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Home My WebLink About2707 CAZADERO DR; ; CB032046; Permit~11-05-2003 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: # Dwelling Units: Bedrooms: Project Title: City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Residential Permit Permit No: CB032046 Building Inspection Request Line (760) 602-2725 2707 CAZADERO DR CBAD RESDNTL 2154001400 $388,519.00 Sub Type: SFD Lot#: 0 Construction Type: V Reference #: 1 Structure Type: MOHO 4 Bathrooms: 5 OUELETTE RES- 4260 SF SFR 1000 SF GAR.187 SF BAL, 162 SF FOR. Status: Applied: Entered By: Plan Approved: Issued: Inspect Area: Orig PC#: Plan Check#: ISSUED 07/23/2003 CB 11/05/2003 11/05/2003 Applicant: RYAN OUELETTA 449SANTAFEDRSTE219 ENCINITAS CA 92024 594-1039 Owner: Building Permit Add'l Building Permit Fee Plan Check Add'l Plan Check Fee Plan Check Discount Strong Motion Fee Park in Lieu Fee Park Fee LFM Fee Bridge Fee Other Bridge Fee BTD #2 Fee BTD #3 Fee Renewal Fee Add'l Renewal Fee Other Building Fee Pot. Water Con. Fee Meter Size Add'l Pot. Water Con. Fee Reel. Water Con. Fee $1,436.68 Meter Size $0.00 Add1! Reel. Water Con. Fee $933.84 Meter Fee $0.00 SDCWA Fee $0.00 CFD Payoff Fee $38.85 PFF $0.00 PFF (CFD Fund) $0.00 License Tax $310.00 License Tax (CFD Fund) $530.00 Traffic Impact Fee $0.00 Traffic Impact (CFD Fund) $0.00 Sidewalk Fee $0.00 PLUMBING TOTAL $0.00 ELECTRICAL TOTAL $0.00 MECHANICAL TOTAL $0.00 Housing Impact Fee $0.00 Housing InLieu Fee Housing Credit Fee $0.00 Master Drainage Fee $0.00 Sewer Fee Additional Fees TOTAL PERMIT FEES $0.00 $0.00 $0.00 $0.00 $7,071.05 $6,527.12 $0.00 $0.00 $460.60 $519.40 $0.00 $203.00 $60.00 $37.00 $2,925.00 $0.00 $0.00 $24.80 $0.00 $0.00 $21,077.34 Total Fees: $21,077.34 Total Paymentsjo Date: $908.00 BUILDING PLANS Balance Due: $20,169.34 Inspector: IN STORAGE .ATTACHED 8098 11/05/03 0002 01 02 CGP 20169-34 FINA Date: LA 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 information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which vou have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired. PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad, CA 92008 FOR OFFICE USE ONLY PLAN CHECK EST. VAL. Plan Ck. Deposit Validated By Date Address (include Bldg/Suite #) 91 Ej-737 La Business Name (at this address) Me a Hows _ Legal Description 215-400-1400 Lot No. Subdivision Name/Number vacant land ... Assessor's Parcel # Existing Use single family construction ^260 Proposed Use 4 Description of Work Rvan Ouelle_tte SO. FT.#of Stories # of Bedrooms Sa-nt-a TTo Dy-t^o #91 Q TTr>/*-i n-H-Q o # of Bathrooms TA Q?n?4 (760) 594-1039 Name Address City Name City Ryan / AT"v Qtiellette 449 Santa Fg Dr #219 Enclnitas. C Name Address State/Zip Telephone (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 of the Contractor's License Law [Chapter 9, commending with 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 IS500JJ. Name State License # Address License Class City State/Zip City Business License # Telephone # Designer Name State License # Address City State/Zip Telephone Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: Q 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 performance of the work for which this permit is issued. O I have 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 worker's compensation insurance carrier and policy number are: Insurance Company Policy No. Expiration Date (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$100] OR LESS) Q CERTIFICATE OF EXEMPTION: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. WARNING: Failure to secure workers' compensation coverage IB unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for In Section 3706 of the Labor code. Interest and attorney's fees. SIGNATUREDATE I hereby affirm that I am exempt from the Contractor's License Law for the following reason: Qx '• as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). 3S 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). Q9X I am exempt under Section Business and Professions Code for this reason: 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement. Q YES QNO 2. I (have / have not) signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction (include name / address / phone number / contractors license number): 4. I plan to provide portions of the work, but I have hir/d the following person to coordinate, supervise and provide the major work (include name / address / phone number / contractors license number): /f 5. I will provide some of the work, but I have co/mected (hired! the following persons to provide the work indicated (include name / address / phone number / type of work): -^_- / f ~7^Y~ ^ - - — PROPERTY OWNER SIGNATURE\ ^ Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? Q YES Q NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? Q YES £3 NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? Q YES Q 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. , •••"•• I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097(i) Civil Code). LENDER'S NAME Owner Financed LENDER'S ADDRESS n/a 26, 2003 I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representatives of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IWANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavations ewer 5'0" deep and demolition or construction of structures over 3 stories in height, EXPIRATION: Every permit issued by the buildingDfficial under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced wit at any lime after the work is commejic APPLICANT'S SIGNATURE L SO days from the date of such perjnit or if the building or work authorized by such permit is suspended or abandoned qf 80 qavp'"'**™ i"fi 4 •HttW'vm BuiJ.'ljng Code). DATE WHITE: File--- YELLOW: Applicant--mKrFmance CttyifCirtsbid final Building Insnection Dept: Building Engineering Planning CMWD St Lite Fire Plan Check #: Permit*: Project Name: Address: Contact Person: Sewer Dist: Inspected Inspected Bv: Inspected Bv: Comments: CB032046 OUELETTE RES- 4260 SF SFR 1000 SF GAR.187 SF BAL, 162 SF POR. 2707 CAZADERO DR NA Phone: 7605941039 LC Water Dist: CA , Date I i A£*V^ Inspected: Q^ /H h,t Date inspected: Date Inspected: Date: Permit Type: Sub Type: Lot: 0 tf£ Approved: ^ Approved: Approved: 06/15/2005 RESDNTL SFD 7^ Disapproved: Disapproved: Disapproved: City of Carlsbad 1635 Faraday Avenue, Carlsbad California 92008 INSPECTION RECORD INSPECTION RECORD CARD WITH APPROVED PLANS MUST BE KEPT ON THE (OB CALL PRIOR TO 2:00 P.M. FOR NEXT WORK DAY INSPECTION BUILDING INSPECTION: (760) 602-2725 IOB ADDRESS: OWNERS NAME; . . _ ^, CB032O46 2707 Ci USE/OCCUPANCY OUELETTE RES- 4S 1000SFGAR,18/fc BUILD.NC ^DMTL - OTHER tZADERO DR CBAO 60 SF SFR FBAL, 162 SF FOR. FD UELETTA LOT NO./SUITE: / > -JST. DATE 11 If/ (A CONTRACTOR ^^ APPROVED TO COVER Type of Inspection BUILDING FOUNDATION REINFORCED SIEH MASON KY Jfrl>ROin D WAU. DRAINS Till PANELS POUK STRIPS COLUMN FOOTINGS SUBFRAME D FIOOR DCFUING ROOF SHEATHING EM. SHEAR PANELS FRAM': .,-->.,. '.,_,'••<•-' FXTERIOR LATH INFERIOR LAI H &DRYWAi/_ UNA! PLUMBING ^(LWFR AND BL/CO^ n PL/CO UNDERGROUND _^j!WsTE D WATER TOPOLJ1 DWASTF QWAIIK TUB ANDSHOWtR PAN a GAS TEST D CAS PIPING a WATER HEATER D SOLAR WATER FINAL ELECTRICAL D E EEC ERIC UNDERGROUND ^LLltliR KOUGH ELECTRIC WALLS ROUGH ELECTRIC CEILING a ELECTRIC SERVICE 6 TEMPORARY D BONDING a POOL FINAL MECHANICAL UNDERGROUND DUCTS & PIPING D Dl'CT&i'i.FM.O REE. PIPING UK AT - AIR COND. SYS FEMS VENTILATING SYSTEMS FINAL Date . f .1 1 "2*f"^" 11*'%' 0*) '/ / f) C/\s}\*V *( <% ' 3£ •'&*£• f •~%o- £>*( / / 7/(l>*i&-{f /f/i" *Y /-5*- *>y */• ZJ'"^ - aj / 1 ^'I • Inspector Notes n \ **'* T. // f 4-^*1 ^F&r** l&£&'—TW-, //^//n/fr-^ /) ^/sfffff A//f-r TV ^ /r * * Y /j il J/j -fflt /^ - ^. - 0 $ ff?? $ /^o/Z- U}4-t<<-4 6/t "70 f>/iQ-G-&~ S^*e*J£'6t 7\ - f*tf-fif &( i'tf-T !L&- -Pt'fc f3~~tt'ep fySfJ-r ifJo Ct£? 0fc — f^^i f'30 *£> *J £0*MsA4-, & £>f£- ^^,_ - --- _ -».-... // / ^ ' / /rififa*-' n) ^L^uffgf fsiffef-J ftw fi fft Q.9t)tftk-ri»^ A-f fjf\A' nA-*? CALL FOK FINAL INSPECTION WHEN ALL APPROPRIATE ITEMS ABOVE WE BEEN APPROVED FINAL Sign When Appropriate Buikfini; Dc[)L. (ImpcctiorTO (7fiO) &02-272i Firr Dop.'ptmpnt 1700) {,02-4660 y Pl.iniiing DnKirtmW. (7f>0) 6 1 r>-6708 XJ-i*inoeiinHUepi.lliii(H.'dions) (700) 438-^8'H tluilduit; Inspoctoi1- (7,ini-4pnil (760) 602-2700 )^C\(VVD (7(.0) 4^8-2722 Ext 7151 b~i± -OS" (y-n-o^ ^-(-t-OV 'j)-\-\- 05" ujyfc i/,w«A— GftA- diAfl- GtAS> WtfttSl- /4/M5t" Uffc'tJ A-L Pkpfi cftfr/L 1 - ~ SFF RACK FOR SPFCIAI NOTFS Inspection List Permit*: CB032046 Type: RESDNTL SFD Date Inspection Item Inspector Act 06/15/200589 06/15/2005 89 05/18/2005 89 03/16/2005 23 01/20/2005 33 10/14/2004 17 10/14/2004 18 10/01/2004 16 09/29/2004 16 09/23/2004 84 09/21/2004 19 09/21/2004 84 08/24/2004 22 08/24/2004 23 08/02/2004 21 07/21/2004 83 07/20/2004 15 07/20/2004 21 07/12/2004 22 07/08/2004 22 07/06/2004 22 06/28/2004 17 04/29/2004 15 04/27/2004 15 01/30/2004 11 01/26/2004 11 01/16/2004 21 01/16/2004 24 12/11/200362 12/08/2003 65 12/02/2003 62 01/23/2003 89 Final Combo Final Combo Final Combo Gas/Test/Repairs Service Change/Upgrade Interior Lath/Drywall Exterior Lath/Drywall Insulation Insulation Rough Combo Final Structural Rough Combo Sewer/Water Service Gas/Test/Repairs Underground/Under Floor Roof Sheathing/Ext Shear Roof/Reroof Underground/Under Floor Sewer/Water Service Sewer/Water Service Sewer/Water Service Interior Lath/Drywall Roof/Reroof Roof/Reroof Ftg/Foundation/Piers Ftg/Foundation/Piers Underground/Under Floor Rough/Topout Steel/Bond Beam Retaining Walls Steel/Bond Beam Final Combo PD - PD PD PD PD PD PD PD PD PD PD PD PD PD PD PD PD JM PD PD PD PD PD PD PD PD PD PD PD PD PY AP Rl CO AP AP AP AP AP CO AP we CO NR NR CO AP NS NS AP CO CA NS CO CO AP AP AP we AP AP PA CO OUELETTE RES- 4260 SF SFR 1000 SF GAR, 187 SF BAL, 162 SF POR. Comments NEED OTHER DEPT. OUTSIDE PIPING ON CARD NEED TEST/UNDER STRUCTURE/VALVE HOUSE TO STREET NO TEST/INCOMPLETE PARTIAL OK TO DRY IN NO PLANS, MISSING NAILS GROUT 2ND LIFT GROUT GARAGE WALL FTG REMOVE TEMP POWER - GAS METER RELEASE OK Tuesday, June 21, 2005 Page 1 of 1 City of Carlsbad Bldg Inspection Request For: 06/15/2005 Permit* CB032046 Title: OUELETTE RES- 4260 SF SFR Description: 1000 SF GAR,187 SF BAL, 162 SF POR. Inspector Assignment: PD Type: RESDNTL Job Address: Suite: Location: APPLICANT RYANOUELETTA Owner: OUELLETTE AMY Remarks: Sub Type: SFD 2707 CAZADERO DR Lot 0 Phone: 7605941039 Inspector Total Time: CD Description 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Requested By: NA Entered By: CHRISTINE Act. Comment Associated PCRs/CVs PCR04004 ISSUED OYELLETTE RES REV WALL FROM ; BLOCK TO STANDARD WOOD FRAME WALL PCR04088 ISSUED OUELLETTE RESIDENCE; REVISE TRUSSES & ADD BRIDGE Inspection History Date Description Act Insp Comments 05/18/2005 89 Final Combo CO PD 03/16/2005 23 Gas/Test/Repairs AP PD OUTSIDE PIPING 01/20/2005 33 Service Change/Upgrade AP PD 10/14/2004 17 Interior Lath/Drywall AP PD 10/14/2004 18 Exterior Lath/Drywall AP PD 10/01/2004 16 Insulation AP PD 09/29/2004 16 Insulation CO PD 09/23/2004 84 Rough Combo AP PD 09/21/2004 19 Final Structural WC PD 09/21/2004 84 Rough Combo CO PD 08/24/2004 22 Sewer/Water Service NR PD 08/24/2004 23 Gas/Test/Repairs NR PD 08/02/2004 21 Underground/Under Floor CO PD 07/21/2004 83 Roof Sheathing/Ext Shear AP PD 07/20/2004 15 Roof/Reroof NS PD ON CARD NEED TEST/UNDER STRUCTURE/VALVE 1 City of Carlsbad Bldg Inspection Request For: 01/20/2005 Permit* CB032046 Title: OUELETTE RES- 4260 SF SFR Description: 1000 SF GAR, 187 SF BAL, 162 SF FOR. Inspector Assignment: PD 2707 CAZADERO DR Lot 0 Type:RESDNTL Sub Type: SFD Job Address: Suite: Location: APPLICANT RYANOUELETTA Owner: OUELLETTEAMY Remarks: Phone: 7605941039 Inspectqr Total Time:Requested By: RYAN Entered By: KAREN CD Description 33 Service Change/Upgrade Act, Comment Associated PCRs/CVs PCR04004 ISSUED OYELLETTE RES REV WALL FROM ; BLOCK TO STANDARD WOOD FRAME WALL PCR04088 ISSUED OUELLETTE RESIDENCE; REVISE TRUSSES & ADD BRIDGE Inspection History Description Act Insp Comments 17 Interior Lath/Drywall AP PD 18 Exterior Lath/Drywall AP PD 16 Insulation AP PD 16 Insulation CO PD 84 Rough Combo AP PD 19 Final Structural WC PD 84 Rough Combo CO PD 22 Sewer/Water Service NR PD 23 Gas/Test/Repairs NR PD 21 Underground/Under Floor CO PD 83 Roof Sheathing/Ext Shear AP PD 15 Roof/Reroof NS PD 21 Underground/Under Floor NS PD 22 Sewer/Water Service AP JM 22 Sewer/Water Service CO PD 22 Sewer/Water Service CA PD 17 Interior Lath/Drywall NS PD 15 Roof/Reroof CO PD 15 Roof/Reroof CO PD 11 Ftg/Foundation/Piers AP PD AP PD Date 10/14/2004 10/14/2004 10/01/2004 09/29/2004 09/23/2004 09/21/2004 09/21/2004 08/24/2004 08/24/2004 08/02/2004 07/21/2004 07/20/2004 07/20/2004 07/12/2004 07/08/2004 07/06/2004 06/28/2004 04/29/2004 04/27/2004 01/30/2004 01/26/2004 ON CARD NEED TEST/UNDER STRUCTURE/VALVE HOUSE TO STREET NO TEST/INCOMPLETE PARTIAL OK TO DRY IN NO PLANS, MISSING NAILS 11 Ftg/Foundation/Piers City of Carlsbad Bldg Inspection Request For: 01/26/2004 Permit* CB032046 Title: OUELETTE RES- 4260 SF SFR Description: 1000 SF GAR,187 SF BAL, 162 SF FOR. Inspector Assignment: PD Type: RESDNTL Job Address: Suite: Location: APPLICANT RYANOUELETTA Owner: Remarks: Sub Type: SFD 2707 CAZADERO DR Lot 0 Phone: 76059410 Inspecto/ Total Time:Requested By: MARK Entered By: ROBIN CD Description 11 Ftg/Foundatlon/Piers Act Comment Associated PCRs/CVs PCR04004 APPROVED OYELLETTE RES REV WALL FROM ; BLOCK TO STANDARD WOOD FRAME WALL Inspection History Act Insp Comments AP PD 01/16/2004 24 Rough/Topout WC PD 12/11/2003 62 Steel/Bond Beam AP PD AP PD PA PD CO PY Date Description 01/16/2004 21 Underground/Under Floor 24 Rough/Topout 62 Steel/Bond Beam 65 Retaining Walls 62 Steel/Bond Beam 89 Final Combo 12/08/2003 12/02/2003 01/23/2003 GROUT 2ND LIFT GROUT GARAGE WALL FTG REMOVE TEMP POWER - GAS METER RELEASE OK GEOTECHNICAL FIELD DAILY REPORT &r&«tt Date Job Address 37° 7 Job Name Type of Observation^ Compaction Equipment Used Fax' Architect Watering Equipment Engineer Inspector (s) Name 5".Contractor Weather Subcontractor TESTS PERFORMED TYPE OF SAMPLE DESCRIPTION REMARKS OBSERVATION SUMMARY - LOCATIONS OF WORK OBSERVED, TEST OF SOIL TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, SUNNARY OF TEST RESULT, REMARKS, ETC. ILL Mtp-A }%a. <X~l/^L&l « CONTINUED ON NEXT PAGE PAGE OF_ SIGNATURE TIME IN Approved By TIME OUT REG. HOURS O.T. HOURS Project Superintendent WHITE - OFFICE COPY » CANARY - INSPECTOR'S COPY > PINK - JOB SITE COPY FAX Fife: 2332,00 January 2£, 2004 Me. Peter Dreibeifcis aTY OF CARLSBAD Building Inspection Division 1635 Faraday Avenue Carlsbad., CA92QOS SUBJECT: La Costa Meadows - Unit 4, Lot 737 Plot Plan Dear Pete; At the request of the owner, we are writing this letter to inform you that the building and structures on the lot in question were staked out by the surveyor within the required setbacks on the referenced property. As reported by the surveyor, the building was staked approximately 73.9 feet from the front properly Tine, 13-4 feet from the west and 18,5 feet from the east. This location was adjusted m the field from the approved plot plan by approximately 3 feet to the south. The plot plan was prepared using the as-built grading drawing prepared by ProjectDesign Consultants (PDC) and filed with the City Engineering Department If your office has any questions regarding the as-built pad grading or the staking, please call our oJfe or contact the owner, Mr. Ryan Oullette, at your convejaience. Please let us know if we can be of further assistance. Sincerely, Ian R. Dodgson, FE Senior Project "Engineer 701 S StfOCL, Suite 800 San D'egO, Csli/umls 52JPJ " 619-^5-6471 Tri 6)9,214-03J9 Fax Suckled Vtf CHRISTIAN ENGINEERING DAILY REPORT Reinforced Concrete D Shop Welding P re-Stressed Concrete D Field Welding -*S Reinforced Masonry <r QFireFireproofing D Epoxy Anchors Material/Equipujeflfr f Unless noted otherwise, the wJric observe/.it, to the best of my knowledge, in compliance with the approve* plans and specification!. Inspector/TechnictanVS^nature Inspector/Technician (Print or Type) Reg. # Superintendent's Date 4925 Mercury Street -f San Diego, CA 92111 -f 858-496-9760 -f FAX 858-496-9758 Vtf CHFUSTIAN WHEELER. ENGINEERING DAILY REPORT Project Name P reject # Project Address Permit #Plan File # Contractor Architect T- g-- Subcontractor Engineer n Reinforced Concrete D Shop Welding [~| P re-Stressed Concrete D Field Welding Reinforced Masonry Fire proof Ing a Epoxy Anchors Material/Equipment: Weather: Date Time Arrived:Time Departed:Hours Charged: nless n •< d^efherwise, the work observed is, to the best of my knowledge, in compliance with the approved plan; and specifications.bestc Inspector/Technician's Signature Reg. # Superintendent's Signature Date Inspector/Technician {Print or Type) 4925 Mercury Street -f San Diego, CA 92111 -*• 858-496-9760 •*• FAX 858-496-9758 Vtf CHRISTIAN WHEELER ENGINEERING DAILY REPORT Project Name Project # Project Address Permit #Plan File # Contractor MftEJfc->HM Architect T Subcontractor Engineer D Reinforced Concrete O Shop Welding Pre-Stressed Concrete Field Welding k Reinforced Masonry Fire proof ing f~l Epoxy Anchors D Ma te rial/Equipment: Weather: Date Time Arrived: C\~f'~Ky Time Departed:..Hours Charged: ** QtO TWOOPA-J ~ Ins^ecfor/Technlcian's Signature Unless Hfled otherwise, the work observed is, to the best of my knowledge, in compliance with the approved plans and specifications. Reg. # Superintendent's Signature Inspector/Technician (Print or Type) Date 4925 Mercury Street -f San Diego, CA 92111 -f 858-496-9760 -f FAX 858-496-9758 w CHRISTIAN WHEELED ENGINEERING DAILY REPORT tfl <^%/tg//£-f^ Pg«r i Q&, Q/s?_ « *^ * .Penult *_0 Architect Plan File # Su Engliw*r einforced Concrete p Welding Q Pre-Stressed Concrete D Field Welding Q Reinforced Maionry D Fireproofing Q Epoxy Anchors D /Unjelf noted otherwise, J^e wj ii, to the best of my knowledge. In compliance with the approved plans and specifications. Reg. # Superintendent's Signature Date 4925 Mercury Street 4- San Diego, CA 92111 + 858-496-9760 + FAX 858-496-9758 i GEOTECHNICAL FIELD DAILY REPORT Date Job Address Type of Observation^ y Fax 760-- 90 Compaction Equipment Used Architect Waterin^Equipment /?A K hspector (s) Name - //Contractor Weather Subcontractor TESTS PERFORMED TYPE OF SAMPLE DESCRIPTION REMARKS OBSERVATION SUMMARY - LOCATIONS OF WORK OBSERVED, TEST OF SOIL TAKEN, WORK REJECTED, JOB PROBLEMS. PROGRESS, SUNNARY OF TEST RESULT, REMARKS, ETC. CONTINUED ON NEXT PAGE D PAGE OF_ SIGNATURE TIME IN Approved By TIME OUT REG. HOURS O.T. HOURS Projea Superintendent WHITE-OFFICE COPY » CANARY - INSPECTOR'S COPY » PINK-JOB SITE COPY EsGil Corporation In Partnership -with government for (BuiCding Safety DATE: September 26, 2003 a AEEUCANT JURISDICTION: Carlsbad a PLAN REVIEWER a FILE PLAN CHECK NO.: 03-2046 SET: III PROJECT ADDRESS: 2707 Cazadero Dr. PROJECT NAME: OueUette Residence SFD The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. /Si The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: Esgil Corporation staff did not advise the applicant that the plan check has been completed. Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by: ) Fax #: Mail Telephone Fax In Person REMARKS: A. Applicant shall provide a "Special Inspectionfitfyram" to the Building Official. By: Sergio Azuela Enclosures: Esgil Corporation D GA D MB D EJ D PC LOG tmsmldot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 * (858)560-1468 ^ Fax (858) 560-1576 EsGil Corporation In (partnership with government f or (Buiftfing Safety DATE: September 24, 2003 Q AEELJCANT JURISDICTION: Carlsbad a PLAN REVIEWER a FILE PLAN CHECK NO.: O3-2046 SET: III PROJECT ADDRESS: 2707 Cazadero Dr. PROJECT NAME: Ouellette Residence SFD The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. X] The applicant's copy of the check list has been sent to: Ryan Ouellette 449 Santa fe Dr., # 219, Encinitas, CA 92024 Esgil Corporation staff did not advise the applicant that the plan check has been completed. Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Ryan Ouellette Telephone #: (760) 594-1039 Date contacted: <?/2S/°3 (by:fA>r) Fax #: (760) 943-9094 Maitv—-Telephone Fax-x In Person REMARKS: By: Sergio Azuela Enclosures: Esgil Corporation D GA D MB D EJ D PC 9/18 tmsmldot 9320 Chesapeake Drive, Suite 208 * San Diego, California 92123 4- (858)560-1468 4 Fax (858) 560-1576 Carlsbad 03-2O46 September 24, 2003 RECHECK PLAN CORRECTION LIST JURISDICTION: Carlsbad PLAN CHECK NO.: 03-2046 PROJECT ADDRESS: 2707 Cazadero Dr. SET: III DATE PLAN RECEIVED BY DATE RECHECK COMPLETED: ESGIL CORPORATION: 9/18 September 24, 2003 REVIEWED BY: Sergio Azuela FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and disabled access. 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, Engineering Department or other departments. 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. 106.4.3, 1997 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. A. To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans. B. The following items have not been resolved from the previous plan reviews. The original correction number has been given for your reference. In case you did not keep a copy of the prior correction list, we have enclosed those pages containing the outstanding corrections. Please contact rne if you have any questions regarding these items. C. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located on the plans. Have changes been made not resulting from this list? Q Yes Q No Carlsbad O3-2O46 September 24, 2003 PLANS 1. Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercial/industrial projects (two sets of plans for residential 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, 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, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. ROOFING 14. Show roof drains and overflows. Sections 1506.2 and 1506.3. a) Show it on plans for the deck above the Garage. • Clearly show the roof drains and overflows on plans (general notes will not be adequate to resolve this correction). Also clearly show the drains and overflows at the Tower. o Required detail was not provided. Original correction is still applicable. FOUNDATION REQUIREMENTS 15. Investigate the potential for seismically induced soil liquefaction and soil instability in Seismic Zones 3 and 4. This does not apply to detached, single-story dwellings. Section 1804.5 SEE NEXT PAGE FOR ADDITIONAL REMAINING CORRECTIONS. Carlsbad 03-2046 September 24, 2003 MISCELLANEOUS 44. Provide structural design, including all connection details and specifications, support construction details, and structural calculations for all connections and supports. Additional corrections may follow. • Please provide the calculations for the elevator. • On the cover sheet of the plans, specify any items that will have a deferred submittal (elevator and structural supports, etc.). Additionally, provide the following note on the plans, per Sec. 106.3.4.2: "Submittal documents for deferred submittal items shall be submitted to the architect or engineer of record, who shall review them and forward them to the building official with a notation indicating that the deferred submittal documents have been reviewed and that they have been found to be in general conformance with the design of the building. The deferred submittal items shall NOT be installed until their design and submittal documents have been approved by the building official." CARLSBAD SPECIAL CODE REQUIREMENTS 45. Special inspection is required, the designer shall complete the attached Special Inspection Notice. • The Building Department will resolve this correction. If you have any questions regarding these plan review items, please contact Sergio Azuela at Esgil Corporation. Thank you. EsGil Corporation In Partnership witfi government for (Biri&fing Safety DATE: September 10, 2003 JURISDICTION: Carlsbad PLAN CHECK NO.: 03-2046 SET: II PROJECT ADDRESS: 27O7 Cazadero Dr. PROJECT NAME: Ouellette Residence SFD The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. X| The applicant's copy of the check list has been sent to: Ryan Ouellette 449 Santa Fe Dr., # 219, Encinitas, CA 92024 Esgil Corporation staff did not advise the applicant that the plan check has been completed. Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Ryan Ouellette Telephone #; (760) 594-1039 Date contacted :9//0/03 (by: frx) Fax #: (760) 943-9094 Mail ""Telephone ¥&xr In Person REMARKS: By: Sergio Azuela Enclosures: Esgil Corporation D GA D MB D EJ D PC 9/3 tmsmtl.dot 9320 Chesapeake Drive, Suite 208 * SanDiego, California 92123 + (858)560-1468 + Fax (858) 560-1576 Carlsbad 03-2046 September 10, 20O3 RECHECK PLAN CORRECTION LIST JURISDICTION: Carlsbad PROJECT ADDRESS: 2707 Cazadero Dr. DATE PLAN RECEIVED BY ESGIL CORPORATION: 9/3 REVIEWED BY: Sergio Azuela PLAN CHECK NO.: 03-2046 SET: II DATE RECHECK COMPLETED: September 10, 2003 FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the Uniform-Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and disabled access. 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, Engineering Department or other departments. 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. 106.4.3, 1997 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. A. To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans. B. The following items have not been resolved from the previous plan reviews. The original correction number has been given for your reference. In case you did not keep a copy of the prior correction list, we have enclosed those pages containing the outstanding corrections. Please contact me if you have any questions regarding these items. C. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located on the plans. Have changes been made not resulting from this list? QYes QNo Carlsbad 03-2046 September 1O, 2003 • PLANS 1. Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercial/industrial projects (two sets of plans for residential 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, 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, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. 3, Plans, specifications and calculations shall be signed and sealed by the California state licensed engineer or architect responsible for their preparation, for plans deviating from conventional wood frame construction. Specify expiration date of license. (California Business and Professions Code). a) Structural plans. 5. On the cover sheet of the plans, specify any items requiring special inspection, in a format similar to that shown below. Section 106.3.2. * REQUIRED SPECIAL INSPECTIONS In addition to the regular inspections, the following checked items will also require Special Inspection in accordance with Sec. 1701 of the Uniform Building Code. ITEM REQUIRED? REMARKS • SOILS COMPLIANCE PRIOR TO YES SOILS REPORT FOUNDATION INSPECTION • STRUCTURAL CONCRETE OVER 2500 PSI • STRUCTURAL MASONRY YES S-PLANS * Structural masonry is still missing. EXITS, STAIRWAYS, AND RAILINGS 8. Guardrails (Section 509.1): b) Shall be detailed showing adequacy of connections to resist the horizontal force prescribed in Table 16-B. • Posts support spacing shall be clearly identify on the plans. The maximum spacing of the posts supports shall be shown on plans to provide the adequate support. Additional corrections may follow. Carlsbad 03-2O46 September 10, 2003 9. Handrails (Section 1003.3.3.6): a) Handrails and extensions shall be 34*' to 38" above nosing of treads and be continuous. • Clearly show it on plans. b) Ends of handrails shall be returned or shall have rounded terminations or bends. • Clearly show it on plans. 10. Provide details of circular stairs, including all applicable dimensions on plans. Additional corrections may follow. ROOFING 13. Balconies and decks exposed to the weather and sealed underneath shall be sloped a minimum of Vi inch per foot for drainage. Section 1402.3. • Missing at the Tower. 14. Show roof drains and overflows. Sections 1506.2 and 1506.3. a) Show it on plans for the deck above the Garage. • Clearly show the roof drains and overflows on plans (general notes will not be adequate to resolve this correction). Also clearly show the drains and overflows at the Tower. FOUNDATION REQUIREMENTS 15. Investigate the potential for seismically induced soil liquefaction and soil instability in Seismic Zones 3 and 4. This does not apply to detached, single-story dwellings. Section 1804.5 17. The foundation plan does not comply with the soils report recommendations for this project. Please review the report and modify design, notes and details as required to show compliance: a) Foundation depth shall be 24" instead of 18". • Detail 5/S-2 is still showing 18". Original correction is still applicable. MISCELLANEOUS 43. Provide an approved decking material for the deck above the Garage. • Please show it for Tower floor. 44. Provide structural design, including all connection details and specifications, support construction details, and structural calculations for all connections and supports. Additional corrections may follow. • Please provide the calculations for the elevator. Carlsbad 03-2046 September 10, 2003 CARLSBAD SPECIAL CODE REQUIREMENTS 45. Special inspection is required, the designer shall complete the attached Special Inspection Notice. • The Building Department will resolve this correction. If you have any questions regarding these plan review items, please contact Sergio Azuela at Esgil Corporation. Thank you. EsGil Corporation In (Partnership witR government for Quitting Safety DATE: August 5, 2003 Q AEEDSANT JURISDICTION: Carlsbad a a FILE PLAN CHECK NO.: 03-2046 SET: I PROJECT ADDRESS: 2707 Cazadero Dr. PROJECT NAME: Ouellette Residence SFD The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. 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. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: Ryan Ouellette 449 Santa Fe Dr., # 219, Encinitas, CA 92024 Esgil Corporation staff did not advise the applicant that the plan check has been completed. XI Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Ryan Ouellette Telephone #: (760) 594-1039 Date contacted: £f ,5/03 (by: ic. ) Fax #: (70.0) ^L/$ -1^ *ft Mail -^telephone "^ Fax ^ In Person REMARKS: By: Sergio Azuela Enclosures: Esgil Corporation D GA D MB D EJ D PC 7/24 tmsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858)560-1468 4 Fax (858) 560-1576 Carlsbad O3-2O46 August 5, 2003 PLAN REVIEW CORRECTION LIST SINGLE FAMILY DWELLINGS AND DUPLEXES PLAN CHECK NO.: 03-2046 JURISDICTION: Carlsbad PROJECT ADDRESS: 27O7 Cazadero Dr. FLOOR AREA: Dwelling 4,260 SF Garage 1,000 SF, Balcony 187 SF Covered Area 162 SF REMARKS: DATE PLANS RECEIVED BY JURISDICTION: 7/23 DATE INITIAL PLAN REVIEW COMPLETED: August 5, 2003 STORIES: 2 HEIGHT: DATE PLANS RECEIVED BY ESGIL CORPORATION: 7/24 PLAN REVIEWER: Sergio Azuela FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinance by the Planning Department, Engineering Department, Fire Department or other departments. Clearance from those departments may be required prior to the issuance of a building permit. Present California law mandates that residential construction comply with the 2001 edition of the California Building Code (Title 24), which adopts the following model codes: 1997 UBC, 2000 UPC, 2000 UMC and 1999 NEC (all effective 11/1/02). The above regulations apply to residential construction, regardless of the code editions adopted by ordinance. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 106.4.3, 1997 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed up the recheck process, please note on this list (or a copy) where each correction item has been addressed, i.e.. plan sheet number, specification section, etc. Be sure to enclose the marked up list when you submit the revised plans. Carlsbad O3-2046 August 5, 2003 • PLANS 1. Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercial/industrial projects (two sets of plans for residential 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, 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, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. 2. All sheets of plans must be signed by the person responsible for their preparation. (California Business and Professions Code). 3. Plans, specifications and calculations shall be signed and sealed by the California state licensed engineer or architect responsible for their preparation, for plans deviating from conventional wood frame construction. Specify expiration date of license. (California Business and Professions Code). a) Structural plans. 4. Provide a statement on the Title Sheet of the plans stating that this project shall comply with the 2001 edition of the California Building Code (Title 24), which adopts the 1997UBC, 2000 UMC. 2000 UPC and the 1999 NEC. 5. On the cover sheet of the plans, specify any items requiring special inspection, in a format similar to that shown below. Section 106.3.2. • REQUIRED SPECIAL INSPECTIONS In addition to the regular inspections, the following checked items will also require Special Inspection in accordance with Sec. 1701 of the Uniform Building Code. ITEM REQUIRED? REMARKS • SOILS COMPLIANCE PRIOR TO YES SOILS REPORT FOUNDATION INSPECTION • STRUCTURAL CONCRETE OVER 2500 PSI • STRUCTURAL MASONRY YES S-PLANS • OTHER Carlsbad 03-2046 August 5, 2003 • GENERAL RESIDENTIAL REQUIREMENTS 6. Glazing in the following locations should be of safety glazing material in accordance with Section 2406.4 (see exceptions): a) Fixed or operable panels adjacent to a door where the nearest exposed edge of the glazing is within a 24-inch arc of either vertical edge of the door in a closed position and where the bottom exposed edge of the glazing is less than 60 inches above the walking surface. • Windows adjacent to door A • Window 9 adjacent to door H at Hall. 7. Provide a note on the plans stating; "Penetrations of fire-resistive walls, floor- ceilings and roof-ceilings shall be protected as required in UBC Sections 709 and 710." • EXITS, STAIRWAYS, AND RAILINGS 8. Guardrails (Section 509.1): a) Shall have a height of 36". b) Shall be detailed showing adequacy of connections to resist the horizontal force prescribed in Table 16-B. c) Openings between railings shall be less than 4". The triangular openings formed by the riser, tread and bottom element of a guardrail at a stair shall be less than 6". 9. Handrails (Section 1003.3.3.6): a) Handrails and extensions shall be 34" to 38" above nosing of treads and be continuous. b) The handgrip portion of all handrails shall be not less than 1-1/4 inches nor more than 2 inches in cross-sectional dimension. Handrails projecting from walls shall have at least 1-1/2 inches between the wall and the handrail. c) Ends of handrails shall be returned or shall have rounded terminations or bends. 10. Provide details of winding stairway complying with Section 1003.3.3.8.2: a) Minimum tread is 6 inches at any point and minimum 9 inches at a point 12 inches from where the treads are narrowest. b) Maximum rise is 8 inches. c) Minimum width is 36 inches. • ROOFING 11. Per local ordinance, a Class A roof is required. 12. Specify roof slope. a) Clearly show it on plans for all of them , or call it typical. Carlsbad 03-2O46 August 5, 2003 13. Balconies and decks exposed to the weather and sealed underneath shall be sloped a minimum of % inch per foot for drainage. Section 1402.3. 14. Show roof drains and overflows. Sections 1506.2 and 1506.3. a) Show it on plans for the deck above the Garage. • FOUNDATION REQUIREMENTS 15. Investigate the potential for seismically induced soil liquefaction and soil instability in Seismic Zones 3 and 4. This does not apply to detached, single- story dwellings. Section 1804.5 16. Note on the plan the soils classification, whether or not the soil is expansive and note the allowable bearing value. Section 106.3.3. 17. The foundation plan does not comply with the soils report recommendations for this project. Please review the report and modify design, notes and details as required to show compliance: a) Foundation depth shall be 24" instead of 18". 18. The soils engineer recommended that he/she review the foundation excavations. Note on the foundation plan that "Prior to the contractor requesting a Building Department foundation inspection, the soils engineer shall advise the building official in writing that: a) The building pad was prepared in accordance with the soils report, b) The utility trenches have been properly backfilled and compacted, and c) The foundation excavations, the soils expansive characteristics and bearing capacity conform to the soils report." 19. Show distance from foundation to edge of cut or fill slopes ("distance-to- daylight") and show slope and heights of cuts and fills. Chapter 18. 20. Specify size, I.C.B.O. number and manufacturer of power driven pins, expansion anchors or epoxy anchors. Show edge and end distances and spacing. Section 106.3.3. 21. Clearly show size, embedment and location of hold down anchors on foundation plan. Section 106.3.3. • FRAMING 22. Specify truss identification numbers on the plans. 23. Show on the plans all structural requirements developed in the structural calculations. Section 106.3.3. a) Provide MST48, instead of MST37 at shear walls on lines A & B of the second floor-to-roof. b) Clearly show on plans all hold downs for the shear walls on line E of the second floor-to-roof. Carlsbad O3-2046 August 5, 2OO3 • MECHANICAL (UNIFORM MECHANICAL CODE) 24. Show the location, type and size (BTU's) of all heating and cooling appliances or systems. 25. Show minimum 30" deep unobstructed working space in front of furnace. UMC Section 903. 26. Show source of combustion air to furnace, per Chapter 7, UMC. Specify the location and sizes of both of the combustion air openings. 27. Specify on the plans the following information for the fireplace(s), per Section 106.3.3: a) Manufacturer's name. b) Model name/number. c) ICBO approval number, or equal. d) Show height of chimney above roof per I.C.B.O. approval or UBC Table 31-B. e) Note on the plans that approved spark arresters shall be installed on all chimneys. UBC, Section 3102.3.8. 28. Note on plan: Gas vents and noncombustible piping in walls, passing through three floors or less, shall be effectively draft stopped at each floor or ceiling. UBC, Section 711.3. • ELECTRICAL (NATIONAL ELECTRICAL CODE) 29. Per NEC Art. 210-11(c)3, note on the plans that bathroom circuiting shall be either: a) A 20 ampere circuit dedicated to each bathroom, or b) At least one 20 ampere circuit supplying only bathroom receptacle outlets. 30. All bedroom branch circuits now require arc fault protection. Note clearly on the plans that "Bedroom branch circuits will be arc fault circuit protected." NEC Art. 210-12(b). • PLUMBING (UNIFORM PLUMBING CODE) 31. Show water heater size (1st hour rating) and type on plans. UPC, Section 501.0. 32. In the garage, provide an adequate barrier to protect water heater from vehicle damage. An 18" platform for the water heater does not satisfy this requirement. UPC, Section 510.3. 33. Show T and P valve on water heater and show route of discharge line to exterior. UPC, Section 608.5. Carlsbad O3-2046 August 5, 20O3 34. In Seismic Zones 3 and 4, show that water heater is adequately braced to resist seismic forces. Provide two straps (one strap at top 1/3 of the tank and one strap at bottom 1/3 of the tank). UPC, Section 510.5 • ENERGY CONSERVATION 35. The window schedule shall clearly describe the required U-factor and solar heat gain coefficient (SHGC) values, and demonstrate compliance with the Title 24 energy calculations. 36. The regulations require a properly completed and properly signed Form CF-1R to be either imprinted on the plans, taped to the plans or "sticky backed" on the plans, to allow the building inspector to readily compare the actual construction with the requirements of the approved energy design. 37. All sheets of the latest CF-1 R form must be imprinted onto the plans (sheets 1 of 3, 2 of 3 and 3 of 3 must be included). 38. All energy items shown on the plans must be in agreement with the information shown on the properly completed Form CF-IR. 39. Specify on the building plans all of the mandatory energy conservation requirements as listed on the enclosure titled, "Mandatory Measures Checklist". 40. Show the make, model, type and efficiency of the space heating (or cooling) system. 41. Provide fluorescent general lighting (40 lumens per watt minimum) in kitchen(s) and bathrooms (containing a tub or shower). 42. Note on the plans: "The manufactured windows shall have a label attached certified by the National Fenestration Rating Council (NFRC) and showing compliance with the energy calculations." • MISCELLANEOUS 43. Provide an approved decking material for the deck above the Garage. 44. Provide structural design, including all connection details and specifications, support construction details, and structural calculations for all connections and supports. Additional corrections may follow. CARLSBAD SPECIAL CODE REQUIREMENTS 45. Special inspection is required, the designer shall complete the attached Special Inspection Notice. Carlsbad 03-2046 August 5, 2O03 City of Carlsbad Building Department BUILDING DEPARTMENT NOTICE OF REQUIREMENT FOR SPECIAL INSPECTION Do Not Remove From Plans Plan Check No. 03-2046 Job Address or Legal Description 2707 Cazadero Dr. Owner Address You are hereby notified that in addition to the inspection of construction provided by the Building Department, an approved Registered Special Inspector is required to provide continuous inspection during the performance of the phases of construction indicated on the reverse side of this sheet. The Registered Special Inspector shall be approved by the City of Carlsbad Building Department prior to the issuance of the building permit. Special Inspectors having a current certification from the City of San Diego, Los Angeles, or ICBO are approved as Special Inspectors for the type of construction for which they are certified. The inspections by a Special Inspector do not change the requirements for inspections by personnel of the City of Carlsbad building department. The inspections by a Special Inspector are in addition to the inspections normally required by the County Building Code. The Special Inspector is not authorized to inspect and approve any work other than that for which he/she is specifically assigned to inspect. The Special Inspector is not authorized to accept alternate materials, structural changes, or any requests for plan changes. The Special Inspector is required to submit written reports to the City of Carlsbad building department of all work that he/she inspected and approved. The final inspection approval will not be given until all Special Inspection reports have been received and approved by the City of Carlsbad building department. Please submit the names of the inspectors who will perform the special inspections on each of the items indicated on the reverse side of this sheet. (over) Carlsbad 03-2046 August 5, 2003 SPECIAL INSPECTION PROGRAM ADDRESS OR LEGAL DESCRIPTION: PLAN CHECK NUMBER: OWNER'S NAME: I, as the owner, or agent of the owner (contractors may not employ the special inspector), certify that I, or the architect/engineer of record, will be responsible for employing the special inspector(s) as required by Uniform Building Code (UBC) Section 1701.1 for the construction project located at the site listed above. UBC Section 106.3.5. Signed I, as the engineer/architect of record, certify that I have prepared the following special inspection program as required by UBC Section 106.3.5 for the construction project located at the site listed above. t'* S«»l & Slgiutur* H»r» Signed 1. List of work requiring special inspection: O Soils Compliance Prior to Foundation Inspection Q Field Welding D Structural Concrete Over 2500 PSI D High Strength Bolting H] Prestressed Concrete Q Expansion/Epoxy Anchors O Structural Masonry CH Sprayed-On Fireproofmg n Designer Specified Q Other 2. Name(s) of individual(s) or firm(s) responsible for the special inspections listed above: A. B. C. 3. Duties of the special inspectors for the work listed above: A. B. C. Special inspectors shall check in with the City and present their credentials for approval prior to beginning work on the job site. Carlsbad O3-2046 August 5, 2003 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: O3-2046 PREPARED BY: Sergio Azuela DATE: August 5, 2003 BUILDING ADDRESS: 27O7 Cazadero Dr. Ouellette Residence BUILDING OCCUPANCY: R~3 & U-l TYPE OF CONSTRUCTION: V-N BUILDING PORTION Dwelling Garage Balcony Covered Area Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code AREA ( Sq. Ft.) 4260 1000 187 162 4260 cb Valuation Multiplier 82.00 23.00 12.00 7.25 3.00 By Ordinance Reg. Mod. VALUE ($) 349,320 * 23,000 2,244 1,175 12,780 388,519 $1,436.68 1994 UBC Plan Check Fee Type of Review: [^Repetitive Fee^] Repeats Comments: Complete Review D Other —Hourly Structural Only Hour Esgil Plan Review Fee $933.84 $804.54 Sheet 1 of 1 macvalue.doc BUILDING PLANCHECK CHECKLIST DATE: BUILDING PROJECT DESCRIPTION: ASSESSOR'S PARCEL NUMBER:- Jtf EST. VALUE: ENGINEERING DEPARTMENT APPROVAL The item you have submitted for review has been approved. The approval is based on plans, information and/or specifications provided in your submittal; therefore any changes to these items after this date, including field modifications, must be reviewed by this office to insure continued confonmance with applicable codes. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to build. A Right-of-Way permit is required prior to construction of the following improvements: DENIAL Please see. the^attached report of deficiencies marked withB^Make necessary corrections to plans or specifications for compliance with applicable codes and standards. Submit corrected plans and/or specifications to this office for review. Date: Date: Date: FOR OFFICIALESE ONLY ENGINEERING AUTHORIZATION TO ISSUE BUILDING PERMIT: Date: Dedicatwff Application Dedication Checklist Improvement Application Improvement Checklist Future Improvement Agreement Grading Permit Application Grading Submittal Checklist Right-of-Way Permit Application Right-of-Way Permit Submittal Checklist and Information Sheet Sewer Fee Information Sheet ENGINEERING DEPT. CONTACT PERSON Name: JOANNE JUCHNIEWICZ City of Carlsbad Address: 1635 Faraday Avenue, Carlsbad, CA 92008 Phone: (760) 602-2775 CFD INFORMATION Parcel Map No: Lots: Recordation: Carlsbad Tract: A-4 om (Gwteric).doc BUILDING PLANCHECK CHECKLIST ^ ^. Provide a fully dimensioned site plan drawn to scale. Show: A. North Arrow B. Existing & Proposed Structures C. Existing Street Improvements D. Property Lines E. Easements F. G. H. I. J. Right-of-Way Width & Adjacent Streets Driveway widths Existing or proposed sewer lateral Existing or proposed water service Existing or proposed irrigation service Show on site plan: A.Drainage Patterns 1. Building pad surface drainage must maintain a minimum slope of one percent towards an adjoining street or an approved drainage course. 2. ADD THE FOLLOWING NOTE: "Finish grade will provide a minimum positive drainage of 2% to swaie 5' away from building." B. Existing & Proposed Slopes and Topography C. Size, type, 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. wer and water laterals should not be located within proposed driveways, per standards. . Include on title sheet: A. Site address B. Assessor's Parcel Number C. Legal Description For commercial/industrial buildings and tenant improvement projects, include: total building square footage with the square footage for each different use, existing sewer permits showing square footage of different uses (manufacturing, warehouse, office, etc.) previously approved. EXISTING PERMIT NUMBER DESCRIPTION H:\WORnDOCSVCHKLSTOuMlng Ptanchedt Cttst Fonn BUILDING PLANCHECK CHECKLIST 3rd DISCRETIONARY APPROVAL COMPLIANCE G 4a. Project does not comply with the following Engineering Conditions of approval for Project No. D D D 4b. All conditions are in compliance. Date: DEDICATION REQUIREMENTS n n ^r^ n n ,V^ n^ 5.Dedication for all street Rights-of-Way adjacent to the building site and any storm drain or utility easements on the building site is required for all new buildings and for remodels with a value at or exceeding $15.000. pursuant to Carlsbad Municipal Code Section 18.40.030. Dedication required as follows: Dedication required. Please have a registered Civil Engineer or Land Surveyor prepare the appropriate legal description together with an 8 %" x 11" plat map and submit with a title report. All easement documents must be approved and signed by owner(s) prior to issuance of Building Permit. Attached please find an application form and submittal checklist for the dedication process. Submit the completed application form with the required checklist items and fees to the Engineering Department in person. Applications will not be accept by mail or fax. Dedication completed by:Date: IMPROVEMENT REQUIREMENTS 6a. 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 $75.000. pursuant to Carlsbad Municipal Code Section 18.40.040. Public improvements required as follows: ; Attached please find an application form and submittal checklist for the public improvement requirements. A registered Civil Engineer must prepare the appropriate improvement plans and submit them together with the requirements on the attached checklist to the Engineering Department through a separate plan check process. The completed application form and the requirements on the H:\WOftlM)OCSyCHKLST\aulWifX) PlandwckCkW Fotm (RIDDLE • HARVEY M2-QQ).doc R«V. 1228/96 BUILDING PLANCHECK CHECKLIST »RD D D D checklist must be submitted in person. Applications by mail or fax are not accepted. Improvement plans must be approved, appropriate securities posted and fees paid prior to issuance of building permit. Improvement Plans signed by:Date: 6b. Construction of the public improvements may 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 of $310 so we may prepare the necessary Future Improvement Agreement. This agreement must be signed, notarized and approved by the City prior to issuance of a Building permit. D n n ODD Future public improvements required as follows: 6c. Enclosed please find your Future Improvement Agreement, agreement signed and notarized to the Engineering Department. Please return Future Improvement Agreement completed by: Date: 6d. No Public Improvements required. SPECIAL NOTE: Damaged or defective improvements found adjacent to building site must be repaired to the satisfaction of the City Inspector prior to occupancy. GRADING PERMIT REQUIREMENTS The conditions that invoke the need for a grading permit are found in Section 11.06.030 of the Municipal Code. 7a. Inadequate information available on Site Plan to make a determination on grading requirements. Include accurate grading quantities (cut, fill import, export). 7b. Grading Permit required. A separate grading plan prepared by a registered Civil Engineer must be submitted together with the completed application form attached. NOTE: The Grading Permit must be issued and rough grading approval obtained prior to issuance of a Building Permit. Grading Inspector sign off by:Date: 7c. Graded Pad Certification required. (Note: Pad certification may be required even if a grading permit is not required.) H:\WORD\DOCSttHKLSTOulkllng Ptanchaok CUM Form (Gomrio 7-14-00).doc BUILDING PLANCHECK CHECKLIST D n n 7d .No Grading Permit required. 7e. If grading is not required, write "No Grading" on plot plan. MISCELLANEOUS PERMITS 8. A RIGHT-OF-WAY PERMIT is required to do work in City Right-of-Way and/or private work adjacent to the public Right-of-Way. Types of work include, but are not limited to: street improvements, tree trimming, driveway construction, tying into public storm drain, sewer and water utilities. Right-of-Way permit required for: D 9- INDUSTRIAL WASTE PERMIT If your facility is located in the City of Carlsbad sewer service area, you need to contact the Carlsbad Municipal Water District, located at 5950 El Camino Real, Carlsbad, CA 92008. District personnel can provide forms and assistance, and will check to see if your business enterprise is on the EWA Exempt List. You may telephone (760) 438-2722, extension 7153, for assistance. Industrial Waste permit accepted by: Date: 10.NPDES PERMIT Complies with the City's requirements of the National Pollutant Discharge Elimination System (NPDES) permit. The applicant shall provide best management practices to reduce surface pollutants to an acceptable level prior to discharge to sensitive areas. Plans for such improvements shall be approved by the City Engineer prior to issuance of grading or building permit, whichever occurs first 11. QrRequired fees are attached Q No fees required WATER METER REVIEW 12a. Domestic (potable) Use Ensure that the meter proposed by the owner/developer is not oversized. Oversized meters are inaccurate during low-flow conditions. If it is oversized, for the life of the meter, the City will not accurately bill the owner for the water used. • All single family dwelling units received "standard" 1" service with 5/8" service. HAWOftaDOCSCHKLSTOulkHng Ptenetwt* CUtt Form <G«mric).ctoc Km. 7/14/00 1ST )ND }RD n n 12b. BUILDING PLANCHECK CHECKLIST • If owner/developer proposes a size other than the "standard", then owner/developer must provide potable water demand calculations, which include total fixture counts and maximum water demand in gallons per minute (gpm). A typical fixture count and water demand worksheet is attached. Once the gpm is provided, check against the "meter sizing schedule" to verify the anticipated meter size for the unit. • Maximum service and meter size is a 2" service with a 2" meter. • If a developer is proposing a meter greater than 2", suggest the installation of multiple 2" services as needed to provide the anticipated demand, (manifolds are considered on case by case basis to limit multiple trenching into the street). Irrigation Use (where recycled water is not available) All irrigation meters must be sized via irrigation calculations (in gpm) prior to approval. The developer must provide these calculations. Please follow these guidelines: 1. If the project is a newer development (newer than 1998), check the recent improvement plans and observe if the new irrigation service is reflected on the improvement sheets. If so, at the water meter station, the demand in gpm may be listed there. Irrigation services are listed with a circled "I", and potable water is typically a circled "W". The irrigation service should look like: STA 1+00 Install 2" service and 2. 1.5: meter (estimated 100 gpm) If the improvement plans do not list the irrigation meter and the service/meter will be installed via another instrument such as the building plans or grading plans (w/ a right of way permit of course), then the applicant must provide irrigation calculations for estimated worst-case irrigation demand (largest zone with the farthest reach). Typically, Larry Black has already reviewed this if landscape plans have been prepared, but the applicant must provide the calculations to you for your use. Once you have received a good example of irrigation calculations, keep a set for your reference. In general the calculations will include: • Hydraulic grade line • Elevation at point of connection (POC) • Pressure at POC in pounds per square inch (PSI) • Worse case zone (largest, farthest away from valve • Total Sprinkler heads listed (with gpm use per head) • Include a 10% residual pressure at point of connection 3. In general, all major sloped areas of a subdivision/project are to be irrigated via separate irrigation meters (unless the project is only SFD with no HOA). As long as the project is located within the City recycled water HAWORDiOOCStCHKLSTOuUIng Plancheck CUM Forni (GMwrtcJ.doc BUILDING PLANCHECK CHECKLIST I ST 2ND 3RD service boundary, the City intends on switching these irrigation services/meters to a new recycled water line in the future. [] [3 12c. Irrigation Use (where recycled water is available) 1. Recycled water meters are sized the same as the irrigation meter above. 2. If a project fronts a street with recycled water, then they should be connecting to this line to irrigate slopes within the development. For subdivisions, this should have been identified, and implemented on the improvement plans. Installing recycled water meters is a benefit for the applicant since they are exempt from paying the San Diego County Water Capacity fees. However, if they front a street which the recycled water is there, but is not live (sometimes they are charged with potable water until recycled water is available), then the applicant must pay the San Diego Water Capacity Charge. If within three years, the recycled water line is charged with recycled water by CMWD, then the applicant can apply for a refund to the San Diego County Water Authority (SDCWA) for a refund. However, let the applicant know that we cannot guarantee the refund, and they must deal with the SDCWA for this. D D D 13. Additional Comments: mwORD\DOC5CHKLSTOuldlng Plan*** CUrt Form (G**wrtcJ.(toc ENGINEERING DEPARTMENT FEE CALCULATION WORKSHEET D .Estimate based on unconfirmed information from applicant. Or Calculation based on building plancheck plan submittal. 1 CAddress: Prepared bv:Date: Bldg. Permit No._ Checked by: / fc? Date: EDU CALCULATIONS: List types and square footages for all uses. Types of Use: Sf^K. Sq. Ft/Units: Types of Use: Sq. Ft./Units: APT CALCULATIONS: List types and square footages for all uses. Types of Use: 'TvTipx Sq. Ft/Units: Types of Use: Sq. Ft./Units: EDU's: EDU's: ADT's:. ADTs: FEES REQUIRED: WITHIN CFD: D YES (no bridge & thoroughfare fee in District #1, reduced Traffic Impact Fee) 1.PARK-IN-LIEUFEE FEE/UNIT: PARK AREA & #: X NO. UNITS:=$_ . TRAFFIC IMPACT FEE ADTs/UNITS:FEE/ADT;=$. AND THOROUGHFARE FEE (DIST.#1 ^ DIST. #2 DIST. #3 ADTs/UNITS;_ . FACILITIES MANAGEMENT FEE UNIT/SQ.FT.: / . SEWER FEE EDU's: BENEFIT AREA: EDU's: X ZONE: X FEE/SQ.FT./UNIT:. X FEE/EDU: FEE/EDU: 6. SEWER LATERAL ($2,500) 7. DRAINAGE FEES PLDA O ACRES: =$. =$. =$. =$_ /LOW X FEE/AC: 8. POTABLE WATER FEES UNITS CODE CONNECTION FEE METER FEE SDCWA FEE IRRIGATION F:\FEE CALCUUTION WORKSHEET.doc 1of2 Rev. 7/14/00 ENGINEERING DEPARTMENT FEE CALCULATION WORKSHEET D 9. RECLAIMED WATER FEES UNITS CODE CONNECTION FEE METER FEE TOTAL OF ABOVE FEES*: $ *NOTE: This calculation sheet is NOT a complete list of all fees which may be due. Dedications and Improvements may also be required with Building Permits. 2 of 2 FAFEE CALCULATION WORKSHEET.** p^ mAJOQ 10/09/2003 08:32 FAX 7604984178 PROJECT INSPECTOR:. PROJECT ID. _ CITYOFCARLSBAD CITY OF CARLSBAD GRADING INSPECTION CHECKLIST FOR PARTIAL STTE RELEASE ft. AOJV&-OATEd^Sl LOTS REQUESTED FOR NOi APPLICABLE 1st 2id. PLETE OR UNACCEPTABLE 1. SKtKotss lo r«qut$i»d tel» adequate and bgfcafly grouped. 2. Stte erosion control measures adequate. 3. Overal site adequate for health, safety and wedhra of pubic. 4. Letter of request far partial release submitted. 5. 8 ^'X11'9lt» plan (attachment) show^ 6. Compactton report from sote engineer submitted 7. EnojneerofWorfccertmcattonofvw^ 8. Geotogictngineer's letter IT unusual geologic or subcuta 9. Project corxfitfons of approval checked for oonflfch. 10. weather roads access to sNe. Partial Mease of grading for the above stated Ms to approved lor •» purpose of buUng pam* suandt. issuance of buBding pcrmfts Is st» subject to aJ normal Cty recMramsrts raojuM pursuaiK to the buldhg permH process. O Partial (Wease of the stte ts denied far the Idtowing reason* Date Cor rtructton Manager Date DD Plan CheckN. DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST ZMVo Address 2Ho"l Planner Rebeca Vazquez APN: O Ig-MOO- Phone (7601602-4625 Type of Project &^Use: SP Zonii Net Project Density:,DU/AC CFD (In/out) #_Date of participation:. Facilities Management Zone: _ ^'Memaining net dev acres:. Circle One (For non-residential development: Type of land used created by this permit:J ) Legend: O Item Complete Q Item Incomplete - Needs your action Environmental Review Required: YES NO /^ TYPE 1 DATE OF COMPLETION: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: Discretionary Action Required: APPROVAL/RESO. NO. PROJECT NO. YES TYPE DATE OTHER RELATED CASES: Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approval: j NQ3 Q CD Coastal Zone Assessment/Compliance Project site located in Coastal Zone? YES_ 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 Permit Required or Exempt): _ _ Coastal Permit Determination Form already completed? YES If NO, complete Coastal Permit Determination Form now. Coastai Permit Determination Log #: _ NO Follow-Up Actions: 1) Stamp Building Plans as "ExerhpT br^Coastat^ermit^equirecf (at minimum 2) Complete Coastal Permit Determination Log as needed. Incluslonary Housing Fee required: YES Y 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, UPDATE!) H:\ADMIN\COUNTER\BldgPlnchkRevChkfst Rev 9/01 ~SK*Plan: 1. Provide a fully dimensional site plan drawn to scale. Show: North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of-way ___..width, dimensional setbacks^ an_d_existlng_tQpQgraphica| lines (including all side and rear yard slopes). 2. Provide legal description of property and assessor's parcel number. Policy 44 - Neighborhood Architectural Design Guidelines 1. Applicability: YES. "X NO GkD CD 2. Project complies YES > Zoning: 13* D D 1- Setbacks: Front: Interior Side: Street Side: Rear: v^Tpp of slope: CD CD CD 2. Accessory^tKicJuresetba Front: ^^^^^. Interior Side: Street Side: Rear: Structure separation: OfD Q 3. Lot Coverage: pa^U D 4. Height: \3fO CD "5. Parking: Spaces (breakdown by Residential Guest Spaces Re< CD D PI Additional Comments c NO Required «P Required I 2) ' Required Required ^Lo1 Reauired icks: Required ""Required RequiT^CS^ Required ^^ Required ^*^ Required 1"^ fa j Required O-> Required oC uses for commercial and quired Shown i Shown (5 * Shown Shown *S Co' Shown Shown Shown Shown Shown Shown Shown "\ »O /cs Shown f^l O Shown / <3 industrial projects required) Shown OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER DATE eyWcA/ / H:\ADMIN\COUNTER\BldgPlnchkRevChklst m Qi PALOS VERDES Engineering Civil cincl Structural Consulting 6027-1 Paseo Delicias P.O. Box 2211 Rancho Santa Fe California 92067 pvecrsf @ earthlink.net 858 759 2434 858 759 8324 FAX Structural Calculations New Residence PREPARED FOR Mr. Ryan Ouellette 449 Santa Fe Drive Encinitas, CA 92024 PROJECT Lot 737 La Costa Meadows Carlsbad, CA 92009 Paul S. Christenson RCE C57182, exp. 12-31-05 July 1, 2003 PVEC File No. 24-03-479 Civil 1.0 PALOSVERDES Engineering and Structural Consulting Design Criteria: 6027-I Paseo Delicias P.O. Box 2211 Rancho Santa Fe California 92067 pvecrsf@earthlink.net 858 759 2434 858 759 8324 FAX Code: Timber: 2001 California Building Code Douglas Fir-Larch (DF-L), WWPA or WCLIB 2x Wall Framing: DF-L #2 (unless noted otherwise) 2x Rafters & Joists: DF-L #2 " Posts & Beams: DF-L #1 " Glue-Lam Beams: Simple Span: Cantilevers: Grade 24F-V4 (DF/DF) Grade 24F-V8 (DF/DF) Sheathing: Min. APA-Rated Sheathing, Exposure 1, Plywood or OSB (U.N.O.) Engineered Framing: Concrete: Wood l-Joists: LVL, PSL TJI/Pro 150,250,350,550 1.9E Microllam, 2.0E Parallam NER-200 NER-481 Compressive Strength @ 28 days per ASTM C39-96: Footings; fc = 2500 psi Grade Beams: fc = 3000 psi Concrete Block: Grade N-i per ASTM C90-95, fm = 1500 psi per ASTM E447-92 Mortar: Grout: Reinforcing Steel: Structural Steel: Welding Electrodes: Bolts: Soils: References: Type S Mortar Cement per ASTM C270-95, Min. fm = 1800 psi @ 28 days. Coarse Grout w/ 3/8" Max. Aggregate per ASTM C476-91, Min. fm = 2000 psi @ 28 days. #4 & Larger: #3 & Smaller: ASTM A615-60 (Fy = 60 ksi) ASTM A615-40 (Fy = 40 ksi) 'W Shapes: ASTM A992, Fy= 50-65 ksi Plates, Angles, Channels: ASTM A36, Fy = 36 ksi Tube Shapes: Pipe Shapes: Structural Steel: A615-60Rebar: Sill Plate Anchor Bolts & Threaded Rods: Steel Moment & Braced Frames: ASTM A500, Grade B, Fy= 46 ksi ASTM A53, Grade B, Fy=35 ksi E70-T6 E90 Series A307 Quality Minimum A325 (Bearing, U.N.O.) Palos Verdes Engineering Corporation Consulting Structural Engineers 6027-1 Paseo Delicias • P.O. Box 2211 • Rancho Santa Fe, CA 92067 Telephone (858) 759-2434 • Fax (858) 759-8324 JOB SHEET NO_JL CALCULATED BY CHECKED BY SCALE OF DATE DATE l.Q 2.1 "filL)$s//2/>fT. Rn.6 HISC DL- LL^ 5>v 2 A 1.7 is.oPsf i [> , 0 PSf H.o Psf 2.5 3J 2.5 U ™ H^/S Uwo ^J r o. 57^ 1.3 Vr 0.17V D 0 10=Palos Verdes Engineering Corporation JOB ZH-P' Consulting Structural Engineers SHEET NO__J> OF CALCULATED BY P^c DATE 6-1 6027-1 Paseo Delicias • P.O. Box 2211 • Rancho Santa Fe, CA 92067 CHECKED BY DATE Telephone (858) 759-2434 • Fax (858) 759-8324 " ~SCALE - 10' X = 17. Palos Verdes Engineering Corporation Consulting Structural Engineers 6027-1 Paseo Delicias • P.O. Box 2211 • Rancho Santa Fe, CA 92067 Telephone (858) 759-2434 • Fax (858) 759-8324 JOB SHEET NO U_OF CALCULATED BY CHECKED BY SCALE DATE DATE M 5 - P- IV J ' Verdes Engineering Corporation Consulting Structural Engineers 6027-1 Paseo Delicias • P.O. Box 2211 • Rancho Santa Fe, CA 92067 Telephone (858) 759-2434 • Fax (858) 759-8324 JOB SHEET NO OF CALCULATED BY CHECKED BY SCALE DATE DATE 2_ z r 7i*1- 7? I *C 6^, "X -t Palos Verdes Engineering Corporation Consulting Structural Engineers 6027-1 Paseo Delicias • P.O. Box 2211 • Rancho Santa Fe, CA 92067 Telephone (858) 759-2434 • Fax (858) 759-8324 JOB IM-OJ-471 SHEET NO OF CALCULATED BY CHECKED BY SCALE DATE DATE H O PlOtflL- \ -OA H L l-ioa & 'A O.ll AJ P- IS"-)' ALLOWABLE UNIFORM LOAD — FLOOR (too HOW TO USE THESE TABLES \. Determine the tots! load and live load on the joist in pounds per lineal foot(plf). 1. Locate under JOIST CLEAR SPAN a span that meeb or exceedi the required joiit ipan. 3. Scan right acrois the row unb'l you find a cell where both the maximum TOTAL LOAD value and the maximum UV£ LOAD value meet or exceed the required load*. In cell* where LIVE LOAD « not listed, TOTAL LOAD wilt control. 4. The series and depth of the appropriate TJl® joist Is shown at the top of the column in which the cell it located. OA 211 227 227 329'329*329' 182 182 182 264*264'264' 152 152 152 220*220'220' 129 131 131 131 185*189'189*189' 90 114 114 114 131 166*166'166' 65 102 94 102 102 95 147'136'147*147' 48 70 92 92 71 133*102 133*133' 37 74 54 83 73 83 55 110*79 121'105 121' 29 58 42 76 57 76 43 86 62 111*83 111' 23 33 67 45 70 34 68 49 99*102' 18 37 27 54 37 65 27 55 40 80 54 95' 30 22 44 30 61 22'45 33 66 44 89' 25 18 37 25 50 18 37 27 55 37 74 21 31 21 42 31 23 46 31 18 26 18 36 26 19 39 26 53 ' Joijt reaction (simple jpanj exceedi 1200 Ibi., web sb'ffenen are required at hanger Jocatiom. Web itiffenerj may be required for other conditions, jee notes below. GENERAL NOTES Tablei are baied on; • Uniformly loaded joiiti. • Valu« ihown assume no compoiite action provided by jheathing. • Most reitrictive of jirnple or multiple, (pan. • TOTAL LOAD limib joiit deflection to L/240. • LIVE LOAD is bawd on joiit deflection of IH80. * • If Irvc load deflection limit of L/360 it desired, multiply value in UVE LOAD column by 1.33. The reuniting Ifve load (hall not exceed the TOTAL LOAD shown. WEB ST1FFENER REQUIREMENTS • Required if the sides of the hanger do not laterally lupport the TJl® joist top fla or per footnote! on pagei 20 and 21. * TJI'/Pio1"1 550 joists only: At hanger location! where joiit reaction! exceed 1200 Ibi. Palos Verdes Engineering Corporation Consulting Structural Engineers 6027-1 Paseo Delicias • P.O. Box 2211 • Rancho Santa Fe, CA 92067 Telephone (858) 759-2434 • Fax (858) 759-8324 JOB SHEET NO 7 OF CALCULATED BY CHECKED BY SCALE DATE DATE MM BHC P/TO LJ - rsp- S PAu - i A : M.V VP u- ^0 Palos Verdes Engineering Corporation Consulting Structural Engineers 6027-1 Paseo Delicias • P.O. Box 2211 • Rancho Santa Fe, CA 92067 Telephone (858) 759-2434 • Fax (858) 759-8324 JOB SHEET NO &OF CALCULATED BY CHECKED BY SCALE DATE DATE M.6 BK fe 5TAO. ex/ J1 0"' V • & 1. 6 ft/ t 77 Palos Verdes Engineering Corporation Consulting Structural Engineers 6021-1 Paseo Delicias • P.O. Box 2211 • Rancho Santa Fe, CA 92067 Telephone (858) 759-2434 • Fax (858) 759-8324 JOB 2*0*} - SHEET NO OF CALCULATED BY Be, CHECKED BY SCALE DATE fi-T7- DATE S - X = a &* "-/• DSH Palos Verdes Engineering Corporation Consulting Structural Engineers 6027-1 Paseo Delicias • P.O. Box 2211 • Rancho Santa Fe, CA 92067 Telephone (858) 759-2434 • Fax (858) 759-8324 JOB SHEET NO IfJ OF CALCULATED BY_ CHECKED BY SCALE DATE DATE t^~-JL=^- •-> -T? fir = 10 &5 0, S20 Ax)/Ma 5*1 V- Palos Verdes Engineering Corporation Consulting Structural Engineers 6027-1 Paseo Delicias • P.O. Box 22II • Rancho Santa Fe, CA 92067 Telephone (858) 759-2434 • Fax (858) 759-8324 JOB SHEET NO M CALCULATED BY CHECKED BY SCALE OF DATE DATE SO LAPFfUL AMAL4S.IS - HAKi N/5: P HAH (JAIL' OP : DALL- T1F: ILf- ;f PfeTiT. B t^r 2J* to'6641 Palos Verdes Engineering Corporation Consulting Structural Engineers 6027-1 Paseo Delicias • P.O. Box 2211 • Rancho Santa Fe, CA 92067 Telephone (858) 759-2434 • Fax (858) 759-8324 JOB 2*t>; SHEET NO %'!?, CALCULATED BY_ CHECKED BY __ SCALE OF DATE;? DATE 5 UML 43 JT o Hor r £02* LJ/XlU.'bi '/ lOAlL nsny li IT-. MOP Palos Verdes Engineering Corporation Consulting Structural Engineers 6027-1 Paseo Delicias • P.O. Box 2211* Rancho Santa Fe, CA 92067 Telephone (858) 759-2434 • Fax (858) 759-8324 JOB Z.1.0VM71 SHEET NO 4 (3 OF CALCULATED BY fie DATE6. CHECKED BY DATE SCALE n,. nv (xJ,'AIL, Palos Verdes Engineering Corporation Consulting Structural Engineers 6027-1 Paseo Delicias • P.O. Box 2211 • Rancho Santa Fe, CA 92067 Telephone (858) 759-2434 • Fax (858) 759-8324 JOB £ SHEET NO N OF. CALCULATED BY CHECKED BY SCALE DATE DATE 5,7- V tM\ir'< lY ViDP MALL '2'V LJALL HIT -. 1 Palos Verdes Engineering Corporation Consulting Structural Engineers 6027-1 Paseo Delicias • P.O. Box 2211 • Rancho Santa Fe, CA 92067 Telephone (858) 759-2434 • Fax (858) 759-8324 JOB SHEET N0 OF CALCULATED BY_ CHECKED BY SCALE DATE fi DATE Palos Verdes Engineering Corporation Consulting Structural Engineers 6027-1 Paseo Delicias • P.O. Box 2211 • Rancho Santa Fe, CA 92067 Telephone (858) 759-2434 • Fax (858) 759-8324 JOB SHEET NO CALCULATED BY CHECKED BY SCALE OF DATE DATE -& ®-& -€) HDr .1 62> PF ovr i os «ia> UJALL, Nt> V off-- 27 65"w Palos Verdes Engineering Corporation Consulting Structural Engineers 6027-1 Paseo Delicias • P.O. Box 2211 • Rancho Santa Fe, CA 92067 Telephone (858) 759-2434 • Fax (858) 759-8324 JOB DATE 6-23 SHEET NO \' OF_ CALCULATED BY P»C CHECKED BY DATE SCALE orF I/: PHP 2, i rm PALOS lis™ VERDES Engineering 2001 CALIFORNIA BUILDING CODE SMEAR IUALL SCHEDULE SHEAR UIALL No. APA RATED STRUCT. WOOD PANEL THICK. CCfMON NAIL SPACING « EDGES AND BOUNDARIES, FIELD NAILING « 12" OC. ALLOWABLE SHEAR /FT IUOOD STUDS •16" OjC. UKO, SLIDING ANCHOR SYSTEM 5/811* AB. SPACING2 2x SILL V« II84» 3x SILLV- 1520* OC. A35 OR EQUIV. OC. Ifcd COMMON NAIL SPACING 2xSOLE PLATE ONLY V. 12V OC. SCREW SPACING 2xSOLE PLATE ONLY ftflK.41 or. 1/8" STUCCO No. II GA. « 6'OC. A35« 30" Or:. 3/8"8d «48"A35«lfl"OjC. 5"36" I&/32"8d oc.42"A35«3"24" I5/32"8d * 3B &50-/FT.32"A35«9" Or. 18" 15/32"8d • 2" oc.130-/FT.24"A35«roc.18" 15/32"oc.81^/FT.20"A35« b'OC. L FRAMING AT FOUNDATION SILL PLATES AND ADJOINING PANEL EDGES SMALL BE IN A SINGLE 3-INCH NOMINAL MEMBER AND ALL MAILS SHALL BE STAGGERED. 2-JNCH NOMINAL SILL PLATE MAT BE USED AT UPPER LEVELS. 1/2" EDGE DISTANCE REQUIRED AT 3x BOUNDARY AND PANEL EDGE MEMBERS OF T«SE WALLS 2. SIMPSON BP 5/8 BEARING PLATES fl-ARR 25293;, OR EQUAL, SHALL BE USED WITH 5/8" AB. 5/8" SIMPSON WEDGE-ALL ANCHORS (kARR 24682^ MAY BE USED IN LIEU Of 5/8" AB AT EXISTING FOOTINGS WITH SAME SPACING PER TABLE ABOVE. 3. ALL SILL NAILING SHALL BE STAGGERED 1/2" MINIMUM. OYPICAL> 4. UWEN A SHEARUIALL (S SPECFIED ON BOTH SIDES OF WALL , fill SLIDING >SNCHOR CONNECTORS SHALL BE ATTACHED IUITH SPACINGS FROM THE TABLE ABOVE TO BE REDUCED BY HALF. Palos Verdes Engineering Corporation Consulting Structural Engineers 6027-1 Paseo Delicias • P.O. Box 2211 • Rancho Santa Fe, CA 92067 Telephone (858) 759-2434 • Fax (858) 759-8324 JOB SHEET NO f{ _OF_ CALCULATED BY CHECKED BY SCALE DATE O 12' y/T 6/L p ft V- tc/ L I,;-/' v fit /iP. HlL >jT. frc- 7<>v - -56 psr To specify your title biock on these five lines, use the SETTINGS main menu selection, choose the Printing & Title Block tab, and ent your title block information. Rev: 560100 User. KW-0601325. Ver 5.6.1, 25-Oct-2002 (c)1983-2002 ENERCALC Engineering Software Title : Dsgnr: Description: Scope: Job# Date: 2:13PM, 30JUN03 20 Cantilevered Retaining Wall Design Page 1 Description 4' Retaining Wall Criteria | Retained Height = 4.00ft Wall height above soil = 0.00ft Slope Behind Wall = 0.00 : 1 Height of Soil over Toe = 0.00 in Soil Density = HO.OOpcf Wind on Stem = 0.0 psf Surcharge Loads | Surcharge Over Heel = o.O psf Used To Resist Sliding & Overturning Surcharge Over Toe = 50.0 psf Used for Sliding & Overturning Design Summary | Total Bearing Load = 1 .500 Ibs ... resultant ecc. = 2.81 in Soil Pressure @ Toe = 1,277 psf OK Soil Pressure @ Heel = 224 psf OK Allowable = 2,500 psf Soil Pressure Less Than Allowable ACI Factored @ Toe = 1 ,703 psf ACI Factored @ Heel = 298 psf Footing Shear @ Toe = 9.2 psi OK Footing Shear @ Heel = 6.1 psi OK Allowable = 93.1 psi Vail Stability Ratios Overturning = 2.16 OK Sliding = 1.83 OK liding Calcs Slab Resists All Sliding ! Lateral Sliding Force = 450.0 Ibs Footing Design Results B Toe Heel Factored Pressure = 1,703 298 ps Mu' : Upward = 734 0 ft- Uu' : Downward = 140 288 ft- vlu: Design = 594 288 ftn Actual 1-Way Shear = 9.23 6.09 ps Mlowl -Way Shear = 93.11 93.11 ps roe Reinforcing = None Spec'd Heel Reinforcing = None Spec'd <ey Reinforcing = None Spec'd Soil Data | Allow Soil Bearing = 2,500.0 psf Equivalent Fluid Pressure Method Heel Active Pressure = 36.0 Toe Active Pressure = 0.0 Passive Pressure = 300.0 Water height over heel = 0.0 ft Footing||Soil Friction = 0.400 Soil height to ignore for passive pressure = 0.00 in Lateral Load Applied to Stem | Lateral Load = O.Otfffi ...Height to Top = 0.00ft ...Height to Bottom = 0.00 ft ! Stem Construction I Top Stem Footing Strengths & fc = 3,000 psi Fy Min. As % Toe Width Heel Width Total Footing Width = Footing Thickness = Key Width Key Depth = Key Distance from Toe = Cover© Top = 3.00 in Axial Load Applied to Axial Dead Load = Axial Live Load = Axial Load Eccentricity = Dimensions ( 60,000 psi 0.0014 0.83ft 1.17 2700" 12.00 in 0.00 in 0.00 in 0.00ft @ Btm.= 3.00 in Stem B 240.0 Ibs240.0 Ibs 0.0 in Design height ft = 0.00 Wall Material Above "Ht" = Masonry Thickness = 8.00 RebarSize = #4 Rebar Spacing = 24.00 Rebar Placed at = Edge fb/FB + fa/Fa = 0.556 Total Force @ Section Ibs = 288.0 Moment. . ..Actual ft-# = 384.0 Moment Allowable = 776.1 Shear Actual psi = 5.0 Shear Allowable psi = 1 9.4 Bar Develop ABOVE Ht. in = 24.00 Bar Lap/Hook BELOW Ht. in = 6.00 Wall Weight = 84.0 Rebar Depth 'd' in= 5.25 fm psi= 1,500 Fs psi= 24,000 Solid Grouting = Yes Special Inspection = No Modular Ratio 'n' = 25.78 .. ^ Short Term Factor = 1.000 f Equiv. Solid Thick. in= 7.60 # Masonry Block Type = Normal Weight # f c psi = i Fy psi = ' Other Acceptable Sizes & Spacings Toe: Not req'd, Mu < S * Fr Heel: Not req'd, Mu < S * Fr Key: No key defined To specify your title block on theie five lines, use the SETTINGS main menu selection, choose the Printing & Title Block tab, and ent your title block information. "Rev" ~560T66~ ~~ User: KW-0601325, Ver 5.6.1, 25-Oct-2002 (c)1963-2002 ENERCALC Engineering Software Title: Dsgnr: Description : Scope : Job* Date: 2:12PM, 30JUN03 / Cantilevered Retaining Wall Design Page 1 Description 6' Retaining Wall Criteria Retained Height - 6.00ft Wall height above soil = 0.00 ft Slope Behind Wall = 0.00:1 Height of Soil over Toe = 0.00 in Soil Density = 110.00 pcf Wind on Stem = 0.0 psf [Soil Data Allow Soil Bearing = 2,500.0 psf Equivalent Fluid Pressure Method J I Footing Strengths & Dimensions Heel Active Pressure Toe Active Pressure Passive Pressure Water height over heel Footing||Soil Friction Soil height to ignore for passive pressure 36.0 0.0 = 300.0 0.0 ft = 0.400 0.00 in fc = 3,000 psi Fy = Min. As % Toe Width Heel Width Total Footing Width = Footing Thickness = Key Width Key Depth Key Distance from Toe = Cover® Top = 3.00 in 60,000 psi 0.0014 1.33ft 1.17 12.00 in 0.00 in 0.00 in 0.00ft Btm.= 3.00 in Surcharge Loads Surcharge Over Heel = o.O psfUsed To Resist Sliding & Overturning Surcharge Over Toe = 50.0 psf Used for Sliding & Overturning Lateral Load Applied to Stem Axial Load Applied to Stem Lateral Load ...Height to Top ...Height to Bottom 0.0 #/ft 0.00ft 0.00ft Axial Dead Load = 240.0 Ibs Axial Live Load = 240.0 Ibs Axial Load Eccentricity = 0.0 in J | Stem Construction Top Stem Total Bearing Load = 1,996 Ibs .. .resultant ecc. = 6.35 in Soil Pressure @ Toe = 1,847 psf OK Soil Pressure @ Heel = 0 psf OK Allowable = 2,500 psf Soil Pressure Less Than Allowable AC! Factored @ Toe = 2,341 psf ACI Factored @ Heel = 0 psf Footing Shear @ Toe = 17.5 psi OK Footing Shear @ Heel = 9.6 psi OK Allowable = 93.1 psi Wall Stability Ratios Overturning = 1 50 OK Sliding = 1.16 Ratio < 1.5! Sliding Calcs Slab Resists All Sliding ! Lateral Sliding Force = 882.0 Ibs i Footing Design Factored Pressure Mu' : Upward Mu' : Downward Mu: Design Actual 1-Way Shear Allow 1 -Way Shear Toe Reinforcing Heel Reinforcing Key Reinforcing Results | Toe Heel 2,341 0 psf 2,024 0 ft-# 315 456 ft-# 1,709 456ft-# 17.50 9.56 psi 93.11 93.11 psi = None Spec'd = None Spec'd = None Spec'd Design height ft= 0.00 Wall Material Above "Ht" = Masonry Thickness = 8.00 Rebar Size = #6 Rebar Spacing = 8.00 Rebar Placed at = Edge fb/FB + fa/Fa = 0.972 Total Force @ Section Ibs ~ 648.0 MomenV.-.Actual H4M 1,296.0 Moment Allowable = 1,450.4 Shear Actual psi= 12.3 Shear Allowable psi= 19.4 Bar Develop ABOVE Ht. in = 36.00 Bar Lap/Hook BELOW Ht. in = 6.00 Wall Weight = 84.0 Rebar Depth 'd' in= 5.25 fm Fs Solid Grouting Special Inspection Modular Ratio 'n' Short Term Factor Equiv. Solid Thick. Masonry Block Type psi= 1.500 psi = 24,000 Yes No 25.78 1.000 in = 7.60 = Normal Weight f c psi = Fy psi = Other Acceptable Sizes & Spacings Toe: Not req'd, Mu < S * Fr Heel: Not req'd, Mu < S * Fr Key: No key defined To specify your title block on thebe five lines, use the SETTINGS main menu selection, choose the Printing & Title Block tab, and ent your title block information. Title: Dsgnr: Description: Scope: Job* Date: 2:11PM, 30JUN03 Rev: 560100 User. KW-0601325,Ver 5.6.1, 25-Oc!-2002(0)1983-2002 ENERCALC Engineering Software Can til eve red Retaining Wai! Design Page 1 Description 8' Retaining Wall Criteria Retained Height ~ 8.00ft Wall height above soil = 0.00 ft Slope Behind Wall = 0.00 : 1 Height of Soil over Toe = 0.00 in Soil Density = 110.00 pcf Wind on Stem = 0.0 psf J |Soil Pata Footing Strengths & Dimensions Surcharge Loads Surcharge Over Heel = 0.0 psf Used To Resist Sliding & Overturning Surcharge Over Toe = 50.0 psf Used for Sliding & Overturning Design Summary Total Bearing Load ...resultant ecc. Soil Pressure @ Toe Soil Pressure @ Heel Allowable 2.932 Ibs 8.20 in 1,832 psf OK 0 psf OK 2,500 psf Allow Soil Bearing = 2,500.0 psf Equivalent Fluid Pressure Method Heel Active Pressure Toe Active Pressure Passive Pressure Water height over heel Footing|)Soil Friction Soil height to ignore for passive pressure 36.0 0.0 = 300.0 0.0ft = 0.400 = 0.00 in fc = 3,000 psi Fy = Min. As % Toe Width Heel Width Total Footing Width Footing Thickness = Key Width Key Depth Key Distance from Toe = Cover @ Top = 3.00 in 60,000 psi 0.0014 2.00ft 1.50 12.00 in 0.00 in 0.00 in 0.00ft Btm.= 3.00 in Lateral Load Applied to Stem Axial Load Applied to Stem Lateral Load ...Height to Top ...Height to Bottom 0.0 #/ft 0.00ft 0.00ft Axial Dead Load = 240.0 Ibs Axial Live Load = 240.0 Ibs Axial Load Eccentricity = 0.0 in Soil Pressure Less Than Allowable ACi Factored @ Toe = 2,070 psf ACI Factored @ Heel = 0 psf Footing Shear @ Toe = 22.4 psi OK Footing Shear© Heel = 13.7 psi OK Allowable = 93.1 psi Wall Stability Ratios Overturning = 1.53 OK Sliding = 0.96 UNSTABLE! Sliding Calcs Slab Resists All Sliding ! Lateral Sliding Force = 1,458.0 Ibs i Footing Design Results Factored Pressure Mu': Upward Mu': Downward Mu: Design Actual 1-Way Shear Allow 1-Way Shear Toe Reinforcing Heel Reinforcing Key Reinforcing Toe 2,070 4,012 709 3,303 22.42 93.11 None Spec'd None Spec'd None Spec'd Heel 0 psf Oft-# 743ft-# 743ft-# 13.68 psi 93.11 psi Stem Construction | Design height ft = Wall Material Above "Ht" Thickness = Rebar Size = Rebar Spacing = Rebar Placed at = fb/FB + fa/Fa Total Force @ Section Ibs = Moment.. ..Actual ft-# = Moment Allowable ft-# = Shear Actual psi = Shear Allowable psi = E! Bar Develop ABOVE Ht. in = Bar Lap/Hook BELOW Ht. in = Wall Weight psf = Rebar Depth 'd' in = Masonry Data — •— f m psi = Fs psi = Solid Grouting = Special Inspection = Modular Ratio 'n' = Short Term Factor = Equiv. Solid Thick. in = Top Stem Stem OK 2.00 Masonry 8.00 # 4 16.00 Edge 0.951 648.0 1 ,296.0 1 ,420.5 11.3 38.7 24.00 24.00 84.0 5.25 1,500 24,000 Yes Yes 25.78 1.000 7.60 2nd Stem OK 0.00 Masonry 12.00 # 5 8.00 Edge 1.005 1,152.0 3.072.0 3,274.4 12.1 19.4 30.00 6.00 133.0 9.00 1,500 24,000 Yes No 25.78 1.000 11.62 Masonry Block Type = Normal Weight Concrete Data f c psi = Fy psi = Other Acceptable Sizes & Spaclngs Toe: #4@ 17.00 in, #5@ 26.25 in, #6@ 37.00 in, #7@ 48.25 in, #8@ 48.25 in, #9@ 4 Heel: Not req'd, Mu < S * Fr Key: No key defined To specify your title block on thefee five lines, use the SETTINGS main menu selection, choose the Printing & Title Block tab, and ent your title block information. Rev; 560100User: KW-0601325, Ver 56.1, 25-Oct-2002 (c)1983-2002 ENERCALC Engineering Software Title : Dsgnr: Description : Scope: Job* Date: 2:09PM, 30 JUN 03 Cantilevered Retaining Wall Design Page 1 Description 10' Retaining Wall Criteria Retained Height ~ Wall height above soil = Slope Behind Wall = Height of Soil over Toe = Soil Density = 10.00ft 0.00ft 0.00 : 1 0.00 in 110.00pcf I ISoil pata Allow Soil Bearing = 2,500.0 psf Equivalent Fluid Pressure Method Wind on Stem 0.0 psf Heel Active Pressure Toe Active Pressure Passive Pressure Water height over heel Footing||Soil Friction Soil height to ignore for passive pressure 36.0 0.0 = 300.0 0.0ft = 0.400 0.00 in Surcharge Loads Surcharge Over Heel = 0.0 psf Used To Resist Sliding & Overturning Surcharge Over Toe = 50.0 psf Used for Sliding & Overturning Lateral Load Applied to Stem Lateral Load = 0.0 #/ft ...Height to Top = 0.00ft ...Height to Bottom = 0.00ft Footing Strengths & fc = 3,000 psi Fy Min. As % Toe Width Heel Width Total Footing Width = Footing Thickness = Key Width Key Depth Key Distance from Toe = Cover ©Top = 3.00 in Dimensions 1 = 60,000 psi 0.0014 3.00ft 1.50 ~~~43Q 12.00 in 0.00 in 0.00 in 0.00ft @ Btm.= 3.00 in Axial Load Applied to Stem Axial Dead Load = Axial Live Load = Axial Load Eccentricity = Stem Construction ~| Top stem 2nd 3rd 240.0 Ibs 240.0 Ibs 0.0 in Total Bearing Load = 3.728 Ibs ... resultant ecc. = 11.19 in Soil Pressure @ Toe = 1 ,886 psf OK Soil Pressure @ Heel = 0 psf OK Allowable - 2,500 psf Soil Pressure Less Than Allowable ACI Factored @ Toe = 2,101 psf AC! Factored @ Heel = 0 psf Footing Shear @ Toe = 27.2 psi OK Footing Shear @ Heel = 18.5 psi OK Allowable = 93.1 psi Wall Stability Ratios Overturning = 1.51 QK Sliding = 0.79 UNSTABLE! Sliding Calcs Slab Resists All Sliding ! Lateral Sliding Force = 2,178.0 Ibs Footing Design Results | Toe Heel Factored Pressure = 2,101 0 psf Mu' : Upward = 7,063 0 ft-# Mil' • Downward = 1 9fifl 797 ft-*IVJLJ . 1-rUVYMWGUU ™" 1 ,£UU 1 £*J llTT Mu: Design = 5,803 723ft-# Actual 1-Way Shear = 27.23 18.46 psi Allow 1 -Way Shear = 93.11 93.11 psi Toe Reinforcing = None Spec'd Heet Reinforcing = None Spec'd Key Reinforcing = None Spec'd Design height ft = Wall Material Above "Ht" Thickness = Rebar Size = Rebar Spacing = Rebar Placed at = riAcinn ft^tA . ,Utf5l(jn L/ala ' • fb/FB + fa/Fa = Total Force @ Section Ibs = Moment.. ..Actual ft-# = Moment Allowable ft-# = Shear Actual psi = Shear Allowable psi = Bar Develop ABOVE Ht. in = Bar Lap/Hook BELOW Ht. in = Wall Weight psf = Rebar Depth 'd' in = Masonry Data f m psi = Fs psi = Solid Grouting = Special Inspection = Modular Ratio 'n' = Short Term Factor = Equiv. Solid Thick. in = Stem OK 4.00 Masonry 8.00 # 4 16.00 Edge 0.951 648.0 1 ,296.0 1 ,420.5 11.3 38.7 24.00 24.00 84.0 5.25 1,500 24,000 Yes Yes 25.7,8 1.000 7.60 Stem OK 2.00 Masonry 12.00 # 5 16.00 Edge 0.844 1,152.0 3,072.0 3,791.3 11.7 38.7 30.00 23.40 133.0 9.00 1,500 24,000 Yes Yes 25.78 1.000 11.62 Stem OK 0.00 Concrete 12.00 # 5 12.00 Edge 0.744 3,060.0 10,200.0 13,701.3 25.0 85.0 23.40 7.07 145.0 10.19 Masonry Block Type = Normal Weight Concrete Data f c psi = Fy psi = Other Acceptable Sizes & Spacings Toe: #4@ 11.75 in, #5@ 18.25 Heel: Not req'd, Mu < S * Fr Key: No key defined 2,500.0 60,000.0 in. #6@ 25.75 in, #7@ 35.25 in, #8@ 46.25 in, #9@ 4 City of Carlsbad Building Department CERTIFICATE OF COMPLIANCE PAYMENT OF SCHOOL FEES OR OTHER MITIGATION 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: A.P.N.: Project Applicant (Owner Name): Project Description: Building Type: Residential: Second Dwelling Unit: Residential Additions: Number of New Dwelling Units I Square Feet of Living Area in New Dwelling Square Feet of Living Area in SOU Net Square Feet New Area Commercial/Industrial: Square Feet Floor Area City Certification of Applicant Information: SCHOOL DISTRICTS WITHIN THE CIT Carlsbad Unified School District 6225 El Camino Real Carlsbad CA 92009 (331-5000) Encinitas Union School District 101 South Rancho Santa Fe Rd Encinitas, CA 92024 (944-4300) San Marcos Unified School District 215MataWay San Marcos, CA 92069 (7 San Dieguito Union High School District 710 Encinitas Blvd. Encinitas, CA 92024 (753-6491) Certification of Applicant/Owners. The person executing this declaration ("Owner") certifies under penalty of perjury that (1) the information provided above is correct and true to the best of the Owner's knowledge, and that the Owner will file an amended certification of payment and pay the additional feej£rOwner requests, an increase in the number of dwelling units .or square footage after the building permit is issued or if theHnitial determination of units or square footage is found to be incorrect, and that (2) the Owner is the owner/developer ofJHe above described project(s), or that the person executing this declaration is authorized to sign on behalf of the Ownep. Signature; Revised 4/20/00 1635 Faraday Building Counter (76O) 6O2-2719 (760) 602-270O FAX (76O) 6O2-8558 * -. SCHOOL DISTRICT SCHOOL FEE CERTIFICATION (To be completed by the school district(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 that 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 permits for this project. SIGNATURE OF AUTHORIZED SCHOOL DISTRICT OFFICIAL TITLE NAME OF SCHOOL DISTRICT DATE PHONE NUMBER ./\ Revised 4/2fI/On _j K< «/>13 F;£*ofeft LLQ WSS Q U CO3 "Jo a J £ O Ll! ;; K ;- f-j 3 2 'c li 7r p 5') a, CJ U X X O 03I OpEO^tf,c ffi a o a. fioOtcua.fl \s( •f - T3 o •I^'y\ 3^S'~ v3 ^-P ^VJ *S. -s.-Vi^ Ml ^ VJ ^ C 1^ CA *li•\^} P A ^ cC> ^ V>j ^ . *. — . \ i^. v ^.OQ VN ST, r^ ^N^ .£ H VJ^ ^- . CJL- YM ? ^ 'AR ^ ^ ® ^*-v-' 2 i .A ' -> -^V U, , in i *^ J f\ ^tf\^4 W 2^b *,* Jr\^ ^ 3V^6 ^ ^0 4^^<^pdN ^^5\Q ^-C:/J (A £>•^ ? ^ ^7r ^ ? y «» <j-tr 01 t) ^H -i ^ ??\ tio4 r ^ T^-- . V^\j s , 0^ Hi\ ^ >r^ &?i^^^ ^^ ^^ ^o> iLi ^^ "xi S- C-.s-^£ Q -i? 01-28-2G04 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Plan Check Revision Permit No: PCR04004 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type: Parcel No: Valuation: Reference #: Project Title: Applicant: RYAN OYELLETTE 2707 CAZADERO DR CBAD PCR Lot #: 0 $0.00 Construction Type: NEW CB032046 OYELLETTE RES REV WALL FROM BLOCK TO STANDARD WOOD FRAME WALL Owner: Status: ISSUED Applied: 01/12/2004 Entered By: SB Plan Approved: 01/23/2004 Issued: 01/28/2004 Inspect Area: 1628 CALLE PLUMERIAS 92024 594-1039 Plan Check Revision Fee Additional Fees $120.00 $0.00 Total Fees: $120.00 Total Payments To Date:$0.00 Balance Due:$120.00 3924 01/28/04 0002 01 02 120-00 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 information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which vou have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired. PERMIT APPLICATION \ CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad, CA 92008 FOR OFFICE USE ONLY PLAN CHECK NO. EST. VAL. Plan Ck. Deposit Validated By.; Date//, i* Business Name (at this address) Legal Description Lot No.Subdivision Name/Number Unit No.Phase No. Total # of units Assessor's Parcel #Existing Use Proposed Use Description of Work_3H-r SQ, FT.bU. I-1. ffOt SiTOries r If OT Dec o ^ 6^ T±*bf-, .&V&A^6- IX^fcfe 0V£vl? - i-toy? # of Bedrooms # of Bathrooms 77ck Name Address City State/Zip Telephone # Fax # flflill§iiiilpp§ State/Zip Telephone # (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 of the Contractor's License Law [Chapter 9, commending with 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 [$5001). Name State License # Address License Class City State/Zip City Business License # Telephone # Designer Name State License # Address City State/Zip Telephone Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: Q 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 performance of the work for which this permit is issued. Q I have 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 worker's compensation insurance carrier and policy number are: Insurance Company Policy No. Expiration Date (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS IS100) OR LESS) O CERTIFICATE OF EXEMPTION: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest and attorney's fees. SIGNATURE DATE I hereby affirm that I am exempt from the Contractor's License Law for the following reason: Q I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). O '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). n I am exempt under Section Business and Professions Code for this reason: 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement. Q YES QNO 2. I (have / have not) signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction (include name / address / phone number / contractors license number!: 4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name / address / phone number / contractors license number): _____ 5. I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone number / type of work): PROPERTY OWNER SIGNATURE DATE Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 26505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? Q YES Q NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? d YES Q NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? Q YES Q 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. I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097(i) Civil Code). LENDER'S NAME LENDER'S ADDRESS I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representatives of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavations over 5MX deep and demolition or construction of structures over 3 stories in height. EXPIRATION: Every permit issued by the building Officjflrunder the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within Iffltfiays from the date of such permit or if the building or work authorized by such permit is suspended or abandoned fan any time after the work is commenced for a pgrioyof 1.8Q davsJSection lO^.^Lhitorrn Building Code). VAPPLICANI'Ssiuiw'DRr" ~^^ I " ""•• •--- ...... ^S DATE /" EsGil Corporation ' * In fPartnersKip witR government for Quitting Safety DATE: January 21, 2004 JURj JURISDICTION: Carlsbad Q PLAN REVIEWER a FILE PLAN CHECK NO.: 03-2046 PCR04004 SET: I (REV) PROJECT ADDRESS: 2707 Cazadero Dr. PROJECT NAME: Ouellette Residence - Proposed Plan Change The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: Esgil Corporation staff did not advise the applicant that the plan check has been completed. Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by: ) Fax #: Mail Telephone Fax In Person REMARKS: By: Sergio Azuela Enclosures: Esgil Corporation D GA D MB D EJ D PC 1/13 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 * San Diego, California 92123 + (858)560-1468 4 Fax (858) 560-1576 Carlsbad O3-2046 PCR04004 January-21, 2004 . • VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PREPARED BY: Sergio Azuela BUILDING ADDRESS: 2707 Cazadero Dr. BUILDING OCCUPANCY: R-3 & U-l PLAN CHECK NO.: 03-2046 PCR04004 DATE: January 21, 2004 Ouellette Residence/PCH TYPE OF CONSTRUCTION: V-N BUILDING PORTION Time Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code AREA (Sq.Ft.) cb 1 0dd 1 1RT Ri lilriinn Permit- FP*» V Valuation Multiplier By Ordinance Reg. Mod. VALUE ($) 1994 UBC Plan Check Fee $120.00 Type of Review: Q Repetitive Fee Repeats Complete Review D Other r-n Hourly Structural Only Hour Esgll Plan Review Fee $96.00 * Based on hourly rate Comments: Sheet 1 of 1 macvalue.doc 07-19-2004 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Plan Check Revision Permit No: PCR04088 Building Inspection Request Line (760) 602-2725 Job Address: 2707 CAZADERO DR CBAD Permit Type: PCR Parcel No: 2154001400 Lot#: Valuation: $0.00 Construction Type: Reference #: CB032046 Project Title: OUELLETTE RESIDENCE REVISE TRUSSES & ADD BRIDGE 0 NEW Status: ISSUED Applied: 06/07/2004 Entered By: MDP Plan Approved: 07/19/2004 Issued: 07/19/2004 Inspect Area: Applicant: OUELLETTE RYAN 449 SANTA FEDR #219 ENCINITASCA 92024 Owner: OUELLETTE RYAN 449 SANTA FEDR #219 ENCINiTAS CA 92024 Plan Check Revision Fee Additional Fees $360.00 $0.00 Total Fees:$360.00 Total Payments To Date:$0.00 Balance Due:$360.00 07/19/04 0002 02 360-00 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 information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which vou have oreviouslv been aiven a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired. PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad, CA 92008 FOR OFFICE USE O PLAN CHECK NO. EST. VAL. Plan Ck. Deposit Validated By Date Address (include Bldg/Suite »)Business Name (at this address) Legal Description Lot No.Subdivision Name/Number Unit No.Phase No.Total (C of units Assessor's Parcel f Existing Use Proposed Use - 1059 Name Address City State/Zip Telephone # Name Address City State/Zip Telephone # (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 of the Contractor's License Law (Chapter 9, commending with 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 [4500]). Name State License # Address License Class City State/Zip City Business License # Telephone * Designer Name State License # Address City State/Zip Telephone Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: Q 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 performance of the work for which this permit Is issued. Q I have 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 worker's compensation insurance carrier and policy number are: Insurance Company Policy No. Expiration Date (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$100] OR LESS) D CERTIFICATE OF EXEMPTION: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. WARNING: Failure to aecure workers' compensation coverage Is unlawful, and shaJI subject an employer to criminal panaltias and dvH fines up to one hundred thousand dollars 1*100,000), In addition to the cost of compensation, damages as provided for In Section 3706 of the Labor coda, interest and attorney's fees. SIGNATURE DATE I hereby affirm that I am exempt from the Contractor's License Law for the following reason: O I. ss owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one yeer of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). Q I, as owner of the property, em 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). ,D I am exempt under Section Business and Professions Code for this reason: 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement. Q YES QNO 2. I (have / have not) signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction (include name / address / phone number / contractors license number): 4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name / address / phone number / contractors license number): 5. I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone number / type of work): PROPERTY OWNER SIGNATURE DATE Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 26533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? - Q YES Q NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? Q YES Q NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? D YES O NO IF ANY OF THE ANSWERS ARE YES, A RNAL 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. hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097(i) Civil Code). LENDER'S NAME LENDER'S ADDRESS I certify that I have read the application and state that the above information Is correct and that the information on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representatives of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. 1 ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. EXPIRATION: Every permit Issued by the building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days (Section 106.4.4 Uniform Building Code). APPLICANT'S SIGNATURE DATE WHITE: File YELLOW: Applicant PfNK: Finance EsGil Corporation In (Partnership -with government for Quitting Safety DATE: July 15, 2004 JURU JURISDICTION: Carlsbad a PLAN REVIEWER a FILE PLAN CHECK NO.: 03-2046 PCRO4-88 SET:III(REV2) PROJECT ADDRESS: 27O7 Cazadero Dr. PROJECT NAME: SFD Ouellette's House - Plan changes The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: X] Esgil Corporation staff did not advise the applicant that the plan check has been completed. Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by: ) Fax #: Mail Telephone Fax In Person REMARKS: By: Sergio Azuela Enclosures: Esgil Corporation D GA D MB D EJ D PC 7/8 tmsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 * (858)560-1468 + Fax (858) 560-1576 EsGil Corporation SET: H (REVS) Q APPLICANT Q JURIS. Q PLAN REVIEWER Q RLE DATE: July 6, 2004 JURISDICTION: Carlsbad PLAN CHECK NO.: 03-2046 PCR04-88 PROJECT ADDRESS: 2707 Cazadero Dr. PROJECT NAME: SFD Oueltette's House * Plan changes [~1 The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes.. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmltted fora complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. Q The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: Ryan Ouellette 1628 Calie Plumerlas, Encinitas. CA 92024-1 ' . '(':!' : Esgil Corporation staff did not advise the applicant that the plan check has been completed. Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Ryan Ouellette Telephone #: (760) 594-1039 Date contacted: 3- /to /oy (by:A\x) Fax #: (760) 943-9094 ! Mail ^Telephone Fa*"' In Person REMARKS: M ' By: Sergio Azucla Esgil Corporation D GA D MB j'.Q EJ D Enclosures: 6/28 9320 Chewperiw Drive. Suite 20* * San Diego, California 92123 * (858)560-1468 4 Fax (858) 560-1576 I'd 17002 9 "1I9S3 Carlsbad 03-2046 PCRO4-88 July 6,2004 RECHECK PLAN CORRECTION LIST JURISDICTION: iCarlsbad PLAN CHECK NO.: 03-2046 PCR04-88 PROJECT ADDRESS: 2707 Cfusadero Dr. SET: n (RBV2) DATE PLAN RECEIVED BY DATE RECHECK COMPLETED: ESGIL.CORPORATION: 6/28 July 6/2004 i '! i REVIEWED BY: Sergio Axuela FOREWORD (PLEASE READ): This plan review Is limited to the technical requirements contained in tne Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and disabled access. 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, Engineering Department or other departments. The following items listed need clarification, modification or change. AH items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 106.4.3, 1997 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or ctty law.i , - - A. To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans. ! ! ' ' ' . i :B. The following items have not been resolved from the previous plan reviews. The original correction number has been given for your reference. In case you did not keep a copy of the prior correction list, we have enclosed those pages containing the outstanding corrections. Please contact me if you have any questions regarding these Hems. C. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located on the plans. Have changes been made not resulting from this list? Q Yes QNo 170029 inf 9<iSI09S8S8I:xej 'cftCD 1I9S3 Carlsbad 03-3046 PCR04-88 July 6*2004 1. Please make all corrections on the original tracings, as requested In the correction list. Submit three sets of plans for commercial/industrial projects (two sets of plans for residential 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. 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 Crty of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. | ,! 1 :i' • -I iNOTE: Plans that are submitted directly to EsGil Corporation only will not ba reviewed by the City Planning. Engineering and Fire Departments until review by EaOfl Corporation is complete. i . !•'! 2. Provide two complete sets of plans, including "ONLY THE SHEETS OF PLANS WHICH WERE CHANGED BECAUSE OF THE PROPOSED PLAN CHANGES". Applicant shall replace all the applicable sheets from the originally approved sets, after the plan changes have been approved. . Sheet 12 is missing, i ' : 6. Provide all the required structural design calculations for all revised framing members and connections, including the vertical and lateral design. Additional corrections may follow.iii • Revise the structural calculations for lateral forces at line E on the First floor. Revise the shear wall recommendation and hold-downs recommendation. OUVLAflo-O M*. coittKT", PUM UAS- rl^l-S-FP-iMniD. • Revise the structural calculations for lateral forces at line 3 on the First floor, j Revise shear wall recommendations and hold-downs recommendation (justify the use of PHD2, Instead of HD10A). p& , JH of Provide structural design calculations for the new proposed bridge, including the connections between the bridge and the House framing. Special attention to lateral deformations for seismic and wind at connections and at the members. If you have any questions regarding these plan review items, please contact Sergio Azuela af Esgil Corporation. Thank you. WTd 1I9S3 EsGil Corporation In Partnership witK government for Quitting Safety DATE: June 18, 2004 Q APPLICANT JURISDICTION: Carlsbad a PLAN REVIEWER a FILE PLAN CHECK NO.: 03-2046 PCR04-88 SET: I (REV2) PROJECT ADDRESS: 27O7 Cazadero Dr. PROJECT NAME: SFD OueUette's House - Plan changes The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. 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. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: Ryan Ouellette 1628 Calle Plumerias, Encinitas, CA 92024 Esgil Corporation staff did not advise the applicant that the plan check has been completed. Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Ryan Ouellette Telephone #: (760) 594-1039 Date contacted: U[M) o^l (by: so ) Fax #: (760) 943-9094 Mail<xTelephone Fax S" In Person REMARKS: By: Sergio Azuela Enclosures: Esgil Corporation D GA D MB D EJ D PC 6/8 trnsmtLdot 9320 Chesapeake Drive, Suite 208 4 San Diego, California 92123 * (858)560-1468 + Fax (858) 560-1576 Carlsbad 03-2O46 PCR04-88 June 18, 2004 GENERAL PLAN CORRECTION LIST JURISDICTION: Carlsbad PLAN CHECK NO.: 03-2046 PCR04-88 PROJECT ADDRESS: 2707 Cazadero Dr. DATE PLAN RECEIVED BY DATE REVIEW COMPLETED: ESGIL CORPORATION: 6/8 June 18, 2O04 REVIEWED BY: Sergio Azuela FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and disabled access. 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, Engineering Department or other departments. 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. 106.4.3, 1997 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. • To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans. • Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located on the plans. Have changes been made not resulting from this list? Q Yes Q No Carlsbad 03-2046 PCR04-88 June 18, 20O4 1. Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercial/industrial projects (two sets of plans for residential 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, 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, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. 2. Provide two complete sets of plans, including "ONLY THE SHEETS OF PLANS WHICH WERE CHANGED BECAUSE OF THE PROPOSED PLAN CHANGES". Applicant shall replace all the applicable sheets from the originally approved sets, after the plan changes have been approved. 3. Please provide a complete lists of the proposed plan changes, including all changes to sheet 2 of plans (changes to the stairs, etc). a) Also please include the identification number and symbol used to identify the proposed plan changes on the plans. 4. Clearly identify all proposed plan changes on the plans by cloud's and deltas. 5. Include the proposed plan changes (new bridge) on the North Elevation of sheet 5. 6. Provide all the required structural design calculations for all revised framing members and connections, including the vertical and lateral design. Additional corrections may follow. The jurisdiction 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 Sergio Azuela at Esgil Corporation. Thank you. Carlsbad 03-2046 PCR04-88 June 18, 20O4 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PREPARED BY: Sergio Azuela BUILDING ADDRESS: 2707 Cazadero Dr. BUILDING OCCUPANCY: R-3&U-1 PLAN CHECK NO.: O3-2046 PCR04-88 DATE: June 18, 2004 Ouellette's House/Plan Changes TYPE OF CONSTRUCTION: V-N BUILDING PORTION Time Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code AREA (Sq.Ft.) cb 1 QQ4 1 1RT Ri nlriinn Dorm if Foo V Valuation Multiplier By Ordinance Reg. Mod. VALUE ($) 1994 UBC Plan Check Fee $360.00 Type of Review: D Repetitive Fee Repeats Complete Review D Other m Hourly Structural Only Hours Esgll Plan Review Fee $288.00 * Based on hourly rate Comments: Sheet 1 of 1 macvalue.doc PLANNING/ENGINEERING APPROVALS PERMIT NUMBER ADDRESS DATE RESIDENTIAL ADDITION MINOR « $10,000.00) OTHER TENANT IMPROVEMENT PLAZA CAMINO REAL CARLSBAD COMPANY STORES VILLAGE FAIRE COMPLETE OFFICE BUILDING PLANNER ENGINEER DATE DATE Docs/MlsranruVPIannina Engineering Approvals Date: July 8, 2004 To: Sergio Azuel Plan Checker Esgil Corporation From: Ryan Ouellette Owner Subject: Plan Check No. 03-2046 PCRO4-! Enclosed you will find the requested changes as listed below. I do want to apologize for my short fuse yesterday as I do understand that you needed these revisions to complete the changes that my wife and I made. If you have any questions please contact my office at (760) 943-8938 and ask for Apryl Shaleen at extension 4#. I will be out of town however she can get any information that you may need. 1. Page 12 of blue prints ( showing bridge connection and runway lights) 2. Line "E" on First Floor Plan ( calculations are correct, plan was mis-printed when bridge connection was added) 3. Revise Calcs. For lateral forces at line 3 on the First Floor ( Page 14 of Calculations Line 3 4. Provide structural design / Calcs for bridge (page lOa of calculations, Detail on b/13 in your current prints along with a new page 8 that is part of this re-submittle. Date: June 7.2004 To: Mike Peterson Planning Department From: RyanOuellette Subject: PCRQ4-88 Request for Approval for Change* to Original Desiira Please note that following information in order to assist you in reviewing the changes that we made in the field. Page 3. Please note that we added a connection from the elevator tower to the second floor of the home. This change also affected the staircase and landing. We continued with TJI in place of the 51/4 x 11 7/8 PSL as we do not have the cantilever on the landing. This allowed the second floor to continue with TJI in place of the PSL Page 7. Please note that the elimination of a continuous block wail on the right side of the Oarage was already approved. Please note that we changed the roof package to accommodate the wider deck. Please reference page 13 for details as in doing so we raised the dining room floor height with a "sub" floor on section Gl 3 Page 8. a. See bridge connection to tower. This was added and built per Engineering. b. a/13 this is our new connection to the shear transfer as Engineering overlooked the approx 2 foot overhang on original design. The change allows us to connect for full sheer transfer. c. SI final staircase connection as we went with a much more simple design to accommodate landing for bridge connection. 30 3Wd saidwa -roiswoo feee-efB-BSL BT :ST t»00s/ia/90 Page 9. a. Two of the Headers over windows were changed to 4x10 headers. This was not necessary however we felt it would be better to "overbuild" for longevity. b. Truss package was changed to a better design. Please refer to truss calcs. All changes were made by both the engineer and Truswell for additional strength. Special Notes: Please refer to the door opening from the second floor to the bridge. I met with Pat Kelley regarding the door being framed in the existing wall and not inset. The inset was required to he shown per conversation with the offices of Esgil Corporation. I was unable to meet with Pat Kelly until today so please note the door will be framed into the existing was as this will be a variance for 3' landing requirement. Please make a note on prints if possible to refer to Pat Kelly or call for instructions on this matter as 1 have never requested a variance in the past. Contact Information : Ryan Ouellette Phone (760) 594-1039 Fax (760) 943-9094 f002/^0/90 Palos Verdes Engineering Corporation Consulting Structural Engineers 6027-1 Paseo Delicias • P.O. Box 2211 • Rancho Santa Fe, CA 92067 Telephone (858) 759-2434 • Fax (858) 759-8324 JOB SHEET NO OF CALCULATED BY CHECKED BY SCALE DATE DATE " it DET- D.I OK W IMSPECTtAj To TIE 13M5 Palos Verdes Engineering Corporation Consulting Structural Engineers 6027-1 Paseo Delicias • P.O. Box 2211 • Rancho Santa Fe, CA 92067 Telephone (858) 759-2434 • Fax (858) 759-8324 JOB SHEET NO fr N OF CALCULATED BY P^c. CHECKED BY SCALE _ DATE DATE V tM'-ti.r'« lY vior-- LJALUS „_, FHDZ^ LJALU Transmittal Letter Sergio Azuel Esgil Corp. Jurisdiction: Carlsbad Plan Check Number: 03-2046 PCR04-88 Project Address: 2702 Cazadero Drive Project Name: SFD Ouellette's House- Plan Changes The enclosed blue print pages along with the following information represent the final changes to the home. If you have any questions please call Ryan Ouellette at (760) 594- 1039. All sheets have been marked with delta 1 symbol { A } Sheet Two: 1. (Office) Window has been changed to a door 2. Sauna Door has been moved to the interior of home , 3. Stairs have been moved to the left of room creating a landing. In doing this we changed the access to the playroom and Laundry Room. 4. Enlarged Deck 5. Removed fireplace in formal living room Sheet Three: 1. Changed3 (1' 6") windows to one 3' 0"x 5s 0" window (Bedroom Two (2)) 2. Bridge connection and landing Sheet 17 3. Sitting room front glazing. Change eliminated three window to two windows. Sheer wall was calculated for sheer value as designed. Sheet Five: 1. Bridge shown on elevation 2. Door Shown on office 3. Wider Deck shown over Garage 4. Windows Sheet Six: 1. Window added 2. All Transon window removed over lower windows in Family Room Sheet Seven: 1. PHD2 had been put in place of HD7 on wall in office. This was allowed due to the fact that this wall no longer supports the cantilever landing on the old staircase design. 2. Sub Floor has been added in Dinning Room 3. Deck off of Dinning Room has been extended 4. We eliminated Entertainment niche in Family Room back wall is now flush. 5. Alternate Truss layout over Garage ( Page 17) plus see new truss calcs. Sheet Eight: ! 1. Bridge connection , Landing and Staircase have been added. 2. * Please contact City of Carlsbad to verify that they have authorized the threshold design of door exit on Bridge connection from upper landing. The design did not clear three feet on left of door when exiting the door to the bridge. The variance was granted due to the fact that it is a one way design and therefore the three foot threshold was not necessary when exiting the upper landing to bridge. 3. Floor Joist was increased to a 4X 12 for added strength. Sheet Nine: 1. Sheer wall relocated on interior. This was a fix due to the fact that the original design missed the fact that the upper floor "extends out" over the lower floor., Please pay attention to sheer block connection which was part of fix. 2. New Header were put in bedrooms 1 and 2 The headers did not need to be , changed however the engineer and framers thought it would be better to increase the design for a stronger hold on roof load for Truss design. 3. Changed three windows to one window in bedroom 2 ; 4. Alternate Truss Layout see sheet 17 along with truss calcs. 5. Reconfigured shear and window layout in Master Sitting area. 6. Conventional Stack on tower 7. New Sub Floor in Dining Room Details Sheet 13 Sheet Eleven: 1. Eliminated entertainment niche in Family Room. 2. Deck Extension (Sheet 13) 3. Windows to Door in downstairs office 4. Stair Landing Sheet Twelve: 1. Bridge Connection with floor lights 2. Stairs and Landing Sheet Thirteen: Additional structural engineering Sheet Seventeen: I. Modified Truss layout Contact Information Ryan Ouellcttc (760) 594-1039 PALOS VERDES Engineering Civil nrul Structural Consulting Structural Calculations New Residence PREPARED FOR 6027-1 Paseo Delicias P.O. 80x2211 Rancho Santa Fe California 92067 pvecrsf @ earthlink.net 858 759 2434 8587598324'FAX Mr. Ryan Ouellette 449 Santa Fe Drive Encinitas, CA 92024 PROJECT Lot 737 La Costa Meadows Carlsbad, CA 92009 Paul S. Christenson RCE C57182, exp. 12-31-05 July 1, 2003 PVEC File No. 24-03-479 PALOS VERDES Engineering Civil and Siructural Consulting 10 Design Criteria: 6027-I Paseo Delicias P.O. Box 2211 Rancho Santa Fe California 92067 pvecrsf@earthlink.net 858 759 2434 858 759 8324 FAX Code: Timber: 2001 California Building Code Douglas Fir-Larch (DF-L), WWPA or WCLIB 2x Wall Framing: DF-L #2 (unless noted otherwise) 2x Rafters & Joists: DF-L #2 " Posts & Beams: DF-L #1 " Glue-Lam Beams: Simple Span: Cantilevers: Grade 24F-V4 (DF/DF) Grade 24F-V8 (DF/DF) Sheathing: Min. APA-Rated Sheathing, Exposure 1, Plywood or OSB (U.N.O.) Engineered Framing: Concrete: Wood l-Joists: LVL, PSL TJI/Pro 150,250,350,550 1.9E Microllam, 2.0E Para I lam NER-200 Compressive Strength @ 28 days per ASTM C39-96: Footings: f c = 2500 psi Grade Beams: fc = 3000 psi Concrete Block: Grade N-l per ASTM C90-95, fm = 1500 psi per ASTM E447-92 Mortar: Grout: Reinforcing Steel: Structural Steel: Welding Electrodes: Bolts: Soils: References: Type S Mortar Cement per ASTM C270-95, Min. f m = 1800 psi @ 28 days. Coarse Grout w/ 3/8" Max. Aggregate per ASTM C476-91, Min. fm = 2000 psi @ 28 days. #4 & Larger: #3 & Smaller: ASTM A615-60 (Fy = 60 ksi) ASTM A615-40 (Fy = 40 ksi) W Shapes: ASTM A992, Fy= 50-65 ksi Plates, Angles, Channels: ASTM A36, Fy = 36 ksi Tube Shapes: Pipe Shapes: Structural Steel; A615-60Rebar: Sill Plate Anchor Bolts & Threaded Rods: Steel Moment & Braced Frames: ASTM A500, Grade B, Fy= 46 ksi ASTM A53, Grade B, Fy=35 ksi E70-T6 E90 Series A307 Quality Minimum A325 (Bearing, U.N.O.) Palos Verdes Engineering Corporation Consulting Structural Engineers 6027-1 Paseo Delicias • P.O. Box 2211 • Rancho Santa Fe, CA 92067 Telephone (858) 759-2434 • Fax (858) 759-8324 JOB SHEET NO 'I CALCULATED BY f CHECKED BY SCALE OF DATE DATE 2.0 L Fin 6 3-0 2£ 1,7 3J UALLS I^S^oPsf Du LL- V- 1.3 DL. OL * \\f0 * g ' Palos Verdes Engineering Corporation Consulting Structural Engineers SHEET N0-^ OF CALCULATED BY T**. DATE 6027-1 Paseo Delicias • P.O. Box 2211 • Rancho Santa Fe, CA 92067 CHECKED BY DATE Telephone (858) 759-2434 • Fax (858) 759-8324 CO* ^ 7s*7o.io\»7_ /- e OiUL = K ^_^' y Palos Verdes Engineering Corporation Consulting Structural Engineers 6027-1 Paseo Delicias • P.O. Box 2211 • Rancho Santa Fe, CA 92067 Telephone (858) 759-2434 • Fax (858) 759-8324 SHEET NO. U OF CALCULATED BY CHECKED BY SCALE DATE* DATE Hod JsSsL^; * 5 cCh H \/^ J - a. &° Palos Verdes Engineering Corporation Consulting Structural Engineers 6027-1 Paseo Delicias • P.O. Box 2211 • Rancho Santa Fe, CA 92067 Telephone (858) 759-2434 • Fax (858) 759-8324 JOB -0 3.V7*? SHEET NO CALCULATED BY CHECKED BY SCALE OF DATE DATE 36 ; ITS'* 5 - '/fc . zr -i ?r Palos Verdes Engineering Corporation Consulting Structural Engineers 6027-1 Paseo Delicias • P.O. Box 2211 • Rancho Santa Fe, CA 92067 Telephone (858) 759-2434 • Fax (858) 759-8324 JOB SHEET NO OF CALCULATED BY CHECKED BY SCALE DATE DATE M. O Roan, « SH-OPSP 72. H7S 13 1 /Poo 41 HOQ,ft ^—^ En „ ' rift. J /J- ALLOWABLE UNIFORM LOAO - FLOOR (100 HOW TO USE THESE TABLES 1. Determine the total load and live load on the jofet in pounds per lineal foot (pit). 2. Locate under JOIST CLEAR SPAN a ipan that meeb or «xceedt the required joist span. 3. Scan right across the row until you find a cell where both the maximum TOTAL LOAD value and the maximum LIVE LOAD value meet or exceed the required loads. In cell* where LIVE LOAD a not lifted, TOTAL LOAD wfll control. 4. The leries and depth of the appropriate Tjl" jofct is ihown at the top of the column in which the cell is located. 6A I 246 1 | 246 ( 142 87 57 39 28 20 186 149 124 107 78 56 41 31 24 19 95 65 47 35 26 20 186 149 124 107 93 83 70 53 41 33 26 21 160 99 65 44 32 23 18 i264 199 160 133 114 89 64 47 36 28 22 108 75 54 40 30 23 18 264 199 160 133 114 100 89 80 61 47 37 30 25 78 58 44 35 27 22 • 18 264 [ 199 160 133 114 100 89 80 73 67 55 44 36 79 60 47 37 30 25 264 199 160 133 114 100 89 80 73 67 62 57 50 301 301 301 436'436'436' 227 227 227 329'329'329' 129 90 65 48 37 29 23 18 182 152 131 114 102 92 74 58 46 37 30 25 21 18 94 70 54 42 33 27 22 18 182 152 131 114 102 92 83 76 67 54 44 37 31 26 73 57 45 37 30 25 21 18 182 152 131 114 102 92 83 76 70 65 61 50 42 36 185* 131 95 71 55 43 34 27 22 18 264' 220* 189' 166* 147* 133* 110" 86 68 55 45 37 31 26 136* 102 79 62 49 40 33 27 23 19 264* 220* 189' 166' 147* 133* 121* 111* 99* 80 66 55 46 39 105 83 66 54 44 37 31 26 264' 220* 189' 166' 147' 133' 121' 111* 102' 95' 89' 74 62 53 * JoiJt reaction (tfmple span) exceed* 1200 Ibs., web strffenen are required at hanger locations. Web stfffeners may be required for other conditions, tee note* below. GENERAL NOTES Tablet :*re based on: * \Jnfarmlry loaded jcfits. • Most restrictive of simple • TOTAL LO/plim(bjojrtdefIeetfQnte-U2,4P, • UVELQM? is bawd on joirt deflection of U4W. * • If I've load deflection limit of 17360 h desired, multiply value in LIVE LOAD column by 1.33. The resulting live load shall no* exceed the TOTAL LOAD shown. WEB STIPFENER REQUIREMENTS • Requ|f*d if thpjJtdei of the hanger do not laterally support the TJI* jodt top fla or per footnote* on-pagei 20 and 21. • TJI*/ProM 550 jofsti only: At hanger locations where joist reactions exceed 1200 Ibs. Palos Verdes Engineering Corporation JOB- Consulting Structural Engineers SHEET NO 7 OF CALCULATED BY P*C. DATE 6027-1 Paseo Delicias • P.O. Box 2211 • Rancho Santa Fe, CA 92067 CHECKED BY DATE Telephone (858) 759-2434 • Fax (858) 759-8324 SCALE She. •2r\< -o rt- Zft 00*10 Palos Verdes Engineering Corporation Consulting Structural Engineers 6027-1 Paseo Delicias • P.O. Box 2211 • Rancho Santa Fe, CA 92067 Telephone (858) 759-2434 • Fax (858) 759-8324 JOB SHEET NO OF CALCULATED BY CHECKED BY SCALE DATE DATE ft s - tii ' X 4 1\*f |- £_ =sa j V n61 osiv Pr V Palos Verdes Engineering Corporation Consulting Structural Engineers 6027-1 Paseo Delicias • P.O. Box 2211 • Rancho Santa Fe, CA 92067 Telephone (858) 759-2434 • Fax (858) 759-8324 JOB SHEET NO OF CALCULATED BY CHECKED BY SCALE DATE DATE ft S - 31c ftM o <* ~l< P* -d - Palos Verdes Engineering Corporation JOB- Consulting Structural Engineers SHEET NO—& OF_ CALCULATED BY P&c DATE 6027-1 Paseo Delicias • P.O. Box 2211 • Rancho Santa Fe, CA 92067 CHECKED BY DATE Telephone (858) 759-2434 • Fax (858) 759-8324 SCALE |" -"ii "•••t^t__j X"^""7" ~2^ ^K ^v ^ VU^&J ^MV5 6TB fir Ui.= 70 ^ .17 AiKriTrtT- Vt7*»7Z' osl 7x Palos Verdes Engineering Corporation Consulting Structural Engineers 6027-1 Paseo Delicias • P.O. Box 2211 • Rancho Santa Fe, CA 92067 Telephone (858) 759-2434 • Fax (858) 759-8324 JOB SHEET NO )OA OF CALCULATED BY fil CHECKED BY SCALE DATE DATE 16 (A Palos Verdes Engineering Corporation Consulting Structural Engineers 6027-1 Paseo Delicias t P.O. Box 2211 • Rancho Santa Fe, CA 92067 Telephone (858) 759-2434 * Fax (858) 759-8324 JOB SHEET NO M OF CALCULATED CHECKED BY SCALE DATE DATE SO LAtVfUL UlMt? MAW f: N/S: - HAW Bf- UALL: OF ll-fc -aF cv<- ZJ to' ILf- ULl Palos Verdes Engineering Corporation Consulting Structural Engineers 6027-1 Paseo Delicias • P.O. Box 2211 • Rancho Santa Fe, CA 92067 Telephone (858) 759-2434 • Fax (858) 759-8324 JOB SHEET NO OF CALCULATED BY f&C CHECKED BY SCALE DATEfr DATE L L>MU (A) ^(g) 43 '/ ^0. 3 Orf- mr-37 nor- E) X^v Palos Verdes Engineering Corporation Consulting Structural Engineers 6027-1 Paseo Delicias • P.O. Box 2211 • Rancho Santa Fe, CA 92067 Telephone (858) 759-2434 • Fax (858) 759-8324 JOB 2-VQ SHEET NO 4 13 CALCULATED BY_ CHECKED BY SCALE DATE jAu. 0 t( --./•- wor- Lr-. rmuo/O L>AU_(M) ^ *, (0 - 0 Palos Verdes Engineering Corporation Consulting Structural Engineers 6027-1 Paseo Delicias * P.O. Box 2211 • Rancho Santa Fe, CA 92067 Telephone (858) 759-2434 • Fax (858) 759-8324 JOB SHEET NO fr N OF CALCULATED BY CHECKED BY SCALE DATE DATE UXA ltS.- MALL © - 31 IH't PH02. LJALL.S Palos Verdes Engineering Corporation Consulting Structural Engineers 6027-1 Paseo Delicias • P.O. Box 2211 • Rancho Santa Fe, CA 92067 Telephone (858) 759-2434 • Fax (858) 759-8324 JOB SHEET NO |C CALCULATED BY CHECKED BY SCALE OF DATE f>_U DATE -IT7 <:LK< Palos Verdes Engineering Corporation Consulting Structural Engineers 6027-1 Paseo Delicias • P.O. Box 2211 • Rancho Santa Fe, CA 92067 Telephone (858) 759-2434 • Fax (858) 759-8324 JOB SHEET NO OF CALCULATED BY CHECKED BY SCALE DATE DATE r—••*• •" •*• (g) v- nr ^ PHOT. «* off-- ^- 27 6?" Palos Verdes Engineering Corporation Consulting Structural Engineers 6027-1 Paseo Delicias • P.O. Box 2211 • Rancho Santa Fe, CA 92067 Telephone (858) 759-2434 • Fax (858) 759-8324 JOB SHEET NO I"7 OF CALCULATED BY P»C CHECKED BY SCALE DATE 6-23-0? DATE II? IVs HD PALOS VERGES Engineering 2001 CALIFORNIA BUILDING CODE SHEAR UJALL SCHEDULE SHEAR WALL No. A /A\ A1 A1 A1 A1 APA RATED STRUCT. 1 WOOD PANEL THICK. t/&" STUCCO W 15/32" 15/32" 15/32" 15/32" COMMON NAIL SPACING • EDGES AND BOUNDARIES, FIELD NAILING • 12" OC. No. II GA • 8d • 6" o.c. 8d • 4" oc. 8d • 3" oc. Bd • 2" oc. UdToc. ALLOIU4BLE SHEAR/FT WOOD STUDS UHO. IftMfT. 280»>FT. 430»/FT. 550*^T. 130»>FT. SW>FT. 4 SLIDING ANCHOR SYSTEM SPACING^ 2x SILLV. II&4* 3x6lU_ V. I520» OjC. 60" 46" 42" 32" 24" 20" A35 OR EOIIV. V.4B0- OC. A35* A3&* A35* B"OjC. A35« A3&«roc. A3&« 6"OjC. ted COMMON NAIL 3 2xSOLEPLATEONLY V- 12)* OjC, 6" &" 3" 2" ^ ^ SCREW SPACING 2xSOLEPLATEONLY V>800» MK4" OC 56" 36" 24" IS" 18" C" 1. FRAMING AT FOUNDATION SILL PLATES AND ADJOINING PANEL EDGES SHALL BE IN A SINGLE 3-INCH NOMINAL MEMBER, AND ALL NAILS SHALL BE STAGGERED. 2-INCH NOMINAL SILL PLATE MAY BE USED AT UPPER LEVELS. 1/2' EDGE DISTANCE PEOHffED AT 3x BOUNDARY AND PANEL EDGE MEMBERS OF THESE WALLS 2. SIMPSON BP 5/9 BEARING PLATES CLARR 25293;, OR EQUAL, SHALL BE USED UflTH &/&" AB. 5/e' SIMPSON WEDGE-ALL ANCHORS (LARR 2 4663 J MAY BE USED IN LIEU OF 5/&" AB AT EXISTING FOOTINGS WITH SAME SPACING PER TABLE ABOVE 3. ALL SILL NAILING SHALL BE STAGGERED 1/2" MINIMUM. ("TYPICAL; 4. WHEN A SHEAWUALL IS SPECIFIED ON BOTH SIDES OF WALL , ALL SLIDING ANCHOR CONNECTORS SHALL BE ATTACHED IWTH SPACINGS FWOM THE TABLE ABOVE TO BE REDUCED BY HAU=. Palos Verdes Engineering Corporation Consulting Structural Engineers 6027-1 PaseoDelicias• P.O.Box22II • RanchoSantaFe,CA92067 Telephone (858) 759-2434 • Fax (858) 759-8324 JOB SHEET NO ft OF_ CALCULATED BY P»C CHECKED BY SCALE DATE DATE MAC. Pi 6.M OK". i X"- 1 **^ M J jr"*1I/ /n P /v v -- 56 PEP Ottvp Bfc To specify your title block on these five lines, use the SETTINGS main menu selection, choose the Printing & Title Block tab, and ent your title block information. Title: Dsgnr: Description: Scope: Job* Date: 2:13PM, 30JUN03 7of Rav: 560100 User: KW-O601325. Ver 5.6.1. 25-Od-2002 (c)188J-2002 ENERCALC Engineering Software Cantilevered Retaining Wall Design Page 1 Description 4' Retaining Wall Criteria Retained Height = 4.00ft Wall height above soil = 0.00 ft Slope Behind Wall = 0.00:1 Height of Soil over Toe = 0.00 in Soil Density = 110.00 pcf Wind on Stem = 0.0 psf Data ~~~| | Footing Strengths & Dimensions | Attow Soil Bearing = 2,500.0 psf Equivalent Fluid Pressure Method Heel Active Pressure Toe Active Pressure Passive Pressure Water height over heel FootingHSoil Friction Soil height to ignore for passive pressure 36.0 0.0 * 300.0 0.0ft = 0.400 = 0.00 in fc = 3,000 psi Fy = Win. As % = Toe Width Heel Width Total Footing Width Footing Thickness = Key Width Key Depth Key Distance from Toe = Cover ©Top = 3.00 in 80,000 psi 0.0014 0.83ft 1.17 12.00 in 0.00 in 0.00 in 0.00ft Btm.= 3.00 in Surcharge Loads Lateral Load Applied to Stem '| [ Axial Load Applied to Stem • Surcharge Over Heel = O.ppsf Used To Resist Sliding & Overturning Surcharge Over Toe = 50.0 psf Used for Sliding & Overturning Lateral Load ...Height to Top ...Height to Bottom 0.0 #/ft 0.00ft 0.00ft Axial Dead Load = 240.0 Ibs Axiai Live Load = 240.0 Ibs Axial Load Eccentricity = 0.0 in [ Design Summary t Total Bearing Load = 1,500 Ibs ... resultant ecc. - 2.81 in Soil Pressure @ Toe = 1 ,277 psf OK Soil Pressure @ Heel = 224 psf OK Allowable = 2,500 psf Soil Pressure Less Than Allowable ACI Factored @ Toe = 1 ,703 psf AC1 Factored @ Heel = 298 psf Footing Shear @ Toe = 9.2 psi OK Footing Shear @ Heel = 6.1 psi OK Allowable = 93.1 psi Wall Stability Ratios Overturning - 216 OK Sliding = 1.83 OK Sliding Calcs Slab Resists All Sliding t Lateral Sliding Force = 450.0 Ibs | Footing Design Factored Pressure Mu' '. Upward Mu' : Downward Mu: Design Actual 1 -Way Shear Allow 1 -Way Shear Toe Reinforcing Heel Reinforcing Key Reinforcing Results | TW Heal = 1,703 298 ps 734 0 fM 140 288 ft-* 594 288ft-* = 9.23 6.09 ps 93.11 93.11 ps = NoneSpec'd = NoneSpec'd - NoneSpec'd Stem Construction | Top Stem Design height ft = 0.00 Wall Material Above "Ht" - Masonry Thickness = 6.00 RebarSize - #4 Rebar Spacing = 24.00 Rebar Placed at - Edge fb/FB + fa/Fa = 0.656 Total Force @ Section Ibs = 288.0 Moment.... Actual ft-#= 384.0 Moment Allowable * 776.1 Shear,.... Actual psi = 5.0 Shear Allowable psi- 19.4 Bar Develop ABOVE Ht. in = 24.00 Bar Lap/Hook BELOW Ht. in = 6.00 Wall Weight = 84.0 Rebar Depth 'd' in= 5.25 f m psi = 1 ,500 Fs psi = 24,000 Solid Grouting - Yes Special Inspection = No Modular Ratio W = 25.78 Short Term Factor = 1 .000 Equiv. Solid Thick. in = 7.60 t Masonry Block Type = Normal Weight fc psi = Fy psi = Other Acceptable Sizes & Spacing* Toe: Not req'd, Mu < S ' Fr Heel: Not req'd, Mu < S ' Fr Key: No key defined ; To specify your title block on these five lines, use the SETTINGS main menu selection, choose the Printing & Title Block tab, and ent your title block information. ~RevT§60100 ~ " ~~~ ~~~ User KW-0601325, Var 5.6,1, 25-Oc(-2002 (0)1963-2002 ENERCALC Engineering Software Title: Dsgnr: Description: Scope: Cantilevered Retaining Wall Design Job* Date: 2:12PM, 30JUN03 Page Description 6' Retaining Wall Criteria Soil Data Retained Height ~ 6.00ft Wall height above soil = 0.00ft Slope Behind Wall = 0.00:1 Height of Soil over Toe = 0.00 in Soil Density - 110.00 pcf Wind on Stem = 0.0 psf Allow Soil Bearing = 2,500.0 psf Equivalent Fluid Pressure Method Heel Active Pressure Toe Active Pressure Passive Pressure Water height over heel Footing||Soil Friction Soil height to ignore for passive pressure 36.0 0.0 = 300.0 0.0ft = 0.400 = 0-00 in [Footing Strengths & Dimensions | fc = 3,000 psi Fy = 60,000 psi Win. As % = 0.0014 Toe Width = 1.33ft Heel Width = 1.17 Total Footing Width = 2U0" Footing Thickness = 12.00 in Key Width = 0.00 in Key Depth = 0.00 in Key Distance from Toe = 0.00ft Cover® Top = 3.00in @ Btm.= 3.00 in Surcharge Loads Surcharge Over Heel = 0.0 psfUsed To Resist Sliding & Overturning Surcharge Over Toe = 50.0 psf Used for Sliding & Overturning Design Summary | | Lateral Load Applied to Stem ~| ( Axial Load Applied to Stem Lateral Load ...Height to Top ...Height to Bottom 0.0 #m 0.00ft 0.00ft Axial Dead Load = Axial Live Load = Axial Load Eccentricity = 240.0 IDs 240.0 Ibs 0.0 in Stem Construction "J Top stem Total Bearing Load ...resultant ecc. Soil Pressure @ Toe Soil Pressure @ Heel Allowable 1,996 Ibs 6.35 in 1,847 psf OK Opsf OK 2,500 osf Soil Pressure Less Than Allowable ACI Factored @ Toe • 2,341 psf ACI Factored <& Heel = 0 psf Footing Shear @ Toe = 17.5 psi OK Footing Shear @ Heel = 9.6 psi OK Allowable = 93.1 psi Wall Stability Ratios Overturning = 1.50 OK Sliding = 1.16 Ratio < 1.5! Sliding Calcs Slab Resists All Sliding ! Lateral Sliding Force = 882.0 Ibs Footing Design Results Factored Pressure Mu': Upward Mu': Downward Mu: Design Actual 1-Way Shear Allow 1-Way Shear Toe Reinforcing Heel Reinforcing Key Reinforcing TW2,341 2.024 315 1.709 17,50 93.11 None Spec'd None Spec'd None Spec'd Heel Opsf Qft-4 456ft-# 456ft-# 9.56 psi 93.11 psi Stem OKDesign height ft= 0.00 Wall Material Above "Ht" = Masonry Thickness - = 8.00 RebarSize = #6 Rebar Spacing = 8.00 Rebar Placed at - Edge Design Data — fb/FB + fa/Fa Total Force @ Section Ibs = Moment....Actual ft-* = Moment,.,,Allowable = Shear.....Actual psi = Shear Allowable psi = Bar Develop ABOVE Ht. in = Bar Lap/Hook BELOW Ht. in = Wall Weight Rebar Depth 'd' in = Masonry Data • — f m psi = 1,500 Fs psi = 24,000 Solid Grouting = Yes Special Inspection = No Modular Ratio 'rf = 25.78 Short Term Factor = 1.000 Equiv. 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I -a Arrival/^ JP Departed l NON-SCHEDULED IN-PLANT WOOD TRUSS INSPECTION As per 1997 Uniform Building Codes Standards Section 2321.3 In Accordance X IfU^lHL/ _ \ : *<—: Non-Conforming Lumber Grade & Storage Connector Plates Workmanship Accuracy of wood cuts Bearing of wood joints Knots in plate area * Split limitation y Position of plates v Condition of plate teeth y Plate to Wood tolerance ^ In-Plant Handling & Storage ^ Bundling and Loading \ Marking Legibility v Jig & Press Adequacy . ... ^ General Appearance and Condition of Inventoried Trusses: Excellent X Good Satisfactory Poor.Not Acceptable. REMARKS: CLIS Inspecto Countersigned CORPORATE HEAPQUAKTERS. 420 W. Pine Street, Suite 10 Lodi, California 95240 (209) 334-6956 (209) 334-6970 Fax TRUSWAL SYSTEMS 4445 NORTHPARK DRIVE, SUITE 200 COLORADO SPRINGS, CO 60907 (800)322-4045 FAX (719) 598-8463 8/27/02 Chae Kim Truswel RE: Staples on gable studs To Whom It May Concern- It is permissible to use a minimum of 5-16 gauge staples, 1-1/4" length, to attach gable studs to the chords and webs of a truss shown with a Truswal Systems-approve;! engineering design draw- ing. Place 3 staples from one face and 2 from the opposite face. If this is acceptable for a partic- ular design, there will be a note on the approved drawing similar to: May use adequate staples for gable blocks. *fc If this note is missing or has been removed, then Truswal connector plates are required. If there are any questions concerning this, please do not hesitate to contact a Truswal engineer at your con- venience. Sinoerel ^•W——• V frry t. Vtftesamer, P.E, Chief Engineer, f ruswa! System Truss Permanent Bracing • Truss Designer Responsibilities Truss Designers In our office or our customer's facility are often asked to design and provide for bracing for the trusses of a particular project. Most of the time these requests come from the architect or engineer In charge of the project To a lesser extent, It Is the building official who attempts to Impose that burden on the Truss.Designer. Truswal agrees that there must be a clear definition and assignment of responsibilities among the various design professionals involved in a construction project. Over the past four years the metal plate connected wood truss industry has devoted considerable time, through the Wood Truss Council of America and the Truss Plate InstffcJte, developing a consistent framework for the dear understanding of the scope of work for each professional. On February 13,1995, the American National Standards Institute (ANSI) approved ANS1/TP! 1-1995, "National Design Standard for Metal Plate Connected Wood Truss Construction". This document has been adopted into alt throe model bufcting codes <UBC, BOCA, SBC), plus other regional building code* (e.g.. South Florida Building Code - Dade Co.)- Throughout the document, the responsibilities of the Building Designer and the Truss Designer are established. For quick reference, we quota dlrecBy from ANSI/TPi 1-1995, BecHon 2—DESIGN RESPONSIBILITIES "2.2.2 As tils Standard does not cover the design for the complete structural system of a building, (he Building Designer shall provide for the following In the design and detailing of the building: [..J (d) permanent truss bracing to resist wind, seismic and any other lateral forces acting perpendicular to the plane of the truss (e) permanent lateral bracing as specified by the Truss Designer, to prevent buckling of the Individual truss members due to design toads." Section 5-TRUSS INSTALLATION AND BRACING "5.3 PEMMN84T BRACKS I Permanent truss bracing shai be designed and specified by the buHdlng designer for the structural safety of the bunding. It shall be the responstolBty of the building designer to indicate size, location and attachments for all permanent bracing as required by design analysis. The design and location of all bracing 'shall be such that they work together with other parts of the building (such as shear walls, portal frames, bearing wails, columns, beams, eto.) to achieve total structural integrity," Section &—GENERAL "8,1.5 BUICMNGOMHW 8.15.1 This specification does not cover design for the complete structural system of a building. The building designer shall maka provisions for bearings, cross and lateral bracing, bracing to transfer truss member buckling forces to mesmjcture.andbradnatoreslstwlrwJ.selsmlccf otherhorizontaltoads. * - WTCA1 -1995 "Standard Responsibilities In the Design Process Involving MPC'ed Wood Trusses11 A companion publication to ANSI/TP11-1995. "Commentary & Appendices to ANSI/TPI-1995", features In Its Appendix A, " Standard Responsibilities In the Design Process Involving MPC'ed Wood Trusses" (see WTCA 1-1995 copy enclosed), exactly trie same language for Building Designer and Truss Designer, plus defines and explains the responsibilities of other individuals concerned with the design, fabrication and Installation of MPC'ed wood trusses. It Is Important to note that WTCA1-1995 also stipulates that the Truss Designer Is responsfbfe for furnishing tha foftowlng data to aid the BuBcfing Designer In the design of the bracing system. "A.6.2.11 Maximum axial compression forces in the truss members to enable the Bunding Designer to design trie size, connections and anchorage of the permanent continuous lateral bradng. Forces may be shown on the truss design drawing or on supplemental documents, and ,, , A.6.2.12 Required permanent trusg member bradng location." Although WTCA 1 -1995 Is a non-mandatory document as It is not adopted by model building codes, It may be referenced In contract documentation for some projects. Should this ba the case, the Truss Designer should be aware of the Information s/be is obligated to provide, Conclusion One must always bear In mind, that the correct spedf^m of a pefmanent bracing system complete notion of joint perfomranoe among Bw varicua stnjctural als^nehto In flw bulidb>g. Gh»n that the Bufcflng Designer Is he sola person with precise knowledge regarding afl forces, dtnwnstona, components and materials utUtewd In the project, public safety Is. better served when this professional specifies the permanent bracing of the buHdlng. LEGACY REPORT ER-1607 Reissued June 1,2003 ICC Evaluation Service, Inc. www.lcc-es.org Bu«lnmWR*0Dnal Offic* * 5360 Workman Mi Road, Whltft*. CMfcmb 90601 * (562) 899-OM3 RigionxlOfRtw f 900 Mor*** Road. Suite A, B*m*igham, /Matwma 35213 f {205} S38-98M Rftfitontl Offic* * 4051 Wew Ftossmoor Road. Country Club Hills, iflnoti 6M78 * (ro&) 799-2305 Legacy report on the 1997 Uniform Building Code™ DIVISION: 06—WOOD AND PLASTICS Section: 06170—Prefabricated Structural Wood MODEL 20. TW18 AND TVV16 METAL CONNECTOR PLATES FOR WOOD TRUSSES TRUSWAL SYSTEMS CORPORATION 1101 NORTH GREAT SOUTHWEST PARKWAY ARLINGTON, TEXAS 7C011 1.0 SUBJECT Model 20, TW18 and TW16 Metai Connector Plates for Wood Trusses. 2.6 DESCRIPTION 2.1 General: Model 20, TW18 and TW16 are metal connector plates for wood trusses. The plates are manufactured to various lengths, widths, and thicknesses or gages, and have integral teeth that are designed to laterally transmit load between truss wood members. Plans and calculations must be submitted to the building official for the trusses using metal connector plates described in this report. Flcor-cetfing or roof- ceiling assemblies described in this report using wood trusses with metal connector plates have one-hour fire-resistive ratings. 2.2 Materials: 2.2.1 Model 20 and TW18 Connector Plates: Model 20 plates are manufactured from minimum 20-gage-thick {0.036 inch (0.91 mm)J, ASTM A 653, Grade 37, structural-quality steel with a hot-dipped galvanized zinc coating designated G60. TW18 plates are manufactured from minimum 18-gage- thick [0.047 inch (1.19 mm)], ASTM A 653, Grade 37. structural-quality stee! with a hot-dipped galvanized coating designated G6Q. Each plate has slots approximately '/,e inch (11.1 mrn) long that have been punched along the longitidinal axis of the plate. Each punched slot forms two opposite-facing, sharply pointed teeth protruding at right angles from me parent metal. The punched slots are spaced approximately V, inch (6.4 mm) on center across the width of the plate and approximately 1 inch {25.4 mm) on center along the length of the plate, with adjacent longitudinal rows staggered approximately VB inch (3.2 mm). Connector plates are available in 1-inch {25 4 mm) increments of width and length, Minimum plate width and length are 1 inch (25.4 mm) and 3 inches (76.2 mm), respectively. See Figure 3 for details of ptate dimensions. There are eight teeth per square inch of plate surface. The length of each tooth, including the thickness of the parent metal, is approximately % inch (9,5 mm), and the width of each tooth is approximately V, inch (3.2 mm). The shank of each tooth is concave and the tip of each tooth is twisted approximately 35 degrees with respect to the plate width. Adjacent longitudinal rows of teeth are twisted in the opposite direction. 2.2.2 TW16 Connector Plates: TW16 plates are manufactured from minimum 16-gage-thick (0,058 inch (1.47 mm)). ASTM A 653, Grade 37, structural-quality steel with a hot-dipped galvanized zinc coating designated G60. Each plate has slots approximately % inch (12.7 mm) long that have been punched along the longitudinal axis of the plate. Each punched slot forms two opposite-facing, sharply pointed teeth protruding at right angles from the parent metal. The punched slots are spaced approximately Vs inch (8.5 mm) on center across the width of the plate and approximately 1V, Inches (31.8 mm) on center along the length of the plate, with adjacent longitudinal rows staggered approximately % inch (15.9 mm). Connector plales are available in 1-inch {25.4 mm) increments of width and 11/4- inch (318 mm) increments of length, l^dtmum plate width and length are 3 inches (76:2 mm) and 7!/2 inches (190,5 mm), respectively. See Figure 4 for details of ptate dimensions. There are 4.8 teeth per square inch of plate surface. The length of each tooth, Including the thickness of the parent metaf, is approximately 7/,9 inch (11,1 mm), and the width of each tooth is approximately S/3I Inch (4 mm). The shank of each tooth is concave and the tip of each tooth is twisted approximately 42 degrees with respect to the plate width. Adjacent longitudinal rows of teeth are twisted in the same direction. 2.3 Allowable Loads; 2.3.1 Model 20, TW18, and TW16 Plate Connectors; Tables 1, 2, 3 and 4 provide allowable lateral loads, tension toads, shear loads, and reduction factors for Model 20, TW18, and TW16 plate connectors. These values are based on the National Design Standard for Metal Plate Connected Wood Truss Construction, ANSI/TP11 -1995, A copy of the ANSI/TPJ 1 -1995 standard must bs.supplied to the building department when requested by the building official. 2.3.2 Lateral Resistance: Each Model 20. TW18, and TW16 metal connector plate must be designed to transfer the required load without exceeding the allowable bad per square inch of plate contact aroa, based on species, the orientation of the teeth relative to the load, and the direction of load relative to grain. Design for lateral resistance must be in accordance with Section 11,2.1 of ANSI/IP! 1-1995 Table 1 specifies allowable lateral loads for the metai connector plates, Page 2 of 6 ER-1607 2.3.3 Tension Resistance: Each Model 20, TW18, and TW16 metal connector plate must be designed for tension capacity, based on the orientation of the metal connector plate relative to the direction of load. Design for tension must be in accordance with Section 11.2.2 of ANSI/TPI 1-1995. Table 2 specifies allowable tension loads for the Mode) 20. TW18, and TW16 metal connector plates. Additionally, the net section of the metal connector plates for tension joints must be designed using the allowable tensile stress of the metal adjusted by the metal connector plate tensile effectiveness ratios shown in Table 2. 2.3.4 Shear Resistance: EachModel20,TW18, and TW16 metal connector plate must be designed for shear capacity, based on the orientation of the plate relative to all possible fines of shear. Design for shear must be in accordance with Section 11.2.3 of ANSI/TPI 1-1995. Table 3 provides allowable shear loads for the Model 20, TW18, and TW16 metal connector plates. Additionally, the net section of the metal connector plates for heel joints and other joints involving shear must be designed using the allowable shear stress for the metal connector plates adjusted by the shear resistance effectiveness ratios shown in Table 3. 2.3.5 Metal Plate Reductions; Several allowable load reduction factors for the metal plates must be considered cumulatively, when applicable, in me design of metal connector plates used in fabricated wood trusses. The load reduction factors are as follows: 1. Allowable lateral resistance values for the Model 20, TW18, and TW16 metal connector plates must be reduced by a strength reduction factor, Qs, shown in Table 4. when the plates are installed in (umber with a single-pass, full-embedment roller system. The strength reduction factor. On, is applicable for roller diameters equal to or greater than roller diameters shown in Table 4. This reductiotV does not apply to embedment hydraulic- platen presses, multiple roller presses that use partial embedment followed by full embedment rolers, or combinations of partial embedment roller/hydraulic-platen presses that feed trusses into a stationary finish roller. When trusses are fabricated with single-pass roller presses, the calculations for the truss design submitted to the building department for approval must specify the minimum diameter of the roller press and the appropriate • strength reduction factor from this report. 2. Allowable lateral resistance values for the Mode! 20, TW18, and TW16 metal connector plates must be reduced by T5 percent when, the plates are installed on the narrow face of truss lumber members. 3. Allowable lateral resistance values must be reduced by 20 percent when the Model 20, TW18, and TW16 metal connector plates are installed in lumber having a moisture content greater than 19 percent at the time of truss fabrication- 4. Allowable lateral resistance values for Model 20. TW18, and TW16 metal connector plates installed at the heel joint of fabricated wood trusses must be reduced by the heel-joint reduction factor, Ha, as follows: Ht*Q.85 ~0.05(12tanQ-2.0) where: 0.65 - HH - 0.85 8 = angle between lines ol action of the top and bottom chords as showi in Figure 5. This heel-join) reduction factor does not apply to conditions with top chord slopes greater than 12.12. 2.3.6 Combined Shear and Tension: tauh Model ?0, TWi 3. and IW16 rnelal connector plate must be desiyi iecl for combined shear and tension capacity, based on the orientation of the metal connector plate relative to the directions of loading. Design for combined shear and tension must be accordance with Section 11.2.4 of ANSI/TP11-1995. 2.3.7 Combined Flexure and Axial Loading: Metal connector plates designed for axial forces only are permitted as splices in the top and bottom chord located within 12 inches (305 mm) of the calculated point of zero moment. Design of metal connector plates located at splices in the top and bottom chord not located within 12 inches (305 mm) of the calculated point of zero moment must include combined flexure and axial stresses. 2.4 Truss Design: Plans and calculations must be submitted to the building official for the busses using metal connector plates described in this report. The truss design must show compliance with the code and accepted engineering principles. Allowable loads for the metal connector plates may be increased for duration of load in accordance with Section 2304.3.4 of the code. Calculations need to specify the deflection ratio or the maximum deflection for live and total load. For each truss design drawing, thefbllowing minimum information should be specified by the design engineer: 1. Truss slope or depth, span and spacing. 2. Dimensioned location of truss joints. 3. Model, size and dimensioned location of metal connector plates at each joint 4. Truss chord and web'lumber size, species, and grade. 5. Required bearing widths at truss supports. 6. Top and bottom chord live and dead bads, concentrated loads and their locations, and controlling wind or earthquake loads. 7. Design calculations conforming 1o ANSI/TPt 1-1995 or UBC Section 2343 (which is based on the Design Specification for Light Metal Plate Connected Wood Trusses, TPI-85), and any adjustments to lumber and metal connector plate allowable values for conditions of use. 2.5 Truss Fabrication: Model 20. TW16. and TW16 plate connectors shall be installed by an approved truss fabricator who has an approved quality assurance program covering the wood truss manufacturing and inspection process in accordance with Sections 2343.7 and 2343.8 of the code and Section 4 of ANSVTPl 1-1995, National Standard for Metai Plate Connected Wood Truss Construction. The allowable loads recognized in this report are for plates that are pressed into wood truss members using hydraulic-platen embedment presses, multiple roller presses that use partial embedment followed by full embedment rollers, or combinations of partial embedment roller/hydraulic-platen presses that feed trusses into a stationary finish roller press. When truss fabricators use single-pass roller presses, the rollers must have minimum 16- or 20-inch (406 or 508 mm) diameters, depending on the reduction factor, Q*,. specified in the design calculations. 2.6 Qne-hourFire-resistiveFtoor-ceiilng or Roof-ceiling Assemblies: 2.6.1 Assembly No. 1: See Figure 6 for details. 2.6.1.1 Trusses: Wood trusses are parallel-chord trusses having an overall minimum depth of 12 inches (305 mm) Trusses are spaced a maximum of 24 inches (610 mm) on center 2.6.1.2 Strongback Bracing: Bracing must be minimum 2- by-G grade-marked lumber oriented vertically, and must be installed perpendicular to trusses nn maximum 10-fool (3048 Page 3 of 6 ER-1607 mm) centers. Braces are attached to each truss with a minimum of three 10d nails, 2.8.1.3 Roof-FloorSheathing: Floororroofsheathing shall be minimum '"/^-inch-thick (15.1 mm) tongue-and-graove plywood. Long edges are installed perpendicular to trusses. Plywood sheathing is attached in accordance with Section 2322 of the code. 2.6.1.4 Ceiling Membrane: Two tayersof 1A,~incn-thtck(12.7 mm) USG Gold Bond Fire Shield" Type X wallboard are applied directly to the bottom chord members of the wood truss. The base ply is applied perpendicular to the trusses and is attached to the wood chord members with iV^inctv lortg (31.8 mm), Type S drywaH screws or 1 '/8~inch-iong (47.6 mm), 6d cooler or box nails, spaced 24 inches (610 mm) on center. The face ply is also applied perpendicular to the trusses with side and butt joints staggered 24 inches (610 mm) from the joints of the base ply. The face ply is attached to the bottom choitl members with 1 '/8-incfi-tong (47,6 mm), Type S drywall screws spaced 12 inches (305mm) on center. or 2%-inch (60.3 mm), 8d cooler or box nails spaced 7 inches (178 mm) on center, Additionally, 1%-inch-long (38.1 mm), Type G drywatt screws are installed 3 inches (76.2 mm) from the face ply butt joints and are spaced 12 inches (305 mm) on center. Face layerjoinis and screws or nailheads are covered with joint compound and are taped, 2.6,2 Assembly No. 2: See Figure 7 for details 2.6.2.1 Trusses: Wood trusses are labeled Truswal SpaceJoists". and must comply with evaluation report ER- 3687-. Oerall minimum truss depth is 10% inches (273 mm). SpaceJoist trusses are spaced a maximum of 24 inches (610 mm) on center. SpaceJoist trusses must have SpaceJoist metal webs having minimum V,u-inch-long (8 mm) teeth. The continuous portion of the metal web member of the SpaceJoists must be located at the bottom chord, and the break in the web member must be located at the top chord Splices in the bottom wood chord member are permitted provided they occur outside the middle third of the tnjss span. See Etf-3687 for details of the Truswal SpaceJoist, This fire-resistive assembly using Trgswai SpaceJoists requires a factory-installed TrusGuard™. a No. 30 gage [0,013 inch (0.33 mm)] steel channel, attached along the entire length of the bottom wood chord member of the truss. The TrusGuard is attached to the bottom chord with metal connector pfates pressed through the sides of the steel channel. Splices in the TrusGuard must occur at metal connector plate locations and must be lapped a minimum of 6 inch.es (305 mm). 2.6.2.2 Roof-Floor Shea thing: Floor or roof sheathing shall be, minimum '"/^-inch-thick (182 mm) tongue-and-groove plywood with exterior glue. Long edges are installed perpendicular to trusses, and end joists are staggered a .minimum of 4 feet (1219 mrn). Plywood sheathing is attached w/iijh minimum 6d ring-shanked nails with spacing in accordance with Table 23-l-Q of the code, A 3/,~inch (9.5 mm) bead of AFG-D1 adhesive is applied to the top chord of the trusses'and in the plywood grooves before installation of sheathing. A single layer of minimum aV,,-inch-thick (18 2 mm) tongue- and-groove structural wood-based sheathing undertayment, having a minimum floor span rating of 24 inches (610 mm), may be used as an alternate to the plywood sheathing. 2,6,2.3 Lightweight Concrete Floor Topping (Optional): Optional perlite or vermiculite aggregate or gypsum concrete may be placed on top of the wood sheathing without affecting the fire resistive rating. Minimum thickness of the concrete fill ss-V, inch j 59 mm) Aplast'cor paper vapor retarder should he placed or the wood sheathing before placement of the rating, provided the lopping is installed in accordance with its evaluation report. 2.6.2.4 Strong back Bracing: Bracing must be mintmum 2- by~6 grade-marked lumber oriented vertically and must be installed perpendicular to trusses on maximum 10-foot (3048 mm) centers. Braces are attached to each truss with a minimum of three 10d nails, 2.6.2.5 Ceiling Membrane: OnelayerofVinch-thick{15.9 mm), USG. Type C wallboard is applied directly to the bottom chord members of the wood truss. All joints must be blocked with minimum SV^inch-wide (89 mm) steel channels orwood member*. All wailboard edges are attached to the wood chord members or blocking with 1V,-inch-long (41.3 mm), Type S drywall, spaced 8 inches (203 mm) on center, Wellboard joints and screws are covered with joint compound and are taped. 2.7 Identification: Model 20, TW18 and TW16 pfates are embossed with the identifying marks "TW20," "TW18," and "TW16,' respectively, stamped into the parent metal. 3.0 EVIDENCE SUBMITTED Test data in accordance with National Design Standard for Metal Plate Connected Wood Truss Construction, ANSlfTPt 1-1995, for the. Model 20, TW18 and TW16 plates; and a quality controf manual. 4.0 FINDINGS That the Model 20, TW18 and TW16 metal connector plates for wpg(Jt trusses comply with ttia 1997 Uniform Building Code™ (UBC), subject to the following conditions: 4.1 Plans and calculations must be submitted to the building official for the truss** using metal connector plates described in tills report. 4.2 Modal 20, TW18 and TW16 metal connector plates are designed to ftansfer the required loads using the design formulae In ANSVTP11-1995. A copy of the ANSI/TPI1-1996 standard must be supplied to the building department whan this is requested by the building official. 4.3 The allowable loads for the metal connector plates comply with Oils evaluation report. 4.4 Metal connector plates are not permitted to be located where knots occur in connected wood truss members: • 4.8 M«tai connector plates are installed in pairs on opposite faces of truss members connected by the plate*. 4.6 Trusses using metal connector plates described in this report must be fabricated by a truss fabricator approved by the building official in accordance with Sections 2311.6 and 2343.8 of the UBC. 4.7 Allowable loads shown in trie tables in this report may be Increased for duration of load in accordance with Section 2304.3.4 of the UBC. 4.8 Allowable loads shown in the tables In this report are not applicable for metal connector plates embedded in lumber treated with fire-resistive chemicals. 4.9 Where one-hour fire-resistive construction is required, refer to Section 2.6 of this report, or to evaluation report ER-1352 or 6R-1632, for descriptions of code-complying f loor-ceiting or roof- celflhg fire-resistive assemblies. This report is subject lo re-examination in two years. Page 4 of 6 ER-1607 TABLE 1-ALLOWABLE LATERAL RESISTANCE VALUES FOR THE MODEL 20, TW18, AND TW16 METAL CONNECTOR PLATES PLATE MODEL TWI6 TW18 and Model 20 | LUMBER | WRECTIOHOFOIWJNMWLOAOWITHRESPiCTTOLEHOTMOFPUAtt'J.* SjjMGiti Douglas fir Hem-fir Southern pioc Sprucc-pine-fir Sprucc-pinc-fir Timber Strand® Western woods Douglus lir Hem-fir . Southern pine Spruco-piiw-ttr Spruce-pine* fir Timber Strand* Western woods SfMdttc Gravity 0.49 0.43 0.55 0,42 0.50 0.69 OJfe 0.49 0.43 (1.55 0,42 0150 0.69 O.M ! AA 1 EA | ME | IE Mhm«M« Uwif ipouMM Mr mua™ fcw* of ptota contact »*•) 157 108 156 112 136 IHl 101 186 150 195 187 IB9 198 130 161 120 159 110 ISO 172 114 169 125 172 131 163 178 116 HI 86 140 81 119 132 79r i4.i 117 ISI 1Z6 159 181 132 99 1 m 93 117 153 "" 50 1.13 114 154 116 j ~ 142 Ifif. (05 | 101 For SI: | pa-6.89 Id*. "'S*e Figure I for an explanation of the position of ptntcs with raped tft wood grain and teeth ofkntuiioo, 3M«Ui| connector plates must be insulted in pairs on opposite laces of tnuw mcnthors connected by plntes, 'Values w bawd on ih« Grow Aron Method. TABLE 2-WtLLQWABLE TENSION VALUES AND TENSION EFFICIENCY RATIOS FOR MODEL 20, TVV1B, AND TW16 METAL CONNECTOR PLATES ftATE MODEL - •» TW16 TWIS , Model 20 (HRECTION W U»U> WITH BESreCT to L£HGTH OF PIATE ' 0* ALLOWMIM.E TEHWM UMO fpeur 1,906 1,032 789 IT Kta IMT MMMrmnh pw prfr of pMn) 1,133 1,160 <r J M- TENSION LOAD EFFICIENCY RATIO 0-72 0.48 KH2 1 0,48 0.43 0.54 0.34 j For SI: I pound/inch 0.175 N/mtn. 'The length Of plate refers w ihe dinKii^ion of Ihc kmgiludina) uxis of the atm of the plate from which the plate teeth were s3ieartd Ounitg pluk- fntmration. Sec Figure 2 for a visual explanation. TABLE 3-nALLOVWBLE SHEAR VALUES AND SHEAR EFFICIENCY RATIOS FOR MODEL 20, TW18. AND TW18 METAL CONNECTOR KATES I11' - | WJITEMOOEL | .' '1-W16 TW18 Mtxkl20 DIRECT10H OF LOAD *WTH HESPCCT TO LOWUM Of PLATE «" f 3*' f MT' | '99"130" j 1ST AL1OWABLE WEAR LOM1^MMht JMT MMW hw** p*riM4r « P*MM>) 1.091 j 1,094 H45 9)7 " 640 f 693"" 1,441 I t.O«H t.04fi | 616 "792 " [ ' 473 94.1 " 673 5(W 789 630 483 DVtEcnoN or LOM> WITH RSWSCT to LEMOTH or MJWE - - r ! w j or w j w | lir StCAR LOAD EFTKIBMCV RATIO 0.6! • o".S9" 0.59 0,62 ! (1,8! 0.64 j 0,73 0.64 ! 0.73 0.61 0,43 0:43 «.53 ! 0.44 0.47 j 0.44 h 0.47 1 0.44 For SI; 1 pouod.'iodi • 0,175 N.'mra. TABLE 4—ALLOWABLE LATERAL LOAD ADJUSTMENT FACTOR Q». FOR MODEL 20, TW1B, AND TW16 METAL CONNECTOR PLATES INSTALLED WITH 8INGLE>ASS ROLLER PRESSES , PLATE MODEL TWtft TWIS and Model 2» LUMBER SPECIES SPEOFIC GfUMTT 0,49 0.50 0.49 o.so ROULEM PREWD i« 1.00 0.80 (1.92 0-76„.„ . HMETER<b)chM) ^ O.S9 0,89 O.'W 0.94 " f'vr Si; I inch 25.4 mm. !llic(?jf vdiuc Jot Ilk1 luiutx-T i 0; value lot the liimhcr •sjn' ; ymvil.v ofO.49 applms itmli wood spcca* ctimbmations wiih puhlishw! average s «|it-rillc gravity of 0.5*1 applies TO :ill lumber s]»i:i:it> enfiihiiiiitions wiili |«iWii|iv<l ;iv<,-rnf«,' Page 5 of 6 ER-16Q7 LOAD AA ORIENTATION UOAB «pmENTAT»OM mmiH UMMHW Tifl.1. 39; LOAD EAOraEKTATtON ILDAO EG ORIENTATION FIGURE 1 — PLATE ORIENTATIONS 4 ]r" -LENGTH-- — -j Xr >-Cl 5« « B si : «« 38 S '— S SB I•• jjj •» * • <•>•>•> •••> •*• •• ••f KM «• MM: = = =- = => ~T0 DEGREE PtATE ORIENTATION » h > I LENGTH— VJBTH -j * iiiJMiiiiiiisiiitii IIHIIIHI mini 111 utiiiiiii iniiiitii > tBO OGOK6E PtATE ORIENTATION r FIGURE 2 — PLATE WIDTH and LENGTH J" ,T CZ3 "cn CD CD CDen CD en CD «B>~fHleraCD^"i"t {jl'"} CD CD CID CZ3f*T^ f~~i T'i'"""> L^D CT3 C3 CD C3 CD C=) CTl CD LCD CD CD V 9 * — |7/16' of 39 EW.ARGEO TPOTH DETAIL 5/32 T<0 of loot" has tt cpire< of approj.l«»t»Hy ,Hrtf- Al clrwninni mt t'or SI: I inch 25.4 mm. ^ FIGURE 3—TRUSWAL MODEL 20 and TW18 CONNECTOR PLATE Fur SI; 1 inch - 25.4 nun. FIGURE 4—TRUSWAt TW16 CONNECTOR PLATE FIGURE S—HEEL JOINTS TO WHICH THE ReDUCTION FACTOR. Ha. APPLIES Page 6 of 6 ER-1607 19/32" 12" Minimum 1. Minimum 19/3T (11.9 mm) thick T&G plywood 2. Minimum 12" (305 mm) depth Tniswal RorTrus™ truss spaced 24' (610 mm) o.c. maximum 3. 2x6 strongback bridging/bracing at 10'-0" (3046 mm) o.c. 4. Two layers of %' (12.7 mm) thick USG Gold Bond Fire Shield® Type X wall board for SI: 1 inch •- 25.4 mm. FIGURE 8—ONE-HOUR FIRE ASSEMBLY NO. 1 (SEE SECTION 2.6.1 FOR COMPLETE DETAILS) CO © C3) __^_X_ - .---A-,- .--£--I 23/32" ^ .. * 10 3/4'Minimum 1. Optional lightweight floor topping 2. Minimum 23/32" (18.2 mm) thick T&G structural wood sheathing 3 Minimum 10 V (273 mm) depth Tmswa! SpaceJoist® truss spaced 24* (610 mm) o.c. maximum 4. 2x6 strongback bridging/bracing at 10'-0" (3048 mm) o.c. 5. Factory-installed ToisGard™ No. 30 gage steel channel 6. One layer of 5/8" (15.9 mm) USG Type C wall board FIGURE 7—ONE-MOUR FIRE ASSEMBLY NO. 2 [SEE SECTION 2.6.2 FOR COMPLETE DETAILS) H73mr m en ;5 ^CO jj a Q CD mro •aio CD =£o C3 3p CO H73CMWr*• 5"o• ~n — *•2 o< J^5 BROWNERSIDE, io —>»>^. ^CD mN> 'OiOCD ® COa23Ca GGHR NOITl/AL GABi1 1mom*DHTA/tND TRUSS"TI Orn co Q H73 3 O m 01 33 go W 3D 00 co ml\3 •en O CO i OD 32p05