 in FOOTING SIZE Width W= 3 ft Length L = 3 ft Depth Depth = 12 in Effective Depth to Top Layer of Steel d = 8 25 in COLUMN AND BASEPLATE SIZE Column Type Wood Column Width m = 4 in Column Depth n = 4 in FOOTING CALCULATIONS Bearing Calculations Ultimate Beanng Pressure Qu = 1822 psf Effective Allowable Soil Beanng Pressure Qe = 2350 psf Required Footing Area Areq = 6 98 sf Area Provided A = 9 00 sf Baseplate Bearing Beanng Required Bear = 23193 Ib Allowable Beanng Bear-A = 53040 Ib Beam Shear Calculations (One Way Shear) Beam Shear Vui = 6281 Ib Allowable Beam Shear Vd = 24401 lb Punching Shear Calculations (Two Way Shear) Cntical Penmeter Bo = 49 in Punching Shear Vu2 = 20507 Ib Allowable Punching Shear (AC111-35) vc2-a = 99638 Ib Allowable Punching Shear (ACI 11-36) vc2-b = 145051 Ib Allowable Punching Shear (ACI 11-37) vc2-c = 66425 lb Controlling Allowable Punching Shear vc2 = 66425 Ib Bending Calculations Factored Moment Mu = 104368 in-lb Nominal Moment Strength Mn = 338843 in-lb Remforcement Calculations Concrete Compressive Block Depth a = 0 51 in Steel Required Based on Moment As(1) = 0 24 in2 Mm Code Req'd Remf Shrink/Temp (ACI-10 5 4) As(2) = 0 78 in2 Controlling Reinforcing Steel As-reqd 0 78 in2 Selected Reinforcement #4's @ 9 0 m 0 c e/w (4) Mm Reinforcement Area Provided As = 0 79 in2 Development Length Calculations Development Length Required Ld = 15 in Development Length Supplied Ld-sup = 15 in FOOTING LOADING Live Load PL = 8776 Ib Dead Load PD = 7626 Ib Total Load PT = 16402 Ib Ultimate Factored Load Pu = 23193 Ib Weight to resist uplift w/1 5 F S U R = 870 Ib -1 Project WATERSTONE Location COL FOOTING @ FB-2 SUUPORT Footing [2010 California Building Code(2005 NDS)] Footing Size 2 0 FT x 2 0 FT x 12 00 IN Reinforcement #4 Bars @ 8 00 IN O C E/W / (3) mm Section Footing Design Adequate ^ Harout Soghomonian 635 West Broadway Glendale, CA 91204 StruCalc Version 8 0 112 0 5/10/2012 3 04 09 PM FOOTING PROPERTIES Allowable Soil Beanng Pressure Qs = 2500 psf Concrete Compressive Strength F'c = 3000 psi Reinforcing Steel Yield Strength Fy = 60000 psi Concrete Reinforcement Cover c = 3 in FOOTING SIZE Width W = 2 ft Length L = 2 ft Depth Depth = 12 m Effective Depth to Top Layer of Steel d= 8 25 in COLUMN AND BASEPLATE SIZE Column Type Wood Column Width m = 4 in Column Depth n = 4 in FOOTING CALCULATIONS Bearing Calculations Ultimate Beanng Pressure Qu = 2139 psf Effective Allowable Soil Beanng Pressure Qe = 2350 psf Required Footing Area Areq = 3 64 sf Area Provided A = 4 00 sf Baseplate Bearing Beanng Required Bear = 12105 Ib Allowable Bearing Bear-A = 53040 lb Beam Shear Calculations (One Way Shear) Beam Shear Vui = 1891 Ib Allowable Beam Shear Vd = 16267 Ib Punching Shear Calculations (Two Way Shear) Critical Perimeter Bo = 49 in Punching Shear Vu2 = 8951 Ib Allowable Punching Shear (ACI 11-35) vc2-a = 99638 Ib Allowable Punching Shear (ACI 11-36) vc2-b = 145051 Ib Allowable Punching Shear (ACI 11-37) vc2-c = 66425 Ib Controlling Allowable Punching Shear vc2 = 66425 Ib Bending Calculations Factored Moment Mu = 36314 m-lb Nominal Moment Strength Mn = 253113 in-lb Reinforcement Calculations Concrete Compressive Block Depth a = 0 58 m Steel Required Based on Moment As(1) = 0 08 in2 Mm Code Req'd Remf Shnnk/Temp (ACI-10 5 4) As(2) = 0 52 in2 Controlling Reinforcing Steel As-reqd = 0 52 in2 Selected Reinforcement #4's @ 8 0 in 0 c e/w (3) Min Reinforcement Area Provided As = 0 59 in2 Development Length Calculations Development Length Required Ld = 15 in Development Length Supplied Ld-sup = 9 in FOOTING LOADING Live Load PL = 4600 Ib Dead Load PD = 3954 Ib Total Load PT = 8554 lb Ultimate Factored Load Pu = 12105 Ib Weight to resist uplift w/1 5 F S U R = 387 lb Note Plain concrete adequate for bending, therefore adequate development length not required EDMOND BABAYAN & ASSOCIATES, INC. STRUCTURAL ENGINEERS PROJECT 635 W BROADWAY GLENDALE, CA 91204 PHONE (818) 243-1400 FAX (818) 502-8382 JOBNO. /-Z. liP^^ PSa7i 74- -Vt^ - REVISED REVISED REVISED REVISED DESIGNED BY DATE SHEET NO Project WATERSTONE Location roof beam Multi-Loaded Multi-Span Beam [2010 California Building Code(2005 NDS)] 3 5 IN X 10 5 IN X 10 0 FT 24F-V4 - Visually Graded Western Species - Dry Use Section Adequate By 28 3% Controlling Factor Moment DEFLECTIONS Center Live Load 0 15 IN L/821 Dead Load 0 14 in Total Load 0 29 IN L/417 Live Load Deflection Critena L/360 Total Load Deflection Critena U240 MATERIAL PROPERTIES 24F-V4 - Visually Graded Western Species Base Values Ad|usted Bending Stress Fb = 2400 psi Controlled by Fb_cmpr = 1850 psi Fb' = 3000 psi Cd=1 25 Shear Stress Fv = 265 psi Fv' = 331 psi Ccl=1 25 Modulus of Elasticity E = 1800 ksi E' = 1800 ksi Mm Mod of Elasticity E mm = 930 ksi E mm' = 930 ksi Comp -Lfo Gram Fc--^ = 650 psi Fc-^' = 650 psi Controlling Moment 12532 ft-lb 7 0 Ft from left support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s) 2 Controlling Shear -4620 Ib At a distance d from nght support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s) 2 Harout Soghomonian EBA, Inc 635 West Broadway Glendale, CA 91204 page StruCalc Version 8 0 112 0 5/18/2012 11 55 23 AM REACTIONS A B Live Load 912 Ib 2608 Ib Dead Load 906 Ib 2517 lb Total Load 1818 Ib 5125 Ib Beanng Length 0 80 in 2 25 in BEAM DATA Center Span Length 10 ft Unbraced Length-Top 0 ft Unbraced Length-Bottom 10 ft Live Load Duration Factor 1 25 Camber Adj Factor 1 Camber Required 0 14 Notch Depth 0 00 LOADING DIAGFtAM I B UNIFORM LOADS Center Uniform Live Load 0 plf Uniform Dead Load 0 plf Beam Self Weight 8 plf Total Uniform Load 8 plf POINT LOADS - CENTER SPAN Load Number One Live Load 2560 Ib Dead Load 2432 Ib Location 7 ft TRAPEZOIDAL LOADS - CENTER SPAN Load Number One Left Live Load 320 plf Left Dead Load 304 plf Right Live Load 320 plf Right Dead Load 304 plf Load Start 7 ft Load End 10 ft Load Length 3 ft Comparisons with required sections Req'd Provided Section Modulus 5013 in3 64 31 in3 Area (Shear) 20 92 in2 36 75 in2 Moment of Inertia (deflection) 194 32 in4 337 64 in4 Moment 12532 ft-lb 16078 ft-lb Shear -4620 1b 8116 1b 1 • ' Project WATERSTONE Location raofe©3m IptoofV- f^M Jjv/'pp'Orl- Multi-Loaded Multi-Span Beam [2010 California Building Code(2005 NDS)] 3 5 IN X 10 5 IN X 13 OFT 24F-V4 - Visually Graded Western Species - Dry Use Section Adequate By 35 0% Controlling Factor Moment DEFLECTIONS Center Live Load 0 22 IN L/702 Dead Load 0 22 in Total Load 0 44 IN U351 Live Load Deflection Criteria L/480 Total Load Deflection Criteria L/240 MATERIAL PROPERTIES 24F-V4 - Visually Graded Western Species Base Values Adjusted Bending Stress Fb = 2400 psi Controlled by Fb_cmpr = 1850 psi Fb' = 3000 psi Cd=1 25 Shear Stress Fv = 265 psi Fv' = 331 psi Cd=1 25 Modulus of Elasticity E = 1800 ksi E'= 1800 ksi Mm Mod of Elasticity E mm = 930 ksi E_min' = 930 ksi Comp -Lfo Gram Fc--J- = 650 psi Fc - -L' = 650 psi Controlling Moment 11907 ft-lb Harout Soghomonian EBA, Inc 635 West Broadway Glendale, CA 91204 StruCalc Version 8 0 112 0 5/18/2012 11 57 24 AM REACTIONS A B Live Load 602 Ib 2006 Ib Dead Load 633 Ib 1988 Ib Total Load 1234 Ib 3994 Ib Beanng Length 0 54 in 1 76 in BEAM DATA Center Span Length 13 ft Unbraced Length-Top 0 ft Unbraced Length-Bottom 13 ft Live Load Duration Factor 1 25 Camber Adj Factor 1 Camber Required 0 22 Notch Depth 0 00 LOADING DIAGRAM UNIFORM LOADS Center Uniform Live Load 0 plf Uniform Dead Load 0 plf Beam Self Weight 8 plf Total Uniform Load 8 plf POINT LOADS - CENTER SPAN Load Number One Live Load 2608 Ib Dead Load 2517 1b Location 10 ft 10 01 Ft from left support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s) 2 Controlling Shear -3988 Ib At a distance d from nght support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s) 2 Comparisons with required sections Req'd Provided Section Modulus 47 63 in3 64 31 in3 Area (Shear) 18 06 in2 36 75 in2 Moment of Inertia (deflection) 231 05 in4 337 64 in4 Moment 11907 ft-lb 16078 ft-lb Shear -3988 1b 8116 1b EDMOND BABAYAN & ASSOCIATES, INC. STRUCTURAL ENGINEERS 635 W BROADWAY GLENDALE, CA 91204 PHONE (818)243-1400 FAX (818)502-8382 PROJECT JOB NO. 6P7, P7C/C) <^^<^ 02:. u-i JL ^ =7 7^= REVISED REVISED REVISED REVISED DESIGNED BY DATE SHEET NO Woodworks® Sizer SOFTWARE FOR WOOD DESIGN Columnl Woodworks® Sizer 9.15 May 18, 2012 13.39:51 COMPANY PROJECT EDMOND BABAYAN & ASSOC , INC 635 West Broadway Glendale, CA 91204 STUD WALLS PHONE 818 243 1400 DESIGN RESULTS - NDS 2005 Wall EXT 2ND TO ROOF 12 DESIGN DATA Type Material Ke X Lb Ke X Ld Total length Pinned base, Load face = width(b). Lumber Stud @ 16 0 [in] spacing 100x0 00= 0 00 [ft], I 00 X 11 63= 11 63 [ft], II 63 [ft] Repetitive factor applied where permitted (refer to online help), Load combinations ASCE 7-05 / IBC 2 009, LOADS (force=lbs, pressure=psf, udl=plf, location=ft) >>Self-weight automatically included<< Load 1 Type 1 Distribution(Pat- 1 tern 1 Location Start End Magnitude Start End Unit Loadl Load2 Dead Roof constr 1 Axial UDL Axial UDL (Ecc = 0 00") (Ecc = 0 00") 133 140 plf plf SUGGESTED SECTIONS that PASSED the CODE CHECK Species bxd Axial Bending Conib'd Shear Disp./ Grade m fc/Fc' fb/Fb' fv/Fv' Allow D Pir-L 1* Stud 2x4 0 29 2* No 3 2x4 0 29 3* No 2 2x4 0 25 4* No 1 2x4 0 23 5* S- No l&Btr P-F 2x4 0 22 6* Stud 2x4 0 33 7* No 3 2x4 0 33 8* No 1/No 2 2x4 0 28 9* S SS Pme 2x4 0 26 10* Stud 2x4 0 29 11* No 3 2x4 0 29 12* No 2 Non-Den 2x4 0 28 13* No 2 2x4 0 25 14* No 2 Dense 2x4 0 23 Hem-Fir 15* Stud 2x4 0 33 16* No 3 2x4 0 33 17* No 2 2x4 0 30 18* No 1 2x4 0 26 19* D No l&Btr Fir-L (N) 2x4 0 26 20* Stud 2x4 0 29 21* No 3 2x4 0 29 22* No 1/No 2 2x4 0 25 23* No l&Btr 2x4 0 22 24* SS 2x4 0 21 Woodworks® Sizer SOFTWARE FOR WOOD DESIGN Columnl Woodworks® Sizer 9.15 Page 2 24* SS 2x4 0 21 Hem-Fir (N) 25* Stud 2x4 0 29 26* No 3 2x4 0 29 27* No 1/No 2 2x4 0 25 28* No l&Btr 2x4 0 23 29* SS 2x4 0 23 D Fir (S) 30* Stud 2x4 0 36 >>For more detailed output, select a Suggested Section from the Data Bar << DESIGN NOTES 1 Woodworks analysis and design are in accordance with the ICC International Building Code (IBC 2009), the National Design Specification (NDS 2005), and NDS Design Supplement 2 Please verify that the default deflection limits are appropriate for your application Woodworks® Sizer SOFTWARE FOR WOOD DESIGN Columnl Woodworks® Sizer 9.15 May 18,2012 13:40 46 COMPANY PROJECT EDMOND BABAYAN & ASSOC , INC 63 5 West Broadway Glendale, CA 91204 STUD WALLS PHONE 818 243 1400 DESIGN RESULTS - NDS 2005 Wall EXT 2ND TO ROOF 12 DESIGN DATA Type Pinned base, Load face = width(b), Material Lumber Stud @ 16 0 [m] spacing Ke X Lb 1 00 X 0 00= 0 00 [ft], Ke X Ld 1 00 X 11 63= 11 63 [ft], Lateral support top = Lb, bottom = Lb, Total length 11 63 [ft] Repetitive factor- applied where permitted (refer to online help), Load combinations ASCE 7-05 / IBC 2009, LOADS (force=lbs, pressure >>Self-weight =psf, udl=plf, location=ft) automatically included<< Load Type Distribution|Pat- 1 tern Location Start End Magnitude Start End Unit Loadl Load2 Dead Wind Axial UDL Full UDL (Ecc = 0 00") 133 13 0 plf plf SUGGESTED SECTIONS that PASSED the CODE CHECK Species 1 bxd Axial Bending| Comb' d Shear Dlsp / Grade | 1 m fc/Fc' fb/Fb' 1 fv/Fv' Allow D 1 Fir~L 1* Stud 2x4 0 15 0 61 0 73 0 07 0 . 92 2* No 3 2x4 0 15 0 59 0 71 0 07 0 92 3* No 2 2x4 0 . 13 0 35 0 41 0 07 0 80 4* No 1 2x4 0 12 0 31 0 37 0 07 0 . 76 5* No l&Btr 2x4 0 11 0 26 0 30 0 07 0 71 S-P-F 6* Stud 2x6 0 06 0 28 0 30 0 06 0 28 7 * No 3 2x6 0 06 0 29 0 31 0 06 0 28 8* No l/No 2 2x4 0 14 0 36 0 43 0 10 0 92 9* SS 2x4 0 13 0 25 0 30 0 10 0 86 S Pme 10* Stud 2x4 0 15 0 55 0 66 0 08 0 92 11* No 3 2x4 0 15 0 55 0 66 0 08 0 92 12* No 2 Non-Den 2x4 0 15 0 35 0 42 0 08 0 92 13* No 2 2x4 0 13 0 31 0 37 0 08 0 80 14* No 2 Dense 2x4 0 12 0 28 0 32 0 08 0 76 Hem-Fir 15* Stud 2x6 0 06 0. 28 0 30 0 06 0 28 16* No 3 2x6 0 06 0 29 0 31 0 05 0 28 17* No 2 2x4 0 16 0 37 0 45 0 09 0 99 18* No 1 2x4 0 13 0 32 0 38 0 09 0 86 19* No l&Btr 2x4 0 13 0 28 0 34 0 09 0 86 D Fir-L (N) 20* Stud 2x4 0 15 0 65 0 78 0 07 0 92 21* No 3 2x4 0 15 0 66 0 78 0 07 0 92 22* No 1/No 2 2x4 0 13 0 37 0 43 0 07 0 80 23* No l&Btr 2x4 0 11 0 27 0 32 0 07 0.71 Woodworks® Sizer SOFTWARE FOR WOOD DESIGN Columnl Woodworks® Sizer 9.15 23* No l&Btr 2x4 0 11 0 27 0 32 0 07 0 71 24* SS 2x4 0 11 0 23 0 27 0 07 0 68 Hem-Fir (N) 25* Stud 2x4 0 15 0 55 0 66 0 09 0 92 26* No 3 2x4 0 15 0 54 0 65 0 09 0 92 27* No 1/No 2 2x4 0 13 0 31 0 37 0 09 0 80 28* No l&Btr 2x4 0 12 0 26 0 31 0 09 0 76 29* SS 2x4 0 12 0 24 0 28 0 09 0 76 D Fir (S) 30* Stud 2x6 0 06 0 28 0 30 0 05 0 30 Comb'd = tension + bending or compression + bending >>For more detailed output, select a Suggested Section from the Data Bar << DESIGN NOTES Page 2 Woodworks analysis and design are in accordance with the ICC International Building Code (IBC 2009), the National Design Specification (NDS 2005), and NDS Design Supplement Please verify that the default deflection limits are appropriate for your application Woodworks® Sizer SOFTWARE FOR WOOD DESIGN Columnl Woodworks® Sizer 9.15 May 18, 2012 13 43 37 COMPANY PROJECT EDMOND BABAYAN & ASSOC , INC 635 West Broadway Glendale, CA 91204 STUD WALLS PHONE 818 243 1400 DESIGN RESULTS - NDS 2005 Wall EXT 1ST TO 2ND TO ROOF 12 DESIGN DATA Type Pinned base. Load face = width(b). Material Lumber Stud ® 16 0 [m] spacing Ke X Lb 1 00 x 0 00= 0 00 [ft] , Ke X Ld 1 00 x 9 46= 9 46 [ft] , Lateral support, top = Lb, bottom = Lb, Total length 9 46 [ft] Repetitive factor applied where permitted (refer to online help), Load combinations ASCE 7-05 / IBC 2009, LOADS (force=lbs, pressure=psf, udl=plf, location=ft) >>Self-weight automatically included<< Load 1 Type 1 Distribution Pat- tern Location Start End Magnitude Start End Unit Loadl Dead Axial UDL (Ecc = 0 00") 416 plf Load2 Wmd Full UDL 13 0 plf Load3 Live Axial UDL (Ecc = 0 00") 338 plf SUGGESTED SECTIONS that PASSED the CODE CHECK Species bxd Axial Bending| Comb'd Shear | Disp / Grade m fc/Fc' fb/Fb' 1 fv/Fv'1 Allow 1 D Fir-L 1* Stud 2x4 0 55 0 40 0 75 0 06 0 50 2* No 3 2x4 0 55 0 39 0 73 0 06 0 50 3* No 2 2x4 0 46 0 23 0 43 0 06 0 43 4* No 1 2x4 0 43 0 21 0 38 0 06 0 41 5* No l&Btr S-P-F 2x4 0 40 0 17 0 31 0 06 0 39 6* Stud 2x4 0 64 0 42 0 91 0 08 0 58 7* No 3 2x4 0 64 0 41 0 91 0 08 0 58 8* No l/No 2 2x4 0 52 0 24 0 51 0 08 0 50 9* SS S Pme 2x4 0 48 0 17 0 38 0 08 0 46 10* Stud 2x4 0 54 0 36 0 69 0 06 0 50 11* No 3 2x4 0 54 0 36 0 69 0 06 0 50 12* No 2 Non-Den 2x4 0 52 0 23 0 50 0 06 0 50 13* No 2 2x4 0 46 0 21 0 41 0 06 0 43 14* No 2 Dense Hem-Fir 2x4 0 43 0 18 0 35 0 06 0 41 15* Stud 2x4 0 63 0 42 0 91 0 07 0 58 16* No 3 2x4 0 63 0 41 0 90 0 07 0 58 17* No 2 2x4 0 56 0 24 0 58 0 07 0 53 18* No 1 2x4 0 48 0 21 0 44 0 07 0 46 19* No l&Btr D Fir-L (N) 2x4 0 48 0 19 0 41 0 07 0 46 20* Stud 2x4 0 54 0 43 0 78 0 06 0 50 21* No 3 2x4 0 54 0 43 0 79 0 06 0 50 22* No l/No 2 2x4 0 46 0 24 0 45 0 06 0 43 Woodworks® Sizer SOFTWARE FOR WOOD DESIGN Columnl Woodworks® Sizer 9.15 22* No l/No 2 2x4 0 46 0 24 0 45 0 06 0 43 23* No l&Btr 2x4 0 40 0 18 0 32 0 06 0 39 24* SS 2x4 0 38 0 15 0 28 0 06 0 36 Hem-Fir (N) 25* Stud 2x4 0 54 0 36 0 69 0 08 0 50 26* No 3 2x4 0 54 0 36 0 68 0 08 0 50 27* No.l/No 2 2x4 0 46 0 21 0 41 0 08 0 43 28* No l&Btr 2x4 0 43 0 17 0 34 0 08 0 41 29* SS 2x4 0 42 0 16 0 32 0 08 0 41 D Fir (S) 30* Stud 2x6 0 22 0 19 0 19 0 04 0 16 Comb'd = tension + bending or compression + bending >>For more detailed output, select a Suggested Section from the Data Bar << DESIGN NOTES Page 2 Woodworks analysis and design are m accordance with the ICC International Building Code (IBC 2009), the National Design Specification (NDS 2005), and NDS Design Supplement Please verify that the default deflection limits are appropriate for your application IT Woodworks® Sizer SOFTWARE FOR WOOD DESIGN Columnl Woodworks® Sizer 9.15 May 18,2012 13:44 29 COMPANY EDMOND BABAYAN & ASSOC , INC 63 5 West Broadway Glendale, CA 91204 PHONE 818 243 1400 PROJECT BLDG G 6c n STUD WALLS DESIGN RESULTS - NDS 2005 Wall EXT 1ST TO 2ND TO ROOF 12 DESIGN DATA Type Pinned base. Load face = width(b). Material Lumber Stud @ 16 0 [m] spacing Ke X Lb 1 00 X 0 00= 0 00 [ft] , Ke X Ld Total length 1 00 X 9 46= 9 46 [ft], 9 46 [ft] Repetitive factor applied where permitted (refer to online help); Load combinations ASCE 7-05 / IBC 2009, LOADS (force=lbs, pressure=psf, udl=plf, location=ft) >>Self-weight automatically included<< Load 1 Type 1 Distribution Pat- tern Location Start End Magnitude Start End Unit Loadl Load3 1 Dead Live Axial UDL Axial UDL (Ecc = 0 00") (Ecc = 0 00") 416 478 plf plf SUGGESTED SECTIONS that PASSED the CODE CHECK Species bxd Axial Bending| Comb'd Shear Disp / Grade in fc/Fc' fb/Fb' 1 fv/FV Allow D Fir-L 1* Stud 2x4 0 65 2* No 3 2x4 0 65 3* No 2 2x4 0 54 4* No 1 2x4 0 51 5* S- No l&Btr P-F 2x4 0 48 6* Stud 2x4 0 75 7* No 3 2x4 0 76 8* No l/No 2 2x4 0 62 9 * S SS Pme 2x4 0 57 10* Stud 2x4 0 64 11* No 3 2x4 0 64 12* No 2 Non-Den 2x4 0 61 13* No 2 2x4 0 54 14* No 2 Dense 2x4 0 50 Hem-Fir 15* Stud 2x4 0 74 16* No 3 2x4 0 74 17* No 2 2x4 0 66 18* No 1 2x4 0 57 19* D No l&Btr Fir-L (N) 2x4 0 57 20* Stud 2x4 0 64 21* No 3 2x4 0 64 22* No l/No.2 2x4 0 54 23* No l&Btr 2x4 0 47 24* SS 2x4 0 45 Woodworks® Sizer SOFTWARE FOR WOOD DESIGN Columnl Woodworks® Sizer 9.15 Page 2 24* SS 2x4 0 45 Hem-Fir (N) 25* Stud 2x4 0 64 26* No 3 2x4 0 64 27* No l/No 2 2x4 0 54 28* No l&Btr 2x4 0 51 29* SS 2x4 0 50 D Fir (S) 30* Stud 2x4 0 80 >>For more detailed output, select a Suggested Section from the Data Bar << DESIGN NOTES 1 Woodworks analysis and design are m accordance with the ICC International Buildmg Code (IBC 2009), the National Design Specification (NDS 2005), and NDS Design Supplement 2 Please verify that the default deflection limits are appropriate for your application BUILDING ENERGY ANALYSIS REPORT PROJECT: Waterstone Apartment - Leasing Office 2320 Via Clemente Carlsbad, CA 92008 Project Designer: Harvey Chnstensen San Diego, CA (858) 450-9292 Report Prepared by: Fard Engineers, Inc Job Number: 1237 Date: 5/17/2012 The EnergyPro computer program has been used to perform the calculations summarized in this compliance report This program has approval and is authorized by the California Energy Commission for use with both the Residential and Nonresidential 2008 Building Energy Efficiency Standards This program developed by EnergySoft, LLC - www energysoft com EnergyPro 5 1 by EnergySoft User Number 8477 RunCode 2012-05-17715 10 54 ID 1237 TABLE OF CONTENTS Cover Page 1 Table of Contents 2 Nonresidential Performance Title 24 Forms 3 Form ENV-IVIIVI Envelope Mandatory Measures 21 Form MECH-MM Mechanical Mandatory Measures 22 EnergyPro 5 1 by EnergySoft Job Number ID 1237 User Number 8477 PERFORMANCE CERTIFICATE OF COMPLIANCE (Part 1 of 3) PERF-1 C Project Name Waterstone Apartment - Leasing Office Date 5/17/2012 Project Address 2320 Via Clemente Carlsbad Climate Zone CA Climate Zone 07 Total Cond Floor Area 2,815 Addition Floor Area n/a GENERAL INFORMATION Building Type • Nonresidential • • Relocatable - indicate • High-Rise Residential • specific climate zone • Hotel/Motel Guest Room all climates Phase of Construction • New Gonstruction • Addition • Alteration STATEMENT OF COMPLIANCE This certificate of compliance lists the building features and specifications needed to comply with Title 24, Parts 1 and 6 of the California Code of Regulations This certificate applies only to a Building using the performance compliance approach The documentation author hereby certifies that the documentation is accurate and complete Documentation Author Name Signature Company Fard Engineers, Inc Date 5/17/2012 Address Phone City/State/Zip The Pnncipal Designer hereby certifies that the proposed building design represented in this set of construction documents is consistent with the other compliance forms and worksheets, with the specifications, and with any other calculations submitted with this permit application The proposed building has been designed to meet the energy efficiency requirements contained in sections 110, 116 through 118, and 140 through 149 of Title 24, Part 6 Please check one ENV LTG MECH • • I hereby affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code to sign this document as the person responsible for its preparation, and that I am licensed in the State of California as a civil engineer, mechanical engineer, electrical engineer, or I am a licensed architect I affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code by section 5537 2 or 6737 3 to sign this document as the person responsible for its preparation, and that I am a licensed contractor performing this work I affirm that I am eligible under Division 3 of the Business and Professions Code to sign this document because it pertains to a structure or type of work described as exempt pursuant to Business and Professions Code Sections 5537, 5538 and 6737 1 Principal Envelope Designer ^^"^^ Harvey Christensen Signature Company Harvey Chnstensen Date Address License # City/State/Zip san Diego, CA Phone (858; 450-9292 Principal l\/lechanical Designer Name Max Saiidnia Signature Company Fard Engineers Date Address 309 Lennon Lane, Suite 200 License # City/State/Zip n/g/nu; Creek, CA 94598-2445 Phone (925) 932-5505 Principal Lighting Designer Name Signature Company Lighting Compliance Not In The Scope Of This Submittal Date Address License # City/State/Zip Phone INSTRUCTIONS TO APPLICANT COMPLIANCE & WORKSHEETS (check box if worksheets are included) El ENV-IC Certificate of Compliance Required on plans El MECH-IC Certificate of Compliance Required on plans • LTG-1 C Certificate of Compliance Required on plans El MECH-2C Air/Water Side/Service Hot Water & Pool Requirements • LTG-2C Lighting Controls Credit Worksheet El MECH-3C Mechanical Ventilation and Reheat • LTG-3C Indoor Lighting Power Allowance El MECH-5C Mechanical Equipment Details EnergyPro 5 1 by EnergySoft User Number 8477 RunCode 2012-05-17T15 10 54 ID 1237 Page 3 of 22 PERFORMANCE CERTIFICATE OF COMPLIANCE (Part 2 of 3) PERF-1 C Project Name Date Waterstone Apartment - Leasing Office 5/17/2012 ANNUAL TDV ENERGY USE SUMMARY (kBtu/sqft-yr) Energy Component Standard Design Proposed Design Compliance Margin Space Heating 2 13 0 33 1 80 Space Cooling 97 94 97 35 0 60 Indoor Fans 46 22 40 76 5 47 Heat Rejection 0 00 0 00 0 00 Pumps & Misc 0 00 0 00 0 00 Domestic Hot Water 10 24 12 09 -1 85 Lighting 53 02 53 02 0 00 Receptacle 47 20 47 20 0 00 Process 0 00 0 00 0 00 Process Lighting 0 00 0 00 0 00 TOTALS 256 76 250 74 6 02 Percent better than Standard 2 3% ( 2 3 % exclu Heating Coolmg Fans Heat Rej Pumps DHW Lighting Receptacle Process Process Ltg BUILDING COMPLIES GENERAL INFORMATION Building Orientation (N) 0 deg Conditioned Floor Area 2,875 sqft Number of Stones 1 Unconditioned Floor Area 705 sqft Number of Systems 2 Conditioned Footprint Area 7,355 sqft Number of Zones 12 Natural Gas Available On Site Yes sqft Onentation Gross Area Glazing Area Glazing Ratio Front Elevation (N) 474 sqft 48 sqft 70 7 % Left Elevation (E) 600 sqft 0 sqft 00% Rear Elevation (S) 840 sqft 747 sqft 16 8% Right Elevation (W) 7,222 sqft 485 sqft 39 7% Total 3,736 sqft 674 sqft 21 5% Roof 7,447 sqft 0 sqft 0 0% Standard Prescnptive Lighting Power Density Prescnptive Envelope TDV Energy 0 936 7 75,594 W/sqft Proposed 0 936 96,697 Prescnptive Values for W/sqft Companson only See LTG-IC for allowed LPD Remarks: EnergyPro 5 1 bv EnerqySoft User Number 8477 RunCode 2012-05-17T15 10 54 ID 1237 Page 4 of 22 PERFORMANCE CERTIFICATE OF COMPLIANCE (Part 3 Of 3) PERF-1 C Project Name Waterstone Apartment - Leasing Office Date 5/17/2012 ZONE INFORMATION System Name Zone Name Occupancy Type Floor Area (sqft) Inst LPD (W/sf)' Ctrl Credits {\N/stf Allowed LPD Proc Loads (W/sf) System Name Zone Name Occupancy Type Floor Area (sqft) Inst LPD (W/sf)' Ctrl Credits {\N/stf Area (W/sf)' Tailored (W/sf)'' Proc Loads (W/sf) First floor gym Exercise, Gymnasium 1,091 *7 000 hall Corridor/Restroom/Support 104 *0 600 restrooms Corridor/Restroom/Support 160 *0 600 storage Corridor/Restroom/Support 105 '0 600 Second floor maintenance Office <= 250 sqft 90 *1 100 packages Office <= 250 sqft 80 *7 700 office2 Office <= 250 sqft 130 *7 700 sales Office > 250 sqft 751 *0 900 office 7 Office <= 250 sqft 143 *7 700 toilet Corridor/Restroom/Support 64 *0 600 breakroom Office <= 250 sqft 126 *7 700 hall Corridor/Restroom/Support 76 *0 600 Notes 1 See LTG 1C (Items marked witti astensk, see LTG 1-C by others) 2 See LTG 2C 3 SeeLTG-3C (by others) 4 SeeLTG-4C Items above require special documentation EXCEPTIONAL CONDITIONS COMPLIANCE CHECKLIST The local enforcement agency should pay special attention to the items specified in this checklist These items require special written justification and documentation, and special verification to be used with the performance approach The local enforcement agency determines the adequacy of the justifications, and may reject a building or design that otherwise complies based on the adequacy of the special justification and documentation submitted The DHW System Bradford-White Corp 0-757725*** is a non-NAECA large storage gas water heater Verify DHW details The exceptional features listed in this performance approach application have specifically been reviewed Adequate written justification and documentation for their use have been provided by the applicant Authorized Signature or Stamp EnergyPro 5 1 by EnergySoft User Number 8477 RunCode 2012-05-17T15 10 54 ID 1237 Page 5 of 22 CERTIFICATE OF COMPLIANCE AND FIELD INSPECTION ENERGY CHECKLIST (Part 1 of 3) ENV-IC Project Name Waterstone Apartment - Leasing Office Date 5/17/2012 Project Address 2320 Via Clemente Carlsbad Climate Zone Total Cond Floor Area 2,875 Addition Floor Area n/a GENERAL INFORMATION Building Type IZl Nonresidential • High-Rise Residential • Hotel/Motel Guest Room • Schools (Public School) Relocatable Public School Bldg 121 Conditioned Spaces • Unconditioned Spaces • Skylight Area for Large Enclosed Space > 8000 ft (If checked include the ENV-4C with submittal) Phase of Construction Si New Construction • Addition • Alteration Approach of Compliance • Component IZ Overall Envelope • Unconditioned (file affidavit) Front Orientation N, E, S, W or in Degrees Odeg FIELD INSPECTION ENERGY CHECKLIST OPAQUE SURFACE DETAILS INSULATION Tag/ID Assembly Type o < c SCO 0) UJ 6 z 0) >> = ^> (0 • O CC CC o 0) 3 0) LU U. CC o 73 C c a. -3 < C o •D 3 iS O CO S/a6 7,097 (N) 0 730 None 4 4 7-A1 New Wall 120 (W) 0 102 R-13 4 3 1-A3 New • Wall 14 (W) 0 102 R-13 4 3 1-A3 New • Wall 252 (E) 0 102 R-13 4 3 1-A3 New • Wall 360 (S) 0 102 R-13 4 3 1-A3 New Slab 104 (N) 0 730 None 4 4 7-A1 New Wall 744 (N) 0 102 R-13 4 3 1-A3 New Wall 25 (W) 0 102 R-13 4 3 1-A3 New Slab 160 (N) 0 730 None 4 4 7-A1 New • 70 Wall 90 (N) 0 102 R-13 4 3 1-A3 New 1 See Instructions in the Nonresidential Compliance Manual, page 3-96 2 If Fail, then descnbe on Page 2 of the Inspection Checklist Form and take appropnate action to correct A fail does not meet compliance FENESTRATION SURFACE DETAILS Tag/ID Fenestration Type £ n 0) < Orientation N, E, S, W Max U-Factor U-Factor Source Max (R)SHGC SHGC Source Overhang Conditions Status Pass is 7 Window 485 (W) 0 340 NFRC 0 340 NFRC • New • • 2 Window 48 (N) 0 340 NFRC 0 340 NFRC • New • • 3 Window 141 (S) 0 340 NFRC 0 340 NFRC • New • • • • • • • • • • • • • • • • • • • • • • • 1 See Instructions in the Nonresidential Compliance Manual, page 3-96 2 If Fail then describe on Page 2 of the Inspection Checklist Form and take appropriate action to correct Verify building plans if necessary EnergyPro 5 1 by EnergySoft User Number 8477 RunCode 2012-0S-17T15 10 54 ID 1237 Page 6 of 22 CERTIFICATE OF COMPLIANCE AND FIELD INSPECTION ENERGY CHECKLIST (Part 1 Of 3) ENV-IC Project Name Waterstone Apartment - Leasing Office Date 5/17/2012 Project Address 2320 Via Clemente Carlsbad Climate Zone Total Cond Floor Area 2,875 Addition Floor Area n/a GENERAL INFORMATION Building Type • Nonresidential • High-Rise Residential • Hotel/Motel Guest Room • Schools (Public School) Relocatable Public School Bldg fZ Conditioned Spaces • Unconditioned Spaces • Skylight Area for Large Enclosed Space > 8000 ft (If checked include the ENV-4C with submittal) Phase of Construction Cl New Construction • Addition • Alteration Approach of Compliance • Component • Overall Envelope • Unconditioned (file affidavit) Front Onentation N, E, S, W or in Degrees Odeg FIELD INSPECTION ENERGY CHECKLIST OPAQUE SURFACE DETAILS INSULATION Tag/ID Assembly Type < c SCO 0) Ul o o n 0) ?> a I O CC cc o X n UJ > O Ol X 3 UJ u. cc o i > a> c 1£ X •5 c c o. -> < u CO Wl n 0. 77 Wall 160 (W) 0 102 R-13 4 3 1-A3 New 12 Wall 58 (N) 0 102 R-13 4 3 1-A3 New 13 Wall 90 (W) 0 102 R-13 4 3 1-A3 New • 74 Roof 90 (N) 0 032 R-30 4 2 1-A8 New 15 Wall 50 (N) 0102 R-13 4 3 1-A3 New 16 Roof 80 (N) 0 032 R-30 4 2 1-A8 New 17 Wall 84 (N) 0 102 R-13 4 3 1-A3 New • 78 Roof 130 (N) 0 032 R-30 4 2 1-A8 New 19 Wall 152 (W) 0 102 R-13 4 3 1-A3 New 20 Wall 30 (W) 0 102 R-13 4 3 1-A3 New 1 See Instructions in the Nonresidential Compliance Manual, page 3-96 2 If Fail, then describe on Page 2 of Ihe Inspection Checklist Form and take appropriate action to correct A fail does not meet compliance FENESTRATION SURFACE DETAILS Tag/ID Fenestration Type £ n u Orientation N, E, S, W Max U-Factor U-Factor Source Max (R)SHGC SHGC Source Overhang Conditions Status Pass is u. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 1 See Instructions in the Nonresidential Compliance Manual, page 3-96 2 It Fail then describe on Page 2 of the Inspection Checklist Form and take appropriate action to correct Verify building plans if necessary EnergyPro 5 1 by EnergySoft User Number 8477 RunCode 2012-05-17T15 10 54 ID 1237 Page 7 of 22 CERTIFICATE OF COMPLIANCE AND FIELD INSPECTION ENERGY CHECKLIST (Part 1 Of 3) ENV-1 C Project Name Waterstone Apartment - Leasing Office Date 5/17/2012 Project Address 2320 Via Clemente Carlsbad Climate Zone Total Cond Floor Area 2,815 Addition Floor Area n/a GENERAL INFORMATION Building Type IZl Nonresidential • High-Rise Residential • Hotel/Motel Guest Room • Schools (Public School) Relocatable Public School Bldg IZ Conditioned Spaces • Unconditioned Spaces • Skylight Area for Large Enclosed Space > 8000 ft (If checked include the ENV-4C with submittal) Phase of Construction Cl New Construction • Addition • Alteration Approach of Compliance • Component 121 Overall Envelope • Unconditioned (file affidavit) Front Onentation N, E, S, W or in Degrees Odeg FIELD INSPECTION ENERGY CHECKLIST OPAQUE SURFACE DETAILS INSULATION Tag/ID Assembly Type c |5 CO a uT O 2 u a u. >> = ?^ ra • CJ CC QC o 0) 3 — UJ > o cn ID — 15 2 ? X •5 c •s " C Q. ° 5- C o Is o CO n a. 21 Roof 751 (N) 0 032 R-30 4 2 1-A8 New 22 Wall 348 (E) 0 102 R-13 4 3 1-A3 New 23 Wall 201 (S) 0 102 R-13 4 3 1-A3 New 24 Wall 84 (S) 0 102 R-13 4 3 1-A3 New 25 Roof 130 (N) 0 032 R-30 4 2 1-A8 New • 26 Wall 12 (W) 0 702 R-73 4 3 1-A3 New 27 Wall 54 (S) 0 102 R-13 4 3 1-A3 New 28 Roof 64 (N) 0 032 R-30 4 2 1-A8 New 29 Wall 62 (W) 0102 R-13 4 3 1-A3 New 30 Roof 726 (N) 0 032 R-30 4 2 1-A8 New 1 See Instructions in the Nonresidential Compliance Manual, page 3-96 2 If Fail, then descnbe on Page 2 of the Inspection Checklist Form and take appropnate action to correct A fail does not meet compliance FENESTRATION SURFACE DETAILS Tag/ID Fenestration Type Area (ft') Orientation N, E, S, W Max U-Factor U-Factor Source Max (R)SHGC SHGC Source Overhang Conditions Status Pass Fail' • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 1 See Instructions in the Nonresidential Compliance Manual, page 3-96 2 If Fail then describe on Page 2 of the Inspection Checklist Form and take appropriate action to correct Verify building plans if necessary EnergyPro 5 1 by EnergySoft User Number 8477 RunCode 2012-05-17T15 10 54 ID 1237 Page 8 of 22 CERTIFICATE OF COMPLIANCE AND FIELD INSPECTION ENERGY CHECKLIST (Part 1 of 3) ENV-IC Project Name Waterstone Apartment - Leasing Office Date 5/17/2012 Project Address 2320 Via Clemente Carlsbad Climate Zone Total Cond Floor Area 2,875 Addition Floor Area n/a GENERAL INFORMATION Building Type IZl Nonresidential • High-Rise Residential • Hotel/Motel Guest Room • Schools (Public School) • Relocatable Public School Bldg JZ Conditioned Spaces • Unconditioned Spaces • Skylight Area for Large Enclosed Space > 8000 ft (If checked include the ENV-4C with submittal) Phase of Construction IZl New Construction • Addition • Alteration Approach of Compliance • Component IZ Overall Envelope • Unconditioned (file affidavit) Front Orientation N, E, S, W or in Degrees Odeg FIELD INSPECTION ENERGY CHECKLIST OPAQUE SURFACE DETAILS INSULATION Tag/IP Assembly Type 2! < c ra .<r CO a UJ" o t3 ra LL 0) ?> ra -T O CC CC k_ o z: 0) 5! = X ra UJ > X 3 UJ u. OC o i5 2 c c C Q. ° 5" -> < c o •5 at •a 3 o CO «> wt ra a. 37 Wall 72 (W) 0 102 R-13 4 3 1-A3 New 32 Roof 76 (N) 0 032 R-30 4 2 1-A8 New • • • 1 See Instructions in the Nonresidential Compliance Manual, page 3-96 2 If Fail, then describe on Page 2 of the Inspection Checklist Form and take appropriate action to correct A fail does not meel compliance FENESTRATION SURFACE DETAILS Tag/ID Fenestration Type Area (ft') Orientation N, E, S, W Max U-Factor U-Factor Source Max (R)SHGC SHGC Source Overhang Conditions Status Pass Fail' • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 1 See Instructions in the Nonresidential Compliance Manual, page 3-96 2 If Fail then describe on Page 2 of the Inspection Checklist Form and take appropriate action to correct Verify building plans if necessary EnergyPro 5 1 by EnergySoft User Number 8477 RunCode 2012-05-17715 10 54 ID 1237 Page 9 of 22 CERTIFICATE OF COMPLIANCE AND FIELD INSPECTION ENERGY CHECKLIST (Part 2 of 3) ENV-IC Project Name Waterstone Apartment Leasing Office Date 5/17/2012 ROOFING PRODUCT (COOL ROOFS) (Note if the roofing product is not CRRC certified, this compliance approach cannot be used) Go to Overall Envelope Approach or Performance Approach CHECK APPLICABLE BOX BELOW IF EXEMPT FROM THE ROOFING PRODUCT "COOL ROOF" REQUIREMENTS Pass Fail' N/A • Roofing compliance not required in Climate Zones 1 and16 with a Low-Sloped 2 12 pitch or less • • • • Roofing compliance riot required in Climate Zone 1 with a Steep-Sloped with less than 5 Ib/ft' Greater than 2 12 pilch • • • PI Low-sloped Wood framed roofs in Climate Zones 3 and 5 are exempted, solar reflectance and thermal emittance or SRI that have a U-factor of 0 039 or lower See Opaque Surface Details roof assembly, Column H of ENV-2C • • • [-. Low-sloped Metal building roofs in Climate Zone 3 and 5 are exempted, solar relectance and thermal emittance or SRI that have a U-factor of 0 048 or lower See Opaque Surface Details roof assembly below, Column H of ENV-2C • • • |-. The roof area covered by building integrated photovoltaic panels and building integrated solar thermal panels are exempted Solar reflectance and thermal emittance or SRI, see spreadsheet calculator at www enerav ca aov/title24/ • • • |-| Roof constructions that have thermal mass over the roof membrane with a weight of at least 25 Ib/ft^ are exempt from the Cool Roof critena below • • • |-| High-rise residential buildings and hotels and motels with low-sloped roofs in Climate Zones 1 through 9,12 and 16 are '-^ exempted from the low-sloped roofing criteria • • • 1 If Fail then describe on this page of the Inspection Checklist Form and take appropriate action to correct Verify building plans if necessary CRRC Product ID Number^ Roof Slope £ 2 12 > 2 12 Product Weight < SIb/ft' > 5lb/ft' Product Type' Aged Solar Reflectance' Thermal Emmitance SRI^ Pass Fail^ • • • • • • • • • • a' • • • • • • • • • • • • • • • • • • a' • • • • • • • • 1 The CRRC Product ID Number can be obtained from the Cool Roof Rating Council's Rated Product Directory at www coolroofs ora/products/search php 2 Indicate the type of product is being used for the roof top, i e single-ply roof, asphalt roof, metal roof, etc 3 If the Aged Reflectance is not available in the Cool Roof Rating Council's Rated Product Directory then use the Initial Reflectance value from the same directory and use the equation (0 2+0 7(pi„i„ai - 0 2) to obtain a calculated aged value Where p is the Initial Solar Reflectance from the Cool Roof Rating Council's Rated Product Directory 4 Check box if the Aged Reflectance is a calculated value using the equation above 5 The SRI value needs to be calculated from a spreadsheet calculator at http //www enerav ca oov/title24/ 6 If Fail then descnbe on this page of the Inspection Checklist Form and take appropnate action to correct Verify building plans if necessary To apply Liquid Field Applied Coatings, the coating must be applied across the entire roof surface and meet the dry mil thickness or coverage recommended by the coatings manufacturer and meet minimum performance requirements listed in §118(i)4 Select the applicable coating D Aluminum-Pigmented Asphalt Roof Coating • Cement-Based Roof Coating • Other Discrepancies EnergyPro 5 1 by EnergySoft User Number 8477 RunCode 2012-05-17715 10 54 ID 1237 Page 10 of 22 CERTIFICATE OF COMPLIANCE (Part 3 of 3) AND FIELD INSPECTION ENERGY CHECKLIST ENV-IC Project Name l/Vafersfone Apartment - Leasing Office Date 5/77/2072 Required Acceptance Tests Designer: This form is to be used by the designer and attached to the plans Listed below is the acceptance test for Envelope Fenestrations system The designer is required to check the acceptance tests and list all the fenestration products that require an acceptance test If all the site-built fenestration of a certain type requires a test, list the different fenestration products and the number of systems The NA7 Section in the Appendix of the Nonresidential Reference Appendices Manual descnbes the test Since this form will be part of the plans, completion of this section will allow the responsible party to budget for the scope of work appropriately Enforcement Agency: Systems Acceptance Before Occupancy Permit is granted for a newly constructed building or space or whenever new fenestration is installed m the building or space shall be certified as meeting the Acceptance Requirements The ENV-2A form is not considered a complete form and is not to be accepted by the enforcement agency unless the boxes are checked and/or filled and signed In addition, a Certificate of Acceptance forms shall be submitted to the enforcement agency that certifies plans, specifications, installation certificates, and operating and maintenance information meet the requirements of §10-103(b) of Title 24 Part 6 The field inspector must receive the properly filled out and signed forms before the building can receive final occupancy A copy of the ENV-2A for each different fenestration product line must be provided to the owner of the building for their records Test Description ENV-2A Test Performed By: Fenestration Products Name or ID Requinng Testing or Venfication Area of like Products Building Envelope Acceptance Test 34/34 674 m • • • • • • • • • • • • • • • • • • • • • • • • • EnergyPro 5 1 by EnergySoft User Number 8477 RunCode 2012-05-17X15 10 54 ID 1237 Page 11 of 22 CERTIFICATE OF COMPLIANCE and FIELD INSPECTION ENERGY CHECKLIST (Part 1 of 4) MECH-IC Project Name Waterstone Apartment Leasing Office Date 5/17/2012 Project Address 2320 Via Clemente Carlsbad Climate Zone Total Cond Floor Area 2,875 Addition Floor Area n/a GENERAL INFORMATION Building Type • Nonresidential • High-Rise Residential • Hotel/Motel Guest Room • Schools (Public School) • Relocatable Public School Bldg 121 Conditioned Spaces Unconditioned Spaces (affidavit) Phase of Construction • New Construction • Addition • Alteration Approach of Compliance • Component Overall Envelope Energy TDV • Unconditioned (file affidavit) Front Orientation N, E, S, W or in Degrees Odeg HVAC SYSTEM DETAILS FIELD INSPECTION ENERGY CHECKLIST Equipment^ Inspection Cnteria Meets Criteria or Requirements Equipment^ Inspection Cnteria Pass Fail - Describe Reason^ Item or System Tags (1 e AC-1, RTU-1, HP-1) DHW Heater • • Equipment Type^ Gas Fired DHW Boiler • • Number of Systems 2 • • Max Allowed Heating Capacity^ 125,000 Btu/hr • • Minimum Heating Efficiency^ 80% • • Max Allowed Cooling Capacity^ n/a • • Cooling Efficiency^ n/a • • Duct Location/ R-Value n/a • • When duct testing is required, submit MECH-4A & MECH-4-HERS n/a • • Economizer n/a • • Thermostat n/a • • Fan Control n/a • • Equipment^ Inspection Critena FIELD INSPECTION ENERGY CHECKLIST Equipment^ Inspection Critena Pass Fail - Describe Reason^ Item or System Tags (le AC-1, RTU-1, HP-1) First floor • • Equipment Type^ Split DX • • Number of Systems 1 • • Max Allowed Heating Capacity^ 48,000 Btu/hr • • Minimum Heating Efficiency' 8 00 HSPF • • Max Allowed Cooling Capacity' 44,000 Btu/hr • • Cooling Efficiency' 13 0 SEER/10 OEER • • Duct Location/ R-Value Attic, Ceiling Ins, vented/80 • • When duct testing is required, submit MECH-4A & MECH-4-HERS No • • Economizer No Economizer • • Thermostat Setback Required • • Fan Control Constant Volume • • 1 If the Actual installed equipment performance efficiency and capacity is less than the Proposed (from the energy compliance submittal or from the building plans) the responsible party shall resubmit energy compliance to include the new changes 2 For additional detailed discrepancy use Page 2 of the Inspection Checklist Form Compliance fails if a Fail box is checked 3 Indicate Equipment Type Gas (Pkg or. Split), VAV, HP (Pkg or split), Hydronic, PTAC, or other EnergyPro 5 1 by EnergySoft User Number 8477 RunCode 2012-05-17715 10 54 ID 1237 Page 12 of 22 CERTIFICATE OF COMPLIANCE and FIELD INSPECTION ENERGY CHECKLIST (Parti Of4) MECH-1 C Project Name Waterstone Apartment Leasing Office Date 5/17/2012 Project Address 2320 Via Clemente Carlsbad Climate Zone Total Cond Floor Area 2,875 Addition Floor Area n/a GENERAL INFORMATION Building Type • Nonresidential • High-Rise Residential • Hotel/Motel Guest Room • Schools (Public School) • Relocatable Public School Bldg • Conditioned Spaces Unconditioned Spaces (affidavit) Phase of Construction • New Construction • Addition • Alteration Approach of Compliance • Component |-| Overall Envelope Energy TDV • Unconditioned (file affidavit) Front Onentation N, E, S, W or in Degrees Odeg HVAC SYSTEM DETAILS FIELD INSPECTION ENERGY CHECKLIST Equipment' Inspection Criteria Meets Criteria or Requirements Equipment' Inspection Criteria Pass Fail - Descnbe Reason' Item or System Tags (1 e AC-1, RTU-1, HP-1) Second floor • • Equipment Type^ Spilt DX • • Number of Systems 1 • • Max Allowed Heating Capacity' 60,000 Btu/hr • • Minimum Heating Efficiency' 8 00 HSPF • • Max Allowed Cooling Capacity' 55,000 Btu/hr • • Cooling Efficiency' 13 0 SEER/ 10 0 EER • • Duct Location/ R-Value Attic, Ceiling Ins, vented/80 • • When duct testing is required, submit MECH-4A & MECH-4-HERS No • • Economizer No Economizer • • Thermostat Setback Required • • Fan Control Constant Volume • • Equipment' Inspection Cnteria FIELD INSPECTION ENERGY CHECKLIST Equipment' Inspection Cnteria Pass Fail - Descnbe Reason' Item or System Tags (le AC-1, RTU-1, HP-1) • • Equipment Type* • • Number of Systems • • Max Allowed Heating Capacity' • • Minimum Heating Efficiency' • • Max Allowed Cooling Capacity' • • Cooling Efficiency' • • Duct Location/ R-Value • • When duct testing is required, submit MECH-4A & MECH-4-HERS • • Economizer • • Thermostat • • Fan Control • • 1 If the Actual installed equipment performance efficiency and capacity is less than the Proposed (from the energy compliance submittal or from the building plans) the responsible party shall resubmit energy compliance to include the new changes 2 For additional detailed discrepancy use Page 2 of the Inspection Checklist Form Compliance fails if a Fail box is checked 3 Indicate Equipment Type Gas (Pkg or. Split), VAV, HP (Pkg or split), Hydronic, PTAC, or other EnergyPro 5 1 by EnergySoft User Number 8477 RunCode 2012-05-17715 10 54 ID 1237 Page 13 of 22 CERTIFICATE OF COMPLIANCE and FIELD INSPECTION ENERGY CHECKLIST (Part 2 of 4) MECH-IC Project Name Waterstone Apartment • Leasing Office Date 5/77/2072 Discrepancies. EnergyPro 5 1 by EnergySoft User Number 8477 RunCode 2012-05-17715 10 54 ID 1237 Paae 14 of 22 CERTIFICATE OF COMPLIANCE and FIELD INSPECTION ENERGY CHECKLIST (Part 3 of 4) MECH-1 C Project Name Waterstone Apartment - Leasing Office Date 5/17/2012 Required Acceptance Tests Designer: This form is to be used by the designer and attached to the plans Listed below are all the acceptance tests for mechanical systems The designer is required to check the applicable boxes by all acceptance tests that apply and listed all equipment that requires an acceptance test If all equipment of a certain type requires a test, list the equipment descnption and the number of systems The NA number designates the Section in the Appendix of the Nonresidential Reference Appendices Manual that descnbes the test Since this form will be part of the plans, completion of this section will allow the responsible party to budget for the scope of work appropnately Building Departments: Systems Acceptance Before occupancy permit is granted for a newly constructed building or space, or a new space-conditioning system serving a building or space is operated for normal use, all control devices sen/ing the building or space shall be certified as meeting the Acceptance Requirements for Code Compliance Systems Acceptance Before occupancy permit is granted All newly installed HVAC equipment must be tested using the Acceptance Requirements The MECH-IC form is not considered a completed form and is not to be accepted by the building department unless the correct boxes are checked The equipment requinng testing, person performing the test (Example HVAC installer, TAB contractor, controls contractor, PE in charge of project) and what Acceptance test must be conducted The following checked-off forms are required for ALL newly installed equipment In addition a Certificate of Acceptance forms shall be submitted to the building department that certifies plans, specifications, installation, certificates, and operating and maintenance information meet the requirements of §10-103(b) and Title-24 Part 6 The building inspector must receive the properly filled out and signed forms before the building can receive final occupancy TEST DESCRIPTION MECH-2A MECH-3A MECH-4A MECH-5A MECH-6A MECH-7A MECH-8A MECH-9A MECH-1 OA^ MECH-11A Equipment Requinng Testing or Verification Qty Outdoor Ventilation For VAV & CAV Constant Volume & Single-Zone Unitary Air Distnbution Ducts Economizer Controls Demand Control Ventilation DCV Supply Fan VAV Valve Leakage Test Supply Water Temp Reset Hydronic System Variable Flow Control Automatic Demand Shed Control CARRIER 25HBB3C048 7 m • • • • • • • • CARRIER 25HBB3C060 7 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • EnerqyPro 5 1 by EnergySoft User Number 8477 RunCode 2012-05-17715 10 54 ID 1237 Page 15 of 22 CERTIFICATE OF COMPLIANCE and FIELD INSPECTION ENERGY CHECKLIST (Part 4 of 4) MECH-1 C Project Name Date l/l/aferstone Apartment - Leasing Office 5/17/2012 TEST DESCRIPTION MECH-12A MECH-13A MECH-14A MECH-15A Equipment Requiring Testing Qty Fault Detection & Diagnostics for DX Units Automatic Fault Detection & Diagnostics for Air & Zone Distributed Energy Storage DX AC Systems Thermal Energy Storage (TES) Systems Test Performed By CARRIER 25HBB3C048 7 • • • • CARRIER 25HBB3C060 7 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • EnergyPro 5 1 by EnergySoft User Number 8477 RunCode 2012-05-17715 10 54 ID 1237 Page 16 of 22 AIR SYSTEM REQUIREMENTS (Part 1 of 2) MECH-2C Project Name Date Waterstone Apartment - Leasing Office 5/17/2012 Item or System Tags (le AC-1, RTU-1, HP-1) Indicate Air Systems Type (Central, Single Zone, Packag e, VAV, or etc .) Item or System Tags (le AC-1, RTU-1, HP-1) First floor Second floor Number of Systems 1 1 MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value Indicate Pai 36 Reference on Plans or Schedule and indicate the applicable exception(s) MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value T-24 Sections MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 112(a) 8 00 HSPF 8 00 HSPF MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 112(a) 13 0 SEER/10 OEER 13 0 SEER/10 OEER MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 112(b), 112(c) Yes Yes MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 112(c), 115(a) n/a n/a MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 121(b) No No MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 121(b) 203 cfm 219 cfm MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 121(c) No No MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 121(c) No No MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 122(e) Programmable Switch Programmable Switch MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 122(e) Setback Required Setback Required MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 122(f) Auto Auto MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 122(q) n/a n/a MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 123 MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 124 Attic, Ceiling Ins, vented / 8 0 Attic, Ceiling Ins, vented/80 PRESCRIPTIVE MEASURES Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing If Yes, a MECH-4-A must be submitted 144(a& b) n/a n/a Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing If Yes, a MECH-4-A must be submitted 144(a&b) 36,719 Btu/hr 45,899 Btu/hr Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing If Yes, a MECH-4-A must be submitted 144(a& b) n/a n/a Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing If Yes, a MECH-4-A must be submitted 144(a&b) 34,988 Btu/hr 42,381 Btu/hr Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing If Yes, a MECH-4-A must be submitted 144(c) Constant Volume Constant Volume Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing If Yes, a MECH-4-A must be submitted 144(c) Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing If Yes, a MECH-4-A must be submitted 144(c) No No Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing If Yes, a MECH-4-A must be submitted 144(d) No No Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing If Yes, a MECH-4-A must be submitted 144(e) No Economizer No Economizer Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing If Yes, a MECH-4-A must be submitted 144(f) Constant Temp Constant Temp Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing If Yes, a MECH-4-A must be submitted 144(f) Constant Temp Constant Temp Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing If Yes, a MECH-4-A must be submitted 144(Q) Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing If Yes, a MECH-4-A must be submitted 144(1) Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing If Yes, a MECH-4-A must be submitted 144(k) No No 1 Total installed capacity (MBtu/hr) of all electric heat on this project exclusive of electric auxiliary heat for heat pumps If electric heat is used explain which exception(s) to §144(g) apply EnergyPro 5 1 by EnergySoft User Number 8477 RunCode 2012-05-17715 10 54 ID 1237 Page 17 of 22 WATER SIDE SYSTEM REQUIREMENTS (Part 2 of 2) MECH-2C Project Name Date lA/afersfone Apartment - Leasing Office 5/77/2072 Item or System Tags (I e AC-1, RTU-1, HP-1)' Number of Systems MANDATORY MEASURES Equipment Efficiency Pipe Insulation PRESCRIPTIVE MEASURES Cooling Tower Fan Controls Cooling Tower Flow Controls Variable Flow System Design Chiller and Boiler Isolation CHW and HHW Reset Controls WLHP Isolation Valves VSD on CHW, CW & WLHP Pumps>5HP DP Sensor Location WATER' SIDE SYSTEMS Chillers, Towers, Boilers, Hydronic Loops Indicate Page Reference on Plans or Specification' T-24 Sections 112(a) 123 144(a&b) 144(h) 144(h) 144(1) 144(j) 144(1) 144(j) 144(1) 1 The proposed equipment need to match the building plans schedule or specifications If a requirement is not applicable, put "N/A" in the column next to applicable section 2 For each chiller, cooling lower, boiler, and hydronic loop (or groups of similar equipment) fill in the reference to sheet number and/or specification section and paragraph number where Ihe required features are documented If a requirement is not applicable, put "N/A" in the column next to applicable section Service Hot Water, Pool Heating Item or System Tags (le WH-1,WHP, DHW, etc )' DHW Heater Number of Systems 2 Indicate Page Reference on Plans or Schedule' MANDATORY MEASURES T-24 Sections SERVICE HOT WATER Certified Water Heater 111, 113(a) idford-White Corp D-75T125 Water Heater Efficiency 113(b) 80% Service Water Heating Installation 113(c) Controls Req Pipe Insulation 123 Required POOL AND SPA Pool and Spa Efficiency and Control 114(a) n/a Pool and Spa Installation 114(b) n/a Pool Heater - No Pilot Light 115(c) n/a Spa Heater - No Pilot Light 115(d) n/a Pipe Insulation 123 n/a 1 The Proposed equipment needs to match the building plans schedule or specifications If a requirement is not applicable, put "N/A" in the column next to applicable section 2 For each water heater, pool heater and domestic water loop (or groups of similar equipment) fill in the reference to sheet number and/or specification section and paragraph number where the required features are documented If a requirement is not applicable, put "N/A" in the column EnergyPro 5 1 by EnergySoft User Number 8477 RunCode 2012-05-17715 10 54 ID 1237 Page 18 of 22 MECHANICAL VENTILATION AND REHEAT MECH-3C Project Name Waterstone Apartment - Leasing Office Date 5/17/2012 MECHANICAL VENTILATION (§121(b)2) REHEAT LIMITATION (§144(d)) AREA BASIS OCCUPANCY BASIS VAV MINIMUM A B C D E F G H 1 J K L M N Zone/System Condition Area (ft') CFM per ft' Mm CFM By Area BXC Number Of People CFM per Person Mm CFM by Occupant EXF REQ'D V A Max of D orG Design Ventilation Air CFM 50% of Design Zone Supply CFM BX04 CFM / ft' Max of Columns H, J, K, 300 CFM Design Minimum Air Setpoint Transfer Air gym 7,097 0 15 764 764 764 hall 704 0 15 76 76 76 restrooms 760 0 15 24 24 24 First floor Total 203 203 maintenance 90 0 15 74 74 74 packages 80 0 15 72 72 72 office2 130 0 15 20 20 20 sales 751 015 773 7 73 7 73 office 7 143 0 15 27 27 27 toilet 64 0 15 70 70 70 breakroom 126 0 15 79 79 79 hall 76 0 15 77 77 77 Second floor Total 279 279 Totals Column 1 Total Design Ventilation Air C Minimum ventilation rate per Section §121, Table 121-A E Based on fixed seat or the greater of the expected number of occupants and 50% of the CBC occupant load for egress purposes for spaces without fixed seating H Required Ventilation Air (REQ'D V A ) is the larger of the ventilation rates calculated on an AREA BASIS or QCCUPANCY BASIS (Column D or G) 1 Must be greater than or equal to H, or use Transfer Air (column N) to make up the difference J Design fan supply CFM (Fan CFM) x 50%, or the design zone outdoor airflow rate per §121 K Condition area (ft^) x 0 4 CFM / ft^ or L Maximum of Columns H, J, K, or 300 CFM M This must be less than or equal to Column L and greater than or equal to the sum of Columns H plus N N Transfer Air must be provided where the Required Ventilation Air (Column H) is greater than the Design Minimum Air (Column M) Where required, transfer air must be greater than or equal to the difference between the Required Ventilation Air (Column H) and the Desiqn Minimum Air (Column M), Column H minus M EnergyPro 5 1 by EnergySoft User Number 8477 RunCode 2012-05-17715 10 54 ID 1237 Page 19 of 22 MECHANICAL EQUIPMENT DETAILS (Part 1 of 2) MECH-5C Project Name Waterstone Apartment - Leasing Office Date 5/77/2072 CHILLER AND TOWER SUMMARY PUMPS Equipment Name Type Qty Efficiency Tons Qty GPM BHP Pump Control DHW / BOILER SUMMARY System Name Type Distribution Qty Rated Input Vol (Gals) Energy Factor or RE Standby Loss or Pilot Tank Ext R-Value Status Bradford-White Corp 0-757725"' Large Gas No Pipe Insulation 2 125,000 75 0 80 2 55% n/a New MULTI-FAMILY CENTRAL WATER HEATING DETAILS Hot Water Pump Hot Water Piping Length (ft) Control Qty HP Type In Plenum Outside Buried Add Vi" Insulation • • • CENTRAL SYSTEM RATINGS HEATING COOUNG System Name Type Qty Output Aux kW Efficiency Output Efficiency Status CARRIER 25HBB3C048 Spilt DX 7 48,000 00 8 00 HSPF 44,000 13 0 SEER/IOO EER New CARRIER 25HBB3C060 Spilt DX 7 60,000 00 8 00 HSPF 55,000 13 0 SEER/10 OEER New CENTRAL SYSTEM FAN SUMMARY SUPPLY FAN RETURN FAN System Name Fan Type Economizer Type CFM BHP CFM BHP CARRIER 25HBB3C048 Constant Volume No Economizer 7,600 0 75 none CARRIER 25HBB3C060 Constant Volume No Economizer 2,000 0 75 none EnergyPro 5 1 by EnergySoft User Number 8477 RunCode 2012-05-17715 10 54 ID 1237 Paqe 20 of 22 ENVELOPE MANDATORY MEASURES: NONRESIDENTIAL ENV-MM Project Name Waterstone Apartment - Leasing Office Date 5/17/2012 DESCRIPTION Building Envelope Measures: 6118(a) Installed insulating matenal shall have been certified by the manufacturer to comply with the California Ouality ^ * ' Standards for insulating matenal. Title 20 Chapter 4, Article 3 Kiift^ ^ 'isulating Materials shall be installed in compliance with the flame spread rating and smoke density requirements of ^ Sections 2602 and 707 of Title 24, Part 2 §118(f) opaque portions of framed demising walls in nonresidential buildings shall have insulation with an installed R-value ^ ^' of no less than R-13 between framing members 6117(a) ^" Joints and openings in the building that are observable sources of air leakage shall be caulked, gasketed, ^ * ' weatherstripped or othenwise sealed Manufactured fenestration products and extenor doors shall have air infiltration rates not exceeding 0 3 cfm/ft ^ of §116(a) 1 window area, 0 3 cfm/ft ^ of door area for residential doors, 0 3 cfm/ft ^ of door area for nonresidential single doors (swinging and sliding), and 1 0 cfm/ft ^ for nonresidential double doors (swinging) §116(a) 2 Fenestration U-factor shall be rated in accordance with NFRC 100, or the applicable default U-factor §116(a) 3 Fenestration SHGC shall be rated in accordance with NFRC 200, or NFRC 100 for site-built fenestration, or the applicable default SHGC §116(b) Constructed Doors, Windows and Skylights shall be caulked between the unit and the building, and shall be ^ ^ ' weatherstnpped (except for unframed glass doors and fire doors) EnergyPro 5 1 by EnergySoft User Number 8477 RunCode 2012-05-17715 10 54 ID 1237 Page 27 of 22 MECHANICAL MANDATORY MEASURES: NONRESIDENTIAL MECH-MM Project Name Waterstone Apartment - Leasing Office Date 5/77/2072 Equipment and System Efficiencies §111 Any appliance for which there is a California standard established in the Appliance Efficiency Regulations will comply with the applicable standard §115(a) Fan type central furnaces shall not have a pilot light §123 Piping, except that conveying fluids at temperatures between 60 and 105 degrees Fahrenheit, or within HVAC equipment, shall be insulated in accordance with Standards Section 123 §124 Air handling duct systems shall be installed and insulated in compliance with Sections 601, 602, 603, 604, and 605 of the CMC Standards Controls §122(e) Each space conditioning system shall be installed with one of the following IA Each space conditioning system serving building types such as offices and manufacturing facilities (and all others not explicitly exempt from the requirements of Section 112 (d)) shall be installed with an automatic time switch with an accessible manual overnde that allows operation of the system dunng off-hours for up to 4 hours The time switch shall be capable of programming different schedules for weekdays and weekends and have program backup capabilities that prevent the loss of the device's program and time setting for at least 10 hours if power is interrupted, or IB An occupancy sensor to control the operating period of the system, or IC A 4-hour timer that can be manually operated to control the operating period of the system 2 Each space conditioning system shall be installed with controls that temporanly restart and temporarily operate the system as required to maintain a setback heating and/or a setup cooling thermostat setpoint §122(g) Each space conditioning system serving multiple zones with a combined conditioned floor area more than 25,000 square feet shall be provided with isolation zones Each zone shall not exceed 25,000 square feet, shall be provided with isolation devices, such as valves or dampers that allow the supply of heating or cooling to be setback or shut off independently of other isolation areas, and shall be controlled by a time control device as descnbed above §122(c) Thermostats shall have numenc setpoints in degrees Fahrenheit (F) and adjustable setpoint stops accessible only to authonzed personnel §122(b) Heat pumps shall be installed with controls to prevent electric resistance supplementary heater operation when the heating load can be met by the heat pump alone §122(a&b) Each space conditioning system shall be controlled by an individual thermostat that responds to temperature within the zone Where used to control heating, the control shall be adjustable down to 55 degrees F or lower For cooling, the control shall be adjustable up to 85 degrees F or higher Where used for both heating and cooling, the control shall be capable of providing a deadband of at least 5 degrees F within which the supply of heating and cooling is shut off or reduced to a minimum Ventilation §121(e) Controls shall be provided to allow outside air dampers or devices to be operated at the ventilation rates as specified on these plans §122(f) All gravity ventilating systems shall be provided with automatic or readily accessible manually operated dampers in all openings to the outside, except for combustion air openings §121(f) Ventilation System Acceptance Before an occupancy permit is granted for a newly constructed building or space, or a new ventilating system serving a building or space is operated for normal use, all ventilation systems serving the building or space shall be certified as meeting the Acceptance Requirements for Code Compliance Service Water Heating Systems §113(c) Installation 3 Temperature controls for public lavatones The controls shall limit the outlet Temperature to 110° F 2 Circulating service water-heating systems shall have a control capable of automatically turning off the circulating pump when hot water is not required EnerqyPro 5 1 by EnergySoft User Number 8477 RunCode 2012-05-17715 10 54 ID 1237 Page 22 of 22 ^ CITY OF CARLSBAD CERTIFICATION OF SCHOOL FEES PAID B-34 Development Services Building Department 1635 Faraday Avenue 760-602-2719 www carlsbadca gov This form must be completed by the City, the applicant, and the appropriate school districts and returned to the City prior to issuing a building permit The City will not issue any building permit without a completed school fee form Project Name Building Permit Plan Check Number Project Address APN Project Applicant (Owner Name) Project Descnption Building Type Residential Second Dwelling Unit Residential Additions EAVES (3). CARLSBAD Proiect ID CT/MS CB121333 2262 AVENIDA MAGNIFICA 167-250-38-00 AVALON BAY COMMUNITIES NEW LEASING OFFICE/FITNESS BUILDING NEW DWELLING UNIT(S) Square Feet of Living Area in New Dwelling/s Square Feet of Living Area in SDU Net Square Feet New Area Commercial/industnal Net Square Feet New Area 3,000 SF City Certification of ±/? Applicant \niomat\ofyfyyi/'^>i^ ZAltfO^U-^ Date 12/21/2012 SCHOOL DISTRICTS WITHIN THE CITY OF CARLSBAD 1^ Carlsbad Unified School Distnct 6225 El Camino Real Carlsbad CA 92009 (760-331-5000) r~l Vista Unified School District 1234 Arcadia Dnve VistaCA 92083 (760-726-2170) 1 1 San Marcos Unified School Distnct 255 Pico Ave Ste 100 San Marcos, CA 92069 (760-290-2649) Contact Nancy Dolce (By Appt Only) 1 1 Encmitas Union School District 101 South Rancho Santa Fe Rd Encmitas, CA 92024 (760-944-4300 x1166) 1 1 San Dieguito Union High School Distnct-By Appointment Only 710 Encmitas Blvd Enanitas, CA 92024 (760-753-6491) Certification of Applicant/Owners The person executing this declaration ("Owner") certifies under penalty of perjury that (1) the information proy will file an amended ceri of dwelling units or i footage is found to b6 mcorrej that the person exe Signature B-34 above is correct and true to the best of the Owner's knowledge, and that the Owner of payment and pay the additional fee if Owner requests an increase in the number ge after the building permit is issued or if the initial determination of units or square and that (2) the Owner is the owner/developer ofthe above descnbed project(s), or ation is authorized to sign on behalf of the Owner Date J;.l^^ Page 1 of 2 Rev 03/09 DEC-05-2005 HON 10:06 AM CITY OF CARSLBAD FAX NO. 760 602 8558 P. 01 SCHOOL DISTRICT SCHOOL FEE CERTIFICATION (To be completed by the school dlstnct(s)) THIS FORM INDICATES THAT THE SCHOOL DISTRICT REQUIREMENTS FOR THE PROJECT HAVE BEEN OR WILL BE SATISFIED SCHOOL DISTRICT: The undersigned, being duly authorized by the applicable School District, certifies that the developer, builder, or owner has satisfied the obligation for school facilities This is to certify tha* the applicant listed on page 1 has paid all amounts or completed other applicable school mitigation determined by the School District. The City may issue building pennits for this project SIGNATURE OF AUTHORIZED SCHOOL DISTRICT OFFICIAL CAHLBBAUUNIHhU'SCHOI NAME OF SCHOOL DISTRICT 6225 EL CAMINO REAL rARi<;RAn,rA920Q9 iDlSTRigf—— ^^^^ ^-^3^(3 PHONE NUMBER ^ ^^^O d Revised 4/20/00 j^yalonBay Communities, Inc. CARLSBAD UNIFIED SCHOOL CARUN 4-10-13 041013 EAVES CARLSBAD CHECK DATE 4-11-13 CHECK NUMBER 5633 •'•?,f^l'IN'>0ICE;AM0pNT7li{; 1530.00 TOTAL > 1530.00 ,00 .00 1530 00 1530.00 PLEASE DETACH AND RETAIN FOR YOUR RECORDS ^-•atrtx'cjn ^«<8»iX''n'>x-'%"-'X«')>' x«.i;-"y'-tftBiXi«'(S"' THE FACE OF THIS DOCUMENT HAS A COLORED BACKGROUND ON WHITE PAPER »'X"1>»?(''€''>:X:-'^'M f AvalonBdy Communities, Inc. P , .. ,^ >. ^ ^ . . . , \ : Capital Expenditufe^Pisburserrient '-Vi,'; • r'>' \ ' > ^^296rSabfeStreet,'SmteJ'0d: 'VA:', Vf'-i-'''''" - ' >" Virginia Beach, VA 23452 : , , - . *' .j' 877-282-6246^.'r'6p':P'-^. ' ' i'-M-^"''v*'^^V.'DATE ' ' / . _ ,V-;'K;''''"s'; ' ^ April 11; 2013 •' thousand five'hundred-thirty ddilafsah^ ho cents' - CARLSBAD UNIFIED SCHOOL-'•'• .''•.'if-, ^>^';,,?"t'' : . ' •-r K; '/Itf'"T^K'^ )REAL...V'\^:'^^;4^*,-j^^ ' p ' Bank of America Atlanta, Dekalb County,, GA CHECK NO - 5633 , (64-1278 ' 611 AMOUNT '~ *$1,530 00 PAY Inn^l^c ' .DIStRICt ""^'T. V 6225 WL CAMINO Authonzed Sii / ' ' ; CARLSBAD, CA 92009~^' Ipp C P matu e Kequ ii'OOOQ0 5E>3 3ii' iIOElUETflfii: SET HiO • EOa"' AVIARA OAKS ELEMENTARY AVIARA OAKS MIDDLE I [BUENA VISTA ELEMENTARY I I CALAVERA HILLS ELEMENTARY r~~) H/LLS M/DDtE I \ CARLSBAD HIGH [^CARLSBAD UNIFIED SCHOOL DISTRICT \ j PACIFIC RIM ELEMENTARY p . |. . I \CARLSBAD VILLAGE ACADEMY \ \POINSETTIA ELEMENTARY HeCSipt NO I \HOPEELEMENTARY \ \PRESCHOOL R R fl fil r~]JEFFERSON ELEMENTARY \ \SAGE CREEK HIGH O O U U O I I KELLY ELEMENTARY Q VALLEY MIDDLE I I MAGNOLIA ELEMENTARY \^ OTHER _ RECEIVED FROM (If Applicable) PARENT OF y\/&liiJ^ k\£UA^ j-^ic/:^ DATE PAYMENT FOR ACCOUNT NUMBER AMOUNT $ .1; P.A) $ RECEIVED BY ( yi ycJ^'i^ CASH CHECK* .fl9*^3 TOTAL $ l^30 -COl ^ PLUMBING, Development Services <g€^ ELECTRICAL, Building Division ^ CITY OF MECHANICAL I635 Faraday Avenue ^ Am cn Ar\ WORKSHEET 76O602-2719 L.AKL5DAU B_18 www carlsbadca gov Project Address: Permit No.: Information provided below refers to worb being done on the above mentioned permrt only This form must be completed and returned to the Buildinq Division before the permit can be issued. Building Dept. Fax- (760) 602-8558 Number of new or relocated fixtures, traps, or floor drains ^ New building sewer line? Ves /\ No Number of new roof drains? O Install/alter water line? "^I^S I Number of new water heaters? Z. Number of new, relocated or replaced gas outlets? ^ Number of new hose bibs? 4- Residential Pemiits: New/expanded service: Number of new amps: Minor Remodel on/y: Ves No CommeKlal/lndustrial: Tenant Improyement: Number of existing amps involvedin this project: Number of new amps involvedin this project: ^/SO New Construction: Amps per Panel: Single Phase Number of new amperes Three Phase Number of new amperes ^/^O Three Phase 480 Number of new amperes Number of new furnaces, A/C, or heat pumps? ^ New or relocated duct work? Ves ^ No Number of new fireplaces? Q Number of new exhaust fans? ^ Relocate/install vent? Number of new exhaust hoods? „ O Number of new boilers or compressors? Number of HP d> B-18 Page 1 of 1 Rev 03/09 INDUSTRIAL WASTEWATER DISCHARGE PERMIT SCREENING SURVEY Date^> <.-5- (•?_ Business Name As-^/^>s<^-^t>J '^>A*--C '^^^^^^i=^=^f^\x\'«-^\&'S Street Address '"Sg^ Email Address A-j,y^i, m n •W^\07i(__ Cv^W./ <^ ;^.M.^CeQv<tV>a^ PLEASE CHECK HERE IF YOUR BUSINESS IS EXEMPT (ON REVERSE SIDE CHECK TYPE OF BUSINESS) Check all below that are present at your facility 7Q Acid Cleaning Ink Manufactunng Nutntional Supplement/ Assembly Laboratory Vitamin Manufactunng Automotive Repair Machining/Milling Painting / Finishing Battery Manufactunng Manufactunng Paint Manufactunng Biofuel Manufacturing Membrane Manufactunng Personal Care Products Biotech Laboratory (i e water filter membranes) Manufactunng Bulk Chemical Storage Metal Casting / Forming Pesticide Manufactunng / Car Wash Metal Fabncation Packaging Chemical Manufactunng Metal Finishing Pharmaceutical Manufactunng Chemical Purification Electroplating (including precursors) Dry Cleaning Electroless plating Porcelain Enameling Electncal Component Anodizing Power Generation Manufactunng Coating (i e phosphating) Pnnt Shop Fertilizer Manufactunng Chemical Etching / Milling Research and Development Film / X-ray Processing Pnnted Circuit Board Rubber Manufactunng Food Processing Manufactunng Semiconductor Manufactunng Glass Manufactunng Metal Powders Forming Soap / Detergent Manufactunng Industnal Laundry Waste Treatment / Storage SIC Code(s) (if known) Bnef descnption of business activities (Production / Manufactunng Operations) Descnption of operations generating wastewater (discharged to sewer, hauled or evaporated) Estimated volume of industrial wastewater to be discharged (gal / day) List hazardous wastes generated (type/volume) Date operation began/or wiH begin at this location Have you applted for a Vvastewater Discharge Permit from the Encina Wastewater Authonty'? Yes / [^P It^s, when Site Co/tact ^cW^f^tg'^ c^y\<ZL'irt^f*'if^>-'^ Title ^a>jgcio,>.-c€rg::rf-t .Phone No f^^^X'SO^^'z.^^ Signatt ENCINA WASTEWATER AUTHORITY, 6200 Avenida Encinas Carlsbad, CA 92011 (760)438-3941 FAX (760)476-9852 PROJECT NUMBER CARLSBAD FIRE DEPARTMENT EXPEDITED PLAN CHECK REQUEST I, ^f^. ^"""^'"'^ am requesting 'Expedited Plan Checic Services' and understand I will be levied an additional fee assessed at the rate of $90.00 dollars per hour plus $25.00 dollars administration fee I understand that my plans shall not be released until all fees are paid I, ^^^^ v°"rName applicant, am solely responsible for all fees due should the project be withdrawn or otherwise not completed And by signing below I acknowledge that my plans shall be forwarded by the City of Carisbad to an independent contractor/consultant I Your Name I, A'^g— acknowledge that the 'first review' time for all expedited Fire plan reviews will be ten- (10) business days from date of submittal. These additional day account for acceptance and delivery of your plans and then the parcel return to our office if recommended for approval. I Your Name I, vi;s^ the applicant, acknowledges that corrected or revised plans shall be sent directiv to the plan checker, at the address specified on the Correction List, at my cost, parcel post or other means. I, V.'^^— your Name Bcknowledge that a turn-around time for re-submittals is five- (5) business days from the date plans are received at the address specified by the plan checker on the Correction List. Once all corrections are made, your plans are then returned to the Carlsbad Fire Department with a "Recommendation for Approval" based solely on the adopted Codes and Standards This is not an approval. Your plans are then forwarded to the Carlsbad Fire Department, and once your plans are received by our office they are subject to an additional review to ensure conformance with Carlsbad Municipal Code. This additional review is subject to an additional review period of seven- (7) days from date that we receive the plans from the plan reviewer. The Carlsbad Fire Department does not perform 'Over-the-counter' plan review services. Plans submitted to the Carlsbad Fire Department for review by CFD staff shall be checked on a 'first come, first served' basis and could take 10 days or more for 'pfsfJe^\e\N NO PLEASE CIRCLE YOUR SELECTION ApplicantSignature^^—-"M^yk^—' Date ^'Vh^KT- Copy to Building and Fire Prevention^ie / Revised 06/13/2011 SAN DIEGO REGIONAL HAZARDOUS MATERIALS QUESTIONNAIRE OFFICE USE ONLY UPFP# HV# BP DATE / / Business Name Business Contact Telephone # ( ^ Project Address City state Zip Code APN# Mailing Address City State Zip Code Plan File# Project Contact Telephone # (q(i.oi ^q-s^ r "7 r>e? i The followmg questions represent the facility's activities, NOT the specific project description PART I FIRE DEPARTMENT - HAZARDOUS MATERIALS DIVISION OCCUPANCY CLASSIFICATION Indicate by arcling the item, wtiether your business will use, process, or store any of the following hazardous matenals If any of the items are circled, applicant must contact the Fire Protection Agency with junsdiction pnor to plan submittal Facili^'s Square Footage (including proposed project) Occupancy Rating 1 Explosive or Blasting Agents 5 Organic Peroxides 9 Water Reactives 13 Corrosives 2 Compressed Gases 6 Oxidizers 10 Cryogenics 14 Other Health Hazards 3 Flammable/Combustible Liquids 7 Pyrophoncs 11 Highly Toxic or Toxic Matenals 15 None of These 4 Flammable Solids 8 Unstable Reactives 12 Radioactives PART n SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH - HAZARDOUS MATERIALS DIVISIONS (HMD) If the answer to any of the questions is yes, applicant must contact the County of San Diego Hazardous Matenals Division, 5500 Overland Ave , Suite 110, San Diego, CA 92123 Call (858) 505-6700 pnor to the issuance of a building pennit FEES ARE REQUIRED Project Completion Date / / Expected Date of Occupancy / / Date Initials • CalARP Required I Date Initials (for new construction or remodeling projects) Is your business listed on the reverse side of this form' (check all that apply) Will your business dispose of Hazardous Substances or Medical Waste in any amount' Will your business store or handle Hazardous Substances in quantities equal to or greater than 55 gallons, 500 pounds 200 cubic feet, or carcinogens/reproductive toxins in any quantity' Will your business use an existing or install an underground storage tank' V\/ill your business store or handle Regulated Substances (CalARP)' Will your business use or install a Hazardous Waste Tank System (Title 22, Article 10)' Will your business store petroleum in tanks or containers at your facility with a total storage capacity equal to or greater than 1,320 gallons' (California's Aboveground Petroleum Storage Act) PART III SAN DIEGO COUNTY AIR POLLUTION CONTROL DISTRICT If the answer to any of the questions below is yes, applicant must contact the Air Pollution Control Distnct (APCD), 10124 Old Grove Road, San Diego, CA 92131-1649, telephone (858) 586-2600 pnor to the issuance of a building or demolition penmit Note if the answer to questions 4 or 5 is yes, applicant must also submit an asbestos notification form to the APCD at least 10 working days pnor to commencing demolition or renovation, except demolition or renovation of residential structures of four units or less Contact the APCD for more information YES NO 1 • m 2 • El 3 • [? 4 • a 5 • 6 • B 7 • • CalARP Exempt / • CalARP Complete I Date Initials 1 YES • • • • • Will the subject facility or construction activities include operations or equipment that emit or are capable of emitting an air contaminant' (See the APCD factsheet at http //www sdapcd org/info/facts/penmits pdf. and the list of typical equipment requinng an APCD permit on the reverse side of this from Contact APCD if you have any questions) (ANSWER ONLY IF QUESTION 1 IS YES) Will the subject faality be located within 1.000 feet of the outer boundary of a school (K through 12)' (Search the Califomia School Directory at http //www cde ca qov/re/sd/ for public and pnvate schools or contact the appropnate school distnct) Has a survey been perfonned to detennine the presence of Asbestgs^ntaining Matenals' Will there be renovation that involves handling of any fnable ajb6stos /latenals, or disturbing any matenal that contains non-fnable asbestos' Will there be demolition involving the removal of a load suofrarting stjwctural member' Bnefly descnbe business activities I declare under penalty of perjury that to the best of my knowledge and belief Name of Owner or Authonzed Agent refly descnbe proposed project LJ^S.€.VV«,C» C3:«S6=\<=^<S ^<-T«€^« sponses made herein are true and correct Owner or Authonzed Agent Date FIRE DEPARTMENT OCCUPANCY CLASSIFICATION . BY FOR OFFICIAL USE ONLY DATE EXEMPT OR NO FURTHER INFORMATION REQUIRED RELEASED FOR BUILDING PERMIT BUT NOT FOR OCCUPANCY RELEASED FOR OCCUPANCY COUNTY-HMD* APCD COUNTY-HMD APCD COUNTY-HMD APCD *A stamp in this box only exempts businesses from completing or updating a Hazardous Matenals Business Plan Other permitting requirements may still apply HM-9171 (02/11) County of San Diego - DEH - Hazardous Matenals Division 2262 AVENllDA:MAGNlFlCA:MfifISe/ - ' < • I 1 DESIGN DATA DE BAD, iOFNO ITY, ^CILITIES ? ON THE IDER USE ZONE: OCCUPANCY GROUP: CONSTRUCTION TYPE: HEIGHT BUILDING USE: CODE DATA P-C RMH 21 OCC 1ST FLOOR B 29 OCC 2N FLOOR V-B NON SPRINKLERED 24' 2-STORY LEASING OFFICES WITH FITNESS AREA 2010 CALIFORNIA ADMINISTRATIVE CODE (CAC) PART 1, TITLE 24, CAUFORNIA CODE OF REGULATIONS (CCR) 2010 CALIFORNIA BUILDING CODE (CBC), VOLUMES 1 AND 2 PART 2, TITLE 24, CALIFORNIA CODE OF REGULATIONS (CCR) BASED ON THE 2009 INTERNATIONAL BUILDING CODE (IBC) WITH 2010 AMENDMENTS " ° ' ' 2010 CALIFORNIA ELECTRICAL CODE (CEC) PART 3, TITLE 24, CALIFORNIA CODE OF REGULATIONS (CCR) BASED ON THE 2008 NATIONAL ELECTRICAL CODE (NEC) WITH 2010 AMENDMENTS 2010 CAUFORNIA MECHANICAL CODE (CMC) PART 4, TITLE 24, CALIFORNIA CODE OF REGULATIONS (CCR) BASED ON THE 2009 UNIFORM MECHANICAL CODE (UMC) WITH 2010 AMENDMENTS 2010 CALIFORNIA PLUMBING CODE (CPC PART 5, TITLE 24, CALIFORNIA CODE OF REGULATIONS (CCR) BASED ON THE 2009 UNIFORM PLUMBING CODE (UMC) WITH 2010 AMENDMENTS 2010 CALIFORNIA ENERGY CODE 2010 CALIFORNIA FIRE CODE (CFC) PART 9, TITLE 24, CALIFORNIA CODE OF REGULATIONS (CCR) BASED ON THE 2009 INTERNATIONAL FIRE CODE (IFC) WITH 2010 AMENDMENTS COUNTY OF SAN DIEGO PLANRtVltNM I / J y^"--^— ?:rrnpJOB SITE DURING CONO DEFERRED SUBMITTALS ARCHITECT: harvey squire 3973 CAMINIl SAN DIEGO, ( 92122 (858) 450-929: e-mail: horve STRUCTURAL EDMOND BAE 635 WEST BRC GLENDALE, C CONTACT: E[ (818) 234-140C e-mail: ecl@e MEP: FARD ENGINE 3550 CAMINC SAN DIEGO, C (619)235-0022 CIVIL: CHRISTENSEN 7888 SILVERTC SAN DIEGO, C CONTACT: TC ceands@aol.( 858) 271-9901 LANDSCAPE: TOPIA 9444 WAPLES SAN DIEGO, C (858) 458-055.' (858) 458-055^ CONTACT: FR, frank@topialc SOILS REPORT GEOTECHNIC EGA CONSUL 375-C SAN Ml COSTA MESA, (949) 852-499S NOTES CB121333 2262 AVENIDA MAGNinCA EAVES AT CARLSBAD ncnn CYiQTiMH Pnni qTRUCTDRF AND BUILD NEW rtfwe «.€«^ 'S^cL.**^ c^^mo^*-^vs TO 0u->^v..>e-^ '0^ IZ^ \7hl\t- Uue^Hff^JB aiyX^ ^36T-6 •5^i^5>^e^(5i'^^ N^e^ rz> U<pf^rcf B6Jpt 'IHIIB 6eAT ^>eT ^UJ> 6UP.5H:ee;ri> BA^lii- -tD Final Imp BUILDING PLANNING ENGINEERING FIRE Expedite? Date By 4i 13, AFS Checked by HazMat APCD Health £>efu^ Forms/Fees Sent Reed Due? Encina Fire HazHealthAPCD PE&M School jjfe. Sewer Stormwater Special Inspection CFD Y LandUse 17- 3.1 ll. By PFF Density ImpArea FY Annex Factor Comments Date Date Date Date Building ?/2>ill2.. Planning Engineenng Fire Need? -^^f^one 7 • Done I^TtiOiut ti'er owe. QLoone • Done 3Di "^ssued s 05-16-2013 City of Carlsbad 1635 Faraday Av Carlsbad.CA 92008 Plan Check Revision Permit No PCR13067 Building Inspection Request Line (760) 602-2725 Job Address Permit Type Parcel No Valuation Reference # PC# Project Title 2262 AVENIDA MAGNIFICA CBAD PCR 1672503800 Lot# $0 00 Construction Type 5B CB121333 EAVES AT CARLSBAD-REVISIONS TO RAMP, SHEAR WALL AT NORTH SIDE OF BUILDING & Status Applied Entered By Plan Approved Issued Inspect Area Applicant HARVEY CHRISTENSEN 37973 CAMINITO AMPARO SAN DIEGO CA 92122 858 450-9292 Owner AVALON II CALIF VALUE III L P 4440 VON KARMAN AVE NEWPORT BEACH CA 92660 ISSUED 05/10/2013 RMA 05/16/2013 05/16/2013 Plan Check Revision Fee Fire Expedited Plan Review/ Additional Fees $299 00 $0 00 $0 00 Total Fees $299 00 Total Payments To Date $299 00 Balance Due $0 00 Inspector FINAL APPROVAL Date Clearance NOTICE Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions" 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 mformation 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 vou have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired CITY OF CARLSBAD PLAN CHECK REVISION APPLICATION B-15 Development Services Building Division 1635 Faraday Avenue 760-602-2719 www carlsbadca gov Plan Check Revision No. ^ C/^ I^ ^ (p Ongtn^\ Plan Check No \^ t??5>^ Project Address ^"ZGz /^>^\g^^v^^ H-J^cyt-AL^F-^cs.^ Date ^-\0" j,^ ContactVV.gx^rr gs^tACfar^^^s^^J Ph ^S«S'4'^<^ ^'^<^^ Fax Email IflQV*^^*^ <S Wee-^Ook- <Zc?UA Contact Address -^l^t? ^Si6>.H^t^4•<-t o AwN<4;>z>.g.o City f^,^ ptye^^ Zip '^'Z.t^g. General Scope of Work /S>.eic-gissvt^\c<.'^'< ^ •^T'^Cxz^roC^w <Rg><fS>vowJt3 Original plans prepared by an architect or engineer, revisions must be signed & stamped by that person. 1 • Elements revised [Zl P'ans S Calculations • Soils • Energy • Other 2. Describe revisions in detail 3. List page(s) where each revision is shown 4. List revised sheets that replace existing sheets 5. Does this revision, in any way, alter the exterior of the project? 0 Yes 6. Does this revision add ANY new floor area(s)? • Yes 0 No 7. Does this revision affect any fire related issues? y'Lj/Yes 0 No 8. Is this a complete set? 0 Yes • No ^Signature • No 1635 Faraday Avenue, Carlsbad, CA 92008 Pti 760-602- 2719 £ax 760-602-8558 Email buiiding@carlsbadca gov www.carlsbadca.gov EsGll Corporation In iPartnerskip wttH government for (BuiUtng Safety DATE MAY 14, 2013 • APPLICANT ^JURIS JURISDICTION CARLSBAD • PLAN REVIEWER • FILE PLAN CHECK NO 12-1333 (REV. #1) - NEW PCR #13-067 SET I PROJECT ADDRESS 2262 AVENIDA MAGNIFICA PROJECT NAME EAVES AT CARLSBAD ^ The plans transmitted herewith have been corrected where necessary and substantially comply With the junsdiction's building codes I I The plans transmitted herewith will substantially comply with the junsdiction's codes when minor deficiencies identified below are resolved and checked by building department staff I I The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. I I The check list transmitted herewith is for your information The plans are being held at Esgil Corporation until corrected plans are submitted for recheck I I The applicant's copy of the check list is enclosed for the junsdiction to forward to the applicant contact person I I The applicant's copy of the check list has been sent to TYLOR FISHER 4440 VAN KARMAN, NEWPORT BEACH, CA 92660 EsGll Corporation staff did not advise the applicant that the plan check has been completed. I I EsGll Corporation staff did advise the applicant that the plan check has been completed Person contacted TYLOR Telephone # 949-955-6201 Date contacted (by ) Email tylor_fisher@avalonbay com Fax # 949-724-9238 Mail Telephone Fax In Person ^ REMARKS Structural revisions including SW & HD changes. Selected sheets are impacted. Connplete sets were submitted By ALI SADRE Enclosures EsGll Corporation • GA • EJ • PC 5/10 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 EsGil Corporation In (PartnersHip witH government for (ButCdtng Safety DATE MAY 14, 2013 • APPLICANT -a'JURIS JURISDICTION CARLSBAD • PLAN REVIEWER • FILE PLAN CHECK NO 12-1333 (REV. #1) - NEW PCR #13-067 SET I PROJECT ADDRESS 2262 AVENIDA MAGNIFICA PROJECT NAME EAVES AT CARLSBAD XI The plans transmitted herewith have been corrected where necessary and substantially comply with the junsdiction's building codes I I 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 I I The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck I I The check list transmitted herewith is for your information The plans are being held at Esgil Corporation until corrected plans are submitted for recheck I I The applicant's copy of the check list is enclosed for the junsdiction to forward to the applicant contact person I I The applicant's copy of the check list has been sent to TYLOR FISHER 4440 VAN KARMAN, NEWPORT BEACH, CA 92660 IXI EsGll Corporation staff did not advise the applicant that the plan check has been completed I I EsGll Corporation staff did advise the applicant that the plan check has been completed Person contacted TYLOR Telephone # 949-955-6201 Date contacted (by ) Email tylor_fisher@avalonbay com Fax # 949-724-9238 Mail Telephone Fax In Person ^ REMARKS Structural revisions including SW & HD changes Selected sheets are impacted Complete sets were submitted By ALI SADRE Enclosures EsGll Corporation • GA • EJ • PC 5/10 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 CARLSBAD 12-1333 (REV. #1) - NEW PCR #13-067 MAY 14, 2013 JURISDICTION CARLSBAD (REV. #1) - NEW PCR #13-067 PREPARED BY ALI SADRE [DO NOT PAY- THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE PLAN CHECK NO 12-1333 DATE MAY 14, 2013 BUILDING ADDRESS 2262 AVENIDA MAGNIFICA BUILDING OCCUPANCY B TYPE OF CONSTRUCTION V-B BUILDiNG PORTION AREA (Sq Ft) Valuation Multiplier Reg Mod VALUE ($) PLAN REVISION! Air Conditioning Fire Spnnklers TOTAL VALUE Jurisdiction Code CB By Ordinance Bldg Permit Fee by Ordinance Plan Check Fee by Ordinance Type of Review _D Repetitive Fee ^ j Repeats • Complete Review • Other 0 Hourly EsGil Fee $290.00 • Structural Only $116 00 Hrs m* $232.00 Based on hourly rate Comments Sheet 1 of 1 Eaves at Carlsbad Onginal Plancheck No 12 1333 Item 2 Descnptions 1 Ramp Access to Lower Level Pool Area and Fitness Center was revised to eliminate 'switchback' ramp at the west of the proposed structure to an Accessible ramp at the east side Affected Drawings C-4, C-4, C-5, 3, A-8, E-1 0, Pl 0, L2 1, L2 2, L2 6 2 Revised exterior north wall at Fitness Center and Leasing Office to replace storefront construction with standard wood frame Standard vinyl windows replace storefront One Structural Steel Strong-Wall is replaced with standard shear wall construction Affected Drawings A-1, A-2, A-3, A-5, A-6, A-11, SD-1, SD-2, SD-3, SD-4, S-1, SD-2, SD-3 3 Shortened shear wall interior north south shear wall 2 at first level Affected Drawings S-1 4 Added Landscape lighting at pool area Affected Drawings E-1 0 5 Revised Index on Cover Sheet to reflect changes in drawing descriptions ( Landscape), Added Electncal Sheet CITV OF ARLSBAD PLAN CHECK REVIEW TRANSMITTAL Community & Economic Development Department 1635 Faraday Avenue Carlsbad CA 92008 www carlsbadca gov DATE: 05/16/13 PROJECT NAIVIE: EAVES AT CARLSBAD PROJECT ID: PCR 13-67 PLAN CHECK NO: 1 SET#: 1 ADDRESS: 2262 AVENIDA IVIAGNIFICA APN: VALUATION: $ SCOPE OFWORK: PCR STRUCTURAL CHANGES This plan check review is complete and has been APPROVED by the ENGINEERING Division. By: KATHLEEN LAWRENCE 05/16/13 A Final Inspection by the Division is required 7 Yes L/JNO f ] This plan check review is NOT COIVIPLETE. Items missing or incorrect are listed on ' ' the attached checklist. Please resubmit amended plans as required. Plan Check Comments have been sent to: You may a/so /laye corf^ct/ons ftdm one or rrfore of the divisions listed de/ow. 4gprova7 from these divisions rriay b§.required prior to the issuance of a^bM^^^ perm/t.) ^Resubmitted plans should include cor/^ct/ons froM WI divisions: For questions or clarifications on the attached checklist please contact the following reviewer as marked :P^r^ppi.}'^^"^' 'p'4;;|«|J^I#!|: ', \ '•'"PLANNING' ^ J '.>ii"?. pPP ^'ENGINEERINGnirtH*!:':- ^ , '-<*;'.< f760-602-2750'r<**»3" ^.PSP^t.^psm'PiP^Pp,,, >sptl • .';FIR€.PfREVENTIONir|lP W:p'y -7.6d-602r4665|,a f ! Chris Sexton I —J 760-602-4624 Chris Sexton@carlsbadca gov j / f Kathleen Lawrence LJ. J 760-602-2741 Kathleen Lawrence@carlsbadca fiov \ ; Greg Ryan L J 760-602-4663 Gregorv Rvan@carlsbadca gov [ 1 Gina Ruiz - 760-602-4675 Gma RuizOcarlsbadca fiov j__ Ljp^a Ontiveros 1 J 760-602-2773 Lmda Ontiveros@carlsbadca fiov r ] Cindy Wong i 760-602-4662 Cvnthia Wonfi@carlsbadca fiov I 1 1 1 Dominic Fieri ' 760-602-4664 Dommic Fieri@carlsbadca gov Remarks: ^ CITY OF CARLSBAD BUILDING PLANCHECK CHECKLIST QUICK-CHECK/APPROVAL Development Services Land Development Engineering 1635 Faraday Avenue 760-602-2750 www carlsbadca gov ENGINEERING Plan Check for PCR 13-67 Date 05/16/13 Project Address 2262 AVENIDA IVIAGNIFICA APN Project Description PCR STRUCTURAL CHANGES Valuation $ ENGINEERING Contact Kathleen Lawrence Phone 760-602-2741 Email katlileen.lawrence@carlsbadca.gov Fax 760-602-1052 • RESIDENTIAL INTERIOR • TENANT IMPROVEMENT • RESIDENTIAL ADDITION MINOR (<$20,000.00) • PLAZA CAMINO REAL • CARLSBAD PREMIER OUTLETS • COMPLETE OFFICE BUILDING CZ] OTHER: PCR OFFICIAL USE ONLY ENGINEERING AUTHORIZATION TO ISSUE BUILDING PERMIT BY- KATHLEEN LAWRENCE REMARKS NO ADDITIONAL ENG. FEES DATE. 05/16/13 Notification of Engineering APPROVAL has been sent to via EMAIL on 05/16/13 !i-36 Page 1 of 1 REV 4/30/11 ^ CITY OF CARLSBAD PLANNING DIVISION BUILDING PLAN CHECK APPROVAL P-29 Development Services Planning Division 1635 Faraday Avenue (760) 602-4610 www carlsbadca sov DATE: 5-15-13 PROJECT NAME: PROJECTID: PLAN CHECK NO: PCR 13-67 SET#: 1 ADDRESS: 2262 Avenida IVIagnifica APN: ^ This plan check review is complete and has been APPROVED by the Planning Division. By: Chris Sexton A Final Inspection by the Planning Division is required • Yes ^ No Vou may also have corrections from one or more of the divisions listed below. Approval from these divisions may be required prior to the issuance of a building permit. Resubmitted plans should include corrections from all divisions. • This plan check review is NOT COMPLETE. Items missing or incorrect are listed on the attached checklist. Please resubmit amended plans as required. Plan Check APPROVAL has been sent to: harveyahscarch.com For questions or clarifications on the attached checklist please contact the following reviewer as marked- PLANNING 760-602-4610 ENGINEERING 760-602-2750 FIRE PREVENTION 760-602-4665 X Chris Sexton 760-602-4624 Chris Sexton@carlsbadca fiov I 1 Kathleen Lawrence 760-602-2741 Kathleen Lawrence@carlsbadca fiov • Greg Ryan 760-602-4663 Grefiorv Rvan@carlsbadca fiov 1 1 Gma RUIZ 760-602-4675 Gma Ruiz@carlsbadca fiov 1 Linda Ontiveros 760-602-2773 Lmda Ontiveros@carlsbadca fiov Q Cindy Wong 760-602-4662 Cvnthia Wonfi@carlsbadca fiov • • Q Dominic Fieri 760-602-4664 Dommic Fieri@carlsbadca fiov Remarks: caves at Carlsbad Original Plancheck No 12 1333 > Item 2 Descriptions. s 1 Ramp Access to Lower Level Pool Area and Fitness Center was revised to eliminate 'switchback' ramp at the west of the proposed structure to an Accessible ramp at the east side Affected Drawings C-4, C-4, C-5, 3, A-8, E-1 0, Pl 0, L2.1, 12 2, 12 6 2 Revised exterior north wall at Fitness Center and Leasing Office to replace storefront construction with standard wood frame. Standard vinyl windows replace storefront One Structural Steel Strong-Wall is replaced with standard shearwall construction Affected Drawings- A-1, A-2, A-3, A-5, A-6, A-11, SD-1, SD-2, SD-3, SD-4, S-1, SD-2, SD-3 3. Shortened shear wall interior north south shear wall 2 at first level Affected Drawings- S-1 4 Added Landscape lighting at pool area Affected Drawings. E-1 0 5 Revised Index on Cover Sheet to reflect changes in drawing descriptions ( Landscape), ( Added Electrical Sheet EDMOND BABAYAN & ASSOCIATES, INC. STRUCTURAL ENGINEERS 635 W BROADWAY GLENDALE, CA91204 PHONE (818)243-1400 FAX (818) 502-8382 PROJECT JOB NO. STRUCTURAL CALCULATIONS FOR <3 WATERSfQWE APARTMENTS LEASING OFFICE - • VIA CLEMENTE CARLSBAD,CA REVISED REVISED REVISED REVISED DESIGNED BY DATE SHEET NO T- / m EDMOND DADAYAN 0 ASSOCIATES STRUCTURAL ENGINEERS PROJECT l^/f^cK STO^E A-trJ JOB NO. O'I 11. SIGNATURE DESIGNED BY CHECICED BY DATE SHEET NO. / 11 EDMOND DADAYAN 6 ASSOCIATES, INC. STRUCTURAL ENGINEERS 635 W BROADWAY GLENDALE, CA 91204 PHONE (818)243-1400 FAX (818)502-8382 PROJECT. JOB NO. p JP REVISED REVISED REVISED REVISED DESIGNED BY DATE SHEETNO EDMOND BABAYAN & ASSOCIATES, INC. STRUCTURAL B^GINEERS PROJECT g^^er p-r CApt:{ap..> 635 W BROADWAY GLENDALE, CA 91204 PHONE (818)243-1400 FAX (818)502-8382 CP P^ I^P iP ^ o U. REVISED REVISED REVISED REVISED DESIGNED BY DATE SHEET NO CARLSBAD FIRE DEPARTMENT EXPEDITED PLAN CHECK REQUEST I, am requesting 'Expedited Plan Check Services' and understand I will be levied an additional fee assessed at the rate of $90.00 dollars per hour plus $25.00 dollars administration fee. I understand that my plans shall not be released until all fees are paid. I, •<'"^'fi^rr>^ applicant, am solely responsible for all fees due should the project be withdrawn or otherwise not completed And by signing below I acknowledge that my plans shall be forwarded by the City of Carlsbad to an independent contractor/consultant. Your Name I, acknowledge that the 'first review' time for all expedited Fire plan reviews will be ten- (10) business days from date of submittal These additional day account for acceptance and delivery of your plans and then the parcel return to our office if recommended for approval Your Name I, the applicant, acknowledges that corrected or revised plans shall be sent directiv to the plan checker, at the address specified on the Correction List, at my cost, parcel post or other means. I, acknowledge that a turn-around time for re-submittals is five- (5) business days from the date plans are received at the address specified by the plan checker on the Correction List. Once all corrections are made, your plans are then returned to the Carlsbad Fire Department with a "Recommendation for Approval" based solely on the adopted Codes and Standards. This is not an approval. Your plans are then forwarded to the Carlsbad Fire Department, and once your plans are received by our office they are subject to an additional review to ensure conformance with Carlsbad Municipal Code This additional review is subject to an additional review penod of seven- (7) 'Government Business' days from date that we receive the plans from the plan reviewer. The Carlsbad Fire Department does not perform 'Over-the-counter' plan review services. Plans submitted to the Carlsbad Fire Department for revievv,J^y CFD staff shall be checked on a 'first come, first served' basis and could take 10 days or more for 'First' review./ YES / / / PLEASE CIRCLE YOUR SELEaiON Applicant Signature I pM^/ Date ^"(^' Copy to Building and Fire Prevention file / Revised 06/13/2011 PCR13067 2262 AVENIDA MAGNIFICA EAVES AT CARLSBAD-REVISIONS TO RAMP SHEAR WALL AT NORTH SIDE OF BUILDING & 51(0 lu sw GlSSUED •cv Approved Date By BUILOING hs PLANNING OS ENGINEERING 1 1 —' FIRE Expedite? Y ^/ /[/ AFS Checked by HazMat APCD Health Forms/Fees Sent Reed Due? By Encina Y N Fire Y N HazHealthAPCD Y N PE&M Y H School Y N Sewer Y N Stormwater Y N Special Inspeaion Y N CFD Y N LandUse Density ImpArea FY Annex Factor PFF Y N Comments Date Date Date Date Building Planning Engineering Fire Need? • Done • Done • Done • Done 06-03-2013 City of Carlsbad 1635 Faraday Av Carlsbad.CA 92008 Plan Check Revision Permit No PCR13076 Building Inspection Request Line (760) 602-2725 Job Address Permit Type Parcel No Valuation Reference # PC# Project Title 2262 AVENIDA MAGNIFICA CBAD PCR 1672503800 Lot# $0 00 Construction Type CB121333 EAVES @ CBAD-DEFERRED TRUSS CALCULATIONS & SUBMITTAL 0 NEW Status Applied Entered By Plan Approved Issued Inspect Area ISSUED 05/23/2013 RMA 06/03/2013 06/03/2013 Applicant BILL GALLAGHER Owner AVALON II CALIF VALUE III L P 4440 VON KARMAN AVE NEWPORT BEACH CA 92660 909-203-3722 Plan Check Revision Fee Fire Expedited Plan Review Additional Fees $290 00 $0 00 $0 00 Total Fees $290 00 Total Payments To Date $290 00 Balance Due $0 00 Inspector FINAL APPROVAL Date Clearance NOTICE Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions" You have 90 days from the date this permit was issued to protest imposition of these fees/exactions If you protest them, you must followi 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 nght to protest the specified fees/exaotions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees m connection with this project NOR DOES IT APPLY to any fees/exactions of which vou have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously othenwise expired CITY OF CARLSBAD PLAN CHECK REVISION APPLICATION B-15 Development Services Building Division 1635 Faraday Avenue 760-602-2719 www carlsbadca gov Plan Check Revision No. f^C^ P 7^ Onginaf p/an Check No CS 1^ (j^*? Project Address l-'z-^z- \^£M>C>A. N\AOUIFIO^ cMau'^eAP GA Date_^liL5_Li5 Contact E'"-'- 6AL..,AcHep- ph "^Q^ 2-0 3 3T "^"Z- pax Contact Address. City. C.HIKVO Zip. General Scope of Work TC.O'S.^ \y^j.^^wt.^^ Original plans prepared by an architect or engineer, revisions must be signed & stamped by that person. 1 • Elements revised • Plans • Calculations • Soils • Energy • Other, 2. Describe revisions in detail 3. List page(s) where each revision is shown 4. List revised sheets that replace existing sheets 5. Does this revision, in any way, alter the exterior of the project? • Yes 6, Does this rev;s;on add ANY new floor area(s)? • Yes ^ No T • Does this revision affect any fire related issues? []] Yes No 8. Is this a complete set? Yes • No ^Signature 0\J3Q Ky^^^—^ ig No 1635 Faraday Avenue, Carlsbad, CA 92008 Pti 760-602- 2719 £ax 760-602-8558 Email building@carlsbadca gov www carlsbadca gov EsGil Corporation In (partnerslitp witH government for (ButCdtng Safety DATE MAY 29, 2013 • APPLICANT J^r JURIS JURISDICTION CARLSBAD • PLAN REVIEWER • • FILE PLAN CHECK NO 12-1333 (REV. #3) - NEW PCR #13-076 SET I PROJECT ADDRESS 2262 AVENIDA MAGNIFICA PROJECT iSlAME EAVES AT CARLSBAD XI The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes I I The pians transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff I I The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck ^/ I I The chieck list transmitted herewith is for your information The plans are being held at Esgil Corpciration until corrected plans are submitted for recheck I I The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person I I The applicant's copy of the check list has been sent to TYLOR FISHER 4440 VAN KARMAN, NEWPORT BEACH, CA 92660 EsGll Corporation staff did not advise the applicant that the plan check has been completed I I EsGll Corporation staff did advise the applicant that the plan check has been completed Person contacted TYLOR Telephone* 949-955-6201 Date contacted (by ) Email tylor_fisher@avalonbay com Fax # 949-724-9238 Mail Telephone Fax In Person ^ REMARKS Roof trusses plans & calculations are under this permit (deferred package) By ALI SADRE Enclosures EsGll Corporation • GA • EJ • PC 5/28 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 CARLSBAD 12-1333 (REV. #3) - NEW PCR #13-076 MAY 29, 2013 [DO NOT PAY- THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION CARLSBAD (REV. ^^3) - NEW PCR #13-076 PREPA'^ED BY ALI SADRE PLAN CHECK NO 12-1333 DATE MAY 29, 2013 BUIL\ ING ADDRESS 2262 AVENIDA MAGNIFICA BUILDING^OCCUPANCY B TYPE OF CONSTRUCTION V-B BUILDING PORTION AREA (Sq Ft) Valuation Multiplier Reg Mod VALUE ($) PLAN REVI.SIONJ Air,Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code CB Bldg Permit Fee by Ordinance Plan Check Fee by Ordinance Type of Review By Ordinance • Complete Review • Structural Only $290 00 • Repetitive Fee ^ I Repeats Based on hourly rate • Other 0 Hourly EsGil Fee $116 00 Hrs. @ $232.00 Comments Sheet 1 of 1 • MAKE CORRECTIONS NOTED • REVISE AND RESUBMIT J^APPROVED 1 REJECTED Checking is or>iy for general conformance with the dastgn concept of the project and general compliance v!Ke information given in ihe confract documents Anv action shown is subiect to the requirements of the \ Dims and speciticat on- "cr.tractor is responsib e for dimensions which shci, confirmed and correlated i at the job site, fabnca. ."' processee and techniques | of construction,-CDordir.c;}'on of his work with that of City of Carlsbad BuilUiiiy Divibioii JUN 0 3 2013 APPROVED BY SY OTHERS ( u «ris h f oin|)niii Above jiUn provided for Imss phcemenl uiily Refer lo truss caicuhiiun and engineering siructunl drawinj^s for all funliei mrnrmalinn Buildmg designer/ engineer of record are responsible for all non truss to truss connecuons Buiiding dpsignor/enginpci of record lo loviow diid -ipjirnvc of ill designs prior to consiruciion Job # 8287 EAVES AT CARLSB/ For Fax Drawn By 0 Checked By Revision Dates Revision-2 R«MONA LUMBER COMPrtNY, INC PO BOX 1560 RHMONA CA 92065 CQmpuTrus Inc TRUSSES SPACED AS REQUIRED Custom Software Engineering Manufactunng o o c/3 ft PH « DOUBLE TOP PLATE "T~n—r 3-16d NAILS THROUGH SPACER BLOCK INTO TOP PLATE NAIL TRUSS TO SPACER BLOCK .WITH 2-16d NAILS PARALLEL ONE SIDE TOENAIL TRUSS TO TOP PLATE WITH 2 16d NAILS OPPOSITE SIDE T~T"r -V- -T- STUDS SPACED AS REQUIRED -H- -P 2 16d NAILS INTO EAVE BLOCK Pi TOENAIL 2-16d NAILS INTO EAVE BLOCK P -4J- ' SECTION fi^A ' r^pPROVED • REJECTED Checking is only for general confonnance w FILE NO BLOCKING DETAILS DATE 07/23/08 REF 25,15-1 DES SC IBC 2009 / CBC 2010 SEQ S151507 design concept ofTheTfoJecTafTO^I^^J^ with the information given in th| (IM^<J^tUmi8i Any action shown is subiect to thgpracftiiBawnents of the plans and specifications Contractor le responsible Jor dimensions which shaH oe confirmed and correlaled at the job site, fabncation processee and te<*niqiJes of construction, coordination of his work with tha^w all other trades, and the satisfactory performance of his work EDMOND BABAYAN & ASSOCIATES, INC DatejQSdUiLLB NON BEARING PARTITION PERPENDICULAR TO CampuTrus Inc Engineenng Manufactunng pi- 2x4 BLOCK SPACED 24 o c TYPICAL NON BEARING PARTITION PARALLEL TO TRUSSES HI 7^ (?) NAIL SPACER BLOCK TO TRUSS 4 ) BACK NAIL AFTER ALL \ TRUSSES ARE ERECTEDN , Checking i<i A^, . \- ^ • f'inons Ca',r-=w ^"*'^*^T>ents of fhp | "o, raor.f.3r.,„ " •'"••'.'ec and 3 16d TYPICAL „^ NDTED " I P'ans aoo <5c',r.y^ -. .rt*- r&n,^^.. at tne job mte t^ '-^"-'f..m4 If^'^'^'e for CampuTrus, Inc ALTERNATE FRAMING DETAIL AROUND 30" ACCE Custom Software Engineering Manufactunng TYPICAL ROOF TRUSS LAYOUT P NOTE REFERTO APPROPRIATE ENGINEERING DETAIL FOR TRUSS TYPES DESIGNED FOR OVERSPACING ADJUSTED ROOF TRUSS LAYOUT - single member common (net 24" o c) P- Ladder Frame Between trusses with 2x4 at 48 o c " Section A-A (bottom view) Y Section A-A FILENO 30" ATTIC ACCESS DATE 07/23/08 REF 25-1 IBC 2009/CBC 2010 SEQ S5480563 Access Opening /APPROVED • MAKE CORRECTIONS NOTED • REJECTED • REViSE AND RESUBMIT Checking ta on"/ for gercrai cenrormance mi'c tne f desiqn com-eo' of ihp y^o,«-cs %<d iy--,v-'ai cowr/rdn e j wi'-h the mfefmaticn gi^'Pn ir -if e doour»i>»nls i Any act'on sstO'nT is JH> OC' •€ 'r* .^yvi'vi WfHS ot ihe | r,^ .1 - .r.-.ttCiO''fe I'^S^JO'tStUe r.r j ,c' •• prt,-ces«t;.'- and tecfiraques. 'J , ,'1 ri »'^'jrK with that of 3-r r* jsi'siacioiy performance of plans ao^ .''-•^^ dimonstop: w at tne ir,*; i,><e of CO. c • a!, othei i, r'. his worK EDMOND r3A' •"A^i & ASSOCIATES, INC Date CampuTrus Inc Custom Software Engineenng Manufactunng FRAMING DETAILS WHERE HIP TERMINATION POINT DOES NOT MEET WITH COMMON TRUSS B -4- COMMONTRUSS EXTENDED END JACK COMMON TRUSS 'SETBACK FROM END WALL AS SPECIFIED ON ENGINEERING FILE NO CALIF HIP DETAIL DATE 07/23/08 REF 25,15-1 DES SC IBC 2009/CBC 2010 SEQ S151508 ChscKing i>nW pr .^^^ design S.T<^« IJIA P^ „ —. „.„ ^vi'J-i She mk.f^.Ir ~'liC^ : f"' '-''"'^-'^^ oompdance ! Aiy&oat.n tbcuments pisn- &->.- - ^, *'T^snts of the diT ?--=in-i, - *i ^^^iponsjble for atir.c.- ' ''"'•"*«^''afid correlated of cer . - , ''P' "^^'^ ^"cl tecfiniques allcr- r, ..^Jl'^'''''^"'^ work with thi't^ hiswcfs.. Hip™-s§"^f^-*°^>'P«rfoj See Engineereing for Details EDMOND 7,^^ x~ ^ Pate jjjAfybO' 2x4 Vertical at •4 0 0 c typical ^•ATES.INC " '2x4 LATERAL BRACING AS SPECIFIEDON ENGINEERING SECTION A A CampuTrus Inc A) 2x4 Post attached to each truss panel point and over head purlin with 2-16d nails Custom Software Engineenng Manufactunng FILE NO HIP FRAMING DETAIL DATE 07/23/08 REF 25,15-1 IBC 2009/CBC 2010 SEQ 5482636 V\ B) 2x4 No 1 Hem-Fir or No 2 Doug Fir purlin at 4'0 oc C) 2x4 No 1 Hem-Fir or No 2 Doug Fir stiffener attach to post with 3- 16d nails D) Hip Truss No 1 setback from end wall as noted on truss design E) Extended end jack top chord (typical) F) Common truss G) Hip Corner Rafter , H) 2x4 Continuous lateral bracing J) Extended bottom chord —i P^ all otiu'llr--. V'Z ^-JTH.-S ^OH. .vnh that of his won EDMOND -^^^ Date_,5>S//f//J —-^1-- 1^-, SetbacR^ Section X Hip.Truss ii 24" oc (Typical) 'CampuTrus Inc Custom Software Engineenng Manufactunng +lnsiall 2X4 bracing at flat top chord areas at 2-0 oc unless otherwise noted M 1x3 AT VERTICALS UON M-1x3 AT VERTICALS UON TYPIC>^ Hlf^2;0VERFRAMING DETAIL + + Hip #3 Hip #3 GO O O o n ^ ^ P™^ ,i<^ P oo W UJ o !5r ^^^^ ^^(^ 5 N FILENO HIPOVERFRAMING DETAIL DATE 07/01/09 REF 25,15-1 IBC 2009/CBC 2010 SEQ 5482635 ^APPROVED • REJECTED n MAKE CORRECTfQS^ K'OTED I CJ r^r Wl*:. .rr pi- j dirra ForTrussDetailsnotihg^nJs^^^appropnatepompuTrusdesign ^ ^ r rl + ' Note Flat overframingffialsnalto^beequal^or better in size'andgrade^ " 'icfeX allu teCrinigUeS offlatfiofflAnQfVtrCrcturalmember^ •• ^' ^' t hlS tvOrK With thst C' all othe, tiacc^ .• aa'^ s.actory pert^^^ii-Rje his work ^ ^.'Aiti(.-/j documents Ksf&r-vants of tfie fet !• • i> e-sponsible for - -vx-' Aisr. sj-Ki correlated EDMONC ' ^ li CampuTrus, Inc Custom Software Engineenng Manufactunng PRESSURE BLOCKING DETAIL FOR END JACK BOTTOM CHORD UP TO 8'-0" AT HIP NO 1 WITH CEILING LOAD OF lOpsf 3-10d Pressure block with 4-16d nails 3-1 Od 3-1 Od 2 -0 OC typical T Pressure block with 4-16d nails Bottom chord of Hip No 1 truss NOTE Attach 2x4 Doug Fir pressure block to bottom chord of hip no 1 with 4-16d nails Bottom chords of end joints are attached with 3-1 Od nails at each end of the pressure block FILENO PRESSURE BLOCKING DATE 01/20/08 REF 15,25-1 IBC 2009/CBC 2010 SEQ S5480564 P ,3-10d lo 1 SIDE VIEW m end jack 7^ 3-1 Od pressure block S > c ^ a s>. P: ^[SSvED "SM^E^RRECTSS NOTED , J RSCTED • REVISE AND RESUBW11T| I Checking^nly tor ^e^l^nf^^^^ ^mensions ?'? ,°\SLTee and techmques , at the job s te, '^^''^^J'^" ^IS work with that of 1 his work EDMOND BABAYAN & ASSOCIATES, mC. DateoV/il^^^^^rS^ This design prepared from computer input by RAMONA LUMBER LUMBER SPECIFICATIONS TC 2x4 OF #UBTR BC 2x4 OF #1SBTR WEBS 2x4 DF STAND TC LATERAL SUPPORT <= 12 OC UON BC LATERAL SUPPORT <= 12"0C UON OVERHANGS 33 2" 33 2' Unbalanced live loads have been consitiered for this design Connector plate prefix designators C,CN,C18,CN18 (or no prefix) = CompuTrus, Inc M,M20NS,M18HS,U16 = MiTek Ul series TRUSS SPAN 24' 0 0" LOAD DURATION INCREASE = 1 25 SPACED 24 0- 0 C LOADING LL( 20 0)tDL( 15 0) ON TOP CHORD = 35 0 PSF DL ON BOTTOM CHORD = 5 0 PSF TOTAL LOAD = 40 0 PSF ADDL BC CONC LL( 37 5)+DL( 37 5)= 75 0 LBS g 12' LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL REOUIREMENTS OF CBC 2010 NOT BEING MET BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD TOP AND BOTTOM CHORD LIVE LOADS ACT NON CONCURRENTLY CBC2010/IBC2009 MAX MEMBER FORCES 4WR/G0F/Cq=1 00 ( 20) 3=( 2177) 4={ 1778) 5=( 423) 6=( 423) 7=( 1778) 8=( 2177) 2 10=(0) 1969 10 12=(0) 1591 12 8=(0) 1969 0 0' 20) 66 10=( 481) 27 4={ 0) 320 11=( 1235) 0 5=( 0) 144 6=( 1235) 0 12=( 0) 320 7=( 481) 27 BEARING MAX VERT MAX HORZ LOCATIONS REACTIONS REACTIONS 0' 0 0" 0/ 1188V 118/ 118H 24' 0 0" 0/ 1188V 118/ 118H BRG SIZE 3 50' 3 SO- REQUIRED BRG AREA SQ IN (SPECIES) 1 90 DF ( 625) 1 90 DF ( 625) VERTICAL DEFLECTION LIMITS LL=L/240, TL=L/180 —4W^^ DEFL = 0 049" ? 2' 8 6" Allowed = 0 277" " JAX lfl DEFL = 0 086" ? 2' 8 6" Allowed = 0 369'' SMiX LH DEFL = 0 186" g 9' 5 4" Allowed = 1 171" BAX Ti DEFL = 0 258 ? 9' 5 4 Allowed = 1 561" MAX Lf DEFL = 0 049' 1? 26' 8 6" Allowed = 0 277" gl^-jtl "EFL = 0 086" » 26' 8 6" Allowed = 0 369 MM-4X4 at tne pb site, *f^.J-^.S^orh ^th that of a,rerS"s\Sr faSsfactory performance of, •ilsW iMax CSI. .49 BC.0.48 Web. ) BABAYAN & ASS 31ATES, INC p 9 02-08 5-07 9-02-08 2-08 24-00 2-08 JOB NAME: 8287 EAVES AT CARLSBAD - A Scale 0 2S32 Truss" A DES BY EE DATE 5/10/2013 SEQ.. 5525789 TRANS ID 367994 WARNINGS 1 Builder and erection contractor should be advised of all General Notes and Warnings before construction commences 2 2x4 compression web bracing must be installed where shown + 3 Additional temporary bracing to insure stability dunng construction IS Ihe responsibility of the erector Additional permanent bracing of the overall structure is the responsibility of the building designer 4 No load should be applied to any component unlil after all bracing and fasteners are complete and at no time should any loads greater than design loads be applied to any componenl 5 CompuTrus has no control over and assumes no responsibility for the fabncation handling shipment and installation of components 6 This design is furnished subject to the limitations set forth by TPIAVTCA in BCSI copies of which will be furnished upon request MiTek USA Inc /CompuTrus Software 7 6 3-SP6(1 L)-E GENERAL NOTES unless otherwise noted 1 This design is based only upon the parameters shown and is for an individual building component Applicability of design parameters and proper incorporation of component is the responsibility of the building designer 2 Design assumes the top and bottom chords to be laterally braced at 2 oc and at 10 oc respectively unless braced throughout their length by continuous sheathing such as plywood sheathing(TC) and/or drywall(BC) 3 2x Impact bndging or lateral bracing required where shown + + 4 Installation ot truss is the responsibility of the respective contractor 5 Design assumes tnjsses are to be used in a non corrosive environment and are for dry condition of use 6 Design assumes full beanng at all supports shown Shim or wedge if necessary 7 Design assumes adequate drainage is provided 8 Plates shall be located on both faces of truss and placed so their center lines coincide with joint center lines 9 Digits indicate size of plate in inches 10 For basic connector plate design values see ESR 1311 ESR 1988 {MiTek) This design prepared from computer input by RAMONA LUMBER LUMBER SPECIFICATIONS TC 2X4 OF (JUBTR BC 2x4 DF /fUBTR WEBS 2x4 DF STAND TC LATERAL SUPPORT <= 12"0C UON BC LATERAL SUPPORT <= 12"0C UON NOTE 2x4 BRACING AT 24''0C UON FOR ALL FUT TOP CHORD AREAS NOT SHEATHED OVERHANGS 33 2 33 2" Connector plate prefix designators C,CN,C18|CN18 (or no prefix) = CompuTrus, Inc M,M20HS,M18HS,M16 = MiTek MT series 24 00 00 HIP SETBACK 8 00 00 FROM END WALL LOAD DURATION INCREASE = 1 25 {Non Rep) TC UNIF LL( TC UNIF LL( TC UNIF LL( BC UNIF LL( 40 0)+DL( 100 0)tDL( 40 0)tDL( 0 0)tDL( 30 0) 75 0) 30 0) 25 0) LOADING = 70 0 PLF = 175 0 PLF •• 70 0 PLF = 25 0 PLF 0 0" TO 0 0" TO 0 0" TO 0 0" TO TC CONC LL( 373 3)+DL( 280 0)= TC CONC LL( 373 3)+DL( 280 0)= 653 3 LBS ? 8' 653 3 LBS 9 16' 16' 24' 24' 0 0' 0 0" 0 0" 0 0" 0 0- 0 0" LIMITED STORAGE OOES NOT APPLY DUE TO THE SPATIAL REQUIREMENTS OF CBC 2010 NOT BEING MET BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD TOP ANO BOTTOM CHORD LIVE LOADS ACT NON CONCURRENTLY ( 2 ) complete trusses required Join together 2 ply with 3"x 131 DIA GUN nails staggered at 9" oc throughout 2x4 top chords, 9" oc throughout 2x4 bottom chords, 9" oc throughout webs BEARING LOCATIONS 0' 0 0" 24' 0 0" •00 -00 -00 CBC2010 2=( 0/IBC2009 20) 66 5250) 220 5282) 216 4936) 204 4936) 204 5282) 216 5250) 220 8 9=( 20) 66 3=( 4={ 5={ 6={ 7= = ( MAX MEMBER FORCES 2 10=( 196) 4808 10 11=( 376) 5842 11 8=( 196) 4808 4WR/GDF/Cq=l 00 3 10=( 22) 324 10 4=( 0) 694 10 5=( 1056) 200 5 11=( 1056) 200 6 11=( 0) 694 11 7=( 22) 324 MAX VERT REACTIONS 70/ 2404V 70/ 2404V MX HORZ REACTIONS 90/ 90H 90/ 90H BRG SIZE 3 50" 3 50" REOUIRED BRG AREA SQ IN (SPECIES) 3 85 DF { 625) 3 85 DF ( 625) VERTICAL DEFLECTION LIMITS LL=L/240, TL=L/180 MAX LL OEFL MAX TL OEFL MAX LL DEFL MAX TL DEFL MAX LL DEFL MAX TL DEFL 0 024" 0 043' « 0 123" e 0 242" e 0 024" la 0 043" ? 2' 2' 12' 12' 26' 26' 6" 6" 0 0" 0 0" 8 6" 8 6" Allowed Allowed Allowed Allowed Allowed Allowed 0 277 0 369 1 171" 1 561" 0 277" 0 369 MAX HORIZ LL DEFL = 0 040" ? 23' MAX HORIZ TL DEFL = 0 077" » 23' 8 5" 8 5" This truss does not include any time dependent deformation for long term loading (creep) in the total load deflection The building designer shall verify that this parameter fits with the intended use of this component Wind 85 mph, h=15ft, TCDL=9 0,BCDL=3 0, ASCE 7 05, Enclosed, Cat 2, Exp C, MWFRS, interior zone, load duration factor=l 6 iMax CSI. TC.0.40 BC.0.49 Wch.0.261 ^1 7-05-09 9-00-13 7-05-09 2-08 24-00 2-08 JOB NAME: 8287 EAVES AT CARLSBAD - A1 Scale 0 2790 Truss Al DES BY EE DATE 5/10/2013 SEQ. 5525790 TRANS ID 367994 lllllllllllllllllllllllllllllllllllllllll WARNINGS 1 Builder and erection contractor should be advised of all General Notes and Warnings before construction commences 2 2x4 compression web bracing must be installed where shown + 3 Additional temporary bracing to insure stability dunng construction is the responsibility of the erector Additional permanent bracing of the overall structure is the responsibility ofthe building designer 4 No load should be applied to any component until after all bracing and fasteners are complete and at no lime should any loads greater than design loads be applied to any component 5 CompuTrus has no control over and assumes no responsibility for the fabncation handling shipment and installation of components 6 This design is furnished subject to the limitations set forth by TPI/WTCA in BCSI copies of which will be fumished upon request MiTek USA Inc /CompuTrus Software 7 6 3-SP6(lL)-E GENERAL NOTES unless otherwise noted 1 This design is based only upon the parameters shown and is for an individual building component Applicability of design parameters and proper incorporation of component ts the responsibility of the building designer 2 Design assumes the top and bottom chords to be laterally braced at 2 o c and at 10 o c respectively unless braced throughout their length by continuous sheathing such as plywood sheathing{TC) and/or drywall[BC) 3 2x Impact bridging or lateral bracing required where shown + + 4 Installation of truss is the responsibility of the respective contractor 5 Design assumes trusses are to be used in a non corrosive environment and are for dry condition of use 6 Design assumes full beanng at all supports shown Shim or wedge if necessary 7 Design assumes adequate drainage is provided 8 Plates shall be located on both faces of truss and placed so their center lines coincide with joint center lines 9 Digits indicate size of plate in inches 10 For basic connector plate design values see ESR 1311 ESR 1988 (MiTek) This design prepared from computer input by RAMONA LUMBER LUMBER SPECIFICATIONS TRUSS SPAN 24' 0 0" TC 2x4 DF SUBTR LOAO DURATION INCREASE = 1 25 1 2= 20) 66 BC 2x4 OF #UBTR SPACED 24 0" 0 C 2 3= 2128) 1889) 103 WEBS 2x4 DF STAND 3 4= 2128) 1889) 90 LOADING 4 5= 0) 0 TC LATERAL SUPPORT <= 12"0C UON LL( 20 0)+DL( 15 0) ON TOP CHORD = 35 0 PSF 4 6= 1730) 83 BC LATERAL SUPPORT <= 12"0C UON DL ON BOTTOM CHORD = 5 0 PSF 6 8= 1730) 83 TOTAL LOAD = 40 0 PSF 7 8= 0) 0 8 9= 1889) 90 NOTE 2x4 BRACING AT 24"0C UON FOR LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL 9 10= 2128) 103 ALL FLAT TOP CHORD AREAS NOT SHEATHED REQUIREMENTS OF CBC 2010 NOT BEING MET 10 11 = 20) 66 BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAO TOP OVERHANGS 33 2' 33 2 AND BOTTOM CHORD LIVE LOADS ACT NON CONCURRENTLY BEARING MAX VERT CBC2010/IBC2009 MAX MEMBER FORCES 4WR/GDF/Cg=1 00 Connector plate prefix designators C,CN,C18,CN18 (or no prefix) = CompuTrus, Inc M,M20HS,M18HS,M16 = MiTek MT series LOCATIONS 0' 0 0" 24' 0 0 2 12=( 89) 1928 12 13=( 140) 2037 13 10=( 89) 1928 12=( 195) 7 4=( 0) 352 6=( 358) 66 13=( 358) 66 13=( 0) 352 9=( 195) 7 REACTIONS 52/ 1150V 52/ 1150V MAX HORZ REACTIONS 130/ SOH 130/ 50H BRG SIZE 3 50' 3 50" REQUIRED BRG AREA SO IN (SPECIES) 1 84 DF ( 625) 1 84 DF ( 625) VERTICAL DEFLECTION LIMITS LL=L/240, TL=L/18 MAX LL DEFL = 0 049" ( 2 8 6" Allowed -0 277 MAX TL DEFL = 0 086" ( s 2 8 6" Allowed = 0 369" MAX LL DEFL = 0 090" ( i 12 0 0" Allowed = 1 171 MAX TL DEFL = 0 178' ( i 12 0 0" Allowed -1 561 MAX LL DEFL = 0 049' ( s 26 8 6" Allowed = 0 277" MAX TL DEFL = 0 086" f 26 8 6" Allowed = 0 369 MAX HORIZ LL DEFL = 0 030" ? 23' 8 5" MAX HORIZ TL DEFL = 0 059" 23' 8 5 4-00-04 10-00 4-00 f f 3-07-01 2-04-11 2 00 2-00 2-04-11 1 f f f 10-00 3-07-01 4-00-04 This truss does not include any time dependent deformation for long terra loading (creep) in the total load deflection The building designer shall verify that this parameter fits with the intended use of this component Wind 85 mph, h=15ft, TCDL=9 0,BCDL=3 0, ASCE 7 05, Enclosed, Cat 2. Exp C, MWFRS, interior zone, load duration factor=1 6 iMax CSI. TCP.47 BC.0.45 Weh.nTTRI 7-05-09 9-00-13 7-05-09 2-08 24-00 2-08 JOB NAME: 8287 EAVES AT CARLSBAD - A2 Scale 0 2540 Truss A2 DBS BY EE DATE 5/10/2013 SEQ. 5525791 TRANS ID 367994 WARNINGS 1 Builder and erection contractor should be advised of all General Notes and Warnings before construction commences 2 2x4 compression web bracing must be installed where shown + 3 Additional temporary bracing to insure stability dunng construction IS the responsibility of the erector Additional permanent bracing of the overal) structure JS the responsibility of Ihe building designer 4 No load should be applied to any component until after all bracing and fasteners are complete and at no time should any loads greater lhan design loads be applied to any componenl 5 CompuTrus has no control over and assumes no responsibility tor the fabncation handling shipment and installation of components 6 This design is furnished subject to the limitations set forth by TPI/WTCA in BCSI copies of which will be furnished upon request MiTek USA Inc /CompuTrus Software 7 6 3-SP6(1L)-E GENERAL NOTES unless otherwise noted 1 This design is based only upon the parameters shown and is for an individual building componenl Applicability of design parameters and proper incorporation of component is the responsibility ol the building designer 2 Design assumes the lop and bottom chords to be laterally braced at 2 o c and at 10 o c respectively unless braced throughout their length by continuous sheathing such as plywood sheathing(TC) and/or drywall(BC) 3 2x Impact bndging or lateral braang required where shown + + 4 Installation of truss is the responsibility of the respective contractor 5 Design assumes trusses are to be used in a non-corrosive environment and are for dry condition of use 6 Design assumes full beanng at all supports shown Shim or wedge if necessary 7 Design assumes adequate drainage is provided 8 Plates shall be located on both faces of truss and placed so their center lines coincide with joint center lines 9 Digits indicate size of plate in inches 10 For basic connector plate design values see ESR 1311 ESR 1988 (MiTek) This design prepared from computer input by RAMONA LUMBER LUMBER SPECIFICATIONS TC 2x4 DF //UBTR BC 2x4 DF #UBTR * WEBS 2x4 DF STAND TC LATERAL, SUPPORT >:= 12:0C UON BC LATERAL SUPPORT <= 12 OC UON OVERHANGS 0 0" Unbalanced live loads have^been considered for this design- Connector plate prefix designators C,CN,C18,CN18 (or no prefix) = CompuTrus, Inc M,M20HS,M18HS,M16 = MiTek MT series TRUSS SPAN 24' 0 0 LOAD DURATION INCREASE = 1 25 SPACED 24 0" 0 C LOADING LL( 20 0)+DL( 15 0) ON TOP CHORD = 35 0 PSF DL ON BOTTOM CHORD = 5 0 PSF TOTAL LOAD = 40 0 PSF ADDL BC CONC LL( 37 5)+DL( 37 5)= 75 0 LBS 9 12' 0 0" LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL REQUIREMENTS OF CBC 2010 NOT BEING MET BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD TOP AND BOTTOM CHORD LIVE LOADS ACT NON CONCURRENTLY CBC2010/IBC2009 MAX MEMBER FORCES BEARING LOCATIONS 0' 0 0" 24' 0 0' 2=( 20) 66 3=( 2178) 0 4=( 1779) 5=( 423) 6=( 423) 7=( 1779) 8=( 2180) 2 9=(0) 1970 9 11=(0) 1591 11 8=(0) 1973 MAX VERT REACTIONS 0/ 120tV 0/ 997V MAX HORZ REACTIONS 118/ 96H 118/ 96H BRG SIZE 3 50" 3 50 4WR/GDF/Cq=1 00 3 9=( 481) 26 9 4=( 0) 320 4 10=( 1235) 0 10 5=( 0) 144 10 6=( 1235) 0 6 11=( 0) 321 11 7=( 484) 44 REQUIRED BRG AREA SQ IN (SPECIES) 1 92 DF ( 625) 1 60 DF ( 625) VERTICAL DEFLECTION LIMITS LL=L/240, TL=L/180 MAX LL DEFL = 0 049" g 2' 8 6 Allowed = 0 277" MAX TL DEFL = 0 086" » 2' 8 6 Allowed = 0 369" MAX LL DEFL = 0 186" 9 14' 6 6" Allowed = 1 171 MAX TL DEFL = 0 259" 9 14' 6 6" Allowed = 1 561' MAX HORIZ LL DEFL = 0 028" » 23' MAX HORIZ TL DEFL = 0 056" » 23' 12-00 12-00 5 01-05 4-04-11 2-06 2-06 4-04-11 5-01-05 12 4 50 C^ 12 ^ 4 50 M-1x3 It This truss does not include any time dependent deformation for long term loading (creep) in the total load deflection The building designer shall verify that this parameter fits with the intended use of this component Wind 85 mph, h=15ft, TCDL=g 0,BCDL=3 0, ASCE 7 05, Enclosed, Cat 2, Exp C, MWFRS, interior zone, load duration factor=1 6 iMax" CSI. TC.0.49 BC.0.48 Web.0.191 9-02-08 5-07 9-02-08 2 08 24-00 JOB NAME: 8287 EAVES AT CARLSBAD - A3 Scale 0 2564 Truss- A3 DES BY EE DATE 5/10/2013 SEQ . 5525792 TRANS ID 367994 WARNINGS 1 Builder and erection contractor should be advised of all General Notes and Warnings before construction commences 2 2x4 compression web bracing must be installed where shown + 3 Additional temporary bracing to insure stability during construction IS the responsibility of the erector Additional permanent bracing of the overall structure is the responsibility of the building designer 4 No load should be applied lo any component until after all bracing and fasteners are complete and at no time should any loads greater than design loads be applied lo any component 5 CompuTrus has no control over and assumes no responsibility for the fabncation handling shipment and installation of components 6 This design is furnished subjecl lo the limitations sel forth by TPIMTFCA in BCSI copies of which will be furnished upon request MiTek USA Inc /CompuTrus Software 7 6 3-SP6(1L)-E GENERAL NOTES unless othenwise noted 1 This design is based only upon the paramelers shown and is for an individual building component Applicability of design paramelers and proper incorporation of component is the responsibility of the building designer 2 Design assumes the top and bottom chords to be laterally braced at 2 o c and at 10 o c respectively unless braced throughout their length by continuous sheathing such as plywood sheathing(TC} and/or drywall(BC) 3 2x Impact bndging or laleral bracing required where shown + + 4 Installation of truss is the responsibility of the respective contractor 5 Design assumes trusses are to be used in a non corrosive environment and are for dry condition of use 6 Design assumes full beanng at all supports shown Shim or wedge if necessary 7 Design assumes adequate drainage is provided 8 Plates shall be located on both faces of truss and placed so their center lines coincide with joint center lines 9 Digits indicate size of plate in inches 10 For basic connector plate design values see ESR 1311 ESR 1988 (MiTek) This design prepared from computer input by RAMONA LUMBER LUMBER SPECIFICATIONS TC 2x4 OF #UBTR BC 2x6 DF #2 WEBS 2x4 DF STAND " .* TC LATERAL SUPPORT <= "l2'"0C UON BC LATERAL SUPPORT <=~12"0C UON 24 00 00 GIRDER SUPPORTING 8 00 00 LOAD DURATION INCREASE = 1 25 (Non Rep) OVERHANfiS 0 0" Connector plate.prefix designators C,CN,C18,CN18 (or no prefix) = CompuTrus, Inc M,M20HS,M18HS,M16 = MiTek MT series LOADING TC UNIF LL( 40 0)+DL( 30 0)= 70 0 PLF 0' BC UNIF LL{ 58 5)+0L( 70 0)= 128 5 PLF 0' LIMITED STORAGE OOES NOT APPLY DUE TO THE SPATIAL REQUIREMENTS OF CBC 2010 NOT BEING MET BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD TOP AND BOTTOM CHORD LIVE LOAOS ACT NON CONCURRENTLY ( 2 ) complete trusses required Join together 2 ply with 3"x 131 DIA GUN nails staggered at 9' oc throughout 2x4 top chords, 9" oc throughout 2x6 bottom chords, 9" oc throughout webs 0 0" TO 24' 0 0" TO 24' 0 0" V 0 0" V BEARING LOCATIONS 0' 0 0" 24' 0 0" CBC2010/IBC2009 MAX MEMBER FORCES 1 2={ 20) 66 2 7=(0) 4430 2 3=( 4812) 0 7 8=(0) 3014 3 4=( 4526) 0 8 6=(0) 4432 4 5=( 4528) 0 5 6=( 4812) 0 MAX VERT REACTIONS 0/ 2586V 0/ 2382V MAX HORZ REACTIONS 116/ 95H 116/ 95H BRG SIZE 3 50 3 50 4WR/G0F/Cq= 3 7=( 440) 7 4=( 0) 4 8=( 0) 8 5=( 442) 00 32 818 820 38 REOUIRED BRG AREA SQ IN (SPECIES) 4 14 DF ( 625) 3 81 DF ( 625) VERTICAL DEFLECTION LIMITS LL=L/240, TL=L/180 MAX LL OEFL = 0 024" S 2' 8 6" Allowed = 0 277" MAX TL DEFL = 0 043 U 2' 8 6" Allowed = 0 369" MAX LL DEFL = 0 082' 15' 7 3" Allowed = 1 171 MAX TL DEFL = 0 165" § 15' 7 3" Allowed = 1 561' MAX HORIZ MAX HORIZ LL DEFL = 0 021" g 23' TL DEFL = 0 043" g 23' 12-00 12-00 6-07 5-05 12 4 50 1 1 M-4X5 5-05 6-07 12 50 This truss does not include any time dependent deformation for long term loading (creep] in the total load deflection The building designer shall verify that this parameter fits with the intended use of this component Wind 85 mph, h=15ft, TC0L=9 0,BCDL=3 0, ASCE Enclosed, Cat 2, Exp C, MWFRS, interior zone, load duration factor=l 6 7 05, 1L° 8-04-11 7-02-11 8-04-11 10-00 14-00 2-08 24-00 JOB NAME: 8287 EAVES AT CARLSBAD - AG Scale 0 2564 Truss AG DES BY EE DATE 5/10/2013 SEQ 5525793 TRANS ID 367994 WARNINGS 1 Builder and erection contractor should be advised of all General Notes and Warnings before construction commences 2 2x4 compression web bracing must be installed where shown + 3 Additional temporary bracing lo insure stability dunng construction IS the responsibility of the erector Additional permanent bracing of Ihe overall structure is the responsibility of the building designer 4 No load should be applied to any component until after all bracing and fasteners are complete and at no time should any loads greater lhan design loads be applied to any component 5 CompuTrus has no control over and assumes no responsibility for the fabncation handling shipment and installation of components 6 This design is furnished subject to the limitations set forth by TPI/WTCA in BCSI copies of which will be fumished upon request MiTek USA Inc /CompuTrus Software 7 6 3-SP6(1 L)-E GENERAL NOTES unless otherwise noted 1 This design is based only upon the parameters shown and is for an individual building component Applicability of design parameters and proper incorporation of component is the responsibility of the building designer 2 Design assumes the fop and bottom chords to be lalerally braced at 2 oc and al 10 o c respectively unless braced throughout their length by continuous sheathing such as plywood shealhing(TC) and/or drywall(BC} 3 2x Impact bridging or taterai bracing required where shown + + 4 Installation of tnjss is Ihe responsibility of the respective contractor 5 Design assumes trusses are to be used in a non corrosive environment and are for dry condition of use 6 Design assumes full beanng at all supports shown Shim or wedge if necessary 7 Design assumes adequate drainage is provided 8 Plates shall be located on both faces of truss and placed so their center lines coincide with joint center lines 9 Digits indicate size of plate in inches 10 For basic connector plate design values see ESR 1311 ESR 1988 (MiTek) This design prepared from computer input by RAMONA LUMBER LUMBER SPECIFICATIONS TC 2x4 OF #UBTR BC 2x4 DF #1&BTR WEBS 2x4 DF STAND TC LATERAL SUPPORT ^=,12"0C UON BC LATERAL SUPPORT <= 12 OC UON OVERHANGS - 33 2' 33 2" Connector plate prefixJesignators C,CN,C18,CN18 (or no prefix) = CompuTrus, M,M20HS,M18HS,M16 = MiTek MT series TRUSS SPAN 25' 6 0" LOAD DURATION INCREASE = 1 25 SPACED 24 0" 0 C LOADING LL( 20 0)+DL( 15 0) ON TOP CHORD = 35 0 PSF DL ON BOTTOM CHORD = 5 0 PSF TOTAL LOAD = 40 0 PSF LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL REQUIREMENTS OF CBC 2010 NOT BEING MET BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD TOP AND BOTTOM CHORD LIVE LOADS ACT NON CONCURRENTLY CBC2010/IBC2009 MAX MEMBER FORCES 4WR/GDF/Cq=I 00 BEARING LOCATIONS 0' 0 0" 25' 6 0" 2=( 20) 66 3=( 2190) 0 4=( 1876) 0 5=( 1876) 0 6=( 2190) 0 7=( 20) 66 2 8' (0) 1975 9=(0) 1283 6=(0) 1975 8=( 484) 34 4=( 0) 605 9=( 0) 605 5=( 484) 34 MAX VERT REACTIONS 9/ 1210V 9/ 1210V MAX HORZ REACTIONS 123/ 123H 123/ 123H BRG SIZE 3 50" 3 50" REQUIRED BRG AREA SQ IN (SPECIES) 1 94 DF ( 625) 1 94 DF ( 625) VERTICAL DEFLECTION LIMITS LL=L/240 , TL=L/180 MAX LL DEFL = 0 049 ( 2 8 6" Allowed = 0 277" MAX TL DEFL = 0 086 ( 2 8 6" Allowed = 0 369" MAX LL DEFL = 0 081 ( 8 8 9" Allowed = 1 246" MAX TL DEFL = 0 163" ( 8 8 9" Allowed = 1 661" MAX LL DEFL = 0 049" ( 28 2 5" Allowed = 0 277" MAX TL DEFL = 0 086" ( 28 2 6" Allowed = 0 369" MAX HORIZ LL DEFL = 0 028" ? 25' 2 5" MAX HORIZ TL DEFL = 0 055" 25' 2 5' 12-09 12-09 6-08-13 6-00-03 6-00-03 6-08-13 4 50 C^" i M-4X5 12 This truss does not include any time dependent deformation for long term loading (creep) in the total load deflection The building designer shall verify that this parameter fits with the intended use of this component Wind 85 mph, h=15ft, TCDL=9 0,BCDL=3 0, ASCE 7 05, Enclosed, Cat 2, Exp C, MWFRS, interior zone, load duration factor=1 6 50 M-1x3 M 1x3 P 1-1-1 / •~c;\7 1 |M-2 5x6 8 '' 0 25" M-5x6(S) 9 M-2 5x5 M-2 5x61 1 •~c;\7 1 1-I > 8-08 14 8-00-04 8-08-14 2-08 25-06 JOB NAME: 8287 EAVES AT CARLSBAD - B Scale 0 2406 Truss B DES BY EE DATE 5/10/2013 SEQ . 5525794 TRANS ID 367994 WARNINGS 1 Builder and erection contractor should be advised of all General Notes and Warnings before construction commences 2 2x4 compression web bracing must be installed where shown + 3 Additional temporary bracing to insure stability dunng construction IS the responsibility of the erector Additional permanent bracing of the overall structure is the responsibility of the building designer 4 No load should be applied to any component until after all bracing and fasteners are complete and at no lime should any loads greater lhan design loads be applied lo any componenl 5 CompuTnjs has no control over and assumes no responsibility for the fabncation handling shipment and installation of components 6 This design is furnished subject to the limitations set forth by TPI/WTCA in BCSI copies of which will be furnished upon request MiTek USA Inc /CompuTrus Software 7 6 3 SP6(1 L)-E GENERAL NOTES unless otherwise noted 1 This destgn is based only upon the parameters shown and is for an individual building componenl Applicability of design parameters and proper incorporation of component is the responsibility of the building designer 2 Design assumes the lop and bottom chords lo be lalerally braced al 2 o c and al 10 o c respectively unless braced throughout their length by continuous sheathing such as plywood sheathing(TC) and/or drywail(BC) 3 2x Impact bndging or lateral bracing required wrtiere shown + + 4 Installation of truss is the responsibility of the respective contractor 5 Design assumes trusses are to be used in a non corrosive environment and are for dry condition of use 6 Design assumes full beanng al all supports shown Shim or wedge if necessary 7 Design assumes adequate drainage is provided 8 Plates shall be located on both faces of truss and placed so their center lines coincide with joinl center lines 9 Digits indicate size of plate in inches 10 For basic connector plate design values see ESR 1311 ESR 1988 (UiTek) This design prepared from computer input by RAMONA LUMBER LUMBER SPECIFICATIONS TC 2x4 DF #1&BTR BC 2x4 DF #1SBTR WEBS 2x4 DF STAND TC LATERAL SUPPORT <= 12"0C UON BC LATERAL SUPPORT <= 12"0C UON NOTE 2x4 BRACING AT 24 OC UON FOR ALL FLAT TOP CHORD AREAS NOT SHEATHED 25 06 00 HIP SETBACK 8 00 00 FROM END WALL LOAD DURATION INCREASE = 1 25 (Non Rep) CBC2010/IBC2009 TC UNIF LL( TC UNIF LL( TC UNIF LL( BC UNIF LL( 40 0)+DL( 100 0)+0L( 40 0)+0L( 0 0)+0L( LOADING 30 0)= 70 0 PLF 75 0)= 175 0 PLF 30 0)= 70 0 PLF 25 0)= 25 0 PLF 17' 0' 0 0" TO 0 0" TO 6 0" TO 0 0" TO OVERHANGS 33 2 33 2 Connector plate prefix designators C,CN,C18,CN18 (or no prefix) = CompuTrus, Inc M,M20HS,M18HS,M16 = MiTek MT series TC CONC LL( 373 3)+DL( 280 0)= 653 3 LBS » 8' TC CONC LL( 373 3)+DL( 280 0)= 653 3 LBS ? 17' LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL REOUIREMENTS OF CBC 2010 NOT BEING MET BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD TOP AND BOTTOM CHORD LIVE LOAOS ACT NON CONCURRENTLY ( 2 ) complete trusses required Join together 2 ply with 3"x 131 DIA GUN nails staggered at 9 00 throughout 2x4 top chords, 9" oc throughout 2x4 bottom chords, 9" oc throughout webs 17' 25' 25' 0 0" 6 0" 0 0" 6 0" 6 0" 6 0' BEARING LOCATIONS 0' 0 0" 25' 6 0" 2=( 20) 66 3=( 5620) 270 4=( 5684) 272 5=( 5316) 256 6=( 5316) 256 7=( 5684) 272 8=( 5620) 270 9=( 20) 66 MAX VERT REACTIONS 86/ 2554V 86/ 2554V MAX MEMBER FORCES 2 10=( 244) 5150 10 11={ 432) 6602 11 12=( 432) 6602 12 8=( 244) 5150 MAX HORZ REACTIONS 90/ 90H 90/ 90H BRG SIZE 3 50" 3 50" 4WR/GDF/Cq=1 00 3 10=( 26) 370 4=( 0) 758 5=( 1448) 196 5=( 0) 174 12»( 1448) 196 12=( 0) 758 7=( 26) 370 REOUIRED BRG AREA SQ IN (SPECIES) 4 09 DF ( 625) 4 09 DF ( 625) VERTICAL DEFLECTION LIMITS LL=L/240, TL=L/180 MAX LL DEFL = 0 024" f 2 8 6" Allowed = 0 277 MAX TL DEFL = 0 043" « 2 8 6" Allowed = 0 369" MAX LL DEFL = 0 150" « 12 9 0" Allowed = 1 246" MAX TL DEFL = 0 296" f 12 9 0" Allowed = 1 661" MAX LL DEFL = 0 024" i 28 2 6" Alldwed = 0 277" MAX TL DEFL = 0 043" ( 28 2 6" Allowed = 0 369" MAX HORIZ LL DEFL = 0 046" fl 25' 2 5" MAX HORIZ TL DEFL = 0 oor ? 25' 2 5" -00 9-06 4-00-04 3-11-12 4-09 -09 P '653 30# 3-11-12 "^653 30# This truss does not include any time dependent deformation for long term loading (creep) in the total load deflection The building designer shall verify that this parameter fits with the intended use of this component Wind 85 mph, h=15ft, TCDL=9 0,BCDL=3 0, ASCE 7 05, Enclosed, Cat 2, Exp C, MIVFRS, .QQ interior zone, load duration factor=l 6 iMaxtSI. TCP.59 BC.0.48 Weh.0.431 -t-4-00-04 "1 7 05 09 5-03-07 5-03-07 7-05-09 2 08 25-06 2-08 JOB NAME: 8287 EAVES AT CARLSBAD - B1 Scale 0 2781 Truss" 81 DES BY EE DATE 5/10/2013 SEQ. 5525795 TRANS ID 367994 WARNINGS 1 Builder and erection contractor should be advised of all General Notes and Warnings before construction commences 2 2x4 compression web bracing must be installed where shown + 3 Additional temporary bracing to insure stability during construction is the responsibility of the erector Additional permanent bracing of the overall structure is the responsibility ofthe buildmg designer 4 No load should be applied lo any componenl until after all bracing and fasteners are complete and al no lime should any loads greater than design loads be applied to any component 5 CompuTrus has no control over and assumes no responsibility for Ihe fabncation handling shipment and installation of components 6 This design is furnished subject to the limitations sel forth by TPl/V/TCA m BCSI copies of which will be furnished upon request MiTek USA Inc/CompuTrus Software 7 6 3-SP6(1L)-E GENERAL NOTES unless otherwise noted 1 This design is based only upon the parameters shown and ts for an individual building component Applicability of design paramelers and proper mcorporaljon of component is the responsibility of the building designer 2 Design assumes the lop and bottom chords to be lalerally braced al 2 0 c and at 10 o c respectively unless braced throughout their length by continuous sheathing such as plywood shealhing(TC) and/or drywall(BC) 3 2x Impact bndging or lateral bracing required where shown + + 4 Installation of truss is the responsibility of the respective contractor 5 Design assumes trusses are to be used in a non corrosive environment and are for dry condition of use 6 Design assumes full beanng at all supports shown Shim or wedge if necessary 7 Design assumes adequate drainage is provided 8 Plates shall be located on both faces of taiss and placed so their center lines coincide with joint center lines 9 Digits indicate size of plate m inches 10 For basic connector plate design values see ESR 1311 ESR 1988 (MiTek) Illilil This design prepared from computer input by RAMONA LUMBER LUMBER SPECIFICATIONS TC 2x4 BF #1SBTR 3C 2x4 DF #UBTR WEBS 2x4 DF STAND TC LATERAL SUPPORT <= 12"0C UON BC LATERAL SUPPORT <= 12"0C UON NOTE 2x4 BRACING AT 24"0C UON FOR ALL FLAT TOP CHORD AREAS NOT SHEATHED OVERHANGS 33 2 33 2" TRUSS SPAN 25' 6 0" LOAO DURATION INCREASE = 1 25 SPACED 24 0" 0 C LOADING LL( 20 0)+DL( 15 0) ON TOP CHORD = 35 0 PSF DL ON BOTTOM CHORD = 5 0 PSF TOTAL LOAD = 40 0 PSF LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL REQUIREMENTS OF CBC 2010 NOT BEING MET BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD TOP ANO BOTTOM CHORD LIVE LOADS ACT NON CONCURRENTLY CBC2010/IBC2009 MAX MEMBER FORCES 4WR/GDF/Cq=1 00 Connector plate prefix designators C,CN,C18,CN18 (or no prefix) = CompuTrus, Inc M,M20HS,M18HS,M16 = lliTek MT series 2' 3=( 4=( 5=( 6=( 8=( 8=( 8 9=( 9 10=1 10 11=( 20) 2277) 2050) 0) 1882) 1882) 0) 2050) 2277) 20) 2 (2=( 92) 2065 12 13=( 130) 2342 13 14=( 130) 2342 14 10=( 92) 2065 12=( 177) 9 4=( 0) 381 6=( 517) 49 6=( 0) 116 14=( 517) 49 14=( 0) 381 9=( 177) 8 BEARING MAX VERT MAX HORZ BRG REQUIRED BRG AREA LOCATIONS REACTIONS REACTIONS SIZE SO IN (SPECIES) 0' 0 0 51/ 1210V 130/ SOH 3 50" 1 94 DF ( 625) 25' 6 0 51/ 1210V 130/ SOH 3 50" 1 94 DF ( 625) VERTICAL DEFLECTION LIMITS LL=L/240 , TL=L/180 MAX LL DEFL = 0 049" g 2' 8 6" Allowed = 0 277" MAX TL DEFL = 0 086" la 2' 8 6" Allowed = 0 369" MAX LL DEFL = 0 110" e 12 9 0" Allowed = 1 246" MAX TL DEFL = 0 219'' e 12' 9 0" Allowed = 1 661" MAX LL DEFL = 0 049" 9 28 2 6" Allowed = 0 277" MAX TL DEFL = 0 086" g 28' 2 6" Allowed = 0 369" MAX HORIZ LL DEFL = 0 035" 9 25' 2 5" MAX HORIZ TL DEFL = 0 069 9 25' 2 5 10-00 5-06 10-00 4-00-04 3 07-01 2-04-11 2-09 2-09 2-04-11 3-07-01 4-00-04 This truss does not include any time dependent deformation for long term loading (creep) in the total load deflection The building designer shall verify that this parameter fits with the intended use of this component Wind 85 mph, h=15ft, TCDL=9 0,BCDL=3 0, ASCE 7 05, Enclosed, Cat 2, Exp C, MWFRS, interior zone, load duration factor=1 6 iMax CSI. TCP.48 flC.0.40 Web.oTail P 7-05-09 5-03-07 5-03-07 7-05-09 P 2-08 25-06 2-08 JOB NAME: 8287 EAVES AT CARLSBAD - B2 Scale 0 2406 Truss 82 DES BY EE DATE 5/10/2013 SEQ. 5525796 TRANS ID 367994 jlllllllllllilllllllllllillllllllllllll WARNINGS 1 Builder and erection contractor should be advised of all General Notes and Warnings before construction commences 2 2x4 compression web bracing must be installed where shown + 3 Additional temporary bracing lo insure stability dunng construction IS the responsibility of the erector Additional permanent bracing of the overall struclure is the responsibility of the building designer 4 No load should be applied lo any componenl until after all bracing and fasteners are complete and at no time should any loads greater than design loads be applied lo any component 5 CompuTrus has no control over and assumes no responsibility for the fabncation handling shipment and installation of components 6 This design is furnished subjecl to (he limitations set forth by TPI/WTCA in BCSI copies of which will be fumished upon request MiTek USA Inc /CompuTrus Software 7 6 3-SP6(1 L)-E GENERAL NOTES unless othenwise noted 1 Thts design is based only upon the paramelers shown and is for an individual building componenl Applicability of design paramelers and proper incorporation of component is the responsibility of the building designer 2 Design assumes the lop and bottom chords to be lalerally braced at 2 oc and at 10 oc respectively unless braced throughout their length by continuous sheathing such as plywood shaalhing{TC) and/or drywaIl{BC) 3 2x Impact bridging or laleral bracing required where shown + + 4 Installation of truss is the responsibility of the respective contractor 5 Design assumes trusses are to be used in a non corrosive environment and are for dry condition of use 6 Design assumes full bearing at all supports shown Shim or wedge if necessary 7 Design assumes adequate drainage is provided S Plates shall be located on both faces of truss and placed so their center lines coincide with joint center lines 9 Digits indicate size of plate in inches 10 For basic connector plate design values see ESR 1311 ESR 1988 (MiTek) This design prepared from computer input by RAMONA LUMBER LUMBER SPECIFICATIONS TC 2x4 DF /(ISBTR BC 2x4 DF #14BTR WEBS 2x4 OF STAND TC LATERAL SUPPORT <= 12 OC UON BC LATERAL SUPPORT «= 12''0C UON NOTE 2X4 BRACING AT 24''0C UON FOR ALL FLAT TOP CHORD AREAS NOT SHEATHED 0VERHAN(5S 33 2" 33 2" Staple or equal at non structural vertical members (uon) Connector plate prefix designators C,CN,C18,CN18 (or no prefix) = CompuTrus, M,M20HS,H18HS,M16 = MiTek MT series TRUSS SPAN 25' 6 0" LOAD DURATION INCREASE = 1 25 SPACED 24 0" 0 C LOADING LL{ 20 0)+DL( 15 0) ON TOP CHORD = 35 0 PSF DL ON BOTTOM CHORD = 5 0 PSF TOTAL LOAD = 40 0 PSF LIMITED STORAGE OOES NOT APPLY DUE TO THE SPATIAL REQUIREMENTS OF CBC 2010 NOT BEING MET BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD TOP AND BOTTOM CHORD LIVE LOADS ACT NON CONCURRENTLY BEARING LOCATIONS 0' 0 0" 25' 6 0" 12-00 1-06 4-00-04 3-07-01 4-00-15 1r00-12 4-00-15 12-00 3-07-01 4-00-04 li00--|2 T" 0/IBC2009 20) 66 2277) 2050) 0) 18 226 223 0 208 MAX MEMBER FORCES 2 12=( 203) 2065 12 13=( 325) 2342 13 14=( 325) 2342 14 10=( 203) 2065 = ( 9=( 10=( • '( 1882) 208 0) 0 2050) 223 2277) 226 20) 66 4Wfl/GDF/Cq: 3 12=( 177 12 4=( 12 12 6= 517 13 6={ 0 6 14=( 517 8 14=( 12 14 9=( 177 1 00 0 381 131 116 131 ) 381 ) 0 MAX VERT MAX HORZ BRG REACTIONS REACTIONS SIZE 98/ 1210V 170/ 32H 3 50 98/ 1210V 170/ 32H 3 50" REQUIREO BRG AREA SQ IN (SPECIES) 1 94 DF ( 625) 1 94 DF ( 625) VERTICAL DEFLECTION LIMITS LL=L/240, TL=L/18 MAX LL DEFL = 0 049" i 2 8 6 Allowed = 0 277" MAX TL DEFL = 0 086" ( 2 8 6" Allowed = 0 369 MAX LL DEFL = P 110" C 12 9 0" AUowecl = 1 246 MAX TL DEFL = 0 219" > 12 9 0" Allowed = 1 661 MAX LL DEFL = 0 049 s 28 2 6" Allowed = 0 277 MAX TL DEFL = 0 086" s 28 2 6" Allowed = 0 369 MAX HORIZ LL DEFL = 0 035" » 25' 2 5" MAX HORIZ TL DEFL = 0 069" 25' 2 5' This truss does not include any time dependent deformation for long term loading (creep) in the total load deflection The building designer shall verify that this parameter fits with the intended use of this component Wind 85 mph, h=15ft, TCDL=9 0,BCDL=3 0, ASCE 7 05, Enclosed, Cat 2, Exp C, MWFRS, interior zone, load duration factor=1 6 2-08 25-06 2-08 JOB NAME: 8287 EAVES AT CARLSBAD - B3 Scale 0 2281 Truss 83 DES BY EE DATE 5/10/2013 SEQ.. 5525797 TRANS ID 367994 WARNINGS 1 Builder and erection contractor should be advised of all General Notes and Warnings before construction commences 2 2x4 compression web bracing must be installed where shown + 3 Additional temporary bracing to insure stability during construction IS the responsibility of the erector Additional permanent bracing of the overall structure is the responsibility of the building designer 4 No load should be applied lo any componenl until after all bracing and fasteners are complete and at no time should any loads greater lhan design loads be applied to any component 5 CompuTrus has no control over and assumes no responsibility for the fabrication handling shipment and installation of components 6 This design is furnished subjecl lo the limitations sel forth by TPI/WTCA in BCSI copies of which will be furnished upon request MiTek USA Inc/CompuTrus Software 7 6 3-SP6(1L)-E GENERAL NOTES unless otherwise noted 1 This design is based only upon the parameters shown and is for an individual building component Applicability of design paramelers and proper incorporation of component is the responsibility of the building designer 2 Design assumes the top and bottom chords lo be lalerally braced at 2 o c and at 10 o c respectively unless braced throughout their length by continuous sheathing such as plywood shealhing(TC) and/or drywall{BC) 3 2x Impact bridging or laleral bracing required where shown + + 4 Installation of truss is the responsibility of the respective contractor 5 Design assumes trusses are to be used in a non corrosive environment and are for dry condition of use 6 Design assumes full beanng at all supports shown Shim or wedge if necessary 7 Design assumes adequate drainage is provided 8 Plates shall be located on both faces of truss and placed so their center lines coincide wilh joint center lines 9 Digits indicate size of plate tn inches 10 For basic comectorpiate design values see ESR 1311 ESR 1988 (MiTek) This design prepared from computer input by RAMONA LUMBER LUMBER SPECIFICATIONS TC 2x4 OF #1&BTR BC 2x4 DF #1SBTR WEBS 2x4 DF STAND TC LATERAL SUPPORT BC LATERAL SUPPORT OVERHANGS 33 2 12,0C UON 12"0C UON 0 0" Connector plate-prefix designators C,CN,C18,CN18 (or no prefix) = CompuTrus, Inc M,M20HS,M18HS,M16 = MiTek MT series TRUSS SPAN 26' 0 0" LOAD DURATION INCREASE = 1 25 SPACED 24 0" 0 C LOADING LL( 20 0)+DL( 15 0) ON TOP CHORD = 35 0 PSF DL ON BOTTOM CHORD = 5 0 PSF TOTAL LOAD = 40 0 PSF LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL REOUIREMENTS OF CBC 2010 NOT BEING MET BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD TOP AND BOTTOM CHORD LIVE LOADS ACT NON CONCURRENTLY BEARING LOCATIONS 0' 0 0" 26' 0 0" CBC2010/IBC2009 MAX MEMBER FORCES 4WR/GDF/Cq=1 00 2=( 20) 66 3=( 2238) 0 4=( 1917) 0 5=( 1918) 0 6=( 2239) 0 2 7=(0) 2019 7 8=(0) 1310 8 6=(0) 2020 ( 495) 35 { 0) 618 ( 0) 620 { 497) 41 MAX VERT REACTIONS 8/ 1243V 0/ 1040V MAX HORZ REACTIONS 125/ 104H 125/ 104H BRG SIZE 3 50 3 50" REOUIRED BRG AREA SQ IN (SPECIES) 1 99 DF ( 625) 1 66 DF ( 625) VERTICAL DEFLECTION LIMITS LL=L/240, TL=L/180 MAX LL OEFL = 0 049" S 2' 8 6" Allowed = 0 277" MAX TL OEFL = 0 086" » 2' 8 6" Allowed = 0 369" MAX LL DEFL = 0 085" » 17' 1 1" Allowed = 1 271" MAX TL DEFL = 0 170" 9 17' 11" Allowed = 1 694" 13-00 13-00 6 10-05 6 01-11 12 4 50 C^ f— M-4x5 6-01 11 6-10-05 12 ^4 50 M 1x3 M-1x3 P MAX HORIZ LL OEFL = 0 029" S 25' MAX HORIZ TL DEFL = 0 058" » 25' 8 5" 8 5" This truss does not include any time dependent deformation for long term loading (creep) in the total load deflection The building designer shall verify that this parameter fits with the intended use of this component Wind 85 mph, h=15ft, TCDL=9 0,BCDL=3 0, ASCE 7 05, Enclosed, Cat 2, Exp C, MWFRS, interior zone, load duration factor=l 6 f iMax CSI. TC.0.54 BC.0.47 Web.0.251 2-08 26-00 JOB NAME: 8287 EAVES AT CARLSBAD Scale 0 2489 Truss" C DES BY EE DATE 5/10/2013 SEQ. 5525798 TRANS ID 367994 WARNINGS 1 Builder and ereclion contractor should be advised of all General Notes and Warnings before construction commences 2 2x4 compression web bracing must be installed where shown + 3 Additional temporary bracing to insure stability dunng construction IS the responsibility of the erector Additional permanent bracing of the overall structure is the responsibility of the building designer 4 No load should be applied lo any component until after all bracing and fasteners are complete and at no time should any loads greater than design loads be applied to any component 5 CompuTrus has no control over and assumes no responsibility for the tabricalton handling shipment and installation of components 6 This design is furnished subjecl lo the limitations set forth by TPlAiVTCA in BCSI copies of which will be fumished upon request MiTek USA Inc/CompuTrus Software 7 6 3-SP6(1L)-E GENERAL NOTES unless otherwise noted 1 This design is based only upon the parameters shown and is for an individual building componenl Applicability of design paramelers and proper incorporation of component is the responsibility of the building designer 2 Design assumes the top and bottom chords lo be lalerally braced al 2 0 c and at 10 o c respectively unless braced throughout their length by continuous sheathing such as plywood sheathing{TC) and/or drywall(8C} 3 2x Impact bridging or lateral bracing required where shown + + 4 Installation of truss is the responsibility of the respective contractor 5 Design assumes Injsses are to be used in a non corrosive environment and are for dry condition of use 6 Design assumes full beanng at all supports shown Shim or wedge if necessary 7 Design assumes adequate drainage is provided 8 Plates shall be located on both faces of truss and placed so their center lines coincide with joint center lines 9 Digits indicate size of plate in inches 10 For basic connector plate design values see ESR 1311 ESR 1988 (MiTek) This design prepared from computer input by RAMONA LUMBER LUMBER SPECIFICATIONS TC 2x4 DF #1&BTR BC 2x4 DF #1&BTR WEBS 2x4 DF STAND TC LATERAL SUPPORT BC LATERAL SUPPORT 26 00 00 HIP SETBACK 8 00 00 FROM END WALL LOAD DURATION INCREASE = 1 25 (Non Rep) 12'0C UON 12"0C UON TC UNIF LL( TC UNIF LL( TC UNIF LL( BC UNIF LL( 40 0)+DL( 100 0)+DL( 40 0)+DL( 0 0)+DL( 30 0) 75 0) 30 0) 25 0) LOADING -. 70 0 PLF -. 175 0 PLF = 70 0 PLF -. 25 0 PLF 0 0" TO 0 0" TO 0 0 TO 0 0" TO 0 0" 0 0" 0 0 0 0' NOTE 2x4 BRACING AT 24"0C UON FOR ALL FLAT TOP CHORD AREAS NOT SHEATHED TC CONC LL( TC CONC LL( 373 3)tDL( 373 3)tDL( 280 0)= 280 0)= 653 3 LBS e 8 653 3 LBS i 18 0 0" 0 0" OVERHANGS 33 2" 33 2 Connector plate prefix designators C,CN,C18,CN18 ior no prefix) = CompuTrus, Inc M,M20HS,M18HS,M16 = MiTek MT series LIMITED STORAGE OOES NOT APPLY DUE TO THE SPATIAL REQUIREMENTS OF CBC 2010 NOT BEING MET BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD TOP AND BOTTOM CHORD LIVE LOAOS ACT NON CONCURRENTLY ( 2 ) complete trusses required Join together 2 ply with 3"x 131 DIA GUN nails staggered at 9' oc throughout 2x4 top chords, 9" oc throughout 2x4 bottom chords, 9" oc throughout webs BEARING LOCATIONS 0' 0 0 26' 0 0" CBC2010/IBC2009 MAX MEMBER FORCES 4WR/GDF/Cq=1 00 12 ' ' " 20) 66 5750) 284 5826) 286 5448) 270 5448) 270 5826) 286 5750) 284 20) 66 2 10=( 256) 5270 10 11=( 458) 6854 11 12=( 458) 6854 12 8=( 256) 5270 10=( 28) 384 4={ 0) 782 5=( 1568) 208 5=( 12= ( 12=( 7=1 0) 192 1568) 208 0) 782 28) 384 MAX VERT REACTIONS 92/ 2604V 92/ 2604V MAX HORZ REACTIONS 90/ 90H 90/ 90H BRG SIZE 3 50' 3 50" REQUIRED BRG AREA SQ IN (SPECIES) 4 17 DF ( 625) 4 17 DF ( 625) VERTICAL DEFLECTION LIMITS LL=L/240, TL=L/180 MAX LL DEFL = 0 024 C 2 8 6" Allowed = 0 277' MAX TL DEFL = 0 043' C 2 8 6" Allowed = 0 369 MAX LL DEFL = 0 161" C 13 0 0" Allowed = 1 271 ' MAX TL DEFL = 0 316" C 13 0 0" Allowed = 1 694 MAX LL DEFL = 0 024" t 28 8 6" Allowed = 0 277 MAX TL OEFL = 0 043" ( 28 8 6" Allowed = 0 369 MAX HORIZ LL DEFL = 0 049" 9 25' 8 5" MAX HORIZ TL DEFL = 0 096" » 25' 8 5" This truss does not include any time dependent deformation for long term loading (creep) in the total load deflection The building designer shall verify that this parameter fits with the intended use of this component nd 85 mph, h=15ft, TCDL=9 0,BCDL=3 0, ASCE 7 05, Enclosed, Cat 2, Exp C, MWFRS, interior zone, load duration factor= 2-08 26-00 JOB NAME: 8287 EAVES AT CARLSBAD - 01 Scale 0 2614 Truss C1 DES BY EE DATE 5/10/2013 SEQ.. 5525799 TRANS ID 367994 WARNINGS 1 Builder and erection contractor should be advised of all General Notes and Warnings before construction commences 2 2x4 compression web bracing must be installed where shown + 3 Additional temporary bracing to insure stability dunng construction IS the responsibility of the erector Additional permanent bracing of the overall structure is the responsibility of the building designer 4 No load should be applied to any component until after all bracing and fasteners are complete and al no lime should any loads greater lhan design loads be applied lo any component 5 CompuTrus has no control over and assumes no responsibility for the fabncation handling shipment and installation of components 6 This design is furnished subjecl lo the limitations set forth by TPI/WTCA in BCSI copies of which will be furnished upon request MiTek USA Inc/CompuTrus Software 7 6 3-SP6(1L)-E GENERAL NOTES unless otherwise noted 1 This design is based only upon the parameters shown and is for an individual building componenl Applicability of design paramelers and proper incorporation of component is the responsibility of the building designer 2 Design assumes the top and bottom chords to be lalerally braced al 2 oc and alio oc respectively unless braced throughout their length by continuous sheathing such as plywood shealhing(TC} and/or drywall(BC) 3 2x Impact bridging or lateral bracing required where shown + + 4 Installation of truss is the responsibility of the respective contractor 5 Design assumes trusses are to be used in a non corrosive environment and are for dry condition of use 6 Design assumes full beanng al all supports shown Shim or wedge if necessary 7 Design assumes adequate dramage is provided 8 Plates shall be located on both faces ot truss and placed so their center lines coincide wilh joint center lines 9 Digits indicate size of plate in inches 10 For basic connector plate design values see ESR-1311 ESR 1988 (MiTek) This design prepared from computer input by RAMONA LUMBER LUMBER SPECIFICATIONS -1 TRUSS SPAN 26' 0 0" CBC2010/IBC2009 MAX MEMBER FORCES TC 2x4 DF #18BTR <v LOAD DURATION INCREASE = 1 25 1 2=( 20) 66 2 12={ 91) 2113 BC 2x4 DF J18BTR SPACED 24 0" 0 C 2 3=( 2329) 105 12 13={ 129) 2442 WEBS 2x4 DF STAND 3 4=( 2107) 92 13 14=( 129) 2442 LOADING 4 5=( 0) 0 14 10=( 91) 2113 TC LATERAL SUPPORT <:= 12'0C UON LL( 20 0)+DL{ 15 0) ON TOP CHORD = 35 0 PSF 4 6={ 1935) 85 91) 2113 BC LATERAL SUPPORT <:= 12"0C UON DL ON BOTTOM CHORD = 5 0 PSF 6 8=( 1935) 85 TOTAL LOAD = 40 0 PSF 7 8 8=1 0) 9=( 2107) 0 92 NOTE 2x4 BRACING AT 24"OC UON FOR LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL 9 10=( 2329) 105 ALL FLAT TOP CHORD AREAS NOT SHEATHED REQUIREMENTS OF CBC 2010 NOT BEING MET 10 11=( 20) 66 BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD TOP OVERHANGS 33 2' 33 2" AND BOTTOM CHORD LIVE LOADS ACT NON CONCURRENTLY BEARING MAX VERT MAX HORZ BRG LOCATIONS REACTIONS REACTIONS SIZE Connector plate prefix designators C,CN,C18,CN18 (or no prefix) = CompuTrus, M,M20HS,M18HS,M16 = HiTek MT series 0' 26' 0 0" 0 0" 51/ 51/ 1230V 1230V 130/ -130/ SOH 50H 3 50" 3 50" 12=( 171) 10 4=( 0) 392 6=( 565) 48 6=( 0) 14=( 565) 14=( 0) 9=( )70) 128 48 392 9 REQUIRED BRG AREA SQ IN (SPECIES) 1 97 DF ( 625) 1 97 DF ( 625) VERTICAL DEFLECTION LIMITS LL=L/240, TL=L/18 MAX LL DEFL = 0 049' s 2 8 6 Allowed = 0 277" MAX TL DEFL = 0 086" { 2 8 6" Allowed = 0 369" MAX LL DEFL = 0 118" ( 13 0 0' Allowed = 1 271" MAX TL DEFL = 0 234" C 13 0 0 Allowed = 1 694' MAX LL DEFL = 0 049" C 28 8 6" Allowed = 0 277" MAX TL DEFL = 0 086" C 28 8 6 Allowed = 0 369 MAX HORIZ LL DEFL = 0 037 ? 25' 8 5' MAX HORIZ TL DEFL = 0 073" 9 25' 8 5 10-00 6-00 10-00 4 00-04 3-07-01 2-04-11 3-00 ^ 3-00 2-04-11 -i f- 3-07-01 4-00-04 This truss does not include any time dependent deformation for long term loading (creep) in the total load deflection The building designer shall verify that this parameter fits with the intended use of this component Wind 85 mph, h=15ft, TCDL=9 0,BCDL=3 0, ASCE 7 05, Enclosed, Cat 2, Exp C, MWFRS, interior zone, load duration factor=1 6 IMax CSI. TC.0.48 BC.0.41 Weh.0.371 p 7-05-09 5-06-07 5-06-07 7-05-09 P. 2 08 26-00 2-08 JOB NAME: 8287 EAVES AT CARLSBAD - 02 Scale 0 2364 Truss C2 DES BY EE DATE 5/10/2013 SEQ 5525800 TRANS ID 367994 WARNINGS 1 Builder and erection contractor should be advised of all General Notes and Warnings before construction commences 2 2x4 compression web bracing must be installed where shown + 3 Additional temporary bracing to insure stability dunng construction IS the responsibility of the erector Additional permanent bracing of the overall siructure is the responsibility of the building designer 4 No load should be applied lo any component until after all bracing and fasteners are complete and at no lime should any loads greater than design loads be applied to any component 5 CompuTrus has no control over and assumes no responsibility for the fabrication handling shipment and installation of components 6 This design is furnished subject lo the limitations set forth by TPI/WTCA in BCS! copies of which will be furnished upon request MiTek USA Inc /CompuTrus Software 7 6 3-SP6(1 L)-E GENERAL NOTES unless otherwise noted 1 This design is based only upon the parameters shown and is for an individual building component Applicability of design parameters and proper incorporation of component is the responsibility of the building designer 2 Design assumes the top and botlom chords to be laterally braced at 2 o c and al 10 o c respectively unless braced throughout their length by continuous sheathing such as plywood sheathing(TC) and/or drywall(BC) 3 2x Impact bndgmg or lateral bracing required where shown + + 4 Installation of truss is the responsibility of the respective contractor 5 Design assumes trusses are to be used in a non corrosive environmen! and are for dry condition of use 6 Design assumes full beanng at all supports shown Shim or wedge if necessary 7 Design assumes adequate drainage is provided 8 Plates shall be located on both faces of truss and placed so their center lines coincide with joint center lines 9 Digits indicate size of plate in inches 10 For basic connector plate design values see ESR 1311 ESR 1988 (MiTek) This design prepared from computer input by RAMONA LUMBER LUMBER SPECIFICATIONS TC 2x4 OF #UBTR BC 2x4 OF iillSSTR WEBS 2x4 DF STAND TC LATERAL SUPPORT <= 12"0C UON BC LATERAL SUPPORT <= 12"0C UON NOTE 2x4 BRACING AT 24"0C UON FOR ALL FLAT TOP CHORD AREAS NOT SHEATHED OVERHANGS 33 2 33 2" TRUSS SPAN 26' 0 0' LOAD DURATION INCREASE = 1 25 SPACED 24 0" 0 C LOADING LL( 20 0)+DL( 15 0) ON TOP CHORD = 35 0 PSF DL ON BOTTOM CHORD = 5 0 PSF TOTAL LOAD = 40 0 PSF LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL REQUIREMENTS OF CBC 2010 NOT BEING MET BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAO TOP AND BOTTOM CHORD LIVE LOADS ACT NON CONCURRENTLY Staple or equal at non structural vertical members (uon) Connector plate prefix designators C,CN,C18,CN18 (or no prefix) = CompuTrus, M,M20HS,H18HS,M16 = MiTek MT series BEARING LOCATIONS 0' 0 0" 26' 0 0" Inc 12-00 2-00 12-00 4-00-04 3-07-01 4-00-15 1 1,-03 12 4-00-15 3-07-01 -00-04 CBC2010/IBC2009 ( 20) 66 ( 2329) 225 ( 2107) 222 ( 0) 0 ( 1935) 208 ( 1935) 208 ( 0) 0 ( 2107) 222 ( 2329) 225 20) 66 1 2 3 4 4 6 7 8 9= 9 10= 10 11 = 2= 3= 4=( 5=( 6= MAX MEMBER FORCES 2 12=( 202) 2113 12 13=( 326) 2442 13 14=( 326) 2442 14 10=( 202) 2113 MAX VERT MAX HORZ BRG REACTIONS REACTIONS SIZE 97/ 1230V 170/ 32H 3 50" 97/ 1230V 170/ 32H 3 50' 4WR/G0F/Cq=1 00 3 12=( 171) 5 (2 4=( 9) 392 12 6=( 565) 131 13 6=( 0) 128 6 14=( 565) 131 8 14=( 9) 392 14 9=( 170) 5 REQUIREO BRG AREA SQ IN (SPECIES) 1 97 DF ( 625) 1 97 DF ( 625) VERTICAL DEFLECTION LIMITS LL=L/240, TL=L/18 MAX LL DEFL MAX TL DEFL MAX LL DEFL MAX TL DEFL MAX LL DEFL MAX TL DEFL 0 049" 0 086" 0 118" 0 234" 0 049" 0 086" 2' 2' 13' 13' 28' 28' MAX HORIZ LL DEFL = 0 037" MAX HORIZ TL DEFL = 0 073" Allowed Allowed • Allowed • Allowed • Allowed •• Allowed •• 25' 8 5 25' 8 5 0 277" 0 369" 1 271" 1 694 0 277 0 369" 1-03-1S This truss does not include any time dependent deformation for long term loading (creep) in the total load deflection The building designer shall verify that this parameter fits with the intended use of this component Wind 85 mph, h=15ft, TCDL=9 0,BCDL=3 0, ASCE 7 05, Enclosed, Cat 2, Exp C, MWFRS, interior zone, load duration factor=l 6 P 7-05-09 5-06-07 5-06-07 7-05-09 2-08 26-00 2-08 JOB NAME: 8287 EAVES AT CARLSBAD - 03 Scale 0 2239 Truss 03 DES BY EE DATE 5/10/2013 SEQ 5525801 TRANS ID 367994 WARNINGS 1 Builder and erection contractor should be advised of all General Notes and Warnings before conslruction commences 2 2x4 compression web bracing must be installed where shown + 3 Additional temporary bracing to insure stability dunng construction IS the responsibility ofthe erector Additional permaneni braang of the overall siructure is the responsibility of the building designer A No load should be applied lo any component until after all bracing and fasteners are complete and at no time should any loads greater than design loads be applied lo any componenl 5 CompuTrus has no control over and assumes no responsibility for the fabncation handling shipment and installation of components 6 This design is furnished subjecl lo the limitations sel forth by TPI/WTCA in BCSI copies of which will be furnished upon request MiTek USA Inc /CompuTrus Software 7 6 3-SP6(1 L)-Z GENERAL NOTES unless otherwise noted 1 This design is based only upon the paramelers shown and is for an individual building component Appficability of design paramelers and proper incorporation of component is the responsitiilily of the building designer 2 Design assumes the top and bottom chords lo be laterally braced at 2 o c and al 10 o c respectively unless braced throughout their length by continuous sheathing such as plywood sheathmg(TC) and/or drywall{BC) 3 2x Impact bridging or laleral bracing required where shown + + 4 Installation of truss is the responsibility of the respective contractor 5 Design assumes trusses are to be used in a non corrosive environment and are for dry condition of use 6 Design assumes full beanng al all supports shown Shim or wedge if necessary 7 Design assi;mes adequate drainage is provided 8 Plates shall be located on both faces of truss and placed so their center lines coincide with joint center lines 9 Digits indicate size of plate in inches 10 For basic connector plate design values see ESR 1311 ESR 1988 (MiTek) This design prepared from computer input by RAMONA LUMBER LUMBER SPECIFICATIONS TC 2x4 DF dUBTR BC 2x4 OF #UBTR WEBS 2x4 DF STAND TC LATERAL SUPPORT* BC LATERAL SUPPORT- 12 OC UON 12"0C UON NOTE 2x4-BRACING AT 24'OC UON FOR ALL FLAT TOP CHORD AREAS NOT SHEATHED OVERHANGS 33 2' Staple or equal at non structural verticai members (uon) Connector plate prefix designators C,CN,C18,CN18 (or"no''prefix) = CompuTrus, Inc M,M20HS,M18HS,M16 = MiTek MT series TRUSS SPAN 26' 0 0" CBC2010/IBC2009 LOAD DURATION INCREASE = 1 25 1 2=( 2332) 241 SPACED 24 0" 0 C 2 3=( 2109) 230 3 4=( 0) 0 LOADING 3 5=( 1936) 214 LL( 20 0)+DL( 15 0) ON TOP CHORD = 35 0 PSF 5 7=( 1935) 210 DL ON BOTTOM CHORD = 5 0 PSF 6 7=( 0) 0 TOTAL LOAO = 40 0 PSF 7 8=( 2107) 225 8 9=( 2329) 228 LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL 9 10=( 20) 66 REQUIREMENTS OF CBC 2010 NOT BEING MET BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD TOP BEARING MAX VERT AND BOTTOM CHORD LIVE LOADS ACT NON CONCURRENTLY LOCATIONS 0' 0 0" 26' 0 0" MAX MEMBER FORCES 4WR/GDF/Cq=1 00 2332) 241 1 11=( 219) 2117 2 11=( 177) 21 --- 12^1 ..... ... 12 13=( 330) 2443 13 9=( 204) 2113 REACTIONS 82/ 1040V 98/ 1243V VERTICAL DEFLECTION LIMITS MAX LL DEFL = 0 118" » 13 MAX TL DEFL = 0 234" ? 13 MAX LL DEFL = 0 049" g 28 MAX TL DEFL = 0 086" ? 28 3=( 13) 393 5=( 565) 129 5={ 0) 128 13=( 593) 133 13=( 10) 392 8=( 170) 5 MAX HORZ REACTIONS 148/ 32H 148/ 32H BRG SIZE 3 50" 3 50 REQUIRED BRG AREA SQ IN (SPECIES) 1 66 DF ( 625) 1 99 DF ( 625) LL=L/240, TL=L/18 0 0" Allowed 0 0" Allowed 8 6' Allowed 8 6" Allowed 1 271" 1 694" 0 277 0 369" MAX HORIZ MAX HOBIZ LL DEFL = 0 037" TL DEFL = 0 073" 25' 25' 12-00 2-00 12-00 4-00-04 3-07 01 4-00-15 T -03-12 4-00-15 3-07-01 4-00-04 1-03-1. 7-05-09 5-06 07 5-06-07 7-05-09 This truss does not include any time dependent deformation for long term loading (creep) in the total load deflection The building designer shall verify that this parameter fits with the intended use of this component Wind 85 mph, h=15ft, TCDL=9 0,BC0L=3 0, ASCE 7 05, Enclosed, Cat 2, Exp C, MWFRS, interior zone, load duration factor=l 6 iMax CSI. TC.0.48 BC.0.41 Web.oTSSi 26-00 2-08 JOB NAME: 8287 EAVES AT CARLSBAD - C4 Scale 0 2489 Truss- C4 DES BY EE DATE 5/10/2013 SEQ 5525802 TRANS ID 367994 lllllllllllllllllllllllllllllllllllllllllll WARNINGS 1 Builder and erection contractor should be advised of all General Notes and Warnings before construction commences 2 2x4 compression web bracing must be installed where shown + 3 Additional temporary bracing lo insure stability during construction IS the responsibility ot the erector Additional permanent bracing of the overall structure is the responsibility of the building designer 4 No load should be applied lo any component until after all bracing and fasteners are complete and at no time should any loads greater than design loads be applied to any componenl 5 CompuTrus has no control over and assumes no responsibility for the fabncation handling shipment and installation of components 6 This design is furnished subject to the limitations sel forth by TPI/WTCA in BCSI copies of which will be furnished upon request MiTek USA Inc/CompuTrus Software 7 6 3-SP6(1L)-Z GENERAL NOTES, unless otherwise noted 1 Thts design is based only upon the paramelers shown and is for an individual building component Applicability of design paramelers and proper incorporation of component is the responsibility of the building designer 2 Design assumes the top and bottom chords lo be lalerally braced at 2 oc and at 10 oc respectively unless braced throughout their length by continuous sheathing such as plywood shealhing(TC) and/or drywall{BC) 3 2x Impact bndging or laleral bracing required where shown + + 4 Installation of truss is the responsibility of the respective contractor 5 Design assumes taisses are to be used in a non corrosive environment and are for dry condition of use 6 Design assumes full beanng at all supports shown Shim or wedge if necessary 7 Design assumes adequate drainage is provided 8 Plates shall be located on both faces of truss and placed so their center lines coincide wilh joint center lines 9 Digits indicate size of plate in inches 10 For basic connector plate design values see ESR 1311 ESR 1988 (MiTek) 06-05-2013 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Plan Check Revision Permit No PCR13077 Building Inspection Request Line (760) 602-2725 Job Address Permit Type Parcel No Valuation Reference # PC # Project Title 2262 AVENIDA MAGNIFICA CBAD PCR 1672503800 Lot# 0 $0 00 Construction Type NEW CB121333 EAVES @ CBAD-DELETE ELECT SERVICE FEED FROM AN ADJACENT APARTMENT BUILDING Status Applied Entered By Plan Approved Issued Inspect Area ISSUED 05/23/2013 RMA 06/05/2013 06/05/2013 Applicant HARVEY CHRISTENSEN Owner AVALON II CALIF VALUE III L P 3973 CAMINITO AMPARO SAN DIEGO CA 92122 858 450-3020 4440 VON KARMAN AVE NEWPORT BEACH CA 92660 Plan Check Revision Fee Fire Expedited Plan Review Additional Fees $107 50 $0 00 $0 00 Tolal Fees $107 50 Total Payments To Date $107 50 Balance Due $0 00 Inspector FINAL APPROVAL Dale Clearance NOTICE Please take NOTICE ttiat approval of your project includes ttie "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions" You have 90 days from the dale this permit was issued to protest imposition of these fees/exactions It you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any olher 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 plarming, 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 vou have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired ^ CITY OF PLAN CHECK REVISION APPLICATION Development Services Building Division 1635 Faraday Avenue CARLSBAD B-15 760-602-2719 www carlsbadca gov Plan Check Revision No. j^C^ / J 0 7/' Origin;^! Plan Check No Project Address <P Z. /:s>^->i^v4 vOJU ^ < ?^a<.<F-cc^ Pate ^-'^'^ ' t'^ Contact V^\^^<gM'^1(^ ^C;;4<g<'3rrgv^-gte*i Ph^'Sgi ^-Sa <^q'^ Fax \- - ^C?g.o Email Vlgrvg;*^ <g V^** e^»/o (r^. Contact Addrp<;<;-3F^'T3 gA.v<».v<.-TQ ANC^/sgcp Citygfe.*^ DtEa<-^ Zip Q.'Z.l'ZZ General Scope of Work ^g&'^t*.^^ gc-ts-, Original plans prepared by an architect or engineer, revisions must be signed & stamped by that person. 1. Elements revised Plans • Calculations • Soils • Energy • Other. 2. Describe revisions In detail t XiO) 3. List page(s) where each revision is shown 4. List revised sheets that replace existing sheets 5. Does this revision, m any way, alter the exterior of the project? O Yes 6. Does this revision add ANY new floor area(s)? • Yes ^ No T. Does this revision affect any fire related issues? ^ Yes • No 8. Is this a complete set? • Yes JS^^ ^Signature /C^No No 1635 Faraday Avenue, Carlsbad, CA 92008 £12 760-602-2719 Fax 760-602-8558 ErnaL building@carlsbadca gov www carlsbadca qov EsGil Corporation In (PartnersHip wttfi government for (ButCdtng Safety DATE MAY 30, 2013 • APPLICANT • JURIS JURISDICTION CARLSBAD • PLAN REVIEWER • FILE PLAN CHECK NO 12-1333 (REV. #4) - NEW PCR #13-077 SET I PROJECT ADDRESS 2262 AVENIDA MAGNIFICA PROJECT NAME EAVES AT CARLSBAD El Thepla ns transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes I I The plans transmitted herewith will substantially comply with the junsdiction's codes when minor deficiencies identified below are resolved and checked by building department staff I I The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck I I The check list transmitted herewith is for your information The plans are being held at Esgil Corporation until corrected plans are submitted for recheck I I The applicant's copy of the check list is enclosed for the jurisdiction to fon/vard to the applicant contact person I I The applicant's copy of the check list has been sent to TYLOR FISHER 4440 VAN KARMAN, NEWPORT BEACH, CA 92660 EsGll Corporation staff did not advise the applicant that the plan check has been completed I I EsGll Corporation staff did advise the applicant that the plan check has been completed Person contacted TYLOR Telephone # 949-955-6201 Date contacted (by ) Email tylor_fisher@avalonbay com Fax # 949-724-9238 Mail Telephone Fax In Person E REMARKS Revisions to the electncal plans Sheets EO 1, E1 0 & E3 2 are impacted By ALI SADRE, S.E. Enclosures EsGll Corporation • GA • EJ • PC 5/28 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 CARLSBAD 12-1333 (REV. #4) - NEW PCR #13-077 MAY 30, 2013 [DO NOT PAY- THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE PLAN CHECK NO 12-1333 JURISDICTION CARLSBAD (REV. #4) - NEW PCR #13-077 PREPARED BY ALI SADRE, S.E. DATE MAY 30, 2013 BUILDING ADDRESS 2262 AVENIDA MAGNIFICA BUILDING OCCUPANCY B TYPE OF CONSTRUCTION V-B BUILDING PORTION AREA (Sq Ft) Valuation Multiplier Reg Mod VALUE ($) PLAN REVISION; Air Conditioning Fire Spnnklers TOTAL VALUE Jurisdiction Code CB By Ordinance Bldg Permit Fee by Ordinance Plan Check Fee by Ordinance Type of Review D Repetitive Fee Repeats • Complete Review • Other ,-, Hourlv 0 ^ EsGil Fee $107.50 • Structural Only $86 00 Hr.@ $86.00 Based on hourly rate Comments Sheet 1 of 1 CITY OF CARLSBAD PLAN CHECK REVIEW TRANSMITTAL Community & Economic Development Department 1635 Faraday Avenue Carlsbad CA 92008 www carlsbadca gov DATE: 6/04/13 PROJECT NAIVIE: eaves at carlsbad I^OJECT ID: PLAN CHECK NO: pcrlSOT? SET#:I ADDRESS: 2262 avenida ma^ca • APN: This plan check review Is complete and has been APPROVED by the fire Division. By: cwong A Final Inspection by the Division is required Yes • No This plan check review is NOT COMPLETE. Items missing or incorrect are listed on the attached checklist. Please resubmit amended plans as required. Plan Check Comments have been sent to: you may also have corrections from one or more of the divisions listed below. Approval from these divisions may be required prior to the issuance of a building permit Resubmitted plans should include corrections from all divisions. For questions or clarifications on the attached checl<list please contact the following reviewer as marked **APPROVED: **APPROVED: **APPROVED: THIS PROJECT HAS BEEN REVIEWED AND APPROVED FOR THE PURPOSES OF ISSUEANCE OF A BUILDING PERMIT. THIS PROJECT HAS BEEN REVIEWED AND APPROVED FOR THE PURPOSES OF ISSUEANCE OF A BUILDING PERMIT. THIS PROJECT HAS BEEN REVIEWED AND APPROVED FOR THE PURPOSES OF ISSUEANCE OF A BUILDING PERMIT. Remarks: **APPR0VED: THIS PROJECT HAS BEEN REVIEWED AND APPROVED FOR THE PURPOSES OF ISSUEANCE OF A BUILDING PERIVIIT. Page 1 of 2 THIS APPROVAL IS SUBJECT TO FIELD INSPECTIONS, ANY REQUIRED TESTS, FIRE DEPARTMENT NOTATIONS, CONDITIONS IN CORRESPONDENCE AND COMPLIANCE WITH ALL APPUCABLE CODES AND REGULATIONS. THIS APPROVAL SHALL NOT BE HELD TO PERMIT OR APPROVE ANY VIOLATION OF THE LAW. Page 2 of 2 Carlsbad Fire Department Plan Review Requirements Category PCR , Date of Report 06-04-2013 HARVEY CHRISTENSEN Reviewed by: Name Address 3973 CAMINITO AMPARO SAN DIEGO CA 92122 Permit # PCRI3077 Job Name. EAVES @ CBAD-DELETE ELECT Job Address. 2262 AVENIDA MAGNIFICA CBAD INO^MBJ-rFripfr'^^ At this time, this office cannot adequately conduct a review to determine compliancewi^_^''^SligaMes©Mes-^nd^ standards Please review carefully all comments attached ^^Ekase'^resgffiffiriEe^ plans and/or specific^orS^^^^^igtages "clouded", to this office for revig^^.^fd'Sp^oval Conditions: Cond: CON0006375 [MET] ** APPROVED. THIS PROJECT HAS BEEN REVIEWED AND APPROVED FOR THE PURPOSES OF ISSUEANCE OF A BUILDING PERMIT. THIS APPROVAL IS SUBJECT TO FIELD INSPECTIONS, ANY REQUIRED TESTS, FIRE DEPARTMENT NOTATIONS, CONDITIONS IN CORRESPONDENCE AND COMPLIANCE WITH ALL APPLICABLE CODES AND REGULATIONS THIS APPROVAL SHALL NOT BE HELD TO PERMIT OR APPROVE ANY VIOLATION OF THE LAW Entry 06/04/2013 By cwong Action. AP