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2261 COSMOS CT; ; CB141085; Permit
05-30-2014 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Commercial/Industrial Permit Permit No: CB141085 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type: Parcel No; Valuation: Occupancy Group: Project Title: 2261 COSMOS CT CBAD Tl Sub Type: INDUST 2130504000 Lot#: 0 $14,514.00 Construction Type: NEW Reference # Status: ISSUED Applied: 05/16/2014 Entered By: SKS Plan Approved: 05/30/2014 Issued: 05/30/2014 Inspect Area Plan Check #: CATALINA DESIGN GROUP- ADD 2 EXTERIOR ROLL-UP DOORS TO REAR OF BUiLDING Applicant: MCLOUGHLIN JIM Owner: CATALINA DEVELOPMENT LLC 2261 COSMOS CT CARLSBAD CA 92011 760-908-3271 2261 COSMOS CT CARLSBAD CA 92011 Building Permit $175.87 Meter Size Add'l Building Permit Fee $0.00 Add'l Reel. Water Con. Fee $0.00 Plan Check $123.11 Meter Fee $0.00 Add'l Building Permit Fee $26.89 SDCWA Fee $0.00 Plan Check Discount $0.00 CFD Payoff Fee $0.00 Strong Motion Fee $3.05 PFF (3105540) $0.00 Park Fee $0.00 PFF (4305540) $0.00 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) $0.00 BTD #3 Fee $0.00 Traffic Impact Fee (4305541) $0.00 Renewal Fee $0.00 PLUMBING TOTAL $0.00 Add'l Renewal Fee $0.00 ELECTRICAL TOTAL $0.00 Other Building Fee $0.00 MECHANICAL TOTAL $0.00 Pot. Water Con. Fee $0.00 Master Drainage Fee $0.00 Meter Size Sewer Fee $0.00 Add'l Pot. Water Con. Fee $0.00 Redev Parking Fee $0.00 Red. Water Con. Fee $0.00 Additional Fees $0.00 Green BIdg Stands (SB1473) Fee $1.00 HMP Fee ?? Fire Expedidted Plan Review $0.00 Green BIdg Standards Plan Chk ?? TOTAL PERMIT FEES $329.92 Total Fees: $329.92 Total Payments To Date: $329.92 Balance Due: $0.00 Inspector: FINAL AP. Date: ^ APPROVAL Clearance: NOTICE: Please tal<e NOTICE that approval of your project includes the 'Imposition" of fees, dedications, reservations, or other exactions hereafter collectively refen-ed to as "fees/exactions." You have 90 days from the date this pennit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad IVIunicipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which vou have previouslv been given a NOTICE similar to this, or as to which the statute of limitations has oreviouslv othenA/lse expired. THE FOLLOWING APPROVALS REQUIRED PRIOR TO PERMIT ISSUANCE: ^^yt^Wm ^^EW^INEERING ^^^jgClLDING C^tiBE^ • HEALTH •HAZMAT/APCD CITY OF CARLSBAD Building Permit Application 1635 Faraday Ave., Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 email: building@carlsbadca.gov www.carlsbadca.gov Plan Check No Cfc ^ <-/ / Q^^ Est.Value ^IM ,<;"! L/ - PlanCk^posIt;^ — A^^^ Date APN * SWPPP JOB ADDRESS 2261 Cosmos Court, Carlsbad CA 92011 SUITE«/$PACE*/UNIT* n/a 213 - 050 - 40 TENANT BUSINESS NAME ^ Catalina T ' CT/PROJECT # # BATHROOMS CONSTR. TYPE DESCRIPTION OF WORK: Include Square Feet ofAffacted Areafs) Adding Qty (2) 12x12 Roll-Up Doors to our Builidng EXISTING USE PROPOSED USE GARAGE (SF) PATIOS (SF) DECKS (SF) FIREPLACE YESQ* NOTTI AIR CONDITIONING YES I INOITI FIRE SPRINKLERS YESr7|N0[~~| APPLICANT NAME Primary Contact Jim McLoughlin PROPERTYOWNER Jim McLoughlin ADDRESS 2261 Cosmos Court ADDRESS 2261 Cosmos Court CITY Carlsbad STATE CA 92011 CITY Carlsbad STATE CA ZIP 92011 PHONE (760)908-3271 FAX n/a PHONE (760)908-3271 FAX EMAIL jmcloughlin@catalinadesign.com EMAIL jmcloughlin@catallnadesign.com DESIGN PROFESSIONAL n/a CONTRACTOR BUS. NAME ADDRESS ADDRESS CITY STATE ZIP CITY STATE ZIP PHONE FAX PHONE FAX EMAIL CLASS CITV BUS. LIC.# (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its Issuance, also requires the applicant for such permit to file a signed statement that he Is licensed pursuant to the provisions ofthe Contractor's License LawfChajJter 9, commendingwlth Section 7000 of Division 3 of the Business and Professions Code) or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars {$500}). WORKERS- COMPENSATION Workers' Compensation Declaration: / hereby affinn under penalty of perjury one ofthe following declarations: Bl have and will maintain a certificate of consent to self-insure for woriters' compensation as provided by Sectbn 3700 of the Labor Code, for the perfonnance of the work for wtiich this pennit is issued. I have and will maintain woriters' compensatian, as reguired bv Section 3700 of the Labor (Me, tor the perfonnance of the work for which this pennit is issued. My workers' compensation insurance earner and polk^ number are: Insurance Co. Policy No. Expiration Date This seciion need not be completed if the pemiit is for one hundred dollars ($100) or less. I I Certificate of Exemption: I certify that in the perfomiance of the work for which this pemnit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of Califomia. WARNING: Failure to secure woriters' compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars (&100,000), in addition to tlie cost of compensation, damages as provided for in Section 3706 of ths Labor code, interest and attomey's fees. JS^ CONTRACTOR SIGNATURE • AGENT DATE OWNER-BUILDER DECLARATION / hereby affinn that I am exempt fnm Con/ractor's L/cense Law for the following reason; I /1 I, as owner of the property or my employees with wages as their sole compensation, will do the work and the stmcture is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such Improvements are not Intended or offered for sale. If, however, the building or Improvement is sold within one year of completion, the owner-buikler will have the burden of proving that he did not bulk! or Improve for the purpose of sale). • • I, as owner of the property, am exclusively contracting with licensed contractors to constmct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). I am exempt under Section _ .Business and Professions Code for this reason; 1.1 personally plan to provide the major labor and materials for construction of the proposed property improvement. QVes I iNo 2.1 (have / have not) signed an applk:atk>n for a building pemiit for the proposed work. 3.1 have contracted with the folkiwing person (fimi) to provide the proposed constmction (include name address / phone / contractors' lk:ense number): 4.1 plan to provide portions of the work, but I have hirod the folkiwing person to cooniinate, supen/ise and provide the major work (include name / addross / phone / contractors' license number): 5.1 will provide some of the work, but I have contracted (hired) the following persons to provide the work indk:ated (include name / address / phone / type of work): ^gTpROPERTY OWNER SIGNATUREf QAGENT DATE COMPLETE THIS SECTION FOR N O N - R E S i D E N T I A L BUILDING PERMITS ONLY Is the applteant or future buikiing occupant required to submit a business plan, acutely hazardous materials registration form or risIt management and prevention program under Secttons 25505,25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? Yes No Is the applicant or future building occupant required to obtain a pemiit from the air pollution control district or air quality management district? Yes No Is the facility to be constnjcted 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 HAY 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. CONSTRUCTION LENDING AGENCY I hereby afiinn that there Is a construction lending agency for the perfonnance of the work this pennit is issued (Sec. 3097 (i) Civil Code). Lender's Name Lender's Address APPLICANT CERTIFICATION I cetti^ that I have read the application and state thatthe above infbmiatian Is conectand that the infomiation on the plans Is accurate. I agree to comply with all CKy oidinances and Stale laws relating to building constructkin. I heretiy aulhorize lepresentative ofthe City of Carlstiad to enter upon the atxive mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEIVINIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA peimit is required for excavations over 5'0' deep and demolition or constmctbn of structures over 3 stoiies in height. EXPIRATION; Every pennit issued tiy the BtiiHInsKpilicial under Ihe proyisie«s of this Code shall expire by limitation and become null and void if the building or vwrk authorized by such pennit is not commenced wtthin 180 days from the date of such peimit or/he buildibg or worit authojj^ by abch pemiit is suspended or abandoned at any time after the wortt is commenced for a period of 180 days (Section 106.4.4 Unifonn Building Code). je^i APPLICANT'S SIGNATURE DATE l/l STOP: THIS SECTION NOT REQUIRED FOR BUILDING PERMIT ISSUANCE. Complete the following ONLY if a Certificate of Occupancy will be requested at final inspection. Fax (760) 602-8560, Email buildina(8)cai1sbadca.aov or Mail the completed forni to City of Carisbad, Building Division 1635 Faraday Avenue, Carisbad, Califomia 92008. C0#: (Offl<» Use Only) CONTACT NAME OCCUPANT NAME ADDRESS BUILDING ADDRESS CITY STATE ZIP CITY STATE ZIP Carlsbad CA PHONE FAX EMAIL OCCUPANT'S BUS. LIC No. DELIVERY OPTIONS PICK UP: CONTACT (Listed above) OCCUPANT (Listed above) CONTRACTOR (On Pg. 1) MAILTO: CONTACT (Listed above) OCCUPANT (Listed above) CONTRACTOR (On Pg. 1) MAIL/FAX TO OTHER: ASSOCIATED CB# NO CHANGE IN USE / NO CONSTRUCTION CHANGE OF USE / NO CONSTRUCTION ASSOCIATED CB# NO CHANGE IN USE / NO CONSTRUCTION CHANGE OF USE / NO CONSTRUCTION >eS'APPLICANT'S SIGNATURE DATE Inspection List Permit#: CB141085 Type: Tl INDUST CATALINA DESIGN GROUP-ADD 2 EXTERIOR ROLL-UP DOORS TO REAR O Date Inspection Item Inspector Act Comments 07/08/2014 19 Final Structural - Rl ROLL UP DOOR FINAL 07/08/2014 19 Final Structural PY AP 06/13/2014 14 Frame/Steel/Bolting/Weldin MC AP SEE CARD 06/11/2014 14 Frame/Steel/Bolting/Weldin PY NR Wednesday, July 09, 2014 Page 1 of 1 mm mmm. SPECIAL mPEmns 7380 Park Ridge Blvd. Unit 124 • San Dief o, CA 92120 (858) 205-2333 RiaiSTERED INSPECTdR'S DAILY REPORT ICBO/ICC ALL CITIES & JURISDICTIONS INSPBCTION & MATERIAL TESTING ^„ •••in.irii.ii.i.i. . •••r- • , n • ' - f''^, • Sfructorat Steet AsEBembly Q Quafliy TYPE OF INSPECTION REQUIRED JabAddran ...... • Reinforced Concmte • Post Tensioried Concrete • Staictufat Masonry • Firasproofing • Asjahatt O Wpm/ Amhom • Oiwr ctty tjnw.drstrueluc* PmMHNiinaMr BF '-"1 Brett Albllnger ittSfecmON SUMMARY - 7*^ .ft?,:': L LOCATIONS OF INSPECTED. TiST SAI^LiS m«EN, WC*«IC RE«CT10, JOi W«38te«©. W«>S«£S REMARKS, ETC. INCLUBES INFORMATK^i ABOUT AMOUNTS OF MATERW4 PLACiOOR ^WO«K fWORfcBSSis NUMBER. TWE ANO IDENTIFICATION NUMBERS OF SMAPLES TAKEN STRUCTUWSkL GONMEGTIONS ftMtO WVPEH.T. BOLTS TCTtaUBD)CWECKED. ETC. ; '-•fl.. i4-Ig:- ;K y ? i=f^—..•,IS„LA Ue, S =4. SAMPLES CQHgRETE GRWT JgjQCKPWSMS PAGE J OF TWIEM TIMEOUT REG. TOURS 0T1.6X 0T2X 1 CSRTIFtCAtK)Njg&BplW%lAHCE: To ttw best Ot my laioiMe<lge, all of raiJGrted voNrk. ut^Ms^giiMMtfraMtCls wttti t» approved pisos, tpecitaxions, and All mipwsUons teSodon awiwmum of 4 tteai-Am A t»u» » a houw moiniuiB. Any irwpocUom wnwidina pMi woelp wlH feafWged wan 8 hpurininiHium; APPROVED • ? \ ] SD#656 Pt^JECT SUPERI«Tf WSWr /CC# 0881693-88/84^9 Print ^2.C} (ZQS^riS Pagelof2 Subject: Ke: Catalina, Carlsbad From: amiraftab@aol.com (amiraftab@aol.com) To: sdsteelsolutions@yahoo.com; Date: Tuesday, June 10, 2014 11:52 AM Scott, Yes I found it too. It is ok to substitute to Hilti Hy-200. Thanks, Ahmad Miraftab, P.E. A M Engineers 325 West Third Ave, Ste 205 Escondido, CA. 92025 Tel: (760) 741-7306 Fax: (760) 738-8364 Original Message— From: SD Steel Solutions <sdsteelsolutions@yahoo.com> To: amiraftab <amiraftab@aol.com> Sent: Tue, Jun 10, 2014 11:48 am Subject: Re: Catalina, Carlsbad Ahmad, ICC Report attached Scott We have Moved! Effective March 17'^ 2014 our new address is: 579 Enterprise Street Escondido. CA 92029 Our phone, fax and e-mail remain the same Ph 760-489-9990 Fx 760-489-8610 From: "amiraftab@aol.com" <amiraftab@aol.com> To: sdsteelsolutions@yahoo.com Sent: Tuesday, June 10, 2014 11:41 AM Subject: Re: Catalina, Carlsbad Scott, I need to look at the ICC report for that. If you have the number, please send it to me to look at. https://us-nig5.mail.yahoo.coni/neo/launch?.rand=61k4f2etbpbor 6/10/2014 Print Page 2 of 2 Thanks, Ahmad Miraftab, P.E. A M Engineers 325 West Third Ave, Ste 205 Escondido, CA. 92025 Tel: (760) 741-7306 Fax: (760) 738-8364 —Original Message— From: SD Steel Solutions <sdsteelsolutions@yahoo.com> To: Ahmad Miraftab <amiraftab@aol.com> Sent: Tue, Jun 10, 2014 11:09 am Subject: Catalina, Carlsbad Ahmad, We are scheduled to install the steel framing at Catalina, Carlsbad tomorrow. We would like to substitute the Simposn Epoxy for HILTI HY-200 Will the HILTI work for this application? Thanks Scott Jambeau Project Manager We have Moved! Effective March 17* 2014 our new address is: 579 Enterprise Street Escondido. CA 92029 Our phone, fax and e-mail remain the same Ph 760-489-9990 Fx 760-489-8610 https://us-mg5.mail.yahoo.coin/neo/launch?.rand=61k4f2etbpbor 6/10/2014 EsGil Corporation In PartnersAip witA government for (BuiCding Safety DATE: May 22, 2014 • APPLICANT • JURIS. JURISDICTION: Carlsbad • PLAN REVIEWER PLAN CHECK NO.: 14-1085 SET: I PROJECT ADDRESS: 2261 Cosmos Ct. PROJECT NAME: Adding Roll-Up Doors • FILE A1 The plans 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 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 jurisdiction to fonward to the applicant contact person. I I The applicant's copy of the check list has been sent to: IXI EsGil 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: Telephone #: Date contacted: (by: ) Email: Fax #: Mail Telephone Fax In Person • REMARKS: By: Kurt Culver Enclosures: EsGil Corporation • GA • EJ • MB • PC 5/19/14 9320 Chesapeake Drive, Suite 208 • San Diego, Califomia 92123 • (858)560-1468 • Fax (858) 560-1576 PLAN CHECK PLAN CHECK Community & Economic CITY OF REVIEW Development Department 1635 FaradayAvenue CARLSBAD TRANSMITTAL Carlsbad CA 92008 www.carlsbadca.gov DATE: 5/27/14 PROJECT NAME: Catalina tenant improvement PROJECTID: PLAN CHECK NO: CB 141085 SET#: I ADDRESS: 2261 Cosmos Ct APN: 213-050-40 VALUATION: $14,514 APPLICANT CONTACT: jnicloughlin(a)catalinadesign.com X THs plan check review transmittal is to notify you of clearance by: LAND DEVELOPMENT ENGINEERING DIVISION Final Inspection by the Construction & Inspection Division is required: Yes No X ^*'=*f For status from a division not marked below, please call 760-602-2719 This plan check review is NOTCOMPLETE Items missing or incorrect are listed on the attache d checklist. Please resubmit amended plans as required. 1 tAND DEVELOPMENT ENG. I 760-602-2750 | 760 ••6C32-46 63 * •7;:.::.C-\ :• :<.: '{ \/ linda Ontiveros 760-602-2773 Linda.OiitiYeros@carIsbadca.gov Remarks: PLANNING DIVISION Development Services Planning Division BUILDING PLAN CHECK Development Services Planning Division CITY OF APPROVAL 1635 Faraday Avenue CARLSBAD P-29 (760) 602-4610 www.carlsbadca.eov DATE: 5/16/14 PROJECT NAME: T.I. PROJECTID: PLAN CHECK NO: CB141085 SET#: ADDRESS: 2261 COSMOS CT APN: ^ This plan check review is complete and has been APPROVED by the PLANNING Division. By: GINA RUIZ A Final Inspection by the PLANNING Division is required • Yes ^ No You may also have corrections from one or more of the divisions Hsted 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 COiyiPLETE. Items missing or incorrect are listed on the attached checklist. Please resubmit amended plans as required. Plan Check APPROVAL has been sent to: JMCLOUGHLIN@CATALINADESIGN.COM For questions or clarifications on the attached checklist please contact the foliowing 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.fiov 1 1 Kathleen Lawrence 760-602-2741 Kathleen.Lawrence@carlsbadca.fiov Greg Ryan 760-602-4663 Grefiorv.Rvan@carlsbadca.fiov 1 1 Gina Ruiz 760-602-4675 Gina.Ruiz@carlsbadca.fiov 1 1 Linda Ontiveros 760-602-2773 Llnda.Ontiveros@carlsbadca.gov Q Cindy Wong 760-602-4662 Cvnthla.Wonfi@carlsbadca.fiov • • 1 1 Dominic Fieri 760-602-4664 Dominic.Fieri@carlsbadca.fiov Remarks: Community & Economic Development Department 1635 Faraday Avenue Carlsbad CA 92008 www.carlsbadca.gov ^ CITY CARLSBAD O F PLAN CHECK REVIEW TRANSMITTAL DATE: 05.28.2014 PROJECT NAME: CATALINA DESIGN GROUP PROJECT ID: CB141085 PLAN CHECK NO: 1 SET#: 1 ADDRESS: 2261 COSMOS CT APN: 167-101-35-00 Kl • This plan check review is complete and has been APPROVED by the FIRE Division. By: G. RYAN A Final Inspection by the FIRE Division is required ^ ves • No 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 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 checklist please contact the following reviewer as marked: PLANNING 760-602-4610 ENGINEERING 760^02-2750 FIRE PREVENTION 760402-4665 1 1 Chris Sexton 760-602-4624 Chris.Sexton@carlsbadca.gov 1 1 Kathleen Lawrence 760-602-2741 Kathleen.Lawrence@carlsbadca.fiov X Greg Ryan 760-602-4663 Greeorv.Rvan@carlsbadca.gov 1 1 Gina Ruiz 760-602-4675 Gina.Ruiz@carlsbadca.gov 1 1 Linda Ontiveros 760-602-2773 Linda.Ontiveros@carlsbadca.fiov • Cindy Wong 760-602-4662 Cynthia.Wong@carlsbadca.fiov • 1 1 Dominic Fieri 760-602-4664 Dominic.Fieri@carlsbadca.gov Remarks: See Attached Carlsbad Fire Department Plan Review Date of Report: Name: Address: Pemiit #: Job Name: Job Address: Requirements Category: TI, INDUST 05-28-2014 JIM MCLOUGHLIN 2261 COSMOS CT CARLSBAD CA 92011 CB141085 CATALINA DESIGN GROUP- ADD 2 2261 COSMOS CT CBAD Reviewed by: /7 Please review carefully all comments attached. Conditions: CITY OF CARLSBAD FIRE DEPARTMENT - APPROVED: THIS PROJECT HAS BEEN REVIEWED AND APPROVED FOR THE PURPOSES OF ISSUANCE OF BUILDING PERMIT. THIS APPROVAL IS SUBJECT TO FIELD INSPECTION AND REQUIRED TEST, NOTATIONS HEREON, CONDITIONS IN CORRESPONDENCE AND CONFORMANCE WITH ALL APPLICABLE REGULATIONS. THIS APPROVAL SHALL NOT BE HELD TO PERMIT OR APPROVE THE VIOLATION OF ANY LAW. Entry: 05/28/2014 By: GR Action: AP AMENeiNEERS Consulting structural engineers 325 W. 3rd Ave., Suite 205 • Escondido, CA. 92025 Phone (760) 741-7306 • Fax (760) 738-8364 PROJECT NAME PROJECT NO. CLIENT STRUCTURAL CALCULATIONS 2261 Cosmos roll up door addition 2014023 Catalina Design Group This signature is to be a wet signature not a copy APPROVED : DATE SIGNED DESIGNED BY : DATE : A. M. May, 2014 RECEIVED MAY 1 6 2014 CITY OF CARLSBAD BUILDING DIVISION AMENBINEERS Consulting Structural Engineers 325 W. 3rd Ave., Suite 205, Escondido, CA. 92025 Phone(760) 741-7306 Fax(760) 738-8364 DESIGN CRITERIA (Roof Loading) Roofing Wt. Plywood Sub-purlin Purlin Beam Plumbing Insulation Misc. 2.0 psf 1.5 psf 1.0 psf 2.0 psf 2.0 psf 2.0 psf 0.5 psf 1.0 psf DL= LL= 12 psf 20 psf Seismic: Wind: Seismic Design Category: D V=0.1266W Exp. "C" , Basic Wind Speed =85 mph , Pmax= 15.90 psf Soils: Brg.=1000 psf Concrete: f0=2500 psi for footings and slab Reinforc: Fy=60000 psi for #5 and greater Fy=40000 psi for #4 and smaller Lumber: DF/L #1 for 2x rafters, 2x Joists, beams and posts. DF/L#2 for 2x studs. 24F-V4 for simple span glue-laminated beams 24F-V8 for continuous glue-laminated beams Steel: ASTM A500, grade B for tubular sections ASTM A501, or ASTM A53, type E grade B for circular sections ASTM A572 grade 50 for ali other sections. Masonry: fm=1500 psi Weld: Welding should conform to AWS D1-1. All welding shall be done by electric arc process using approved rods and perfonned by certified welders. All fabrication and welding shall be performed In the shop of an approved fabricator. The approved fabricator must submit a certificate of compliance in accordance with C.B.C. All field welding requires continuous special inspection and all shop welding requires periodic special inspection. Code: C.B.C. 2013 edition 1 A M ENGINEERS Consulting Structural Engineers (760)741-7306 JOB- SHEET NO. -2- CALCULATED BV . OF DATE. CM^-I^^ il^^fi- /H^gu Vi- f^^lt^C-^ $1^ Mift y^f ^ A M Engineers 325 W. 3Rd. Ave., Suite 205 Escondido, CA. 92025 (760) 741-7306 Project Title: Catalina roll up door addition Engineer: AM Project ID: Project Descr opening in existing concrete wall 2014023 Title Block Line 6 Printed 14M/tV2014 6G8PM Concrete Beannt . , Description: Concrete (Intel over new openings OODBmPBRmUBS " - - Licenseo : AM ENGINEERS Calculations per ACI 318-11, IBC 2012, ASCE 7-10 Load Combination Set: ASCE 7-10 Material Properties 1/2 fr= fc *7.50 V Density X LtWt Factor Elastic Modulus fy - Main Rebar E - Main Rebar 3.0 ksi = 410.792 psi 145.0 pcf 1.0 3,122.0 ksi 40.0 ksi 29,000.0 ksi d) Pill Values Flexure: 0.90 Shear: 0.750 P1 = 0.850 Fy - Stirrups E - Stirrups = Stirrup Bar Size # = Number of Resisting Legs Per Stirup = 40.0 ksi 29,000.0 ksi # 3 2 Load Combination ASCE 7-10 6"wx 1 Span' C^rQ$si|efetl!Qf)i Rectangular Section, Widtti = 6.0 in, Heigtit = 169.0 in Span#1 Reinforcing.... 1-#4 at 3.0 In from Bottom, from 0.0 to 12.0 ft in tills span 1 -#4 at 48.0 in from Bottom, from 0.0 to 12.0 ft in ttiis span 144 at 24.0 In from Top, from 0.0 to 12.0 ft in this span 1-#4 at 48.0 in from Top, from 0.0 to 12.0 ft in this span 1-#4 at 24.0 in from Bottom, from 0.0 to 12.0 ft In this span ^4A at 6.0 in from Top, from 0.0 to 12.0 ft in this span 1-#4 at 48.0 in from Top, from 0.0 to 12.0 ft In this span Service loads entered. Load Factors will be applied for calculations. Load for Span Number 1 Unlfcirrti Load: D = 1.20. Lr = 0.240 m. Tributary Width = 1.0 ft Maximum Bending Stress Ratio Section used for this span Mu: Applied Mn * Phi: Allowable Load Combination Location of maximum on span Span # where maximum occurs 0.074:1 Typical Section -21.865k-ft 296.670 l^-ft +1,20D+1.60Lr-K).50L+1,60H 0.000ft Span # 1 Maximum Deflection Max Dovmward L+Lr+S Deflection Max Upward L+Lr+S Deflection Max Dovmward Total Deflection Max Upvrard Total Deflection 0.000 in 0.000 in 0.000 in 0.000 in Ratio = Ratio = Ratio = Ratio = O<360 0<360 999 999 Support notation: Far left is #1 Load Combination Support 1 Support 2 Overall MAXimum^ Overall MINImum DOnly LrOnly D+Lr 1.440 7.200 1.440 8.640 1.440 7.200 1.440 8.640 Shear Stirrup Reguirementej Entire Beam Span Length: Vu < PhlVc/2, Req'd Vs = Not Reqd, use stiniips spaced at 0.000 In Maximtim Forces & Stresses t0r>l.oa^l,Ccftnblt»at<tans Load Combination Segment Length Span # Locatton (ft in Span Bending Stress Results (k-flj Mu: Max Phl*Mnx Stress Rate l\WXimum BENDING Envelope Span # 1 12.000 -21.87 296.67 0.07 A M Engineers 325 W. 3Rd. Ave., Suite 205 Escondido, CA. 92025 (760)741-7306 Title Block Line 6 Project Title: Engineer: Project DesCT: Catalina roll up door addition AM opening In existing concrete wall Proiect ID: 2014023 Pnnted 14 MAY 2014 6 08PM Concrete Beiajn?,,. Description: Concrete lintel over new openings •OlSkC. .t'lEN^R0A';1icalaiiiiasc6 k fetemi4f26-i| Load Combination Location (ft) in Span Bendl ng Stress Results (k-fl) Segment Length Span* Location (ft) in Span Mu:Max Phi*Mnx Stress Ratio +1.40D+1.60H Span#1 1 12,000 -20.14 296.67 0.07 +1.20D-K).50Lr+1.60L+1.60H Span#1 1 12.000 -18.70 296.67 0.06 +1.20D+1,60LtO.50S+1,60H Span#1 1 12.000 -17.26 296.67 0.06 +1.20D+1,60Lr-t0.50L+1.60H Span#1 1 12.000 -21.87 296.67 0.07 +1.20D+1.60Lr-K).50W+1.60H Span#1 1 12.000 -21.87 296.67 0.07 +1.20D-K),50L+1.60S+1.60H Span#1 1 12.000 -17.26 296.67 0.06 +1.20D+1.60S+0.50W+1.60H Span#1 1 12.000 -17.26 296.67 0.06 +1.20D-K).50Lr-K).50L-tW+1.60H Span#1 1 12.000 -18.70 296.67 0.06 +1.20D-K).50L-K).50S+W+1.60H Span#1 1 12.000 -17.26 296.67 0.06 +1.20D-t0.50L-K).20S+E+1.60H Span#1 1 12.000 -17.26 296.67 0.06 •K).90D+Wt0.90H Span#1 1 12.000 -12.95 296.67 0.04 •K).90D^€-K).90H Span #1 1 12.000 -12.95 296.67 0.04 Overall Maximuiti. Peffectiont' Unfactored Lqadf Load Combination Span Max. •-•Defl Location In Span Load Combinatton Max. •+• Defl Locatton In Span D-M-r 1 0.0000 5.8 80 0.0000 0.000 Detailed Shear Information Span Distance 'd' Vu k) Mu d*Vu/Mu Phrvc Comment Phl*Vs PhI'Vn Spacing (In) Load Combination Number (n) (in) Actual Design (k-ft) (k) (k) (k) Req'd Suggest +1.20D+1.60Lr40.50W+1.60H i 0.00 163.00 10.94 10.94 21.87 1.00 77.46 Vu < PhlVc/2 Not Reqd 77.5 0.0 0.0 +1.20D+1.60Lr-tO.50W+1.60H t 0.03 163.00 10.90 10.90 21.57 1.00 77,46 Vu < PhiVc/2 Not Reqd 77.5 0.0 0.0 +1.20D+1.60Lr-K).50W+1.60H ^ 0.05 163.00 10.85 10.85 21.28 1.00 77.46 Vu < PhiVc/2 Not Reqd 77.5 0.0 0.0 +1.20D+1.6OLr4O.50W+1.60H i 0.08 163.00 10.80 10.80 21.00 1.00 77.46 Vu < PhiVd2 Not Reqd 77.5 0.0 0.0 +1.20D+1.60Lr40.50W+1.60H i 0.11 163.00 10.75 10.75 2071 1.00 77.46 Vu < PhlVG/2 Not Reqd 77.5 0.0 0.0 +1.20D+1.60LrtO.50W+1.60H i 0.13 163.00 10.70 10.70 20.42 1.00 77.46 Vu < PhlVc/2 Not Reqd 77.5 0.0 0.0 +1.20D+1.60Lr-K).5OV\/+1.6OH i 0.16 163.00 10.65 10.65 20.14 1.00 77.46 Vu < PhlVtf2 Not Reqd 77.5 0.0 0.0 +1.20D+1.60Lr-K).50W+1.60H i 0.19 163.00 10.60 10.60 19.85 1.00 77.46 Vu < PhiVc/2 Not Reqd 77.5 0.0 0.0 +1.20D+1.60Lr40.50W+1.60H •) 0.21 163.00 10.55 10.55 19.57 1.00 77.46 Vu < PhlVc/2 Not Reqd 77.5 0.0 0.0 +1.20D+1.60Lr-K).50W+1.60H i 0.24 163.00 10.51 10.51 19,29 1.00 77.46 Vu < PhlVc/2 Not Reqd 77.5 0.0 0.0 +1.2OD+1.60Lr-*O.50W+1.60H i 0.27 163.00 10.46 10.46 19.01 1.00 77.46 Vu<PhiVc/2 Not Reqd 77.5 0.0 0.0 +1.20D+1.60Lr+0.50W+1.60H i 0.29 163.00 10.41 10.41 18.73 1.00 77.46 Vu < PhiVc/2 Not Reqd 77.5 0.0 0.0 +1.20D+1.60Lr-K).50W+1.60H i 0.32 183.00 10.36 10.36 18.46 1.00 77.46 Vu<PhlVc;2 Not Reqd 77.5 0.0 0.0 +1.20D+1.60Lr-K).50W+1.60H •] 0.35 163.00 10.31 10.31 18.18 1.00 77.46 Vu < PhiVc^2 Not Reqd 77.5 0.0 0.0 +1.20D+1.60Lr+0.50W+1.60H i 0.37 163.00 10.26 10.26 17.91 1.00 77.46 Vu<PhiVc/2 Not Reqd 77.5 0.0 0.0 +1.200+1.60Lr-tO.50W+1.60H i 0.40 163.00 10.21 10.21 17.63 1.00 77.46 Vu < PhiVc/2 Not Reqd 77.5 0.0 0.0 +1.20D+1.60Lr-K).50W+1.60H i 0.43 163.00 10.17 10.17 17.36 1.00 77,46 Vu < PhiVc/2 Not Reqd 77.5 0.0 0.0 +1.20D+1.60Lr-K),50W+1.60H i 0.45 163.00 10.12 10.12 17.09 1.00 77.46 Vu < PhiVc/2 Not Reqd 77.5 0.0 0.0 +1.20D+1.60Lr+0.50W+1.80H i 0.48 163.00 10.07 10.07 16.82 1.00 77.46 Vu < PhiVc/2 Not Reqd 77.5 0.0 0.0 +1.20D+1,60Lr-K).50W+1.60H i 0.51 163.00 10.02 10.02 16.55 1,00 77.46 Vu < PhiVc/2 Not Reqd 77.5 0.0 0.0 +1.20D+1.60Lr-tO,50W+1.60H i 0.53 163.00 9.97 9.97 16.29 1.00 77.46 Vu < PhiVc/2 Not Reqd 77.5 0.0 0.0 +1.20D+1.60Lr-K).50W+1.60H i 0.56 163.00 9.92 9.92 16.02 1.00 77.46 Vu<PhiVc/2 Not Reqd 77.5 0.0 0.0 +1.20D+1.60Lr-K).50W+1.60H i 0.59 163.00 9.87 9.87 15.76 1.00 77.46 Vu<PhlVc/2 Not Reqd 77.5 0.0 0.0 +1.200+1.60Lr+0.50W+1.60H •) 0.61 163.00 9.83 9.83 15.50 1.00 77.46 Vu<PhiVc/2 Not Reqd 77.5 0.0 0.0 +1.20D+1.60Lr-tO.5OW+1.60H i 0.64 163.00 9.78 9.78 15.23 1.00 77.46 Vu < PhiVc/2 Not Reqd 77.5 0.0 0.0 +1.20D+1.60Lr+0.50W+1.60H , 0.67 163.00 973 9.73 14.97 1.00 77.46 Vu < PhiVc/2 Not Reqd 77.5 0.0 0.0 +1.20D+1.60Lr-(0,50W+1,60H •) 0.69 163.00 9.68 9.68 14.72 1.00 77.46 Vu<PhiVc/2 Not Reqd 77.5 0.0 0.0 +1.20D+1.60Lr+0.50W+1,60H i 0.72 163.00 9.63 9.63 14.46 1,00 77.46 Vu < PhiVc/2 Not Reqd 77.5 0.0 0.0 +1.20D+1.60Lr-K).50W+1.60H i 0.75 163.00 9.58 9.58 14.20 1.00 77.46 Vu < PhiVc/2 Not Reqd 77.5 0.0 0.0 % \ II E)<!STINQ_PURU.N I II «8'-0" o.c, (TYP.) I -EXISTING GIULAM BEAM PARTIAL ROOF FRAMING PLAN 1 A M Engineers 325 W. 3Rd. Ave., Suite 205 Escondido, CA. 92025 (760)741-7306 Project Title: Catalina roll up door addition Engineer: AM Proiect ID: 2014023 Project Descr: opening in existing concrete wall Title Block Line 6 Lic.#: KW-06008106 P-n'ed H MAY 2014,11:23AM 11 jM£i^L^.i^Mi^4/m-t?M^f'f4:t:26 Licensee : AM ENGINEERS Exissting concrete walls Risk Category Calculations per ASCE 7-10 Risk Categoiy of Building or Other Stmcture: Seismk; Importance Factor Gridded Ss & Sivalues A$jD&740Stan;lard '11': All Buildings and other structures except those listed as Category I, III, and IV 1 /\SCE7-tO,P8ge2, raWef.S-f ASCE 7-10, Page 5, rabtef.5-2 ASCE 7-10 11.4.1 Max, Ground Motons, 5% Damping: Latitude = 33.098 d eg North S g = 1,036 g, 0.2 sec response Longitude = 117.267 d eg West ^1 " 0,4009 9.10 sec response Location: Carlsbad, CA 92009 Siteaa]^S,JS(je Coeff, and'Design Categoiry Site Classification 'D^: Shear Wave Vetodty 600 to 1,200 ft/sec = D ASCE7-fO Table 20.3-1 Site Coefficients Fa&Fv Fa _ 1,09 ASCE 7-10 Table 11.4-1 & ff.4-2 (using straight-line /nteoJo/affon from table values) Fv = 1.60 Maximum Considered Earthquake Acceleratton = Fa*Ss = 1.125 ASCE 7-10 Eq. 11.4-1 ^ Ml = Fv*S1 = 0,641 ASCE 7-10 Eq. 114-2 Design Spectral Acceleration S MS 0,750 ASCE 7-10 Eq. 114-3 S „;2/3 = 0,427 ASCE 7-10 Eq. 114-4 Seismic Design Category = D ASCE 7-10 ra6tefl6-U-2 Resisting System . . I.hr, • 1 ASCE 7-10 Table 12.2-1 Bask; Seismk; Force Resisting System.. Response Modifkatfon Coefficient" R' = System Ovenstrength Factor' Wo' = Deflection Ampllficatton Factor " Cd' = wore See ASCE 7-10 for all apf)l'icable footnotes. Redundancy Factor , , Bearing Wail Systems Ordinary reinforced concrete shear wails = 4 QQ BulMIng height Limits: = 2 50 Category 'A & B' Limit: .• Categoiy'C" Limit: Category 'D" Limit Category "E" Limit: Categoiy "F" Limit No Umit No Limit Not Pennitted Not Pemiitted Not Pennitted ASCE 7-10 Sec/ion 12,3.4 Seismk; Design (Category of D, E, or F therefore Redundancy Factor" p" = 1.3 Lateral Force ProCfedure ASCE 7-10 Section 12.8.2 Equivalent Lateral Force Procedure The 'Eaulvalent Lateral Force Procedure' is being used according to the provisions of ASCE 7-1012.8 Determine Building PerlQd Use ASCE 12.8-7 25.0 ft Stmcture Type for Building Period Calculation: All Other Structural Systems ' Ct" value = 0.020 " hn": Height from base to highest level = " X" value = 0.75 "Ta'Approximate fundemental period using Eq. 12.8-7 : Ta = Ct*(hn"x) = 0.224 sec •TL": Long-period transition period per ASCE 7-10 Maps 22-12 -> 22-16 8.000 sec Building Period "Ta'Cateulated from Approximate Method selected = 0.224 sec "C6"H0ppnseCi66ffl^1grit. . - • S 03: Short Penod Design Spectral Response " R': Response Modlficatton Factor " I": Seismic importance Factor 0.750 From Eq. 12.8-2, Preliminary Cs 4.00 From Eq. 12.8-3 & 12.8-4, Cs need not exceed 1 From Eq. 12.8-5 & 12.8-6, Cs not be less than Cs: Seismic Response Coefficient = 0.187 0.478 0.033 0.1874 A M Engineers 325 W. 3Rd. Ave., Suite 205 Escondido, CA. 92025 (760)741-7306 Project Title: Engineer: Project Descr: Catalina roll up door addition AM opening In existing concrete wall Proiect ID: 2014023 7 Title Block Line 6 I ASCE Seismic Bas^Sh Llc.#; KW-06008106 " • Fi;?o\U»ii'iA^^ • <.e{S«;^«^JN£,,'4S83^4<^itt:§W9^ I Licensee : AM ENGINEERS Settle Base Shear AscE7-fQ section 12.8.1 Cs • 0.1874 from 12.8.1.1 W (see Sum Wi below) = 0.00 k Seismic Base Shear V = Cs * W = o.OO k Veijicai;gjstribqtiQ|i,pf Selsn]iic,.For^s- . ASCE7-fo sect/on 12.8.3 "k":hxexponentb^adonTa= 1,0() Table of building Weights by Ftoor Level... Level # Wi: Weight Hi: Height (Wi'Hi)''k Cvx Fx=Cvx*V Sum Story Shear Sum Story Moment SumWI= 0.00 k SumWi*Hi= 0,00 k-ft Total Base Shear = 0.00 k Base Moment = 0.0 k-ft DiaphfagrH;FQripe8^;SB'ispte0a"^gh'Gatego!y^*^ ASCE7-IO 12.10.1.1 Level # Wi Fi SumFi SumW/i Fpx Wpx Weight at level of diaphragm and other structure elements attached to It, Fi i3esign Lateral Force applied at the level. Sum Fi Sum of "Lat. Force" of current level plus all levels above MIN Req'd Force @ Level 0.20 * S Qg * i * Wpx MAX Req'd Force @ Level 0.40 * SQS * I * Wpx Fpx: Design Force @ Level Wpx * SUM(x->n) Fi / SUM(x->n) wl, x = Current level, n = Top Level Ik A M ENGINEERS Consulting Structural Engineers (760) 741-7306 JOB. SHEET NO.. -A CALCULATED BY. OF DATE. (P^ (?f f^iJhJt c»J 7i/C I /' •/ ^. CO o ./ •ViMtl 4 AM ENGINEERS JOB SHEET NO Consulting Structural Engineers (760) 741-7306 CALCULATED BY DATE. WML 1 hJT\f<^t vtM(A: ^lo-^^h^ -I't^ \ n^, S^^ A M ENGINEERS Consulting Stmctural Engineers (760)741-7306 JOB. SHEET NO.. CALCULATED BY. OF DATE. :^^Hx /^^/^x.7 *4/c^?5S ,.... , . > i : 1 - 2-So • Si4d ; 3 5^ / :.. 3; ^.^^ 1 ^.^^ 1 5 •1 - • • * <- - 'Ik A M ENGINEERS Consulting Structural Engineers (760) 741-7306 JOB. SHEET NO.. CALCULATED BY. OF DATE. f ^•Ly^<>o(^/p<^o -^oSc\o^'^ \z5S<.f2,5'^ S.5 1' 5/1K2014 Item # UX-295, Zepher® Aluminum Grating , Alun^nium On American Floor Products Co., Inc. FOUNDI 1945 Horvit Call: 1-800-342-0424 Email; sales(5)afco-usa.com J Products J Spetials j Atioul lh J Ui t-t ^itiirt' I P nc e list j RFQ j Contact Us J Site Map Commercial & Entrance Matting Recycled Products Stair Treads & Rubber Tiles Handrails, Wail & Corner Guards Safety Bumpers View Cart I Viev/ RFQs I E xpress Ordering Stiopping Cart Request for Quote Shipping 0 Items ITax 1 Terms 0 Items All Cateqories > Commercial & Entrance t/lattinq > Entrance IVIats > Recessed Mats & Grates. > Zeptierfe'Aluminum Grate > Item tt UX-295 Request Infomiation | Add To Cart I Request Quote arch Catalog / Keyword GO e trailing wildcard (*) - broader results. Item # UX-295, Zepher® Aluminum Grating , Aluminium Price QUOTE larger imaoe (Solid Bronze also available) Zepher® Gratings are engineered for safety and performance. The aluminum corrugations are durable and provide good traction. The molded polymer spacers assure a standard 3/16" space for sand, dirt and water to fall through. The spacers eliminate traditional clatter which many other grating systems have. Applications Malls, commercial buildings, sl<i resorts, public utilities, etc. Specifications Our Zepher Gratings are made of extruded aluminum alloy6063-T6 1^ Printable Page ^ Bnall This Page [2 Save To Favorites MORE IMAGES • Zepher Aluminum Grate DOWNLOADS Drawing UX-295 Bronze Drawing UX-295 Aluminum Recess Frames MF-1J* I I Zepher® Frame http://flooring.afco-usa.com/ltenVrecessed-rnats-grates/zepher-reg-aluminunf>-grate/pn--1266?&pip\er=10&origln=tey^ 1/2 5/1W2014 Item # UX-295, Zeptier® Aluminum Grating , Aluminium On American Floor Products Co., Inc. rails following ASTM-B- 221-83 and Federal Specifications QQ-AA- 200-90 guidelines. Rails shall be .80" wide with molded silencing space feet. Recess using Style MF-175 matching frame. Notes: 1. Add 10% for mats over 8 ft. wide. 2. Mats over40 sq.ft. should be made in units. 3. Mats 10 ft. wide plus must be crated @ $150.00 net. Call fbr Pricing Price note: F.O.B. Plant Specifications Thickness Material Recess Frame Weight 13/16" Aluminum MF-175 2.60lbs/sq.ft. Request Information I Add To Cart I Request Quote lerican Floor Products Co., Inc. • 7977 Cessna Ave., P.O. Box 7055, Gaithersburg, I^D 20898 • Fax: 301-987-0422 • Privacy Policy http://floorlng.afco-usa.com/itenVrecessed-nTats-grates/zepiier-reg-aiuminun>grate/pn-1266?&plpvBr=10&origln=keyA^ 2/2 Catalina Development LLC 2261 Cosnnos Couil Carlsbad, CA 92011 Re: Permit for the 2261 Cosmos Court Roll up Doors The costs estimates for us to put in (2) 12x12 Roll-Up Doors are as follows: Structural Plans $ 3,000.00 S-feel $ 4,450.00 Concrete $ 2,830.00 Roll-Up Doors $ 4,324.00 Total Estimates: $14,514.00 if you have any questions please don't hesitate to contact me at (760) 908-3271 / TJinri McLoughlin Owner Catalina Development, LLC 2261 Cosmos Court Carlsbad, CA 92011 RECEIVED MAY 1 6 2014 CITY OF CARLSBAD BUILDING DIVISION ' REVISIONS ^ PROJECT DATA OWNER CATALINA DEVELOPMENT LLC 2261 COSMOS COURT CARLSBAD, CA 92011 PROJECT ADDRESS 2261 COSMOS COURT CARLSBAD, CA 92011 APN# ZONE 213-050-tO PM- PLANNED INDUSTRIAL LEGAL DESCRIPTION LOT 1 TR 11589 CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA PROPERTY DETAIL NUMBER OF UNITS YEAR BUILT LOT SIZE CONSTRUCTION TYPE 1 1983 95,396 OTHER INTERIOR SPACE DISTRIBUTION OFFICE AREA BUILDOUT GROUND FLOOR: UPPER FLOOR TOTAL OFFICE: 47% 100% WAREHOUSE/ MANUFACTURING TOTAL NRA 9,555 SF 4,841 SF 14.396 SF 12,876 SF 27472 SF VICINITY MAP NO SCALE PLOT PLAN SCALE 1/32" = r-O" RECEIVED MAY 1 6 2014 CITY OF CARLSBAD BUILDING DIVISION cm (I (0 in tc o m u 5 u § to 1 ? z ENGINEEf ESCO )) 738-o _i in (D ? O IV ^ LJ X z g ^ 2 UJ SULTING AVE. 306 s CON! W. 3rd 741-7 < n to GENERAL NOTES 1. THE FOLLOWING NOTES AND TYPICAL DETAILS APPLY TO ALL DRAWINGS UNLESS NOTED OTHERWISE. 2. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS. 3. FRAMING CONDITIONS NOT SPECIFICALLY SHOWN SHALL BE FRAMED SIMILAR TO THE DETAILS SHOWN FOR THE RESPECTIVE MATERIALS. 4. PROVIDE OPENINGS AND SUPPORTS FOR MECHANICAL EQUIPMENT, DUCTS, PIPING, VENTS. ETC. AS REQUIRED. REFER TO ARCHITECTURAL AND MECHANICAL DRAWINGS FOR ADDITIONAL OPENINGS AND EQUIPMENT NOT SHOWN ON STRUCTURAL. ALL SUSPENDED EQUIPMENT TO BE PROVIDED WITH APPROVED LATERAL BRACING. 5. ALL CONSTRUCTION AND WORKMANSHIP SHALL CONFORM TO THE 2013 CALIFORNIA BUILDING CODE. 6. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND SITE CONDITIONS BEFORE STARTING WORK. ARCHITECT SHALL BE NOTIFIED OF ANY DISCREPANCIES. 7. THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE, UNLESS OTHERWISE SHOWN, THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND HE SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES. OBSERVATION VISITS TO THE SITE BY FIELD REPRESENTATIVES OF THE ARCHITECT/ENGINEER SHALL NOT INCLUDE INSPECTIONS OF THE PROTECTIVE MEASURES OR THE CONSTRUCTION PROCEDURES REQUIRED FOR SAME. ANY SUPPORT SERVICES PERFORMED BY THE ARCHITECT/ENGINEER DURfNG CONSTRUCTION SHALL BE DISTINGUISHED FROM CONTINUOUS ANO DETAILED INSPECTION SERVICES WHICH ARE FURNISHED BY OTHERS. THESE SUPPORT SERVICES PERFORMED BY THE ARCHITECT/ENGINEER, WHETHER OF MATERIAL OR WORK, AND WHETHER PERFORMED PRIOR TO. DURING OR AFTER COMPLETION OF CONSTRUCTION ARE PERFORMED SOLELY FOR THE PURPOSE OF ASSISTING IN QUALITY CONTROL AND IN ACHIEVING CONFORMANCE WITH CONTRACT DRAWINGS AND SPECIFICATIONS, BUT THEY DO NOT GUARANTEE CONTRACTOR'S PERFORMANCE AND SHALL NOT BE CONSTRUED AS SUPER- VISION OF CONSTRUCTION. 8. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER THESE GENERAL NOTES. 9. DESIGN, MATERIALS, EQUIPMENT AND PRODUCTS OTHER THAN THOSE DESCRIBED BELOW OR INDICATED ON THE DRAWINGS MAY BE CONSIDERED FOR USE. PROVIDED PRIOR APPROVAL IS OBTAINED FROM THE OWNER. ARCHITECT/ENGINEER. AND THE APPLICABLE GOVERNING CODE AUTHORITY. CONCRETE 1. NO PIPES OR DUCTS ARE TO BE PLACED IN CONCRETE SLABS OR WALLS UNLESS SPECIFICALLY DETAILED. 2. AGGREGATES SHALL BE NATURAL SWJD AND ROCK CONFORMING TO ASTM 3. ALL CONCRETE SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS. (2500 PSI USED IN DESIGN) 4. LAP ALL BARS A MINIMUM OF 36 BAR DIAMETERS (2'-0" MINIMUM) AT ALL SPLICES UNLESS NOTED OTHERWISE. 5. SPLICES OF HORIZONTAL REBAR IN WALLS AND FOOTINGS SHALL BE STAGGERED. 6. DOWELS FOR WALLS SHALL BE SAME SIZE AND SPACING AS THE WALL REINFORCEMENT AND SHALL LAP WITH THE WALL REBAR AS NOTED ABOVE UNLESS NOTED OTHERWISE. 7. MINIMUM CONCRETE COVERAGE: THE FOLLOWING MINIMUM CLEAR DISTANCES BETWEEN REINFORCING STEEL AND FACE OF CONCRETE SHALL BE MAINTAINED UNLESS NOTED OTHERWISE: CONCRETE BELOW GRADE, FORMED 2" CONCRETE BELOW GRADE, UNFORMED (POURED AGAINST EARTH) 3" 8. REINFORCING STEEL SHALL CONFORM TO ASTM A615. GRADE 40 FOR #4 AND SMALLER, GRADE 60 FOR #5 AND LARGER. 9. REINFORCING FABRIC SHALL CONFORM TO ASTM A185, 10. ANCHOR BOLTS, DOWELS, INSERTS. ETC, SHALL BE SECURELY TIED IN PLACE PRIOR TO THE POURING OF ANY CONCRETE OR GROUT. 11. WELDING OF REINFORCING STEEL SHALL CONFORM TO AWS D1-1 USING PROPER LOW HYDROGEN ELECTRODES, 12. CEMENT SHALL BE PORTLAND CEMENT CONFORMING TO ASTM C-150, TYPE I OR II. LOW ALKALI. 13. CONCRETE SLAB SHALL BE COVERED IMMEDIATELY AFTER FINISHING AND SHALL REMAIN COVERED FOR A PERIOD OF SEVEN (7) DAYS (OR A.C.I. APPROVED ALTERNATE METHOD FOR CURING.) 14. CONCRETE SPECIFICATIONS, INCLUDING CEMENT TYPE, WATER-CONTENT RATIO AND COMPRESSIVE STRENGTH, FOR STRUCTURAL FOOTINGS AND SLABS SHOULD MINIMALLY CONFORM TO SPECIFICATIONS IN THE 2013 CBC FOR A MODERATE SULFATE EXPOSURE. ROOF TRUSSES ROOF TRUSSES SHALL BE PERMANENTLY MARKED OR LABELED WITHIN 24" OF THE CENTER OF THE TRUSS WITH THE FOLLOWING INFORMATION: • THE NAME OF THE TRUSS MANUFACTURER. • THE DESIGN LOADING CONDITIONS BASED ON THE CALCULATIONS. • THE REQUIRED SPACING OF THE TRUSSES. MASONRY 1. ALL CONCRETE BLOCK SHALL CONFORM TO ASTM C90, GRADE N (MEDIUM WT.) 2. LAP ALL BARS A MINIMUM OF 40 BAR DIAMETERS (2"-6" MINIMUM) AT SPLICES UNLESS NOTED OTHERWISE. 3. ALL MASONRY SHALL BE REINFORCED GROUTED MASONRY. GROUT SOLID ALL CELLS (ADD "GROUT-AID" ADMIXTURE-TYP.) 4. SPLICES OF HORIZONTAL REBAR IN WALLS SHALL BE STAGGERED. 5. DOWELS FOR WALLS AND COLUMNS SHALL BE THE SAME SIZE AND SPACING AS THE WALL OR COLUMN REINFORCEMENT AND SHALL LAP WITH WALL OR COLUMN REBAR AS NOTED ABOVE. 6. ALL REINFORCEMENT, BOLTS, ETC. SHALL HAVE A MINIMUM GROUT COVERAGE OF 3/4". 7. MORTAR SHALL BE TYPE "S" AND ATTAIN A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 1800 PSI AND MIXED IN THE PROPORTIONS OF 1 PART PORTLAND CEMENT TO 1/2 TO 1/4 PART LIME PUTTY TO 2-1/4 TO 3 TIMES THE SUM OF THE CEMENT PLUS LIME PUTTY PARTS OF SAND. 8. GROUT SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI AT 28 DAYS AND SHALL BE MIXED IN PROPORTIONS OF 1 PART PORTLAND CEMENT TO 1/10 PART LIME PUTTY TO 2 TO 3 PARTS SAND TO A MAXIMUM OF 2 PARTS GRAVEL. 9. REFER TO SOILS REPORT FOR BACKFILLING RECOMMENDATIONS BEHIND RETAINING WALLS. ALL RETAINING WALLS SHALL BE ADEQUATELY SHORED DURING THE BACKFILL OPERATION. BEFORE THE BACKFILL OPERATIONS BEGIN AT THE GARAGE RETAINING WALLS. THE FIRST FLOOR CONCRETE SLAB SHALL BE POURED AND THE SECOND FLOOR FRAMING INSTALLED. 10. ALL BRICK SHALL CONFORM TO ASTM 055, GRADE WW. 11. CEMENT, REBAR, ETC. SHALL BE PER CONCRETE SECTION OF THESE GENERAL NOTES UNLESS NOTED OTHERWISE. 12. AGGREGATES FOR MORTAR AND GROUT SHALL BE NATURAL SAND AND ROCK CONFORMING TO ASTM C-144 AND C-404. FOUNDATIONS 1. FOUNDATIONS SHALL BE OF THE SIZE AND TYPE AS INDICATED ON THE DRAWINGS. 2. ALL EXISTING FILL SOIL AND DISTURBED NATURAL SOILS ARE TO BE EXCAVATED AND REPLACED WITH PROPERLY COMPACTED FILL. ALL FILLING, BACKFILLING, RECOMPACTION. ETC. IS TO BE ACCOMPLISHED ONLY UNDER THE SUPERVISION OF A SOILS ENGINEER. 3. ALL EXCAVATIONS ARE TO BE INSPECTED AND APPROVED BY A SOILS ENGINEER PRIOR TO THE PLACEMENT OF ANY FILL OR REINFORCING STEEL. 4- FOOTINGS ARE TO BE CARRIED A MINIMUM OF 12" INTO FIRM UNDISTURBED NATURAL SOIL OR APPROVED COMPACTED FILL. 5. DESIGN BEARING PRESSURE IS 1000 PSF WITH A 33% INCREASE FOR SEISMIC OR WIND LOADING. 6. DESIGN LATERAL PASSIVE PRESSURE IS 3Q0 PSF/FT WITH A 33% INCREASE FOR SEISMIC OR WIND LOADING AND 200% INCREASE FOR ISOLATED POLE TYPE FOOTINGS. 7. DESIGN COEFFICIENT OF FRICTION IS 0,30 WITH A 33% INCREASE FOR SEISMIC OR WIND LOADING. 8. PLEASE REFER TO SOIL REPORT BY MOME . STRUCTURAL STEEL 1. ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM A572 GRADE 50 (Fy=50 KSI). 2. ALL FABRICATION AND ERECTION SHALL CONFORM TO THE LATEST STANDARD EDITION OF AISC SPECIFICATIONS FOR THE DESIGN. FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS. 3. NO FIELD CUTTING OR BURNING OF STRUCTURAL STEEL SHALL BE PERMITTED WITHOUT WRITTEN APPROVAL OF THE STRUCTURAL ENGINEER. 4. ANCHOR BOLTS AND UNFINISHED BOLTS SHALL CONFORM TO ASTM A307. 5. WELDING SHOULD CONFORM TO AWS D1-1. ALL WELDING SHALL BE DONE BY ELECTRIC ARC PROCESS USING APPROVED RODS AND PERFORMED BY CERTIFIED WELDERS. ALL FABRICATION AND WELDING SHALL BE PERFORMED IN THE SHOP OF AN APPROVED FABRICATOR. THE APPROVED FABRICATOR MUST SUBMIT A CERTIFICATE OF COMPLIANCE WITH CBC. ALL FIELD WELDING REQUIRES CONTINUOUS SPECIAL INSPECTION AND ALL SHOP WELDING REQUIRES PERIODIC SPECIAL INSPECTION. 6. ALL PIPE SHALL CONFORM TO ASTM A53 GRADE'S'. (36 KSI) 7. ALL TUBE SHALL CONFORM TO ASTM A500 GRADE 'B', (46 KSI) 8. LIGHT GAGE COLD FORMED STEEL MEMBERS SHALL CONFORM TO ASTM A441. 9. MANUFACTURER SHALL SUBMIT COMPLETE SHOP DRAWINGS TO THE ARCHITECT/STRUCTURAL ENGINEER FOR REVIEW AND APPROVAL. 10. ALL STRUCTURAL STEEL MUST BE FABRICATED IN A CITY OF SAN DIEGO LICENSED FABRICATOR SHOP, GLUED LAMINATED LUMBER 1. ALL FABRICATION AND WORKMANSHIP SHALL BE IN CONFORMANCE WITH THE CURRENT EDITION OF THE STANDARD SPECIFICATIONS FOR STRUCTURAL GLUED LAMINATED DOUGLAS FIR (COAST REGION) LUMBER BY THE WEST COAST LUMBERMAN'S ASSOCIATION AND THE CURRENT EDITION OF TIMBER CONSTRUCTION. 2. ALL GLUED LAMINATED MEMBERS SHALL BE COMBINATION 24F WITH WATERPROOF RESORCINOL OR PHENOL RESORCINOL GLUE CONFORMING TO FEDERAL SPECIFICATIONS MIL-A-397-B. 3. FINISH OF THE MEMBERS SHALL BE INDUSTRIAL APPEARANCE GRADE IN CONFORMANCE WITH THE STANDARD APPEARANCE GRADES OF THE A.l.T.C. 4. MANUFACTURER SHALL SUBMIT COMPLETE SHOP DRAWINGS TO THE ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO ANY FABRICATION AND SHALL SUBMIT CERTIFICATES OF COMPLIANCE FOR EACH MEMBER IN ACCORDANCE WITH THE UNIFORM BUILDING CODE. WOOD FRAME 1 . TOP PLATE OF ALL STUD WALLS SHALL BE 2 PIECES THE SAME SIZE AS STUDS. SPLICES TO LAP 4'-0" MINIMUM AND BE NAILED WITH 12-16o MINIMUM EACH SIDE OF JOINT. 2. BOLT HOLES IN WOOD SHALL BE 1/52" TO 1/16" LARGER THAN THE NOMINAL BOLT DIAMETER. ALL BOLTS SHALL HAVE STANDARD CUT WASHER UNDER HEAD AND NUT UNLESS NOTED OTHERWISE. 3. PROVIDE 2x SOLID BLOCKING BETWEEN JOISTS AND RAFTERS AT ALL SUPPORTS. BLOCKING SHALL BE ONE PIECE AND THE FULL DEPTH OF THE JOIST OR RAFTER. 4. PROVIDE 1x6 DIAGONAL LET-IN BRACING (AT APPROX. 45 ) EVERY 25'-0" MAXIMUM IN ALL STUD WALLS NOT PLYWOOD SHEATHED. BRACING SHALL RUN CONTINUOUS FROM SILL PLATE TO TOP PLATE. NAIL WITH 2-8d PER STUD AND 3-8d EACH END TO PLATES. 5. PROVIDE FIRE STOPS AT ALL INTERSECTIONS OF STUD WALLS AT FLOOR, CEIUNG AND ROOF. FIRE STOPS SHALL BE 2x NOMINAL THICKNESS OF WOOD AND SHALL BE THE FULL WIDTH OF THE ENCLOSED SPACE. PLACE FIRE STOPS AT A MAXIMUM SPACING OF 8'-0" IN THE VERTICAL DIRECTION. PROVIDE 2K FIRE STOPS IN ALL FURRED SPACES, VERTICAL AND HORIZONTAL. AND AT A MAXIMUM SPACING OF 8'-0' IN EACH DIRECTION AND AT THE SAME LINES AS FIRE STOPS IN ADJACENT STUD WALLS. 6. ALL BOLTS SHALL BE RETIGHTENED PRIOR TO THE APPLICATION OF SHEATHING, PLASTER, ETC- 7. EACH SHEET OF PLYWOOD SHALL BE IDENTIFIED BY A REGISTERED STAMP OR BRAND OF THE DOUGLAS FIR PLYWOOD ASSOCIATION. 8. PLYWOOD FOR ROOF SHEATHING SHALL BE CDX, UNLESS NOTED OTHERWISE, USE EXTERIOR TYPE, MINIMUM C-C GRADE, WHERE PLYWOOD IS EXPOSED TO WEATHER, PLYWOOD FOR FLOOR SHEATHING SHALL BE CDX. UNLESS NOTED OTHERWISE. ALL PLYWOOD SHALL BE GLUED WITH EXTERIOR TYPE GLUE. ALL PLYWOOD SHALL CONFORM TO U.S. PRODUCT STANDARD PS 1-74. 9. ALL WOOD BEARING ON CONCRETE OR MASONRY SHALL BE PRESSURE TREATED DOUGLAS FIR. 10. STRUCTURAL MEMBERS SHALL NOT BE CUT FOR PIPES. ETC. UNLESS SPECIFICALLY DETAILED. 11. CROSS BRIDGING SHALL BE PROVIDED AT B'-O" O/C MAXIMUM FOR ALL JOISTS AND RAFTERS (MORE THAN 8" DEEP). 12. ALL NAILS SHALL BE COMMON. NAILING SHALL BE IN COMPUANCE WITH C.B.C. 2013. 13. ALL STRUCTURAL LUMBER SHALL BE DOUGLAS FIR OF THE FOLLOWING GRADES, CONFORMING TO STANDARD GRADING RULES FOR WEST COAST LUMBER, NO. 16, UNLESS NOTED OTHERWISE: RAFTERS, JOIST PLATES NO. 1 DF/L 6x BEAMS AND STRINGERS NO. 1 DF/L POSTS AND TIMBERS NO. 1 DF/L 2x4 JOISTS AND RAFTERS NO. 1 DF/L STUDS, BLOCKING, STRIPPING NO. 2 DF/L 14. WOOD STUDS MAY BE NOTCHED TO A DEPTH OF 25% OF WIDTH MAXIMUM, EXCEPT INTERIOR NONBEARING STUDS WHICH MAY BE NOTCHED TO 40% OF WIDTH MAXIMUM. 15. STUDS MAY BE BORED TO 40% OF WIDTH MAXIMUM EXCEPT INTERIOR NONBEARING STUDS WHICH MAY BE BORED TO 60% OF WIDTH MAXIMUM WHEN EACH BORED STUD IS DOUBLED WITH NOT MORE THAN TWO SUCCESSIVE DOUBLED STUDS. 16. IN NO CASE SHALL THE EDGE OF A BORED HOLE BE NEARER THAN 5/8- INCH TO THE EDGE OF A STUD. 17. BORED HOLES SHALL NOT BE LOCATED AT THE SAME SECTION OF A STUD AS A CUT OR NOTCH, 18. PROVIDE DOUBLE JOISTS UNDER PARTITIONS WHICH ARE PARALLEL TO THE JOISTS, 19. PROVIDE SOLID FULL DEPTH BLOCKING UNDER PARTITIONS WHICH ARE PERPENDICULAR TO THE JOISTS. TABLE 2304.9.1 NAILING SCHEDULE FOR ALTERNATIVE FASTENING SEE CBC 2013 1. JOIST TO SIU. OR GIRDER, TOENAIL 3-80 2. BRIDGtf4G TO JOIST. TOENAIL EACH END 2-6d 3. T X 6" SUBFLOOR OR LESS TO EACH JOIST, FACE NAIL Z-8d 4, WIDER THAN 1" x 6" SUBFLOOR TO EACH JOIST FACE NAIL 3-ad 5- 2" SUBFLOOR TO JOIST OR GIRDER. BLIND AND FACE NAIL 2-16d 6. SOLE PLATt TO JOIST OR BLOCKING. TYPICAL FACE NAIL SOLE PLATE TO JOIST OR BLOCKING. AT BRACED WALL PANELS 16d O 16' O.C. 3-16d O 16' O.C. 7. TOP PLATE TO STUD. END NAIL 2-16d 8. STUD TO SOLE PLATE 4-ed. TOENAIL 16d O 24' O.C. 9. DOUBLE STUDS, FACE NAIL 2-16d. END NAIL 10. DOUBLE TOP PLATES. TTPtCAL FACE NAIL DOUBLE TOP PUTES. LAP SPLICE 16d e 16' O.C. 8-16d 11. BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE, TOENAIL 3-8d 12. RIM JOIST TO TOP PLATE, TOENAIL 8d AT 6" O.C. 13. TOP PLATES, LAPS AND INTERSECTIONS. FACE NAIL 2-15d 14. CONTtNUOUS HEADER, TWO PIECES 16d O 6" O-C. ALONG EACH EDGE 15. CEILING JOISTS TO PLATE, TOENAIL 3-8d 16. CONTINUOUS HEADER TO STUD. TOENAIL 4-8d 17. CEIUNG JOISTS, LAPS OVER PARTTTIONS. FACE NAIL 3-16d IB. CDUNG JOISTS TO PARALLEL RAFTERS. FACE NAIL 3-16d 13. RAFTER TO PLATE. TOENAIL 3-ad 20. 1" DIAGONAL BRACE TO EACH STUD AND PLATE, FACE NAIL 2-6d 21. r X a" SHEATHING TO EACH BEARtNG, FACE NAIL 3-Bd 22. WIDER THAN T X 8" SHEATHING TO EACH SEARING. FACE NAIL 3-Bd 23. BUILT-UP CORNER STUDS 16d O 24' O.C. 24. BUILT-UP GIRDER AND BEAMS, FACE NAIL O TOP 4 BOT. STAGG BUILT-UP GIRDER AND BEAMS, FACE NAIL O END AND O EACH ON OPPOSITE SIDES SPLICE 20d e 32' O.C. 2-2Dd 25. 2" PLANKS 16d AT EACH BEARING 26. COLLAR TIE TO RAFTER. FACE NAIL 3-10d 27. JACK RWTER TO HIP 3-10d. TOENAIL 2-16d. FACE NAIL 26. ROOF RAFTER TO 2-BY RIDGE BEAM 2-10d. TOENAIL 2-16d. FACE NAIL 29, JOIST TO BAND JOIST, FACE NAIL 3-16d 30, LEDGER STRIP, FACE NAIL AT EACH JOIST 3-16d 31. WOOD STRUCTURAL PANELS AND PARTTCLEBSARD SUBFLOOR, ROOF AND WALL SHEATHING (TO FRAMING): 1/2" AND LESS 19/32" - 3/4" 7/8" - 1" 1-1/fl" - 1-1/4' 6d^'' Sd*' OR 6d' lOd" OR fltf SINGLE FLOOR {COMBINATION SUBFLOOR-UNDERLAYMENT TO FRAMING): 3/4" AND LESS 6d" 7/8" - 1" 1-1/8- - 1-1/4-10d« OR Bd" 27. PANEL SIDING (TO FRAMING) l/Z" OR LESS 5/8" 6./ Sti 26, FIBERBOARD SHEATHING; 1/2" 6d 25/32" 8d 29, INTERIOR PANEUNG 1/4-*d^ 3/8" 60 a. COMMON OR BOK WUL5 JWE PCRUinn) TO BC USED EXCEPT WHERE OTHERWISE STATED. b. NAILS SPKCD AT e INCHES ON CENTER AT EDCES, 12 INCHES AT >nERMEDIATE SUPPOKIS EXCEPT t INCHES AT MX SUPPORTS WHERE SPANS IWE 4B MCHES Of! MORE. FOR muHC OF WOOD STRUCTURM. PANEL Md PMmCLEBOW DWPHRMMS MO SHEW UMiS. REFER TO SECTICN 23m. NAILS FOR WALL SHEATHING ARE PERMITTED TO BE COMWEN. BOX OR CASING. c. COMMON OR CCFORHED SHAMK. d. COMMON. •.DEFORMED SHANK. (.CORItOSIOW-RESrSTAKT SIDING OR CASING NAILS. H CENTER AT INTERHEOIATE SUPPORTS. WHEN USED AS N AND m-INCH LENGTH FOR Ji-INCH 5HE*Tf««i AND L 7/ie-INCH CROWH OR 1- j, CASNC OR FINISH NAtLS SPACED t INCHES ON PANEL EDGES, 12 INCHES AI IHrEHMED«ATE SUPPORTS. k. PANEL SUPPORTS AT 24 INCHES. CASING OR FINISH NAILS SPACED B MCHES ON PWtEL EDGES, 13 INCHES AT INTERMEDIATE SUPPORTS. (. FOR ROOT SHEATWNG APPUCATIONS. Bd UMLS WE THE MINIMUM REOUIRED FOR WOOD STDUCTURAL PANas. m. STAPLES SHALL HAVE A MMWUM CROHN WnTH OF 7/ie INCH. n. FOR ROOF SHEATHING APPUCATIONS, FASTENERS SPACED 4 INCHES ON CENTER AT EDGES. B INCHES AT NTERMEDIATE SUPPORTS. L SHEAIMMG AND 3 p. FASTENERS SPACED * INCHES ON CENTER AT EDGES. 8 INCHES AT IMTERMEOIATE SUPPORTS. DIAPHRAGM SHEATHING NAILS OR OTHER APPROVED SHEATHING CONNECTORS SHALL BE DRIVEN SO THAT THEIR HEAD OR CROWN IS FLUSH WITH THE SURFACE OF THE SHEATHING. TESTS AND SPECIAL INSPECTIONS 1. ALL CEMENT. AGGREGATE. REINFORCING STEEL, STRUCTURAL STEEL, ETC. SHALL BE FROM TESTED STOCK. COPIES OF TEST REPORTS SHALL BE FURNISHED TO THE ARCHITECT AND ENGINEER UPON REOUEST. 2. SEE SPECIFICATIONS FOR ADDITIONAL TEST AND/OR INSPECTION REQUIREMENTS. 3. CONTINUOUS SPECIAL INSPECTION SHALL BE PROVIDED BY A TESTING LABORATORY FOR ALL THE FOLLOWING: A. FIELD WELDING B. CONCRETE WITH SPECIFIED COMPRESSIVE STRENGTH OF JOOO PSF OR GREATER C. SOILS COMPLIANCE PRIOR TO FOUNDATION INSPECTION 0. GRADE BEAMS E. C.M.U. WALLS WHERE CALLED OUT ON DETAIL SHEETS. F. HIGH STRENGTH BOLTING G. EPOXY-TIE ANCHORAGE s ? i S o < tj ^ 1 i s * DAT! ;/2c PLOT 5/1 f s SHEET NO. 1 ^ REV SIGNS ^ . EXISTING PURLIN I @8'-0" O.C. (TYP.) I ^— -EXISTING GLUUM BEAM 1 PARTIAL ROOF FRAMING PLAN SCALE 1/8-= r-0- = EXISTING INTERIOR WALLS « EXISTING EXTERIOR WALLS (0 u u z u s < cc. 3 8 " J- o CM < o Q —1 a: O o CO o o CO CM CNI J r 1 s ;KED BY: HMAD 1 < X d ti 5 =1 % 1- u> a SHEET NO. S2 PARTIAL ELEVATION (T) SCALE 1/8- = 2"0 HOLE ©24" O.C. W/ ALL THREADED ROD W/ 4" MIN. EMBEDMENT INTO EXISTING CONCRETE WALL USE SIMPSON "SET EPOXY-TIE" SYSTEM. ICC ESR-1772. SPECIAL INSPECTION REQ'D. TS 6X3XH" <TYP. TS 6x3)tH" DETAIL(B) XISTNG METAL DOOE 1 5'-lC 7'-0" , 7'-l" , 12'-0" EXISTING ELEVATION (T) SCALE 1/8-= r-0- NEW ELEVATION (\) SCALE 1/8-= r-0- Vn ^'t ALL THREADED ROD ®24"0.C.- W/ 4" MIN. EMBEDMENT INTO EXISTING CONCRETE WALL. USE SIMPSON "SET EPOXY-TIE" SYSTEM. ICC ESR-1772. SPECIAL INSPECTION REO'D. DETAIL (£) (0 u u z o z u o CN < o •d < < o O o CO o o CN CN S3 CB141085 2261 COSMOS CT CATALINA DESIGN GROUP- ADD 2 -.^.-rM^o D,-,! I I ID nnnQR TD RFAR OF BUILDING h/li^lH ^(^1 <PW^; e^lL t./3i\^^'r. y 01 (c^ /^OAM Final inspection required by: a Plan • CM&I • Fire SW aissuED acv. Approved Date By BUILDING PLANNING ENGINEERING 1*—V FIRE Expedite? Y (y^ DIGITAL FILES Required? Y N HazMat APCD Health Forms/Fees Sent Reed Due? By Encina Y N Fire Y N HazHealthAPCD Y N PE&M Y N School Y N Sewer V N Stormwater Y N Special Inspecggn Y N CFD: Y f) LiindUse: Density: ImpArea: FY: Annex: Factor: PFF: Y ) CommenQ-^ Date Date Date Date Building Planning Engineering Fire Need? j;ii4^,^ • ^ Done • Done • Done • Done