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HomeMy WebLinkAbout1330 POINSETTIA LN; ; CB061926; Permit01-02-2007 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Commercial/Industrial Permit Permit No Building Inspection Request Line (760) 602-2725 CB061926 Job Address Permit Type Parcel No Valuation Occupancy Group Project Title 1330 POINSETTIA LN CBAD COMMIND Sub Type 2145500100 Lot# $2,002,792 00 Construction Type Reference # NC CALVARY BID A 17,649 SF CHURCH,1,665 SF PORCH COMM 0 IIFR Applicant JIM THAYER 9891 IRVINE CENTER DR SUITE140 IRVINE, CA 92618 Status Applied Entered By Plan Approved Issued Inspect Area Plan Check* ISSUED 07/06/2006 JMA 12/21/2006 12/21/2006 Owner CALVARY CHAPEL NO COAST 7188 AVENIDA ENCINAS CARLSBAD CA 92011 Building Permit Add'l Building Permit Fee Plan Check Add'l Plan Check Fee Plan Check Discount Strong Motion Fee Park Fee LFM Fee 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 $5,10084 Meter Size $0 00 Add'l Reel Water Con Fee $3,31555 Meter Fee $0 00 SDCWA Fee $0 00 CFD Payoff Fee $42059 PFF (3105540) $0 00 PFF (4305540) $000 License Tax (3104193) $0 00 License Tax (4304193) $236,376 00 Traffic Impact Fee (3105541) $000 Traffic Impact Fee (4305541) $0 00 PLUMBING TOTAL $0 00 ELECTRICAL TOTAL $000 MECHANICAL TOTAL $40,81000 Master Drainage Fee D2 Sewer Fee $2,574 00 Redev Parking Fee $0 00 Additional Fees HMP Fee TOTAL PERMIT FEES $000 $940 00 $44,856 00 $19,03445 $000 $000 $000 $000 $8,12000 $000 $469 00 $1,01000 $16200 $000 $11,31000 $000 $000 $000 $374,498 43 Total Fees $374,498 43 Total Payments To Date $374,498 43 Balance Due $000 BUILDING PLANS y/IN STORAGE ATTACHED Inspector FINAL APPROVAL 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 you 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 -1 eROJECT INFORMATION 2006 001 33 PLAN CHECK NO EST VAL Plan Ck Deposit Validated By Date "7 / 6> I O 7 7 IWV Address (include Bldg/Suite tt)Business Name (at this address). fNiJmberLegal Description Lot No Subdivision Name; Assessor's Parcel #Existing Use n t 'Unit No , „ Phase No Total ft of units#of i Proposed Description of Work KfiLV W,'2/iliaisCpNTACT PERSON (if differentjfrom applicant)^. SQ FT #of Stories # of Bedroojns tt of Bathrooms xxx%' -^j^-f Name \ ' Address 3 APPLICANT ^Contractor' Q Agent"foWpntralfor lor ._'___ _" Name Address 4 PROPERTY OWNER ::Wfr:'"' . ^ City Agent for Owner State/Zip Telephone tt Fax # State/Zip Telephone Name*" Address City State/Zip Telephone* IS;: CONTRACTOR - COMPANY NAME , i ••*& • 'S """•' ••;* : 5S •>.:.."' • """"' T " . -' (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 [$500]) Name State License tt Address License Class City State/Zip City Business License # Designer Name I ' Address ' "*" " City State/Zip State License tt ^-\ ^S fi""7' 6 WORKERSfCOMPENSATION Workers' Compensation Declaration I hereby affirm under penalty of perjury one of the following declarations D 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 fj 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) PS^ 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 Rpilure 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 !7"" OWNERiBUILbER DECLARATION " [' ~, ..1:::.::IP:' "• ' " " , _."" "I: ' ;"""" 'W'• •--"."',;;'f 1 I hereby affirm that I am exempt from the Contractor's License Law for the following reason 0 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) Q 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) Q 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 l~l YES _l~lNO 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 COMPLETEhTHISlSECTION FOR NON-RESIDENTIAL BUILDING PERMITS' ONLY;,^.;;.:' ~ ••,-, ; ,.. * "^ ~ M* Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration fo/m or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? CD YES B^ NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? fJD YES \fIs the facility to be constructed within 1,000 feet of the outer boundary of a school site? LJ YES 6B 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 ;8" CONSTRUCTION LENDING1 AGENCY ~~ '"". ^ •:'^"""! ^Jy" '"r" JS? ° '•"" :"";:;".:- — "? --~ I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097(0 Civil Code) LENDER'S NAME LENDER S ADDRESS if; .APPLICANT.CERTIFICATION. t ..JiiSIlT 73*' ^ £^ " '"" ""•" ' , ilfc:- '""•:. '^ „,„,.. j/--™':.-. ! 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 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 framed? 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 commencerflp? a period of 180 da^S^GecJjpn 106 4 4 Uniform Building Code) APPLICANT'S SIGNATURE 0-rD \ DATE YEUCOW Applicant PINK Finance City of Carlsbad ^e^. j 1!? ff V / rrptfl^Jr'i V Jit, 10) Dept Build Plan Check # Permit # Project Name Address Contact Person Sewer Dist Inspected By ^3 Inspected By Inspected By Fnnal Building inspection i /^*~^\ x^v | JUN ~ 9 2008 mg /Engineering Planning /CMWDJ St Lite Fire1 ' — -.. j \^__^/ V^_^X Date___Jl^'lo"6/d9/2pp8/;(V,'«'.<>'rKNr CB061926 Permit Type COMMIND NC CALVARY BLD A 1 7,649 SF Sub Type COMM CHURCH, 1,665 SF PORCH 1330POINSETTIALN Lot 0 TOM Phone 8582541068 CA Water Dist CA . Date , / ft .* / / cj /Kf& /TTSAt-G^. Inspected &//& IO& Approved K Disapproved Date Inspected Approved Disapproved Date Inspected Approved Disapproved Comments City of Carlsbad Final Building Inspection Dept Building Engineering Planning CMWD St Lite/rFjreP Plan Check # "bate 06/09/2008 Permit # Project Name Address Contact Person Sewer Dist Inspected A By 67 /Inspected By Inspected By CB061926 Permit Type COMMIND NC CALVARY BLD A 1 7,649 SF Sub Type COMM CHURCH, 1,665 SF PORCH 1330POINSETTIALN Lot 0 TOM Phone 8582541068 CA Water Dist CA L<-~? Date / I s ^ &st* Inspected (-& 1 *2.*J 1 & Q Approved £^ Disapprovedry / '/ Date Inspected Approved Disapproved Date Inspected Approved Disapproved Comments Inspection List Permit* CB061926 Type COMMIND COMM Date Inspection Item 08/29/2008 89 08/29/2008 89 08/28/2008 89 08/28/2008 89 08/27/2008 89 08/27/2008 89 07/17/200889 06/20/2008 89 06/18/200889 06/17/2008 89 06/16/2008 89 06/11/200889 06/10/2008 89 06/09/2008 89 05/14/2008 17 05/14/2008 18 05/08/2008 84 05/05/2008 84 04/21/2008 14 04/09/2008 14 03/25/2008 14 03/25/2008 24 03/25/2008 34 03/25/2008 44 03/10/2008 14 03/10/2008 15 03/10/2008 34 03/05/2008 44 03/04/2008 17 03/04/2008 18 02/29/2008 14 02/29/2008 17 02/29/2008 18 02/27/2008 14 02/27/2008 17 Final Combo Final Combo Final Combo Final Combo Final Combo Final Combo Final Combo Final Combo Final Combo Final Combo Final Combo Final Combo Final Combo Final Combo Interior Lath/Drywall Exterior Lath/Drywall Rough Combo Rough Combo Frame/Steel/Boltmg/Weldin Frame/Steel/Bolting/Weldin Frame/Steel/Boltmg/Weldin Rough/Topout Rough Electric Rough/Ducts/Dampers Frame/Steel/Boltmg/Weldin Roof/Reroof Rough Electric Rough/Ducts/Dampers Interior Lath/Drywall Exterior Lath/Drywall Frame/Steel/Boltmg/Weldin Interior Lath/Drywall Exterior Lath/Drywall Frame/Steel/Bolting/Weldm Interior Lath/Drywall Inspector Act MC - - MC - MC MC MC MC MC MC MC MC MC MC MC MC MC MC MC MC MC MC MC MC MC MC MC MC MC MC MC MC MC MC Fl Rl Rl CA Rl PA CO PA PA PA NR PA PA NR we AP AP AP AP AP PA we PA we PA we PA PA PA PA NR PA NR PA PA NC CALVARY BLD A 17,649 SF CHURCH,1,665 SF PORCH Comments OCC LOAD SIGNAGE & WHEEL CHAIR LIFT OK P M PLEASE PER CONTRACTOR P M PLEASE ONGOING COMPLETE OCCUPANCY LOAD SIGNAGE, DOOR #54 HARDWARE & WHEEL CHAIR LIFT @ STAGE 1ST FLOOR PICK UP PARKING LOT &SITE ACCESSIBILITY.OK TO RELEASE GAS METER FOR SANCTUARY USE ONLY CONTINUE 1ST FLOOR PICK UP LIST COMPLETE PICK UP LIST SECOND FLOOR ADA COMPLIANCE SOUTH SIDE OF EXT STAIR t-bar at rear of stage t-bar, does not include stage area AT GYMNASIUM PRESSURE TREATED SLEEPERS @ GYM FLOOR HARD LID FRAME RM 207 STAIR HARD LID ELECT RM 207 STAIR HARD LID & WALLS @ ROOMS 104-106 ONLY HARD LID & WALLS @ ROOMS 104-106 ONLY HARD DUCT SEALER @ STAGE -RM 103, RM 119&2NDFLR RM 201 ONLY CORRIDOR 1ST LAYER, FIRE CAULK & ELECT @RM 109-111 LINEA&1 5-Lmee&8 LID & WALLS @ RM 102 (GYMNASIWM) ONLY HARD LID @ CORRIDOR 108 WALLS & CEILING @ LINE 4-9 EXCEPT AT 1 HR CORRIDOR Tuesday, September 02, 2008 Page 1 of 3 02/21/2008 17 02/20/2008 14 02/20/2008 18 02/20/2008 34 02/20/2008 44 02/13/2008 14 02/13/2008 17 02/11/2008 14 02/11/2008 16 02/11/2008 17 02/06/2008 14 02/04/2008 14 02/04/2008 34 01/24/2008 14 01/24/2008 24 01/24/2008 34 01/24/200844 01/23/2008 18 01/22/2008 14 01/04/200824 12/31/2007 14 12/20/2007 23 12/19/2007 23 12/19/2007 24 12/12/2007 24 12/12/200744 11/28/2007 14 10/12/2007 11 10/12/2007 14 10/04/2007 15 09/25/2007 14 09/25/2007 1 5 Interior Lath/Drywall Frame/Steel/Boltmg/Weldin Exterior Lath/Drywall Rough Electric Rough/Ducts/Dampers Frame/Steel/Bolting/Weldm Interior Lath/Drywall Frame/Steel/Bolting/Weldm Insulation Interior Lath/Drywall Frame/Steel/Bolting/Weldm Frame/Steel/Bolting/Weldm Rough Electric Frame/Steel/Boltmg/Weldin Rough/Topout Rough Electric Rough/Ducts/Dampers Exterior Lath/Drywall Frame/Steel/Bolting/Weldm Rough/Topout Frame/Steel/Boltmg/Weldin Gas/Test/Repairs Gas/Test/Repairs Rough/Topout Rough/Topout Rough/Ducts/Dampers Frame/Steel/Boltmg/Weldin Ftg/Foundation/Piers Frame/Steel/Bolting/Weldm Roof/Reroof Frame/Steel/Bolting/Weldm Roof/Reroof MC MC MC MC MC MC MC MC MC MC MC MC MC MC MC MC MC MC MC MC MC MC MC MC MC MC MC MC MC MC MC MC PA PA NR PA PA PA we we PA PA PA PA PA we we PA we PA PA AP PA AP PA PA PA PA NR AP we AP we PA 08/22/2007 11 Ftg/Foundation/Piers MC PA 07/20/2007 63 Walls MC PA DRYWALL SCREWS @ LID & WALLS FOR RMS 201-205 & 208-210 HARD LIDS AT 1STFLRRM 112, 117, & 118 HARD LIDS AT 1STFLRRM 112, 117 & 118 HARD LIDS AT 1STFLRRM 112, 117, & 118 WALL FRAMING AT STAGE & SUSPENDED CEILING FRAMING AT 1ST FLR RESTROOMS GYMNASIUM CEILING & WALL EXCEPT AT STAGE HARD LID @116 & 119 H25s & SHEAR MIDSPAN BLKG AT ALL INT SHEAR WALLS PORCH FRAMING PORCH LIGHT CANS WALLS FIRST FLOOR LINE 4-11 & E-N & WALLS SECOND FLR LINE 4-5 5 & A-N EXCEPT AT STAIRWELL SEE BLUE HIGH LITER, SHT A111 OF APPR PLANS LINE 4-11 &E-M 1ST FLR AT HARD LID, OK TO START INSULATION ROOF DRAINS LINE 4-9 & F - M AT HARD LID ABOVE T- BAR END OF 24HR TEST, GRAPH CARD TO FILE START OF 24 HR TEST 1 05PM WATER TOP OUT WASTE & VENT ONLY, SEE APPR PLANS HARD DUCT SEALER @ RM 101-102, 117-118 & 208-210 WRAP BUILDING, MISSING SIN SQ WASHERS AT SHEAR WALLS LIGHT WEIGHT CONCRETE PANS @ RM 103-107 & BALCONY PAN @ 202 DECKING&DENS DECK OK PER PLAN,NEED RFI@LINE1 5-2&B,C,D,J FOR CRICKET&ROOF DRAIN PROVIDE PERIMETER BOUNDRY SCREWS PAD FOOTING @ EXT PORCH, 45-65 & 6 5 & B & FUTURE BASEMENT STAIRS & STEM WALL @ 3 5 & A STAIRWELL CMU @ GRID 4-3 &4 Tuesday, September 02 2008 Page 2 of 3 07/06/2007 11 Ftg/Foundation/Piers 07/06/2007 12 06/27/2007 11 06/27/2007 12 05/16/2007 12 05/03/2007 11 Steel/Bond Beam Ftg/Foundation/Piers Steel/Bond Beam Steel/Bond Beam Ftg/Foundation/Piers 04/17/2007 11 Ftg/Foundation/Piers 02/27/2007 11 02/16/2007 11 02/16/2007 21 02/08/2007 11 02/08/2007 12 02/07/2007 21 Ftg/Foundation/Piers Ftg/Foundation/Piers Underground/Under Floor Ftg/Foundation/Piers Steel/Bond Beam Underground/Under Floor MC MC MC MC MC MC MC PD MC MC MC MC MC PA PA CA CA AP PA PA PA PA AP PA PA PA STAIRWELL FOUNDATION TO FUTURE BASEMENT, GRIDLINE A & 3 PER PHONE CALL BY CONTRACTOR TOM SOG PAD FOOTINGS PER RFI A-064 & 1ST LIFT LOADING DOCK WALLS SEE SHT S 101, PINK HI-LITER GRADE BEAM FOOTING, STEEL, Abs & HOLD DOWNS PAD FTGS - NOTED ON PLAN FOOTING & STEEL PF5, PF-7, PF-11, & PF-12, SEEAPPR PLANS GREEN HI- LITER 5- C-1 CAISSONS & 9- PF-1 18IN COLUMN FOOTINGS, SEE APPR PLANS ORANGE HILITER 4IN MAIN SEWER LATERAL, SEE SHEET P112 ORANGE HIGHLITER Tuesday, September 02, 2008 Page 3 of 3 City of Carlsbad Bldg Inspection Request For 08/29/2008 Permit* CB061926 Title NC CALVARY BLD A 17,649 SF Description CHURCH.1,665 SF PORCH Inspector Assignment MC 1330 POINSETTIALN Lot 0 Type COMMIND Sub Type COMM Job Address Suite Location OWNER CALVARY CHAPEL NO COAST Owner Remarks Phone 8582541068 Inspector Total Time CD Description 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Requested By NA Entered By CHRISTINE Act Comments A, Comments/Notices/Holds PCR06165 PCR06175 PCR07045 Associated PCRs/CVs Original PC# ISSUED NORTH COAST CALVARY-4 NEW WALL, 3 WALLS=3600 SF@POINSCTTIA & 1 WAI.I ISSUED N COAST CALVARY-REVISE 8 RET, WALLS-POURED TO MASONRY ISSUED NCCAI.VARY 1 REVISED FRAM @ , STAGE OPENING 2 REVISE TOOT1NG-STA1RW Inspection History Comments ON GOING COMPLETE OCCUPANCY LOAD SIGNAGE, DOOR #54 HARDWARE & WHEEL CHAIR LIFT @ STAGE 1ST FLOOR PICK UP PARKING LOT &SITE ACCESSIBILITY.OK TO RELEASE GAS METER FOR SANCTUARY USE ONLY CONTINUE 1ST FLOOR PICK UP LIST COMPLETE PICK UP LIST SECOND FLOOR ADA COMPLIANCE Date 08/27/2008 07/17/2008 06/20/2008 06/18/2008 06/17/2008 06/16/2008 06/11/2008 06/10/2008 06/09/2008 Description 89 Final Combo 89 Final Combo 89 Final Combo 89 Final Combo 89 Final Combo 89 Final Combo 89 Final Combo 89 Final Combo 89 Final Combo Act PA CO PA PA PA NR PA PA NR Insp MC MC MC MC MC MC MC MC MC City of Carlsbad Bldg Inspection Request For 12/20/2007 Permit* CB061926 Title NC CALVARY BUD A 17,649 SF Description CHURCH.1,665 SF PORCH Inspector Assignment MC 1330 POINSETTIA LN Lot 0 Type COMMIND Sub Type COMM Job Address Suite Location OWNER CALVARY CHAPEL NO COAST Owner Remarks Total Time Phone 8582541068 Inspector Requested By TOM DONOVAN Entered By CHRISTINE CD Description 23 Gas/Test/Repairs Act Comments 06/27/2007 05/16/2007 12 o._Ol WALL 3 WALLS=3600 SF@POINSETriA & 1 WAL1 WALLS-POURED TO MASONRY TAGE OPENING 2 REVISE 1-OOTING-STAIRW T ONLY, SEE APPR PLANS ALER@RM 101-102, 117-118 & 208-210 3, MISSING 3IN SQ WASHERS AT SHEAR WALLS cn CONCRETE PANS @ RM 103-107 & BALCONY PAN iS DECK OK PER PLAN,NEED RFI@LINE1 5-2&B,C,D,J iROOF DRAIN RIMETER BOUNDRY SCREWS ,NG @ EXT PORCH, 45-65&65&B& FUTURE F STAIRS & STEM WALL @ 3 5 & A ,ELL CMU@ GRID 4-38,4 <WELL FOUNDATION TO FUTURE BASEMENT, GRIDLINE A & 3 X PER PHONE CALL BY CONTRACTOR TOM AP MC S O G City of Carlsbad Bldg Inspection Request For 02/08/2007 Permit* CB061926 Title NC CALVARY BLD A 17,649 SF Description CHURCH.1,665 SF PORCH Inspector Assignment MC 1330 POINSETTIALN Lot 0 Type COMMIND Sub Type COMM Job Address Suite Location OWNER CALVARY CHAPEL NO COAST Owner Remarks Phone 8582541068 Inspector Total Time CD Description 11 Ftg/Foundation/Piers 12 Steel/Bond Beam Act Comment 6- ^- Requested By TOM Entered By CHRISTINE Comments/Notices/Holds Date Associated PCRs/CVs Original PC# PCR06165 ISSUED NORTH COAST CA1.VARY-4 NEW WALL, 3 WALLS=3600 SI;@I'OINSETTIA & 1 WALL PCR06175 ISSUED N COAST CALVARY-REVISE 8 RHT, WALLS-POURI:D TO MASONRY Inspection History Description Act Insp Comments Page 1 of 1 Christine Wauschek - North Coast Calvary Chapel From: "Michael Elliott" <mikeelhott2@cox net> To: "Van Lynch" <vlync@ci carlsbad ca us>, "Janean Hawney" <Jhawn@ci carlsbad ca us>, "Christine Wauschek" <cwaus@ci carlsbad ca us>, "Meghan Jacobson" <mjaco@ci carlsbad ca us>, "Michele Masterson" <mmast@ci carlsbad ca us>, "Pete Dreibelbis" <pdrei@ci carlsbad ca us>, <tomd@tbpemck com> Date: 06/10/2008 4 14 PM Subject: North Coast Calvary Chapel Attachments: 96 - North Coast Calvary Chapel - Inspl doc North Coast Calvary Chapel Project Number CUP04-05 Drawing Number 429-5L Building A - 1330 Pomsettia Lane - CB061926 Landscape inspection comments are attached Approved - Permit card was signed file IIC \Documents and Settmgs\Cwaus\Local Settmgs\Temp\XPgrpwise\484EA86EGW 06/11/2008 Corporate 2992 E La Palma Avenue, Suite A, Anaheim, CA 92806 Tel (714)632-2999 Fax (714)632-2974 Branch 7313 Carroll Road, Suite G, San Diego, CA 92121 Tel (858) 537-3999 Fax (858) 537-3990 Branch 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel (951)653-4999 Fax (951)653-4666 Report of COMPRESSIVE STRENGTH-GROUT ASTM C1019 CITY OF CARLSBAD-BLDG INSPECTION DEPT 1635 FARADAY AVENUE CARLSBAD, CA 92008 Client NORTH COAST CALVARY CHAPEL Set No: 7-01359 File No Permit No Project No Project Name N/A 6624A06 NORTH COAST CALVARY CHAPEL CARLSBAD •SSPPOINSETTIA CARLSBAD, CA Age (Days) 4 28 28 Date Tested 7/27/2007 8/20/2007 8/20/2007 Nominal Size 3X3X6 3X3X6 3X3X6 Actual Area (Sq Inch) 970 933 921 Load (Ibs) 26,160 37,390 36,280 Strength (psi) 2,700 4,010 3,940 Type of Fracture N/A N/A N/A Specified Strength 2,000 PSI Sampled By CHRIS GALLOP Location STAIRWALL TO FUTURE BASEMENT Concrete Supplier ROBERTSON'S READY MIX Mix No RS200G44 Ticket No 5489173 Water added at Site gal By Cement Type. Mix Time 80 mm ASTMC172 Date Sampled 7/23/2007 Date Received. 7/25/2007 Concrete Temp- Ambient Temp °F ASTMC1064 °F ASTM C1064 Slump- 900 in ASTMC143 Tested at San Diego Remarks EARLY BREAK REQUEST PER CLIENT Distribution NORTH COAST CALVARY CHAPEL CITY OF CARLSBAD-BLDG INSPECTION DEPT TB PENICK & SONS, INC O1 DAY CONSULTING, INC TIMELESS ARCHITECTURE **LAB COPY** Respectfully Submitted, MTGL, Inc Eduardo Dizon, R C E 3980 PSI 28-day compression test complies with the specified strength Corporate 2992 E La Palma Avenue, Suite A, Anaheim, CA 92806 Tel (714)632-2999 Fax (714)632-2974 Branch 7313 Carroll Road, Suite G, San Diego, CA 92121 Tel (858)537-3999 Fax (858)537-3990 Branch 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel (951)653-4999 Fax (951) 653-4666 Report of COMPRESSIVE STRENGTH-CONCRETE ASTM C39 CITY OF CARLSBAD-BLDG INSPECTION DEPT 1635 FARADAY AVENUE CARLSBAD, CA 92008 Client- NORTH COAST CALVARY CHAPEL Set No 7-01312 File No Permit No Project No Project Name N/A 6624A06 NORTH COAST CALVARY CHAPEL CARLSBAD 1340POINSETTIA , CARLSBAD, CA Age (Days) 7 28 28 Date Tested 7/26/2007 8/16/2007 8/16/2007 Nominal Size 2X4 2X4 2X4 Actual Area (Sq Inch) 3 14 3 14 3 14 Load (Ibs) 9.840 11,680 11,730 Strength (psi) 3,130 3,720 3,730 Type of Fracture N/A N/A N/A Specified Strength 1,800 PSI Sampled By CHRIS GALLOP ASTMC172 Date Sampled 7/19/2007 Date Received 7/20/2007 Location- STAIRWAY WALLS TO FUTURE BASEMENT 10'-8" TO 12'-8" Concrete Supplier SPECIFIED MIX Mix No • TYPE S Ticket No Water added at Site. gal By Cement Type Mix Time mm Concrete Temp Ambient Temp °F ASTM C1064 °F ASTM C1064 Slump- in ASTM C143 Tested at San Diego Remarks Distribution NORTH COAST CALVARY CHAPEL CITY OF CARLSBAD-BLDG INSPECTION DEPT TB PENICK & SONS, INC O1 DAY CONSULTING, INC TIMELESS ARCHITECTURE **LAB COPY** Respectfully Submitted, MTGL, Inc Eduardo Dizon, R C E 3720 PSI 28-day compression test complies with the specified strength Corporate 2992 E La Palma Avenue, Suite A, Anaheim, CA 92806 Tel (714)632-2999 Fax (714)632-2974 Branch 7313 Carroll Road, Suite G, San Diego, CA 92121 Tel (858) 537-3999 Fax (858) 537-3990 Branch 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel (951)653-4999 Fax (951)653-4666 Report of. COMPRESSIVE STRENGTH-MORTAR ASTM C270 CITY OF CARLSBAD-BLDG INSPECTION DEPT 1635 FARADAY AVENUE CARLSBAD, CA 92008 Client NORTH COAST CALVARY CHAPEL Set No- 7-01311 File No Permit No Project No Project Name N/A CBOS49&7 to^<^Z.t> 6624A06 NORTH COAST CALVARY CHAPEL CARLSBAD CARLSBAD, CA Age (Days) 7 28 28 Date Tested 7/25/2007 8/15/2007 8/15/2007 Nominal Size 2X4 2X4 2X4 Actual Area (Sq Inch) 3 14 3 14 3 14 Load (Ibs) 10,640 12,310 12,400 Strength (psi) 3,390 3.920 3.950 Type of Fracture N/A N/A N/A Specified Strength. 1,800 PSI Sampled By CHRIS GALLOP Location STAIRWAY 12" WALL 4'-8" TO lO'-O" Concrete Supplier SPECIFIED MIX Mix No TYPE S Ticket No. Water added at Site. gal. By Cement Type Mix Time. mm ASTMC172 Date Sampled 7/18/2007 Date Received. 7/20/2007 Concrete Temp Ambient Temp. °F ASTM C1064 °F ASTMC1064 Slump. in. ASTM C143 Tested at San Diego Remarks Distribution NORTH COAST CALVARY CHAPEL CITY OF CARLSBAD-BLDG INSPECTION DEPT TB PENICK & SONS, INC O1 DAY CONSULTING, INC TIMELESS ARCHITECTURE **LAB COPY** Respectfully Submitted, MTGL, Inc Eduardo Dizon, R C E 3940 PSI 28-day compression test complies with the specified strength Office Locations Orange County Corporate Branch 2992 E La Raima Avenue Suite A Anaheim, CA 92806 Tel 7146322999 Fax 7146322974 San Diego Imperial County 7313 Carroll Road Suite G San Diego. CA 92121 Tel 858 537 3999 Fax 858 537 3990 Inland Empire 14467 Meridian Parkway Building 2A Riverside, CA 92518 Tel 951 653 4999 Fax 951 653 4666 OC/LA/lnland Empire Dispatch 800 491 2990 San Diego Dispatch 888 844 5060 www mtglmc com Geotechnica! Enginee. Construction Materials Project No 6624-A06 Log No 07-1386 July 23, 2007 Mr Jack Shubm North Coast Calvary Chapel 7220 Avemda Enemas, Suite 204 Carlsbad, CA 92009 Subject Result of Fire Proofing Density Test, Lab #0648 Project North Coast Cavalry Chapel, Building A Carlsbad, Ca Dear Mr Shubm Sample of Sprayed Fire-Resistive Material (SFRM) were taken from structural members by our inspector for density testing at our laboratory Density tests were performed in accordance with UBC Standard 15-5 The test results are presented in the following table Date Sampled 7/13/07 7/13/07 7/13/07 Location Grid D/3 Grid D/3-4 Grid F/6-7 Member Floor Framing Primary Beam / Floor Framing Secondary Beam/Floor Framing Sample Size 4" x 12" 4"xl2" 4"xl2" Density (pcf) 154 146 173 SFRM CAFCO, Blaze Shield II Dry Density Specification 11 pcf (mm individual) 13 pcf (mm average) B Materials tested conform to the requirements of the project approved documents D Materials tested do not conform to the requirements of the project approved documents If you have any questions concerning this report, please call our office Respectfully submitted, MTGL, Inc \ EduardoC Dizon, RCE Project Engineer cc City of Carlsbad / Building Inspection O'Day Consulting, Inc TB Penick & Sons, Inc Timeless Architecture Corporate 2992 E La Palma Avenue, Suite A, Anaheim, CA 92806 Tel (714)632-2999 Fax (714)632-2974 Branch 7313 Carroll Road, Suite G. San Diego. CA 92121 Tel (858)537-3999 Fax (858)537-3990 Braneh 14467 Meridian Parkway Bldg 2A, Riverside. CA 92518 Tel (951)653-4999 Fax (951)653-4666 Report of COMPRESSIVE STRENGTH-CONCRETE ASTM C39 CITY OF CARLSBAD-BLDG INSPECTION DEPT 1635 FARADAY AVENUE CARLSBAD. CA 92008 Client NORTH COAST CALVARY CHAPEL Set No 7-01238 File No N/A Permit No CB06-1927 Project No • 6624A06 Project Name NORTH COAST CALVARY CHAPEL CARLSBAD , 1340POINSETT1A : CARLSBAD, CA Age (Days) 1 2 7 28 Date Tested 7/11/2007 7/12/2007 7/17/2007 8/7/2007 Nominal Size 6X 12 6X 12 6X 12 6X 12 Actual Area (Sq Inch) 2827 2827 2827 2827 Load (Ibs) 70.370 86,670 120,320 148.280 Strength (psi) 2.490 3.070 4,260 5.240 Type of Fracture Shear Shear Cone & Shear Cone & Shear Specified Strength 5,000 PSI Sampled By TORSTENBO ASTM C172 Date Sampled 7/10/2007 Date Received Location P T BRIDGE ELEVATOR DECK WESTERN 1/3 @ CENTER OF BRIDGE Concrete Supplier Mix No 5033504 Ticket No 195549 Water added at Site Cement Type II/V HANSON AGGREGATES Concrete Temp 75 Ambient Temp 70 "F ASTM C1064 °F ASTM C1064 gal By Mix Time 60 mm Slump 400 in ASTM C143 Tested at San Diego Remarks Distribution NORTH COAST CALVARY CHAPEL CITY OF CARLSBAD-BLDG INSPECTION DEPT TB PEN1CK & SONS, INC O' DAY CONSULTING. INC TIMELESS ARCHITECTURE **LAB COPY** Respectfully Submitted, MTGL, Inc Eduardo Dizon, R C E 5240 PSI 28-day compression test complies with the specified strength Corporate 2992 E La Palma Avenue, Suite A. Anaheim, CA 92806 Tel (714)632-2999 Fax (714)632-2974 Branch 7313 Can-oil Road, Suite G. San Diego, CA 92121 Tel (858)537-3999 Fax (858)537-3990 Branch 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel (951)653-4999 Fax (951)653-4666 Report of COMPRESSIVE STRENGTH-CONCRETE ASTM C39 CITY OF CARLSBAD-BLDG INSPECTION DEPT 1635 FARADAY AVENUE CARLSBAD, CA 92008 Client NORTH COAST CALVARY CHAPEL Set No 7-01239 File No N/A Permit No CB06-1927 Project No 6624A06 Project Name NORTH COAST CALVARY CHAPEL CARLSBAD 1340 POINSETTIA CARLSBAD, CA Age (Days) 1 2 7 28 Date Tested 7/11/2007 7/12/2007 7/17/2007 8/7/2007 Nominal Size 6X 12 6X 12 6X 12 6X 12 Actual Area <Sq Inch) 2827 2827 2827 2827 Load (Ibs) 67.780 97,930 121.700 159.210 Strength (psi) 2,400 3.460 4.300 5,630 Type of Fracture Shear Shear Cone & Split Shear Specified Strength 5,000 PSI Sampled By TORSTENBO Location 'P T BRIDGE DECK - CENTER OF BRIDGE ASTMC172 Date Sampled 7/10/2007 Date Received Concrete Supplier Mix No 5033504 Ticket No 195614 Water added at Site Cement Type 1I/V HANSON AGGREGATES gal By Mix Time 45 nun Concrete Temp 75 Ambient Temp 72 °F ASTM C1064 "F ASTM C1064 Slump 400 in ASTM C143 Tested at San Diego Remarks Distribution NORTH COAST CALVARY CHAPEL CITY OF CARLSBAD-BLDG INSPECTION DEPT TB PENICK & SONS. INC O1 DAY CONSULTING, INC TIMELESS ARCHITECTURE **LAB COPY** Respectfully Submitted, MTGL, Inc Ecluardo Dizon, R C £ 5630 PSI 28-day compression lest complies with the specified strength Corporate 2992 E La Palma Avenue, Suite A, Anaheim, CA 92806 Tel (714)632-2999 Fax (714) 632-2974 Branch 7313 Carroll Road, Suite G, San Diego, CA 92121 Tel (858) 537-3999 Fax (858) 537-3990 Branch 14320 Elsworth Street, Suite C101, Moreno Valley, CA 92553 Tel (909)653-4999 Fax (909)653-4666 Branch 13010 San Fernando Road, Unit 1, Sylmar, CA 91342 Tel (818)833-8100 Fax (818)833-0085 Report of. COMPRESS1VE STRENGTH-CONCRETE ASTM C39 CITY OF CARLSBAD-BLDG INSPECTION DEPT 1635 FARADAY AVENUE CARLSBAD, CA 92008 Client NORTH COAST CALVARY CHAPEL Set No 7-00233 File No • N/A Permit No CSJB06-1-92-7- Project No. 6624A06 Project Name NORTH COAST CALVARY CHAPEL-PHI CHILDR NE CORNER OF POINTSETTA/AVIRA CARLSBAD, CA Age (Days) 7 28 28 56 H Date Tested 2/20/2007 3/13/2007 3/13/2007 4/10/2007 Nominal Size 6X12 6X 12 6X12 6X12 Actual Area (Sq Inch) 2827 2827 2827 2827 Load (Ibs) 63,300 Strength (psi) 2,240 Type of Fracture Cone & Split Specified Strength. 3,000 PSI Sampled By JOSH HOFFMAN Location CONTINOUS FOOTING ALONG GRID LINE 1 1 ASTMC172 Date Sampled 2/13/2007 Date Received 2/16/2007 Concrete Supplier Mix No 30335500 Ticket No 156177 Water added at Site Cement Type HANSON AGGREGATES 1000 gal By CONTRACTOR Mix Time-mm Concrete Temp: 62 Ambient Temp- °F ASTMC1064 °F ASTM C1064 Slump- 375 in ASTMC143 Tested at- Remarks Distribution NORTH COAST CALVARY CHAPEL CITY OF CARLSBAD-BLDG INSPECTION DEPT TB PENICK & SONS, INC **LAB COPY** Respectfully Submitted, MTGL, Inc Eduardo Dizon, R C E Client Date REPORT OF ULTRASONIC INSPECTION Project ,i Project No Test Method Standard /^7/~&c- - <-> ' ~.2E- Acceptance Standard /&*J5 & /> / ii^u •-/ J r/\&& 6 , Z Length ^ • • Thickness f st2<3 " Ultrasonic Unit }<£ US/?? 2.-sr Senal No 3 ^-o sv ~ 4, c/ / Location SHOP ^476"" Weld Identification 5MM/44 ftATfL £-1 x.\\\\\\\\\\\Meets CodeX 1o»tou.'rocedure Legendlumberu. ^. /Indication NumberTransducer Angleyo 8to LL '&2 Decibels**IndicationLevela ReferenceLevelb 6 £AttenuationFactorc | ll d WELD LOCATION AND IDENTIFICATION SKETCH * (Indicate X-^f Markings) Discontinuity J schnician £U/^^//4s*7 /-I/ &.</-* Level J2~ Interpreter &/ £.^OA/<. Level -**— Jchnician ' Leve! EMARKS . , a j ; j / / || | IIo in Distance Fromyt,From Y Couplant Calibration Blocks Frequency Surface Conditions X-y MARKERS * Use Leg 1, II or III ** Gam in Db "Attenuat'on in Db a-b-c=d b-a-c=d ^J^Siqnature t*^-s ('~^s>f t-fen^-s MONTANA Testing & Geotechmcal, Inc FTF.TT) REPORT Branch Office 904 Rancheros Drive, Suite L San Marcos, California 92069 1 YPJi Oh WUKK ICC/ICBO - SSW iRCHirfict Timrneless Arch (T A) 0 UCbt-Jr" CjsKiSaL^/it^ SNTRACTOR" (J T B Penick >UB CONTRACTOR Richardson Steel NSPECtlON ADDRHSS f 1330 Pomsettialn - Carlsbad. Ca MAILABLE P SOIL REPORT P SPECIFICATIONS13 APPROVED PLAN' 0 APPROVED SHOP DRAWING FOR WbhK hNULNU PROJECT NO 3-Jun-2007 662-4A06 REpoRtNb 'To" ""OF ' report no 1 1 1 PLANFlLENO PERMi'fNO CBO61926 PROJECT NAME North Coast Calvery Chapel AiJijRESS'OF'PROJECT "" " ~ "" ~" ~" 1330 Poinsettia In - Carlsbad, Ca REPORT REQUIREMENTS: ICBO FIELD INSPECTION MANUAL/MTG SOIL MANUAL REVIEW PREVIOUS REPORTS AND LISTS IF TiiiiRn: is NON CONFORMING WORK ATTHE FND OF THE WORK DAY OR MISSING MTRS AND RFIS ETCS FILL OUT AND ATTACH A DEFICIENCY REPORT WHEN A DEFICIENCY YOURS OR A PREVIOUS INSPECTOR'S IS CORRECTED SO NOT!- ON THE ORIGINAL DEFICIENCY REPORT AND SUBMIT A COPY WITH YOUR WEEK S REPORTS MATERIALS (JSELJBV CONTRACTOR (INCLUDE RESEARCH REPGR1 NO UKivUltKlAL 1 tli t nLfUKl S) (1 1 ) Observed visual inspection of l"dia A490 II S - bolts in the following location T S using the proper technique "snug tight" before impact is applie Between the following grid lines 5-9/E5-M Partial completion 2nd Fl Locations Mote In sporadic locations T S is N/A due to obstructions RFI pending eng Approval of T N method per AISC recommendations (1 2) Observed A490 HS - bolts installed in shear clip/ column connections snug tight PendTS in the following loc 1-10/A-M 2nd 11 & roof level STote Some bolted column to beam connections 1/4" fillet welded per RFI A074 In previously noted locations Bolting N/A REMARKS INCLUDING MkLHNGS "~ " Work on going End of report REWORK AS PERCENT OF ALL WORK TODAY WEATHER TEMPERA! SITE TIME STAR 7"-^^,, SITE TIME FINIS,^ , PERCENT PROJECT COMPLETION SAMPLES TA TESTS REQLT /H _, -*""• vyy/l:. I UJNCH PBR1OI TRAVEL TEvD VERIFIED I do certify that 1 have personally observed all the work listed above and that this work complies with soil investigation recommendations, and / or the approved plans, specifications and applicable section of the Building Codes, unless otherwise noted on the deficiency report l-Jun-2007_ Date of Report 5262291-85 JUSTIN J RUNGE Pnnt Name City / County Certification Number INLAND ENGINEERING & CONSULTING, INC. Structural Design - Planning Consulting 4883 E La Palma Ave Suite 501 A Anaheim, California 92807-1957 (714) 777-7700 July 2, 2008 To City of Carlsbad 1635 Faraday.Avenue Carlsbad, CA 92008 Re Structural Observation of North Coast Calvary Chapel 1330 Pomsettia Carlsbad, CA To Whom It May Concern This letter is to acknowledge that a representative from Inland Engineering has observed the construction of the foundation and framing of the structure at the above address, and it is in substantial compliance with the structural plans Please feel free to call us,wrth^any questions Sincerely, Shawn Inland Engineering sCorTsultng, Inc r ?£cha, y i Evans Structural Masonry Special !f spector UBC ! incuwdttai namea t*Q> eon is CERTtF'EO in the cateqorv sricwti I cean so ct'TifS=n;. li'ruant to succ^sf j. cpKP»wtion o* t" I Corporate 2992 E La Raima Ave Ste A Anaheim, CA 92806 Tel 7146322999 Fax 7146322974 Dispatch 800 491 2990 San Diego/Imperial County 7313 Carroll Rd Ste G San Diego, CA92121 Tel 8585373999 Fax 8585373990 Dispatch 8888445060 Inland Empire 14467 Meridian Pkw , Bldg 2-A Riverside, CA 92508 Tel 951 653 4999 Fax 951 653 4666 Dispatch 800 491 2990 FIELD REPORT E,OF WORK INSPECTOR D TECHNICIAN AVAILABLE SOIL REPORT (Y) (N) APPROVED PLANS (Y) (N) SPECS (Y)(N) APPROVED SHOP DRAWING (Y) (N) RF.PORTING REQU1RRMENTS ICBO FIELD INSPECTION MANL'AL/MTGi. SOIL MANUAL- REVIEW PREVIOUS REPORTS AND LISTS IF THERE IS NON-CONFORMING WORK AT THE END OF THE WORK DAY OR MISSING MTRS AND RFIS ETC FILL OUT AND ATTACH A DEFICIENCY REPORT WHEN A DEFICIENCY YOURS OR A PREVIOUS INSPECTOR'S IS CORRECTED SO NOTE ON THE ORIGINAL. DEFICIENCY REPORT AND SUBMIT A COPY WITH YOUR WEEK S REPORTS MARRIALS USED BY.60NTRACTOR (INCMIDE RESEARCH REPOfVTNO OR MATERIAL TEST REPORTS) r•RAZORS EQUIPMENT/ MANPOWERS' STRUCTURAL NOTES DETAIL OR RFIS USED REMARKS INCLUDING MEETINGS REWORK AS PERCENT OF ALL WORK TODAY.PERCENT PROJECT COMPLETION. WEATHER TEMPERATURE 73 SAMPLES TAKEN TESTS REQUIRED SITE TIME START U? • LUNCH PERIOD /I/ ' ft • SITE TIME FINISH / 2^ ' (0© y/* TRAVEL TIME VERIFIED BY "-^ I DO CERTIFY THAT I HAVE PERSONALLY OBSERVED ALL OF THE WORK LISTED ABOVE AND THAT THIS WORK COMPLIES WITH THE SOIL INVESTIGATION RECOMMENDATIONS AND / OR/fjjPAIJPROVEDLANS, SPECIFICATIONS AND APPLICABLE SECTION OF THE BUILDING CODE UNLESS OTHERWISE NOTED IN THE DEFICIENCY REPORT Date of Report ICBO Certification Number Print Name City / County Certification Number Rev 7/97 Corporate 2992 E La Palma Ave Ste A Anaheim, CA 92806 Tel 7146322999 Fax 7146322974 Dispatch 800 491 2990 San Diego/Imperial County 7313 Carroll Rd Ste G San Diego, CA92121 Tel 8585373999 Fax 858 537 3990 Dispatch 8888445060 Inland Empire 14467 Meridian Pkw.Bldg 2-A Riverside, CA92518 Tel 951 653 4999 Fax 951 653 4666 Dispatch 800 491 2990 FIELD REPORT TYPE OF WORK NSPECTOR DTECHNICIANa AVAILABLE SOIL REPORT (Y) (N) APPROVED PLANS (Y) (N| SPECS (Y) (N) APPROVED SHOP DRAWING (Y) (N) ARCHITECT FOR WEEK ENDING "" (Toy qjisi'/tim . NO REPORT NO PG OF PLAN FILE NO PERMIT NO SUB CONTRACTOR PR 4INSPECTION ADDRESS a , U, Ci\ ^ ADDRESS OF PROJECT Ln =* REPORTING REQUIREMENTS JCBO I.-IELD INSPECTION MANliAUMTCr. SOJI. MANUAI , - REVIEW PREVIOUS REPORTS AND LISTS IF THERE IS NON CONFORMING WORK ATTI-IK END OK THE WORK DAY OR MISSING VITRS AND RI-TS KTC KILL OUT AND ATTACH A DEFICIENCY REPORT WHEN A DEFICIENCY YOURS OR A PREVIOUS INSPECTOR S IS CORRECTED SO NOTE ON THE ORIGINAL DEFICIENCY REPORT AND SUBMIT A COPY WITH YOUR WEEK S REPORTS MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO OR MATERIAL TEST REPORTS)"' CONTRACTORS EQUIPMENT /MANPOWER USED AREA GRID LINES PIECES OBSERVED • x-} t-/£--t?5 0,0 •^ STRUCTURAL NOTES DETAIL OR RFIS USED REMARKS INCLUDIHB MEETING fiar^O^Q>A^ (OA Q^.., I A REWORK AS PERCENT OF ALL WORK TODAY.PERCENT PROJECT COMPLETION. WEATHER OiOf "4JJ0 CA TEMPERATURE SAMPLES TAKEN TESTS REQUIRED <^\ SITE TIME START __^SITE TIME FINISH TRAVEL TIME VERIFIED BY I DO CERTIFY THAT I HAVE PERSONALLY OBSERVED ALU# THE,WORK LISTED ABOVE AND THAT THIS WORK COMPLIES WITH THE SOIL INVESTIGATION RECOMMENDATIONS AND / OR THE ABPRgWK PLANS, SPE^IFICATIONS^BD AP^tCABLE SECTION OF THE BUILDING CODE UNLESS OTHERWISE NOTED IN THE DEFICIENCY REPORT 7 <?< Date of Report ICBO Certification Number ' City / County Certification Number Rev 7/97 Corporate 2992 E La Palma AvSf Anaheim, CA 92806 Tel 714 632 2999 Fax 714 632 2974 San Diego/Imperial County Inland Ei 'A 7313 Carroll Road, Suite G 14320 Elswoi San Diego, CA 92121 Tel 858 537 3999 Fax 858 537 3990 Moreno Valley, CA 92553 Tel 951 653 4999 Fax 951 653 4666 Los Angeles/Ventura County Street, Ste C101 13010 Sari Fernando Rd, Unit 1 Sylmar,CA91342 Tel 8188338100 Fax 818 833 0085 FIELD REPORT TYPE OF WORK "BifimSPECTOH D TECHNICIAN AVAILABLE SOIL REPORT (Y) (N) APPROVED PLANS (Y) (N) SPECS (Y) (N) APPROVED SHOP DRAWING (Y) (N) ARCHITECT FOR ENGINEER 'Si' 'A/*REPORT NO PB OF/ CONTRACTOR PLAN FILE NO SUBCONTRACTOR REPORTING REQUIREMENTS ICBO FIELD INSPECTION MANUAL/MTGL SOIL MANUAL - REVIEW PREVIOUS IF THERE IS NON-CONFORMING WORK AT THE END OF THE WORK DAY, OR MISSING MTRS, AND RFIS, ETC , FILL OUT AND ATT/ WHEN A DEFICIENCY, YOURS OR A PREVIOUS INSPECTOR'S, IS CORRECTED SO NOTE ON THE ORIGINAL DEFICIENCY REPORT AND SUBMIT A COPY WITH YOUR WEEK'S REPORTS MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO OR MATERIAL TEST REPORTS) CONTRACTORS EQUIPMENT / MANPOWER USED AREA, GRID LINES PIECES OBSERVED L {? /A/CUc, ft ••)&& STRUCTURAL OR RFIS US - f~ ,t J 17 of ¥-& REMARKS REWORK AS PERCENT OF ALL WORK TODAY.PERCENT PROJECT COMPLETION. WEATHER TEMPERATURE r < SAMPLES TAKEN TESTS REQUIRED SITE TIME START. LUNCH PERIOD SITE TIME FINISH t— TRAVEL TIME VERIFIED BY AND / OB-fttFApPROVED PLANS, SPECULATIONS AND APPLICABLE SECTION OF THE BUILDING CODE, UNLESS OTHERWISE NOTED IN THE DEFICIENCY REPORT ' ' ;" ^5--''? ^^^g rfltf I t Date of Report ICBLT Certification Number Pnnt Name City / County Certification Number Rev 7/97 Corporate 2992 E La Raima Ave Ste A Anaheim, CA 92806 Tel 7146322999 Fax 7146322974 Dispatch 800 491 2990 San Diego/Imperial Coutuy 7313 Carroll Rd Ste G San Diego, CA92121 Tel 858 537 3999 Fax 8585373990 Dispatch 8888445060 Inland Empire 14467 Meridian Pkw.Bldg 2-A Riverside, CA 92508 Tel 951 653 4999 Fax 951 653 4666 Dispatch 800 491 2990 FIELD REPORT TYPE OF WORK 2!INSPECTOR O TECHNICIAN AVAILABLE SOIL REPORT (Y) (N) APPROVED PLAN^)(N) SPECS (Y) (N) APPROVED SHOP DRAWING@)|N) ARCHITECT FOR WEEK ENDIN PROJECT NO ~<4& <°ENGINEER REPORT NO 'PG / OF / CONTRACTOR PUN FILE NO PERMIT NO SUB CONTRACTOR PROJECT NAME INSPECTION ADDRESS AODRESS OF PROJECT. /A =LI RKPORTING REQUIREMENTS 1CBO FIELD INSPECTION MANUAL/MTGi. SOIL MANUAL - REV1RW PREVIOUS REPORTS AND LISTS IF- THERH IS NON-CONFORMING WORK AT THE END OF THE WORK DAY OR MISSING MTRS AND RFIS ETC HILL OUT AND ATTACH A DEFICIENCY REPORT WHEN A DEFICIENCY YOURS OR A PREVIOUS INSPECTOR S IS CORRECTED SO NOTE ON THE ORIGINAL DEFICIENCY REPORT AND SUBMIT A COPY WITH YOUR WEEK S REPORTS MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH KPORT NO OR MATERIAL TEST REPORTS) CONTRACTORS EQUIPMENT /MANPOWER USED AREA GRID LINES PIECES OBSERVED J STRUCTURAL NOTES DETAIL OR RFIgUSEp '•\&%~IX> •. A r~ REMARKS INCLUDING MEETINGS REWORK AS PERCENT OF ALL WORK TODAY.PERCENT PROJECT COMPLETION. WEATHER TEMPERATURE SAMPLES TAKEN TESTS REQUIRED SITE TIME START & ^_. 0 SITE TIME FINISH // &*-* iiiMrHPFRinn TRAVEL TIME .__.VERIFIED BY/ . S. I 00 CERTIFY THAT I HAVE PERSONALLY OBSERVED ALL OF THE WORK LISTED ABOVE AND THAT THIS WORK COMPLIES WITH THE SOIL INVESTIGATION RECOMMENDATIONS AND / OR THE APPROVED PLANS, SPECIFICATIONS AND APPLICABLE SECTION OF THE BUILDING CODE UNLESS OTHERWISE NOTED IN THE DEFICIENCY REPORT (a i 2-7 rcc Date of Report ICBO Certification Number Print Name City / County Certification Number Rev 7/97 Corporate 2992 E La Raima Ave Ste A Anaheim, CA 92806 Tel 7146322999 Fax 7146322974 Dispatch 800 491 2990 San Diego/Imperial County 7313 Carroll Rd Ste G San Diego, CA92121 Tel 8585373999 Fax 8585373990 Dispatch 888 844 5060 Inland Empire 14467 Meridian Pkw.Bldg 2-A Riverside. CA 92508 Tel 951 653 4999 Fax 951 653 4666 Dispatch 800 491 2990 FIELD REPORT TYPE OF WORK /TlNSPECTOR TECHNICIAN AVAILABLE SOIL REPORT (Y) (N) APPROVED PLANS (2HN) SPECS (Y) (N) APPROVED SHOP DRAWIN£>tf (N) ARCHITECT FOR WEEK ENDING PROJECT NO REPORT NO PG OF CONTRACTOR -TZ7. ./PLAN FILE NO PERMIT NO C7T SUB CONTRACTOR PROJECT NAME INSPECTION ADDRESS L/U C/3 ADDRESS OF PROJECT REPORTING REQUIREMENTS 1CBO FIF.I.D INSPF.CTION MAM'AUMTGi SOU. MANUAL - REVIEW PREVIOUS REPORTS AND LISTS 1FTHEREISNON CONFORMING WORK AT THE END OF THE WORK DAY OR MISSING MTRS AND RFIS FTC FILL OUT AND ATTACH A DEFICIENCY REPORT WHF.N A DEFICIENCY YOURS OR A PREVIOUS INSPECTOR S IS CORRECTED SO NOTE ON THE ORIGINAL DEFICIENCY REPORT AND SUBMIT A COPY WITH YOUR WEEK S REPORTS MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO OH MATERIAL TEST REPORTS) CONTRACTORS EQUIPMENT/ MANPOWER USED AT AREA GRID LINES PIECES OBSERVED t V STRUCTURAL NOTES DETAIL OR RFIS USED REMARKS IHCLUDIHG Mff77«CS REWORK AS PERCENT OF ALL WORK TODAY.PERCENT PROJECT COMPLETION. WEATHER TEMPERATURE SAMPLES TAKEN TESTS REQUIRED {/t'SZt*4 ' L, SITE TIME START .._^^_-'SITE TIME FINISH TRAVEL TIME VERIFIED BY /__ I DO CERTIFY THAT I HAVE PERSONALLY OBSERVED ALL OF THE WORK LISTED ABOVE AND THAT THIS WORK COMPLIES WITH THE SOIL INVESTIGATION RECOMMENDATIONS AND / OR THE APgROVED PLAN*, SPECIFICATIONS AND APPLICABLE SECTION OF THE BUILDING CODE UNLESS OTHERWISE NOTED IN THE DEFICIENCY REPORT Signature Date of Report ICBO Certification Number Print Name City / County Certification Number Rev 7/97 06-30-2007 12 21 TINfl KELSEY C951H6950825 PfiGEG '£. Corporate: 2992 E LaPalmaAve Sle, A Anaheim, CA 92806 Tel. 7146322999 Fax1 714 632 2974 Dispatch 800 491 2990 San Diego/Imperial County 7313 Carroll Rd Ste G San Diego, CA92121 Tel 8585373999 Fax 8585373990 Dispatch 8888445060 Inland Empire 14467 Meridian Pkw, Bldg. 2-A Riverside, CA 92508 Tel 951 653 4999 Fax 951653.4666 Dispatch 800 491 2990 FIELD REPORT TYPE 0* WORK /TlNSPECTQfi Q TECHNICIAN AROIITFCT ENGINtfcR AVAILABLE SOlLRbCOflTfVHN) APPROVED PLANS tf^N) SPFCS <Y)<N) APPROVED SHOP ORAWIN£*CTj (N) FOR WFFK rNTJING RtWRT NO CONTRACTOR PLAN Ftl F NO SUB ION1RACTOR PtRMII MO £&*rr- INSPECTION AOORFSS AOOBESS Or PROJECT KHtMfllNCiREOUlREMCNTS l( liOl IhLU INSPECTION MANOAL/Mldi SOIL MANUAL- RI'VI! W PKI VIOIJSKH'ORTS AND LISTS If Till HI IS NON-t ONJ-ORMlNf! WORK AT llll I NDOI III! WOUk DAY OK MISSINCi MfRS AND RFIS PIT Ml 1 <HJ I ANIJAI IAI 'HA DEFICIENCY REPORT wHrNAnrnoi NC Y YOUK&OR APRrvionsiNSPicTOR s ISCORRUTID SHNOTI ON i Hb DKJOINAL DFrinrw YRI PORI sunMiTAt ot-Y WIIH IOLIR WEFK MATERIALS UStD BrCONriWCTOR (INCLUDE RESEARCH DEP RONTBACTOTS EQUIPMENT / MANPOWER USED AREA. ORID LINES STRUCTURAL NOTES OETAM. OR RFIS USEti REWORK AS PERCPNT OF ALL WORK TODAY PERCENT PROJECT COMPLETION. WFATWR TFMPfRATURF '3? V* SITE TIME FIN ISH /'&<' G~O TRAVEL TIME I 00 CERTIFY THAT I HAVE PERSONALLY OBSERVED ALL OF THE WORK LISTED ABOVE AND THAT THIS WORK COMPLIES WITH TH£ SOIL INVESTIGATION RECOMMENDATIONS AND / OR THE APPROVED PLArjf, SgECIFJC/TJQJKS AND APPLICABLE SECTION OF THE BUILDING CODE UNLESS OTHERWISE NOTED IN THE DEFICIENCY REPORT t <2f? Signature Date of Report ICBO Cettrncatnn Number Pnm Name City / County Certification Number Rev 7/97 Corporate 2992 E La Raima Ave Ste A Anaheim, CA 92806 Tel 7146322999 Fax 7146322974 Dispatch 800 491 2990 San Diego/Imperial County 7313 Carroll Rd Ste G San Diego, CA92121 Tel 8585373999 Fax 858 537 3990 Dispatch 888 844 5060 FIELD REPORT Inland Empire 14467 Meridian Pkw, Bldg 2-A Riverside, CA 92508 Tel 951 653 4999 Fax 951 653 4666 Dispatch 800 491 2990 TYPE Of WORK ^I INSPECTOR O TECHNICIAN AVAILABLE SOk REPORT (Y) (N) APPROVED PLAN^YJjh) SPECS (Y) (N) APPROVED SHOP DRAWING (Y) (N) ARCHITECT 77/fegz^s FOR W6EK ENDING PROJECT NO ENGINEER REPORT NO PG / OF / CONTRACTOR PLAN FILE NO PERMIT NO SUB CONTRACTOR PROJECT NAME INSPECTION ADDRESS tt*A)££777/t ADDRESS OF PROJECT , CS] REPORTING REQUIREMENTS ICBO FIELD INSPECTION MANUAL/MTCn. SOIL MANUAL - REVIEW PREVIOUS REPORTS AND LISTS IF THERE IS NON CONFORMING WORK AT THE F.ND OF THE WORK DAY OR MISSING MTRS AND RF1S ETC FILL Ol'T AND ATTACH A DEFICIENCY REPORT WHEN A DEFICIENCY YOURS OR A PREVIOUS INSPECTOR S IS CORRECTED SO NOTE ON THE ORIGINAL DEFICIENCY REPORT AND SUBMIT A COPY WITH YOUR WEEK S REPORTS MATERIALS USED BY CONTACTOR (INCLUDE RESEARCH REPORT NO OR MATERIAL TfST REPORTS) I CONTRACTORS EQUIPMENT / MANPOWER USED - 2, AREA GRID LINES PIECES OBSERVED /) - n STRUCTURALJQTES DETAIL OR RFIS USED \ JE &] S" REMARKS IHCLLUmyS £> MEETINGS .212./"'Cox REWORK AS PERCENT OF ALL WORK TODAY.PERCENT PROJECT COMPLETION. WEATHER TEMPERATURE ~] 7^" l SAMPLES TAKEN TESTS REOUIHFD SITE TIME START G7O& _SITE TIME FINISH TRAVEL TIME t £13 & ^_VERIFIEDfBY I DO CERTIFY THAT I HAVE PERSONALLY OBSERVED ALL OF THE WORK LISTED ABOVE AND THAT THIS WORK COMPLIES WITH THE SOIL INVESTIGATION RECOMMENDATIONS AND / OR THEAPPROVD PLANS, SPECIFJ^ATONS AND APPLICABLE SECTION OF THE BUILDING CODE UNLESS OTHERWISE NOTED IN THE DEFICIENCY REPORT if Date of Report ICBO Certification Number Print Name City / County Certification Number Rev 7/97 Corporate 2992 E La Raima Ave Ste A Anaheim, CA 92806 Tel 7146322999 Fax 7146322974 Dispatch 800 491 2990 San Diego/Imperial County 7313 Carroll Rd Ste G San Diego, CA 92121 Tel 8585373999 Fax 858 537 3990 Dispatch 8888445060 Inland Empire 14467 Meridian Pkw.Bldg 2-A Riverside, CA 92518 Tel 951 653 4999 Fax 951 653 4666 Dispatch 800 491 2990 FIELD REPORT TYPE OF WORK $ INSPECTOR G TECHNICIAN AVAILABLE SOIL REPORT (Y) (N) APPROVED PLAN3(N) SPECS APPROVED SHOP DRAWING (Y) (N) REPORTING REQUIREMENTS ICBO FIELD INSPECTION" MANL'AL/MTCi. SOIL MANUAL - REVIEW PREVIOUS REPORTS AND LISTS IH THHRH. IS NON CONFORMING WORK AT THE END OF THE WORK DAY OR MISSING MTRS AND RFIS ETC HI 1.1. OUT AND ATTACH A DEFICIENCY REPORT WHEN A DEFICIENCY YOURS OR A PREVIOUS INSPECTOR S IS CORRECTED SO NOTE ON THI- ORIGINAL DHRCIHNCY REPORT AND SUBMIT A COPY WITH YOUR WEEK S REPORTS MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO OR MATERIAL TEST REPORTS)" CONTRACTORS EQUIPMENT/ MANPOWER USED AREA GRID LINES PIECES OBSERVED 3 STRUCTURAL NOTES DETAIL OR RFIS USED REWORK AS PERCENT 9F ALL WORK TODAY.PERCENT PROJECT COMPLETION!CTCC //OWEATHER TEMPERATURE SAMPLES TAKEN TESTS REQUIRED SITE TIME START LUNCH PERIOD _ SITE TIME FINISH _./ TRAVEL TIME VERIFIED I DO CERTIFY THAT I HAVE PERSONALLY OBSERVED ALL OF THE WORK LISTED ABOVE AND THAT THIS WORK COMPLIES WITH THE SOIL INVESTIGATION RECOMMENDATIONS AND / OR TH£Aeg&gJ?ED PLANS, SPJCJ#C£fgjNS AND APPLICABLE SECTION OF THE BUILDING CODE UNLESS OTHERWISE NOTED IN THE DEFICIENCY REPORT Date of Report ICBO Certification Number Print Name /City / County Certification Number Rev 7/97 Corporate 2992 E La Raima Ave Ste A Anaheim, CA 92806 Tel 7146322999 Fax 7146322974 Dispatch 800 491 2990 San Diego/Imperial Coumy 7313 Carroll Rd Ste G San Diego, CA92121 Tel 8585373999 Fax 858 537 3990 Dispatch 888 844 5060 FIELD REPORT Inland Empire 14467 Meridian Pkw.Bldg 2-A Riverside, CA 92508 Tel 951 653 4999 Fax 951 653 4666 Dispatch 800 491 2990 TYPE OF WORK £) INSPECTOR D TECHNICIAN AVAILABLE SOIL REPORT (Y) (N) APPROVED PLAN^YJ (N) SPECS^j (N) APPROVED SHOP DRAWIN((N) ARCHITECT FOR WEEK ENDI PROJECT NO ENGINEER REPORT NO PG OF CONTRACTOR - PLAN FILE NO PERMIT NO (LA SUB CONTRACTOR PROJECT NAME INSPECTION ADDRESS ADDRESS OF PROJECT REPORTING REQUIREMENTS ICBO FIELD INSPECTION MANUAIVMTGi. SOIL MANUAL - REVIEW PREVIOUS REPORTS AND LISTS IK 11 IERE IS NON CONFORMING WORK AT THE END OF THE WORK DAY OR MISSING MTRS AND RF1S ETC FILL OUT AND ATTACH A DEFICIENCY REPORT WHEN A DEFICIENCY YOURS OR A PREVIOUS INSPECTOR S IS CORRECTED SO NOTE ON THE ORIGINAL DEFICIENCY REPORT AND SUBMIT A COPY WITH YOUR WEEK S REPORTS MATERIALS USED BY CONTRACTOR(INCLUDE RESEARCH REPORT NO OR MATERIAL TEST REPORTS)IATERIAL TEST REPORTS) / CONTRACTORS EQUIPMENT /MANPOWER USED AREA GRID LINES PIECES OBSERVED R.•«&• /A -ASTRUCTURAL NOTES DETAIL OR RFIS USED REMARKS INCLUDING MEETINGS REWORK AS PERCENT OF ALL WORK TODAY.PERCENT PROJECT COMPLETION. WEATHER C TEMPERATURE SAMPLES TAKEN TESTS REQUIRED SITE TIME START _ LUNCH PERIOD -X~ SITE TIME FINISH H^^L .... TRAVEL TIME p?.._VERIFIED BY I DO CERTIFY THAT I HAVE PERSONALLY OBSERVED ALL OF THE WORK LISTED ABOVE AND THAT THIS WORK COMPLIES WITH THE SOIL INVESTIGATION RECOMMENDATIONS AND / OR THE APPROVED PLANS, SPECUATIONS AND APPLICABLE SECTION OF THE BUILDING CODE UNLESS OTHERWISE NOTED IN THE DEFICIENCY REPORT /Js. Date of Report ICBO Certification Number Print Name City / County Certification Number Rev 7/97 Corporate 2992 E La Raima Ave Ste A Anaheim, CA 92806 Tel 7146322999 Fax 7146322974 Dispatch 800 491 2990 San Diego/Imperial County 7313 Carroll Rd Ste G San Diego, CA 92121 Tel 858 537 3999 Fax 858 537 3990 Dispatch 888 844 5060 Inland Empire 14467 Meridian Pkw.Bldg 2-A Riverside, CA 92508 Tel 951 653 4999 Fax 951 653 4666 Dispatch 800 491 2990 FIELD REPORT TYPE OF WORK I SPECTOR D TECHNICIAN1 AVAILABLE APPROVED PLANS SOIL REPORT (Y) (N)SPECS (Y)(N) APPROVED SHOP DRAWIN<5) (N) ARCHITECT FOR WEEKENDING PROJECT NO ENGINEER REPORT NO PG / OF / CONTRACTOR / ' O PLAN FILE NO PERMIT NO SUB CONTRACTOR0-2)'2.PROJECT NAME INSPECTION ADDR /, ADDRESS OF PROJECT REPORTING REQUIREMENTS ICBO FIELD INSPF.CTION MANUAL/MTGi. SOIL MANUAL - REVIEW PREVIOUS REPORTS AND LISTS II-' THh'RI: IS NON-CONFORMINC; WORK AT THF END OF THE WORK DAY OR MISSING MTRS AND RFIS FTC' FILL. OUT AND ATTACH A DEFICIENCY RRPORTWHEN A DEFICIENCY YOURS OR A PREVIOUS INSPECTOR s is CORRECTED so NOTE ON THE: ORIGINAL DEFICIENCY REPORT AND SUBMIT A COPY WITH YOUR WEEK S REPORTS MATMIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO OR MATERIAL TEST .REPORTS) CONTRACTORS EQUIPMENT / MANPOWER USED AREA GRID LINES PIECES OBSERVED o-U + V&^fttsfte^ J<A /' STRUCTURAL NOTES DTTA41 OR RFISUSED REMARKS INCLUDIHG MEETINGS REWORK AS PERCENT OF ALL WORK TODAV.PERCENT PROJECT COMPLETION. WEATHER TEMPERATURE SAMPLES TAKEN TESTS REQUIRED SITE TIME START __ LUNCH PERIOD SL SITE TIME FINISH / ^ U ° TRAVEL TIME 0 VERIFIED BY I DO CERTIFY THAT I HAVE PERSONALLY OBSE^IED ALL OF THE WORK LISTED ABOVE AND THAT THIS WORK COMPLIES WITH THE SOIL INVESTIGATION RECOMMENDATIONS AND / OR THE APPROVED PLANS, SPECIFIC/tflpfe AND APPLICABLE SECTION OF THE BUILDING CODE UNLESS OTHERWISE NOTED IN THE DEFICIENCY REPORT Signature Date of Report ICBO Certification Number Print Name City / County Certification Number Rev 7/97 Corporate 2992 E La Raima Ave Ste A Anaheim, CA 92806 Tel 7146322999 Fax 7146322974 Dispatch 800 491 2990 San Diego/Imperial County 7313 Carroll Rd Ste G San Diego, CA92121 Tel 8585373999 Fax 8585373990 Dispatch 8888445060 Inland Empire 14467 Meridian Pkw.Blclg 2-A Riverside, CA 92508 Tel 951 653 4999 Fax 951 653 4666 Dispatch 800 491 2990 FIELD REPORT TYPE Of WORK D INSPECTOR G TECHNICIAN AVAILABLE SOIL REPORT (Y) (N) APPROVED PLANS (Y) (N) SPECS (Y)(N) APPROVED SHOP DRAWING (Y) [N) ARCHITECT FOR WEEK ENDING PROJECT NO REPORT NO PG OF CONTRACTOR PLAN FILE NO SUB CONTRACTOR INSPECTION ADDRESS ADDRESS OF PROJECT RETORTING REQUIREMENTS ICBO HELD INSPECTION MANi: AL/MTGi SOIL MANUAL - REVIEW PRF.VIOUS REPORTS AND LISTS IF THERE IS NON-CONFORMING WORK AT THE END OF THE WORK DAY OR MISSING MTRS AND RFIS FTC FILL OUT AND ATTACH A DEFICIENCY REPORT WHEN A DEFICIENCY YOURS OR A PREVIOUS INSPECTOR S IS CORRECTED SO NOTE ON THE ORIGINAL DEFICIENCY REPORT AND SUBMIT A COPY WITH YOUR WEEK S REPORTS MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO OR MATERIAL TEST REPORTS) CONTRACTORS EQUIPMENT/ MANPOWER USED AREA GRIDLINFS PIECES OBSERVED oc. STRUCTURAL NOTES DETAIL OR RFIS USED REMARKS INCLUDING MEETINGS > _~. >5 p OS sec* fCtz Soo/ REWORK AS PERCENT OF ALL WORK TODAY.PERCENT PROJECT COMPLETION. WEATHER -EMPERATURE SAMPLES TAKEN TESTS REQUIRED SITE TIME START LUNCH PERIOD _ SITE TIME FINISH TRAVEL TIME VERIFIED I DO AN JHAT I HAVE PERSONALLY OBSERVED ALL OF THE WORK LISTED ABOVE AND THAT THIS WORK COMPLIES WITH THE SOIL INVESTIGATION RECOMMENDATIONS APPROVED PLANS, SPECjf ICATIONS AND APPLICABLE SECTION OF THE BUILDING CODE UNLESS OTHERWISE NOTED IN THE DEFICIENCY REPORT Signature OS / 07 Dale of Report ICBO Certification Numl Print Name City / County Certification Number Rev 7/97 Corporate 2992 E La Raima Ave Ste A Anaheim, CA 92806 Tel 7146322999 Fax 7146322974 Dispatch 800 491 2990 San Diego/Imperial County 7313 Carroll Rd Ste G San Diego, CA92121 Tel 8585373999 Fax 858 537 3990 Dispatch 8888445060 Inland Empire 14467 Meridian Pkw.Bldg 2-A Riverside, CA 92508 Tel 951 653 4999 Fax 951 653 4666 Dispatch 800 491 2990 FIELD REPORT TYPE OF WORK A^JSSPECTOR Q TECHNICIAN AVAILABLE SOIL REPORT (Y) (N) APPROVED PLANS (Y) (N) SPECS (Y) (N) APPROVED SHOP DRAWING (Y) (N) FOR WEEK ENDING PROJECT REPORT NO PG OF PLAN FILE NO PERMIT NO SUB CONTRACTOR :^P,PROJECT NAME INSPECTION ADDRESS ADDRESS OF PROJECT REPORTING REQUIREMENTS ICBO FIELD INSPECTION MANUAL/MTGi. SOIL MANUAL - REVIEW PREVIOUS REPORTS AND LISTS IK THERE IS NON CONEORMLNG WORK AT THE END OFTHK WORK DAY OR MISSING MTRS AND RFIS ETC FILL OUT AND ATTACH A DEFICIENCY REPORT WHEN A DEFICIENCY YOURS OR A PREVIOUS INSPECTOR S IS CORRECTED SO NOTE ON THE ORIGINAL DEFICIENCY REPORT AND SUBMIT A COPY WITH YOUR WEEK S REPORTS MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO OR MATERIAL TEST REPORTS) CONTRACTORS EQUIPMENT /MANPOWER USED AREA GRID LINES PIECES OBSERVED STRUCTURAL NOTES DETAIL OR RFIS USEt REMARKS IHCLUDIHB MffTWCS ,// «~1* 2 AS PERCENT OF ALL WORK TODAY.PERCENT PROJECT COMPLETION. WEATHER TEMPERATURE SAMPLES TAKEN TESTS REQUIRED SITE TIME START _ 7LL. PERIOD _ SITE TIME FINISH /%l *? & TRAVEL TIME D0p6ftft« THAT 1 HAVE PERSONALLY OBSERVED ALL OF THE WORK LISTED ABOVE AND THAT THIS WORK COPIES WITH THE SOIL INVESTIGATION RECOMMENDATIONS APPROVED PLANS, SPE£tftCS?IONS AND APPLICABLE SECTION OF THE BUILDING CODE UNLESS OTHERWISE NOTED IN THE DEFICIENCY REPORT G Signature Date of Report ICBO Certification Number Print Name City / County Certification Number Rev 7/97 Corporate 2992 E La Raima Ave Ste A Anaheim, CA 92806 Tel 7146322999 Fax 7146322974 Dispatch 800 491 2990 San Diego/Imperial County 7313 Carroll Rd Ste G San Diego, CA92121 Tel 858 537 3999 Fax 8585373990 Dispatch 8888445060 Inland Empire 14467 Meridian Pkw.Bldg 2-A Riverside, CA 92508 Tel 951 653 4999 Fax 951 653 4666 Dispatch 800 491 2990 FIELD REPORT TYPE OF WORK ^iflSPECTOP.D TECHNICIAN AVAILABLE SOIL REPORT (V) (N) APPROVED PLANS (V) (N) SPECS (Y) (N) APPROVED SHOP DRAWING (Y) (N) ARCHITECT FOR WEEK ENDING PROJECT NO REPORT NO PG OF PLAN FILE NO PERMIT SUB CONTRACTOR&&_JJECT NAME t/6/?Ts/cdt-vA&Y INSPECTION ADDRESS ADDRESS OF PROJECT REPORTING REQUIREMENTS ICBO FIELD 1NSPHC.TION MANUAL/MTGL SOIL MANUAL - REVIEW PREVIOUS REPORTS AND LISTS IF THERE IS NON-CONFORMING WORK AT Tl IE END OF THE WORK DAY OR MISSING MTRS AND RF1S ETC FILL OUT AND ATTACH A DEFICIENCY REPORT WHEN A DEFICIENCY- YOURS OR A PREVIOUS INSPECTOR S IS CORRECTED SO NOTH ON THE ORIGINAL DEFICIENCY REPORT AND SUBMIT A COPY WITH YOUR WEEK S REPORTS MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO OR MATERIAL TEST REPORTS) 2-G CONTRACTORS EQUIPMENT /MANPOWER USED AREA GRID LINES PIECES OBSERVED kJL ' /=/r (9 i STRUCTURAL NOTES DETA.L OR "«"*>&&**«£ REMARKS WClUOWOMffTJWCS REWORK AS PERCENT OF ALL WORK TODAY.PERCENT PROJECT COMPLETION. WEATHER TEMPERATURE SAMPLES TAKEN TESTS REQUIRED SITE TIME START LUNCH PERIOD . SITE TIME FINISH TRAVEL TIME - f & ~ VERIFIED BY I DO THAT I HAVE PERSONALLY OBSERVED ALL OF THE WORK LISTED ABOVE AND THAT THIS WORK COMPLIES WITH THE SOIL INVESTIGATION RECOMMENDATIONS E APPROVED PLANS, SPECIFICATIONS AND APPLICABLE SECTION OF THE BUILDING CODE, UNLESS OTHERWISE NOTED IN THE DEFICIENCY REPORT 07 Signature Date of Report ICBO Certification Number Print Name City / County Certification Number Rev 7/97 Corporate 2992 E La Raima Ave Ste A Anaheim, CA 92806 Tel 7146322999 Fax 7146322974 Dispatch 800 491 2990 San Diego/Imperial County 7313 Carroll Rd Ste G San Diego, CA92121 Tel 858 537 3999 Fax 858 537 3990 Dispatch 888 844 5060 Inland Empire 14467 Meridian Pkw.Bldg 2-A Riverside, CA 92508 Tel 951 653 4999 Fax 951 653 4666 Dispatch 800 491 2990 FIELD REPORT TYPE OF WORK ^INSPECTOR G TECHNICIAN ARCHITECT AVAILABLE SOIL REPORT (Y) (N) APPROVED PLANS/V?)N) SPECS (Y)(N) APPROVED SHOP DRAWING (Y) (N) FOR WEEKENDING fc PROJECT NO ENGINEER REPORT NO PG OF CONTRACTOR PLAN FILE NO PERMIT NO SUB CONTRACTOR PROJECT NAME REPORTING REQUIREMENTS 1CBO HELD INSPECTION MANUAL/MTGi. SOIL MANUAL - REVIEW PREVIOUS REPORTS AND LISTS IE THERE IS NON-CONFORMING WORK AT THE END OF Tl IE WORK DAY OR MISSING MTRS AND RFIS ETC FILL OUT AND A1TACII A DEFICIENCY REPORT WHEN A DEFICIENCY YOURS OR A PREVIOUS INSPECTOR S IS CORRECTED SO NOTF.ON THE ORIGINAL DEFICIENCY REPORT AND SUBMIT A COPY WITH YOUR WEEK S REPORTS MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT Ht OR MATERIAL TEST REPORTS) CONTRACTORS EQUIPMENT / MANPOWER USED AREA GRID LINES PIECES OBSERVED /). V/ &<->,££. sVUT~ STRUCTURAL NOTES DETAIL OB RFIS USED REMARKS INCLUDING MEETINGS REWORK AS PERCENT OF ALL WORK TODAY.PERCENT PROJECT COMPLETION. WEATHER SITE TIME START _././ .*~LSz... . LUNCH PERIOD tfL TRAVEL TIME ._. I DO CERTIFY THAT I HAVE PERSONALLY OBSERVED ALL OF THE WORK LISTED ABOVE AND THAT THIS WORK COMPLIES WITH THE SOIL INVESTIGATION RECOMMENDATIONS AND / OR THE APPROVED PLANS, SPECIFICATIONS AND APPLICABLE SECTION OF THE BUILDING CODE, UNLESS OTHERWISE NOTED IN THE DEFICIENCY REPORT 7 Date of Report ICBO Certification Number Print Name City / County Certification Number Rev 7/97 Corporate 2992 E La Palma Ave Ste A Anaheim, CA 92806 Tel 7146322999 Fax 7146322974 Dispatch 800 491 2990 San Diego/Imperial County 7313 Carroll Rd Ste G San Diego, CA 92121 Tel 8585373999 Fax 8585373990 Dispatch 8888445060 Inland Empire 14467 Meridian Pkw.Bldg 2-A Riverside, CA 92508 Tel 951 653 4999 Fax 951 653 4666 Dispatch 800 491 2990 FIELD REPORT TYPE OF WORK INSPECTOR d TECHNICIAN c- AVAILABLE SOIL REPORT (Y) (N) APPROVED PLANS^Y)}N) SPECS (Y) (N) APPROVED SHOP DRAWING^XN) ARCHITECT FOR WEEK ENDI o 7 REPORT NO PG PROJECT NO / OF CONTRACTOR PLAN FILE NO PERMIT NO SUB CONWACTOR PROJECT NAME INSPECTION ADDRKS ADDRESS OF PROJECT REPORTING REQUIREMENTS ICBO FIELD INSPECTION MANUAIYMTCn. SOIL MANUAL - REVIEW PREVIOUS REPORTS AND LISTS IF THERE IS NON-CONFORMING WORK AT THE END 01- THE WORK DAY OR MISSING MTRS AND RF1S ETC HILL OUT AND ATTACH A DEFICIENCY REPORT WHEN A DEFICIENCY YOURS OR A PREVIOUS INSPECTOR S IS CORRECTED SO NOTE ON THE ORIGINA1 . DEFICIENCY REPORT AND SUBMIT A COPY WITH YOUR WEEK S REPORTS MATERIALS USED BY CONT c TOR (INCLUDE RESEARCH REPORT NOyOR MATERIAL TES/REPORTS) > beuJtrlz/t j>L*f* • CONTRACTORS EQUIPMENT MANPOWER USED -2. AREA GRID LINES PIECES OBSERVED fb REWORK AS PERCENT OF ALL WORK TODAY.PERCENT PROJECT COMPLETION. WEATHER TEMPERATURE SAMPLES TAKEN TESTS REQUIRED SITE TIME START y~s SITE TIME FINISH ' /Q ^ TRAVEL TIME VERIFIED B' I 00 CERTIFY THAT I HAVE PERSONALLY OBSERVED ALL OF THE WORK LISTED ABOVE AND THAT THIS WORK COMPLIES WITH THE SOIL INVESTIGATION RECOMMENDATIONS AND / OR THE APPROVED PLANS SPECIFICATIONS AND APPLICABLE SECTION OF THE BUILDING CODE UNLESS OTHERWISE NOTED IN THE DEFICIENCY REPORT I .Signature ice fcgyyfo/ /fe Date of Report ICBO Certification Nunfber Print Name City / County Certification Number Rev 7/97 Corporate 2992 E La Raima Ave Ste A Anaheim, CA 92806 Tel 7146322999 Fax 7146322974 Dispatch 800 491 2990 San Diego/Imperial Courny 7313 Carroll Rd Ste G San Diego, CA 92121 Tel 858 537 3999 Fax 858 537 3990 Dispatch 888 844 5060 Inland Empire 14467 Meridian Pkw.Bldg 2-A Riverside, CA 92508 Tel 951 653 4999 Fax 951 653 4666 Dispatch 800 491 2990 FIELD REPORT TYPE OF WORK G TECHNICIAN AVAILABLE SOIL REPORT (Y) (N) APPROVED PLANS^))(N) SPECS (Y)(N) APPROVED SHOP DRAWING^) (N) FOR WEEK ENDIN PROJECT NO REPORT NO PG OF CONTRACTOR PLAN FILE NO PERMIT NO SUB CONTRACTOR PROJECT NAME S) INSPECTION ADDBESS /330 ADDRESS OF PROJKT REPORTING REQUIREMENTS ICBO FIELD INSPECTION MANUAL/MTGi SOU. MANUAL - REVIEW PREVIOUS REPORTS AND LISTS IF THERE IS NON CONFORMING WORK AT THE END OF THE WORK DAY OR MISSING MTRS AND REIS ETC FILL OUT AND ATTACH A DEFICIENCY REPORT WHEN A DEFICIENCY YOURS OR A PREVIOUS INSPECTOR S IS CORRECTED SO NOTE ON THE ORIGINAL DEFICIENCY REPORT AND SUBMIT A COPY WITH YOUR WEEK S REPORTS MATERIALS USED BY CONTRACTOR (INCLUDE^ESEARCH REPORT NO OR MATERIAL tEST REPORTS) **4:TORS Eoi/ipMCONTRACTORS EQUIPMENT /MANPOWER USED REWORK AS PERCENT OF ALL WORK TODAY.PERCENT PROJECT COMPLETION. TEMPERATURE -J£-Q i^ SAMPLES TAKEN TESTS REQUIRED SITE TIME START LUNCH PERIOD . SITE TIME FINISH TRAVEL TIME ^ <—> —•> — -&- VERIFIED BY _; I DO CERTIFY THAT I HAVE PERSONALLY OB£€RVED ALL OF THE WORK LISTED ABOVE AND THAT THIS WORK COMPLIES WITH THE SOIL INVESTIGATION RECOMMENDATIONS AND / OR THE APPROVED PLANS SPECULATIONS AND APPLICABLE SECTION OF THE BUILDING CODE UNLESS OTHERWISE NOTED IN THE DEFICIENCY REPORT Ll 15 Date of Report ICBO Certification Number Print Name City / County Certification Number Rev 7/97 Corporate 2992 E La Pal ma Ave Ste A Anaheim, CA 92806 Tel 7146322999 Fax 7146322974 Dispatch 800 491 2990 San Diego/Imperial County 7313 Carroll Rd Ste G San Diego, CA 92121 Tel 8585373999 Fax 858 537 3990 Dispatch 888 844 5060 Inland Empire 14467 Meridian Pkw.Bldg 2-A Riverside, CA 92508 Tel 951 653 4999 Fax 951 653 4666 Dispatch 800 491 2990 FIELD REPORT TYPE OF WORK JJjTNSPECTOR D TECHNICIAN AVAILABLE SOIL REPORT (Y) (N) APPROVED PLAN^TIJ (N) SPECS (Y)(N) APPROVED SHOP DRAWIN ) (N) ARCHITECT FOR WEEK ENDING 7 PROJECT NO REPORT NO PG t °F f CONTRACTOR PLAN FILE NO PERMIT NO SUB CONTRACTOR PROJECT NAME M..— Cf&ss&Z/ C4£?x&rZ- INSPECTION ADDRESS ADDRESS OF PROJECT . 64. REPORTING REQUIREMENTS ICBO FIELD INSPECTION MAKUAI./MTGt SOIL MANUAL - REVIEW PREVIOUS REPORTS AND LISTS IF THERE IS NON-CONFORMING WORK AT THE END OF THE WORK. DAY OR MISSING MTRS AND RFIS ETC FILL OUT AND ATTACH A DEFICIENCY REPORT WHEN A DEFICIENCY YOURS OR A PREVIOUS INSPECTOR S IS CORRECTED SO NOTE ON Tl IE ORIGINAL DEFICIENCY REPORT AND SUBMIT A COPY WITH YOUR WEEK S REPORTS MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO OR MATERIAL TEST REPORTS)ACTOR (INCLUDE RESEA / «&X -T^/yf CONTRACTORS EQUIPMENT / MANPOWER USED W AREA GRID LINES PIECES OBSERVED , I TfjUCTURAL NOTES DETAIL OR RFIS USED REMARKS ma/DIHa /HCBflNGS I . I ' REWORK AS PERCENT OF ALL WORK TODAY.PERCENT PROJECT COMPLETION. WEATHER C TEMPERATURF SAMPLES TAKEN TESTS REQUIRED SITE TIME START . ¥ 'r^. . LUNCH PERIOD SITE TIME FINISH __ TRAVEL TIME VERIFIED BY I DO CERTIFY THAT I HAVE PERSONALLY OBSEWBD ALL OF THE WORK LISTED ABOVE AND THAT THIS WORK COMPLIES WITH THE SOIL INVESTIGATION RECOMMENDATIONS AND / OR THE APPROVED PLANS, SPECIFICXrWs AND APPLICABLE SECTION OF THE BUILDING CODE UNLESS OTHERWISE NOTED IN THE DEFICIENCY REPORT jc^iL^ Signature ff Date of Report ICBO Certification Number $b 5"«/3 Print Name City / County Certification Number Rev 7/97 Corporate 2992 E La Raima Ave Ste A Anaheim, CA 92806 Tel 7146322999 Fax 7146322974 Dispatch 800 491 2990 San Diego/Imperial County 7313 Carroll Rd Ste G San Diego, CA 92121 Tel 8585373999 Fax 858 537 3990 Dispatch 888 844 5060 Inland Empire 14467 Meridian Pkw.Bldg 2-A Riverside, CA 92508 Tel 951 653 4999 Fax 951 653 4666 Dispatch 800 491 2990 FIELD REPORT TYPE OF WORK ^I ^TECHNICIAN AVAILABLE SOIL REPORT (Y) (N) APPROVED PLANS (?i}N) SPECS (Y) (N) APPROVED SHOP DRAWING (V) (N) ARCHITECT FOR WEEK ENDINDING ; [ 2-CC PROJECT NO REPORT NO PG OF CONTRACTOR <"PUN FILE NO I PERMIT NO SUB COTRACTOR PROJECT NAMEE/; INSPECTION ADDRESS K> ADDRESS OF PROJECT EPORT1NG REQUIRKMKNTS 1C BO FIELD INSPECTION MANUAL/MTGL SOU.. MANUAL - RHVIEW PRHVIOUS RHPORTS AND LISTS IF THERK IS NO.N CONFORMING WORK AT THK END OF THE WORK DAY OR MISSING MTRS AND RFIS ETC TILL OUT AND ATTACH A DEFICIENCY REPORT WHEN A DEFICIENCY YOURS OR A PREVIOUS INSPECTOR S IS CORRECTED SO NOTE ON THE ORIGINAL DEFICIENCY REPORT AND SUBMIT A COPY WITH YOUR WEEK S REPORTS MATERIALS IJ^ED BY CONTRACTOR (INCLUD^ RESEARCH REPORTED OR MATERIAL TEST REPORTS) CONTRACTORS EQUIPMENT/MANPOWER USED rt AREA GRID LINES PIECES OBSERVED J . V/**AU.~3o,±r V J-s*Ji=5. I/) STRUCTURAL NOTES DETAIL OR RFIS 1«ED REWORK AS PERCENT OF ALL WORK TODAY.PERCENT PROJECT COMPLETION. WEATHER 'EMPERATIWE (^ G i> SAMPLES TAKEN //- - '-^~ TESTS REQUIRED \/J-<,<. 4<-/ SITE TIME START C^_/^^_..__SITE TIME FINISH TRAVEL TIMF VERIFIED BY I DO CERTIFY THAT I HAVE PERSONALLY OBSERVED ALL OF THE WORK LISTED ABOVE AND THAT THIS WORK COMPLIES WITH THE SOIL INVESTIGATION RECOMMENDATIONS WO /OR THE ^PPROXVED PLANS, SPECIJtCAT/ONS AND APPLICABLE SECTION OF THE BUILDING CODE UNLESS OTHERWISE NOTED IN THE DEFICIENCY REPORT Date of Report Tnnt Name ICBO Certification Number /or £&&. City / County Certification Number Rev 7/97 Corporate 2992 E La Raima Ave , Anaheim, CA 92806 Tel 7146322999 Fax 7146322974 Ste A San Diego/Imperial County 7313 Carroll Road, Suite G San Diego, CA 92121 Tel 858 537 3999 Fax 858 537 3990 Inland Empi, 14320 Elsworth Street, Ste C101 Moreno Valley, CA 92553 Tel 951 653 4999 Fax 951 653 4666 FIELD REPORT TYPE OF WORK IfTlNSPECTOR D TECHNICIAN AVAILABLE &?O<W ^'ViJCjlO**'" APPROVED? ARCHITECT^ r\D/^\ ILLATP f* ~TC FOR WEEK E-TtMfA^ -nrkJti I'(^L> OL? . ™™*Qfgfrl Q0l\jg£/ffft/\Jj£ REPORTNO CONTRACTOR PLAN FILE NC V. \?5 . p£/MCj£- SUB CONTRACTOR jD'l/~^JlpUp f\ O")A 1 ("OT/-^7 J PROJECT NA ^'{-sj[/if^-ls^i/l v ^ /^Cxt- VirwT1 INSPECTION ADDRESS ADDRESS OF [Sc?*-' vpQv\ *Sc-4-V »d L>^\ SOIL REPORT (Y) (N) SPECS (Y) (N) LANS (*rrff) APPROVED SHOP DRAWING (Y) (N) WING PROJECT NO 1 La - O1 (t?(j>i-<4&~Q(j PG OF ) PERMIT NO C^Oto -fit? WE PROJECT * REPORTING REQUIREMENTS ICBO FIELD INSPECTION MANUAL/MTGi. SOIL MANUAL REVIEW PREVIOUS REPORTS AND LISTS IF THERE IS NON CONFORMING WORK AT THE END OF THE WORK DAY Ok M1SS1NO MTRS AND RI'TS ETC FILL OUT AND ATTACH A DEFICIENCY REPORT- WHEN A DEFICIENCY YOURS OR A PREVIOUS INSPECTOR S IS CORRECTED SO NOTE ON THE ORIGINAL DEFICIENCY REPORT" AND SUBMIT A COPY WITH YOUR WEEK S REPORTS MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NC OR MATERIAL TEST REPORTS! £^^\ " ^././lAScxx S»£-r 2^1 ^^^ 7rv.*_¥-*x^> 0*1 /^ 8 CONTRACTORS EQUIPMENT/ MANPOWER USED AREA GRID LINES PIECES OBSERVED ^^xA>£t J? 'rtiV JiLPvh) 6/M Gf^^o-r TC> \N*Ci'v\ (L,^r °\d w pnx;€^Ji' SA*C -ficfj F-o-c_ ,br/d^ Auu/^d^-f- STRUCTURAL NOTES DETAIL OR RFIS USED r REMARKS INCLUDIHG MEETINGS . c'iWi^'i €jPDv'v.( •A«KJkl>uiii'"II " I Tb t"C^ Ki^-Ovc^rvc, fsvfJfcA^ "T-^f^'^'nc^ xlA^iQvi , fViA b£^r» M $-&"' v/<-Asf 8 f*'/ \Ajflf\C -v" NVV-r £^n^C>^. A<X_^vP"rCii REWORK AS PERCENT OF ALL WORK TODAY. PERCENT PROJECT COMPLETION. WEATHER 'CWfc-V' C-*°Jf^"'~ SAMPLES TAKEN TEMPERATURE TESTS REQUIRED 7O V(lS/!0*<_- SITE TIME START Jjg^Q? . SITE TIME FINISH /HM . MINCHPFRIOn TRAVFl TIMF 1 DO CERTIFYJHATJ_HAVE_PERSONALL^OBSERVED ALL OF THE WORK LISTED ABOVE AND THAT TH AND / OR THE APPROVEoTDWrSf^PJtllElCATIONS-ANaAPPLICABLE SECTION OF THE BUILDING CC -^^ S^7VFRIFIFH RY /^V - ~/^— ^-t_^- IS WORK COMPLIES WITH THE SOIL INVESTIGATION RECOMMENDATIONS DE UNLESS OTHERWISE NOTED IN THE DEFICIENCY REPORT ~3KHWtuw— " " Date of Report ICBO Certification Number Print Name City / County Certification Number Rev 7/97 Cor pc rats 2992 =. (.3. Raima .=.•/.; Z Anaheim CA 9280G Tel 714 (="P "qqq Fix 714 632 297A Dsparcn 2-CC 4£ i 2990 Son Diego/Imperial Ccui(y ^ 7C13 Caroil ?U St<3 <1 Sar O^egc CA 3212' Te1 853 537 39S9 Fd/ -355 ,073950 Uispstcn 3S3S^5C60 FIELD REPORT inianii Empire UJ157 Meridian P!uv E'lJi! Ri/srsiGS, CA 32503 Te! 951 653 4999 Fax 951 553 J6ab Disoatcn 600 49 i 29SO : TVPECF-WOAII -ajw-ri"""! ~ "r-11.1"" jr i ^^iLnOiL I \/OeVrVrta \«™a>tu SC.L ;;3cR~ •'! w •;?=;" co INI 1^1 'J| VMOVEO S-iO3 OfiflWIfiS |Y| IN) wv-n1^' •-* i FOU 'ves1 E'oififi •! ^piXiEcr c ;^riv^e\e,'i5 J ^'2.-c>7 i (ffltZHA&L* q'K.iNEES ^ 1 flFPOPT * •T,/H-*l<SS !"5 CF ooMTnjs-OT a.. IPUM'iU'ra iPEaun-'IO T B Pe^Gfc- ' !Cft/5b)^2b 3UB-.:ONTflACTr)n , . 'prjfCTlAMcRcUnrdSon 3tee^ /\or4k NSFECTION ADaaESS «D°E53 :f ?R i330 pDl/\seW»a In Car/sbad C« (3'ZC COAST CAl\/er\/ Oka pel rLE" 1 r > Po.nf>"e-H-ia tn Car|^bc*j (jx REPORTING REn'jmCMhVT*; 1C3O RD.O iNTECTlON M«,iJt ALMTnL iClL U.-.MI'AL- R>VIEW PRE\ ID' 'S Rhl^JKlii AWU L N rs IF THERE IS VON rONFORMING WORK AT THE ET-ii? OFTKE WOFK T V/ OR MISSINO MTRS ^ND Rn.S ETC FTLLOUTAND ATTACiiA iWiCIENO SCFURT •WffiN A DrnciE.N'CY 1 OURi fiE APRE/I0715 INSPECTOR 3 i? CORRECTED -SO ^OTEO^ THE ORKIIVAL DEncrcNC ^ REPORT VMfi si fiviiT A. COP r T* ITI i 1'om >VC~F>. i- HFPORTS MIATEHIALS USE3 BV CCNTBAfiTCH ilflBLUOE !^ESE«RW n-PW.T dO OR M^VSP.UL TEST ^=TOBT7; A - 3/,? CflNTSACTCHS EQUIPMENT,1 MANPWWEa U5S) L-Ai-^.^" 232 £7/T-^ l?C*\fJ /\^S Pi. I C erf \-fled uJ elder Fv-ai^is^ ABEf. QRID UNEj i'ltusi [JBaEfwEO , C,D.v\bl?±rd ^ ?- <^<?(aS ^a-f Ime L fc>^f^es^i r"7 j i<^"t |^. i? h^i^i ^n>D/£ t^eld 4- <*• fc> 4 ^7/ />.V |.n'0 7 bdf^rJejn ^ . (# , STaUCTUBAl. NOTES ilETAIl. Oft SFIS llc.tt , SfTff7fH , S5~0?/(Z sx*J S^O^j 4 , S-oi ' •> /A, Arenas If and ~7 cJoft/'we/TT1' -Praise ~'\u.*4[&5 I'^.viuLt'nT' -Pnatru? f_'on*\ •><*H and SS-P* / / REMARKS wo-uowa mcm/its. REWORK AS PFRPFNT OF ALI WORK TODAY. PERCENT °ROJEGT COMPL£TIGN. _. . ! warwa yO D tSu'nrty' CAMPIES TAKEN T?JIWRATIJBP TESTS "E3URFD I DC CERTIFY ~HAT 1 HAVE PSRSCNflLLY OBSERVES ALL Or ^HE WCfiX U5TED ABCJ? AND THAT THIS / AND / OR TrE AFPROVE3 FUNS SPECIFICATIONS AND J,PFLiCABlt SECTION OF T^E 3U!LOiNG CODE, n/flttdf. f/Lf*£ T < z* (gjfl!<«h;re / ^ ^' vJ' Dara s< P«cc ^fln^ns \/^rqa5 , /? ! ^~~7^J(\J !,,^/-r7<tV~- J'tAlr'"' Dlt — ~C^ V—e ~~ jj «RK COMPLIES Wr?ri THE SOIL tWjESTlGATIOM RECOMMENDATIONS JNL-SS QTri£?WlSE MOTES !N THE DERCIENCV REPORT ''07 62^t^>7Z. - V* K* rt IC30 Cenrf^anon Nufnoer I *^ r-> C "/; Coonry Carnation Number 7,'37 Corporate 2992 E La Paima Ave Sis A Anaheim, CA 9230S Tel 714 S-W?qqq Fax 714 632 297a Dispatch 80C 491 2990 San Diego/Imperial County 7313 Carol! Pd Sts G San Diego CA92121 Tei 353 537 3999 Fax 8555373980 Dispatch 8838445060 Inignd Empire 1J467 Meridian Pkw Bklij Z-A Riverside, CA 92508 Tc( 951 653 4999 Fax 951 653 J6bb Dispatch 600491 2990 FIELD REPORT V/Op\ &\Y\<\ ARCHITECT J ENGINEER ^^ . 1 I /T> "*» -^ OONTHAsran SUB-CONTHUCTOfl . "I R\ cVxcxfo S>C>A -i"r€6A •NSPECTION ADDRESS „ VS30 Poin$eM"i« LK Garl^bftd C# .AVAILnSLE SCiL 3E?CflTfn si; jPKSf'Oi'fl APPHOVEO flfitif-tyti'i WPflOVEO SHO" Dft«WIN3 |V| i|«t FOR WEEK ENDilW JRCjEC7 « ^7 — Z.fc>"~C>7 ijp(p~^'~iA &b BE?OPT 10 715 OF PLAN FILE NO PEHMIT ?IQ C R c? G? 1 v 2 C? ."PO-iecr N«ME . A/O/'-frl (^.£7flS"f" CA/VCfX./ C,ht\i>&' A30MS5 3f PROJECT ' 1"?>3O P&in£ e~Hs* /-^> Ct&{\&\f&.o' Cci REPORTING REOUJRCMKMTS 1CBO FEU3 IMPECT1ON MAfit'ALAITGL SOIL MANUAL- RhVIEW FRE\ ICinj RFPOKIi ANLJ LI^ rs !F THERE 13 ^0^l CONFORMING WORK AT THE END OFTHE WORK TJAY OR MISSING MTRS 1ND RHS ETC FTLLOTjT AND.iTTACH A iJFFICTENO REPORT •iVHEN A DCr!CIENCY "i OURS OR A PREVIOUS INSPECTOR 5 !S CORRECTED, SO --OTF. ON THE ORIGINAL DERCICNCV RH°ORT XNO SI. ft MIT A COP i' WITt [ VOt.Tl WCCK S TlEPORTS MIAT6HIAL5 USED GV CONTfWTOH (INCLUDE RESEARCH REPORT NO OR WTEHU1L T£ST ^SPOflTS) A-1L* CONTTWCTORS CQU1PMENT .' 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SAMPIES TAKEN /° ,|TST,,.^™T 7 oo s.«T««HmsH 3 --OD ___ C /4m ^FRIFIPF) py X C^/ NV T^ I DO CERTIFY THAT I HAVE PERSONALLY OBSERVEO ALL OF THE WORK LISTED ABOVE AND THAT THIS rtORK COMPLIES WfTH THE SOIL INVESTIGATION RECOMMENDATIONS, AND / OR THE APPROVED PLANS SPECIFICATIONS AND APPLICABLE SECTION OF TOE 3UILOING CODE, UNL-SS OTHEPWlSE NOTED IN THE DEFICIENCY REPORT 6"107 Dsts cf Raeort IC30 Certifnalion Number Prtnl Name City / C«/n(y Cartrfication Number n«v 7/97 Corporate 2992 E La Raima Ave Ste A Anaheim, CA 92806 Tel T^ervpqsfl Fax-714 632 2974 Dispatch- 800 491 2990 San Diego/Imperial County 7313 Carroll Hd Ste G San Diego, CA 92121 Tel 8585373999 Fax 8585373990 Dispatch 8888445060 Inland Empire 14467 Meridian Pkw.Bldg Z-A Riverside, CA 92508 Tel 951 653 4999 Fax 951 653 466b Dispatch 800 491 2990 FIELD REPORT DTEDHN'CAK AVAILABLE.SOIL REPORT (Y) [«tj Lft«^(M| SPKS (Y)(N) APPBOVEO STOP DflWrtNS (Tl (H\ FOB WEE* ENDING"" ST-21.-07 ENGINEER REPORT NO.PG Pemclc PUHFILENQ PERMIT Wl INSPECTION ADDRESS PROJECT WME _fcjor-\k-WDB6SS Of PROJECT c.U^pi?.! REPORTING REQUWCMhNTS ICBO FIELD INSPECTION MAWAL/MTGL SOIL MANUAL- RtATEW PREVIOUS RRWJKIb AMI) LISTS IF THERE IS NON CONFORMING WORK AT THE END CHF THE WORK DAY OR MISSING MTRS AND RFlS ETC.. FILL OUT AND ATTACH A l>PTICTENCY REPORT WHEN A DErlCIENCY YOURS OR A PREVIOUS INSPECTOR S IS CORRECTED, SO NOTE ON THE ORIGINAL DEFICIENCY REPORT ANO SU KM IT A COPY WITH YOtJR WEEK S REPORTS MATCRUM.5 USED BY CONTTWCTDR (INdLUOE RESEARCH RSPOfff NO OR MATWUL TKT REPORTS} f\ - CONTRACTORS KHJIPMEKT/ MANPOWER USEDLA/-25 Z3Z g7/T=-3 ^Aw D/. /At.Ar&U MEH OHIO LINES W«5 OSSS»VE& beam -+o c,p|t>.v>n Conn.. Smalt kt>\spj F P S j-5ed copper b*<-kme^ STHUCIURAL MPTBS. OPAIL Ofl RF6 USHr P7 J >7 ,SS" REMARKS "This REWORK AS PERCENT OF ALL WORK TODAY.PERCEMT PROJECT COMPl ETIOM- WEATHER TBlPFftATlJftf Cloudy SAMPLES TAKEN. SITE TIME START ~Lj*<L SITETIMfcf-INliM 5_ I DO CERTIFY THAT I HAVE PWSONALLY OBSERVED ALL OF THE WORK USTED ABOVE AND THAT THIS WORK COMPLIES WtTH THE SOIL INVESTIGATION RECOMMENDATIONS, AND / OR THE APPROVED PLANS, SPECIFICATIONS AND APPLICABLE SECTION OF TOE 8UILOING COOE, UNLESS OTHERWISE NOTED IN THE DEFICIENCY REPORT / 07 SI Sarrr'os nsis of Report ICBOCcrtrficalionNumtw Prtw Name City / County Certification Number Rev 7/S? Corporate 2992 E La Paima Ave Ste Anaheim, CA 92806 Tel 7146322999 Fax 7146322974 Dispatch 800 491 2990 San Diego/Imperial Couiny 7313 Carroll Rd Ste G San Diego, CA 92121 Tel 8585373999 Fax 858 537 3990 Dispatch 8888445060 Inland Empire 14467 Meridian Pkw.Bldg 2-A Riverside, CA 92508 Tel 951 653 4999 Fax 951 653 4666 Dispatch 800 491 2990 FIELD REPORT TYPE Of WORK .^IINSPECTOR D TECHNICIAN AVAILABLE APPROVED PLAN SOIL REPORT (Y) (N) N) SPECS (Y) (N) APPROVED SHOP DRAWING (Y) (N) ARCHITECT FOR WEEK ENDING PROJECT NO ENGINEER REPORT NO PG OF | CONTRACTOR PLAN FILE NO PERMIT NO RF.PORTING REQUIREMENTS ICBO FIELD INSPECTION MANUAL/MTGt SOIL MANUAL - REVIEW PREVIOUS REPORTS AND LISTS IF THERE IS NON CONFORMINCi WORK AT THE END OF THE WORK DAY OR MISSING MTRS AND RHS ETC FILL OUT AND ATTACH A DEFICIENCY REPORT WHEN A DEFICIENCY YOURS OR A PREVIOUS INSPECTOR S IS CORRECTED SO NOTK ON THE ORIGINAL DEFICIENCY REPORT AND SUBMIT A COPY WITH YOUR WEEK S REPORTS MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO OR MATERIAL TEST REPORTS) CONTRACTORS EQUIPMENT/ MANPOWER USED OVA CXL J, -gmT-1 AREA GRID LINES PIECES OBSERVED STRUCTURAL NOTES DETAIL OR RFIS USED REMARKS INCLUDING MCETINGS ' LieATis*-i Sx VtV\c>i »-*'* fr*' REWORK AS PERCENT OF ALL WORK TODAY.PERCENT PROJECT COMPLETION. WEATHER TEMPERATURE SAMPLES TAKEN TESTS REQUIRED SITE TIME START *!' flDi **** _ LUNCH PERIOD C_ SITE TIME FINISH TRAVEL TIME VERIFIED B I DO CERWjaHAT I HAVE PERSONALLY OBSERVED ALL OF THE WORK LISTED ABOVE AND THAT THIS WORK COMPLIES WITH THE SOIL INVESTIGATION RECOMMENDATIONS AND / Or/AfB APPROVED PLANS, SPECIFICATIONS AND APPLICABLE SECTION OF THE BUILDING CODE UNLESS OTHERWISE NOTED IN THE DEFICIENCY REPORT Date of Report ICBO Certification Number City / County Certification Number Rev 7/97 Corporate 2992 E La Raima Ave Ste A Anaheim, CA 92806 Tel 7146322999 Fax 7146322974 Dispatch 800 491 2990 San Diego/Imperial County 7313 Carroll Rd Ste G San Diego, CA92121 Tel 8585373999 Fax 858 537 3990 Dispatch 888 844 5060 Inland Empire 14467 Meridian Pkw.Bldg 2-A Riverside, CA 92508 Tel 951 653 4999 Fax 951 653 4666 Dispatch 800 491 2990 FIELD REPORT TYPE OF WORK ECTOR .0/1 {/? D TECHNICIAN AVAILABLE SOIL REPORT (Y) (N) APPROVED PLAN£(Y*N) SPECS (Y)(N) APPROVED SHOP DRAWING (Y) (N) ARCHITECT FOR WEEK ENDII PROJECT ENGINEER REPORT NO PG OF CONTRACTOR PLANFILF NO SUB CONTRACTOR REPORTING REQUIREMENTS ICBO FIELD INSPECTION MANUAL/MTGi. SOIL MANUAL - REVIEW PREVIOUS REPORTS AND LISTS IF THERE IS NON-CONFORMING WORK AT THE END OF THE WORK DAY OR MISSING MTRS AND RFIS ETC FILL OUT AND ATTACH A DEFICIENCY REPORT WHEN A DEFICIENCY YOURS OR A PREVIOUS INSPECTOR S IS CORRECTED SO NOTE ON THE ORIGINA1. DEFICIENCY REPORT AND SUBMIT A COPY WITH YOUR WEEK S REPORTS MATERIALS USED BY CONTRACTOR (INCLU T NO OR MATERIAL TEST R CONTRACTORS EOUIPMENT/ MANPOWER USE AREA GRID LINES STRUCTURAL NOTES DETAIL. O/RF] 3 6* REWORK AS PERCENT OF ALL WORK TODAY. 'PERCBMTIPROJECT COMPLETION. WEATHER TEMPERATURE '-70'f SAMPLES TAKEN TESTS REQUIRED SITE TIME START LUNCH PERIOD . SITE TIME FINISH TRAVEL TIME VERIFIED I DO CERTIFY THAT I HAVE-PERSONALLY OBSEj AND / OR THE APPFjflVED PLANS/BPEJZflFICATJj ftLL0F/fHE WORSTED ABOVE AND THAT THIS WORK COMPLIES WITH THE SOIL INVESTIGATION RECOMMENDATIONS UCABLE/ECTION OF THE BUILDING CODE UNLESS OTHERWISE NOTED IN THE DEFICIENCY REPORT Date of Report ICBO Certification Number Print Name City / County Certification Number Rev 7/97 Corporate 2992 E La Raima Ave Ste A Anaheim, CA 92806 Tel 7146322999 Fax 7146322974 Dispatch 800 491 2990 San Diego/Imperial Com 7313 Carroll Rd Ste G San Diego, CA 92121 Tel 8585373999 Fax 858 537 3990 Dispatch 888 844 5060 Inland Empire 14467 Meridian Pkw.Bldg 2-A Riverside, CA 92508 Tel 951 653 4999 Fax 951 653 4666 Dispatch 800 491 2990 FIELD REPORT TYPE OF WORK VlNSPECTORf QTOHNICIAN AVAl:_A8LE APPROVED PLANS SOIL REPORT (Y) (N)SPECS APPROVED SHOP DRAWING (Y) (N) ARCHITECT FOR WEEK ENDING ENGINEER REPORT NO PG i OF l CONTRACTOR PLAN FILE NO PERMIT NO S'JB CONTRACTOR PROJECT NAME INSPECTION ADDRESS ADDRESS OF PROJEC REPORTING REQUIREMENTS ICBO FIELD INSPECTION MANUAL/MTGi SOIL. MANUAL- REVIEW PREVIOUS REPORTS AND LISTS IF THERE IS NON-CONFORMING WORK AT 1'HE KNU OF Tl IE WORK DAY OR MISSING MTRS AND RF1S ETC: TILL OUT AND ATTACH A DEFICIENCY REPORT WHEN A DEFICIENCY YOURS OR A PREVIOUS INSPECTOR S IS CORRECTED SO NOTE ON THE ORIGINAL DEFICIENCY REPORT AND SUBMIT A COPY WITH YOUR WEEK S REPORTS MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO OR MATER T REPORTS) CONTRACTORS EQUIPMENT / MANPOWER USED 4. AREA GRID LINES PIECES OBSERVED SU- A -S.0.6. "^?.^-.^j:1*0 TO STRUCTURAL NOTES DETAIL OR RFIS USED REWORK AS PERCENT OF ALL WORK TODAY.PERCENT PROJECT COMPLETION. TEMPERATURE SAMPLES TAKEN TESTS REQUIRED SITE TIME START . -T-Ai^ LUNCH PERIOD •^°°°=°°^> SITE TIME FINISH TRAVEL TIME I4 VERIFIED BY I DO CERTIFY THAT I HAVE PERSONALLY OBSERVED ALL OF THE WORK LISTED ABOVE AND THAT THIS WORK COMPLIES WITH THE SOIL INVESTIGATION RECOMMENDATIONS ANDJORTHE APPROVELTPtMJS. SPECIFICATIONS AND APPLICABLE SECTION OF THE BUILDING CODE UNLESS OTHERWISE NOTED IN THE DEFICIENCY REPORT vi3 u*t — — 5 / IL>. / Signatu Date of Report ICBO Certification Number Print Name lhCityx/County Certification Number Rev 7/97 Corporate 2992 E La Raima Ave Ste A Anaheim, CA 92806 Tel 7146322999 Fax 7146322974 Dispatch 800 491 2990 San Diego/Imperial County 7313 Carroll Rd Ste G San Diego, CA92121 Tel 8585373999 Fax 8585373990 Dispatch 8888445060 Inland Empire 14467 Meridian Pkw.Bldg 2-A Riverside. CA 92508 Tel 951 653 4999 Fax 951 653 4666 Dispatch 800 491 2990 FIELD REPORT C TECHNICIAN AVAILABLE APPROVED PLANS SOIL REPORT (Y) (N)SPECS (Y)(N) APPROVED SHOP DRAWING (Y) (N) FOR WEEK ENDING PROJECT ENGINEERrf.REPORT NO PG OF CT PLAN FILE NO PERMIT, CONTRACTO <- PROJECT NAMl SECTION ADDRESS ADDRESS OF PROJECT REPORTING REQUIRRMHNTS ICBO FIELD INSPECTION MANUAUMTGi SOIL MANIMI. - REVIEW PREVIOUS REPORTS AND LISTS IF TIIERF, IS NON-CONFORMING WORK AT THE END OF THE WORK DAY OR MISSING MTRS AND RFIS ETC FILL OUT AND ATTACH A DEFICIENCY REPORT WHEN A DEFICIENCY YOURS OR A PREVIOUS INSPECTOR S IS CORRECTED SO NOTE ON THE ORIGINAL DEFICIENCY REPORT AND SUBMIT A COPY WITH YOUR WEEK S REPORTS MATERIALS USED BY CONTRACTOR (INCjJJDE RESEARCH REPRT NJ^OR MATERIA/JEST REPORTS CONTRACTORS TOUIPMENT/ MANPOWER USI LfL^M A-fi* l/K_ A^L^/fr^? (&. .yQ- X^^vft/Jp^. /fl^cn.•/•.IS? REWORK AS PERCENT OF ALL WORK TODAY.PERCENT PROJECT COMPLETION. WEATHER TEMPERATURE JJ SAMPLES TAKEN TESTS REQUIRED SITE TIME START LUNCH PERIOD SITE TIME FINISH __ TRAVEL TIME VERIFIED BY I DO CERTIFY THAT I HAVE PERSONALLY OBSERVED ALL OF THE WORK LISTED ABOVE AND THAT THIS WORK COMPLIES WITH THESOlL INVESTlhW'ION RECOMMENDATIONS AND / QHTHE APPROVED PLANS, SPECIFICATIONS AND APPLICABLE SECTION OF THE BUILDING CODE UNLESS OTHERWISE NOTED IN THE DEFICIENCY REPORT ,// ,61 Signature Date of Report ICBO Certification Number rint Name City / County Certification Number Rev 7/97 Corporate 2992 E La Raima Ave Ste A Anaheim, CA 92806 Tel 7146322999 Fax 7146322974 Dispatch 800 491 2990 San Diego/Imperial County 7313 Carroll Rd Ste G San Diego, CA92121 Tel 8585373999 Fax 8585373990 Dispatch 8888445060 Inland Empire 14467 Meridian Pkw.Bldg 2-A Riverside, CA 92508 Tel 951 653 4999 Fax 951 653 4666 Dispatch 800 491 2990 FIELD REPORT G_TECHNICIAN AVAILABLE SOIL REPORT (Y) (N) APPROVED PLANS ( SPECS (Y)(N) APPROVED SHOP DRAWING (Y) (N) REPORTING REQUIREMENTS ICBO HELD INSPECTION MANUAL/.MTGL SOU, MANUAL- REVIEW PREVIOUS REPORTS AND LISTS IF THERE IS NON-CONFORMING WORK AT THE END OF Tl IK WORK DAY OR MISSING MTRS AND RI-IS ETC FILL OUT AND ATTACH A DEFICIENCY REPORT WHEN A DEFICIENCY YOURS OR A PREVIOUS INSPECTOR S IS CORRECTED SO NOTE ON THE ORIGINAL DEFICIENCY REPORT AND SUBMIT A COPY WITH YOUR WEEK S REPORTS MATERIALS USED BY CONTRACTOR INCLUDE RESEARCH REPOR REWORK AS PERCENT OF ALL WORK TODAY.PERCENT PROJECT COMPLETION. WEATHER TEMPERATURE SAMPLES TAKEN TESTS REQUIRED SITE TIME START _ LUNCH PERIOD SITE TIME FINISH TRAVEL TIME .._VERIFIED BY - I I 00 CERTIFY THAT I HAVE PERSONALLY OBSERVED ALL OF THE WORK LISTED ABOVE AND THAT THIS WORK COMPLIES WITH THE SOIL INVESTIGATION RECOMMENDATIONS AND / oXl^E APPROVED PLANS, SPECIFICATIONS AND APPLICABLE SECTION OF THE BUILDING CODE UNLESS OTHERWISE NOTED IN THE DEFICIENCY REPORT /^^Date of Report umber City / County Certification Number Rev 7/97 Corporate 2992 E La Raima Ave Ste A Anaheim, CA 92806 Tel 7146322999 Fax 7146322974 Dispatch 800 491 2990 San Diego/Imperial County 7313 Carroll Rd Ste G San Diego, CA 92121 Tel 8585373999 Fax 8585373990 Dispatch 8888445060 Inland Empire 14467 Meridian Pkw.Bldg 2-A Riverside. CA 92508 Tel 951 653 4999 Fax 951 653 4666 Dispatch 800 491 2990 FIELD REPORT SOIL REPORT (Y) (N)SPECS (Y)(N) APPROVED SHOP DRAWING (Y) (N) REPORTING REQUIREMENTS ICBO FIELD INSPECTION MANUAL/MTGi. SOIL MANUAL- REVIEW PREVIOUS REPORTS AND LISTS I!-' THKRK IS NON CONFORMING WORK AT THE END OF TI IF WORK DAY OR MISSING MTRS AND RFIS ETC FILL OUT AND ATTACH A DEFICIE.XCY REPORT WHEN A DEFICIENCY YOURS OR A PREVIOUS INSPECTOR S IS CORRECTED SO NO IF ON THE ORIGINAL DEFICIENCY REPORT AND SUBMITACOPY WITH YOUR WEEK S REPORTS MATERIALS USED BY CONTFJACTOR (INCLUDE RESEARCH REPORT NO OR MATERIAL TES^REPORTS j fo 1> l£y\£i—A—/<ftrM..—1 CONTRACTORS EQUIPMENT /.MANPOWER I/SJED PERCENT PROJECT COMPLETION. SITE TIME START __ !£—— LUNCH PERIOD SITE TIME FINISH 2_?_?_ TRAVEL TIME VERIFIED BY I DO CERTIFY THAT I HAVE PERSONALLY OBSERVED ALL OF THE WORK LISTED ABOVE AND THAT THIS WORK COMPLIES WITH THE SOIL INVESTIGATION RECOMMENDATIONS AND / ORTfffVPROVED PLANS, SPECIFICATIONS AND APPLICABLE SECTION OF THE BUILDING CODE UNLESS OTHERWISE NOTED IN THE DEFICIENCY REPORT V-i/J Date of Report ICBO Certification Number City / County Certification Number Rev 7/97 Corporate 2992 E La Raima Ave Sle A Anaheim, CA 92806 Tel 7146322999 Fax 7146322974 Dispatch 800 491 2990 San Diego/Imperial County 7313 Carroll Rd Ste G San Diego, CA92121 Tel 8585373999 Fax 858 537 3990 Dispatch 8888445060 Inland Empire 14467 Meridian Pkw.Bldg 2-A Riverside, CA 92508 Tel 951 653 4999 Fax 951 653 4666 Dispatch 800 491 2990 FIELD REPORT LJ TECHNICIAN AVAILABLE SOIL REPORT (Y) (N) APPROVED PLANS (*rlN) SPECS (Y)(N) APPROVED SHOP DRAWING (Y) (N) FOR WEEK ENDING PROJECT NO REPORT NO PG CONTRACTOR PLAN FILE NO PROJECT MA PECTION ADDRESS .DRESS Oc PROJECT 13 =£= RKPORTING REQIJIREMKNTS ICBO FIHl.D INSPECTION MANU AL/MTGi. SOIL. MANUAL - REVIKW PREVIOL'S REPORTS AND LISTS IF THERE IS NON-CONFORMING WORK AT THE END OF THH WORK DAY OR MISSING MTRS AND RFIS ETC FILL OUT AND ATTACH A DEFICIENCY REPORT WHEN A DEFICIENCY YOURS OR A PREVIOUS INSPECTOR S IS CORRECTED SO NOTE ON THE ORIGINAL DEFICIENCY REPORT AND SUBMIT A COPY WITI i YOUR WEHK S REPORTS MATEJ4J1S IJSED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO OR MATERIAL TES^TtEPORTS) REMARKS IHCLUDma MEETINGS Pc&sz 8&& REWORK AS-PERCENT OF ALL WORK TODAY.PERCENT PROJECT COMPLETION WEATHER TEMPERATURE ~ SAMPLES TAKEN TESTS REQUIRED SITE TIME START _(jl %Q LUNCH PERIOD SITE TIME FINISH TRAVEITIME VERIFIED BY I DO CERTIFY THAT I HAVE PERSONALLY OBSERVED ALL OF THE WORK LISTED ABOVE AND THAT THIS WORK COMPLIES WITH THE SOIL INVESTIGATION RECOMMENDATIONS AND / OffTlME APPROVED PLANS, SPECIFICATIONS AND APPLICABLE SECTION OF THE BUILDING CODE UNLESS OTHERWISE NOTED IN THE DEFICIENCY REPORT ,, Date of Report ICBO Certification Number Print Name City / County Certification Number Rev 7/97 3 Corporate 2992 E La Raima Ave Ste A Anaheim, CA 92806 Tel 7146322999 Fax 7146322974 Dispatch 800 491 2990 San Diego/Imperial County 7313 Carroll Rd Ste G San Diego, CA 92121 Tel 8585373999 Fax 8585373990 Dispatch 8888445060 Inland Empire 14467 Meridian Pkw.Bldg 2-A Riverside, CA 92508 Tel 951 653 4999 Fax 951 653 4666 Dispatch 800 491 2990 FIELD REPORT TYPE OF WORK D TECHNICIAN AVAILABLE SOIL REPORT (Y) (N) APPROVED PLANS (ffW SPECS (Y)(N) APPROVED SHOP DRAWING (Y) (N) ARCHITECT FOR WEEK ENDING PROJECT NO ENGINEERx REPORT NO PG OF CONTRACTOR T-& PLAN FILE NO PERMIT ONTRACTOR PROJECT NAM NSPECTION ADDRES ADDRESS OF PROJECT XJ I 3 a ~*!? REPORTING REQUIREMENTS ICBO FIELD INSPECTION MANUAI./MTOi. SOIL.MANUAL- REVIEW PREVIOUS REPORTS AND LISTS IF THERE IS NON-CONFORMING WORK AT THE END OK THE WORK DAY OR MISSING MTRS AND RFIS ETC FILL OUT AND ATTACH A DEFICIENCY REPORT WHEN A DEFICIENCY YOURS OR A PREVIOUS INSPECTOR S IS CORRECTED SO NOTE ON THE ORIGINAL DEFICIENCY REPORT AND _ A A •» 7 SUBMIT A COPY WITH YOUR WEEK S REPORTS A. MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO OR MATERIAL TEST REPORTS) STRUCTURAL NOTJS DETAIL OR RFIS USED REWORK AS PERCENT OF ALLWQRK TODAY.PERCENT PROJECT COMPLETION. fffF- SAMPLES TAKEN TESTS REQUIRED SITE TIME START. LUNCH PERIOD _ 3£L£in SITE T.ME FINISH J^^D ^M ^1 TRAVEL TIME VERIFIED BY I DO CERTIFY THAT I HAVE PERSONALLY OBSERVED ALL OF THE WORK LISTED ABOVE AND THAT THIS WORK COMPLIES WITH THE SOIL INVESTIGATION RECOMMENDATIONS AND / OR T>5 APPROVED PLANS, SPECIFICATIONS AND APPLICABLE SECTION OF THE BUILDING CODE UNLESS OTHERWISE NOTED IN THE DEFICIENCY REPORTy/__^-— /~ *twJj,y / 2 7 Signature Date of Report ICBO Certification Number Print Name City / County Certification Number Rev 7/97 Corporate 2992 E La Palma Ave Ste A Anaheim, CA 92806 Tel 7146322999 Fax 7146322974 Dispatch 800 491 2990 San Diego/Imperial County 7313 Carroll Rd Ste G San Diego, CA92121 Tel 8585373999 Fax 858 537 3990 Dispatch 8888445060 Inland Empire 14467 Meridian Pkw , Bldg 2-A Riverside. CA 92508 Tel 951 653 4999 Fax 951 653 4666 Dispatch 800 491 2990 FIELD REPORT AVAILABLE SOIL REPORT (Y) (N) APPROVED PLANS (Y) (N) SPECS (Y)(N) APPROVED SHOP DRAWING (Y) (N) REPORTING REQUIREMENTS ICBO FIELD INSPECTION MANUAL/MTGi, SOIL MANUAL - REVIEW PREVIOUS REPORTS AND LISTS IP THERE IS NON-CONHORMING WORK AT THB END OF THE WORK DAY OR MISSING MTRS AND RFIS ETC FILL OUT AND ATTACH A DEFICIENCY REPORT WHEN A DEFICIENCY YOURS OR A PREVIOUS INSPECTOR S IS CORRECTED SO NOTE ON THE ORIGINAL DEHCIENCY REPORT AND SUBMIT A COPY WITH YOUR WEEK S REPORTS MATERIALS USED BY CONTRACTOR /INCLUDE RESEARCH REPORT NO OR MATERIAL TEST REPORTS) . A(r~^ CONTRACTORS EQUIPMENT I MANPOWER USED PERCENT PROJECT COMPLETION SITE TIME START ._ LUNCH PERIOD SITE TIME FINISH TRAVEL TIME _VERIFIED BY . I DO CERTIFY THAT I HAVE PERSONALLY OBSERVED ALL OF THE WORK LISTED ABOVE AND THAT THIS WORK COMPLIES WITH THE SOIL INVESTIGATION RECOMMENDATIONS AND / OR/ffSAPPROVEO PLANS SPECIFICATIONS AND APPLICABLE SECTION OF THE BUILDING CODE UNLESS OTHERWISE NOTED IN THE DEFICIENCY REPORT I ^ / Date of Report ICBO Certification Number City / County Certification Number Rev 7/97 Corporate 2992 E La Raima Ave Ste A Anaheim, CA 92806 Tel 7146322999 Fax 7146322974 Dispatch 800 491 2990 San Diego/Imperial County 7313 Carroll Rd Ste G San Diego, CA92121 Tel 8585373999 Fax 8585373990 Dispatch 8888445060 Inland Empire 14467 Meridian Pkw.Bldg 2-A Riverside, CA 92508 Tel 951 653 4999 Fax 951 653 4666 Dispatch 800 491 2990 FIELD REPORT TYRE OF WORK 2nNSPECTOR D TECHNICIAN AVAILABLE SOIL REPORT (Y) (N) APPROVED PLANS (Kffl!)' Wg7' ' PG SPECS (Y)(N) APPROVED SHOP DRAWING (Y) (N) RCHITEC FOR WEEK ENDING ENGINE REPORT NO "Z PLAN FILE NO B CONTRACT fc?.JL.JU - "T>/^ V6 PROJECT NAME ISPECTION ADDRESSMi REPORTING REQUIREMENTS ICBO FIELD INSPECTION MANUAL/MTGi SOIL MANUAL- REVIEW PREVIOLIS REPORTS AND LISTS IF THERE IS NON-CONFORMING WORK AT THE END OF THE WORK DAY OR MISSING MTRS AND RFIS. ETC FILL OUT AND ATTACH A DEFICIENCY REPORT WHEN A DEFICIENCY YOURS OR A PREVIOUS INSPECTOR S IS CORRECTED SO NOTE ON THE ORIGINAI. DEFICIENCY REPORT AND SUBMIT A COPY WITH YOUR WEEK S REPORTS II MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO OR MATERIAL TEST REPORTS) \j\-Sf toM/0_ loCl . A >&?A & CONTRACTORS EQUIPMENT/ MANPOWER USED REWORK AS. PERCENT OF ALL WORK TODAY.PERCENT PROJECT COMPLETION. WEATHER TEMPERATURE SAMPLES TAKEN TESTS REQUIRED SITE TIME START ._..._y£_',. ^jL_ LUNCH PERIOD /^/T SITE TIME FINISH _4 TRAVEL TIME __. \10 ._... VERIFIED BY „ I DO CERTIFY THAT I HAVE PERSONALLY OBSERVED ALL OF THE WORK LISTED ABOVE AND THAT THIS WORK COMPLIES WITH THE SOIL INVESTIGATION RECOMMENDATIONS AND / OMWE APPROVED PLANS, SPECIFICATIONS AND APPLICABLE SECTION OF THE BUILDING CODE UNLESS OTHERWISE NOTED IN THE DEFICIENCY REPORT 2. / 27 Date of Report ICBO Certification Number Print Name City / County Certification Number Rev 7/97 Corporate: 2992 E La Palma Ave Ste A Anaheim, CA 92806 Tel 7146322999 Fax 7146322974 Dispatch 800 491 2990 San Diego/Imperial County 7313 Carroll Rd Ste G San Diego, CA 92121 Tel 8585373999 Fax 8585373990 Dispatch 8888445060 Inland Empire 14467 Meridian Pkw, Riverside, CA 92508 Tel 951 653 4999 Fax 951 653 4666 Dispatch 800 491 2990 FIELD REPORT AVAILABLE SOIL REPORT (Y) (N) APPROVED PLANS (Y) (N) SPECS (Y)(N) APPROVED SHOP DRAWING (Y) (N) REPORTING REQUIREMENTS ICBO FIELD INSPECTION MANUAL/MTGL SOIL MANUAL - REVIEW PREVIOUS REPORTS AND LISTS IF THERE IS NON-CONFORMING WORK AT THE END OF THE WORK DAY, OR MISSING MTRS, AND RFIS, ETC , FILL OUT AND ATTACH A DEFICIENCY REPORT WHEN A DEFICIENCY YOURS OR A PREVIOUS INSPECTOR S, IS CORRECTED, SO NOTE ON THE ORIGINAL DEFICIENCY REPORT AND SUBMIT A COPY WITH YOUR WEEK'S REPORTSs\ USED BY US. DE RKEAR8H REPORT NO OR MATERIAL TEST REPORTS)ULL CONTRACTORS EQUIPMENT / MANPOWER USED REMARKS REWORK AS PERCENT OF ALL WORK TODAY.PERCENT PROJECT COMPLETION. WEATHER TEMPERATURE "/ 0 SAMPLES TAKEN TESTS REQUIRED SITE TIME START LUNCH PERIOD SITE TIME FINISH TRAVEL TIME VERIFIED BY I DO CERTIFYTHAT I HAVE PERSONALLY OBSERVED ALL OF THE WORK LISTED ABOVE AND THAT THIS WORK COMPLIES WITH THE SOIL INVESTIGATION RECOMMENDATIONS. AND / OR , SPECIFICATIONS AND APPLICABLE SECTION OF THE BUILDING CODE, UNLESS OTHERWISE NOTED IN THE DEFICIENCY REPORT 2 ,,£>7 Date of Report ICBO Certification Number Print Name City / County Certification Number Rev 7/97 t Request for Information A155 Detailed RFIs Grouped by RFI Number North Coast Calvary Chape? BuiEding A 1330 Poinsettia Lane Building A Aviara Parkway & Poinsettia Lane Carisbad, CA 92009 Projects 20711A T B Pemck & Sons, Inc Tel (760) 494-5983 Job Phone Fax (865) 873-1849 Job Fax Answer Company Timeless Architecture 9891 Irvine Center Drive Suite #140 Irvine CA 92618 Subject S101 Notes #8 Question Answered By Author Company Authored By Jim Thayer T B Penick & Sons Inc Tom Donovan 1330 Poinsettia Lane Aviara Parkway & Poinsettia Lane Carlsbad CA 92009 ^Discipline Category Date Required 12/5/2007 Notes states to provide 3" square by 1/4" washers in lieu of cut washers at Shear Walls Our largest shear wall AB is 5/8" and normally requires 2-1/2" square washers May we use 2-1/2" square washers because 3" square washers are special order? Answer Date Answered 12/10/2007 We verified with the structural engineer that 2-1/2 inch square washers wil! be adequate for the shear walls in this building Prolog fJlanag&r Printed on 12/10/2007 TBP Page 1 of 1 Request for Information A151 Detailed RFSs Grouped by RFI Number North Coast Calvary Chape! Building A 1330 Pomsettia Lane Bunding A Aviara Parkway & Pomsetfaa Lane Carlsbad, CA 92009 Project^ 20711A I B Peniek £ Sons, Inc Tei (760) 494-5983 Job Phone Fax (866) 873-1849 Job Fax Answer Company Timeless Architecture 9891 Irvine Center Drive Suite #140 Irvine, CA 92618 Subject Second floor Anchor bolts Question Answered By Jim Thayer Discipline Author Company T B Peniek & Sons Inc 1330 Pomsetna Lane Aviara Parkway & Pomsettia Lane Carlsbad CA_920Q9 Category Authored By Janell Uremovic Date Required 12/7/2007 No bottom track anchor bofts exist on second floor No detail exist stating to install AS's in light weight concrete Framer has installed concrete pins every 24" OC Is this acceptable1? Please advise Answer Date Answered 12/10/2007 This is acceptable except at shear walls Prolog Manager Printed on 12/10/2007 TBP Page 1 of 1 Page 1 of 1 TO TB Penick Inc DATE July 10 2007 FROM Timeless Architecture PROJECT North Coast Calvary Chapel Building A - Multi-Purpose/Family Center SUBJECT Architect's Supplemental Information ASI-A12 Fire protection on 4" I D std pipe columns The following clarifications and/or additional information to the Project Manual and/or Drawing shall apply to proposals made for and to the execution of the various parts of the work affected thereby and all other conditions shall remain the same Careful note of the Architect s Supplemental Information shall be taken by all parties of interest so that the proper allowances may be made in strict accordance with the ASI and that all trades shall be fully advised in the performance of the work which will be required of them Bidder shall acknowledge receipt of this ASI in submission of the Bid In case of conflict between Drawings Project Manual and this ASI this ASI shall govern ASI-A 12 The attached detail sheet shows an acceptable alternate method for providing 2 hr fire protection on the 4 I D std pipe columns on the project The Interior Wall detail utilizes the assembly GA File No CM 2120 all around (see attached) The Exterior Wall detail utilizes the same assembly GA File No CM2120 all around except for the exterior face which utilizes assembly GA File No CM 2320 (see attached) ^5/8" TYPE 'X 4" I P PIPE COL (2) LAYEP-5- 5/8" TYPE 'X1 BOTH 55O5-125-33 METAL BOTH KLITE PLA5>TEP- OVEP- 3 4 LB I EXPANDED DIAMOND ME5-H METAL I LATH AND 2 1/2" HIDE FLANGED EXPANDED METAL | J-MOLD (AT PIPE £OLUMN^> ONLY) ! • r~"7/8" 5"TU££O i I , 4" I D (FEATHER TO J-MOLD)5/8" PIPE (2} TYPE 'X1 BOTH HALL 55O5-125-33 METAL BOTH COLUMNS SYSTEM DESCRIPTION SKETCH AND DESIGN DATA GA FILE NO CM 2120 METAL STUDS, GYPSUM WALLBOARD Two layers of 5/8 type X gypsum wallboard or veneer base screw attached to 15/a metal studs located at each corner of W10x49 columns with 1 Type S screws 24 o c for base layer and 15/8 Type S drywall screws 12 oc for face layer 11M metal beads at corners attached with 6d coated nails 13A long 00915 shank 'A heads 12 oc Fire Test ULR271734 5 15 64 Design X517 ULC Design Z503 GA FILE NO CM 2310 METAL LATH, GYPSUM PLASTER 15/8 1111 wood fibered gypsum sand plaster over 3 4 Ib diamond mesh expanded metal lath sheets wire tied with 18 gage wire 6 o c at seams and 1/2 x 3/4 spacers Lath applied over spacers made of 3/4 furring channel with 2 legs bent around each corner and 40 oc W10x49 column Fire Test UL R4024 10 1 5 67 GA FILE NO CM 2320 METAL LATH, GYPSUM PLASTER 1121 3 gypsum perlite plaster over 34 Ib self furring expanded diamond mesh metal lath and 21/2 wide flanged expanded metal corner beads wire tied with 18 gage galvanized wire 6 oc W10x49 column Fire Test UL R3187 4 5 7 7 30 52 Design X402 GA FILE NO CM 3100 B2 METAL STUDS, GYPSUM WALLBOARD Three layers V2 proprietary type X gypsum wallboard screw attached to 15/a metal studs located at each corner of W10x49 column Base layer attached with 1 type S drywall screws 24 oc Second layer with 15/e type S drywall screws 12 oc Face layer attached with 21/4 type S drywall screws 12 oc and11/4 corner bead at each corner nailed with 4d drywall nails Joint compound Vie thick applied over corner bead and entire outer layer of wallboard PROPRIETARY GYPSUM BOARDS Domtar Gypsum 1/2 Gyproc® Fireguard® C Georgia Pacific Vz Firestop® Type C Pabco Gypsum Vz FLAME CURB® Super C United States Gypsum Company Va SHEETROCK® Brand Gypsum Panels FIRECODE® C Core Fire Test UL R 7094 10 24 90 Design X515 78 Contact the manufacturer for more detailed information on proprietary products EsGil Corporation In (Partnership witfi government for <BuiHfmg Safety DATE 1O/5/O6 a APPLICANT "' JURISDICTION City of Carlsbad a PLAN REVIEWER a FILE PLAN CHECK NO 061926 SET IV PROJECT ADDRESS 1330 Poinsettia Lane PROJECT NAME North Coast Calvary Chapel Building A The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes X] 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 X3 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 ) rf\l/\ ^ax Mail Telephone Fax In Person \J v X] REMARKS A. City to approve the useof the residential type hood above the stove in the kitchen B. City to approve the special inspection program See the form enclosed with the plans By Chuck Mendenhall Enclosures Esgil Corporation D GA £3 MB S EJ D PC 9/29/06 trnsmtldot EsGii Corporation In Partnership with government for (RuiUing Safety DATE 9/1/O6 J3-APRUQANT JURISDICTION City of Carlsbad a PLAN REVIEWER a FILE PLAN CHECK NO O61926 SET III PROJECT ADDRESS 1330 Poinsettia Lane PROJECT NAME North Coast Calvary Chapel Building A 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 XI The applicant's copy of the check list has been sent to Jim Thayer9891 Irvine Center Dr Suite 140 Irvine, CA 92618 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 Jim Thayer Telephones 949-831-8110 Date contacted °)/5/oCr>(by P*A) Fax # 949-951-2820 MaiP^'Telephone Fax •/ In Person REMARKS By David Yao Enclosures Esgil Corporation CD GA E3 MB IEl EJ D PC 8/25 trnsmtldot 9320 Chesapeake Drive, Suite 208 * San Diego, California 92123 * (858)560-1468 + Fax (858) 560-1576 City of Carlsbad O61926 9/1/06 RECHECK PLAN CORRECTION LIST JURISDICTION City of Carlsbad PLAN CHECK NO 061926 PROJECT ADDRESS 1330 Poinsettia Lane SET III DATE PLAN RECEIVED BY ESGIL CORPORATION 8/25 REVIEWED BY David Yao DATE RECHECK COMPLETED 9/1/06 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 recheckmg, 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 City of Carlsbad O61926 9/1/06 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 City to approve the special inspection program + ELECTRICAL PLAN REVIEW * 2002 NEC * PLAN REVIEWER- Morteza Beheshti 1. The #12 wire seems undersized for AC-3 unit. Also, it is undersized for panel GL. 2. Please correct the service outdoor enclosure NEMA rating on single line NEMA "3E" IS SPECIFIED? 3. Please detail the service equipment location NEC 110 26, 230 70 THE 4000 AMP SERVICE IS STILL NOT SHOWN ON PLANS? 4. Please specify the transformer(s) secondary ground and electrode termination. NEC 250.30 5 Please show all equipment on single line on floor plans NEC 110 26, 240 24, 300 21 PLEASE DETAIL TRANSFORMER "T1" LOCATION. THE ARCHITECTURAL SHEET A111 SHOWS THERE IS SHELVING THERE! ALSO, MATCH ALL NAMES FOR CLARITY. 6 Ploaso specify a GFI outlet at all attic HVAC oquipmont 7 Future pull box and 3/0 UFER in the infants room'?'? PLEASE SHOW THE SERVICE LOCATION AND PROVIDE A SCHEDULE PIPING GROUND BOND HAS NOT BEEN SPECIFIED. City of Carlsbad O61926 9/1/O6 • ENERGY CONSERVATION 8 Please provide completed lighting indoor and outdoor energy forms OUTDOOR FORMS HAVE NOT BEEN PROVIDED AT ALL? INTERIOR LIGHTING FORMS DO NOT ACCOUNT FOR ALL LUMINAIRES SHOWN ON THE LIGHTING PLANS. I.E., THERE ARE ABOUT 69 LUMINAIRE TYPE "A" AND ONLY 58 SHOWN ON THE ENERGY FORMS. 9. Provide automatic shut-off controls for lighting as per Title 24, Part 6, Section 10. Please provide the building lighting override switch(s). 11. Show the locations of daylight areas and the required daylight area lighting controls in these areas. Title 24, Part 6, Section 131(c). 12. Specify the following mandatory measures and provide the electrical design for the exterior lighting: o All outdoor luminaries with lamps rater over 100 watts must have a lamp efficacy of at least 60 lumens/watt or be controlled by a motion sensor, (mercury vapor & large incandescent do not comply) o Cut-off shielding for outdoor luminaries rated greater than 175 watts. o The method of providing automatic shut-off controls (and) 13. Include complete exterior site lighting calculations to show compliance with the maximum illumination levels for general site illumination and for specific lighting application locations 8/31. Please imprint OLTG-1-C on plans. The outdoor lighting energy forms will be checked when all other comments are being checked. Note: If you have any questions regarding this Electrical or Energy plan review list please contact Morteza Beheshti at (858) 560-1468 To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans PLUMBING and MECHANICAL CORRECTIONS PLAN REVIEWER: Eric Jensen 1 The licensed designer must sign the approved set of the plans PLUMBING (2000 UNIFORM PLUMBING CODE) 2 Identify the extent of the private sewer, water, and gas systems on the plumbing site plan Clearly specify, on the plans, which City Department is responsible for the permitting, plan check, and inspections for the private utility systems If private, the responsibility of the City Building Department, and under the Uniform Plumbing Code, provide complete civil site utility plans for plan check, or obtain a separate permit from the City for the civil site plans Forthcoming" City of Carlsbad O61926 9/1/06 3 Include the main and overflow roof drainage design Roof area, rainfall rate, pipe sizing, and drain locations on the plans UBC1506, UPC 1105 1 Provide the interior design Pipe sing, routing, and termination design MECHANICAL (2000 UNIFORM MECHANICAL CODE) 4 Provide complete kitchen hood plans, details, and calculations to show compliance with UMC, Chapter 5, Part II It appears that this facility will require a type I hood, please provide a complete design or justify the exemption form a type I hood Fire Department and Building Department review will be necessary for approval for the concept of installing a residential style appliance and residential hood in this facility Note: If you have any questions regarding this Plumbing and Mechanical plan review list please contact Eric Jensen at (858) 560-1468 To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans END OF DOCUMENT EsGil Corporation In (Partnership with government for (BuiCtfing Safety DATE 8/21/06 OAEEUCANT JURISDICTION City of Carlsbad a FILE PLAN CHECK NO 061926 SET II PROJECT ADDRESS 133O Poinsettia Lane PROJECT NAME North Coast Calvary Chapel Building A 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 Jim Thayer 9891 Irvine Center Dr Suite 140 Irvine, CA 92618 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 Jim Thayer Telephone # 949-831-8110 Date contacted gr(WoO(by F*,*) Fax # 949-951-2820 Matf-^ Telephone Fax—' In Person REMARKS By David Yao Enclosures Esgil Corporation D GA E| MB G3 EJ D PC 8/11 tmsmUdot 9320 Chesapeake Drive, Suite 208 * San Diego, California 92123 * (858)560-1468 + Fax (858) 560-1576 City of Carlsbad O61926 8/21/O6 RECHECK PLAN CORRECTION LIST JURISDICTION City of Carlsbad PLAN CHECK NO O61926 PROJECT ADDRESS 133O Poinsettia Lane SET II DATE PLAN RECEIVED BY ESGIL CORPORATION 8/11 REVIEWED BY David Yao DATE RECHECK COMPLETED 8/21/06 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 City of Carlsbad O61926 8/21/O6 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 City to approve the special inspection program 47 Provide a letter from the soils engineer confirming that the foundation plan, grading plan and specifications have been reviewed and that it has been determined that the recommendations in the soil report are properly incorporated into the plans (when required by the soil report) 4 ELECTRICAL PLAN REVIEW • 2002 NEC • PLAN REVIEWER: Morteza Beheshti 1. The #12 wire seems undersized for AC-3 unit. Also, it is undersized for panel GL. 2. Please correct the service outdoor enclosure NEMA rating on single line NEMA "3E" IS SPECIFIED? 3. Please detail the service equipment location NEC 110 26, 230 70 THE 4000 AMP SERVICE IS STILL NOT SHOWN ON PLANS? 4. Please specify the transformer(s) secondary ground and electrode termination. NEC 250.30 5 Please show all equipment on single line on floor plans NEC 110 26, 240 24, 300 21 PLEASE DETAIL TRANSFORMER "T1" LOCATION. THE ARCHITECTURAL SHEET A111 SHOWS THERE IS SHELVING THERE! ALSO, MATCH ALL NAMES FOR CLARITY. 6 Please specify a GFI outlet at all attic HVAC oquipmont City of Carlsbad 061926 8/21/O6 7 Future pull box and 3/0 UFER in the infants room'?'? PLEASE SHOW THE SERVICE LOCATION AND PROVIDE A SCHEDULE. PIPING GROUND BOND HAS NOT BEEN SPECIFIED. • ENERGY CONSERVATION 8 Please provide completed lighting indoor and outdoor energy forms OUTDOOR FORMS HAVE NOT BEEN PROVIDED AT ALL? INTERIOR LIGHTING FORMS DO NOT ACCOUNT FOR ALL LUMINAIRES SHOWN ON THE LIGHTING PLANS. I.E., THERE ARE ABOUT 69 LUMINAIRE TYPE "A" AND ONLY 58 SHOWN ON THE ENERGY FORMS. 9. Provide automatic shut-off controls for lighting as per Title 24, Part 6, Section 10. Please provide the building lighting override switch(s). 1 1 . Show the locations of daylight areas and the required daylight area lighting controls in these areas. Title 24, Part 6, Section 131(c). 12. Specify the following mandatory measures and provide the electrical design for the exterior lighting: o All outdoor luminaries with lamps rater over 100 watts must have a lamp efficacy of at least 60 lumens/watt or be controlled by a motion sensor, (mercury vapor & large incandescent do not comply) o Cut-off shielding for outdoor luminaries rated greater than 1 75 watts. o The method of providing automatic shut-off controls (and) 13. Include complete exterior site lighting calculations to show compliance with the maximum illumination levels for general site illumination and for specific lighting application locations. Note: If you have any questions regarding this Electrical or Energy plan review list please contact Morteza Beheshti at (858) 560-1468 To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans PLUMBING and MECHANICAL CORRECTIONS PLAN REVIEWER: Eric Jensen 1 The licensed designer must sign the approved set of the plans PLUMBING (2000 UNIFORM PLUMBING CODE) 2 Identify the extent of the private sewer, water, and gas systems on the plumbing site plan Clearly specify, on the plans, which City Department is responsible for the permitting, plan check, and inspections for the private utility systems If private, the City of Carlsbad 061926 8/21/O6 responsibility of the City Building Department, and under the Uniform Plumbing Code, provide complete civil site utility plans for plan check, or obtain a separate permit from the City for the civil site plans "Forthcoming" 3 Include the mam and overflow roof drainage design Roof area, rainfall rate, pipe sizing, and dram locations on the plans UBC1506, UPC 1105 1 Provide the interior design Pipe sing, routing, and termination design MECHANICAL (2000 UNIFORM MECHANICAL CODE) 4 Provide complete kitchen hood plans, details, and calculations to show compliance with UMC, Chapter 5, Part II It appears that this facility will require a type I hood, please provide a complete design or justify the exemption form a type I hood Fire Department and Building Department review will be necessary for approval for the concept of installing a residential style appliance and residential hood in this facility Note: If you have any questions regarding this Plumbing and Mechanical plan review list please contact Eric Jensen at (858) 560-1468 To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans END OF DOCUMENT EsGil Corporation. *In (Partnership with government for <Bwfding Safety * DATE 7/21/06 a APPLICANT JURISDICTION City of Carlsbad 6 PLAN REVIEWER a FILE PLAN CHECK NO 061926 SET I PROJECT ADDRESS 1330 Poinsettia Lane PROJECT NAME North Coast Calvary Chapel Building A 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 XI 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 [XI The applicant's copy of the check list has been sent to Jim Thayer 9891 Irvine Center Dr Suite 140 Irvine, CA 92618 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 Jim Thayer Telephone # 949-831-8110 Date contacted $ fay"* (by/tp ) Fax # '/* /Mail Telephone ^/ Fax^/ In Person REMARKS By David Yao Enclosures Esgil Corporation D GA [X] MB [X] EJ D PC 7/11 trnsmtldot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858)560-1468 * Fax (858) 560-1576 •* City of Carlsbad 061926 7/21/06 PLAN REVIEW CORRECTION LIST COMMERCIAL PLAN CHECK NO 061926 OCCUPANCY A2 1/E-3/B TYPE OF CONSTRUCTION II-FR JURISDICTION City of Carlsbad USE gym /day care/office ACTUAL AREA 12600/1028/5049 ALLOWABLE FLOOR AREA see plan STORIES 2 HEIGHT SPRINKLERS'? Y REMARKS DATE PLANS RECEIVED BY JURISDICTION DATE INITIAL PLAN REVIEW COMPLETED 7/21/O6 OCCUPANT LOAD DATE PLANS RECEIVED BY ESGIL CORPORATION 7/11 PLAN REVIEWER David Yao 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 ordinances enforced 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 Code sections cited are based on the 1997 UBC 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. City of Carlsbad 061926 7/21/06 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 • PLANS 1 Provide a statement on the Title Sheet of the plans stating that this project shall comply with the 2001 editions of the California Building/Plumbing/Mechanical Codes and the 2004 edition of the California Electrical Code, which adopt the 1997 UBC, 2000 UMC, 2000 UPC and the 2002 NEC 2 Provide a note on the plans indicating if any hazardous materials will be stored and/or used within the building which exceed the quantities listed in UBC Tables 3-D and 3-E 3 When special inspection is required, the architect or engineer of record shall prepare an inspection program which shall be submitted to the building official for approval prior to issuance of the building permit Please review Section 106 3 5 Please complete the attached form 4 Sheet A301 was not included in the set • SITE PLAN 5 Clearly dimension building setbacks from property lines, street centerlmes, and from all adjacent buildings and structures on the site plan 6 Provide a statement on the site plan stating "All property lines, easements and buildings, both existing and proposed, are shown on this site plan " City of Carlsbad 061926 7/21/06 • FIRE-RESISTIVE CONSTRUCTION 7 The details of the fire-resistive construction on sheet A503 shall be referenced from section and floor plan with UBC item #, gypsum # or UL# to justify it The details shall be clearly specified the fire rating on the detail and comply with table 6-A and 5-A of UBC 8 Detail how one-hour fire-resistive wall construction is maintained at built-in wall fixtures and behind mailboxes, fire extinguisher cabinets, electric panels exceeding 16 square inches in area, etc Section 709 7 9 Detail how fire-resistive wall and ceiling protection will be maintained at all duct penetrations such as at bathroom and kitchen hood fans, laundry room fans and dryer vents Also detail recessed light fixtures Sections 709, 710 10 Fire dampers shall be installed per Section 713 11 at all ducted or unducted air openings at penetrations of a) Ceilings of fire-resistive floor-ceiling assemblies or roof-ceiling assemblies b) Building exteriors required to have protected openings by Section 503 c) Occupancy separation walls d) The fire-resistive construction of corridors serving as a means of egress e) Shaft enclosures 11 Smoke dampers shall be installed per Section 713 10 at all ducted or unducted air openings at penetrations of a) Occupancy separation walls b) The fire-resistive construction of corridors serving as a means of egress c) Shaft enclosures 12 If smoke dampers are required, the plans shall show the locations of the smoke detectors (installed in accordance with the Fire Code) listed in the options of Section 713 10 of the UBC 13 Provisions in Chapter 7 require special treatment of penetrations at fire-resistive assemblies Provide typical details on the plans showing how the fire-resistive integrity will be maintained at the following conditions (Include the manufacturers' names and ICBO numbers (or equal) for any sealant) THROUGH-PENETRATIONS (through the entire assembly) Fire-resistive walls shall have penetrations protected with through-penetration fire stops having an F-ratmg, T-ratmg or complying with UBC Standard 7-1, depending on their locations, sizes and combustibility Fire resistive floor/ceiling assemblies shall have penetrations protected with through-penetration fire stops having and F-ratmg, T-ratmg or complying with UBC Standard 7-1, depending on their sizes, combustibility and whether the penetrations are in walls above MEMBRANE-PENETRATIONS (through only one side of an assembly) City of Carlsbad O61926 7/21/O6 Fire-resistive walls shall have penetrations protected with membrane-penetration fire stops having an F-ratmg or complying with UBC Standard 7-1, depending on their size and combustibility Limited steel electrical outlet boxes (not exceeding 16sq in , nor more than 100 sq in foranylOOsq ft of wall) require no protection Fire-resistive floors or ceilings having penetrations shall comply with Section 710 NOTE The plans should indicate the various fire-stop ratings required for all penetrations 14 Provide a note on the plans stating "Penetrations of fire-resistive walls, floor- ceilmgs and roof-ceilings shall be protected as required in UBC Sections 709 and 710" 15 Clearly identify location and hourly fire-resistive rating of vertical shafts on the plans Provide construction details showing location of fire dampers and how fire resistivity will be maintained at floors and roofs Section 711 16 Fire-resistive exterior wall construction shall be maintained through attic areas or other areas containing concealed spaces Section 709 3 1 17 Detail column fire protection and specify column impact protection in garage areas per Section 704 2 5 As a minimum, show a 22 ga steel jacket around each column to a height of 3 feet above the ground for impact protection 18 Structural members such as beams supporting more than one floor or roof must be individually fire protected (Section 704 2 6) Detail required protection (if applicable) 19 Clearly label and identify on the plans the fire-resistive corridors, area separation walls, shafts, occupancy separation walls and floors, exit courts less than 10 feet wide and exit enclosures, along with their hourly ratings Section 106 3 3 • OCCUPANCY SEPARATION 20 A 1-hour occupancy separation is required between the E occupancy and the B occupancy Table 3-B, Section 302 2 (See exceptions in Section 302) 21 Ducts penetrating occupancy separations must have smoke and fire dampers Sections 713 10 and 713 11 • EXITS 22 Note on the plans "All exits are to be openable from inside without the use of a key or special knowledge " In lieu of the above, in a Group B, F, M or S occupancies, you may note "Provide a sign on or near the exit door, reading THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS " This signage is only allowed at the mam exit Section 1003 3 1 8 City of Carlsbad 061926 7/21/06 23 Exit doors from Group A, E, occupancies shall not be provided with a latch or lock unless it is panic hardware Section 1007 24 Regardless of occupant load, a floor or landing not more than 1 inch (1/2-inch if disabled access is required) below the threshold is required on each side of an exit door Section 1003 3 1 6 . STAIRWAYS 25 A minimum headroom clearance of 6'-8" for stairways should be indicated on the plans Section 1003 334 Note that this is from a plane tangent to the stairway tread nosing • CORRIDORS 26 Corridors shall have walls and ceilings of one-hour construction Show compliance 27 Corridors shall have interior door openings protected by tight-fitting smoke and draft control assemblies rated 20 minutes Doors shall be maintained self-closing or be automatic closing by action of a smoke detector per Section 713 2 Doors shall be gasketed to provide a smoke and draft seal where the door meets the stop on sides and top Section 1004 34321 (door 22?. pass-thru counter?) 28 Duct penetrations of fire-rated corridor construction shall have smoke and fire dampers per Sections 713 10 and 713 11 29 Fire rated corridors are not to be used to convey air to or from rooms UMC Section 601 1 1 30 Provide a complete architectural section of the corridor, showing all fire-resistive materials and details of construction for all floor, walls, roof and all penetrations Section 1004 34 31 If a room with an exhaust fan has a door opening into a rated corridor, show how makeup air will be provided to the room The door cannot be undercut, nor can a louver in the door be provided Section 1004 34321 • EXIT SIGNS 32 Exit signs are required whenever two exits are required Show all required exit sign locations Section 1003 282 33 If exit signs are required, provide the following notes on the plans, per Section 1003282 City of Carlsbad 061926 7/21/06 a) Exit signs shall be located as necessary to clearly indicate the direction of egress travel No point shall be more than 100 feet from the nearest visible sign b) Exit signs shall be readily visible from any direction of approach 34 Show two sources of power for the lamps at exit signs Section 1003 285 35 Show that exits are lighted with at least one foot candle at floor level Section 1003292 36 Show separate sources of power for exit illumination (Occupant load exceeds 99) Section 1003292 • MISCELLANEOUS LIFE/SAFETY 37 Note on the plans that suspended ceilings shall comply with UBC Tables 25-A and 16-O 38 Note on the plans that new water closets and associated flushometer valves, if any, shall use no more than 1 6 gallons per flush and shall meet performance standards established by the American National Standards Institute Standard A112 19 2 H & S Code, Section 17921 3(b) 39 Urinals and associated flushometer valves, if any, shall use no more than one gallon per flush and shall meet performance standards established by the American National Standards Institute Standard A112192 H&S Code, Section 17921 3(b) • TITLE 24 DISABLED ACCESS 40 Provide notes and details on the plans to show compliance with the enclosed Disabled Access Review List Disabled access requirements may be more restrictive than the UBC Group A, E Occupancies Special Provisions 41 An approved fire alarm system should be installed as set forth in the Fire Code provisions for Group A, Division 1, 2 and 2 1 Occupancies (Section 303 9) 42 An approved fire alarm system (activated by the sprinkler or detection system) should be provided for Group E Occupancies with an occupant load of 50 or more persons (Section 305 9) City of Carlsbad 061926 7/21/O6 • FOUNDATION 43 Provide a copy of the project soil report prepared by a California licensed architect or civil engineer The report shall include foundation design recommendations based on the engineer's findings and shall comply with UBC Section 1804 44 In Seismic Zone 4, each site shall be assigned a near-source factor Identify this value in the soils report and on the plans Section 1629 4 2 45 Specify on the foundation plan or structural specifications sheet the soil classification, the soils expansion index and the design bearing capacity of the foundation Section 106 3 3 46 Investigate the potential for seismically induced soil liquefaction and soil instability in seismic zones 3 and 4 Section 1804 5 47 Provide a letter from the soils engineer confirming that the foundation plan, grading plan and specifications have been reviewed and that it has been determined that the recommendations in the soil report are properly incorporated into the plans (when required by the soil report) 48 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 comply with the intent of the soils report " 49 Note on plans that surface water will dram away from building and show drainage pattern Section 1804 7 50 Show adequate footings under all bearing walls and shear walls Section 1806 3 (Provide complete calculation to justify all the footings shown on the foundation plan Some of the footings underneath the frames have calculation ) • STRUCTURAL 51 Sheet 13 of the calculation shows W30x99 beam The plan appears to not show it (not use?) 52 The connections for all trusses (4, 7, 8/S505) shall be clearly specified on the plan with calculation to justify it 53 Provide calculation to show top chord of the trusses can support the combine bending and axial force City of Carlsbad 061926 7/21/06 54 Sheet 50 of the calculation shows connection for the truss to the support The plan appears to show different information Please check 55 Sheet 51 of the calculation shows beam 12 span 8 feet The framing plan appears to show beam 12 span 12 feet Please check (different beam size'?) 56 Sheet 53, 54 of the calculation shows connections fro beam 16, 8-1" A409 bolts, base plate, anchor bolt etc The plan appears to not show it Please check 57 Sheet 55 of the calculation shows beam 18 is W14x30 The framing plan shows W 14x22 Please check 58 Provide schematic to show the location of each section-mam bldg, tower etc and the line of resistance The lateral force appears to not quite complete Provide more detail calculation to show how the lateral force distribute to each line and each frames 59 Provide more detail calculation to show all the frames are adequate (member size, connections, footings etc) 60 Provide more detail calculation to show the connection for the moment frames comply with UBC 2213 6 (omega factor'?) 61 Specify nail size and spacing for all floor and roof diaphragms 62 Sheet 62 of the calculation shows the numbers of the screws in the strap and other connection for shear brace K What about the member sizes'? Please clarify 63 Sheet 67, 72 of the calculation shows the frame along line A , appears to not match the frame 9, 3 Please clarify 64 Sheet 78 of the calculation shows the S/HD8 at each end of brace M along line 5 5 The plan appears to not show it Please check 65 Sheet 87, 88 of the calculation shows frame 5 that did not match 5/S506 Please clarify 66 Sheet 93 of the calculation shows frame #6 requires W 14x38 column and beam The plan shows W14x30 Please check • ADDITIONAL 67 Please refer to the following corrections fro mechanical, plumbing, electrical and energy items City of Carlsbad O61926 7/21/06 68 To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i e , plan sheet, note or detail number, calculation page, etc 69 Please indicate here if any changes have been made to the plans that are not a result of corrections from this list If there are other changes, please briefly describe them and where they are located in the plans Have changes been made to the plans not resulting from this correction list? Please indicate a Yes a No 70 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 David Yao at Esgil Corporation Thank you PLUMBING and MECHANICAL CORRECTIONS PLAN REVIEWER: Eric Jensen 1 The licensed designer must sign the approved set of the plans PLUMBING (2000 UNIFORM PLUMBING CODE) 2 Provide the site plumbing plans showing the locations of the gas and water meters, the sizes, routes, and slopes for both the sewer and storm drainage system, and the site gas and water supply piping 3 Identify the extent of the private sewer, water, and gas systems on the plumbing site plan Clearly specify, on the plans, which City Department is responsible for the permitting, plan check, and inspections for the private utility systems If private, the responsibility of the City Building Department, and under the Uniform Plumbing Code, provide complete civil site utility plans for plan check, or obtain a separate permit from the City for the civil site plans 4 Please show the upstream sewer manhole rim and finished floor elevations Provide backwater valves on all building drains which serve plumbing fixtures with flood rim elevations below the upstream manhole rim elevations (Only fixtures with flood rim levels below the upstream manhole rim elevation may flow through a backwater valve ) UPC 7101 5 Include the vent for the grease interceptor on the first floor sewer plans, if appropriate City of Carlsbad 061926 7/21/06 6 Include clean outs where required for the "future" stub outs 7 Trace the water heater flue from the water heater to the termination and describe e how the floor/ceiling and roof/ceiling rated assemblies are maintained 8 Include the mam and overflow roof drainage design Roof area, rainfall rate, pipe sizing, and dram locations on the plans UBC1506, UPC 1105 1 MECHANICAL (2000 UNIFORM MECHANICAL CODE) 9 Review the locations of the occupancy separations and "future" occupancy separations on the architectural plans and revise the mechanical system (primarily dampers) accordingly 10 Review the architectural design details for the roof/ceiling and floor/ceiling assemblies on sheet A 503 and provide damper protection as required for supply and return registers and exhaust and outside air ducts Unfortunately the architectural sections sheet A301 was not included with this submittal and may resolve many of the locations (For example, SFD dampers are installed in room 101, but not in the rooms directly north of 101 ? Without the sections, I don't know why? 11 Include how the different areas of the roof are to be accessed If by interior attic walkways, detail on the architectural the physical and location description of the pathway Include any special considerations such as occupancy or area separation walls 12 Provide complete kitchen hood plans, details, and calculations to show compliance with UMC, Chapter 5, Part II It appears that this facility will require a type I hood, please provide a complete design or justify the exemption form a type I hood Note- If you have any questions regarding this Plumbing and Mechanical plan review list please contact Eric Jensen at (858) 560-1468 To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans City of Carlsbad 061926 7/21/06 ELECTRICAL PLAN REVIEW • 2002 NEC • PLAN REVIEWER: Morteza Beheshti 1 All electrical sheets of the plans are required to be signed by the California licensed engineer responsible for the plan preparation Please include the California license number, seal, date of license expiration and the date the plans are signed Business and Professions Code 2 Please change all references the NEC code cycle date to 2002 3 The #12 wire seems undersized for AC-3 unit Also, it is undersized for panel GL 4 Please correct the service outdoor enclosure NEMA rating on single line 5 Please detail the service equipment location NEC 11 0 26, 230 70, 250 32 6 Please specify the transformer(s) secondary ground and electrode termination NEC 250 30 7 Please show all equipment on single line on floor plans NEC 1 10 26, 240 24, 30021 8 Please specify a GFI outlet at all attic HVAC equipment 9 Please specify provide a minimum of 1 foot-candle of emergency illumination at the floor level and specify a second source of power for the emergency illumination (battery or generator) UBC 1003 2 9 2 & NEC 700 16 10 Future pull box and 3/0 UFER in the infants room'?'? • ENERGY CONSERVATION 1 1 Please provide completed lighting indoor and outdoor energy forms 12 Provide automatic shut-off controls for lighting as per Title 24, Part 6, Section 131 (d) 13 Please provide the building lighting override switch(s) 14 Show the locations of daylight areas and the required daylight area lighting controls in these areas Title 24, Part 6, Section 131(c) City of Carlsbad O61926 7/21/06 15 Specify the following mandatory measures and provide the electrical design for the exterior lighting o All outdoor luminaries with lamps rater over 100 watts must have a lamp efficacy of at least 60 lumens/watt or be controlled by a motion sensor (mercury vapor & large incandescent do not comply) o Cut-off shielding for outdoor luminaries rated greater than 175 watts o The method of providing automatic shut-off controls (and) 16 Include complete exterior site lighting calculations to show compliance with the maximum illumination levels for general site illumination and for specific lighting application locations 17 The envelope designer, mechanical engineer and the author must sign the imprinted ENV-1-C forms Note: If you have any questions regarding this Electrical or Energy plan review list please contact Morteza Beheshti at (858) 560-1468 To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans DISABLED ACCESS REVIEW LIST DEPARTMENT OF STATE ARCHITECT TITLE 24 SITE PLAN REQUIREMENTS When more than one building or facility is located on a site, accessible routes of travel shall be provided between buildings and accessible site facilities, per Section 1127B1 ACCESSIBLE PARKING How many parking spaces are allocated for this building? Show on the site plan the required number of accessible parking spaces for new facilities Per Table 11B-7 the minimum number of spaces is a) 1 for each 25 spaces up to 100 total spaces b) 1 additional space for each 50 spaces for between 101 and 200 total spaces City of Carlsbad O61926 7/21/O6 c) 1 additional space for each 100 spaces for between 201 and 500 total spaces d) For between 501 and 1000 total spaces, a minimum of 2% of the total number of spaces is required e) For greater than 1000 spaces, 20 plus 1 for each additional 100 spaces 3 Show that a bumper or curb is to be provided, and located at each space, to prevent encroachment of cars into the required width of walkways, per Section 1129B43 ENTRANCES AND CIRCULATION Elevator access must be provided to upper and lower levels, unless it can be shown that an exception in Section 1103B 1 is applicable (office at first floor) Floors of a given story shall be a common level throughout, or shall be connected by pedestrian ramps, elevators or lifts Section 1120B 1 (platform and green room) GROUP A OCCUPANCIES 6 Note that assistive listening device systems shall be installed in the following use areas for people with hearing impairments, per Section 1104B 2, a) Assembly areas b) Conference and meeting rooms c) Similar areas d) The number of personal receivers required to be available shall be equal to 4% of the total seats provided, but ^ 7 Note on the plans that proper signage indicating the presence of assistive listening devices shall be posted in a prominent place, per Section 1104B 2 4 8 Provide plans to show that a permanent assistive listening device system is provided, per Section 1104B 2 6 for areas with fixed seating and an occupant load of>50 9 Provide plans to clearly show that accessible seating is provided and noted as follows, per Section 1104B 3 1 a) Seating and toilet facilities in public amusement and/or resort areas shall be provided in a variety of locations such that a choice of admission prices and sightlmes is available b) Show a minimum of accessible seats as follows, i) >4 but 526 total seats = >1 ii) >27 but 5§0 total seats = 2 in) >51 but sSOO total seats = 4 City of Carlsbad 061926 7/21/06 iv) >301 but ^00 total seats = 6 v) >500 total seats = 1 additional seat for each additional 100 seats c) >1% of all fixed seats shall be aisle seats with either no armrests, removable or folding armrests on the aisle side d) Each accessible seat shall be identified by a sign or marker and the availability shall be posted at the ticket office e) Seating capacity shown is >300, show i) Wheelchair space at more than one location n) Provide a companion seat next to each space f) Readily removable seats may be installed in wheelchair spaces when not required to accommodate wheelchair users g) Show >1 % (with minimum of 2 seats) for semiambulant persons with >24" clear space in front of the seats h) Show minimum clear space for wheelchairs, per Section 1104B 3 6 i) Floor surface is required to be slip resistant j) Accessible viewing positions may be clustered on levels providing accessible egress in balconies and other areas with <300 occupants and seating slopes &%, per Section 1104B 3 5 10 Show an accessible route connecting wheelchair seating locations with performing areas, per Sections 1104B 3 10 through 1104B 3 12, including a) Stages b) Arena floors c) Dressing rooms d) Other spaces used by performers 11 Provide plans to show that the proposed religious facility is made accessible, pr Section 1104B 6, as follows a) The sanctuary area shall provide wheelchair seating spaces b) Wheelchair access shall be provided to i) Raised platforms n) Performing areas in) Other similar areas c) Show that assembly areas, including enclosed and unenclosed platforms and stages, are accessible d) Assistive listening devices are required to be provided END OF DOCUMENT City of Carlsbad O61926 7/21/06 City of Carlsbad Building Department BUILDING DEPARTMENT NOTICE OF REQUIREMENT FOR SPECIAL INSPECTION Do Not Remove From Plans Plan Check No 061926 Job Address or Legal Description 133O Poinsettia Lane 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) DEC-12-2006 TUE 12:02 PM NO. COAST CALVARY CHAPEL FAX NO. 7609290169 SPECIAL INSPECTION PROGRAM/ ADDRESS OR LEGAL DESCRIPTION: /3SO P. 02 PLAN CHECK NUMBER:OWNER'S NAME: I, as tlie 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 inspectors) as required by the 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 architect/engineer 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. --7 Architect's/Engineer's Seal and Signature required' Signed 1. List of work requiring special insp -Y ection: D » D /-- J A.-^ B. C. 3. A. B. C. Soils Compliance Prior to Foundation Inspection Structural Concrete over 2500 PSI Prestressed Concrete Structural Masonry Designer Specified D "G&. D Field Welding High Strength Bolting Expansion/Epoxy Anchors Sprayed-On Fireproofing Other Name(s) of individual(s) or firm(s) responsible for the special inspection listed above- l?Jrt\ Wii^rz % MT^L 7313 Duties of the special inspectors for the work listed above: TP ftrcWc-T k P Special Inspectors shall check in with the City and present their credentials for approval pnorto beginning work on the job site L06 Sep 14 11 23 AM Timeless Architecture 949 831 8110 '' City of Carlsbad 061926 7/21/06 \ SPECIAL INSPECTION PROGRAM 3/7 ADDRESS OR LEGAL DESCRIPTION |g>SO !Pbik^E'CT\4 PLAN CHECK NUMBER C6 -Ck-\°QL OWNER'S NAME MogfA I, as the owner, or agent of the owner (contractors may not employ the special inspector), certify that 1, or4ho--orcnitoct/tDngioaer of rooerd, will be responsible for employing the special inspectors) 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 s.ite bsted above Signed List of work requiring special inspection Soils Compliance Prior to Foundation Inspection 0^ Field Welding [v}-' Structural Concrete Over 2500 PSI & High Strength Bolting B Prestressed Concrete [J Expansion/Epoxy Anchors Structural Masonry 0"sprayed-0n Rreproofmg n Designer Specified [3 Other __ 2. Name(s) of individuals) or firm(s) responsible for the special inspection's listed above* 3 Duties of the special inspectors for the work listed above: E: MTfe t O\gQl jtoD SfA.CuJT> OF t^rrr Specil mspactofs shall check In with the City and present their credentials for approval pngrfo beginning work on the job $ite f vn\]\<3> 700"ELc >rn -n^\l\5?ftp25 $£ z?Iii »—4 Z § \|N 7> C ro -*THv z" m6n\ zr Rvc^?Fe5jn> OS7) 70 T ~Rj °~< 70 n\Q c> ftTO -\•—* T\ *—^n\o n\ S70 \l\ Z O >70m nv 70 m 2 2, 14 $8 $ 2O-\-\ \n \r\ss ss O >z 0 t ~\ tx Szz23r^n ^"^*c rO v—* m -\ > K > vR -\ n\ City of Carlsbad 061926 7/21/06 VALUATION AND PLAN CHECK FEE JURISDICTION City of Carlsbad PLAN CHECK NO 061926 PREPARED BY David Yao DATE 7/21/O6 BUILDING ADDRESS 133O Poinsettia Lane BUILDING OCCUPANCY A2 1/E-3/B TYPE OF CONSTRUCTION II-FR BUILDING PORTION church office scfiSol "~ Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code AREA (Sq Ft) 12600 5049 1«28 cb Bkta Permit Fee bv Ordinance 'v Valuation Multplier 10975 11862 — t23-es By Ordinance Reg Mod v VALUE ($) 1,382,850 598 912 126,495 2,108,258 $5,31390) _I997 UBC Plan Check Fee Type of Review D Repetitive Fee w ] Repeats Comments Complete Review D Other r-i Hourly Structural Only Hour* Esgil Plan Review Fc $3,454 04 $2,975 78 Sheet 1 of 1 macvalue doc TOO/ TOO LO 02 OQOZ 91 TOT City of Carlsbad ^r '••W^PHB^BWi^MVi^HHB^BP'^HHVB^HHB^^IHB^BHPublic Works — Engineering DATE BUILDING ADDRESS PROJECT DESCRIPTION ASSESSOR'S PARCEL NUMBER BUILDING PLANCHECK CHECKLIST A> CD ^ PLANCHECK NO CB 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 conformance 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 D A Right-of-Way permit is required prior to construction of the following improvements DENIAL Please se>--the attached report of deficiencies marked wmjb^Make necessary corrections to plans or specifjcalions for compliance with applicable codes and standards Submit corrected plans and/or specifications to this office for review Only the applicable sheetsjiave been sent Date Date DateBy By HORIZATION TO ISSUE BUILDING PE Date FOR OFFICIAL JUSE ONLY ATTACHMENTS D Dedication Application U Dedication Checklist D Improvement Application D Improvement Checklist D Neighborhood Improvement Agreement D Grading Permit Application D Grading Submittal Checklist D Right-of-Way Permit Application [] Right-of-Way Permit Submittal Checklist and Information Sheet ENGINEERING DEPT CONTACT PERSON Name KATHLEEN M FARMER City of Carlsbad Address 1635 Faraday Avenue Carlsbad CA 92008 Phone (760) 602-2741 NOTE If there are retaining walls associated with your project, please check with the Building Department if these walls need to be pulled by separate RETAINING WALL PERMIT A-4 , CA 9200(8-7314 • (760) 602-2720 • FAX (760) 60@»3&62 BUILDING PLANCHECK CHECKLIST Provide a fully dimensioned site plan drawn to scale Show A B C D E North Arrow Existing & Proposed Structures Existing Street Improvements Property Lines (show all dimensions) Easements F G H I D 2 Show on site plan \d\JuL Right-of-Way Width & Adjacent Streets Driveway widths Existing or proposed sewer lateral Existing or proposed water service Existing or proposed irrigation service A • Orf&Atnt-di <7\^cl^.c ^ pla^* * 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 swale 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 D Sewer and water laterals should not be located within proposed driveways, per standards D D D 3 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 Show all existing use of SF and new proposed use of SF Example Tenant Improvement for 3500 SF of warehouse to 3500 SF of office Kig Plancheck CWst Form (Generic) doc . ST BUILDING PLANCHECK CHECKLIST ISCRETIONARY APPROVAL COMPLIANCE 4a Project does not comply with the following Engineering Conditions of approval for Project No £6VcU£uiwA C ia ^ fiJ-^ft-K^ UJ a&u. CH CH 4b All conditions are in compliance Date DEDICATION REQUIREMENTS D O 5 Dedication for all street Rights-of-Way adjacent to the building site and any storm dram or utility easements on the building site is required for all new buildings and for remodels with a value at or exceeding $ 17.000 . pursuant to Carlsbad Municipal Code Section 18 40 030 Dedication required as follows C r^'u/^v A 0 (r .ch Dedication required Please have a registered Civil Engineer or Land Surveyor prepare the appropriate legal description together with an 8 V£" 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 $ 82,000 . pursuant to Carlsbad Municipal Code Section 1840040 Public improvements required as follows [) Attached please find an application form and submittal checklist for the public y 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 F \FarniertKATHVTMASTERSlBuikJing Planctiec* Cklsl Form (Generic) doc BUILDING PLANCHECK CHECKLIST 1ST D ND2D RD3'D 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 1840 Please submit a recent property title report or current grant deed on the property and processing fee of $ 400 00 so we may prepare the necessary Neighborhood Improvement Agreement This agreement must be signed, notarized and approved by the City prior to issuance of a Building permit Future public improvements required as follows D D D D D 6c Enclosed please find your Neighborhood Improvement Agreement Please return agreement signed and notarized to the Engineering Department Neighborhood Improvement Agreement completed by Date 6d No Public Improvements required SPECIAL NOTE Damaged or defective improvements found adiacent 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 D D D 7a Inadequate information available on Site Plan to make a determination on grading requirements Include accurate grading quantities in cubic yards (cut, fill import, export and remedial) This information must be included on the plans y^(A D D 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 ) F \Farmer\KATHlAMASTERS\Biiilding Plancheck Cklsl Form (Generic) doc BUILDING PLANCHECK CHECKLIST 3RD n D D 7d No Grading Permit required n D D 7e If grading is not required, write "No Grading" on plot plan MISCELLANEOUS PERMITS D D D 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 dram, sewer and water utilities Right-of-Way permit required for _ D D 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 Cammo 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 NPDES PERMIT D D D 10a Storm Water Requirements Applicability Checklist Completed D D D 10b Priority Determination and compliance D Priority Project D Subject to Standard Permanent Storm Water BMP's D Exempt D 11 ^-"En^equired fees are attached D No fees required WATER METER REVIEW D D D 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 F \Farmer\KATHY\MASTERS\Buikling Plancheck Cklst Form (Generic) doc ,ST -,ND 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 STA1+00 Install 2" service and 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 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 f vFarmer.Kattiy'.MASTERSVBuilding Plancheck Cklsl Farm (Generic) doc . ST BUILDING PLANCHECK CHECKLIST service boundary, the City intends on switching services/meters to a new recycled water line in the future D D 12c Irrigation Use (where recycled water is available) these irrigation 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 f; \FariTief\Kailiy\MASTEHS\Buiiding RlancMeck Cklsl Form (Generic) doc ENGINEERING DEPARTMENT FEE CALCULATION WORKSHEET D Estimate based on unconfirmed information from applicant D Calculation based on building plancheck plan submittal Address / ''D £ Prepared by t_i<£ EDU CALCULATIONSx~> * Types of Use C — -&C/ Types of Use ADT CALCULATIONSr* iTypes of Use t-^pCC Types of Use 'V *^r-ws»~* r B|dg Permit No O(o ~l"J 1/Le ^rj Date Checked by Date List types and square footages for all uses ^ <MCJ~\ (Sq Ft)/Umts /j?&T7 EDU's -> Sq Ft /Units EDU's List types and square footagp^ fnr all MQP.? <A&£-> /Sq^^pnjjnits / 0 W "7 / ADT's ^0^ Sq^Ft /Units ADT's FEES REQUIRED WITHIN CFD D YES (no bridge & thoroughfare fee in District #1 reduced Traffic Impact Fee) D NO D 1 PARK IN LIEU FEE FEE/UNIT PARK AREA & # X NO UNITS = $ D 2 TRAFFIC IMPACT FEE ADT s/UNITS X EE/A/DT ., D 3 BRIDGE AND THOROUGHFARE FEE (DIST #1 DIST #2 ^ DIST #3 ADT s/UNITS y/'yW * x FEE/ADT D 4 FACILITIES MANAGEMENT FEE UNIT/SO FT D 5 SEWER FEE jfa\ EDU s b>, , K. BENEFIT AREA EDU s -«_^ D 6 SEWER LATERAL ($2 500) D 7 DRAINAGE FEES PLDA_ ACRES ZONE X FEE/SO FT /UNIT = $ X FEE/EDU X fFEE/BDU, = $ HIGH /LOW X FEE/AC = $ D 8 POTABLE WATER FEES CODE CONNECTION FEE METER FEE SDCWA FEE IRRIGATION Word\Docs\Mlsforms\Fee Calculation Worksheet 1 of 2 January 12, 2005 O'Day Consultants Attn Keith Hansen Ste 100 2710 Loker Avenue Carlsbad, CA 92008 PROPOSED MINOR SUBDIVISION NO MS 04-02, NORTH COAST CALVARY CHAPEL A preliminary decision has been made, pursuant to Section 20 24 120 of the City of Carlsbad Municipal Code, to approve the tentative parcel map of the proposed minor subdivision subject to conditions that follow in this letter Unless specifically stated in the condition, all of the following conditions, upon the approval of this tentative parcel map, must be met prior to approval of a final parcel map General^ MS 04-02 is subject to the approval and conditions of CUP 04-05, HDP 04-01, CDP 04-03, GPA 04-16, ZC 04-12, LCPA 04-12 and SDP 04-02 Prior to hauling dirt or construction materials to or from any proposed construction site within this project, Developer shall apply for and obtain approval from, the City Engineer for the proposed haul route Developer shall submit to the City Engineer, a reproducible 24" x 36", mylar copy of the tentative map and a digital copy of said map (in AutoCAD format, latest version) reflecting the conditions approved by the final decision making body including any applicable coastal commission approvals The reproducible shall be submitted to the City engineer, reviewed and, if acceptable, signed by the City's project engineer and project planner prior to submittal of the building plans, final map, improvement or grading plans, whichever occurs first The digital file copy shall be submitted in a format as pproved by the City Engineer Developer shall and does hereby agree to indemnify, protect, defend and hold harmless the City of Carlsbad, its Council members, agents, officers, and representatives, from and against any and all liabilities, losses, damages, demands, claim and costs, including court costs and attorney's fees incurred by the City arising, directly or indirectly, from (a) City's approval and issuance of this tentative parcel map, (b) City's approval or issuance of any permit or action, whether discretionary or non-discretionary, in connection with the use contemplated herein, including an action filed within the time period specified in Government Code Section 66499 37 and (c) Developer's installation and operation of the facility permitted hereby, including without limitation, any and all liabilities arising from the emission by the facility of electromagnetic fields or other energy waves or emissions Developer shall install sight distance corridors at all street intersections in accordance with Engineering Standards The overhead clearance shall be adequately posted at the entrances to the parking structure and bridge The design and location of the sign is subject to the City Engineer's approval Bridge construction is subject to a building permit and shall be designed to support all possible vehicle loads, including but not limited to, the heaviest fire apparatus of seventy two thousand pounds (72,000 Ibs ) Fees/Agreements ^Developer shall cause property owner to execute and submit to the City Engineer for recordation the City's standard form Drainage Hold Harmless Agreement regarding drainage across the adjacent property 8 Prior to approval of any grading or building permits for this project, Developer shall cause Owner to give written consent to the City Engineer to the annexation of the area shown within the boundaries of the subdivision into the existing City of Carlsbad Street Lighting and Landscaping District No 1 and/or to the formation or annexation into an additional Street Lighting and Landscaping District Said written consent shall be on a form provided by the City Engineer V' Grading^ Prior to the issuance of a grading permit or building permit, whichever occurs first, Developer shall submit to the City Engineer proof that a Notice of Intention for the start of work has been submitted to the State Water Resources Control Board^ No grading for private improvements shall occur outside the limits of this approval unless Developer obtains, records and submits a recorded copy to the City Engineer a grading or slope easement or agreement from the owners of the affected properties If Developer is unable to obtain the grading or slope easement, or agreement, no grading permit will be issued In that case Developer must either apply for and obtain an amendment of this approval or modify the plans so grading will not occur outside the project and apply for and obtain a finding of substantial conformance from both the City Engineer and Planning Director Based upon a review of the proposed grading and the grading quantities shown on the tentative parcel map, a grading permit for this project is required Developer shall apply for and obtain a grading permit from the City Engineer prior to issuance of a building permit for the project Dedications/Improvements^-- Developer shall cause Owner to execute a covenant of easement for drainage as shown on the tentative parcel map The obligation to execute and record the covenant of easement shall be shown and recording information called out on the Parcel Map Developer shall provide City Engineer with proof of recordation prior to issuance of building permit Developer shall cause Owner to make an offer of dedication to the City and/or other appropriate entities for all public streets and other easements shown on the tentative parcel map The offer shall be made by a certificate on the parcel map and/or separate recorded document All land so offered shall be offered free and clear of all hens and encumbrances and without cost Streets that are already public are not required to be Page 2 of 9 MS 04-02 North Coast Calvary Chapel 11/18/04 reded icated Additional drainage easements may be required Developer shall dedicate and provide or install drainage structures, as may be required by the City Engineer, prior to or concurrent with any grading or building permit *^ Developer shall execute and record a City standard Subdivision Improvement Agreement to install and secure with appropriate security as provided by law, public improvements shown on the tentative parcel map and the following improvements including, but not limited to paving, base, signing & striping, sidewalks, curbs and gutters, guard rail on a portion of Pomsettia Lane, raised landscaped medians, grading, clearing and grubbing, installation of utilities, sewer lateral, water mam pipe, fire hydrants, street lights, retaining walls and reclaimed water, to City Standards to the satisfaction of the City Engineer The improvements are A Pomsettia Lane shall be improved to complete full Major Arterial standards (right-of-way width of 102 feet) within the subdivision boundary with transitions as required Off site transitional improvements shall include, but not be limited to, the left turn median on Pomsettia Lane extending to the intersection of Aviara Parkway and Pomsettia Lane B Aviara Parkway shall be improved to complete half-street Major Arterial standards (half-street right-of-way width of 51 feet) adjacent to the subdivision boundary, including a 400-foot deceleration lane as shown on the tentative ,, vA parcel map and modifying the median north of the intersection of Aviara .'•• Parkway and Camino De Las Ondas for a left turn lane C Water mains, fire hydrants and related appurtenances D Water services and sewer laterals E Developer shall design and install a fully actuated traffic signal, including all appurtenances and traffic signal interconnect conduit and cable, at the intersection of Aviara Parkway and Camino De Las Ondas to the satisfaction of the City Engineer The traffic signal shall not be installed until such time that written approval is received from the City Engineer The Developer may enter into a reimbursement agreement with the City for 50% of the construction cost A list of the above shall be placed on an additional map sheet on the Parcel Map per the provisions of Sections 66434 2 of the Subdivision Map Act Improvements listed above shall be constructed within 18 months of approval of the subdivision or development improvement agreement or such other time as provided in said agreement Developer shall have the entire drainage system designed, submitted to and approved by the City Engineer, to ensure that runoff resulting from 10-year frequency storms of 6 hours and 24 hours duration under developed conditions, are equal to or less than the runoff from a storm of the same frequency and duration under existing developed conditions Both 6 hour and 24-hour storm durations shall be analyzed to determine the detention basin capacities necessary to accomplish the desired results Prior to the issuance of grading permit or building permit, whichever occurs first, Developer shall submit for City approval a "Storm Water Pollution Prevention Plan (SWPPP)" The SWPPP shall be in compliance with current requirements and provisions established by the San Diego Region of the California Regional Water Quality Control Board and City of Carlsbad Requirements The SWPPP shall address measures to reduce to the maximum extent practicable storm water pollutant runoff during construction of the project At a minimum, the SWPPP shall Page 3 of 9 MS 04-02 North Coast Calvary Chapel 11/18/04 include all content as established by the California Regional Water Quality Control Board requirements, include the receipt of "Notice of Intent" issued by the California Regional Water Quality Control Board, recommend source control and treatment control Best Management Practices (BMPs) that will be implemented with this project to avoid contact or filter said pollutants from storm water to the maximum extent practicable before discharging to City right-of-way or natural drainage course, and establish specific procedures for handling spills and routine clean up Special considerations and effort shall be applied to employee education on the proper procedures for handling clean up and disposal of pollutants : Prior to the issuance of grading permit or building permit, whichever occurs first, Developer shall submit for City approval a Final "Storm Water Management Plan (SWMP)" The SWMP shall demonstrate compliance with the City of Carlsbad Standard Urban Stormwater Mitigation Plan (SUSMP), Order 2001-01 issued by the San Diego Region of the California Regional Water Quality Control Board and City of Carlsbad Municipal Code The SWMP shall address measures to avoid contact or filter said pollutants from storm water, to the maximum extent practicable, for the post-construction stage of the project At a minimum, the SWMP shall a identify existing and post-development on-site pollutants-of-concern, b identify the hydrologic unit this project contributes to and impaired water bodies that could be impacted by this project, c recommend source controls and treatment controls that will be implemented with this project to avoid contact or filter said pollutants from storm water to the maximum extent practicable before discharging to City right-of-way, d establish specific procedures for handling spills and routine clean up Special considerations and effort shall be applied to employee education on the proper procedures for handling clean up and disposal of pollutants, ^ e ensure long-term maintenance of all post construction BMPs in perpetuity, and } f identify how post-development runoff rates and velocities from the site will not exceed the pre-development runoff rates and velocities to the maximum extent practicable ^ Developer shall adjust the property boundary located at the northwest corner of Aviara Parkway and Pomsettia Lane to coincide with the easterly right-of-way boundary of Aviara Parkway as shown on the tentative parcel map Prior to approval of the boundary adjustment, the developer shall install or secure with appropriate security as provided by law for the installation of sidewalk along the portion of property that, prior to the adjustment, fronts the west side of Aviara Parkway Said sidewalk shall be installed in conformance with City of Carlsbad Standards Prior to building permit or grading permit issuance, whichever occurs first, developer shall have design, apply for and obtain approval of the City Engineer, for the structural section for the access aisles with a traffic index of 5 0 in accordance with City Standards due to truck access through the parking area and/or aisles with an ADT greater than 500 The structural pavement design of the aisle ways shall be submitted together with required R-value soil test information and approved by the City Engineer as part of the building or grading plan review whichever occurs first Developer shall incorporate into the grading/improvement plans the design for the project drainage outfall end treatments for any drainage outlets where a direct access road for maintenance purposes is not practical These end treatments shall be designed so as to Page 4 of 9 MS 04-02 North Coast Calvary Chapel 11/18/04 prevent vegetation growth from obstructing the pipe outfall Designs could consist of a modified outlet headwall consisting of an extended concrete spillway section with longitudinal curbing and/or radially designed rip-rap, or other means deemed appropriate, to the satisfaction of the City Engineer Prior to issuance of a building permit, the abandoned water lines identified in the easements described as items 2 and 7 on the tentative parcel map shall be removed The easements identified as Items 2, 3, 5, 7, 11, 12 and 14 on sheet one of the tentative parcel map shall be quitclaimed As identified in the "Transportation Analysis for North Coast Calvary Chapel in Carlsbad" dated September 24, 2004, there shall be sufficient and ample time between the Sunday Morning Services to minimize potential traffic conflicts as determined by the City Engineer Parcel Map Notes ^~—~Developer shall show on Parcel Map the net developable acres for each parcel 26 ^--Note(s) to the following effect(s) shall be placed on the map as non-mapping data A All improvements are privately owned and are to be privately maintained with the exception of the following 1 Curb, gutter and sidewalk on Aviara Parkway and Pomsettia Lane 2 Street pavement and median on Aviara Parkway and Pomsettia Lane 3 Deceleration Lane on Aviara Parkway 4 Onsite-Water mampipe and fire hydrants located within proposed Carlsbad Municipal Water District Easement 5 Sewer laterals and water service pipe located within the public right-of-way B Building permits will not be issued for development of the subject property unless the appropriate agency determines that sewer and water facilities are available —•'. ^ E No structure, fence, wall, tree, shrub, sign, or other object over 30 inches above the ' '. -.'f street level may be placed or permitted to encroach within the area identified as sight ' i|t distance corridors • <!\ f^ F Covenant of easement recording information "jl Special Confrtions ^ The Average Daily Trips (ADT) and floor area contained in the staff report and shown on the tentative parcel map are for planning purposes only Developer shall pay traffic impact and sewer impact fees based on Section 18 42 and Section 13 10 of the City of Carlsbad Municipal Code, respectively Carlsbad Municipal Water District Prior to approval of improvement plans or final map, Developer shall meet with the Fire Marshal to determine if fire protection measures (fire flows, fire hydrant locations, building sprinklers) are required to serve the project Fire hydrants, if proposed, shall be Page 5 of 9 MS 04-02 North Coast Calvary Chapel 11/18/04 considered public improvements and shall be served by public water mams to the satisfaction of the District Engineer The Developer shall design and construct public facilities within public right-of-way or within minimum 20-feet wide easements granted to the District or the City of Carlsbad At the discretion of the District Engineer, wider easements may be required for adequate maintenance, access and/or joint utility purposes Prior to issuance of building permits, Developer shall pay all fees, deposits, and charges for connection to public facilities Developer shall pay the San Diego County Water Authority capacity charge(s) prior to issuance of Building Permits 32~—' The Developer shall prepare a colored recycled water use map and submit this map to the Planning Department for processing and approval by the District Engineer The Developer shall design landscape and irrigation plans utilizing recycled water as a source Said plans shall be submitted to the satisfaction of the District Engineer The Developer shall install potable water and recycled water services and meters at a location approved by the District Engineer The locations of said services shall be ^ reflected on public improvement plans \$The Developer shall install sewer laterals and clean-outs at a location approved by the ) District Engineer The location of sewer laterals shall be reflected on public improvement ? plans ,, The Developer shall design and construct public water, sewer, and recycled water facilities substantially as shown on the Tentative Parcel Map to the satisfaction of the District Engineer Proposed public facilities shall be reflected on public improvement plans his project is approved upon the express condition that building permits will not be issued for the development of the subject property, unless the District Engineer has determined that adequate water and sewer facilities are available at the time of occupancy A note to this effect shall be placed on the Parcel Map, as non-mapping data Prior to Parcel Map approval or issuance of building permits, whichever is first, the entire potable water, recycled water, and sewer system shall be evaluated in detail to ensure that adequate capacity, pressure, and flow demands can be met to the satisfaction of the District Engineer 38 A fire flow system shall be required for this development and it shall be constructed as a .' ,> """"" looped system The Developer shall complete the looped water system by tying into the ] existing waterlme system on Aviara Parkway and Pomsettia Lane to the satisfaction of the District Engineer | >r Planning ... J, Approval is granted for MS 02-04 as shown on Exhibit "A" - "E", dated November 18, 2004, incorporated by reference and on file in the Planning Department Development shall occur substantially as shown unless otherwise noted in these conditions A£r^~ If any of the following conditions fail to occur, or if they are, by their terms, to be &? implemented and maintained over time, if any of such conditions fail to be so f? implemented and maintained according to their terms, the City shall have the right to (' revoke or modify all approvals herein granted, deny or further condition issuance of all future building permits, deny, revoke or further condition all certificates of occupancy issued under the authority of approvals herein granted, institute and prosecute litigation to compel their compliance with said conditions or seek damages for their violation No Page 6 of 9 MS 04-02 North Coast Calvary Chapel 11/18/04 vested rights are gained by Developer or a successor in interest by the City's approval of this Minor Subdivision 45 Staff is authorized and directed to make, or require the Developer to make, all corrections and modifications to the Minor Subdivision documents, as necessary to make them internally consistent and in conformity with the final action on the project Development shall occur substantially as shown on the approved Exhibits Any oposed development different from this approval, shall require an amendment to this approval The Developer shall comply with all applicable provisions of federal, state, and local laws and regulations in effect at the time of building permit issuance If any condition for construction of any public improvements or facilities, or the payment of any fees m-heu thereof, imposed by this approval or imposed by law on this Project are challenged, this approval shall be suspended as provided in Government Code Section 66020 If any such condition is determined to be invalid this approval shall be invalid unless the City Council determines that the project without the condition complies with all quirements of law Prior to the issuance of a building permit, the Developer shall provide proof to the Director from the Carlsbad Unified School District that this project has satisfied its hgation to provide school facilities This project shall comply with all conditions and mitigation measures which are required as part of the Zone 20 Local Facilities Management Plan and any amendments made to 'at Plan prior to the issuance of building permits Developer shall dedicate on the parcel map, an open space easement over lots 1 and 3 which are (in slopes, wetlands, coastal sage scrub or other constrained land plus all other lands set aside as part of the Citywide Open Space System) to prohibit any encroachment or development, including but not limited to fences, walls, decks, storage famgs, pools, spas, stairways and landscaping, as shown on Exhibit "A" - "E" Developer shall provide an irrevocable offer of dedication to the City of Carlsbad for a trail easement for trail(s) shown on the tentative parcel map within Open Space Lot 1 Prior to the issuance of any building permits, the trail shall be constructed as a public trail for public use and accepted by the City of Carlsbad Prior to issuance of any building permits, the obligation for acceptance, construction, maintenance, and liability shall be the responsibility of another agency designated by the City or the responsibility of the property owner Concurrent with recordation of the parcel map, transfer fee title to the open space lot(s) to the selected conservation entity Developer shall take the following actions to the satisfaction of the Planning Director in relation to the open space lot(s) a Select a conservation entity, subject to approval by the City, that possesses the necessary qualifications to hold title to the open space lot(s) and manage it for conservation purposes b Prepare a Property Analysis Record (PAR) or other method acceptable to the City for estimating the costs of management and monitoring of the open space lot(s) in perpetuity Page 7 of9 MS 04-02 North Coast Calvary Chapel 11/18/04 Fire c Based on the results of the PAR, provide a non-wasting endowment or other financial mechanism acceptable to the Planning Director and Wildlife Agencies, to the selected conservation entity in an amount sufficient for management and monitoring of the open space lot(s) in perpetuity This approval is granted subject to the approval of the Mitigated Negative Declaration, GPA 04-16, ZC 04-12, LCPA 04-12, SDP 04-02, CUP 04-05, HDP 04-01 and CDP 04- 03, and is subject to all conditions contained in Planning Commission Resolutions No 5783, 5784, 5785, 5786, 5787, 5788, 5789, 5790 and 5791 for those other approvals incorporated herein by reference The drive path nearest the building site(s) shall be restricted by an emergency access easement, and shall be subject to the restrictions and enforcement provision of all current codes and ordinances The easement shall be shown on the parcel map Code Reminders The project is subject to all applicable provisions of local ordinances, including but not limited to the following i Approval of this request shall not excuse compliance with all applicable sections of the Zoning Ordinance and all other applicable City ordinances in effect at time of building permit issuance, except as otherwise specifically provided herein Premise identification (addresses) shall be provided consistent with Carlsbad Municipal Code Section 1804320 Structures permitted in the access portion of the lots shall be limited to mailboxes, fences, trash enclosures, landscape containers and nameplates Except for mailboxes, the structures shall not be greater than forty-two inches in height if located within twenty feet of the street property line or greater than six feet in height beyond this point Prior to parcel map approval, the property owners shall enter into an agreement to hold the City or any other public service agency harmless from liability for any damage to the driveway when being used to perform a public service, subject to Planning Director and City Attorney approval The tentative parcel map shall expire twenty-four (24) months from the date this tentative map approval becomes final Developer shall exercise special care during the construction phase of this project to prevent offsite siltation Planting and erosion control shall be provided in accordance with Carlsbad Municipal Code Chapter 1516 (the Grading Ordinance) to the satisfaction of the City Engineer Some improvements shown on the tentative parcel map and/or required by these conditions are located offsite on property which neither the City nor the owner has sufficient title or interest to permit the improvements to be made without acquisition of title or interest The Developer shall immediately initiate negotiations to acquire such property The Developer shall use its best efforts to effectuate negotiated acquisition If unsuccessful, Developer shall demonstrate to the City Engineer its best efforts, and comply with the requirements of the Carlsbad Municipal Code Section 20 16 095 to notify Page 8 of 9 MS 04-02 North Coast Calvary Chapel 11/18/04 and enable the City to successfully acquire said property by condemnation The developer may request a review of the preliminary decision with the City Engineer in writing within ten (10) days of the date of this letter Upon such written request the City Engineer shall arrange a time and place with the developer for such review The City Engineer has reviewed each of the exactions imposed on the developer contained in these conditions of approval, and hereby finds, in this case, that the exactions are imposed to mitigate impacts caused by or reasonably related to the project, and the extent and degree of the exaction is in rough proportionality to the impact caused by the project If you have any questions, you may contact David Rick at (760) 602-2781 ROBERT J WOJCIK Deputy City Engineer Attachment Tentative Parcel Map c file David Rick, Assistant Engineer Van Lynch, Senior Planner Page 9 of 9 MS 04-02 North Coast Calvary Chapel 11/18/04 Kathleen Farmer - Re Planck Page 1 From Jack Shubm <jack@northcoastcalvary org> To Kathleen Farmer <Kfarm@ci carlsbad ca us> Date 08/11 /2006 10 33 23 AM Subject Re Planck Kathy, Multi-Purpose Building (Family Center Building) 1 Assembly Seating 706 2 Water Meter Sizes (2) 2" Meters for Phase 1 ( The meters will be manifolded to support the Children's Building and the Multi- purpose Building (Family Center)) Jack On Aug 11, 2006, at 10 08 AM, Kathleen Farmer wrote > Hi Jack, > I thought it would be just as easy to write you my email address > Tks for your help > Kathy > CC Mam <Mam@TmlsArc com> CITY OF CARLSBAD GRADING INSPECTION CHECKLIST FOR PARTIAL SITE RELEASE PROJECT INSPECTOR PROJECT m U&^A. DATE LOTS REQUESTED FOR RELEASE. N/A* NOT APPLICABLE V" COMPLETE Q « Incomplete or unacceptable GRADING PERMIT NO \ &vcs fet-ok A A 1st ^^ ^f ^^^ ^^^ X ^ w^ -A «A 2nd V 2 4 5 6 7 8 9 Site access to requested lots adequate and logically grouped Site erosion control measures adequate Overall site adequate for health, safety and welfare of public. Letter from Owner/Dev requesting partial release of specific lots, pads orWdg 81£" xir site plan (attachment) showing requested lots submitted Compaction report from soils engineer submitted (if soils report has been submitted with a previous partial release, a letter from soils engineer referencing the soils report and identifying specific lots for release shall accompany subsequent partial releases) on of work done with finish pad elevations of specific lots to be released Letter must state lot (s) is graded to within a tenth ( 1) of the approved grading plan Geologic engineer's letter if unusual geologic or subsurface conditions exist Fully functional fire hydrants within 500 feet of building combustibles and an all weather roads access to site is required Partial release of grading for the above stated lots is approved for the purpose of building permit issuance. Issuance of building permits is sWI subject to all normal City requirements required pursuant to the building permit process Partial release of the site is denied for the following reasons. MJL Project Irtspector Date Construction Vanager Date inn WV II OI flHJ 900Z-/rO-03d >Q j-i£ £ £CO 03 fijODD J O O Oc c c[g (0 fO O. Q. 0. D D PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No CB Planner APN Van Lynch Address Phone (760) 602-4613 Type of Project & Use Cku&cH Zoning l^-'f General Plan CFD (in/out) #_Date of participation Circle One Net Project Density DU/AC Facilities Management Zone Remaining net dev acres /• / 2- 7i (For non-residential development Type of land used created by this permit C-Huft-CJj x^T^iLegend v<\ Item Complete y LJ hfe™ Incomplete - Needs your action Environmental Review Required YES )C NO TYPE m tT DATE OF COMPLETION Compliance with conditions of approval7 If not, state conditions which require action Conditions of Approval Discretionary Action Required APPROVAL/RESO NO PROJECT NO Qy-Of YES X NO _ TYPE DATE JI- OTHER RELATED CASES (J~?&&)s Compliance with conditions or approval7 If not, state conditions which require action Conditions of Approval _ D D D D Coastal Zone Assessment/Compliance Project site located in Coastal Zone7 YES )<~ NO CA Coastal Commission Authority7 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) /lJs& b Habitat Management Plan Data Entry Completed7 YES >C. NO If property has Habitat Type identified in Table 11 of HMP, complete HMP Permit application and assess fees in Permits Plus fi>0 T^lttf-P*t k ft6 wT f^6' (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, HMP Fees, Enter Acres of Habitat Type impacted/taken, UPDATE') Inclusionary Housing Fee required YES NO Y. (Effective date of Inclusionary Housing Ordinance - May 21, 1993 ) Data Entry Completed7 YES NO (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, Housing Fees, Construct Housing Y/N, Enter Fee, UPDATE') H \ADMIN\COUNTER\BldgPlnchkRevChklst Rev 3/06 ' » n Site Plan 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 and existing topographical lines (including all side and rear yard slopes) Provide legal description of property and assessor's parcel number yin n n n Policy 44 - Neighborhood Architectural Design Guidelines 1 Applicability YES NO 2 Project complies YES X N0 Zoning Oj^., p&L ?E>f/£clj> 1 2 Setbacks Front Interior Side Street Side Rear Top of slope Accessory structure Front Interior Side Street Side Rear Structure separation Required Required Required Required Required setbacks AA Required Required Required Required Required Required Required Required Required Required Shown Shown Shown Shown Shown Required /'^ Required Required Required Required Shown Shown Shown Shown Shown 3 Lot Coverage 4 Height 5 Parking Required Required /__ J ~f~ Spaces Required Shown Shown Shown (breakdown by uses for commercial and industrial projects required) Residential Guest Spaces Required Shown Additional Comments OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER H \ADMIN\COUNTER\BldgPlnchkRevChklst DATE Rev 3/06 Carlsbad Fire Department BUILDING DEPT.COPY:— Plan Review Requirements Category COMMIND , COMM Date of Report 12-18-2006 Reviewed by Name Address Permit # CB061926 Job Name NC CALVARY BLD A 17,649 SF Job Address 1330 POINSETTIA LN CBAD INCOMPLETE The item you have submitted for review is incomplete At this time, this office cannot adequately conduct a review to determine compliance with the applicable codes and/or standards Please review carefully all comments attached Please resubmit the necessary plans and/or specifications, with changes "clouded", to this office for review and approval Conditions Cond CON0001531 [NOT MET] 1 Doors in Infant Room (114) should be designed to accomodate cribs, since this is how a timely evacuation will likely be performed Or, indicate how the occupants expect to perform evacuation of this area As a rule it is not considered acceptable for an adult to carry more than one infant at a time, and unless the occupant can accept that there will be one care giver for each infant, it would be in everyones best interest to revise the doors of this room to accomodate cribs 2 Door 47 - C B C 713 7 the area of glazed openings in rated doors required to be 1-1/2 or 1 hour F R rating shall be limited to 100 square inches with a minimum dimension of 4 inches Regarding door 20 - When both leaves of a pair of doors the total area of the glazed openings shall not exceed 100 square inches for each leaf Entry 12/18/2006 By GR Action CO Carlsbad Fire Department _.... _.*. ^BUILDING COPY Plan Review Requirements Category COMMIND, COMM Date of Report 07-17-2006 Reviewed by Name Address Permit # CB061926 Job Name NC CALVARY 17012SF MULTIPURP Job Address 1330 POINSETTJA LN CBAD INCOMPLETE The item you have submitted for review is incomplete At this time, this office cannot adequately conduct a review to determine compliance with the applicable codes and/or standards Please review carefully all comments attached Please resubmit the necessary plans and/or specifications, with changes "clouded", to this office for review and approval Conditions Cond CON0001531 [NOT MET] Revise doors in Infant Room (114) to accomodate cribs, since this is how a timely evacuation will be performed Plans do not indicate that the Exit Corridor (109) is a rated assembly KNOX key boxes are required, and shall be of the recessed type suitable location(s) shall be the Eastside near the double doors Entry 07/17/2006 By GR Action CO INLAND ENGINEERING & CONSULTING, INC. Structural & Civil Engmeenng 4883 EAST LA PALMA AVENUE - SUITE 501-A ANAHEIM, CA 92807 Tel (714)777-7700 FAX (714)777-7773 SHT # _J OF JOB* &/< /, DATE 6/f ( STRUCTURAL CALCULATIONS PREPARED FOR TIMELESS ARCHITECTURE 9891IRVINECTR DR STE 14C IRVINE CA PROJECT NC CALVARY CHAPEL Ut / INLAND ENGINEERING * DATE SUBJECT fj ~<Z- t^Ll/Aft^ BY CHKO SHEET NO ^ JOB NO £/» t^\ GENERAL INFORMATION BUILDING CODE 2001 CBC MATERIAL PROPERTIES LUMBER (STRUC LUMBER DOUGLAS FIR LARCH) 2x AND 4x JOIST AND BEAM 6x BEAMS & THICKER 6x POSTS GLU-LAMINATED BEAMS PSL-PARALLAM OR EQ CONG SLAB ON GRADE FOOTING MASONRY GRADE No 2 No 1 SELECT No 1 No 1 24-F-V4 Fb 875 1000 1450 1350 1350 2400 2800 Ft 575 575 575 675 825 1100 1850 Fv 95 95 95 85 85 165 285 E 1 6x1 0A6 1.7xlOA6 1 9x1 0A6 1 6x1 0A6 1 6x1 0A6 1 8x10% 20xlOA6 Fc 1300 1300 1300 925 1000 1600 2700 CONC BLOCK RE1NF STEEL STRUC STEEL STRUC PLATES PIPE COLS STL TUBES fc wt 2500 psi ISOpcf 2500 psi ISOpcf ISOOpsi # 4 BAR AND SMALLER #5 BAR AND LARGER Fy = 36 ksi Fy = 35ksi Fy = 46 ksi GR 40 GR 60 INLAND ENGINEERING DATE SUBJECT M ^ M f£> BY CHKD LOADS: SLOPED ROOF LOADS RF'G(Wj . fe? & SHT'G / £ RR > ^ ^ w «J .} "2 ^* CLG & INSUL ^ ZP SPRINKLER . / 5" MISC D L ^f 0 PS F L L /£> <? P S F TOTAL LOAD £>£ ^ P S F FLOOR LOADS. it i r ^"^ u**v x;7 * SHT'G FJ 4.0 CLG & INSUL 3 ^ SPRINKLER / 5" MISC / £ D L . 3>^ op S F LL 5C CPRSF TOTAL LOAD ^Q P S F DECK LOADS DECK'G ^ /^f ^^^^2- ^ ^^ SHT'G DJ 3 «s> CLG & INSUL 3 ^ SPRINKLER . z ^ DL Ac 0 PSF L L /AP1 ^ P.S F /FArt|l>i OtTl_ SHEET NO ^ JOB NO <i> / ^ 2— f FLAT ROOF LOAD: RF'G ^ <*- ^ ** SHT'G „ / 5- RR 3 ^ CLG & INSUL. ^ ^ SPRINKLER / ^* MISC ^ ^ DL /<^ ^ PSF LL ^^ ^ PSF TOTAL LOAD ^£, ^7 PSF BALCONY LOADS- F F f$ c> SHT'G FJ . 4 & CLG & INSUL . . 3 & i SPRINKLER / £~ MISC / ^ D L ^5~.^ LL ^.<? PSF TOTAL LOAD g? O PSF EXT WALLS 7/8" STUCCO 105 2x4 STUDS 1 0 DRYWALL 2 0 MISC 0 5 DL 140 PSF INT. WALLS DL 100 PSF : 4 / P 2- INLAND ENGINEERING DATE SUBJECT ^ ^" Mf^" / ' ffrrf &&/ BY CHKD SHEET NO JOB NO <^>/£7'2-/ ... . >-J //TA 'i ! I j j i ' 1996 AISI Specification ASD DATE 7/14/2006 CLARK STEEL FRAMING SYSTEMS n c SECTION DESIGNATION 800S200-43 (2) Back-to-Back INPUT PROPERTIES Web Height = 8000 in Top Flange = 2000 in Bottom Flange = 2 000 in Stiffening Lip = 0 625 in Punchout Width = 1 500 in Steel Thickness = 0 0451 Inside Corner Radius = 00712 Yield Stress, Fy = 33 0 Fy With Cold-Work, Fya = 33 0 Punchout Length = 4 000 in in ksi ksi in ALLOWABLE RAFTER SPANS INPUT PARAMETERS Roof Slope 4 12 Bridging Interval for Uplift NONE Inward Loads Dead Load = 20 0 psf Live Load = 16 0 psf Outward Loads (Uplift) Resisting DL = 10 0 psf Wind Load = 25 0 psf DL Multiplied by 1 00 for Strength Checks LL Multiplied by 1 00 for Strength Checks DL Multiplied by 1 00 for Strength Checks WL Multiplied by 1 00 for Strength Checks Dead Load Deflection Limit = L/240 Total Load Deflection Limit = L/180 Wind Load not modified for deflection calculations Web Stiffeners Required at Supports Shear Capacity Based on Unpunched Web ALLOWABLE RAFTER SPANS - Horizontal Protection RAFTER SPACING Inward Loads Outward Loads 20' 2" 18'9" 16'11" Company Designer shawn nikjoo Job Number 61021 Global V?) Display Sections for Member Calcs Max Internal Sections for Member Calcs Include Shear Deformation Merge Tolerance (in) P-Delta Analysis Tolerance N C CALVARY |t~riBu« 5 97 Yes 12 0 50% CHAPEL *«, **U,"^ .... ini__ . ..j Checked By ^ ,HoLRpJled_Steel Code _ [Cold Formed Steel Cqde_ \ Wood Code [Wood Temperature 'Concrete Code , AISC ASD 9th AISI 99 ASD ND_S 91/97 ASD I AC I" 1999 i Number of Shear Regions Region .Spacing Increment (in) Concrete Stress Block Use Cracked Sections !4 ' Rectangular iJYes!Bad_Framinfl_Warnings Ijsjp [Unused Force Warnings [Yes Hot Rolled Steel Properties 1 ! Label HR STL Eftffl] 29000 G [ksj] [ 11154. ..N.u Th.effiL01.E5F).. _..3_ i 65 Density[k/ftA3] 49 __ YieldJksiJ 36 Hot Rolled Steel Section Sets Label 1 I_L HR1 [_2_J HR2 ShafiS _HSS_4X4X4 i HSS3X3X4 _ Des.ign.List JType _ _ .. Material Des!gn_Ru|es A[iri2] I (90,27QUi_ I (0.180) [m4] Tube . Beam HR STL • Typical j 3365 ; 7788 7788 , L...Tube__ j Beam J_HR_STL..J Typical I 2435 I 3_Q1_4_J_3_014_.1 Member Primary Data Label 1 ! M1 2 M2 i 3 M3 I 4 M4 5 M5 6 , M6 7 M7 8 i M8 9 ! M9 10 ! M10 11 M11 12 i M12 I Joint N1 N2 N3 N4 N5 N6 N7 N8 N2 N2 N3 N4 J Joint N2 N3 N4 N5 N6 N7 N8 N1 N8 N7 N7 N7 Rotate(deg)Section/Shape Design List HR1 i Tube HSS4X4X4 I Tube, HSS4X4X4 i Tube HSS4X4X4 j Tube HSS4X4X4 ' Tube HSS4X4X4 Tube HSS4X4X4 I Tube HSS4X4X4 Tube HSS3X3X4 j Tube HSS3X3X4 ! Tube HSS3X3X4 Tube HSS3X3X4 , Tube Type Beam Beam Beam Beam Beam Beam Beam Beam Beam Beam Beam Beam Material HR STL HR STL HR STL HR STL HR STL HR STL HR STL HR STL HR STL HR STL HR STL HR STL Desiqn Rules Typical Typical Typical Typical Typical Typical Typical Typical Typical Typical Typical Typical 13 M13 N4 i N6_ J i HSS3X3X4 I Tube_ ! Beam i HR STL ! Typical I Joint Coordinates and Temperatures ! 1 j_^ I 2 i L3. ! I 4 i 5 Ce L.' Label N1 N2 N3 N4 N5 N6 X[ft] ! 0 J 675 ! ._J35 1 2025 ~ ! " ~ 27 i - 2025 I i _L Y[ft] 0 45 9 45 0 0 Temp [F] ' 0 i 0 i 0" " ! ~ T" ~~ ' i 0L o , ! J i 1 , | RISA-2D Version 65 [C \RISA\N C MPB r2d]Page 1 Company Designer shawn nikjoo Job Number 61021 Joint L~8" i Joint Coordinates and Temperatures Label N7 N8 Boundary Conditions Joint Label X fk/ml N C CALVARY CHAPEL Checked By (Continued) XFftl Yfftl TempfFl 135 I 0 0 675 ! 0 | 0 I Y fk/inl Rotationfk-ft/radl Footma .• 1 I N1 Reaction Reaction i I T2T N5 1 . .i Reaction I * ! Hot Rolled Steel Design Parameters H "Label M1 2 ; M2 3 M3 4 M4 5 6 7 8 9 10 11 12 Shape. HR1 Length[ft] Lb-out[ft] 8112 I HSS4X4X4 8112 HSS4X4X4I 8112 HSS4X4X4! 8 112 M5 iHSS4X4X4i 675 M6'' M7 M8 M9 M10, M11 •M12 L 13 M13 HSS4X4X4 HSS4X4X4 HSS4X4X4 HSS3X3X4 HSS3X3X4 HSS3X3X4 HSS3X3X4. HSS3X3X4 675' 675 675 v- 45 ; 8112;! 9 Lbdn[ft]_ > " Lcomp top[ft •• , Lcomp_bot[ft K-out K-m i Cm Cb Out s i I , ,; : ii , ! In sway i 1 1 ! 1 1 i : i 8112-1 '' 45 ! _| ; : i .... j 1 -1 i i ! :5- i • ! - j Member Distributed Loads (BLC 1 PL) Member Label . . 1 M1 2 M2 3 M3 Direction i Y " Start Magnitude[k/ft.d -2 End Magnitude[k/ft.d -2 ! Y ! -2 , i -2 Y i -2 4 I M4 .,---, _L Y 5 M6 Y 6 i M7 ^ i Y -2 0 ' 0 -2 -2 0 0 Start Location[ft,%] 0 0 0 0 - ;V 0 0 End Location[ft.%]! oJ o -,"o " i 0 \ 0i- .. Q_.l -'I Member Distributed Loads (BLC 2 LL) _M_ember.Labe.l ._, Direction1 ,2 3 4 r MI M2 - M3 M4 Y I -13 Y i *:: -13 ^ • Y ! -13 Y i -13 -13 - 13- -13 -13 0 ! 0 0 ' i ,,• 0 0 I 0 0 : 0 Basic Load Cases ! 4 | I 2"J ~ BLC Description ... DL LL Load Combinations Category X Gravity Y Gravity Joint DL i I i i i LL I I -' I i Point Distributed I 6 I" • 1 "4 "1 _ De_s.pi!Rtion_So!yePD_SR_BLC_ Factor_BLC Factor BLC Factor BLC FactQr_BLC_F_actpr BLC_F_acto_r._BLC F.actOL_BLC Factor CjLl_DL±LL_jYes] _____ ! ~ ' v"" : "'"""•D.JL i LLj._ _J RISA-2D Version 65 [C \RISA\N C MPB r2d]Page 2 Company Designer Job Number shawn nikjoo 61021 N C CALVARY CHAPEL Checked Bv ^ Joint Deflections LC Joint Label 1 1 N1 l_2 1 . N2 < ^ 31! N3 4 ;-1 ' \ N4 5 i 1 N5 6 .' 1 LI N6 7 i 1 N7 8 < 1 [ N8 _ _ _ _ ..X[in] . 0 016 01 004 _j 02 015 01_ _oo5..: Y[m]0 ' " -037 -037 -037 0 -037 -04 -037 Rotation [rad] I— 0^~ o 0 0 0_ ; o • "•" 0 . . 0 . Joint Reactions i 1 • F2 i i 3 i I 4 ! LC 1 1' I 1 ! 1 ] Joint Label N1 >N5 Totals COG (ft) X[k] 0 h : o! 0 J X 135 Y[kl I 5354 I 5 354 .... ! 10708 I . Y 4 5 MZ [k-ft] i 0 I 0 i ". I I Member Section Forces 1 2 3 4 5 6 73 9 10 LC 1 1 Member Label M1 M2 - Sec "~ 1 ,2 3 4 5 1 2 3 4 5 Axialfk] Shear[k] 7 982 i 1114 7611 557 7239 0 6 868 - 557 6497 -1 114 5686 833- 5315 276 4943 -281 4 572 - 838 4 201 -1 395 Moment[k-ft] 0 *' -1 694 -2259 -, -1 694 0 0 * -1 125 -1 12 014 227811M342011 395 2278 12 13 14 15 16 i 17 18 19 20 i 21 22 23 24 25 26 27 28 29 30 31 ' 32 33 34 35 > 1 1 '1 1 ' i I, 2 3 , i "v'4 ' 5 M4 , 1 ! 2 3 4 J 5'- M5 1 2' ; 3 -I '4 , 5 M6 * 1,: r> 13, 4 - 5- M7 1 >'- ! . 2 3 ! " , 4 !i 5 » •> 4 572 4943 - 5315 5686 6497 6868 7239 7611 7982 -6024 -6 024 -6024 -6024- ' -6024 -6 0241 , -6024 -6 024 -6024 -6024 -6024 -6024 -6024 • -6024 -6024 =838 281 < -276 '- , , -833 1 114 557 0 \ > -557 -1 114 ' 0 0 0 0 0 , 0 0 0 0 0 0 0 0 0 ••'•'• 0 014 -1 12; -1 125 0 0 -1 694 -2259 -1 694 0 0 0 0 0 0 < 0 0 0- 0 ; "0 i 0 0 0 I o 1 0 RISA-2D Version 65 [C \RISA\N C MPB r2d]PageS Company Designer shawn nikjoo Job Number 61021 N C CALVARY CHAPEL fChecked By Member Section Forces (Continued) LC Member Label Sec I 36 ' 1 M8 ,| 1 ! 37 i 2 38 ! . 3 39 I I j 4 40 ! - -5 i 41 1 | M9 I 42 i , 43 i I 44 i ! •• •45 ! I 46 I 1 M10 1 2 3 4 5 i 1 47 F 2 Axialfkl -6 024 I -6024 , -6 024 -6024 -6 024 , 0 " ;' ,,. 0 6-o ! 0 2109 i 2 109 48 i i • ' 3 i 2109, i i 49 [50 _Ll 51 1 M11 I 52 .U- - - 53 I *54 ' i 55 j 56 1 I / - M12 57 I 58 : 59 : 60 I • , , >, 61 : 1 ! M13 62 ;, I -•,-•',. / - .. 63 i 64 I , : 65" ! 4 **5: , 1 2 3 4 _, 5 1 2 3 4 2109 - 2-109 1 -234 ! -234 ! -2 34 i -234 -234 j 2109 2109 2109 2109 - *.5 " I 2109 i 1 .. ^2 ..x. 3 4 5 Member Section Stresses LC Member Label Sec1 ; 1 i MI i 1 Axia "i ~~2C 0 ! .; -.- .0.*, / - 0 0 '• 0 Shearfkl 0 0 0- 0 0 - 0 0 0 ,0 0. o 0 0 0 0 0 0 0 ••:. 0 •• - 0 MomenUk-ftlo " 0_ _ _... 0o*. 0 < 0 0" o " "H 0 0 0 :.-> 0 0 0 0-o. - 0 1 0 0 J 0 0. -o ; 0o -> • 0 0 \r...' 0 0 , -J 0 0 0 0 f 0 0 -0 j 0 I 0 I 0 '• Ifksil Shearfksi] (72 599 2 ! ! - 2 I ^ 2262 i 299 3 I ! 3 2152 0 4 I I i 4 2041 i -299 5 ! i 5 1 931 I - 599 h6 I 1 i M2 ^ i 1 1 69 ! * 448 I 7 l i 2 1 58 ! 148 I 8 • < I " 3 1 469 - 151 9 i ! 4 1 359 - 45 I 10 i I 5 1 249 -75 ! 11 j 1 i M3 1 1 249 75 I 12 I I 2 1 359 ! 45 13 ; , I 3 1 469 151 I 14 i i " ' I 4 " 1;58~ J - -148 i 15 ; i 5 1 69 ! -448 I 16 i 1 I M4 1 I 1931 ! 599 ' 17 ! I 2 2041 i 299 18 I I 3 i 2152 0 19 4 i 2262 j -299 20 I - l5 2372 i -599 < 21 1 ! M5 1 -1 79 i 0 I 22, i i i .2 - -1 79 I 0 i 23 i ! 3 -1 79 i 0 TOD Bendmqfks 0 ! 5221 6961 5221 0 i o 3465 3 451 -045 -702 . -702 -045 3451 3465 ~ 0 0 i 5221 6 961 5221 0 0 I- 6 0 >\] Bot Bendm_g[ksi] 0 i -5 221 -6 961 ; -5 221 ! 0 I 0 ! -3 465 ! -3 451 I 045 i 702 i 702 i -I - 045- i -3451 j -3465 •' ! 0 : I " o" ~ -5 221 ; I -6 961 i ! -5 221 i o ! 0 ! oi o RISA-2D Version 65 [C \RISA\N C MPB r2d]Page 4 Company Designer shawn nikjoo Job Number 61021 N C CALVARY CHAPEL Checked Bv Member Section Stresses (Continued) 1C Member Label Sec I 24 l : i 25 1 26 i 1 1 a I 27 ! r 28 !••-' ' .• 29 i I 30J ",31 1 i r 32 ! ! 33 i 34 : j - 35 i 4 u 5 /I6 - ;• 1 2 •< -;-3" : 4 M 1 2 3 4 5 36 1 "•" *••"• M8 - -1 37 [-38 i — L < - ! 39 i i 1 40 J 1 - 2 4 - 3^> • 4 - •' '^5 41 ! 1 ! M9 : 1 I 42 ' - ' •• 43 44 45 46 ! 1 M i 47 I 48 ! ' < , ':- > •* ' 49 50 " 'i : 51 1 M 52 i . ' . 53 I 54_j 55 , ^ | 2 i 3 Axialfksil ^ -1 79 ~ -1 79 ^ ,-179 -1 79 Shearfksil 0 0 TOD Bendmafksil 0' 0 Bot Bendmafksil 0 0 ... 0 0 ' 0 0 -179 •••> I . ' 0 * - -1 79: ' EI 79- -1 79 -1 79' -1 79 -1 79 -1 79 :-179,\ .. -1 79 r "M 79 -1 79 , -1 79 0 0 0 '^L^LL i *0 5 10 ' A 2 . ,-•••••• i 3 : 4 * ' .v- 5' 11 ! 1 ,. • I 2 ! 3 ! 4 I 5 56 •' 1 <•• M12 -1 i 57 I f"58 "> ~T~' 59 ! 60 i I . I 2 J 3 i 4 'I " 5 - ! 61 1 •' M13 . 1 I 62 I I - 63 ! ! 64 i "65 ' 2 3" 4~ 1 5 0 !^v '* Odd, ODO 866 i'866* 0-.. o . 0 0 0 0 0 ,,' 0 • 0 0 0 Ou 0 0 0 0 0 J;Q 0> • o - 866 ! 0 - >f 866 -961 v -961 -961 -961 -961 866 866 866 866 " = 866 ~ 0 -. ,, 0 0 0 0 0 i 0 0 0 0 0 0 0o • 0 0 ^fc< VQ' "•- •• 0 o.- ".- 0I o 0 0 '* " 0 I V. 0 """' * . 0 | > o #* " . 0, o K ,- •> 0 | o i 0 0 0o r 0 0J- - -0'-1 0 P 0 ! 0 0 0 ! 0 0A_ o,. •o : - * a 0 j "' *.-0 0 , o.. ] 0 I ** 0 0 _ J 1" 0' ; 1 6 i ••* . -,.0 '"' "'"' •'• 0.-. -• I 0 ,.,0 u 0 0, ... ' 0I o " 0i o •• « ! 0 '0 I 0 0 i.^.afO-- 0 : '0 j 0i o 0 • -o 0 ^~ 0" 0 " '0 • ' 0 *"•".' 0 ! 0 u 0 0 0 0 0 0 i 0 0 0 i 0I o ; i ° i^" o :; i i 0 Member Section Deflections LC Member Label 11 1 !M1 ! Sec x Finl 1 I 0 i 2 , '••••-•> i 2 i -002 - I ! 3rv; " " • • 5 I 6 II7 ~ ~"\ ~ L s_" — i. "_ ":_ 9 10 11 1 j 3 i -004 i 4 I -005 I 5 I -007 M2 ! '1 ! -007 - ! 2 ! -008" 'I 3 E _ _-01 I i 4 i -011 : I 5 •< I - -012 i M3 1 L 029 y[m] 0 -094 ! -138 -114 -04 - 04 t I -078 -085 I; - 059 -036 - i -025 ! (n) L/y Ratio NC ! 1153261 i 821 698 I 1153261 NC NC 2457 95 2080 862 4489 586 I NC NC RISA-2D Version 65 [C \RISA\N C MPB r2d]Page5 Company Designer shawn nikjoo Job Number 61021 N C CALVARY CHAPEL Checked Bv Member Section Deflections f Continued) LC Member Label Sec x fml | 12-' I , I - | , -2.,,!; i • *' " 028 ! 13 ! 3 i 026 I 14 i ' . ' - - * .., 4 - | .V 025 15 ! 5 ! 024 I 16 ; 1 I ' M4 ' ... 1 , M 024 17 i 2 i 022 ! 18 ! 3 '* i 02 i 19 I i 4 018 [ 20 j 5 017 i 21 I 1 M5 1 -02 | 22 2 -019 i 23 i I 3 -018 | 24 ! ^ ^ 4 ->.\ -"016- 25 . . 5-015 I 26 r I M6 1- > ' -015 ; 27 i 2 -014 I 28] ,|T /J 3 i . -013 29 j 4 -011 -30 I •" * ,*. " A-- '• - I 5 •• -01 31 ! 1 ! M7 ! 1 ; -01 32 i - I 2 , -009 33 3 - 008 34 - -.*'' "•. 4 -006 ' 35 I 5-005 [36 1 ., ! 'i M8 ' * J1 L ... -00.5 .... 37 2 ! -004 38 ! ! - : 3 I „. -003 39 i i 4 ! -001 i 40 | :_L j 5 0 - . 41 i 1 i M9 1 I 037 42- I ! 2 - , • 037 43 3 037 44 i 4 037 45 ! 5 i 037 46 i 1 M10 1 034 47 ! i 2 033 48 i I 3 I - 032 49 i 4 032 ,50 «. - i 5 031 51 1 M11 1 037 52 . ' " 2 1 038 53 i i 3 039 54 v~4 04 ' " 55 i 1 5 04 56 | 11 M12 v'i 1 - 017 57 i I 2 016 58 ! I '-U 3 016 59 i 4 015 60 I I •• • I "5 I-- 014 61 : 1 M13 1 037 62 I - - I 2 " 037 63 3 ! 037 64 i ! - j. 4 I 037 65 J i 5 037 v [inl -048 -074 .-067^. -028 - 028 -*T ' -103 -127 -083 (n) L/v Ratio "~ ,4489586 ~\ 2080 862 ,; 245795 NC NC ! 1153261 I 821 698 "^ 1153261 011 ! - NC 0 009: 018 028 037 L 037 .__- _ 038 NC ,L_ 8785556. __| 4392 778 - 2928519 2196389 NC NC 039' - ,-, NC 04 04 0404: 039 ' 038 037 037 028 018 009 0 016 013 01 008 005 -022 -023 - 025 -027 -028 0101 : [ 01h or- _ 011 0335- 035 " 036^ ' 038 NC ! ' ••; •"- NC" | NC i NC NC i NC- NC ... _... NC .... _._ I NC r NC ^ NC NC ! NC NC NC J NC NC NC NC NC NC NC :NC : NC NC NC ;NC NC : "NG I NC 039- *K, ' xNC , ! 004 007 01 012 015 NC NC I 9904105 j ' 6602736 4952 052 I RISA-2D Version 65 [C \RISA\N C MPB r2d]Page 6 Company Designer Job Number shawn mkjoo 61021 N C CALVARY CHAPEL Checked By. Member AISC ASD Steel Code Checks (By Combination) LC 1 i 1 ^2 _, 1 3 1 4 1 5 1 6 L1 7 1 8 "Pi 9 : 1 10 Pi 11 1 12 1 13 ! 1 Member M1 M2 M3 M4 M5 M6 M7 M8 M9 M10 M11 ' M12 M13 Shape ! HSS4X4X4 i ', HSS4X4X4 ! HSS4X4X4 1HSS4X4X4 i ! HSS4X4X4 <HSS4X4X4j i HSS4X4X4 ! HSS4X4X4 ! HSS3X3X4 ! HSS3X3X4 I HSS3X3X4 : ! HSS3X3X4 i ! HSS3X3X4 , UCMax. 419 369 369 419 083 083 083 083 000 060 044 060 000 Loc[ft] 3972 ! 8112 i 6 i 4 141 I 0; o : 0 0 0 0 i 0 Shear UC 042" ! -052 i 052 • - 042 000 i 000 000 . 000 000 . 000 000 ! 0 i 000^ ;; o 000 ! Loc[ft] Fa[ksi] 8112 17041 8112 0 0 0 0 0 0 0 17041 17041 17041 1806118061 : 18061 18061 i 18479 0 I 145 i 0 0 13346 ; 145 I 0 18479 i Ft[ksi]_. 21 6 : 21 6 | 21 6 i 21 6 j 21 6 ! 21 6 ! 21 6 ' 21 6 i 21 6 21 6 21 6 21 6 21 6 Fb[ksi] Cb 2376 : 1 23 76 1 75 23 76 1 75 2376.J i 23 76 : 1 75 23 76 ! 1 75 23 76 1 75 23 76 1 75 23 76 1 75 23 76 ! 1 75 23 76 1 75 23 76 ! 1 75 23 76 1 75 Cm 1 I 1 i 1 I j 6 6 , 6 i 6 ' 6 "! 6 6 ! 6; e Eqn_ i H1-3 '. H1-3 I H1-3 : ; H1-3 | H2-1 i i H2-T~| H2-1 j H2-1 ] H1-1 H1-1 i H2-1 i A KM.] i H1-1 RISA-2D Version 65 [C \RISA\N C MPB r2d]Page 7 INLAND ENGINEERING DATE SUBJECT Kl ^ \\P% / f^<277 t BY CHKD 2 SHEET NO JOB NO I* /3 So 2- / \Jb I O S 75 5 16[ 5 75" S 75"7S 5" Wo* />3 -- 3; — K -36k -3k - 71k/ft- 71k/ft- 71k/ft- 71k/ft- 71k/ft 11 2-2- Loads LC1.DL+LL Results for LC1.DL+LL SN 61021 n c calvary June 20, 2006 at 11 03 AM n c truss-B r2d Company Designer Job Number SN 61021 n c calvary June 20, 2006 11 24 AM Checked By _ Global I Display Sections for Member Gales JMax Internal Sections for Member Gales Include Shear Deformation Merge Tolerance (in) \5 97' ;Yes 12 P-Delta Analysis Tolerance I 0 50% J I Hot Rolled Steel Code I Cold Formed Steel Code "ASP 9th JAISI99 ASD Wood Code NDS 91/97 ASD | Wood Temperature Concrete Code < 100F ~ ACI 1999 [Number"of Shear Regions Region Spacing, Increment (in) V|4 c H Concrete Stress Block Rectangular UJse Cracked Sections ! Bad Framing Warnings [Unused Force Warnings Yes No Yes Hot Rolled Steel Properties Label 1 A36 Gr 36 2 i A572Gr50 - 3 I A992 4 ! A500Gr42 5 A500 Gr 46 E Fksil 29000 - 29000 29000 29000 29000 G [ksi] 11154 11154 11154 11154 11154 Nu 3 3, 3 3 3 Therm (\1E5F) 65 65 65 65 65 Density[k/ftA3] 49 49 49 = 49 < 49 Yield[ksi] 36 50 50 42 46 Hot Rolled Steel Section Sets . Label __._Shap_e Design List -Type_Material Pes_igrLRuLes__ A [in2] 'A500Gr46i typical . 4295 A500 Gr 46 i .Typical A500 Gr 46 ' Typical 4295^ 2435 1(90,270}. [L _Lffl, 180) Jm4] 15997 i 15997 j 15997 I 15997 ! 3014 j 3014 Member Primary Data 1o 3 4 5 5 Label M1 M2 v M3 M4 /' M5 M6 - 7 : M7 8 < M8 9 M9 10, 11 12 13 M10 t M11 M12 M13 14 i M14 >:. 15 I M15 16 I M16 17 M17 18 M18< 19 M19 I Joint N1 ?N2 N3 = N4 N5 N6 N7 N8 N9 N10 N12 N13> N14 , N15 N16 N17 N18 N19^ N20 J Joint Rotate(deg) N2 N3 i.. ' N4 Section/Shape tcc; .;-tc ,,; tc N5 j i - tc N6 I i tc , N7 I N8 N9 N10 N11 tc tc tc Design List Tube ... Tube ' Tube Tube Tube Tube Tube "Tube i tc Tube,s tC N13 ! be N14 N15 N16 N17 be ! be Tube Tube Type Material Beam Beam < Beam A500 Gr 46 A500Gr46 A500 Gr 46 Beam |A500Gr46 Beam |A500Gr46 Beam A500 Gr 46 Design Rules Typical Typical Typical Typical Typical Typical Beam |A500Gr46 I Tvoical Beam A500 Gr 46 Typical Beam |A500Gr46 Typical Beam A500Gr46 | . Typical Beam A500 Gr 46 ! Typical „ Tube J Beam-|A500Gr46 Tube 1 ';'* be Tube i be Tube N18 N19 -N20 , i be Tube be Tube " be" •' '<Tube N21 be Tube Beam Beam Beam Beam Beam Beam - Beam A500Gr46 A500 Gr 46 A500 Gr 46 Typical Typical Typical Typical A500 Gr 46 | Typical A500Gr46 Typical A500Gr46 Typical ! A500 Gr 46 Typical : RISA-2D Version 65 [C \RISA\n c truss-B r2d]Page 1 Company Designer Job Number SN 61021 n c calvary June 20, 2006 11 24 AM Checked By Member Primary Data (Continued) 20 21 22 23 24 ; 25 26 27 28" 29 30 31 32 33 l~34~ 35 i_36_ 37 ..38. 39 40 41 Label M20 M21 M22 M23 M24 M25 M26 "- M27 M28 M29 M30 M31 M32 M33 M34 M35 M36 M37 M38 M39 M40 M41 I Joint J Joint Rot N21 N1 N2 N21 N22 N20 -N3 N19 N19 N5 N5 N1 N2 N21 : N22 - N20 N3 N19 N4~N5~" • N18 N17 N17 I N6 _N17__ N7 N7 N15 N15 N9 N9 N13 N13 N11 _ N7 N16 N15 , !' N8 ! N9 N14 N13 N10 N11 N12 ' ate(de.q) Section/Shape ._ V' -be webr ,i web web ! web web i web web web web web web i web web i < '"- web web '.\' - web web i web I web [ web / web Design List -Tube Tube Tube ' Tube Tube Tube Tube - _j Tube Tube Tube Tube Tube Tube Tube ,- , Tube Tube Tube Tube Tube Tube Tvoe Material Beam iA500Gr46 JDesign Rules.. Typical i VBrace i A500 Gr 46 i Tvpical VBrace I ASOO Gr 46 VBrace !A500Gr46 VBrace |A500Gr46 Typical ; Typical i Typical I VBrace Asoo Gr 46 . Typical LVBrace ) A500 Gr 46 VBrace VBrace VBrace VBrace A500 Gr 46 ASOO Gr 46 ASOO Gr 46 ASOO Gr 46 VBrace ASOO Gr 46 VBrace |A500Gr46 VBrace ; ASOO Gr 46 VBrace jA5b6Gr46 VBrace A500 Gr 46 VBrace VBrace VBrace VBrace •'--' Tube : VBrace Tube VBrace Typjcal Typjcal J L Typical ! Typical ; Typical ! Typical ! Typical... ! Typical i ^.Typical , Typical A500!Gr46-|l7 Typical i ASOO Gr 46 ASOO Gr 46 ASOO Gr 46 Typical | typical i typical ASOO Gr 46 I Typical i ASOO Gr 46 Typical Joint Coordinates and Temperatures : 1 \ 2 3 i 4 I5 6 7 :s : 9 10 j 11 i 12 ! 13 ;i4l_l~ ' ~ 15 16 i 17 : 18 ! 19r20 , 21 i 22 I Label X fftl N1 0 N2 i 0 N3 10 N4 |' 1575 N5 21 5 N6 - 2725 N7 33 N8 ! 3875 N9 44 5 £ N10 , I ',. 5025 N11 56 N12 : 56 N13 5025 N14 445 N15 3875 N16 ! 33, N17 2725 N18 21 5 N19 1575 N20 10 N21 5 N22 ,- i 5 Yfftl 0 1 5 5 .... 5 5 5 5 - 5 " ^. , 5 5 0' 0 0 0 0 0 0 0 '.. 0 • 0 3 TempfFJ 0 0 0 0 0o 0 0 J 0-•.; , o 0 0 0 0 0r~ o j 0 0 0 L < 0 0 0 Joint Boundary Conditions Joint Label 1 : N1 I 2 N12 ' X Ik/m] Reaction i YIK/inJ Reaction Reaction Rotation[k-ft/rad] i I Footing i RISA-2D Version 65 [C \RISA\n c truss-B r2d]Page 2 Company Designer Job Number SN 61021 n c calvary June 20, 2006 11 24 AM Checked By Hot Rolled Steel Design Parameters i 1 2 3 4 i 5 , 6''- ! 7 " 8- 9 10 fir": 13 I 14 15 i 16 17 18 19 20 21 22 23 Label Shape Length[ft] Lb-outfftl Lb-mfftl I M1 i tC : 1 ! M2, i M3 M4 M5 i M6 1 tc -1077 Lcomp top[ft1Lcomp bot[ft] K-out ' "-".' ; !"= tc 575 : ;tc. tc , tc • M7 i tc L M8 M9 M10 ° L tC tc tc ' : 5 75 I - -J - 575 ! 5 75* ! L 575 ! 575 ! 575 i .-5751 K-m Cm Cb Out s In swav -..'^-i-*! ;'*vi! - ~, i- ,,'•.,"~> i ! 1 : i i. 1 i 1 ' i | ! \ \ ' i ! i i ii ^ ,,^- 1 ?• | M11 . be i 575 ,M12 I" be 575* M13 be -575 M14> .> be ^-5 75 M15 be 575 M16 i- be M17 I be M18 i; be ^ M19 M20/ M21 M22, * M23 24J M24 25 26 27 28 29LSQ: 31 32 33 34 35 36 37 38 39 40 > 41 ! M25 M26 be L_575 575 - 575 •V ^ -"N J* " '>* j ,- * 1' , V;, , j,; x •. t\ , 1 ••'•'-.*" i . ' =. .; . \ 1 [£ •• 1 -• •--.; '•'--' .. I ' 1 . : f' s j ! •£. " ' .; •' i i • ' "• 5 ^ ': ,^ /-•**• '••; : .-•>>. j •; i i ;; be-. "\*--5; -v^.,* | ,, A | -,;u'^- . *•• -^i; -,-.>... web 1 ; , : ;,web x 5*099 >- | •• -^''\ ., - x?<"'-i, .; ' il''*' 'H: v'--* web ' 3 Web web _4 web i ^5831 •• v.| ;; ... 5 762 1 • M27 ! web 5 M28 ' M29 webL_ web 7621 \ •% \•-• r ''•'' 5 i M30 -4 web A762 M31 ! web 5 M32 x web 762- M33 ! web ! 5 M34 M35 M36 M37 - web ,, "762": web web _ web 5 762 . .'a. .. \ ^.. i 1 ''">, <H \ «.. -" ~ • '•• . :', • •:: -' t- \ ''4 * >*, h :- - ' 1 1 , - — ., • ,\ ,-.]% ! ! ^.1 ! : \: 1 " i ,r • v 1 ';* '• i j f. * '•"*"-. | ,j | : ! 5 i i M38 web ~762 ^ M39 i web 5 M40x | web M41 I web '7 62*/ 5 __L .j. .-/':.''•• -, ^- " &•• '•„ :- " ' &. - | ' ;. '>,.,'-<*| .. ^'f- ' , , !•" -'--"J „».-," " :•''• ••^* , «, -*^.i 1 ] 1 , ! '-i .- . ' 1- - ' ,.-/•":.-•> ' i i ; 1 | Joint Loads and Enforced Displacements (BLC 1 PL) i 1FX"2 , 3 Joint Label N5 >...,•• •• •••'• •• -, -N3 , ...•„ N22 L.D.M: L ! *' ;•';.' L I L Direction Y I\.t -, ', Y/. ' ,' I Y ' Magnitude[k.k-ft m.rad k*sA2/ft] -52 - 2 .,.. -1 5 Joint Loads and Enforced Displacements (BLC 2 LU i 1 r Joint Label L.D.M N5 | 2" • :: l N3 i 3 !N22 L . ' L * L Direction i Y I i Y i Magmtude[k.k-ft m.rad k*sA2/ft] -42 i -16 I -1 5 i RISA-2D Version 65 [C \RISA\n c truss-B r2d]Pages Company Designer Job Number SN 61021 n c calvary June 20, 2006 11 24 AM . - Checked By I C? Member Point Loads Member Label Direction... No Data to Print Magnitude[k.k-ftl _L.pcatipn[ft,%]_ Member Distributed Lo> Member Label 1 i M5 I 2 i M6 3 I M7 L 4 i M8 i 5 • M9 I 6 ! M10 ' 3ds(BLC1 DL) Direction Start Magnitudefl v ; -32 y -,-32 V -32 v -32 v i -32 y -32 L/ft.d End Magnitude[k/ft,d -32 I - - 32 , ; -32 I -32 I ! -32 j - 32 Start Location[ft.%] 0 0 0 - --' 0 0 0 End Location[ft,%] 0 0 0""" 0 ~ 0"""" "0 ~ Member Distributed Loads (BLC 2 LU Member Label i 1 M5 I 2 M6 3 M7 I 4 * ' M8 5 M9 I 6 : M10 Direction V y V V V V Start Magmtudefk/ft.d -39 - 39 ,- ; -39 -39 -39 -39 :. - End Magmtude[k/ft,d -39 -39 -39 -39 = -39 -39 Start Location[ft.%] i 0 i <,;. 0 ! 0 I 0 0 0 End Location[ft.%] 0 x1- 0 0 0 0 0 Basic Load Cases BLC Description DL ..Category. DL __.... XGrayr Load Combinations Description SpJvePD_ SR__BL,C Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor, BLC Factor BLC Factor M ! DL+LL .Yes_. .1 ,..1..l 1 .2_i_J__j._. .i . . ',.. J L |.._ 1 I. j ... i Joint Deflections : 1 I 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 LC 1 k. 11 1...._ 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Joint Label N1 | N2 N3 N4 N5 N6 s N7 N8 N9 N10 ± N11 N12 N13 N14 N15 N16 N17 N18 N19 X[m] 0 041 206 18 153 117 081 - 051 021 008 .- -005 219 , 219 196 173 139 104 069 ; 034 YNnl 0 - 001- -504 - 74 -917 -983 -945 -822 • -61 -339 -019 0 -335; -61 -818 -945 -979 -917 -74 Rotation [rad] -37176-3 -3 756e-3 -3 337e-3 -3018e-3 -2 135e-3 -7 512e-5 1 128e-3 2 43e-3 3 467e-3 4 138e-3 5 23e-3 •„ 4736e-3 4 356e-3 3466e-3 ' ! 2 399e-3 1 -162e-3 ! -1 662e-4 -1 71e-3 i -3 077e-3 I RISA-2D Version 65 [C \RISA\n c truss-B r2d]Page 4 Company J Designer SN 1 Job Number 61021 n c calvary C une 20, 2006 1 24 AM i q hecked Bv ' Joint Deflections (Continued) \ 21 ("" I 22 ! LC Joint Label XFml YFinl 1 ...;•' N20 j^ ,,017 : .'-502 I 1 N21 003 -286 i 1 „ N22 :139 i -289 I Rotation fradl . -4 43e-3 -4 176e-3 Joint Reactions 1 2 3 4 LC Joint Label X fk] Y[k] 1 N1 0 17681 11 N12 i 0 22238 - i MZ [k-ft] 0 0 1 Totals ; 0 i 39919 i 1 I- COG (ft) i X 31 196 I Y 4 671 1 Member Section Forces ! 1 i 2 i 3 • 4 5 6™ 7 8 i 9 I 10i 11 : i 12 : i 13 : I 14 15 16'!! 17 18 i 19 20 21 22 i 23 24 25 26 i 27 28 29 30 31 32 i 33 34 ; 35 36 37 38 i 39 I 40 j LC Member Label Sec Axial[k] Shear[k] 1 : M1 1 10615 -4753 ..•".: 2 i 10612 * -4753 '• 3 10608 -4753 ! . ^ v'" 4 ; -10604 i -4753 5 10601 -4753 1 ' M2 1 30264 " >••-:.- 969 " : 2 30249 933 3 -, 34442 896 4 i 34427 -369 •, .. ! 5 34413, -405- 1 M3 1 47326 32 * - . -, 2 47 326 299 i 3 47326 278 4 47326 A 257: 5 47 326 236 1 i - - M4 ':•: 11 47 505 027 2 47 505 006 ! ' 3-47505 ^-015 4 47 505 - 036 ,,! 5 47505 ,-057 1 M5 1 65265 1919 2 •','" 65265 877 i 3 : 65 265 - 164 , i '4 65 265 -1 206 , : 5 65265 -2248 1 i M6 1 •- 65 238 ! V 2 053! 2 : 65238 1012 •>," : - 3 -••': " 65238 i - 03 4 65 238 -1 071 -! 5 i 65238 -2113 - 1 . M7 j 1 ! 54257 2074 . - : 2 54 257 ! , 1 032 ! 3 54257 -01 4 ' 54 257 ! ' -1 051 5 54 257 -2 093 1 M8 I * 1 i 54 149 ! 1 946 I 2 54149 : 905 '• ' 3 , 54 149 I -^137 , 4 ; 54 149 -1 178 V * ": "- 5 I 54449 •„ i -222 •• 1 M9 ! 1 23 367 i 1 951 Moment[k-ft] -2252 -1 064 125 -". 1 313 2501 2-796 235 -2227 -518 523 662 216 -199 -584 -939 '• •' *".. r498 -522 v- -515 -478 "" ''J-41 •' 37 ••- -164 -2152 -1 167 1 315 1 237 -966 -1 672 -881 1408 1 24 - 993 -1 728 - 965 1 295 1 022 -1 027 -1 579 -634 -,*1 808 i 124 ! RISA-2D Version 65 [C \RISA\n c truss-B r2d]Pages Company Ji Designer SN 1 Job Number 61021 n c calvary C jne 20, 2006 1 24 AM necked Bv ^^ Member Section Forces (Continued) LC Member Label Sec Axialfkl Shearfkl i 42 i ! 2 i 23 367 909 ' 43 J i 3 23 367 ! - 133 44 ! , . ..' I 4 i 'f 23367 -1 174 45 I 5 , 23367 -2216 46 L 1 i M10 ! 1 ' '* 23158 2126 47 i ! 2 23 158 1 084 48 | : ?.. 3 23 158 043 49 , 4 23158 -999 50 -- - r ! "5 I 23158 -2041 51 1 i M11 1 -357 -391 I 52. 7 ,: \ .. - \ 2 ! -357 i -37 53 I 3-357 -349 Momentrk-ftl -816- i -1 374 ] -.435 I 2002 1 507 ! -8 ! • -1 61 - -J -923 1 262 ; -831 ; - 284 j 233 54 J ' " 4 '•" -357 -328 i 72 ! 55 5 -357 -307 56 .' 1 M12 * 1 .;•! , -41 21 -115 57 ! 2 | -41 21 - 094 I 58 ' ! " | '^.3 ! -4121 -073, , 59 I 4 -4121 - 052 60 ' I ! 5 * -41 21 - 0311 61 1 ! M13 1 -41 366 i -139 I 62 2 -41 366 -118 : 63 ' 3 -41 366 - 097 64 ,- i 4 i -41 366 i -,--076 65 15-41 366 - 055 66 1 ', M14 * ... 1 .i -62204 | -105* 67 : i 2 -62204 . -084 I 68 : - " 3 ••^. -62204 I -063 69 4 -62204 -042 I 70 ' J5! -62-204 '- 021 71 1 M15 ! 1 ! -62257 ! -043 72 i ' 2 -62257 - ! -022 : 73 ,3 -62257 -001 74 i ! 4 -62257 i 02 i 75 : 5 -62257 041 1 176 248 i 399 ! 519 I 609 ! 669 i 279 I 'V -M63 ••* | 618 i 742 I 836 I47~r;::n 607 u 713 ! 789 ! 835 i' 7" 747 ! 765 752 , ! 708 ! 76 1 :•-•; M16 1 i -62984 M -079 ! 719 : 77 I j 2 ; -62984 i -058 78 i - ! 3 I -62984 " -037 79 i ; 4 -62984 -016 80 , i | 5 i -62 984 005 "• 81 1 : M17 ! 1 -62835 141 ! 82 I i 2 -62835 ^ i- 162 83 ! i 3 -62835 183 84 ! ! •••-•., i 4 i -62 835 ! 204 85 i 5 -62835 225 86 I 1 ' - M18 x U 1' ! -32 157 216 87 : I ; 2 ! -32 157 237 I 88 i v" :- - : • i 3 I -' -32157 ! - 258 j 89 ! I I 4 -32 157 279 I 90 i K - , "5 i -32157 i ; 3 91 1 . M19 i 1 -28137 . -458 I 92 i -' ! 2 i -28137'' ' -44- '• 93 : 3 -28137 -421 817 885 j 923 ! 931 ' 1 252 , 1034 1 785 ; ..-507 J 198 i 858 i 533 177 ' I -208 I -624 i -393 ; 168 ^ \ 706 I 94 I 4 -28137 -403 , 1222 ! 95 i i 5 -28137 -385 96 | 1 ! M20 I 1 I - -6 332 > ^ 975 97 i 2 I -6332 993 98 i ^ ! 3 ••! -6332 I 1011 1 714 ! 2 039 ' i 809 -444 i RISA-2D Version 65 [C \RISA\n c truss-B r2d]Page 6 Company Designer SN Job Number 61021 n c calvary June 20, 2006 11 24 AM Checked By Member Section Forces (Continued) i I |! i : 99 I 100 i 101 1102 103 104 105 106 107;'108 1 109 110 111 112 113 114- 115 <116 117 118 119 120 121 122 123 124 125 126 127 128 129 130 131 132 133 134, 135 136 137 138 139 140 141 142 143 144J 145 146! 147 148 149 150 151 ! 152 | 153 154 155; LC •> 1 • ^ 'i" 1 ! ;.' <• 1 ••• i- 1 T^'-" " 1 &~ 1 ' 1 ,. j' / 1 "> v*v. '*";.'1 "•".f.-: 1 1 ! ^ Member Label .. •'' •• ,&'<£ - *V* •••••; -,'• • M21 > -•' .- ^ s! .- "> . x^x-i *:* ,..:,;"- '", =., M22 i ' ~ ••' s <• :P" ., • ••:-. '• "^v™.. "• j M23 j , " , v " Jw '" *'"'" i > ' s M24 ' j/ " & ^-" " -^'' T" v^ :'' '";.;•, «'• ' -i* •"••'-&-','$&^ ;/^T ,"'.-.^. M25 .*,., ••"••* '*;v-- -ji^fe'1"^/. H---I? •: " ^ ?• v ^ V M26 >xv • • & if* C & •' •".;..> '- M27 7;--,, . %:.^- •"s,,i. !5-J "'T% ;J-- -F.. '•>- - i M28 '•' •> •• '- , /•> X ^ <,.--,' ^. ;>' , **.> M29 '"' ' •••? ^ ": <''.•• .s« .,.~^' ''"•-, :. ' M30 •-ii ^ --*•;, ,r- -• i. i M31 X~ -•">--. „:,< ••" f ,. ' i. •, '=• -,. \s •'. - s *- Sec 4 i !,v5 >^- 1 2 3 i ^.4 J^ 5 1 2 , 3^ J, 4 -*:-5 * 1 ,-;fc2 -«^' 3r 4 ' 5 1 V 2;\L?$3--; 4 fe-> 5-?,^_, 1 ;i.;;r2^ •= 3 i, i 4 „ 5 1 '^ 2 3" " 4 '% 5"f-- C- 1 •^2' W 3 -*-4 "r£.5 "i 2 '^3' ' " 4 »5 -K 1 ,*-.'2 -M. 3 «4 ^ 5 ,'-; 1 ^ ' 2 3 'v![ 4 i J-^5 V. 1 >2.»-^ 3 -•••-J * A*•' /: "-."T,!-'^ 5 Axialfk] -6332 s , -6 332 >! 6018 6016, 6014 '• 6012 v"- 601 -21 868 " -21 866 "~ '-21-864 -21 862 ., ^-2186-v.H'-- 5788 i 5782' .,-. 5776 5769 5763 -4605 *•§ -4598 - ' :• i4*592 -^ " -4586 ^-•,-4^58 ;?«• 1 535 -1525 V. 1 514 ? 1504 1 494 ,£• -20119 , -20109 '--20 099 -20 088;,;ft?- -20 ;078 ¥• -168 * -,179.^- ™- -189 ^ -W9 •*': " -21 *: 20 304 20293 20-283 *'- 20273 •^>20 262 > 095 ^ 105^>^ -*• 116 X 126 -•;- 136 "-3014 -3003 -' -2 993 -2982 --'•-2972 ••'"• '••• 4343 ,' •• -^ 4*332" « •••> 4322 ' **4-3l2 X - 4301 Shearfk] 1 03 1^048'- • ^ -1 579 -1 579 -1 579 •- , -1579 •%•'".„•, -1 579 186 "" 175 165 155 - v---> 144^" , ' -397 .:--,-• ^'397^^ 1 -397 - 397i -397 -033 -043 L_ •V-TO'53'W<£ -064^-•074^- '•: -056 ' ^ - 056^ c-,, -056 -£ 056^- .. 1 -056 021 009 >003',- '' -015 '» " -^027^ ."-1" -179 <<* ^--179H,. -;. -179 ^-' -^179 • -. • -179 -013- -025 •?'-: - 037-" -049 ^06 f^ , '"* -149 "*" -•^':i49i-:^r: ^ -149 •i-149 -149 -011 ... -023 - 035 -047 - •••• -'-'059 " -" 027 \ .^'027'^ 027 " ^ ?ro27-^v R 027 Moment[k-ft] -1 72 - ,^-3018 -766 „ ,; -371: 023 418 813 -, 518 -- : 288 071 -132 &, A --323^ , i -647 I ,=-349 '-I - 051 ! 247V 545 I x-221v -166 fv;^*:i095 -'? I -01 i *• x-J&-' 09'* " -141 :: %s.-072 -002 067" i 136 - i' * 002 - 1 -03 I a— '•- -036' ! -019 i \. fPt 02¥ •-. , I -455, • *•- 23 r- - -007 i -v^4;"*217 ti\ 441 I -185 j -149 -09 -009'••• ^-095;^';' -424 •* „• *...*' -238 - , J -052 ^ r-,-135 i 321 I %,;>261 -228 - 172 ! -093 '-" * 008'^ " 056 .^-023 -011 «:-: ', > -045- -079 RISA-2D Version 65 [C \RISA\n c truss-B r2d]Page 7 Company June 20, 2006 Designer SN 1 1 24 AM -, ^ Job Number 61021 n c calvary Checked By ^^~~ Member Section Forces (Continued) R56 LC Member Label Sec Axiairkl Shearfkl Momentfk-ftl 1 • ' " M32 v -i 'Vr, j -3928- I <-' \ 027": -• " -^ -059 157 ! 158 159:ieo •\ v i: s-^-f--? * v' ;' 'i*1'^ .. V'v: •^'jf 2 *•• '-'.31.' -^ -3938 016 -1 . ••- <••* -3 948 A •- '* '' • 4 -3959 -•'' ^ 161 ! 1 I 162 I 163 1164 i 165 [166 167 ;i, -„ ;- ^ ..^V1^. i..d- 1*5 K- -'-3969V. M33 1 ! -064 -, -„ ^i, 2 •• '" -Sy-053* 1 -'..•'"' ~ ••"•-,;• -' 1 3 4* : 5 -043 \ -033 ,^ «...oo4iy-=t v- -008 .,, -' i't^-'02r' 052 - ..v*s.~- - 118*- - -114 - 087 126 ^052 - 061 ,, ' 052 - 004 , 052 *\ : -069- -022 052 I -135 ,v-. '• ' ;^*M34 ' * '"' .'?"" - il'" - |*V" 10505^ "• \f/'' "' '• 031- v'1*'"! 'x --045.-'"' '168 ? --"-£? ,169 170 171 172 173 174 175 176 177 •,-,. • { 1 ';" .- ,,v •• • •:• - -<^y^ ^y. 2 10515 : 019 -092 3f i *' •••'10 526*.^'-' '4 '«•",?•%• ''007'* '':- --**••,, .-,11 6 i 4 10536 -005 -A .. , ~' '"" 5J. M35 ,, •.'_- i 1 ,5', ^10546-, '-. I, -^-01.7 > 4081 108 -118 - 098 265 2 i 407^ 108 131 3 s.;s. ' •' ""- ' '* "" ; "'" •; :• {4VF " 5 If |£r ' '• M36 V -> 178 ' " »• 179 180 181 182 ! 183 185" 1 ' ' 186 I .-<W i:^4 •? s-4- -v:''-. •.,!»., „• . -;;V - -:'- J •-< •' •• •• '"-•* ' • V.;'!*1!SV 't 2 .i*^;3?«>a 406••' ' 14 05 r- 4039 *--•• -16906 > 108 i -004 " " 108' ' -'? 108 \W' 0391^"' >A '• -^k -138- , -273 ^ 002?- r. -16917 027 -06 - * -16^927- "^:-k 4 ! -16937 5 M37 1 • ,•'•.>•'- „ :•: ?? ??'•;: : ,';2i{ ,-rt 3 • ".:--x ••:' ; '-;,.W " "f •'•'-• v-"ftr'44 "•-" ^ ^16948 , '^A,, 015^-> >*«!','? 003 -009- -149 156 • -139 .- "-.I-- 156 & -128 X .-.*!? 118'?8" 156 'i',....-'""'-.:™~156 ' i*. sS^.. - 1v- -- i -117 , -112 39 I '^%;' ,195 . 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"^ 5 "•'*• M41 1 ^•. ^30134- ,d, - -• 095 ^ -30 144 I 083 -30155? -30 165 "X' ^30175'" .:* 21 805 •' ' -5? .,•-•' •*•-' - .. :T V ." 2S - "2V" 2f816x ' •• ,.£.vn071l >' 059 047 357 , * - 086' -128 'v*,-148 548 287 027 , ;--" -234, " . -495 :.,- 232 ' '.-• 062 •''•,. ,,,„:.. 085 :< '•• •'••• -209 -31^1 951 ';•>¥.•• 357"" ' ^ T ' ''"506 "' 3 : 21 826 ; 357 06 V»., -•> ^v .> .^ \\-- A.'-^^ 4^-,, 5 ••;,•*"'• i&"2f:'836te<?" '*' l 'r^:-357>' "-^'•- «%' - 386- >/^- 21 847 : 357 ; - 831 Member Section Stresses LC Member Label Sec Axialfksi] Shearfksil TOD Bendinafksil Bot Bendmg[ksi] 1 i 1 , M1 i 1 2472 -2044 4223 -4223 2 -' ': ' 'i.'i :- -" - 1- >2V,: „- 2471^ - ,i.| ,\v-2"044; ^ , ,. '"^-995^ ' % •: ^1995 ;- • 3 : : 3 247 -2044 -234 : 234 RISA-2D Version 65 [C \RISA\n c truss-B r2d]PageS Company Designer Job Number SN 61021 n c calvary June 20, 2006 11 24 AM Checked By Member Section Stresses (Continued) LC f 4 •• I 1 5 1 6 1 i 7 i 8 ! 9 10* i 11 1 pi 2* i 131 14 r -, !"••"• ~ 15 i 16 I 1 i 17 : ! "19 [20 : '~T 21 122 ! 23 [-24^ 25 ! L....26 i 1 _L 27 i 1 28 - ;0 ' 29 ..,.. 1 30-1- " "• 31 ! 1 ._32_L_ _,_.._.... 33 L34 ! I* 35 [36 i T"T~-7 j 37 L_38 i i i 39 | 40 ! 41 , 1 42 43 44 ! I-- ' 45 i 46 I 1 47 48 49 I 50 :i 51 1 52 ; , 53 ^I...54.: _... 55 56 ! 1 57 58 J_ I 59 I 60 I i Member Label Sec 4 5 M2 1 2 3 4 5 M3 1 2 " 3 4 i 5 - . M4 1,1 ! 2 ..-'I 3- 4! 5 M5 1 2 3 I 4 5 M6 1 2 ! 3 - 4 Axialfksil 2469 2468 ' 7047 7044 802 8016 Shearfksil TOD Bendmafksil Bot Bendmafksi! -2044 I -2-462 / '2462 : -2044 417 401 385 -159 8013"V W:'-174 11 02 11 02 11 02 1102 " 11 02 L 11 062 ... 11 062 ,11 062 11 062 11 062 15197 15197 15197 15197 15 197 15191 15191 15191 15191 I 5 : 15 191, M7 ! 1 ! 2 3 _|_ -4 " 5 M8 1 2 L 3 4 12634 12 634 J 12 634 12634 12634 12 609 12609 12609 12609 ! 5 j 12609 M9 , 1 >"" I 2 3] 4, 5 M10 - 1 ! 2 , ! 3% i -~4 __ -_ ._ _L 5 _ M11 1 " " i 2 1 3 i 5 5441 5 441 5441 • 5441 , 5441 5392 * 5392 , 5392 '\ J 5392 5392 -083 -083 -083 -083 -083 M12 , 111 -9 596 2 3 1 4 5- ! -9596 -9596 -9596 -9 596 138 129 12 "\ ••••" r111 102 01 1 002 -007 -016 -025 825 377 -071 -519 -967 883 435 "-01 3 -461 - 909 892 -4691 -5244 4691 5244 _ J - 441 441 4176 T -4" 176 972 ! - 972 •'*, -981 981 -1 241 1 241 -405 405^ 374 - 374 1096 i -1096 1 761 -1 761 935 978 965 896 -935 -978 -965 -896 77 I -11 -693 3075 693 '-,-3075 4 036 -4 036 2189 "-2 189 -2 467 2 467 -2319 I 2319 _j 1 812 , -1 812 3 136 1 652 -2641- -3 136 •; -1 652 2641 -2 325 ; 2 325 444 1862 -i'862" -004 " !-452 - -9 837" 389 -059 -507 -955 839 391 - -057 -505 -953 914 466 018 -43 -878 -168 -159 ' -15 -141 -132 •*-• - 05 -04 " - 031 -022 -013 3 24 -3 24 1 81 ; i -1 81 -2 428 2 428 -1 917 i ,1 917 1 927 -1 927 2 962 -2 962 1 189 -1 189 -3 392 -2325 _ '153 2577 815 -3754 -2 826 1 501 302 1 731 -2366 3 392 ^ 2325 -1 53 -2577 -815 3754 2826 -1 501 -302 -1 731 2 366 1 559 -1 559 533 " ; -533 - 437 437 -1 35 * ; 1 35 -2206 J 2206 -466 -748 - 973 -1 142 ~^ -1 254 ,,. 466 - i 748 i 973 ! 1 142 I 1 254 i RISA-2D Version 65 [C \RISA\n c truss-B r2d]Page 9 Company Designer Job Number SN 61021 n c calvary June 20, 2006 1124AM Checked By _ Member Section Stresses (Continued) LC Member Label Sec 61 1 M13 ; 1 I 62 ! I 2 I ; 63 ; 3 ! I 64 !.. ' I 4 I 65 5 66 . 1 ! M14 . 1 i 67 i ! 2 i "68 ! ., 3 ! 69 4 70 I 5 71 1 | M15 1 72 ! ,; 2 73 : 3 : 74 : I 4 : 75 ' : 5 76 1 i M16- 'I 1 i i 77 i i 2 I 78 I- ' ,—3 i : 79 j i 4 : I 80- 1' : . - 5 81 i 1 i M17 1 82 .: I ' " • 2 , 83 I ; 3 I 84 I ' i 4 I 85 ' 5 86 i 1"l M18 f( I ;1 i 87 2 88 i i 3 89 : 4 90 ^ ' 5 i 91 , 1 M19 11 92 i - i.. 2 \ 93 3 i 94 i i - ! 4 ! 95 • i 1 5 96 1 ! M20 i 1 ! 97 2 I 98 i i 3 j 99 ' ' 4 ' Moo - j 5 i ; 101 1 ! M21 ' 1 ' I 102 i ' " ' - \ 2 r J103 ; 3 ! I 104 :"" .= ... i 4 i 105 i ' 5 106 : 1 i M22 - I 1 < I 107 i 2 ' 108 ! i , - I 3 j 109 I 4 ' 110! . ' I. 5 i 111 1 M23 , 1 ' 112: ! -, I 2 H 1131 i : 3 ' 114 I -4 ! 115J ! 5 ' I 1161 1 I M24 1 117 ! 2 ' Axialfksil Shearrksi] -9 632 - 06 -9632 -051 -9 632 - 042 -9632 -033 -9 632 - 024 .14484 I -045 -14484 -036 -14484 - 027 -14484 -018 -14484 I -009- -14497 -019 -14 497 ,- 01 -14497 0 -14497 008 -14497 017 -14 666 I - 034 -14 666 - 025 -14666 •, ? -016 -14666 -007 -14666 , 002 ^- -14631 061 -14631 07 -14631 079 ,-14^631 088 -14631 097 -7488 i "" 093 ; -7488 102 -7488 , I- 111 -7488 12 -7488 129 -6552 -197 -6552 ! -189 -6552 i -181 -6552 ! -173 -6 552 - 166.=1475 -.* 419 -1 475 427 " -1 475 I 435 -1 475 443 -1 475 ! 451 2472 -1132 2471 \.. i -1 132 247 ! -1 132 2469 -1 132 2468 -1132 -8982 I 133 -8981 126 -8981 118 -8 98 111 -8979 ! 103 2 377 : - 285 2375 i -285 2 372 '' - 285 2 37 I - 285 2 367 ! - 285 " -1 891 i - 023 -1 889 I - 031 Top Bendmg[ksi] Bot Bendma[ksi] - 523 i 523 - 869 869 -1 158 ! 1 158 -1 391 I 1 391 -1 567 1 567 - 883 ; 883 -1 139 1 139 ^ -1 337 1 337 -1 48 1 48 -1 565 i<" ' 1 565 -1 313 1 313 -1 402 " ; 1'402 -1 434 1 434 -1 409 1 409 ' -1 329 1 329 -1 348 , 1 348 -1 532 ' 1 532 -1 66 1 66 -1 732 : 1 732 -1 746 w.1 746 -2 349 2 349 -1 939 : ,1 939 -1 473 I 1 473 - 95 95 - 371 371 -1 61 ; 1 61 . -1 i 1 -333 I 333 391 -391 1 171 I • -1 171 737 ! - 737 -315 ' i" 315 -1 324 1 324 -2 291 2 291 - -3214 3214 -3823 i 3823 -1 517 1 517 833 ! -833 3 225 ; -3 225 566- -566 4 575 -4 575 2217 -2217 -14 : 14 -2 498 i 2 498 -4 855 ! 4 855 -3 095 • 3 095 -1 722 1 722 - 427 i 427 789 ! - 789 1 926 •• I -1 926 i 3 865 -3 865 2 085 i -2 085 306 - 306 ! -1 473 1 473 -3253 i 3253 : 1 317 i -1 317 988 - 988 RISA-2D Version 65 [C \RISA\n c truss-B r2d]Page 10 Company Designer SN Job Number 61021 n c calvary June 11 2* Chec 20, 2006 1AM „ -- :ked By ^^ Member Section Stresses (Continued) __ LC 118 fl2ol 121 1 122: 123 [124 ! 125 1 126 1 127 I 128 • ! 129 I 130 i I 131 1 I 132 133 : Pi 34 1 135 I 136 1 i_137 138 i 139 ! [140 i •' 141 . 1 L142i 14~3l 144 ! 145 LJ46 1 .147 _ 148 149 M5Q...I M51 i 1 M52 ! 153 I 154 M55 156 i ,1 157 158 ; 159! Member Label Sec L- ' 3 4 5 M25 1 Axialfksil -,1 886 -1 884 -1 881 63 2 " I 626 3 I 622 4 5 '' \ -', - -. M26 •' 1 I 2 3 4 ', ' ' *•:, 5 M27 1 618 613 -8264 -826 • :• -8255 -8251 -8247 -069 I ,r 2 -073 3 i - - - - , -• ! 4 - ; : 5 i - M28 ,1 i 2i , - 3 4 5 M29 1 2 i 3 J. . .-•••< 4 . 5 ! M30 i 1 • 2 I ! 3 I 4 5 M31 i 1 ! 2 3 -078 Shearfksil ?-"3 - 038 Top Bendinq[ksil Bot Bendmq[ksiL 569= " I - 569 - 046 06 -053 -04 -539 844 , ., - 04 429 - -04 i 014 -04, ! «-4 -04 015 -815 011 006 181 -002 214 -011 - 019, -128 - 128 -128 -082 , ! -128 -086 834 8336 8331 8327 113 - 125 2718 138 043 -1 295 -128 -2632 -009 ! .1103 -018 888 -026 N ; 538 # -035 8323 , i -043 039 043 047 052 056 -1 238 - -1 234 -107 -107 053 - 568 - 2533 -06 L_ 539 -844 -429 -014 4 815-611" -181 L "-214 __ -113 125 -2718 -1 38 -043 -M 295 2632 - .-1 103- -888 J -538 -053 568 -2533 1 42 - ! -1 42 -107 308 -107 i -805 ... -308 '805 -107 -1918 ; 1918 -008 i 1558 ! v -1 558 -017 -1 229 - 025 -1 225 ! - 034 -1 221 1 784 1 779 1 775 4 M- 1 771 i ' 5 M32 I 1 j 2 31 4 160 ! i ' I 5 161 i 1 162J 163 164i 165 : 166 1 , 167 j -168 I 169 ; 170! 171 I 1 1721 173 I 174i 1 M33 1 _j .._ _ _> _ 2... j I : 3 i 4 ! 5 ! M34 -11 i 2 3 i 1 767 -1 613 -1 617 -1 622 -1 626 - 042 019 019 019 1 36 ,1 027 558 „. -046 •* -337 '.- 135 066 Kv019 268 019 469 02 ! 352 011 i 597 003, ; ! 706 - 006 68 -163 j -014 I 518 -026 037 - 755 -022 037 -365 -018 «-013 -009 1 4315 J 4319 4 323 i 4 i 4 328 - < 5 I 4332 >, M35 1 • * \ 2 ,. , i 3 i „ I 4 1676 '•, 1 672 ' 1 668 1 663 037 037 025 415 037 805 -1 36 -1 027 ' -558 L_ _...Q46 Jr 337 ' 135 -066 - 268 -469 - 352 | -597 I1 -706 ' -68 -518 ; 755 365 -025 -415 __| - 805 i 022 ! 266 ! - 266 : 014 548 005 I 695 - 004 i 707 -012 - j 582 077 077 -1 584 -781 022 . 077 ' I 825 -548 -695 j -707 ! -582 ! 1 584 i 781- | -022 ! -825 , RISA-2D Version 65 [C \RISA\n c truss-B r2d]Page 11 Company Designer SN Job Number 61021 n c calvary June 20, 2006 1 1 24 AM 7 /_ Checked Bv ^ Member Section Stresses (Continued) LC IV 175 J76 1 177 i 178 ; 179 180 ; 181 1 182! ! i 183! I 184: I~ ' i 185 i 186 1 187 i 1188: --.-,•- 189 190 i •• i ; ! 191 : 1 192! ! 193 i 194 [ > 195 196[ 1 • ' * 197 ! 198 --!' 199 200 - ' I ..: 201 1 ! I 202 ; - ! 203 IL204 ! >r [205 lember Label Sec : 5 M36 ! 1 2 3 4 5 M37 1 2 3 I 4 "" . 5 M38 1 2 3 4 5 M39 : 1 2, , 3 <4/ V 5 M40 1 2 !, I 3 4 ' ! 5 M41 1 I 2 3 4 5 Axial[ksi] 1 659 -6 944 -6949 -6953 -6957 -6961 -061 -057 -053 -049 -044 9694 9698 , " 9703 9707 9711 1 8 1 796 1 792 1 788^ 1 783 -12 378 -12382 ;-12 386 -1239 -12 395 8957 8961 8965 8969 8974 Shear[ksi] Top Bendingfksi] 077 1 628 028 ' ! -013 019 011 002 -006 112 112 112 112 112 037 029 02 012 003 149 149 149 149 * 149 068 06 ; 051 042 ,- 034 256 ^ 256 256 256 256 36 598 7 667 -233 -1 165 0 1 164 2328 ,-A 124 513 - 767 885^ -3272 -1 715 -159 1 398 2955 -1 385 -372 506 1 248 1 855 -5681 -3019 -358 2303 4965 Bot Bendmg[ksi] : -1 628 \ 013 -36 i - 598 J -7 -667 233 I 1 165 ! 0 -1 164 -2328 i 4 -124 i -513 - 767 i -885 3272 .; 1715 159 : -1 398 -2955 I 1 385 > 372 -506 -1 248 -1 855 5681 3019 ! 358 ! i -2 303 -4 965 Member Section Deflections LC 1 1 2 : : .* 3 i 4 I.-- 5 16:1, i 7 ! 8 ! 9 l !i IP i ...:.......11 1 12 I 13 I 14 15 ! 16 1 L 1.7 :.. (18 : 19 20 ! 21 1 I 22 . Member Label M1 ! ,- ^ •• ' Sec x fml 1 2 3 4 0 i 0 i 0 i0 ~'~ " ' i "~~ 5 -001 ' M2 . , i 1 ."• ' 037 i 2 03 3 „ :> •• 022 I 4 013 ! 5 004 , i M3 1 206 : ' 2 199" 3 ! 193 4 ! 186:: 5 18 M4 1 '• I 18 , 2 173 I 3 I 166 ! I 4 i 16 ! 5 T 153 . I M5 1 153 2 -;>' 144 I y [in] 0 -01 -02 -03 , -041 -016 -165 -32 -439 -544 -504 -564 -625 -685 -74 -74 -79 -836 -879 ! -917 i -917 -952 - L (n) Uy Ratio NC 1165785 589 989 394 552 ; 294155 i NC ! 7691 025 3215998 I 4789 829 i NC NC j NC NC ! NC NC NC NC ! 8880 265 NC NC NC ! 371878 RISA-2D Version 65 [C \RISA\n c truss-B r2d]Page 12 Company Designer SN Job Number 61021 n c calvary J 1 C jne 20, 2006 1 24 AM "T. 1 hecked By "^ / Member Section Deflections (Continued) LC Member Label Sec x [in] 23 i : 3 135 24 : i I A , :. 126. I 25 5 ! 117 I 26 1 M6 •»- i. 1 ! 117 ! 27 i .2 108 I 28, 1 ! "•• 3 i - 099 ._29 . 1 ! 4 09 30 ; 5 081 i 31 1 M7 11 081 32 ! Z . 073 33 3 066 I 34 " ; 4 i 058 : 35 ! 5 051 36 1 M8 , 1 ! 051 37 i 2 043 38 ! 3% ,\- 036 39 ! 4 028 ! 40 i : ,. '** ! 5 j 021 ' 41 : 1 I M9 : 1 021 I 42 | ! I 2 018 43 3 i 014 44 ; : "., ••• '• • '••:; 4 j 011 45 5 ! 008 46 I 1 M10 1 008 47 2 005 48 ! x - 3 •. : 001 49 4 4 -002 50 ! • I i 5 -005 51 ! 1 ; M11 1 -219 52 i 2 ,! -219 53 . 3 -219 _54 i : 4' i' -219 i 55 : 5-219 F56 ' 1 • M12 11 -219 57 ! ! 2 . -213 58 i ! 3 ! -207 59 ' • . 4 -202 I 60 I j 5 " - 196 61 1 M13 1 ! -196 y [in] -976 -983 . -983 -983 -986 -982 -966 -945 -945 -927 -902 -865 -822 (n) L/y Ratio 2711 499 4123 106 NC NC 5624 165 3820 814 5779 55 NC NC 5392251 36485 5437 206 NC _ ! -822 i NC -78 - 732 -^ -673 : -61 -61 ,:,.•! 551 t. -488 5852 778 4148861 6714 679 NC NC r 7344 968 5122 984 -415" ! 8703832 -339 -339 -27 -196 -11 -019 0 084 < 171 256 335 335 409 48 547 61 61 .62 ] - . _L ! 2 I -19v~ > I 668 63 ' : 3 -185 64 _ ._. L, I 4 -179 65 ! I 5 -173 66 j 1 • - M14 1 -173 67 i 2 - 164 723 774 818 818 858 68 L 3 '- , ,-156 ! 892 69 ! 4-147 70 . ' ' 5 -139 ,71 1 j M15 1 -139 72 '• , '2 -13 73 i | 3 -121 74 I J 4 -113 75 5 ! -104 76 1 L M16 1 ! -104 77 ; 2 : -095 78 : , : 3 -087 79 : j 4-078 922 945 945 962 974 98 979 979 974 962 943 NC NC 6186544 4033601 5935 547 NC NC NC -, NC NC NC NC " NC ,,8806233 NC NC NC k~ NC 7376 298 9172622 NC NC 8916042 6374 752 8176367 NC NC ' 7954 968 ; 5940 724 7939 992 i NC ! NC 6989 668 5121 07 6711 541 RISA-2D Version 65 [C \RISA\n c truss-B r2d]Page 13 Company Designer Job Number SN 61021 n c calvary June 20, 2006 11 24 AM Checked By _•2$*, Member Section Deflections (Continued) [sol J-C.Member. Lab_el n) L/v Ratio NC NC i 589 9_89 395 926 294155 _273 -50l ^503 - 5Q3 -5Q3_ -504 441 071 284 505 213 051 NC NC__L NC '" !- -104 ^ -139 1 i - 176 , -245 - i -307 - -365 , <" -422<" -017 - 065 ( NC ........_ ; NC NC 9658 93 9221 428" NC j NC NC NC , NC N_C_ NC NC NC NC NC NC 135 136 1 M28 -46 -581 NC NC NC NC NC RISA-2D Version 65 [C \RISA\n c truss-B r2d]Page 14 Company Designer SN Job Number 61021 n c calvary June 20, 2006 1 1 24 AM 2£l Checked By I Member Section Deflections (Continued) 1C Member Label Sec xjinl 137. 138 L - : 139 I ! I 140 i: 141 1 ! 142 143R44~ ! ; 145 ! I I 146 I 1 147 i I I 148 I ' I 149 ! 1150 - ii 151 1 i ! 152 ; I 153 J I 154-1 ! • 155 ! ji 156 ; 1 1 I 157 j 158 I * 159 160 . ; 161 1 I 162 !, i -v 163 R64' ""~T 1165 166 1 i 167 I 168 * i ".. , : 169 I I 170 I ' . - i i 171 : 1 172 ! | 173, ! 174 i - 175 I 176 1 ^ 177! , U78 .J '! 179 I 180 181 1 ! 182 i i j 183 I 184 ! 185 I 186 i 1 187 i I 188 ! I 189 ; I I 190 I 191 ! 1 I 192 ! 193; i : 2 - 466 ! 3' •*- • :473 : 4 -48 : 5 -486 M29 1 917 i 2 , 917 ' 3 917 4 917 5 917 M30 i 1 "*••>.. ' 717 2 718 3 i 719 ' 4 72 ! ' 5 ] 721 M31 1 - 979 ! 2 i -98". i 3 ! -981 I ; 4 . I - -982 5 ! - 983 M32 1 ! -564 2 - 563! -3 !- -562 4 . -56 •• .; . i 54 ; - 559 ',• , • M33 1 945 . " ,: i 2 ' * i - 945 ', • ' 3 945 „•• 4 945 ,v 5 945 M34 - ! 1 I 681 • 2 ! 678 \ - 3 674 4 671 -: 5 667 M35 : 1 -818 2 -819 3 -82 k 4 - -821 I 5 I -822 M36 1 -406 2 -401 : i 3 ! -395 4 -39 5 i - 384 " M37 1 61 2 '!'• " 61 3 : 61 : 4 ! 61 5 i 61 M38 .. 1 416, 2 408 3 - 401 4 393 - 5 385' M39 i 1 -335 2 i -336 3 - 337 y [in] -645 -699 -746 ' - 793 153 127, 108 091 069 -592 -631 - 655 -666 - -671 -104 - 107 -111 -115 -117 » - 807 -809 (n) L/y Ratio 8169543 ' 7716242 NC : NC - 714487 1039537 1546134 2792 542 NC NC 4596 453 - 3877176 6065 356 NC : NC NC NC , NC NC :, NC 7983 603 - 803 I '= ^5759 582 -788 : -766 081 096 > 11 123 ' 139 -66 -632 ~? -598 -555 >504 -173 - 141 -112 -084 -051 -731 -675 -616 -549 -474 021 068 108 7649 403 I1 NC NC 3936 471 ! 2098 121 1425797 ! 1039624 • NC 8285 385 5854 292 7629 037 NC NC NC NC NC " NC NC NC 6881 379 i 8479 464,NC ! NC NC NC , 149 i ;NC; ! 196 - 446 -368 -289 -204 -109 -219 -161 -112 NC i NC NC i 8127065 i 8995 889 NC 284 452 392 304 i 577 891 I RISA-2D Version 65 [C \RISA\n c truss-B r2d]Page 15 Company Designer Job Number SN 61021 n c calvary June 20, 2006 1124AM Checked By _ Member Section Deflections (Continued) LC Iri94 — 195 i 196-P 1 197 198 199 200 i <- • 201 I 1 202 V *•! * 203 : 204! T 205 Member Label Sec .-/~: 4.' I 5 ! " ; M40' * ., , , I- 1 ! 2 •, ,•• - •' 3 i 4 i .5 :; M41 ' 1 .^ ; 2- 3' -u _, | 4 ' 5 xfml -338 -339 .... -055! -045 -035 -026 -016 019 014 009 : 005 _^j 0 vfml -063 -008 -397 -303; -215 -12;i 011" -005r 061 111 ..: 159 219 (n) L/v Ratio 1080514 NC V "NC • ' NC , 8258 331 7052 665 , NGV! " NC J 6210471 NC:NC NC Member AISC ASP Steel Code Checks (By Combination) 1 iirv 5 L6 i ! 7 : 8 j_ 9 L 10 11 12 i 13 [ 14 i 1 15 i 16 ! ; 17 ! -Jg— I- 20 ; 2?" 22 , 23 L2T 25 26 V 27 I 28 I 29 [ 30 ! : 31 f 32 L L.33_ ~35 1 36 ...37.J. L. 38. [.... 39 . [ 40 ' i 41 • LC Member 1 M1 1 j M2 1 ! M3 1 , M4 1 M5 1 - M6 1 M7 1 M8 1 M9 1 M10 1 M11 1 M12 1 M13 1 M14 1 M15 1 Mi6 1 M17 1 M18 1 M19 1 M20 1 I M21 1 i M22 1 M23 1 M24 1 M25 Shape ! HSS5X5X4 ! HSS5X5X4 HSS5X5X4 ! HSS5X5X4 HSS5X5X4 1HSS5X5X4 HSS5X5X4 HSS5X5X4 HSS5X5X4 HSS5X5X4 HSS5X5X4 LHSS5X5X4 HSS5X5X4 HSS5X5X4 HSS5X5X4 HSS5X5X4 HSS5X5X4 HSS5X5X4 HSS5X5X4 UCMax 244 I 551 ! 505 , 482 752 722 618 ; 622 333 ,_ 309 .. 076 389 401 ;- 576 572 589 607 324 343 HSS5X5X4 1 240 HSS3X3X4 HSS3X3X4 HSS3X3X4 HSS3X3X4 i HSS3X3X4 1 M26 A IHSS3X3X41 1 M27 i M28 U 1 M29 1 M30 • HSS3X3X4 HSS3X3X4 HSS3X3X4 HSS3X3X4 , 1 M31 ! HSS3X3X4 1 i M32 IHSS3X3X4! 1 M33 1 ^ M34 j 1 i M35 : 1 ! -M36 1 M37 1 J M38 6 1 M39 : 1 i M40 i 1 M41 HSS3X3X4 HSS3X3X4 HSS3X3X4 HSS3X3X4 i HSS3X3X4 HSS3X3X4 HSS3X3X4 i HSS3X3X4 j HSS3X3X4 249 427'-" 213 112 05 1 306 092 521 085 096- 085 Loc[ft] ; 1 i 538~5 ! 575 ; 1 797f. | 2635 12815 2875; 575, 575 2>935 575 575 575 575 2995 5391 0 0 5 5 1 Shear UC •• 111 i*- 023 I 007ITooW 053 ; 049 049 ! ' 052& 052 ,,. 050 009 003 003 i 002r 601 L 002 005 007 011 024 062 0 i ~ 007 .Q..._ o , 0 3254 0o 0 0 5 015 i 003- j 002 001 007 002 006 , t~002'k' 001 085 1 4 445 001 027 272 114 275 079 593_1 173 ! 510 ; 512 i 5 5001 5 6271 0 762 0 002 001 004 002 006 -002 008 7 62 004 ' 0 j 014 , Loc[ft] 0 Fa[ksiL_ 27 216 0 I 20 224 0 24 478 575 24478 i_5 75 ! 24 478 5 75 n 24 478 575 24478 5 75 ! 24 478 5 75 24 478 <• 0 " - 24 478 0 I 24 478 0 0 0 0... .... 24478 24478 24478 24478 24478 5 75 24 478;;575 j_24478 0 25 001 5 , 25 001 0 : 26 888 0 0 5831 0 762 22004 24862 2085 22154 17707 0 22154 7 62 17 707 0 22 154 762 17707 °— I0 0 06 0 0 0 22154 -17 707 22154 17707 22154 17707 22 154 17707 0 22154 1 Oil 0 1 17707 22154 Ft[ksiJ 276 ^276 276 VS276- 276 ,276 ^ 276 276 276 ^ 276 276 276 276 276 276 276 276 276 276 276 276 27 6 276 276 276 276 276 276 276 ^27 6 276 276 276 27*6 ,. 276 276 276 276. 276 Fbjksi] 3036 30 36 3036 30 36^ 3036 3036 3036 -3036 3036 3036 3036 3036 3036 Cb 23 1 564 23 •X -1 1 ,1 ••* •'• A Cm 24 85 85 V85"' 85 85 85 ^252\" 85 1 215 1 23 1401 1 433 30 36 >-i1 253 3036 3036 3036 1 1 1 592 3036 [ 23 3036 I2006 3036 3036 30 36"' 3036 3036 3036 30 36 3036 3036 3036 3036 276 30 36 276 3036 3036 3036 23 23 23 23 223 23 1 23 23 23 1 781 23 23 A 23 •j 23 85 85 85 85 85 85 85 85 85 85 85 85 223 85 263 85 214 Eqn H1-2 H1-1 H1-1 H1-1 j H1-1 H1-1 H1-1 H1-1, H1-1 H1-1 H2-1 H2-1 H2-1 H2-1 H2-1 H2-1 H2-1 H2-1 H2-1 H2-1 H1-2 H2-1- H1-2 H2-1 H1-2 ;»85 J--H2-1 213 85 297 85 313 85 225 85 211 .85. 2 H2-1 H1-1 H1-2 ,H2-1 H1-1 H2-1 H2-1 Hlil] H1-2 'H2-1 H2-1 3036 J.2286I 85 ! H1-1 3036 L 276 j 3036 276 I 3036 23 23 23 239 85 25 H1-2 >H2-1 1 H1-2 RISA-2D Version 65 [C \RISA\n c truss-B r2d]Page 16 -INLAND ENGINEERING DATE BY CHKD SUBJECT /J 6^ Mtf£ / te>*i. ^TZ/SHEET NO 3 1 JOB NO (ff 1 e > | -22 8k -22 8k - 467k/ft467k/ft467k/ft467k/ftTF— Loads LC1.DL+LL Results for LC 1, DL+LL N 1021 NCMPB June 20, 2006 at 10 38 AM N C TRUSS-C r2d Company Designer SN Job Number 61021 NCMPB Checked By Global 'Display Sectjpnsjor. Member Calcs I Max internaj_Sectipns for Member Calcs Include Shear Deformation Merge tolerance (in) Analysis Tolerance 15i9T: Yes 0 50%" i Hot Rolled Steel Code_ [Cold Fprmejd'Steel Code WoocI Code """ [Wood temperature Concrete Code "__. Number of Shear Regions AISC ASD9th A|Sl99 ASp ! NDS ?1/97__ASp j<io'6F~ :ACI 1999 yon Spacing Increment (in) .Concrete Stress Block [Use Cracked Sections ^ad[.Framing yearnings LynMsed_F_prce'Warnings .__ Rectangular_ "Yes " ....... "I __ LYes Hot Rolled Steel Properties 1 ; 2 - 3 4 i 5 ' Label A36 Gr 36 A572 Gr 50 A992 A500Gr42 A500 Gr 46 E [ksi] 29000 ! ; 29000 i 29000 i 1 29000 ! !- 29000 G [ksi] 11154 11154 11154 11154 11154 i I i Nu 3 3 3 3 3 Therm (\1_E5 F) 65 65 ! 65 i 65 i 65 ; Density[k/ftA3] 49 49 49 49 49 Yieldfksi] 36 50 i 50 42 ! 46 Hot Rolled Steel Section Sets Label1 1 i HR1 1 2" . HR2 Shape .Design Lisl : HSS8X8X4 Tube : HSS4X4X4 ,Tube : Type i Beam ! Beam Material I - A500 Gr 46 i i A500 Gr 46 i Design Rules Typical Typical A[in2] L(_9_Q,27Q)[i. 7 085 70 527 ! 3365 i 7788 I(0,180)[m4]1 70527 i 7 788 • Member Primary Data .' 1 I ..Label M1 P2 ! M2 ! 3 I | 4 .-:...! 5 : [16 • ~ ; 7 i i 8 ' ~ M3 -M4 M5 M6 M7 M8 I Joint N1 N2 N3 N4 N5 N6 N7 N8 J Joint Rotate(deg) Section/Shape N2 ! ; HSS4X4X4 N3 : N4 N5 N6 N7 I N8 N9 i I HSS8X8X4 : HSS8X8X4 i HSS8X8X4 HSS8X8X4 HSS8X8X4 HSS8X8X4 HSS8X8X4 Design List Tube Tube Tube Tube Tube Tube Tube Tube Type Beam Beam Beam Beam Beam Beam Beam Beam Material : A500 Gr 46 !A500Gr46 j A500 Gr 46 JA500Gr46 ! A500 Gr 46 i A500 Gr 46 ; A500 Gr 46 ! A500 Gr 46 Design Rules Typical Typical ; Typical i Typical i Typical I Typical ! Typical \ Typical ! M9 N9 N10 HSS8X8X4 Tube Beam !A50QGr46 i 10 ,11 M10 : N10 M11 N11 N11 : N12 ; i HSS8X8X4 J HSS8X8X4 ! Tube Tube Beam A500 Gr 46 I Beam A500 Gr 46 Typical ; Typical 12 M12 N12 N13 !HSS4X4X4 ! Tube : Beam !A500Gr46i Typical 13 M13 N13 N14 HSS8X8X4 Tube Beam :A5QOGr46 Typical 14 M14 N14 N15 HSS8X8X4 Tube Beam |A500Gr46 ! Typical 15 M15 N15 N16 HSS8X8X4 Tube Beam |A500Gr46 Typical 16 ; 17 : 18 19 ! 20 M16 M17 M18 M19 M20 i N16 ' N17 : N18 i N19 ! N20 N17 ; N18 N19 N20 N21 ' i HSS8X8X4 i HSS8X8X4 ; HSS8X8X4 HSS8X8X4 HSS8X8X4 Tube Tube Tube Tube Tube Beam Beam i Beam i Beam A500 Gr 46 | Typical A500Gr46 Typical A500Gr46 Typical A500 Gr 46 Typical :: Beam |A500Gr46 Typical RISA-2D Version 65 [C \RISA\N C TRUSS-C r2d]Page 1 Company Designer SN Job Number 61021 NCMPB Checked By. Member Primary Data (Continued) Label I Joint 21 j M21 N21 22 i M22 N22 23 : M23 N2 24 I M24 N22 25 ! M25 i N3 26 i M26 ! N21 27 M27 N4 28 M28 N20 29 i M29 i N5 30 M30 i N19 31 ; M31 I N6 , 32 i M32 ! N7 33" ! M33 I N18 34 ' M34 i N8 35 M35 N17 36 j M36 N9 37 i M37 ! N16 38 ! M38 : N10 39 M39 J N15 40 ; M40 ! N11 u 41 j_ M41 i N14 J Joint Rotatek N22— N1 "'1 ' N22 N3 N21 i N4 N2~6 i N5 ! N19 N6 N18 N18" N8 N17 N9 N16 ' N10 N15 , N11 i r~ N14 N12 i leg). Section/Shape. ! HSS8X8X4 1 i HSS8X8X4 i HSS4X4X4 ! HSS4X4X4 HSS4X4X4 HSS4X4X4 HSS4X4X4 1 HSS4X4X4 . HSS4X4X4 HSS4X4X4 HSS4X4X4 Design List [ Tube Tube Tube Tube Tube Tube Tube Tube Tube _. Tube_._ Tube | HSS4X4X4 ! Tube j HSS4X4X4 i HSS4X4X4 HSS4X4X4 i HSS4X4X4" HSS4X4X4 HSS4X4X4 HSS4X4X4 HSS4X4X4 HSS4X4X4 Tube Tube Tube Tube Tube. Tube Tube Tube Tube Type Material Design Rules Beam : ASOO Gr 46 Typical . Beam iA500Gr46 Tvpical i Beam ASOO Gr 46 Typical Beam 1 ASOO Gr 46 | Typical : Beam A500Gr46| Typical ! Beam ASOO Gr 46 Tvpical ' Beam ASOO Gr 46 Tyjpical Beam jA500Gr46 Typical ; Beam |A500Gr46 Typical ; Beam ! ASOO Gr 46 Typical ! Beam |A500Gr46 Typical Beam ASOO Gr 46 Typical Beam A500Gr46 Typical i Beam jA500Gr46_ Typical Beam ASOO Gr 46 Typical i Beam ASOO Gr 46 Typical Beam ASOO Gr 46 Typical i Beam AsbbGr^I typical ! Beam ASOO Gr 46 Typical ; Beam A56oGr46~| typical Beam ASOO Gr 46 Typical Joint Coordinates and Temperatures I 1 I 2 3 i 4 : 5 ! 6 7 ! 8 ' 9! 10! 11 i 12 ' 13 I 14 ' 15 i 16 17 ! 18 19 I 20 : 21 [ 22 Label I N1 I N2 N3 N4~ N5 N6 N7 N8 N9 N10 N11 N12 N13 N14 N15 N16 N17 N18 N19 N20 N21 N22 X[ft] _ _ _ 0 0 53 106 159 L 21 2 265 31 8 371 424 477 53 53 477 424 371 31 8 265 21 2 159 106 - 53 . _. ____.Y[ft] _. . 0 5 5 5 5 5 5 0 5 5 5 5 0o 0 Q_. " 0 0 0 0 0 0 Temp [Fl 0o 0 0; o ". Q__ . 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0, . o I I ! I j I I ] I i I I Joint Boundary Conditions : 1 I I 2 ! Joint Label N1 N13 X Jk/in] i Reaction Y [k/m] Rotation[k-ft/rad] Footing Reaction ; Reaction j RISA-2D Version 65 [C \RISA\N C TRUSS-C r2d]Page 2 Company Designer Job Number SN 61021 NCMPB Checked By.3b~ Hot Rolled Steel Design Parameters rii ? 3 4 5 6 7 I 8 9 10 11 1? 13 14 15 16 17Li a. \ 19 ?0 21 22 ! 23 p24 25 26 27 L28 29 30 31 32 33 .34... 35 36 37 _.3S_ 39 40 I 41 Label Ml M2 M3 M4 M5 M6 M7 L....M8 M9 Shape Length[ftJ Lb-outJftJ Lb-m[ft] Lcomp top[ft]Lcomp bot[ft] K-out K-in Cm Cb Out s In sway |HSS4X4X4 5 : i i : i HSS8X8X4; 53 | U I | j • | IHSS8X8X4 53 ! i ' • . ; JHSS8X8X4! 53 i I '• ' ; . i j ; , IHSS8X8X4J 53 ! ! IHSS8X8X4I 53 j j : JHSS8X8X4! 53 | ; ! ! : : | HSS8X8X4_L 53: I I i ! '' 1 ' l_ ' IHSS8X8X4! 53 T ! ! ' - M10 "HSS8X8X4i 53 ... ' | •• ; ; j , i ., ; , J M11 M12 M13 M14 M15 M16__. M17 M18 M19 M20 M21 M22 M23 M24 M25 M26 M27 M28 M29 HSS8X8X4I 53 : | i : iHSS4X4X4l 5 i .' r : ! ' i * j ;HSS8X8X4| 53 i HSS8X8X4I 53 : ; ' ; ' | y • 1 HSS8X8X4 53 I HSS8X8X4- 53 j | 1 | ! J ' "HSS8X8X4 5^3 I "" ; "" """" "" ~ !li HSS8X8X4I 53 " i : ! ! ! i .' ; HSS8X8X4 153 ' ; : . ! HSS8X8X4: 5 3 : ... | J- -• i i ! HSS8X8X4i 53 • | HSS8X8X4J 53 ' . .. j I - '• , I HSS4X4X4 ; 7 286 j ! i i HSS4X4X4: . 5 I : .. ! i i ' i ''; j HSS4X4X4 j 7 286 i 1 ] ^534X4X4! 5 1 ••'[_ \ 1 i -1 1" i HSS4X4X4 7286 i ; HSS4X4X4! 5 \ j_ ! i i 1 j HSS4X4X4 -7286 i i T M30 IHSS4X4X4; 5 j [ (_ j : j M31 M32 M33 HSS4X4X4 7 286 1 1 HSS4X4X4I 5 - -• __, ; j : ! ! HSS4X4X4 . 7 286 i j : M34 ' HSS4X4X4] 5 , I ' i 'III'. M35 I HSS4X4X4 i 7 286 : I ' I M36 M37 _M38_ M39 M40 M41 HSS4X4X4^ 5 1 • • ' ..... i i'- : 1 HSS4X4X4 , 7 286 . 1 HSS4X4X4! 5 1 I i ; HSS4X4X4 ' 7 286 HSS4X4X4: 5 | ; ; HSS4X4X4 , 7 286 I Joint Loads and Enforced Displacements JpjnJ Labej_..__ L,Q,M. No Data to Print Direction Magn!tude[k,k-ft m.rad k*sA2/ft] Member Point Loads (BLC 1 PL) Member L_ab_el 1 M5 2 M8 Direction V V Magnitudefk,k-ft] -13 -13 Location[ft,%] 6 i 47 i Member Point Loads (BLC 2 LL) Member Label Direction Magmtudefk k-ft]Locationfft %] RISA-2D Version 65 [C \RISA\N C TRUSS-C r2d]PageS Company Designer Job Number SN 61021 NCMPB Checked By Member Point Loads (BLC 2 LL) (Continued) _ Member Label II _ M8_ [ 2 : _ ... M5 _Direct!0_n. Magnjtude[kJ<;ft]_ Location[ft.%] .".r!".~ I^s 8 I r' ZTT ~ 1T~ Member Distributed Loads (BLC 1 PL) Member Label_ ^.Direction .Start Magnitude[k/ft,d £_nd Magnitude[k/ft.d M19_ ._. y 15 i 15 .Start Locationfft.%] End Lpcat!pn[ft,%]' i 2 M18 : 3 M17 4 M16 5 MiS 6 M14 7 M22 "8 M21 I 9 I M20 i 10 ! M13 11 1 MS : 12 M6 i 13 M7 14 ! ; M8 i y [ 15 f: V i 15 y ! 15 y 15 y< i 15 - . jy_ 15 y i 15 y 15 i y , 15 71 V i -29 _y 1 -29 V -29 V r -291 ? 15 , 15 15 " "15 15 15 15 15 15 -29 -29 -29 -29 ! o 0 I 0: 0 0 i .... 0 ... i 0 , 0 .1 0 ..1 o ! 0 0 0 0 0 0 0 0 0 . 0" o - 0 0 0 0 0 ::] Member Distributed Loads (BLC 2 LL) Member Label Direction Start MaanituderWft.d 1 : M5 2 M6 3 M7 4 ' » M8 5 ; M22 6 i M21 7 M20 8 M19 9 M18 10 : M17 11 M16 12 M15 13 : M14 14 I M13 V -177 V : -177 V -177 V ; -177 V 12 V ! 12 v 12 i V i 12 ! v • 12 ! v < i •• 12 v I 12 v i 12 v ; 12 i v ! 12 .End Magmtude[k/fLd : -177 ! -177 ; -177 - 177 - 12 - 12 12 12 12 12 12 ! - 12 i 12 ! - 12 Start Location[ft,%] 0 0 0 0 0 0 0 0 0 0 0 0 0o End Location[ft,%] 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Basic Load Cases _.., .BLC ..Descnption ! _DL _ 1 LL Category __ PL _ ...LL X Gravity Y Gravity Joint -1 I Point 2 Distributed. _ 1.4 Load Comb/nations _ Description_SolyePD _SR_ BLC Factor BLC_FactojL_B.LC F_ac_tor BLC Factor BiC_Factor _BLC Factor BLC Factor BLC Factor 1 . DL+LL Yes .._'. ; DL 1 i LL ! 1 j . !_. : .., i Joint Deflections 1 i 2 ! _ 3. .j. LC 1 i 1 i 1 i Joint Label N1 N2 N3 X[m] 0 245 234 Y[m]_; 0 i -022 -366 Rotation [rad] -5 403e-3 '• -5 228e-3 i -5179e-3 : RISA-2D Version 65 [C \RISA\N C TRUSS-C r2d]Page 4 Company Designer Job Number SN 61021 NCMPB Checked By 3"? Joint Deflections (Continued) LC Joint Label 4 I 1 i "" N4- 5.1. N5 6 i 1 | v N6 7 I 1 N7 8 1 i N8 9 1 • N9 10 1 ' N10 11 1 . N11 12 i 1 N12 13 ! 1 N13 14 1 I N14 15 i 1 i N15 16 i 1 i N16 17 I 1 N17 18 ! 1 "i - N18 19 ! 1 N19 20 1 N20 21 : 1 ,. N21 22] 1- ! „ N22 _..:_.,_ X[ml , 211 178 142 105 068 _ 032 - 002 • -024 -036 209 _ 209 _ . 197 174 141 105 068 035 012 " .; 0 Y[ml -682 -946 -1 084 -1 127 -1 084 -946 -682 -366 -022 0 L_ -346 -664 - 928 -1 079 -1 126 -1 079 -928 -664 -346 Rotation fradl -44518-3 -3 753e-3 -1 136e-3 0 1 136e-3 3 753e-3 4451e-3 5 179e-3 ._ 5.228.e-3 5 403e-3 5J57e-3 4 577e-3 - . 3 256e-3 - 1 493e-3 '0 -1 493e-3 -3 256e-3 -4 577e-3 -51576-3 Joint Reactions (By Combination) • 1 j ?! 3 ! 4 I! ; I c 1 1 1 1 ""! ' " ' r - Joint Label N1 N13 Totals COG (ffl X[k] ._ ; 0" L o i 0 X 26 5 YFkl 36915 i 36915 i 7383 i Y 3 895 MZ [k-ft] o ! 0 .. : | Member Section Forces LC Member Label Sec 1 1 ! 2 • 3 i 4 i 5 : i 6 ^ 1; 7 ; ! 8 I ! 9! 10! 11 1 I 12 . . 13 I 14 i 15 i 16 >1 ' 17 ' M1 i 1 I 2 i 3i : 4 I 5 M2 I 1 i 2 : 3 : 4 i 5 M3 1 i- 2 i 3 i 4 5 M4 I 1 ! 2 Axial[k] 35 287 35 273 ! 35259 35 244 i 3523 37 232 i 37232 37232 i - 37232 37 232 73 159 73159 I - 73159 73 159 i 73159 106927 i ' 106927 Shearfkl -889 -889 -889 -889 -889 1 175 1 143 1 111 1 079 1 047 867 835 803 771 74 322 29 Moment[k-ft] -2277 -1 166 -055 1 056 2 167 2869 1 333 -16 -1 611 -3019 234 — 894 -1 979 -3 023 -4024 -1 13 -1 535 106927 258 -1 898 19 i 4 20 : ' 5 j 21 1 • M5 11 22 • i i 2 1 23 3 . 24 : ..41 25 : ! ..._„ .. . _, 5 ! 106927 ; 226 : -2219 106927 i 194 117289 2181 117289 ' \ -164 117289 -2291 117289 i -2942 -2 497 971 -10967 -8362 -4895 117289 . -3593 i -566 RISA-2D Version 65 [C \RISA\N C TRUSS-C r2d]Page5 Company Designer SN Job Number 61021 NCMPB C 3^necked By -^ £.? Member Section Forces (Continued) LC Member Label ! 26 1 i M6 27 i! 28 i : 1 29 i 1 30 i 31 • 1 M7 32 j 33 | I 34 [ ! 35 j I 36 ; 1 ' M8 I 37 I 38 ! : 39 : ! 40 ! ! 41 1 ; M9"42 1 ; r~ " " I 43 ! 44 45 I 46 : . 1 M10 ! 47 : 48 ; 49 ; 50 : 51 | 1 Mil 52 : j i 53 : i 1 54 : 1 i 55 ' i .56 1 : Ml 2 57_, I 58 ' : 59 i 60 !: 61 ! 1 M13 ! 62 i 63 j 64 . j 65 1 1 66 i 1 M14r.• 68 i 69 ! 70 | I 71 : 1 M15 L.72 ; 73 74 ; 75 : 76 i 1 i M16 77 ! . .78 _} 791 " " ' 80 | ~ " ~ ~~ 81 ! 1 M17 82 i ' | ' " " ' ~ Sec Axialfkl ,.> j 1 i 119074 j 2 i 119074 i 3 I - 119074 4 ; 119074 .' 5 •:• 119074 1 119074 i 2 119074 ! 3 119074 i 4 119074 5 119074 1 I 117289 i 2 117289 3 ~1 117289 - 4 ! 117289 5 : 117289 1 106927 2 „ 106927 3 106927 4 106927 5 106927 1 i ' 73 159 ; 2 73 159 Sr ' 1 earfk] 87 . '- 219 Momentfk-ftl . . -39 -2436 1 568 ! -3 62 L_ _ -1 083 733 733 083 568 219 -1 87 3 2 2 593 942 291 1 64 -21 81 - - 194 226 258 -29.322 -74 - 3 j 73159 j 4 73159 5 -'i 73159 i 1 37 232 2 37 232 3 37 232 ~\ 4 i 37232 5 37 232 I 1 ; 3523 2 35 244 3" i 35259 ' 4 35 273 "^ 5 ( 35287 1 j - 889 2 i -889 31 -889 4 -889 5 - 889 1 * • 1 -38156_ — j — —2 " -38 156 — - 1 3 i -38156 4 : -38 156 5 -38156 1 ; -74 025 j 2 -74 025 3 -74 025 4 I ' -74 025 5 -74 025 j 1 -107739 2 : -107739 3 -107739 4 -107739 5 -107739 1 -117358 ! 2 [ -117358 ~~f _ - -1 -1 -1 - -1 -1 771 803 835 867 047 079 111 143 175 889 889 -1 -1 _ v _ t _ " -1— -1 _ 889 889 889 628 238 848 459 069 419 029 639 -25 14 -2006 -1 -1 _ _ . _ - 616 227 837" 447 829 439 049 34 73 708 319 -3942 , -3402 -3402 -3942 -362 , -2 436 -39 -566 _ r_4_895 -8 362 -10967 971 -2497 -2219 -1 898 -1 535^ -1 13 -4 024 -3023 -1 979 -894 234 -3019 -1 611 -16 1 333 2869 j .....J I — — i 1 — -j 2167 1 056 -055 -1 166 -2277 ! -2277 -378 1 004 1 87 2219 -829 793 1 898 2487 2559 -398 2002 3886 5253 6104 3906 4745 5069 4876 4167 35 4181 i"' i ._._.. 1 RISA-2D Version 65 [C \RISA\N C TRUSS-C r2d]Page 6 Company Designer Job Number SN 61021 NCMPB Checked By Member Section Forces (Continued) II I ! I LC Member Label Sec Axial[k] 83 i 3 I -117358 : 84 ! r 4 ! -117358 ! i 85 i i 5 ! -117358 86 1 I M18 •" 1 ••! -117358 ! 87 2 . -117358 88 i • I 3 i - -117358 i 89 j | 4 , -117358 i 90 I " I • i 5 ! -147358 ! 91 ! 1 I M19 ! 1 -107739 92 i 2 I -107739 i 93 : 3 ! -107739 94 : -. • ., ' 4 | -107739 ! 95 5 : -107739 96 1 M20 ' •••; 1 i v-74025 , 97 2 -74025 \ 98 f. ' 3 i -74025 i 99 4 -74 025 100 ~' ! 5 !' -74025 i 101! -i M21 1 -38156 I 102: i 2 -38156 103 3 -38156 104 - -• -4 v'- -38156 •< 105 i 5 -38156 106 i 1 . M22 N-K 1 -; -889 107 . 2 -889 : 108! " : • I 3 -889 109 i 4 -889 110; ' , , I 5 I "---889 . i 111 1 M23 11 -49806 112! ! 2 - -49791 ! 113 : 3 -49777 114 4 -49763 115 : ! • 5 ' -49748 11611 M24 - • 1 ! 32 622 , 117 2 32608 1181 i • i 3 i ^32593 119 4 : 32579 120 5 i 32565 121 1 M25 1 ! -4793 122 - . i , 2 -47916 123: i .3 -47902 124! - '- I 4 -47887 125! ! 5 -47873 I 126 ! 1 i M26 ! 1 30515 I 127 ! i 2 305 128 I - i 3 < ! " 30486 129! 4 | 30472 130 I • I 5 30458 131 1 ! M27 ' 1 -4512 132 ;! i 2 -45 106 133! 3 -45091 134> . -i 4 , I -45077 135 5 -45063 136 1 I M28 "1 ; 30411 137 2 ; 30396 ! 138 i 3 30 382 i 139 4 30 368 Shearfkl Moment[k-ft] 071 4 345 461 3 993 85 3 124 -85 i 3124 - 461 3 993 - 071 I " 4 345 319 4181 708 : .. 35 -73 ! 4167 - 34 I 4 876 049 : 5 069 439 4 745 829 3 906 447 i 6104 837 5 253 1227 3886 1616 • 2002 2 006 * - 398 - 14 2 559 25 2 487 639 1 898 1 029 793 1419 -829 069 2219 459 | 1 87 848' , 1004 1 238 - 378 1 628 I -2 277 - 168 ; - 702 -183 " -382 .rJ99 -034 - 214 I 342 - 229 745 - 924 ! -2 303 - 924 -1 148 - 924 ! 007 -924 1 162 -924 i 2317 - 201 - 936 -216 •• , .', -556 -232 -148 - 247 I 288 - 262 751 - 867 J -2 206 -867 -1 123 -867 ' -04 - 867 1 044 -867 - 2127 -12. -767 -135 " • -535 -15 : -276 -165 011 - - 18 326 - 812 - -1 873 -812 i -858 . -812 156 -812 1171 RISA-2D Version 65 [C \RISA\N C TRUSS-C r2d]Page 7 Company Designer SN Job Number 61021 NCMPB Checked By Member Section Forces (Continued) LC Member Label Sec Axialfkl I 140 . ' 5 i; 30 353 141 . 1 M29 . 1 . -12 942 1142' - i -.- I 2^ ! -12928 143 i ! 3 i -12914 I 144! ! - ., ' 4 -= i -12899 '145 5 -12 885 146 i 1 , >M30 1 1 7215 147! 2 7201 I 148 L ' : - 3 I 7186 Fl49l 4 I 7172 I 150 I J ; 5 I 7158 151 1 I M31 I 1 : -2412 .152 ;' [ 2 \ " -2.398 153 ! 3 i -2384 [154 " '• | 4 j -2369 155 5 I -2355 156 1 | M32.. L- .1 | .1467 i 157 ! i : 2 I 1 481 158^ • , - - I 3 I <1495 159 4 | 1509 '160 ; -. 5 I £ 1 524 161 1 M33 1 I -2355 I 162 ; ., , • • 2 ' i -2369 163 3 -2384 164 '' -'* 4 I -2-398 165 5 -2412 i 166 j 1 - M34 -I 1 - j 7158 !167! 2 7172 i 168 ! " " - i ; 3 -?- ! 7 186 169 i 4 7201 I 170 - i 5 i -: 7215' I 171 1 M35 ! 1 -12885 i 172! x 2 : ! -12899 173 3 -12914 [1741 1 •• " _„ 4", | -12928 175 5 ! -12942 ! 176 1 M36 ! 1 -\. 30353 177 2 30368 1178; : " - 3 - i 30382 179! i 4 30396 180 ! .* i - •<• ' - , 5 i 30411 181 1 ! M37 1 -45063 182: 2 ! -45077 :183i 3 -45091 I 184! ••• ••..*' 4 \ -45106 185 I 5 -45 12 186^ 1 - M38 t 30458 .187 2 30472 I 188 ' . i 3 30486 i 189 ; 4 305 |190! j ': " 5 30515 i 191 ! 1 i M39 I 1 "• -47873 I 192 I j 2 i -47887 193 : I 3 i -47902 194: " j 4 - I . -47916 M95! • ! 5 I -4793 1196: 1 ! M40 . = 1 L 32565 Shearfkl L -812 -198 i -213 -229 I -244 i -259 ! -068 -068 i -068 -068 - 068 , 055 i 04 025L ... 01 ' -005 0 ' 0 0 0 I o 005 -01 -025 -04 -055 068 068 068 - 068 068 259 244 229 213 198 812 812 812 : 812 812 '*"j 18 165 ! 15 135 12 J 867 867 ;867 867 867 _, 262 247 232 216 201 924 Momentfk-ftl 2185 -1 283 i -908 -505 i -075 383 i- -. , - 283 | _^QJ L -112 i -026 059 -117 ! - 20~4 -263 - 295 -299 0 ' 0 L : o 0 0 -299 - 295 -263 - 204 -117 059 -026 -112 -197 - 283 ! 383 -075 -505 -908 ! -1 283 2 185 1 171 ! 156 -858 -1 873 326• 011 -276 -535 ! -767 i 2127 I 1 044 -04 -1 123 -2 206 751 i 288 J -148 -556 -936 : 2317 RISA-2D Version 65 [C \RISA\N C TRUSS-C r2d]PageS Company Designer SN Job Number 61021 NCMPB Checked By *f*/ Member Section Forces (Continued) LC:197! ! 198 I * ; 1991 200! - 201 ! 1 | 202 I ;X 203 204 | , !205 Member Label :Sec Axial[k] 2 ! 32579 i : 3 i 32593 ! 4 32 608 : "5 , \ 32622 i I M41 1 -49748 I : 2,:. .H -49763 i ! 3 -49777 i 4 ! -49791 i I 5 j -49806 ; Shear[k] 924 924 924 : 924 229 214 199 183 168 Moment[k-ft] 1 162 007 -1 148 . -2 303 745 342 -034 - 382 -702 Member Section Stresses LCnrri i ~ "~2"j n. ~ ; 3 I 4 i | 5"t~ 6 ! 1 7 8 i9 ~1 10 I t 11 1 I ! 12 I 13 LL415 ~ ~ " 16 ! 1 -t; 17 ; 18 ! 19 i I 20 ! i 21 i 1 22 r ! 23 ! 24 : i 25 i I 26 i 1 27 ! 28 I 29 I..30 i •- i 31 1 32 T 33 IC34'::.::::Jr ~ 35 36 : 1 37 I 38 I ! 39 ; : 40 : 41 i 1 42 ! 43 44 Member Label Sec M1 1 / J 2 j 3 l> 4 I 5 M2 . J 1! 2 I 3 - ; 4 , . ! 5^ M3 1 2 3- " " ! !4 ' " 5 M4 i 1 : 2 u_ 3 4•,-..,• | 5 M5 1 ! 2 " 3 4 5 M6 1 2 i -.3 .: 4 5 M7 1 !-• 2 • 3 4 5 M8 1 i 2 i 3 4 . 5 ; M9 1 : h 2 ! 3 i4 ! Axialfksil I 10488 I 10484 ! 10479 ! 10475 ! 10471 i 5255: 5255 I 5255 5255 5255 10326 10326 10326 10 326 10326 15093 15093 •>• 15093 15093 ' 15093 16556 Shear[ksi] -478 i -478 -478 L -478 i -478 i - 316 ! 307 ! 299 29 ; 281 i 233 225 216 ! 207 199 087 . 078 ^069 061 „<•;;• 052 . 5863 16556 ! -441 16556 16556 16556 16 808 16808 16808 16808 16808 16808 16808 16808 16808 „ 16808 - 16 556 16556 16556 16556 16556 15093 15093 15093 15 093 -616 - 791 -966 503 328 153, -022 ! -197--" 197 022 -153 -328 -503 -:.» 966 791 616 441 -5 863 * -052 -061 -069 -078 Top Bendmqfksi] 7015 3592 169 -3254 -6677 ,1 952 -907 109 • 1 096 2055 -16 608 1 347 2057 2738 769 1 045 1292 1 51: n :ri -661 7 464 ' 5691 3332 385 - 266 1 658 I 2 464 „-- 2683 2315 2315 2 683 „ 2464 1 658 266 385 3332 5691 7464 -661 1 7 .1 51 1 292 1045 Bot Bendinqfksi] -7015 -3 592 -169 3 254 6677 1 952 907 -109 -1 096 -2055 16 -608 ^ -1 347 -2057 -2738 - 769 -1 045 -1 292 -1 51 -1 7 661 | ] :.. -7 464 ! -5 691| ^ 332 - ! -385 | - 266 n i -1 658 I -2 464 : -2 683 i ,-2315 . . I -2315 TV -2683 -2464 I -1658 -266 i -385 -3332 -5691 -7464 " 661 -1 7 -1 51 -1 292 -1 045 RISA-2D Version 65 [C \RISA\N C TRUSS-C r2d]Page 9 Company Designer SN Job Number 61021 NCMPB Checked By _ffj2- Member Section Stresses (Continued) LC Member Label Sec i 45 "46 1 I • 47 1[48 r •'" ~ 49 I 50 ; 51 , 1 f 52'] !- " i 53D*^"' : ~ ~ 55 56 1 ; 57 ,"58~, ' ~ i^ ' ~ 59 60 I 61 1 62 63 64 ! -I 65 I I L66J 1 "67 : ~ " 68 i . 69 [70 ! ! 71 1C72"" ~ ! i 73 ; f74^ I 75 ! ! 5 M10 1 2 .-r 3: 4 I 5 ' M11 1 ! 2 3 4 5 M12 1 2 3 4 - i 5 M13 1 , i 2 3 I 4 • I 5 M14 I 1 2 .", 3 4 L 5 M15 1 ~" 2 3 £4 5 76 i 1 i M16 1 . I 77 ' T'78 : i ~ 79 ;s"b i i 81 1 . U82 I 83 I 84 85 86 "I 1" "I " 87 88 ; ! 89 I 90 I 91 1 I 92 93 [J4_u_ |_ . .95 'r^ I 96 ! 1 i 97 "98 99 I , 106T - •' ! 101 1 _ 2 ! 3 4 ! 5 M17 1 |" 1 =2 ! 3 : 1 4 ! 5 M18 , 1 2 3 4 5 M19 1 2 3 i 4 : 5 M20 -. 1 i 2 , 3 1 4 i~ "" r~"5~T M21 1 i Axialfksil 15093 10326 ! 10326 1-J 10326 *- 10326 I 10326 5255 5 255 5255 •, 5255 5255 ! 10471 , 10475 10479 10484 - 10488 , -125 Shear[ksi] -087 -199 r .... -207 I -216> -225 ! -233 -281 j_. -29.... . I -299 " -307 -316 i 478 I 478 ! 478 _. .. 478 I 478 ! -438 v- -125 I - -333 -125 - 125' -125 -5 386 -5386 -5 386 -5386 -5386 -10449 -10449 -10449 -10449 -10449 -15208 -15208 -15208 -15208 -15208* -16 565 -16 565 -16565 -16565 -16565 -16565" -16 565 -16565 -16565 -16565 -15208 -15208 -15208 -15208 -15208 -10449 I -10449 -10449 -10449 -10449 -5 386 -228 -123 , -019 -381 -277 -172 -067 038 -539 - 435 ' -33 •i - 225 > -12 - 223 -118 -013 092 196 -19 -086 019 124 229 -229 -124 -019 086 Top Bending[ksi]_ Bot Bending[ksj]_ 769 I - 769 I 2738 2057 ! 1 347 •- 608 ! - 16 i 2055 : : ,1 096 109 " ' • - 907 -1 952 I -6677 -3 254 j _ 169 , ... ! 3592 i 7015 1 549 I 257 -683 i -1 273 -1 51 "564 -539 -1 292 -1 692 -1 742 271 -1 363 -2645 -3575 -4154 -2658 -323 -345 -3318 -2836 -2382 -2845 -2957 -2717 -2 126 • -2126 -2717 -2957 -2845 19 - I -2382 -196 -092 013 .1; 118 i 223 12 n 225 33 435 539 -038 -2836 -2738 ' -2057 -1 347 -608 _; 16 * -2055 -1 096 -109 ,-•- 907 1 952 6677 3254 -169 -3592 -7015 -1 549 -257 683 , 1 273 1 51 -564 539 1 292 1 692 * 1 742 -271 ••>'-' 1363 - 2645 3575 4 154 2658 323 345 3318 , 2 836 2382 2845 2957 2717 2 126 2126 2717 2957 2845 ' 2382 2836 -3 318 I 3 318 -345 -3 23 -2658 -4 154 -3575 -2 645 -1 363 271 | -1 742 345 323 2658 4 154 1 3575 2 645 1 363 -271 1 742 RISA-2D Version 65 [C \RISA\N C TRUSS-C r2d]Page 10 Company Designer Job Number SN 61021 NCMPB Checked By. Member Section Stresses (Continued) LC Member Label Sec |102| -I 2 I 103 i 3 104 • 4 105 . 5 106 1 j M22 I 1 107 i 2 ! 108 : i 3 109 | 4 |110I ' 5 111 : 1 M23 1 |112: ' i 2 113 i 3 114 i j 4 115 , 5 M16J.M ! " M24 V.- | 1:n7 i 2 118; , • , 3 119 4 120! I !;; ; 5 121 i 1 ! M25 1 122 i i : 2 123 : 3 124 ! - •, •. ' 4 125 i 5 1126 1 i -M26- ,.. 1 127 2 I 128 - 3 129 4 1301 i 5: 131 1 M27 1 132 ! M ! 2 133 i '3 ! 134 ' ! • I 4 135 5 1 136 1 I M28 1 Axialfksil ! -5 386 -5 386 : ,-5 386 -5386; -125 -125 i - 125 . -125 "•--125 -14803 -14 799 -14 794 -1479- -14 786 - * 9 696 9691 „ 9 687 9683 ,• 9 679 -14 246 •* -14241 -14237r -14233V -14229 9069 9065 9061 9057 9 052 -1341 -13406 -13402 -13398 -13393 9038 137 j i 2 I 9034 .13.8: i 3 i 903 139 i 4 140 ! 5 141 1 M29 : 1 142 ! ' 2 143 3 [144' " I 4 i 145 j i 5 ! 1146 1 | M30 | 1 I 147 j ! 2 I 148 i '13 149 : 4 ..15Q.J j J 5 | 151 1 ' M31 1 ! 152 i : j 2 I 153 .' ; i 3 i 154J_ ! I 4 i I 155 ! : 15 I 156 : 1 ! M32 ! 1 i 157.: : , 2 i 1 158.1 I 1 3 i 9026 ' 9 021 -3847 Shearfksrt TOD Bendinafksil 067 _[ -1 692 172 i -1 292 277 • -5391 381 564 019 J -1 51 123 j -1 273 228 '• -683 333 257 438 ! 1 549 -09 2163 ! -099 j 1176 -107 ! 104 -115" i -1053 -123 i -2295 -'- -497 i 7097 - 497 3 538 Bot BendinqfksiJ 1 692 1 292 j 539 j -564 "1 51 ! 1 273 683 -257 -1 549 -2 163 : ! -1 176 -104 ' v 1 053 i 2295 ! 1 -7097 ' ; -3 538 j -497 -021 . 021 i - 497 -3 581 -497 -714 ",., -108 ! 2885 -116 ! 1713 - 124 456 -133 -886 -141 -2314 - -466 ! 6798 - 466 3 46 -466 i 122 -466 : -3216 -466 i -6554 - 064 : 2 362 3581 714 -2 885 ' -1 713 -456 886 j 2314 ! -6798 -346 - 122 I 3216 . 6 554 -2362 - 072 | 1 649 j -1 649 - 081 i 85 - 089 j - 034 - 097 , -1 003 - 436 i 5 772 - 436 2 645 - 436 I - 481 - 436 ! -3 607 - 436 i -6 734 -107 3953 -3842 , I -115 I 2797 -3838 -3834: -383 2 144 214 2 136; 2 132 2 127 -717 -713 -708 ,-704 -7 436 44 444 - 123 I 1 556 -85 034 1 003 -5 772 - -2645 481 v 3607 6 734 ; -3 953 : -2 797 -1 556 I " -131 | > 23 J" -23 : -139 i -1181 -037 ! ' 872 - 037 608 -037 i 345 t - 037 081 -037 I -183 - 03 ! 359 1 181 '' -872 -608 -345 -081 i 183 i - 359 022 i 628 .' -628 013 811 005 i 909 - 003 ! 921o _l • o 0 I 0 0 i 0 -811 -909 -921 0o — i"o """J RISA-2D Version 65 [C \RISA\N C TRUSS-C r2d]Page 11 Company Designer SN Job Number 61021 NCMPB Checked By fr Member Section Stresses (Continued) 1C Member Label Sec .. 159 J : 4 160 ..-I- , 5 161 , 1 M33 1 I 162 i ! 2 •• 163 i 3 164 M !•• 4 165 I • i 5 166: 1 ..,:•> M34 1 1671 : 2 168 i ' 3 169; 4 170: T ! 5 171 I 1 : M35 1 172 . i 2 173 i 3 174: ,|- 4 , 175 . 5 i 176 1 I M36 - 11 177 I i 2 178! ' I 3 179 i : 4 180 - I ! 5 181 1 M37 ! 1 1182: |, 2 183 i 3 184 4 185 5 186^ 1 ; M38 1 187 2 J88 I 3 189 14 190 ,x- 5 191 1 M39 1 192 | • ,2 193 ! : 3 194 ! ! ' - i i 4 195 i 5 196 1 M40 ., I 1 197 2 ^198 j > * \ •: | 3 1991 4 200 ! •' ' i 5 '" 201 1 M41 ! 1 202 j ! 2 203 i i 3 204 , ! . i 4 205 I 5 . Axial[ksi] 449 453 -7 -704 -708 -713 -717 2127 2 132 2136 214 " 2 144 -383 -3 834 -3838 , ;-3842 - -3847 9021 9026 903 9034 9'038 -13393 -13398 -13402 -13406: -1341 9052 9057 9061 9065 9069 -14 229 -14 233 -14 237 -14241 -14246 9 679 •;'? 9683 •',,, 9 687 9691 ' 9 696 -14786 -1479 -14 794 - -14799 -14 803 Shear[ksi] 0 0 003 -005 -013 -022- -03 037 037 • 037 037T~~ 037 139 131 123 115 107 »*• 436 436 436 436 436 097 089 081 072 064 466 466 466 466 466 _J 141 133 124 116 - 108 497 497 497 : 497 • ~497 '-. ' 123 115 107 099 09 Top Bending[ksi] Bot Bending[ksi]o I o 0 I 0 921 -921 909 i - 909 811 i -811 628 i -628 359 ! - 359 -183 ,183 081 i -081 345 ! - 345 ' 608 - 608 872 i -872 -1 181 i 1 181 23 l - 23 1 556 -1 556 2 797 h; • -2 797 3 953 ! -3 953 -6734 I 6734 ; . -3 607 ! 3 607 '-481 ! v 481 2 645 : -2 645 5772 ! -5772 -1 003 , 1 003 - 034s- | 034 85 ! - 85 .1 649 i - -1-649 2 362 : -2 362 -6554 ! 6554 -3216 3216 122 i -122 3 46 ! -3 46 6 798 I -6 798 -2314 i 2314 - -886 ! 886^ 456 - 456 1 713 i -1 713 2 885 -2 885 -714 • 714 - -3 581 i 3 581 -021 I 021 3 538 : -3 538 7 097 -7 097 -2 295 2 295 -1 053 i - 1 053 104 ; - 104 1 176 i -1 176 '- 2 163 -2 163 Member Section Deflections 1 2 3 4 5 6 LC 1 ' i "! i | 1 Member Label Se M1 1,. , - 2 3 i 4 5 M2 11 c x fin] y [in] 0 0 - -005 ' i " -069: -011 -124 -016 i -178 - 022 - 245 i T 245 I - 022 (n) L/y Ratio ! NC i P. 7870406 !; NC i ! NC - ; NC j i NC I RISA-2D Version 65 [C \RISA\N C TRUSS-C r2d]Page 12 Company Designer Job Number SN 61021 NCMPB Checked By Member Section Deflections (Continued) LC Member Label (n) L/y Ratio NC 23 [24 27 28 L 2_9_ L30 ' 31 '-32 _33 34 35 36. .37 38 39 .40 .41 42 43. 44 45 47 3 i : 4 51 : M6 ,1 ':"•• 2-,,-, : - ; •. 3 - : 4'.::•• ~ "~ ' , ~"Z- • s~" 1 1 M7 '• 1 ! - , v 2 ' 3; - .' •- 4 i 5 1 ! M8 1 i i 2 ,,.i" - I 3 -" " ". " " " f ""4" ~ : _...." ~ U 5"" 1 M9 1 ! ,: '- I 2 '. 3 i 5 1 ! , M10 - ; i 1 16 151 142 ' 142 132;; 123 114 -; ' .< 105,1.- 105 095 086 077 068 068 059 05 041 032 032 023 * , 015 007 -002 -002 -1 039 -1 065 -1 084 -1 084 v. -1 101 -1 115 -1 124 -1 127 ? -1 127 -1 124 -1 115-1 101 .:' -1 084 -1 084 -1 065 -1 039 -1 -946 -946 -885 -82 -752 -682 - 682 : 32.55295 2694019 4134 893 NC NC * 9496 078 6432 298: 813905 NC NC _8_13905_ 6432 298. 9496 078 NC NC _4134 893_ 2694 019 3255 295 NC NC NC NC NC NC NC _; NC ' NC_ 896367 494 843 340483 244 773 NC_ NC NC RISA-2D Version 65 [C \RISA\N C TRUSS-C r2d]Page 13 Company Designer Job Number SN 61021 NCMPB Checked By Member Section Deflections (Continued) LC Member Label I 64 ! !>, ' -.#•; es I 66 1 • - - M14 : 67 ! ! 68 69 I 70 . i •- • ' •71 1 ! M15 I 72 ! I73 ; 74 i - - - 75 76 1 : M16 77 i 78 ! 79 80 i - i ' 81 1 ! M17 82 j i ' .1,- . 83 ! i 84- i J - - 85 , 86 .:... 1 i M18 / i 87 i I 88 ! ! 89 90 i • i • 91 : 1 ; M19 I 92 : ' " - v ;. i 93 I 94 j i I 95 i 96 ! 1 : M20 i 97 i L98"-l i .* i 99 ! ! I 100 ! - ! i 101 . 1 M21 I 102 i 103 i N04! ! 105 i | I 106 1 ! - M22 107 1108 i 109 110 i • 111 1 i M23 112 ! __! i 113 i 1114: .." \ . , ' 1115; 116 1 • M24 i 1 1 7 I : ! 118T , i 119 I 120: • •• Sec x finlL 4 ; ' -209 5 - 209 \ 1 ,, -209 j 2 - 206 I 3 , -203 4 _2 5' -197 1 -197 ] 2 _ -192 3 -186 " 4 v I -18 5 ; -174 -••1 h -174 ;< 2 I - 166 3 ! -158 4 -149 i 5 ! -141 1 -141 *2 -132 3 I -123 4 I -114' 5 -105 1 " - 105 2 i - 096 3 ---! -087 4 - 077 5 -1' -068 1 -068 '' 2 i -06 3 . - 052 4 ;! i - 043 5 -035 -1 •. ! -035 2 i - 029 3 " i - 024 4 -018 5 -012 1 -012 - 2 I -009 3 i - 006 4 -003 5 i 0 - 1 ! 0 2 0 > 3 0 4 0 5 0* 1 193 2 204 3 215 4 227 5 238 , 1 - -346 2 -351 3 -356 4 -361 "5 ! - 366 vfml 262 346 346 429 51 589 L 664 664 ! , 737 807 871 928 928 976 1 018 1 052 ' 1 079 1 079 1 1 1 115 1 123 1 126 1 126 ' > 1 123 1 115 h 1 1 1079 1 079 1 052 1 018 976 928 928 ; 871 807 737 664 664 589 51 429 -..- * 346 346 262 176 087 -0 152 046 _j -051 -.147 -252 0 -065 -117 -168 -234 (n) L/v Ratio NC NC NC NC NC NC NC NC 9135615 5772 734 6785 643 NC ^_ NC 5915934 4378 253 5863 148 NC NC ^ 6869 552 5137724 6974 588 NCr V. NC 6974 588 •'• 5137724 = 6869 552 NC NC L 5863 148 4378 253 5915 934 NC L. NC 6785 643 ' 5772734 9135615 NC NC NC NC NC NC NC" " NC ~ ~ > NC NC NC NC - " NC NC NC NC ^_ NC 921 509 515039 357218 ^_ 257 153 RISA-2D Version 65 [C \RISA\N C TRUSS-C r2d]Page 14 Company Designer Job Number SN 61021 NCMPB Checked By. Member Section Deflections (Continued) LC 12.1 Q22j.._. Member Label _M25_ Sec _x[m]_ 421 __y_Dn] . -106 (n) L/y Ratio NC _ 8287 604 NC NC _ NQ 6463 467 646_Q 849 NC -1 079 -1_Q8 -1 082 -1 083 -1 Q84 847 847 -566 ''. - 633^ -677 -709 -738 -068 -089 ~- 108 -125 - 142 ' NC ' 3631 017 3473 204 6473 867 NC ;NC NC NC NC NC 691 714. 732 743 NC 9714 784 j '105 105 _....!._. .. 1P5 . .. 6783 866 8607-984 NC NC NC ; 1. ; : I . I 1 1 1 , 1_ i- . .^ - -126 697 696 695 695 694 084 083 082 1 08 079 638 635 632 629 627 105 ! -891 : -887 I -876 ! --858 " I-835 . .. ..._:_ 068 I 085 -102* I 12 141 |s -882 -852 !-821 : -777 j' "" r7i ' ~T NC_ NC _^_NC_ _ NC 8607 984 6783 866 9714 784 _ NC NC JJ570472 J 768 766 1145 564 819 784 NC 6473 8_67 3473 204 _94_6 942._ _Q32 076 _3631 0_17 NC__ NC 6769912 RISA-2D Version 65 [C \RISA\N C TRUSS-C r2d]Page 15 Company Designer SN Job Number 61021 N C MPB C ^-'-hnecked Bv ' ^ Member Section Deflections (Continued) LC Member Label Sec x finl I 178 1 ' ' i- 3 " * ! 937 : 179 I I I 4 ! 932 I 180 : - ' I 5 - :, 928 " ! 181 1 M37 1 -51 182 j , : 2 -' i -5 183 3 • -49 184! ' 2 \ 4' \ -48 185 ! 5 ! -469 186 : 1 ! ** M38 i 1 ;; 682 ; 187 2 678 188 ; : 3 •* 673" 189 I 4 i 668 vHnl 107 135 174 -794 -726 -658 - 584! > -495 -002 054 >: 097 14 190 '" -•• I 5 ' 664 i „ 197 191 1 M39 1 -312 192 ' i 2 i -301 193 3 -29 1941 i 4 "T- „ -28 - 195 5 -269 196 1 : M40 • 1 i , 366 ,,-. 197 : 2 361 "198 i ' - 3 "i ' - "356 - ,- 199 ^ 4 351 200 -- • ' : 5 346 201 i 1 M41 1 -085 202 i *' -'M •• 2 '* <; -074 203 ! i 3 - 063 204 I i- i 4 < -052 205 I 5 - 041 -618 (n) L/v Ratio NC NC NC, n NC *'. NC 6460 849 6463 467 NC NC 1081 443 60922 42264 301 711 NC -"526 •<• | - NC -441 -352 -25 -024 041 093 144 209 , - -395 -291 -195 - 098 009 NC 8287 604 NC NC 8536 398 NC 8850211 NC NC NC NC NC NC Member AISC ASD Steel Code Checks (Bv Combination) LC Member Shape 1 1 I 2 1 3 ! 1r"4"i 1 ; 5 ! 1 6 i 1 7 1 8 1 9 J_ 10 i 1 11 ! 1 12 i 1 13 : 1 14 i 1 15 i 1 16 j 1 17 ! 1 18 : 1 19 I 1 20M 21 1 22 i 1 23 ! 1 24 -,| 1 25 ! 1 M1 HSS4X4X4 I M2 HSS8X8X4 ; M3 HSS8X8X4 : M4' _LHSS8X8X4 M5 I HSS8X8X4 M6 i HSS8X8X4 M7 : HSS8X8X4 i M8 ! HSS8X8X4 M9 HSS8X8X4 ! M10 ;HSS8X8X4 ; M11 JHSS8X8X4 M12 JHSS4X4X4 M13 JHSS8X8X4 I M14 IHSS8X8X4 M15 HSS8X8X4 * M16 ; HSS8X8X4 M17 ;HSS8X8X4 M18 IHSS8X8X4 M19 HSS8X8X4 I M20 i HSS8X8X4 M21 I HSS8X8X4 UCMax 611 266" 482 633 898 731 731 898 633 482 266 611 061 259 529 676 708 708 676 529 259 ! M22 iHSS8X8X4i 061 M23 i HSS4X4X4 : M24 ! HSS4X4X4 '. M25 HSS4X4X4 611 586 j 611 1 Loc[ft] Shear UC 0 026 53 ! 017 53 013 Loc[ft] Fa[ksi] Ft[ksi] 0 f 24 043 : 27" 6 0 I 261 1 276 0 I 26 1 ! 27 6 53 005 0 ! 261 i 276 607 319 3 809 027 1 491 027 4693 319 0 005 0 013 0 017 5 026 0 024 4 803 021 53 029 2816 ^012 0 I 26 1 ! 27 6 • 0 ! 261 i 276 53 ! 261 i 276 5 3 ! 26 1 27 6 53 261 276 53 I 26 1 27 6 5 3 • 26 1 27 6 0 ,l 24043 276 0 26 1 27 6 0 ' I 26 1 i 27 6 0 i 26 1 27 6 0 i 261 276 2429 012 j 53 261 i 276 287,1 012 0 j 261''' I 276 2484 012 0 029 497 021 53 024 7 286 ! 007 ,5 | 027 0 I 008 53 261 I 276 53 ] 261 i 276 ^3 261 : 276 L 5 3 - i 26 1 ! 27 6 7 286 21 65 ! 27 6 0 ! 24 043 : 27 6~^ 7 286 : 21 65 ! 27 6 Fbfksil 3036 276 276 276 276 Cb Cm 23 i 219 23 I 85 1 812 85 1 336 85 1 85 276 1 1 85 276 276 1 I 85 1 I 85 276 |1 336 85 276 J1 812: 85 276 3036 276 ~276 276 276 276 276 276 23 i 85 23 I 219 23 85 1 ' 85 1 82 ; 85 1 ! 85 1 85 ""1 85 1 85 27 6 | 1 82 r 85 276 276 3036 3036 3036 1 85 23 85 2 3 85 23 202 23 85 Eqn H1-2 H1-1 H1-1 H1-1 H1-1 H1-1 ,j H1-1 H1-1 , H1-1 H1-1 H1-1 ,H1r2_ H2-1 H2-1 H2-1 H2-T1 H2-1 H2-1 H2-1~ H2-JC H2-1 H2-1 H2-1 ^H1-2 H2-1 RISA-2D Version 65 [C \RISA\N C TRUSS-C r2d]Page 16 Company Designer Job Number SN 61021 NCMPB Checked By. Member AISC ASP Steel Code Checks (Bv Combination) (Continued) LC Member 26 i 27 | 28 29 ; 30 i 31 ! 32 33 34 i 35 36 37 38. 39 40 | 41 1 M26 1 M27 1 M28 1 M29 1 ! M30 1 M31 1 ; M32 ; 1 M33 1 M34 1 : M35 1 ! **M36 1 ! M37 1 | M38 1 ! M39 1 ; M40 1 M41 Shape HSS4X4X4 HSS4X4X4 HSS4X4X4 HSS4X4X4 HSS4X4X4 HSS4X4X4 HSS4X4X4 HSS4X4X4 HSS4X4X4 HSS4X4X4 HSS4X4X4 HSS4X4X4 HSS4X4X4 HSS4X4X4 HSS4X4X4 HSS4X4X4 UCMax 553 564 549 270 106 056 019 056 106 270 549 564 553 611 586 611 -Loctftl. 0 0 5 0 0 6527 _ 5 ......_. 759 5 7286._ 7286 5 7286 -, 0 0 Shear UC LocfftL Fa[ksi]_ 025 I 0 i 24 043 005 ! 7 286 i 21 65 024 0 ! 24043 008 7 286 21 65 002 I 0 i 24 043 002 ! 0 i 21 65 000 0 ! 24 043 002 7 286 21 65 002 I 0 ! 24 043 008 ! 0 ! 21 65 024 i 0 J 24 043 005 0 21 65 025^ I 0 i 24 043 008 ! 0 ! 21 65 027 Ojr ! 24043 007 0 21 65 Ftfksil 276 276 276 276 276 276 276 276 276 276 276 276 ^276" 276 L 276 L 276 Fbfksil 3036 3036 3036 3036 3036^ _3Q_36 3036 30 36 ~30 36 " _Cb_ 23 225 23 2 091 Cm 214 85 257 85 1 984i 516, 1 85 1 75 1 1 984 2091 3036 I 23 3036 3036 3036 3036 30 36 225 23 23 23 23 6 85 516 85 ._.Eqn H1-2 ] H2-1 H1-2 H2-1 H1-2 H2-1 H1-1 H2-1 H1-2 H2-1 257- LH 1-2 _8_5 214 85 202 85 H2-1 H1-2 H2-1 H1-2 H2-1 RISA-2D Version 65 [C \RISA\N C TRUSS-C r2d]Page 17 .INLAND ENGINEERING DATE SUBJECT K) ' £* BY CHKD 1 '"'IPtb ,/P/iK.' £rffj . SHEET NO 5~tP JOB NO ^ i 0 '>/ • INLAND ENGINEERING DATE SUBJECT Kl ^ - M P £=> /fe.^-? BY CHKD I C-xTTV- SHEET NO ±) ' JOB NO ta\ *>^\ ( ty O INLAND ENGINEERING DATE BY CHKD SUBJECT A/ C. )~1P£>/F7±<^j £5Tf2-< SHEET NO 5^ JOB NO (^ / 0 Z-/ INLAND ENGINEERING DATE SUBJECT J.| (_ H l?0 //5>>v-/ ^ / BY CHKD >1 SHEET NO ^"/ JOB NO 6 / P 2- / K ••/• < I . ... tf'*/2-. ••> j-2,t /.. 00 / |<2 X Pl 2.7 ,?2" 1 " 4 INLAND ENGINEERING DATE BY CHKD SUBJECT SHEET NO JOB NO (. . -4- >5 U_ . ' 3> ",l #-• INLAND ENGINEERING DATE_ BY SUBJECT flj -6 CHKD SHEET NO JOB NO h ;•••/ U KC .\v —t-TCI INLAND ENGINEERING DATE BY CHKD SUBJECT Ki '^-HPfc/^M.^T*SHEET NO ^7 JOB NO &/ 02rj R s /V1 £. 5- AO 3 ML AND ENGINEERING DATE BY CHKD SUBJECT jxl SHEET NO 5 %? JOB NO **/<? ^/ r ivi r * /ji =5' <5-7 V ^? *f n 7 INLAND ENGINEERING DATE 7/29/2006 SUBJECT MOSEY RES BY CHKD JOB NO 610 2 ( 5% A G ^ *<\.+ \ ' •-'• ' '^ ~_ „ z 7. ^/ 4 5-, ^_ ^y^s/^g- 2 j '»V 1 INLAND ENGINEERING DATE SUBJECT NORTH COAST BY CHKD SHEET NO JOB NO <£>/*-2-\ 51 Lateral Design Wind Loads: Minimum Basic Wind Speed - 70 mph Pressure qs = 12.6 psf Building Exposure C Importance Factor Iw = 1 00 Project Area Method C<, = 1 3 Horizontal C(| = 0 7 Vertical (upward) Wind Pressure P = CcCqqsI« Fig 16-1 CBC2001 Table 16-F, CBC 2001 Sec 1616, CBC 2001 Table 16-K.CBC 2001 Table 16-H, CBC 2001 Table 16-H, CBC 2001 Table 16-G, CBC 2001 Height (ft) 0-15 20 25 30 40 ct (ExposureC) 1.06 1 13 1.19 1.23 131 P Horizontal (psf) 173 18.51 1949 2015 21.46 P Vertical (psf) 934 996 1049 1085 11 55 Force at Roof = Pnon/uni-,1 x Htnbutary = 20 15(25/2) = Force at Floor=Phonzontal\Htnbutary=19 49(13/2+25/2) = 351 plf Uplift Force at Roof 11.55 psf e. fsf INLAND ENGINEERING DATE BY CHKD SUBJECT NORTH COAST SHEET NO /p JOB NO &/*>2-/ Seismic Forces: Seismic Zone 4, Z= 0 4 Fig 1 6-2, CBC 200 1 Seismic Importance Factor I = 1 00 Table 1 6-K, CBC 200 1 Lateral Force Resisting System Light frame walls with shear walls Table 1 6-N, CBC 200 1 Cantilevered Column R = 2.2, Qo = 2 0 Seismic Source Type is B Table 16-U, CBC 2001 Near Source Factor N, = 1 .0 Table 1 6-S, CBC 200 1 Near Source Factor N, = 1 .0 Table 1 6-T, CBC 200 1 Seismic Coefficient Cd = 0.40Na = 04 Table 1 6-Q, CBC 200 1 Seismic Coefficient Cx = 0 56N, = 0 56 Table 1 6-R, CBC 200 1 Soil Profile=Sc Simplified Design Base Shear: R wi<1.0C.w, 30(040)7(14)55 = 0156 3 0(0 40) / (1 4) 2.2 = 0 390 (Cant Col) 1 0 (0 40) = 0 40 0.5 (0 40) = 0 20 Therefore Fx = 0.390 w, INLAND ENGINEERING DATE SUBJECT ty C- ^A-^l/Al^y SHEET NO £> f BY CHKD JOB NO £ / * 2^ / .e. -s ) 10 (A/- _^ ) *, p.s*i 1, 3)5.5. .4; PSF C^jC) >^1 4 -l* ;C?#y>/«.).- . - 6. fcftfc. l-.(t~~?!*i*!.) •• f • • : '•«._ _rf»i;_ «i_l- ! •L3)/ : 1 • f • : «.*.«»! Tirz-^tV* z_ Wp '1 * *•' . INLAND ENGINEERING DATE BY CHKD SUBJECT (v) £.SHEET NO JOB NO (*1 0 2-J f <2. u 4) • INLAND ENGINEERING DATE SUBJECT fJ £- C^L- VA2 'f BY CHKD SHEET NO ^^7 JOB NO 6> / ? 2-/ - f 7 p )* ' •INLAND ENGINEERING DATE BY CHKD SUBJECT fsl £.SHEET NO JOB NO & 1 0 2-t iV •INLAND ENGINEERING DATE SUBJECT M^'^AVA/2-^ BY CHKD SHEET NO -' s £>*? JOB NO &fc>'^l It & 5 If" Iz /tfr •INLAND ENGINEERING DATE SUBJECT A/\ U - £y(-/_ VA &>*f SHEET NO V°^> BY CHKD JOB NO £ / *" 2^ - ; ; ; • .,.,:...: '.. i : .....,.: 'y •'• -:/••'•' '"•:".. 'V •• -'InpUtS" - - '^ -...'— A:-'-!.. :"::-;-- •^;p«i:.y;;|.;T:ipii;.vi:: 'Ef.'-Kr-vQb.ii:-:,^:;-' 64450 j 64450 ! 198185 j 2 j 39637 " ^J r~237822"T""97"53~T"T4926Fl *-.:'":•' : . ,^:\ "•••;">•' '"'•"•'- •-;--'1<'; -, .'.••'1'-":': ''-''-:<'";'-.. ' ^^..' • •l./ ^ \:l .': : " "^ •• ^.;; :"','^'K ';••• •''• '"'-'Formula-'"'".'".;;' .';,U:-/^f i-v •^l1'.:':*':.*-..;^'- 149202 j 18368 j 97642 A;r ; ; V; ^'^•!^.!:^v^V;£^^^ M ; ; Column ; ^•'A^::(|<vS^ 255 | 1354 • 765 j 21 3952941 -^'•••fa^C- -!" -i'Fa' ."l-^-"--'" ; V'^':'^';;>;-: F^r^^' "'"pn>ckf. 585r05882! 19190 | 21077 28J" 22000 ] 126 290E+07 [ 194300 f 35&oT"t 2 ] 6 6861 55 -.; --' - - •• - - - " • ' - -y'- •• ; -- -;-)l- <I5$ : ^** ^^" <4 1 : ; '••• :• . ' ; : " ..." ::.v Em = EhxQ0 ••-, ; Sreq=Mx12/(Fbx1 33) f P = max[(12PDL + 05PLL+Em),(09PDL-Em),(09PDL + EItl)] -\ 1 ;-;-:fa=p/A j |_ j j... •.:... ...... fb = 12xM7S : ; i I Check = fa/Fa + fb/Fb ! • , , As = [Eh x (12 x *)3] / (3 x E x I) ' ' ; Am = 07xAsxRx1 4 < 0025xtx12 ' L : ' : 1 :- •:'!*! ' : ;•""' ' : i r '"-. : ? ; 1 1 1 '. ;'""| / r~~! T""; ' \ \ ; ;' '"; •: •. > '; : : I . i : : . i „ _ L : ... 1 ^ :„ . *» _„ . .1 . - •. : ; M M b*&'\ &-'244,4&**3'?s'&itig ' &&&(£ :A^^ ^,^0 S*fi ': &&* k*^& A* d'tue ' (D ' ; ' : ! ; : ' i i i - I ! ! > I I '' ; • '. ;- - - •••- '-•- -V ' ^ " •;• " ^ • T • T-- — '.,- — ; (-— j- : •• , .'.-!' i j \ < : 1 I : f \ ': '". } J '. • ; ; ' •'• : : • ; * " ' • • r I '. '• , ; ' • :' : ••.:':, '• ' ' ". ' i • 2 ML AND ENGINEERING DATE BY CHKD SUBJECT * SHEET NO JOB NO < Oi,? Vsf277<PVr2- _ ~< Arz 5 £^ <^ 3 -a U ^ Ci G-<f. INLAND ENGINEERING DATE 7/29/2006 BY CHKD SUBJECT JOB NO 610ai W© r-~ ^ ..„ ri:^7/2>^ rs/~ ' .-. ' ™, if"'; ""' r Inputs • •• - ' ^if^f**- ";'•*• • :.--^:U^g:.ft|.. •••..~v"*1 L ^*0 ] " - *•"**»" ••• 10500 4500 ! 14405 2 ! 28810 i!" •< : -';-^X* "": •• ' fWl .: ''• •£*' 'Sf? -. ^3* dl * * •>;£.& **>•£??• •' '•' ; ' •':.•• ,. '".>'•'* • I • I. • •• •<'•*'._ ^\ ^-.| • 25 | 360125 | 14769 43660 | ;'<,. ^ "$, • * ' ^ • 1 ,. 5 , ^K - ..." - :Jn. .;-... ' _: Formula If 43660 | -19360 38260 ^ ••^^p.(»^^ .%**'' «l.-'*> .-.• :;\ '-^ ;*v. *• ••. Column v-^v- ••".. :|.;; A't... . C""-'-'§; ''' " r : "• " "-f., it •'.*•• VfPlf':: y O -'^°^ ' ..I :.. -^' • .. FV •" T\\ill;., 369 + 2125 8" 31 2~1 75~?1227 Trfa Fa,,:;P r .i^ • "i::Pi$ '% --Check liSSigT'Sl"1" "15700 r 20336 47 r 22"o"6b" T 1 6"d flfe^1! ^/ifr .. ^p^jjl^ ' -,,, 290E+07 255000 181+00 2 3436162" M = Eh x f Sreq=Mx12/(Fbx133) P = max [ (1 2 PDL + 0 5 PLL + Em) , (0 9 PDL - Em) , (0 9 PDL f a = P / A fb=12xM/S Check = fa / Fa + fb / Fb As = [Ehx(12xf)3]/(3xExl) Am = 07xAsxRx1 4 < 0025x«x12 , T.-t~r <:L.) F^,.^ ' ''*(.•*•**'•) ° (^n' i ^j> i I500O ^^ b lr r ^ \ •:,X_^ / %-- -* J1 1- 4> 'p" r-'| — /•L-^ K ^'V/4n/i -AP^ ^^01 < 8 J + Em)] v ^ Vvr^ ^u^-. ^) INLAND ENGINEERING DATE_ BY SUBJECT CHKD SHEET NO JOB NO r- o- • O n * 3X A re x 1 .3 3, * 4-321^4- X INLAND ENGINEERING DATE BY CHKD SUBJECT .' 0 A SHEET NO 7-O JOB NO / V .Y .Z .X 77 .'76k 57k 464k 11 8k - 42k/f1 N2 /I / 786k -1 02k/ft 1834k -6171 3 M4 M5 -181 1772 I3 -199 Loads LC2 DL+LL+LAT Results for LC 2 DL+LL+LAT Reaction units are k and k-'ft 519 Inland Engineering, fnc CALVARY CHAPEL-CARLSBAD.CA Company Inland Engineering, Inc Designer REZA MEHRANPOUR Job Number CALVARY CHAPEL-CARLSBAD.CA Member AISI Cold Formed Steel Code Checks LC Member Shape UC Max Loc[ft] Shear UC Loc[ft] Pn[k] No Data to Print Tn[k] Mn[k-ft] Cb Cm Eqn Basic Load Cases 1 2 3 BLC Description DL LL LAT Category DL LL EL X Gravity Y Gravity -1 Joint 3 Point 3 3 Distributed 2 2 Joint Boundary Conditions Joint Label X [k/in] Y [Win] 1 _ _ Nl __ ...Reaction. . Relation. 2 ._. ... N3 .._. _. Reaction J Reaction Rotation[k-ft/rad] Reaction _. ._Reactign Hot Rolled Steel Des/gn Parameters 1 2 3 ! 4 5 Label M1 M2 M3 M4 M5 Shape COL COL BEAM BEAM BEAM Length[ft] 34 34 16 16 16 Lb-out[ft] Segment Segment Lb-m[ft] Lcomp top[ft]Lcomp bot[ft] K-out K-m Cm Segment ; Segment Cb Out s In sway Joint Coordinates and Temperatures 1 ! 2 3 ; 4 5 6 7 i 8 Label N1 N2 N3 N4 N5 N6 N7 N8 X[ft] 0 0 16 16 0 : 16 0 16 Y[ft] 0 34 0 34 25 25 12 12 Temp [F] 0 0 0 0 0 0 0 0 I ] I __J Joint Deflections (By Combination) 1 ; 2 3 4 5 6 7 8 LC 2 2 2 2 2 2 2 2 Joint Label N1 N2 N3 N4 N5 N6 N7 N8 X[m] 0 1 156 0 1 152 921 919 391 386 Y[in] 0 002 0 -022 002 -02 002 -012 Rotation [rad] 0 -1 64e-3 0 -1 368e-3 -2 377e-3 -2 36e-3 -3 208e-3 -2 89e-3 Joint Reactions (By Combination) LC 2. 2 Joint Label N3 X[k] Y[k] -1_8065 ___ -6019 -19935 __ 51 899 MZ[k-ft] 1Z!_28177 181 RISA-2D Version 60 [C \RISA\JOBS-05\Commencal\05835\FRAME#3 r2d]Pagel Company Inland Engineering, Inc Designer REZA MEHRANPOUR CALVARY CHAPEL-CARLSBAD.CA k/o2.| 75 Joint Reactions (By Combination) (Continued) 3 4 LC 2 2 Joint Label Totals COG (ft) X[k] -38 X 7805 Y[k] 4588 Y 22639 MZ [k-ft] Load Combination Design 1 2 Description DL-f-LL DL+LL+LAT ASIF 1 33 CD Service Hot Rolled Cold Formed NDS Wood Yes Yes Concrete Load Combinations Description Solve PD SRSS BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor DL+LL_ Yes DL 1 LL 1 DL+LL+LAT Yes Y DL 1 ... LL 1 EL 1_ ..-._ _ ~~\ Member Distributed Loads (BLC 1 DL) Member Label Direction Start Magnitude[k/ft d 1 M4 Y -18 '2 M5 Y -42 Member Distributed Loads (BLC 2 LL) Member Label Direction Start Magnitude[k/ft d 1 M5 Y -6 2 M4 Y -24 End Magnitude[k/ft d Start Location[ft %] End Location[ft %] -18 0 0 -42 0 0 | End Magnitude[k/ft d Start Location[ft %] End Location[ft %] -600 -24 0 0 I Joint Loads and Enforced Displacements (BLC 3 • LAT) 1 i 2 3 Joint Label N2 N5 N7 LDM L L L Direction X X X Magmtude[k k-ft in rad k*sA2/ft] 11 8 786 | 1834 Member Point Loads (BLC 1 DL) 1 : 2 3 Member Point 1 2 3 Member Label M3 M3 M3 Loads (BLC 2 LL) Member Label M3 M3 M3 Direction y y y Direction Y yy Magnitude[k k-ft] -247 -244 -1 99 Magnitudefk k-ft] -329 -326 -265 Location[ft %] 0 8 16 | Locabonfft %] 0 8 16 I Material Takeoff 1 2 3 4 Material Hot Rolled Steel A36 A36 Total HR Steel Size W16X40 W18X71 Pieces 3 2 5 Length[ft] 48 68 116 Weight[K] 1 9 I 48 67 I RISA-2D Version 60 [C \RISA\JOBS-05\Commencal\05835\FRAME#3 r2d]Page 2 Company Inland Engineering, Inc Designer REZA MEHRANPOUR CALVARY CHAPEL-CARLSBAD.CA Hot Rolled Steel Properties 1 2 3 4 5 Label A36 A572Grade50 A992 A500 42 A500 46 E[ksi] 29000 29000 29000 29000 29000 G [ksi] 11154 11154 11154 11154 11154 Nu 3 3 3 3 3 Therm (\1E5F) 65 65 65 65 65 Density[k/ftA3] 49 49 49 49 49 Yield[ksi] 36 50 j 50 42 | 46 Member Primary Data Label 1 M1 2 M2 3 " M3 " 4 M4 5 M5 I Joint N1 N3 " N2 N5 N7 J Joint Rotate(deg) Section/Shape Design List N2 COL Wide Flanqe N4 COL Wide Flange . N4 BEAM Wide Flanqe N6 BEAM Wide Flange N8 BEAM Wide Flange Type Column Column Beam Beam Beam Material A36 A36 A36 A36 A36 Design Rules Typical Typical Typical Typical Typjcal Member Advanced Data 1 : 2 3 : 4 5 Label M1 M2 M3 M4 M5 I Release J Release I Offset[m] J Offsettm] T/C Only Physical TOM Yes Yes Yes Yes Yes Inactive Member Section Deflections 1 ! 2 3 : 4 5 ! 6 7 i 8 9: 1011 ! 12 13 i 14 15 LC 2 2 2 2 2 Member Label M1 M2 M3 M4 M5 Sec 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 x[in] 0 002 002 0 -015 -022 1 156 1 154 1 152 921 92 919 391 389 386 y[in] 0 -606 -1 156 0 -595 -1 152 002 -032 -022 002 -018 -02 002 -034 -012 (n) L/y Ratio NC NC NC NC NC NC NC 9009 809 NC NC NC NC NC 6747 869 NC Member Section Forces 1 1 2 3 4 5 L..8 7Ts LC 2 2 2 Member Label M1 M2 M3 Sec 1 2 3 1 2 3 1 2 Axial[k] -6019 -241 2772 51 899 28921 13971 7476 7476 Shear[k] 18048 855 433 20073 11 2 7507 -2987 -3309 Moment[k-ft] 17128 -2 237 I -38 787 177181 J 719 -5975 v~ 1 -38 787 -13603 i RISA-2D Version 60 [C \RISA\JOBS-05\Commencal\05835\FRAME#3 r2d]PageS Company Designer Inland Engineering, Inc REZA MEHRANPOUR CALVARY CHAPEL-CARLSBAD.CA <H o^l Member Section Forces (Continued) 9 10 11 12 13 14 15 LC 2 2 Member Label M4 M5 Sec 3 1 2 3 1 2 3 Axial[k] 7476 3625 3625 3625 8833 8833 8833 Shear[k] -933 -6384 -10065 -13747 -4812 -13293 -21 774 Moment[k-ft] 5975 -70 822 * -5023 90226 -85 803 -13384 126885 « Member Section Stresses \ ; 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 Hot r 1 2 LC 2 2 2 2 2 Member Label M1 M2 M3 M4 M5 Sec 1 2 3 1 2 3 1 2 3 , 1 2 I 3 1 2 3 Axial[ksi] -289 -116 133 2495 1 39 672 634 634 634 307 307 307 749 749 749 Shear[ksi] 1 974 935 474 2196 1 225 821 -612 -678 -1 911 -1 307 -2061 -2815 -985 -2722 -4459 Top Bendmg[ksi] Bot Bending[ksi] -16223 212 3674 -16782 -681 5659 7193 2523 -11 08 13133 931 -16 732 15912 2482 -2353 16223 -212 -3674 16782 681 -5659 -7193 -2523 11 08 -13133 -931 16732 -15912 -2482 2353 Rolled Steel Section Sets Label COL BEAM Member ASD Shape Design List W18X71 Wide W16X40 Wide Flanqe Flanqe Type Column Beam Material A36 A36 Steel Code Checks (Bv Combination) 1C Member Shape UC Max Loc[ft] Shear UC 1 2 3 4 5 2 M1 2 M2 2 M3 2 : M4 2 M5 W18X71 W18X71 W16X40 ' W16X40 W 16X40 612 726 434 606 i 876 0 0 16 16 16 103 115 100 147 233 Loc[ft] 0 0 16 16 16 Design Rules A [in2] I Tvpical Typical Fa[ksi] 19735 19735 13159 13 159 i 13 159 Ft[ksi] 28728 28728 28728 28728 28728 208 11 8 : Fbfksi] 26494 27992 28728 28 728 28728 (90,270) [i I(0180)[m4] 60"3 1170 289 518 Cb Cm Eqn 2023 613 H1-3 2 137 564 H1-3 23 85 H1-3 23 85 H1-3 23 85 H1-3 RISA-2D Version 60 [C \RISA\JOBS-05\Commencal\05835\FRAME#3 r2d]Page 4 INLAND ENGINEERING DATE BY CHKD SUBJECT VJ0ft-tV\SHEET NO JOB NO <? Put '4 t fc./z.. r- 4- X INLAND ENGINEERING DATE_ BY SUBJECT CHKD SHEET NO JOB NO Inputs, 2240 [ 3200 i 8930 T 2 } 17860 12 ! 107160 ! 4395 ! 22148 I Formula'; 22148 • -15844 i 19876 Column. "~~2b~76 "j 896 "I" 623 |"~2'l 1*4853933 1066 85934 j 18440 j 14351 79 j 22000 j 071 • 80700 j 38E-01 [ 2 } 0 744393 Sreq=Mx12/(Fbx1 33) P = max [ (1 2 PDL + 0 5 PLL + Em) , (0 9 PDL - Em) (0 9 PDL + Em) ] a = P/A b = 12xM/S Check = fa / Fa + fb / Fb = [Ehx(12x«)3]/(3xExl) = 07xAsxRx14 < 0025xfx12 INLAND ENGINEERING DATE_ BY SUBJECT CHKD SHEET NO JOB NO L J - /z 7/r / 3 ? --* /( -, < f / ^ 7_, /^_)1 ' x z<f > K/ /v — ^.^ x. >~X. ^(C »1 /r U5 ^-< INLAND ENGINEERING 4883 E LAPALMA STE 501-A ANAHEIM, CA 92807 Title Dsgnr Descnpbon Scope Job* Date 1' Rev 580002User KW-0606198 VerSSO 1-Dec-2003 (0)1983-2003 ENERCALC Engineering Software General Footing Analysis & Design Descnption GRD LINES Page 1 n cjnpb eorCateulabons General Information Allowable Soil Bearing Short Term Increase Seismic Zone Live & Short Term Combined fc Fy Concrete Weight Overburden Weight Code Ref ACI 318-02 1997 UBC 2003 IBC 2003 NFPA 5000 20000 psf Dimensions 1 330 Width along X-X Axis 2 000 ft 4 Length along Y-Y Axis 22 000 ft 25000 psi 600000 pa 14500 pcf 000 psf Footing Thickness 24 00 in Col Dim Along X-X Axis 0 00 m Col Dim Along Y-Y Axis 0 00 m Base Pedestal Height 0 000 in Mm Steel % 0 0014 Rebar Center To Edge Distance 3 50 in Loads Applied Vertical Load _ Dead Load Live Load Short Term Load Applied Moments Dead Load Live Load Short Term Applied Shears Dead Load Live Load Short Term 2500k 2500k k Creates Rotation about Y-Y Axis (pressures @ left & right) k-ft k-ft k-ft Creates Rotation about Y-Y Axis (pressures @ left & right) k k k ecc along X-X Axis 0 000 in ecc along Y-Y Axis 0 000 in Creates Rotation about X-X Axis (pressures @ top & bot) k-ft k-ft 108 000 k-ft Creates Rotation about X-X Axis (pressures @ top & bot) k k 8900k § Summary 1 2 00ft x 22 00ft Footing,24 Oin Thick w/ Column Support 0 00 x 0 00m x 0 DL+LL DL+LL+ST Max Soil Pressure Allowable "X Ecc, of Resultant X-X Mm Stability Ratio 4036 20000 0000m 1 553 1 511 5 psf 2 6600 psf 0 000 inoc nnn m 1500 1 MaxMu Required Steel Area Shear Stresses 1-Way 2-Way Oin high Actual 65412 Vu 34.287 4328 Allowable k-ft per ft 0820m2perft Vn * Phi 85 000 psi 170 000 psi Y-Y Mm Stability Ratio No Overturning Footing Design Shear Forces Two-Way Shear One-Way Shears Vu @ Left Vu @ Right Vu @ Top Vu @ Bottom Moments Mu @ Left Mu @ Right Mu @ Top Mu @ Bottom ACIC-1 4 33 psi 000 psi 000 psi 6 98 psi 6 98 psi ACIC-1 009 k-ft 009 k-ft 10 66 k-ft 10 66 k-ft ACIC-2 4 32 psi 000 psi 000 psi 34 29 psi -15 34 psi ACIC-2 008 k-ft 008 k-ft 65 41 k-ft -24 55 k-ft 148 psi 000 psi 000 psi 17 55 psi -986 psi ACIC-3 0 03 k-ft 0 03 k-ft 3391 k-ft -15 78 k-ft Vn*Phi 170 00 psi 85 00 psi 85 00 psi 85 00 psi 85 00 psi Ru / Phi 0.2 psi 02 psi 172 9 psi 64 9 psi AsReq'd 0 52 in2 per ft 0 52 in2 per ft 0 82 m2 per ft -0 52 in2 per ft INLAND ENGINEERING 4883 E LAPALMA STE 501-A ANAHEIM, CA 92807 Trtle Dsgnr Description Scope Job* Date Rev S80002 User KW-0606198 V«580 1-Dec-2003 (0)1963-2003 ENERCALC Engineering Software General Footing Analysis & Design Page 2 n c-mpb ecw Calculabons j Descnption GRD LINES Service Load Soil Pressures Left Right DL + LL 403 64 403 64 DL + LL + ST 40364 40364 Factored Load Soil Pressures ACI Eq C-1 582 14 582 14 ACI Eq C-2 565 09 565 09 ACI Eq C-3 312 14 312 14 Top 40364 151149 58214 211609 1 168 85 Bottom 403 64 psf OOOpsf 582 14 psf OOOpsf OOOpsf ACI Factors (P61' ACI 31 8-02 applied internally to entered loads) ACI C-1 & C-2 DL ACI C-1 & C-2 LL ACI C-1 & C-2 ST seismic = ST' 1 400 ACI C-2 Group Factor 1 700 ACI C-3 Dead Load Factor 1 700 ACI C-3 Short Term Factor 1 100 Used m ACI C-2 & C-3 0750 0900 1 300 Add"l "1 4" Factor for Seismic 1 400 Add"l "0 9" Factor for Seismic 0 900 INLAND ENGINEERING 4883 E LAPALMA STE 501-A ANAHEIM, CA 92807 Title Dsgnr Description Scope Job # Date /o Rev 580002 User KW-0606198 Ver 5 8 0 1 Dec-2003 (c)1983-2003 ENERCALC Engineering Software General Footing Analysis & Design Page 1 n c mpb ecwCatetilabons Descnption GRD BM LINE 1 General Information Allowable So3 Bearing Short Term Increase Seismic Zone Live & Short Term Combined fc Fy Concrete Weight Overburden Weight Code Ref ACI 318-02, 1997 UBC 2003 IBC 2003 NFPA 5000 2,0000 psf 1 330 4 25000 psi 6QOOOO psi 14500 pcf 000 psf Dimensions— Width along X-X Axis Length along Y-Y Axis Footng Thickness Col Dim Along X-X Axis Col Dim Along Y-Y Axis Base Pedestal Height Mm Steel % Rebar Center To Edge Distance 3000ft 21 000 n 3000 m 000m 000 in 0000 in 00014 350m Loads Applied Vertical Load... Dead Load Live Load Short Term Load Applied Moments Dead Load Live Load Short Term Applied Shears Dead Load Live Load Short Term 31 000k 25800k k Creates Rotation about Y-Y Axis (pressures @ left & right) k-tt k-ftk-n Creates Rotation about Y-Y Axis (pressures @ left & right) k k k ecc along X-X Axis 0 000 m ecc along Y-Y Axis 0000m Creates Rotation about X-X Axis (pressures @ top & bot) k-ft K-ft 229 500 k-ft Creates Rotation about X-X Axis (pressures @ top & bot) k k 15300k | Summary | |3gaHflaigaNiag3^ri8fetfKliidMkeHSfefafeBi^8 3 00ft x 21 00ft Footing,30 Oin Thick w/ Column Support 0 00 x 0 OOin x 0 Oin high DL+LL DL+LL+ST Actual Max SoB Pressure Allowable •X1 Ecc of Resultant "V Pr>_f* nf Rociittant X-X Mm Stability Ratio 1,2641 20000 0000m o oou m 3123 2 478 4 psf 2 6600 psf 0000m Aft *lAti in 1500 1 MaxMu Required Steel Area Shear Stresses 1-Way 2-Way 133543 Vu 61779 28423 Footing Design OK Allowable k-ft per ft 1 182m2perft Vn*Phi 85 000 psi 170 000 psi Y-Y Mm Stability Ratio No Overturning Footing Design | Shear Forces Two-Way Shear One-Way Shears Vu @ Left Vu@ Right Vu @ Top Vu @ Bottom Moments Mu@Left Mu@ Right Mu@Top Mu @ Bottom 000 psi 000 psi 37 36 psi 37 36 psi ACIC-1 1 56 k-ft 156k-ft 76 35 k-tt 76 35 k-ft ACIC-2 25 90 psi 000 psi 000 psi 61 78 psi 636 psi ACIC-2 1 42 k-ft 1 42 k-ft 133 54 k-ft 5 62 k-ft 000 psi 000 psi 24 09 psi 001 psi ACIC-3 050 k-ft 050 k-ft 5221 k-ft -3 39 k-ft Vn'Phi 170 00 psi 85 00 psi 85 00 psi 85 00 psi 85 00 psi Ru/Phi 2 5 psi 25psi 2113 psi 120 8 psi As Reg d 0 65 in2 per ft 0 65 m2 per ft 1 18 m2 per ft 0 88 m2 per ft INLAND ENGINEERING 4883 E LAPALMA STE 501-A ANAHEIM, CA. 92807 Title Dsgnr Descnption Scope Rev 580002 _ . _ . _user Kw-0606198 versao i-Dec-2oo3 General Footino Ana vsis &<c)1983-2003 ENERCALC Engmeenng Software v*«i«.i«ii i wv/linjj f-iii»ijoi« v» Descnption GRD BM LINE 1 Design V'fWirWIiHiP^'f'Vrfluirl^ft/i'i'ilFfaW'ri' Job # (p /6^l> Date Page 2 n c mpb ecw-Calculattona Soil Pressure Summary Service Load Soil Pressures DL + LL DL + LL + ST Factored Load Sofl Pressures ACI Eq C-1 ACI Eq C-2 ACIEq C-3 ACI Factors (per ACI 31 8-02 ACI C-1 & C-2 DL ACI C-1 & C-2 LL ACI C-1 & C-2 ST Left Right 1,26409 1,26409 1,26409 1,26409 1 892 58 1 892 58 1 769 72 1 769 72 76911 76911 applied internally to entered loads) 1 400 ACI C-2 Group Factor 1 700 ACI C-3 Dead Load Factor 1 700 ACI C-3 Short Term Factor Top 1,26409 2 478 37 189258 346972 150791 Bottom 1,264 09 psf 49 80 psf 1,892 58 psf 69 72 psf 30 30 psf I 0 750 Adrf'l "1 4" Factor for Seismic 1 400 0 900 Add"l "0 9" Factor for Seismic 0 900 1300 INLAND ENGINEERING 4883 E LAPALMA STE 501-A ANAHEIM, CA. 92807 Title Dsgnr Description Scope Date Rev 580000User KW-0606198 VefSSO 1-O»2O03 (c)1983-2003 ENERCALC Engineenng Software Combined Footing Design Page 1 n c mpb ecyrCatadatHxis Descnption GRAD BM AT FRAME LINE A General Information fcfd!Mffii^^^:^3ffl'i^iiin?lfflfatill(tfh:5s!$$&fii*i¥Pi Allow Soil Beanng Seismic Zone Concrete Wt Short Term Increase Overburden Dimensions Footing Size Distance Lett Dist Betwn Cob Distance Right Footing Length Width Thickness Code Ref ACI 318-02, 1997 UBC 2003 IBC 2003 NFPA 5000 2 500 0 psf 4 145 0 pcf 133 000 psf jjdfflM^#^Hai^#^MHHH^^^1[^^alinVJtf 500 ft 1800ft 500ft 2800ft 250ft 24 00 in f c 2 500 0 psi Fy 60,0000 pa Mm As Pet 0 0014 Distance to CL of Rebar 3 50 in Live & Short Term Load Combined Column Support Pedestal Sizes #1 Square Dimension Height #2 Square Dimension Height 3 A 26 000 m000 in 000 in 000 in Note Load factoring supports 2003 IBC and 2003 NFPA 5000 by virtue of their references to ACI 318-02 for concrete design Factoring of entered loads to ultimate loads within this program is according to ACI 318-02 C2 Vertical Loads @ Left Column @ Right Column Dead Load 7 500 k 7 500 k Live Load 7 500 k 7 500 k Short Term Load k k Applied Moments Dead Load Live Load Short Term Load Applied Shears Dead Load Live Load Short Term Load k-ft k-ft 200 000 k-ft k k 15000 k k-ft k-ft 206 000 k-ft k k15000k i Summary J ^^^BgSfAiiS^S^ISffK^SsSSSaSagSSBS^^ Length = 28 00ft, Width = 2 50ft Maximum Soil PressureAllowable Max Shear Stress Allowable Mm Overturning Stability Thickness = 24 OOtn Dtst Left 2,832 45 psf 3,325 00 psf 41 48 psi 85 00 psi 1 511 1 = 5 00ft Btwn = 18 00ft Dtst Right Steel Req'd @ Left Steel Req'd @ Center Steel Req'd @ Right Footing Design OK = 500ft 0518 m2ffi 1 379 in2/ft 0 572 m2/ft ; *• £. £ , , ) j 2_ Soil Pressures Soil Pressure @ Left Dead + Live Dead+Uve+Short Term Soil Pressure @ Right End Dead + Live Dead+Lrve+Short Term Stability Ratio Actual 7186 00 7186 28325 15 ABowable 2 500 0 psf 3,325 0 psf 2 500 0 psf 3,325 0 psf 1 Eq C-1 Eq C-2 Eq C-3 Eq C-1 Eq C-2 Eq C-3 ACI Factored 1 070 3 psf 00 psf 00 psf 1 070 3 psf 3,965 4 psf 1,7890 psf Eccentricity 0000ft 9264ft 0000ft 9264ft INLAND ENGINEERING 4883 E LAPALMA STE 501-A ANAHEIM, CA. 92807 Title Dsgnr Description Scope Job* Date Rev 580000 User KW-0606198 VerSSO 1-Dec-2003 (c)1983-2003 ENERCALC Engineering Software Combined Footing Design Page 2 n c mpb eCTrCafculabons Descnption GRAD BM AT FRAME LINE A | Moment & Shear Summary Moments Mu @ Col #1 MuBtwnCote Mu@Col#2 One Way Shears Vn Allow* 085 Vu@Col*1 Vu Btwn Cols Vu@Col#2 Two Way Shears Vn Allow "085 Vu@Col#1 Vu@Col#2 ACIC-1 8 30 k-ft/ft -1860k-ftffi 8 30 k-ft/ft 85 000 psi 8889pst 19 929 psi 8889psi 170000 psi 12678 psi 12 678 psi ( values for moment are given per unit width of footing ) ACI C-2 ACI C-3 -5 07 k-ft/ft 115 33 k-ft/ft 38 68 k-ft/ft 85 000 psi 5 433 psi 0000 psi 41481 psi 170 000 psi 13 197 psi 7 938 psi -3.26 k-ft/ft 11714k-fl/ft 16 48 k-ft/ft 85 000 psi 3 492 psi 0000 psi 17 673 psi 170000 psi 4 915 psi 2 096 psi Reinforcing ( values given per unit width of footing ) j @ Left Edge of Col #1 Ru/Phi As Req d ACIC-1 21 95psi 0518in2/n ( ACIC-2 1342psi -0518in2ffi ( ACIC-3 863psi -0518m2/ft 6 Between Columns Ru/Phi As Req d g Bottom 49 18 psi -0518m2/ft @ Top 8 Top 304 91 psi 1 356 m2/ft @ Bottom g Top 309 70 psi 1379in2/ft ©Bottom @ Right Edge of Col #2 Ru/Phi As Req d 21 95 psi 0518in2/ft 102.26psi 0572in2/ft 4356psi 0518in2/ft @ Bottom ©Bottom ©Bottom ACI Factors (per ACI applied internally to entered loads) ACI C-1 & C-2 DL ACI C-1 & C-2 LL ACI C-1 & C-2 ST seismic = ST * 1400 1700 1700 1 100 ACI C-2 Group Factor 0 750 ACI C-3 Dead Load Factor 0 900 ACI C-3 Short Term Factor 1 300 Additional Seismic "1 4" Factoi Additional Seismic "0 9" Factor 1400 0900 INLAND ENGINEERING 4883 E LAPALMA STE 501-A ANAHEIM, CA 92807 Rev 53CXXM Urfi KW 0606193 VerSaQ I Dec 2003 (c)1983-2003 ENERCALC t'ngn eef ng Description FTG AT S W -1 Titte Dsgnr Description Scope Plywood Shear Wall & Footing Date Page 1 vw Catculabons I General Information CodeRef 1997/2001 NDS, 2000/2003 IBC 2003 NFPA 5000 Base allowables are user defined # Plywood Layers Plywood Grade Nail Size Thickness Stud Spacing 1 Structural I 8d 15/32" 1600 in Wall Length Wall Height Wall Weight Ht / Length 19000ft 16 000 ft 14 000 psf 0842 End Post Dimension Seismic Factor Nominal Sill Thick 350m 0183 200 Loads Vertical Loads Point Load #1 0 00 Ibs Point Load #2 0 00 Ibs Point Load #3 0 00 Ibs Uniform Load # 1 340 00 #/ft Uniform Load #2 0 00 #/ft Lateral Loads Uniform Shear @ Top of Wall Uniform Shear @ Top of Wall Strut Force Applied @ Top of Wall Strut Force Applied @ Top of Wall Moment Applied @ Top of Wall •1'-":-""-'- "'• *•":••"••• at at at 521 00 Wft 0 00 #/ft 0 00 Ibs 0 00 Ibs OOOft-ff Overburden Load over Footing 0 00 psf 000ft 000ft 000ft 000ft to 1900ft 0 00 ft to 0 00 ft 19000ft = 9,89900 Ibs 19000ft = 000 Ibs I Footin9 Past Left Edge of Wall Wall Length Past Right Edge of Wall Footing Length Footng Width Footing Thickness 5000 ft 19000ft 5 000 ft 29 000 ft 133ft 1800m Concrete Weight Rebar Cover fc Fy Mm Steel As % 14500pcf 3 00 in 2 500 00 psi 60 000 00 psi 000140 Summary :.cy™iy?f*i'j'ue-Design OK Wall Summary t^3 * ' Using 15/32" Thick Structural! on 1 side/s, NaiUog-e-Bd-at 2 in @ Edges, 8d at 12 in @ Field Applied Shear = 562 0#/ftr~^apaertv==^3eTjQO#m -> OK Wall Overturning = 164,614 8ftJ^Resfstjng^c^neBt^401^802 Oft-#, End Uplift = 3,305 94lbs Max Soil Pressures^-^tefT= 1,898 1 psf, @ RighT=~h898Jpsf Sill Bolting 1/2*"eoits @ 1803m, 5/8" Bolts @ 28 11 in, 3/4"l3bTt5-@J39 76in Footing Summary Max Footing Shear = 34 31 psi, Allowable = 100 OOpsi -> OK A Bending Reinforcement Req'd @ Left = 0 54in2, @ Right = 0 54in2 1 • *" £ /^ * fo *- Minimum Overturning Stability Ratio = 1 534 1 | Simpson Hold Down Options Choices for LEFT Side of Wall to Footing PHD2 Capacity = 3610lbs HD5A, Capacity = 4010lbs HD5 Capacity = 4075lbs PHD5, Capacity = 4685lbs Choices for RIGHT Side of Wall to Footing PHD2, Capacity = 3610lbs HD5A Capacity = 401 Olbs HD5 Capacity = 4075lbs PHD5, Capacity = 4685lbs INLAND ENGINEERING 4883 E LAPALMA STE 501-A ANAHEIM, CA 92807 Trtte Dsgnr Description Scope Date Job* (al 01 I 4 B Rev 58000-1 I User KW 0606198 Met 530 1 Dec 2003 ( (C11983-2003 ENERCALC Engmeenrvg Software •• Plywood Shear Wall & Footing .-.. .~.. Description Page 2 n c mpb acwCalculabons FTG ATSW -1 I Footing Analysis ~ Soil Pressures Ecc of Resultant @ Footing Centerlme Soil Pressure @ LEFT Side of Footing Soil Pressure @ RIGHT Side of Footing MomentsActual Mu @ Left Wall Edge Actual Mu @ Right Wall Edge Shears vu/ 85 @ d from Left Wall Edge vu/ 85 @ d from Right Wall Edge Allowable Vn Overturning Overturning Moment Resisting Moment Overturning Stability Ratio Lateral Forces Acting in Direction To Left 9455ft 1 898 08 psf 0 00 psf 26 756 46 ft-# 3 796 73 ft-# 34 308 psi 4851 psi 100 000 psi 180631 56ft-# 277 022 14 ft-# 1 534 1 To Right 9455ft 000 psf 1 898 08 psf 3 796 73 ft-* 26 756 46 ft-# 4 851 psi 34 308 psi 100 000 psi 18063156ft-# 277 022 14 ft-# 1 534 1 INLAND ENGINEERING 4883 E LAPALMA STE 501-A ANAHEIM, CA 92807 Title Dsgnr Description Scope Job# Date Rev 580002 User KW 0606198 Ver 5 8 0 1 Dec 2003 (CJ1983 2003 ENERCALC Engineering Software Pole Embedment in Soil Page 1 n c mpb ecw Calculations Description FTG AT LINE A General Information Allow Passive Max Passive Load duration factor Pole is Rectangular Width No Surface Restraint 300 00 pcf 1 500 00 PSf 1 330 72 000 in Code Ref 1997 UBC 1806 8 2 1 2003 Applied Loads Point Load distance from base Distributed Load distance to top distance to bottom IBC 1805 7 2 2003 NFPA 5000 36 4 3 [ 14 405 00 IDS 25 000 ft 0 00 #/ft 3000ft 0000ft 1 Summary I Moments @ Surface Point load Distributed load Without Surface Restraint Required Depth Press® 1/3 Embed Actual Allowable 36012500 ft-# Total Moment 36012500ft-* 000 Total Lateral 1440500lbs 10500 ft 1 383 13 psf 1 385 41 psf , c, LoVaa x '<5-(/ of ^"^ INLAND ENGINEERING DATE BY CHKD SUBJECT )Jt>/2.-(U SHEET NO gT A JOB NO (a I O 1- \ e - * If j^f* / *X Company Inland Engineering, Inc Designer REZA MEHRANPOUR Job Number 05835 CALVARY CHAPEL-CARLSBAD.CA Checked By. Global Display Sections for Member Calcs Max Internal Sections for Member Calcs Include Shear Deformation Merge Tolerance (in) ; P-Delta Analysis Tolerance Hot Rolled Steel Code Cold Formed Steel Code , Wood Code Wood Temperature Concrete Code 3 ,199... ; I Yes ' 1 12 i 0 50% iAISC ASD9th I AISI 99 ASD . !NDS 91/97 ASD ! <400F r |ACI 1999 I Number of Shear Regions i 4_ [Region Spacing^ncrement (in) |'4 ' Concrete Stress Block [Use Cracked Sections Rectangular iYes ' Bad Framing Warnings !Unused Force Warnings No iYes General Material Properties 1 2 3 4 5 6 Label qen ConcSNW gen^ Cohc4NW qen ConcSLW aen Conc4LW qen Alum qen 'Steel E [ksi] 3155 * 3644 2085 2408. 10600 29000 G [ksi] 1372 •> .M584- ' 906 1047 4077 11154 Nu 15 15- - 15 15 3 3 Therm (\1E5R 6 6-.. 6 6 1 29 65 Density[k/ftA3] 145 145 !! 11 ! 11 173 |49 ; RIGID 1e+7 Hot Rolled Steel Properties \ 1 ! I 2^_ \ 3 !L4 !.. L.5.I _ Label A36 A572Grade50 A992 A500 42 A500 46 E [ksi] 29000 29000 29000 29000 29000 G [ksi] I 11154 I 11154, i i 11154 ! i , 11154 i ! 11154 i Nu 3 3 3 . 3 3 Therm (\1E5R 65 65 65 65 65 Density{k/ftA3] 49 49 49 49 49 Yield[ksi] 36 50 i 50 ! 42 I 46 I General Section Sets Label 1 2 GEN1A Shape Tvoe RE4X4 RIGID i -, ^ Beam - 1 None '* Material qen ConcSNW RIGID ! A [in2] 16 1e+6- •..- . .. I. (90,270) [in4] _J ! 21 333 i i ' -,<, '1e+8 •• ' I * (0,180)[in4J 21 333 1e+8 I Member Primary Data .-Label. I Joint J Joint Rotate(deg) Section/Shape Design List 1 !M1 i 2~J M2 j N1 M3 M4 N3_ N_2_ N5 N2_ N4 N4_ N6 column ! WF14 j column 1 beam _J[yR.e. . Cgjjjrnn Column Beam _Mater!aJ_..Desjgn_RuJes __A36 i Topical WF 14 Column I A36__.L_...Jypjcal | Wide Flange Beam i A36 !.._..Tyj)!ca! j beam - I Wide'Flange !' Beam FT'ASe I Typical ! RISA-2D Version 65 [C \FRAME#5N C r2d]Page 1 Company Designer Job Number Inland Engineering, Inc REZA MEHRANPOUR 05835 CALVARY CHAPEL-CARLSBAD.CA Checked By Joint Coordinates and Temperatures 1 1 : I 2 : - '" ' ' 3 I "L"4 "" ~" " I 5 ! 6 Label X [ft] N1 I 0N2 : - "•• >•• i '•• , o ••; N3 13 N4 • .- 13 N5 i 0 N6 - ! -N 13-i Yfftl 0 255o -• 255 125 125 Temo [F] 0 _ 0 ... . _ 0 0 0 0 Joint Boundary Conditions Joint Label X fk/ml Y [k/in] ' 1 ! I 2f\ N1 Reaction ! Reaction N3 A. Reaction i •• . -Reaction Rotation[k-ft/radl 1 Reaction i Reaction Footing '"'• : \, > Hot Rolled Steel Design Parameters 1 2 3 Label Shape M1 column ;x~ ;!M2 kcolumn M3 4-H M4» beam -ibeam Lengthlfi] 255 •25"'5H Lb-out[ft] Seament Seameht 13 13 ,- ''/ Lb-m[ft] Seqment Seqmerit Lcomp top[ft]Lcomp bot[ft] K-out "',-.;• K-m Cm Cb Outs ! I - IS ' •*,>! ----- " i <v" ..'. \ ••'"'" \f ••' "' I *" I ' i ,.'• • lr -f -^ ... I -,.-f4"i I , I *•- • In sway •>. Joint Loads and Enforced Displacements (BLC 3 LAT) ...J_ Joint Label N2 N5 Member Point Loads L.D.M I L i I L i Direction X X Maanitude[k,k-ft in.rad k*sA2/ftl i 2 ! 3 05 ! 6 " ! Member Label Direction No Data to Print Magnitude[k.k-ft]Locatipn[fL%] Member Distributed Loads (BLC 1 PL) 1 •2 Member Label M3 - , M4 ,-, -*K Member Distributed 1 2, Member Label M3 M4- Direction ! Y j .-Y'K-- „:> Loads (BLC 2 Direction : Y I < Y Start Maanitude[k/ft,d -065: -45 LL) Start Magnitude[k/ftd - 085 ,<:-6\ *• -,v End Magnitude[k/ft.d I -065 !-• . -45.-. End Magnitude[k/ft.d -085 I ..- - 6 - _S_ta_rt. LocatiQn[ft,%] ... 0-'; o",- Start Location[ft.%] 0 0 ^.,'\ , End Location[ft.%] 0 V. _ ' 0 = End Location[ft.%] 0 , : ' , 0 Basic Load Cases ! 1 I 2 ! 3 BLC Description Cateaorv ^ Gravitv I DL I '"' LL DL " '• ,-tL! - - LAT ! EL Y Gravity -1 i Joint Point Distributed " "•' '«-'r~ " );':• i-: . !'••••• I 2r 2 2 i i RISA-2D Version 6 5 [C \FRAME#5N C r2d]Page 2 Company Inland Engineering, Inc Designer REZA MEHRANPOUR Job Number 05835 CALVARY CHAPEL-CARLSBAD.CA Checked By. Load Combinations Description SolvePD. SR BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC,Factor_rBLC_.Factor. BLC_.F_actpr, J_ I DL+LL_Yes 2 I DL+LL+LAT JYes! 3 JDL+LL+28L JYes1 PL DL[ DLl UL _ 1LlJ i MEL ELLlT'T ~ 1 28 J......J I Joint Deflections LC ! 1 l 1 I 2 , 1 ! 3 i 1 [4 ! 1 ! 5 i 1 | 6 ' 1 Joint Label X [in] N1 0 N2 0 N3 0 N4 i 0 N5 0 N6 '0 YNnl 0 - 006 0 - 006 -005 -005 Rotation [radl 0 69156-6 0 -6915e-6 -3 552e-4 3 552e-4 Joint Reactions (By Combination) LC 1 ! 1 • 2 1 i 3 1 I 4 1 ! Joint Label X [k] Y fkl N1 717 N3 i Totals COG (ft) -717,'; 0 8959 8959 17919 X 65 Y 1422 MZ [k-ft] : -2 814 i. 2814 I I ; i I Member Section Forces 1 2 3 4 5 6 7 8 9 10 11 12 LC i 1 ' IT i > 1 ! ! I i 1 i | : i J 1 ! I i I Member Label Sec Axial[k] M1 ! 1 . 8959 • I 2 I 1 555 3 1 171 M2 ' . • 1 - j ., 8 959 ' 2 • 1 555 i 3 ! 1 171 M3 1 651 ! 2 i 651 I 3 651 M4 I 1 066 2 ! 066 ! 3- 066 Shear[k] -717 -651 l; -651 ! 717 . , ,| . 651 ! 651 j 1 171 ! 0 i -1 171 I 7021 I 0 -7021* ' I Moment[k-ft] -2814 -5701 2599 2814 5701 -2599 2599 -1 206 2599 12009 -10809 12009 i ' i i! ! Member Section Stresses LC Member Label 1 ! 1 M1 2 i 3 i 4 I 1 M2 5 : 6 7 1 M3 8 9 ! ! 10 i 1 I M4 11 i 12 i i Sec 1 2 3 1 2 3 1 2 3 1 2 3 Axialfksi] 1 012 *• 176 132 1 012 , 176 132 074 ' ,074 074 007 007 ' 007 Shear[ksi] -192 -174 -174 192 174 174 313 0 -313 1 879 0 -1 879 Top Bendmg[ksi] 803 1 627 -742 -803 -1 627 742 -742 344 -742 -3427 3084 -3427 Bot Bending[ksi] -803 -1 627 742 803 1 627 -742 : 742 - 344, 742 s 3427 -3084 3427 RISA-2D Version 6 5 [C \FRAME#5N C r2d]PageS Company Inland Engineering, Inc Designer REZA MEHRANPOUR Job Number 05835 CALVARY CHAPEL-CARLSBAD.CA Checked By Member Section Deflections 1 ' 2 : 3 | 4 ; 5 I 6 7 8 9 10 i 11 12 LC 1 j 1 j 1 j! 1 i. Member Label M1 M2 M3 M4 Sec x [in] 1 0 2 > -005 3 i - 006" "1 r o , " ~~ 2 - 005 3 i - 006 1 0 2 [ 0 3 ! 0 2 0 3 : 0 y [|nl" o " 0 ' 0 0 0... ....Q ., -006 -008 -006 -005 -035 -005 (n) L/y Ratio NC i NC NC NC NC NC i NC i NC ! NC i NC ! 5147 836 i NC ! 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Company Inland Engineering, Inc Designer REZA MEHRANPOUR Job Number CALVARY CHAPEL-CARLSBAD.CA Checked By / / Global iPispJay Sections for Member Calcs [Max Internal Sections for Member Calcs • Include Shear Deformation ________ _~~ " 11 _ _ _____ ____ iP-bejta Analysis Tolerance ______ ____ 0 50% _____ iHot Rolled_SteelCqde _ [Cojd^ Formed Steerc6de_ " IWood Code _______ ___ '__'_ [WppjJTemperature__ .QoncreteTCode __ _______ AISC ASDQth _ i NDSl91/97_ASp_'~"._ACI 1999 ber of Shear Regions _ I Region Spacing increment (in) ''CpJTJcrete StessJBIock _ __ [Use i_C_rackec [Sections _ "__~ __! Bad_Framing Warnings _ _____ [yoused_fqrce. Warnings J _ 1 ! Rectangular .No i Yes Hot Rolled Steel Properties 1 2 ! 3 i 4 . 5. _ i . Label A36 A572Grade50 I A992 i A500, 42 ! 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LAT Category DL LL EL X Gravity Y Gravity Joint Point Distributed -1 ;X 2 2 2 j _... ; _ _ Load Combinations Description Solve PD SR BLC_£actor BLC_F_actor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor [ 1 DL+LL Yes! J DL i 1 i LL : 1 ' [ 2 TDL+LL+LAf-IYesI Y i;__[DL4^_ 3 IDL+LL+28L | Yes PL 1 !l.L_j_l ! El Joint Deflections LC Joint Label 11! N1 2 ! 1 . N2 X[ml 0 i i -015 ! Y[m] 0 " -007^ , Rot -1 ationjrad] 0 ! 115e-4 : RISA-2D Version 6 5 [C \FRAME#6N C r2d]Page 2 Company Inland Engineering, Inc Designer REZA MEHRANPOUR Job Number CALVARY CHAPEL-CARLSBAD.CA Checked By ^ 3? Joint Deflections (Continued) 1 3 ' |-4 : 5 ! 6 . LC 1 1 ! 1 I ._ 1 .1... 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" :'M4v. I Shape UC Max W14X38 ;W14X38--1 100 077>, W14X38 049 SW14X38. ' _Loc[fiL. 11 755 "0 •* Shear UC 007 i &*''QQ7 ','. [ 6 602 i 041 i 3078TST 0 •v 092 ! Loc[ft] 0, o ••? i 0 ; -'-0 ''..""I Fa[ksi] Fttksi] 13813 ' 21 6 ,13813 •-2,1 6 rx< 13617 216 15607-21 6-.' _FbJksi]_ . 7727 '9f891'i' 20257 •"2&6"1 Cb _Cm_ 1 ! 396 ;: 0 I 437 1 , 85 10811 -8.5. Eqn_ 1 H1-1 ! j H1-1J i H1-2 : i H1-2 I RISA-2D Version 65 [C \FRAME#6N C r2d]Page 4 I I I I I I I I I I I I I I I I I I I GEOTECHNICAL PROFESSIONALS INC June 4, 2008 North Coast Calvary Chapel 7220 Avenidas Enemas, Suite 204 Carlsbad, California 92009 Attention Mr Jack Shubm Subject Report of Observation and Testing During Construction North Coast Calvary Chapel NEC Pomsettia Lane and Aviara Parkway Carlsbad, California GPI Project No 2015 C Dear Mr Shubm In accordance with your request and the requirements of the City of Carlsbad, this is our report of observation and testing during construction at the subject project site Earthwork and foundation recommendations were provided m our report of Geotechnical Investigation dated March 2, 2005 (Reference 1) Rough grading for the site was documented in our report of Observation and Testing During Rough Grading dated November 20, 2006 (Reference 2) Our scope of services performed and the earthwork activities observed are summarized in the subsequent sections of this report This report includes the backfill placement for on- site utilities, fine grading, and site construction for buildings, bridge, retaining walls, parking and drive areas, sidewalk and flatwork areas, and improvement to public streets surrounding the project These results are incorporated herein Our scope of services performed and the earthwork activities observed are summarized in the subsequent sections of this report SCOPE OF SERVICES The scope of services performed by GPI during work covered by this report included the following Observation of footing excavations for the buildings, bridge abutments, and retaining walls Observation and testing of limited remedial pad grading In-place density testing of site utility trench backfill for sewer, storm dram, fire, water, irrigation, gas, and electrical 2015C-13Rdoc(6/08) 5736 Corporate Avenue • Cypress CA 3OB3O • (714] 22O-221 1 FAX [714] 22O-2122 I North Coast Calvary Chapel June 4 2008 M North Coast Calvary Chapel Building Project Carlsbad California GP1 Project No 2015 C ™ • In-place density testing of plumbing lines in building interior H • In-place density testing of retaining wall backfill • In-place density testing of off-site utility trench backfill for sewer, storm dram, and water Observation and in-p!ace density testing of slope repair along Pomsettia Lane In-place density testing of drive and parking subgrade, sidewalk subgrade, flatwork subgrade, and curb & gutter subgrade for site improvements In-place density testing of sidewalk subgrade, median subgrade, roadway subgrade, and curb & gutter subgrade for off-site improvements In-place density testing of aggregate base for drive and parking areas for site improvements In-place density testing of aggregate base for streets for off-site improvements Laboratory testing, including maximum density/optimum moisture determinations, and R-values Providing engineering consultation when needed, Preparation of this report Laboratory maximum density/optimum moisture relationships for the on-site soils were determined in general accordance with ASTM D 1557 R-value testing for the subgrade soils of pavement areas for the parking lot areas and the City streets were determined in accordance CATest Method 301 In general, m-place moisture content and dry densities were determined for fill materials in accordance with ASTM D 1556 (sand cone method) Limited m-place moisture content and dry densities were determined for fill materials in accordance with ASTM D 6938 (nuclear gauge method) I I I I I I I I I I I The results of laboratory maximum density/optimum moisture determinations tests and R-value tests are summarized in Table 1 In-place moisture/density test results are summarized in Table 2 The approximate locations of our field density tests for construction • are shown on Figure 1 (a and b) A summary of our observations is presented below I I I I 2015 C 13R doc (6/08) I I I I I I I I I I I I I I I I I I I North Coast Calvary Chapel June 4 2008 North Coast Calvary Chapel Building Project Carlsbad California GP! Project No 2015 C OBSERVATIONS DURING CONSTRUCTION GPI responsibility for observation and testing during construction included the building footings, bridge footings, retaining wall footings, utility lines within the buildings, site utilities, drive/parking areas, retaining walls, flatwork, sidewalk, public roadways, and off-site utilities Observation of Footing Excavations A representative of GPI observed the base of footing excavations for the following • Interior building columns and exterior walls for Gym Building (Building A) and the Children/Youth Building (Building B) founded on compacted fill • Pilaster footings at Building B founded on compacted fill • Bridge abutments founded in natural bedrock • Retaining walls founded in natural bedrock or compacted fill The footings excavations were found to be firm and competent for the placement of concrete Building Pad Preparation A representative of GPI observed the building pads prior to placing the concrete slab Remedial grading of limited pad areas was performed to repair areas affected by ram The relative compaction of remedial pad grading was found to be equal to at least 95 percent of the maximum dry density (ASTM D 1557) at the test locations In general, the remedial grading fill was less than 11/2 feet deep The fills were compacted using a vibratory roller The fills within the pad consisted of on-site silty sands Interior Utility Trench Backfill GPI provided on-call geotechnical testing of the trench backfill of the interior plumbing and electrical lines at the buildings Probing of the lines or density testing was performed of the trench backfill The relative compaction of the soil backfill was found to be equal to at least 90 percent of the maximum dry density at the test locations Where probed, the soil backfill was found to be firm, competent and consistent with the compacted soils within the building pads Compaction was achieved using backhoe mounted "sheepsfoot" wheels and handwhackers Fills, approximately 1 to 2 feet deep, were placed in lifts and compacted The fills consisted of on-site silty sands and sandy silts Storm Dram GPI provided on-call geotechnical testing of the trench backfill for the storm drains (including roof drains), laterals, and manholes within the building project site The relative compaction of the soil backfill was found to be equal to at least 90 percent of the maximum 2015 C 13R doc (6/08) I I I I I I I I I I I I I I I I I I I North Coast Calvary Chapel June 4 2008 North Coast Calvary Chapel Building Project Carlsbad California GPI Project No 2015 C dry density (ASTM D 1557) at the test locations In general, the fills ranged from approximately 21/2 to 15 feet deep The fills were placed in lifts of 8 to 12 inches or less and compacted using an excavator mounted "sheepsfoot" wheel and hand-whackers In general, we observed crushed rock placed as bedding material and shading for the storm dram lines The fills above the pipe zone consisted of on-site silty sands and sandy silts GPI provided on-call geotechnical testing of the trench backfill for storm drains, laterals, and manholes within the off-site street improvements Probing of the lines or density testing was performed during the backfill of the trenches The relative compaction of the soil backfill was found to be equal to at least 90 percent of the maximum dry density (ASTM D 1557) at the test locations Where probed, the soil backfill was found to be firm, competent and consistent with the properly compacted soils Fills, approximately 4 to 5 feet deep, were placed in lifts of 8 to 12 inches and compacted using an excavator mounted "sheepsfoot" wheel We observed crushed rock placed for bedding material and shading of the storm dram lines The fills consisted of on-site silty sands and sandy silts In the upper 3 feet under the streets, the relative compaction of the soil backfill was found to be equal to at least 95 percent of the maximum dry density (ASTM D 1557) at the test locations, as required by the City of Carlsbad Sewer Lines GPI provided on-call geotechnical testing of the trench backfill of sewer lines and risers within the building project site Probing of the lines or density testing was performed during the backfill of the trenches The relative compaction of the soil backfill was found to be equal to at least 90 percent of the maximum dry density (ASTM D 1557) at the test locations Where probed, the soil backfill was found to be firm, competent and consistent with the properly compacted soils Fills, approximately 3 to 8 feet deep, were placed in lifts of 8 to 12 inches and compacted using an excavator mounted "sheepsfoot" wheel, backhoe mounted "sheepsfoot" wheels and hand-whackers The fills consisted of on-site silty sands GPI provided on-call geotechnical testing of the trench backfill of sewer lines and risers within the offsite street improvements Probing of the lines or density testing was performed during the backfill of the trenches The relative compaction of the soil backfill was found to be equal to at least 90 percent of the maximum dry density (ASTM D 1557) at the test locations Where probed, the soil backfill was found to be firm, competent and consistent with the properly compacted soils Fills, approximately 4 to 5 feet deep, were placed in lifts of 8 to 12 inches and compacted using an excavator mounted "sheepsfoot" wheel, backhoe mounted "sheepsfoot" wheels, and hand-whackers The fills consisted of on-site silty sands In the upper 3 feet under the streets, the relative compaction of the soil backfill was found to be equal to at least 95 percent of the maximum dry density (ASTM D 1557) at the test locations, as required by the City of Carlsbad 2015C-13Rdoc(6/08) I I I I I I I 1 I I I I I I I I I I I North Coast Calvary Chapel June 4 2008 North Coast Calvary Chapel Building Project Carlsbad California GPI Project No 2015 C Water Lines GPI provided on-call geotechnical testing of the trench backfill of domestic water lines, fire lines, reclaimed water lines, and irrigation lines within the building project site Probing or density testing was performed during the backfill or at the surface of the trenches The relative compaction of the soil backfill was found to be equal to at least 90 percent of the maximum dry density (ASTM D 1557) at the test locations Where probed, the soil backfill was found to be firm, competent and consistent with properly compacted fills Fills, from approximately 2 to 4 feet deep for the water and fire lines, were placed in lifts of 6 to 12 inches and compacted using an excavator mounted "sheepsfoot" wheel and handwhackers We observed clean sand placed as bedding material and shading of the water line pipes Fills, from approximately 1 to 3 feet deep for the irrigation lines, were placed in lifts of 6 to 8 inches and compacted using handwhackers The fills consisted of on-site silty sands GPI provided on-call geotechnical testing of the trench backfill of water lines for the off-site street improvements Probing or density testing was performed during the backfill or at the surface of the trenches The relative compaction of the soil backfill was found to be equal to at least 90 percent of the maximum dry density (ASTM D 1557) at the test locations Where probed, the soil backfill was found to be firm, competent and consistent with properly compacted fills Fills, approximately 3 to 4 feet deep for the water lines, were placed in lifts of 6 to 12 inches and compacted by wheeling rolling with a skip loader and with backhoe mounted "sheepsfoot" wheels and handwhackers We observed clean sand placed as bedding material and shading of the water line pipes The fills consisted of on- site silty sands, import sands, and base material In the upper 3 feet under the streets, the relative compaction of the soil backfill was found to be equal to at least 95 percent of the maximum dry density (ASTM D 1557) at the test locations, as required by the City of Carlsbad Electrical, Gas, and Telephone Lines GPI provided on-call geotechnical testing of the trench backfill of the electrical lines, telephone lines, and gas lines within the building project site In addition, we provided on- call geotechnical testing of the trench backfill of the electrical lines and gas lines within the building project site Probing or density testing was performed during the backfill and at the surface of the trenches Where tested, the relative compaction of the soil backfill was found to be equal to at least 90 percent of the maximum dry density (ASTM D 1557) at the test locations Where probed, the soil backfill was found to be firm, competent and consistent with properly compacted soils Fills, from 1 to 5 feet deep, were placed in lifts of 6 to 12 inches and compacted using a backhoe mounted "sheepsfoot" wheel and handwhackers The fills consisted of on-site silty sands and import sands along with slurry in limited areas of the building project and street improvements In trenches with multiple pipes, the pipes were shaded with clean sand or slurry 2015 C 13R doc (6/08) I I I I I I I I I I I I I I I I I I I North Coast Calvary Chapel June 4 2008 North Coast Calvary Chapel Building Project Carlsbad California GPI Project No 2015 C In the upper 3 feet under the streets, the relative compaction of the soil backfill was found to be equal to at least 95 percent of the maximum dry density (ASTM D 1557) at the test locations, as required by the City of Carlsbad For an electrical line crossing Aviara Parkway, slurry was placed as backfill Observation and probing of the slurry indicated a lean mix that probed very easily likely due to dilution by storm water from ram We recommended a portion of this slurry be removed to the electrical line and replaced with new slurry We observed the removal and replacement (except under the curb) with slurry with satisfactory consistency after curing At a later date, we observed the removal and replacement under the curb with crushed aggregate base Slope Repair GPI recommended remedial grading of the east facing slope towards Pomsettia Lane to remove and replace clay seams within an area of slope distress (References 3 and 4) A registered engineering geologist observed excavations of the soils within the slope distress area and the placement of fill soils on a nearly full-time basis The fills consisted of on-site sands and silty sands with a mixture of minor amounts of clay In general, the fill soils were placed in lifts of 8 to 12-mches or less, moisture-conditioned, as necessary, and compacted by wheel rolling with a dozer with sheepsfoot roller Based on the results of m-place density testing, the fills within the slope repair area were compacted to at least 95 percent of the maximum dry density at the test locations (ASTM D 1557) GPI observed the placement of the fill for slopes to be properly benched into the bedrock as it is placed in lifts We observed the placement of a dram with outlet pipe (rock and slotted PVC pipe wrapped in filter fabric) at the back of the 120+feet long slope repair We observed construction of keyways of at least 3 feet deep and width of approximately 10 feet The fill slopes were overfilled and trimmed back to a hard, compacted surface Retaining Wall Backfill GPI provided geotechnical observation and testing of the backfill for retaining walls used along the lower parking level, around the detention basin at the north end of the site, around a vault at the base of the slope on Aviara Parkway, and adjacent to the bridge abutments The retaining walls were on the order of approximately 3 to 12 feet high The retaining walls were backfilled with granular, non-expansive silty sands In general, fill soils were placed and compacted against the wall with skip loaders, backhoe mounted "sheepsfoot" wheels, small vibratory sheepsfoot rollers, smooth drum vibratory rollers, and hand whackers Where probed, the fill was firm and competent Where tested, the relative compaction of the fill materials directly behind the wall was found to be equal to at least 90 percent of the maximum dry density (ASTM D 1557) at the test locations We observed the placement of a Miradram at the back of the retaining walls with channel collectors to wall outlets With the exception of Wall No 5, we did not observe a 4-inch perforated pipe wrapped in %-mch crushed rock and filter fabric along the base of walls, as 2015 C 13R doc (6/08) 6 I I I I I I I I I I I I I I I I I I I North Coast Calvary Chapel June 4 2008 North Coast Calvary Chapel Building Project Carlsbad California GPI Pro)ect No 2015 C recommended in the geotechnical report (Reference 1) The Miradram alternative was approved by the City of Carlsbad In the upper 2 feet of backfill under sidewalk/flatwork areas, the relative compaction was found to be equal to at least 95 percent of the maximum dry density (ASTM D 1557) at the test locations Curb and Gutter Subgrade GPI provided on-call geotechnical observation and testing during the grading and compaction of subgrade soils under curbs and gutters for both site improvements and off- site street improvements Probing of the subgrade or density testing was performed during the preparation of the subgrade The subgrade soils were processed and moisture- conditioned as necessary and compacted with handwhackers and smooth drum vibratory rollers The subgrade soils consisted of on-site silty sands Where probed, the subgrade was found to be firm and competent, consistent with properly compacted soils The relative compaction of the subgrade was found to be equal to at least 90 percent of the maximum dry density (ASTM D 1557) at the test locations For street improvement areas, base material was placed under the curb and gutter The relative compaction of the base material within street improvement areas was found to be equal to at least 95 percent of the maximum dry density (ASTM D 1557) at the test locations Sidewalk and Flatwork Subgrade A representative of GPI provided on-call geotechnical observation and testing during the grading and compaction of sidewalk flatwork and paver subgrade soils within the building project site In addition, we provided geotechnical observation and testing during the grading and compaction of sidewalk (including handicap ramps) and median subgrade soils for the off-site improvements along Aviara Parkway and Pomsettia Lane The subgrade soils were processed and moisture-conditioned as necessary and compacted, in general, with smooth drum vibratory rollers, small vibratory sheepsfoot rollers, and handwhackers The subgrade soils consisted of on-site silty sand Where probed, the soil backfill was found to be firm and competent Where tested, the relative compaction of the subgrade was found to be equal to at least 90 percent of the maximum dry density (ASTM D 1557) at test locations Pavement Subgrade and Base Course GPI provided on-call geotechnical observation and testing during the grading and compaction of pavement subgrade soils and base course The pavement areas included parking, driveways, and off-site street improvements The pavements consisted of asphalt concrete The subgrade soils were processed and moisture-conditioned as necessary and compacted with smooth drum vibratory rollers 2015 C13R doc (6/08) I I I I I I I I I I I I I I I I I I I North Coast Calvary Chapel June 4 2008 North Coast Calvary Chapel Building Project Carlsbad California GPI Project No 2015 C The subgrade soils consisted of on-site silty sands and sandy silts Where tested, the relative compaction of the subgrade was found to be equal to at least 95 percent of the maximum dry density (ASTM D 1557) In general, the base course was moisture- conditioned and compacted using a smooth drum vibratory roller In limited areas, the base course was compacted using handwackers The base course was found to be compacted to at least 95 percent of the maximum dry density (ASTM D 1557) In very limited areas within Pomsettia Lane, approximately 6 inches of wet subgrade soils were removed and replaced with geogrid and base material to provide a stable bottom Confirmation testing of the R-value of the soils for the on-site pavement and street improvement areas was performed during construction (References 5 to 9) The results of the R-value testing are summarized in Table 1 Final pavement sections were provided for both on-site and street improvements based upon the results of the R-value testing (References 5 to 9) and City of Carlsbad Standards (Reference 10) CONCLUSIONS AND RECOMMENDATIONS General Based on the results of our observations and field density testing, the aforementioned earthwork activities were, in general, performed in accordance with our recommendations Exclusions from our observations other than those listed above are listed below Exclusions The following items were not observed and/or tested by a representative of GPI A small wall for signage at the corner of Aviara Parkway and Pomsettia Lane still needs to be completed Approximately 2 feet of fill will be placed behind wall We need to observe placement and compaction of granular fill behind wall 2015C-13Rdoc(6/08) I I I I I I I I I I I I I I I I I I North Coast Calvary Chapel North Coast Calvary Chapel Building Project Carlsbad California June 4 2008 GPI Project No 201 5 C LIMITATIONS Observations and testing services described herein have been limited to activities performed between September 28, 2006 and June 3, 2008 The conclusions and recommendations contained herein have been based upon our observations and testing as noted No representations are made as to the quality or extent of materials not observed Only the specific activities/fills discussed in the report were observed and or tested Our services were performed using generally accepted engineering approaches and principles available at this time and the degree of care and skill ordinarily exercised under similar circumstances by reputable geotechnical engineers practicing in this area No other representation, either expressed or implied, is included or intended in our report This report should be considered subject to review by the appropriate regulating agencies The opportunity to be of service is appreciated If you have any questions, please call Very truly yours, Geolec Donald A C Associate DAC sph gtCHtfW JUN - 4 2008 Enclosures References Figure 1 - Site Plan (2 sheets) Table 1 - Summary of Laboratory Testing Table 2 - Summary of Field Density Tests Distribution (1) Addressee (4) Tom Donovan, T B Penick Construction 2015 C 13R doc (6/08) I North Coast Calvary Chapel June 4 2008 _ North Coast Calvary Chapel Building Project Carlsbad California GPI Project No 2015 C REFERENCES • 1 Geotechnical Professionals Inc , "Geotechnical Investigation, Proposed North Coast Calvary Chapel Building Project, Aviara Parkway and Pomsettia Lane, Carlsbad, I California," Project No 2015 I, dated March 2, 2005 2 Geotechnical Professionals Inc , "Report of Observation and Testing During Rough I Grading, North Coast Calvary Chapel, NEC Pomsettia Lane and Aviara Parkway, * Carlsbad, California," Project No 2015 C, dated November 20, 2006 I 3 Geotechnical Professionals Inc , "Field Memorandum, Distress in Cut Slope Face, Slope Facing Pomsettia Lane, North Coast Calvary Chapel," Project No 2015 C, _ dated April 11,2007 4 Geotechnical Professionals Inc , "Field Memorandum, Mitigation of Slope Distress, _ Cut Slope Facing Pomsettia Lane, North Coast Calvary Chapel Building Project," | Project No 2015 C, dated April 24, 2007 1 5 Geotechnical Professionals Inc , "Final Pavement Recommendations, North Coast Calvary Chapel Building Project, NEC Pomsettia Lane and Aviara Parkway, Carlsbad, California,"Project No 2015 C, dated December 21, 2006 | 6 Geotechnical Professionals Inc , "Final Pavement Recommendations, Pomsettia Avenue Widening, North Coast Calvary Chapel Building Project, Carlsbad, m California," Project No 2015 C, dated June 18, 2007 7 Geotechnical Professionals Inc , "Field Memorandum, R-value of Aviara Parkway Subgrade and Pavement Recommendations, North Coast Calvary Chapel Building Project," Project No 2015 C, dated September 4, 2007I 1 8 Geotechnical Professionals Inc , "Field Memorandum, R-value of Subgrade at Aviara Parkway Turn Lane at South Drive and Pavement Recommendations, North Coast Calvary Chapel Building Project," Project No 2015 C, dated November 27, • 2007 Geotechnical Professionals Inc, "Final Pavement Recommendations, NEC Pomsettia Avenue Widening - South Side, North Coast Calvary Chapel Building Project, Carlsbad, California," Project No 2015 C, dated January 17, 2008 1 10 City of Carlsbad, "Engineering Standards, General Design Standards, Volume 3, Supplemental Standard GS-17, dated June 2004 I I I 2015 C 02R doc (5/08) TJ1373i1mOO§Oazcs:CDmOmam2O3m oo toOO O33 TJ73O roo m mx"0 3 D -DO3 m00•n Hm mwo Dm mwH Oo Oc 73m DO 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 North Coast Calvary Chapel North Coast Calvary Chapel Building Project Carlsbad California June 4 2008 GPI Project No 201 5 C TABLE 1 LABORATORY TEST RESULTS CURVE NO 1 2 3 4 5 6 7 8 9 10 SOIL DESCRIPTION Silty Sand (SM) Silty Sand (SM) Sandy Silt (ML) Sand (SP) Crushed Aggregate Base Crushed Aggregate Base Crushed Aggregate Base Silty Sand (SM) Crushed Miscellaneous Base Crushed Aggregate Base MAXIMUM DRY DENSITY (pcf) 122 125 117 131 141 140 147 127 127 142 OPTIMUM MOISTURE CONTENT 11 0 11 0 120 80 70 65 70 80 70 70 R-VALUE TESTING AREA Parking Lot Poinsettia Lane N Aviara Parkway Aviara Parkway N Aviara Turn Lane Aviara Turn Lane Poinsettia S Poinsettia S Poinsettia S 2015C-13T(6/08) 124+25 128+25 136+25 SOIL DESCRIPTION Clayey Sand (SC) Fill -Sandy Clay (CL) Clayey Sand Clayey Sand (SC) (SC) Silty Sand (SM) Silty Sand (SM) Silty Sand (SM) Clayey Sand (SC)/Sandy Clay (CL) Fill - Sandy Clay (CL) R-VALUE 31 14 33 38 59 41 57 21 5 North Coast Calvary Chapel North Coast Calvary Chapel Building Project Carlsbad California June 4 2008 GPI Project No 2015 C TABLE 2 SUMMARY OF FIELD DENSITY TESTS TEST* NO 1-140 141 142 143 144 145 146 147 148 149 150 151 &152 153 154 155 156 157 158 159 160 161 162 163 164 165 166 167 168 169 170 DATE 2006 NOT A 9/28 9/28 10/2 10/2 10/2 10/5 10/5 10/5 10/5 10/5 NOT A 10/16 10/16 10/19 10/29 10/25 10/25 10/25 10/25 10/25 10/25 10/27 10/27 10/27 10/27 10/27 11/3 11/3 11/3 ELEV (ft) PART OF 291 293 277 279 293 282 285 292 295 296 PART OF 276 273 269 275 295 297 296 298 293 290 294 293 298 294 297 288 291 293 MOIST (%) THIS 11 7 11 5 11 7 11 9 11 5 11 7 120 11 9 11 5 11 7 THIS 11 9 11 1 11 4 11 4 124 11 7 11 7 125 128 120 11 7 120 120 11 7 119 11 1 11 7 120 DRY DENSITY (pcf) REPORT 121 121 119 119 120 122 121 120 121 120 REPORT 120 120 121 120 119 120 121 120 121 120 119 120 120 119 120 120 120 121 CURVE NO 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 COMP (%) 97 97 95 96 96 97 97 96 97 96 97 96 97 96 95 96 96 96 97 96 95 96 98 95 96 96 96 96 REMARKS** SD SD SD SD SD SD SD SD SD SD SD - STREET SD - STREET SD - STREET SD - STREET SD SD SD SD SLOPE SLOPE SD SD SD SD SD SD SD SD 2015-C13T (6/08) North Coast Calvary Chapel North Coast Calvary Chapel Building Project Carlsbad California June 4 2008 GPI Project No 2015 C SUMMARY OF FIELD DENSITY TESTS - CONTINUED TEST* NO 171 172 173 174 175 176 177 178 179 180 181 182 183 184 185 186 187 188 189 190 191 192 193 194 194A 195 196 197 198 199 200 201 DATE 11/3 11/7 11/7 11/7 11/7 11/7 11/7 11/7 11/8 11/8 11/8 11/8 11/9 11/9 11/9 11/9 11/9 11/17 11/17 11/17 11/17 11/17 11/17 11/17 11/17 11/20 11/20 11/20 11/20 11/20 11/22 11/22 ELEV (ft) 296 289 288 290 292 294 294 296 292 294 296 294 291 294 296 298 299 274 275 290 292 295 297 299 302 293 295 290 292 293 289 288 MOIST (%) 11 1 124 11 7 11 1 11 1 11 5 11 4 11 7 11 9 11 1 124 124 11 5 128 127 11 5 125 11 1 11 7 11 4 11 7 11 5 11 1 11 9 105 11 1 109 11 1 11 9 122 11 7 120 DRY DENSITY (pcf) 122 121 121 122 121 122 122 122 123 120 122 115 123 114 114 124 114 120 115 118 122 121 120 122 119 114 113 113 122 121 121 121 CURVE NO 2 2 2 2 2 2 2 2 2 2 2 3 2 3 3 , 2 3 2 3 2 2 2 2 2 2 3 3 3 2 2 2 2 COMP (%) 97 97 97 97 97 97 98 97 98 96 98 98 98 97 98 99 97 96 98 95 97 97 96 97 95 98 96 97 97 97 97 97 REMARKS** SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD PADSG SD SD SD SD SD SD SD 2015-C 13T(6/08) North Coast Calvary Chapel North Coast Calvary Chapel Building Project Carlsbad California June 4 2008 GPI Project No 2015 C SUMMARY OF FIELD DENSITY TESTS - CONTINUED TEST* NO 202 203 204 205 206 207 208 209 210 211 212 213 214 215 216 217 218 219 220 221 222 223 224 225 226 227 228 229 230 231 232 DATE 11/22 11/29 11/29 11/30 11/30 11/30 12/1 12/1 12/1 12/6 12/6 12/6 12/12 12/12 12/12 12/13 12/13 12/14 12/14 12/15 12/15 12/15 12/18 12/18 12/19 12/19 12/20 12/20 12/21 12/29 12/29 2007 ELEV (ft) 290 295 297 297 298 299 298 299 298 285 290 300 302 302 302 285 285 294 294 285 299 299 296 298 299 298 300 301 302 299 298 MOIST (%) 120 122 11 9 11 7 11 4 11 4 11 7 11 9 120 120 11 0 100 84 81 103 109 92 128 106 101 89 86 11 1 11 4 11 7 11 7 11 4 11 1 114 90 93 DRY DENSITY (pcf) 122 118 120 119 121 118 117 117 120 118 113 116 116 114 111 117 117 118 116 115 111 116 120 119 118 119 119 121 119 124 125 CURVE NO 2 2 2 2 2 2 2 1 2 1 1 1 1 1 1 1 1 1 1 1 1 1 2 2 2 2 2 2 2 4 4 COMP (%) 98 95 96 95 96 95 94 95 96 96 92 94 95 93 91 95 95 96 95 94 91 95 96 95 94 95 95 90 95 95 96 REMARKS" SD RT WALL RT WALL RT WALL RT WALL RT WALL RT WALL RT WALL RT WALL RT WALL RT WALL RT WALL RT WALL RT WALL RT WALL RT WALL RT WALL RT WALL RT WALL RT WALL RT WALL RT WALL RT WALL RT WALL RT WALL RT WALL RT WALL RT WALL RT WALL FIRE FIRE 2015 C 13T(6/08) North Coast Calvary Chapel North Coast Calvary Chapel Building Project Carlsbad California June 4 2008 GPI Project No 2015 C SUMMARY OF FIELD DENSITY TESTS - CONTINUED TEST* NO 233 234 235 236 237 238 239 240 241 242 243 244 245 246 247 248 249 250 251 252 253 254 255 256 257 258 259 260 261 262 263 264 DATE 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/8 1/9 1/9 1/9 1/9 1/9 1/10 1/10 1/10 1/10 1/10 1/10 1/10 1/10 1/10 1/11 1/11 1/11 1/11 ELEV (ft) 299 298 299 298 299 300 298 299 299 298 300 299 297 302 302 273 274 302 302 302 302 300 301 286 300 303 301 274 276 276 273 276 MOIST (%) 11 1 91 109 89 105 102 91 102 11 1 93 109 11 1 95 11 4 11 7 122 11 4 93 95 11 5 120 11 4 11 1 11 1 11 4 95 11 7 120 11 7 95 120 96 DRY DENSITY (pcf) 120 125 121 124 121 122 125 122 121 126 120 122 126 120 120 121 120 126 127 121 122 120 121 120 119 127 120 121 120 126 120 127 CURVE NO 2 4 2 4 2 2 4 2 2 4 2 2 4 2 2 2 2 4 4 2 2 2 2 2 2 4 2 2 2 4 2 4 COMP (%) 96 96 97 95 97 97 95 98 97 96 96 97 96 96 96 97 96 96 97 97 97 96 97 96 95 97 96 97 96 96 96 97 REMARKS" FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE ELEC ELEC RT WALL RT WALL WATER WATER PADSG PADSG ELEC-TEL ELEC-TEL ELEC-TEL ELEC-TEL. WATER ELEC-TEL RT WALL RT WALL FIRE RT WALL RT WALL 2015C-13T(6/08) North Coast Calvary Chapel North Coast Calvary Chapel Building Project Carlsbad California June 4 2008 GPI Project No 2015 C SUMMARY OF FIELD DENSITY TESTS - CONTINUED TEST* NO 265 266 267 268 269 270 271 272 273 274 275 276 277 278 279 280 281 282 283 284 285 286 287 288 289 290 291 292 293 294 295 296 DATE 1/12 1/12 1/15 1/15 1/15 1/16 1/16 1/16 1/16 1/18 1/18 1/18 1/18 1/18 1/19 1/19 1/22 1/22 1/22 1/23 1/23 1/23 1/25 1/25 1/26 1/26 2/5 2/23 2/26 2/26 2/26 2/26 ELEV (ft) 275 300 275 300 301 302 282 297 284 300 300 301 301 282 284 300 300 301 300 301 300 301 301 302 302 300 301 267 269 270 285 285 MOIST (%) 11 7 124 120 11 1 11 4 11 1 11 4 102 11 1 11 4 119 11 7 11 7 11 4 105 11 5 124 11 9 11 7 11 5 11 5 11 2 11 7 11 9 11 1 11 2 96 138 106 129 40 90 DRY DENSITY (PCf) 123 120 122 121 120 121 121 127 120 120 121 122 121 122 122 120 120 122 122 121 120 121 121 121 121 122 108 120 120 117 141 119 CURVE NO 2 2 2 2 2 2 2 4 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 4 1 1 5 1 COMP (%) 99 96 98 97 96 96 97 97 96 96 97 98 97 98 97 96 96 98 97 97 96 96 97 97 97 97 92 92 98 96 99 97 REMARKS" RT WALL FIRE RT WALL WATER WATER WATER RT WALL WATER RT WALL ELEC ELEC-TEL ELEC-TEL ELEC-TEL RT WALL RT WALL ELEC-TEL ELEC-TEL ELEC-TEL ELEC-TEL ELEC-TEL ELEC-TEL ELEC-TEL ELEC-TEL ELEC-TEL ELEC-TEL ELEC-TEL PLUMB ELEC-GAS ELEC-GAS ELEC-GAS BASE PKGSG 2015 C 13T(6/08) North Coast Calvary Chapel North Coast Calvary Chapel Building Project Carlsbad California June 4 2008 GP1 Project No 2015 C SUMMARY OF FIELD DENSITY TESTS - CONTINUED TEST* NO 297 298 299 300 301 302 303 304 305 306 307 308 309 310 311 312 313 314 315 316 317 318 319 320 321 322 323 324 325 326 327 328 DATE 3/5 3/5 3/5 3/6 3/6 3/7 3/8 3/9 3/9 3/15 3/15 3/15 3/22 3/22 3/22 3/22 3/22 3/27 3/127 3/28 3/28 3/28 3/28 3/28 3/28 3/28 3/28 3/28 3/28 3/28 3/28 3/28 ELEV (ft) 303 302 294 298 274 278 300 288 276 284 280 299 295 298 300 274 276 295 271 278 279 277 278 279 272 282 283 276 277 297 297 295 MOIST (%) 125 11 9 128 123 128 125 11 7 11 9 120 124 11 1 11 7 114 11 7 120 11 4 124 121 94 11 5 59 122 124 136 103 120 83 11 5 90 88 11 8 11 5 DRY DENSITY (pcf) 113 110 112 112 113 111 112 112 114 120 121 120 122 122 123 122 123 119 123 120 132 119 123 116 136 120 138 116 134 136 138 133 CURVE NO 1 1 1 1 1 1 1 1 1 2 2 2 2 2 2 2 2 2 2 2 6 2 2 2 6 2 6 1 6 6 6 6 COMP (%) 92 90 91 91 92 90 91 91 92 98 97 96 97 98 98 97 98 95 98 96 95 95 98 93 97 96 98 92 96 97 99 95 REMARKS" PKGSG PKGSG PKGSG WATER ELEC ELEC WATER WATER WATER WATER WATER WATER SEWER SEWER SEWER ELEC ELEC SEWER SEWER MH STREET SG STREET BASE STREET SG STREET SG STREET SG STREET BASE STREET SG STREET BASE STREET SG STREET BASE PKG BASE PKG BASE PKG BASE 2015 C-137(6/08) North Coast Calvary Chapel North Coast Calvary Chapel Building Project Carlsbad California June 4 2008 GPI Project No 2015 C SUMMARY OF FIELD DENSITY TESTS - CONTINUED TEST* NO 329 330 331 332 333 334 335 336 337 338 340 341 342 343 344 344A 345 346 347 348 349 350 351 352 353 354 355 356 357 358 359 360 DATE 3/28 3/29 3/29 4/5 4/5 4/5 4/5 4/5 4/6 4/6 4/9 4/9 4/10 4/10 4/10 4/11 4/11 4/11 4/11 4/11 4/11 4/12 4/19 4/19 4/19 4/19 4/19 4/20 4/20 4/20 4/20 4/23 ELEV (ft) 299 277 278 298 300 300 298 300 283 284 297 299 296 299 297 299 274 276 279 281 272 274 291 295 282 272 279 283 288 294 297 301 MOIST (%) 78 127 126 124 120 120 11 1 11 1 11 4 64 11 1 11 7 11 4 184 108 11 1 58 58 11 5 70 11 2 11 1 120 11 7 11 9 11 1 11 4 105 11 1 124 11 1 11 1 DRY DENSITY (pcf) 138 118 117 120 122 121 123 122 122 139 121 120 120 120 120 122 133 134 122 143 121 120 120 122 122 122 123 123 122 122 122 122 CURVE NO 6 1 1 1 2 2 2 2 2 7 2 2 2 2 2 2 6 6 2 7 2 2 2 2 2 2 2 2 2 2 2 2 COWIP (%) 98 95 95 97 97 97 98 97 98 95 97 96 96 96 96 98 95 95 98 97 97 96 96 97 98 97 99 98 97 97 97 97 REMARKS" PKG BASE IRRIG IRRIG SEWER SEWER ELEC SEWER SEWER WATER WATER SEWER SEWER SEWER SEWER SEWER SEWER MEDIAN MEDIAN WATER WATER WATER MH SEWER SEWER SEWER SEWER SEWER SEWER SEWER SEWER SEWER WATER 2015C-13T(6/08) North Coast Calvary Chapel North Coast Calvary Chapel Building Project Carlsbad California June 4 2008 GPI Project No 2015 C SUMMARY OF FIELD DENSITY TESTS - CONTINUED TEST* NO 361 362 363 364 365 366 367 368 369 370 371 372 373 373A 374 375 376 377 378 379 380 381 382 383 384 385 386 387 388 389 390 391 DATE 4/23 5/9 5/9 5/9 5/9 5/10 5/10 5/11 5/11 5/14 5/14 5/14 5/14 5/16 5/15 NO 5/15 5/17 5/17 5/17 NO 5/18 5/18 5/24 5/24 6/5 6/5 6/5 6/6 6/6 6/6 6/6 ELEV (ft) 302 274 276 282 285 278 280 282 284 386 388 274 276 279 278 NOT 280 279 279 279 NOT 279 288 279 294 300 300 300 300 300 301 301 MOIST (%) 11 2 120 11 4 11 1 107 105 108 11 1 11 7 120 11 7 11 1 11 4 109 82 USED 103 93 102 95 USED 90 92 84 11 0 11 5 11 5 11 1 11 3 11 3 121 125 DRY DENSITY (pcf) 121 118 121 122 121 121 122 122 121 121 122 123 121 121 115 113 118 120 120 119 118 123 117 119 119 119 119 119 119 119 CURVE NO 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 1 1 1 1 1 1 COMP (%) 97 95 97 97 97 97 97 97 97 95 98 98 97 97 92 90 96 96 96 96 95 98 93 97 97 97 97 98 97 97 REMARKS** WATER SLOPE SLOPE RT WALL RT WALL SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE RT WALL RT WALL RT WALL RT WALL RT WALL RT WALL RT WALL RT WALL RT WALL RT WALL WATER WATER S BRIDGE S BRIDGE S BRIDGE N BRIDGE N BRIDGE N BRIDGE N BRIDGE 2015-C13T (6/08) North Coast Calvary Chapel North Coast Calvary Chapel Building Project Carlsbad California June 4 2008 GPI Project No 2015 C SUMMARY OF FIELD DENSITY TESTS - CONTINUED TEST* NO 392 393 394 395 S96&397 398 399 400 401 402 403 404 405 406 407 408&409 410 411 412&413 414 415 416 417 418 419-421 422 423 424 425S426 427 428 429-432 DATE 6/11 6/11 6/11 6/11 NOS 6/11 6/11 6/11 6/11 6/11 6/11 6/11 6/11 6/11 6/11 NOS 6/11 6/11 NOS 6/12 6/12 NO 6/12 6/13 NOS 6/13 NO 6/13 NOS 6/13 6/13 NOS ELEV (ft) 278 280 281 283 NOT 275 275 275 274 274 275 275 270 271 283 NOT 285 j 285 NOT 288 288 NOT 290 290 NOT 264 NOT 268 NOT 272 277 NOT MOIST (%) 11 9 11 7 11 7 11 3 USED 125 123 123 11 1 11 0 11 3 11 0 129 127 109 USED 11 9 11 9 USED 11 1 11 3 USED 109 11 3 USED 11 9 USED 11 7 USED 11 5 11 9 USED DRY DENSITY (pcf) 117 117 117 118 118 118 118 118 118 118 119 116 117 119 119 118 119 118 119 119 118 117 118 117 CURVE NO 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 COMP (%) 96 96 96 96 96 96 96 97 97 97 97 95 96 97 97 97 97 97 98 97 96 96 96 96 REMARKS** AVIARA CROSSING AVIARA CROSSING AVIARA CROSSING AVIARA CROSSING HANDICAP RAMP HANDICAP RAMP HANDICAP RAMP SIDEWALK SIDEWALK SIDEWALK SIDEWALK STREET REPAIR STREET REPAIR S BRIDGE S BRIDGE S BRIDGE S BRIDGE S BRIDGE S BRIDGE S BRIDGE SD POINSETTIA SD POINSETTIA SD POINSETTIA SD POINSETTIA 2015 C-13T (6/08) North Coast Calvary Chapel North Coast Calvary Chapel Building Project Carlsbad California June 4 2008 GPI Project No 2015 C SUMMARY OF FIELD DENSITY TESTS - CONTINUED TEST* NO 433 434&4S5 436 437-500 501 502 503 504 505 506 507 508 509 510 511 512 513 514 515 516 517 518 519 520 521 522 523 524 1A 2A 51 6A 51 7A DATE 6/14 NOS 6/14 NO 6/18 6/18 6/19 6/19 6/19 6/20 6/21 6/21 6/21 6/21 6/22 6/22 6/22 6/22 6/22 6/25 6/25 6/25 6/25 6/25 6/26 6/26 6/26 6/26 7/2 7/2 7/11 7/11 ELEV (ft) 294 NOT 297 NOT 300 302 300 302 292 294 300 280 291 295 296 293 283 282 285 276 274 298 288 280 277 275 273 299 270 273 295 297 MOIST (%) 123 USED 11 9 USED 86 93 95 100 11 7 122 92 107 108 105 11 0 82 105 11 1 11 0 11 3 105 98 79 99 11 4 108 11 1 108 105 11 4 127 123 DRY DENSITY (pcf) 118 119 121 120 120 120 120 119 123 121 121 119 120 125 125 123 119 121 124 120 123 125 121 124 125 119 117 117 121 120 CURVE NO 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 9 9 9 9 9 2 1 1 2 2 COMP (%) 97 97 97 96 95 95 96 95 98 97 97 95 95 98 98 98 95 95 97 96 97 98 95 97 98 95 96 96 96 96 REMARKS** S BRIDGE S BRIDGE S BRIDGE S BRIDGE S BRIDGE N BRIDGE N BRIDGE N BRIDGE SG SG SG N BRIDGE N BRIDGE BASE BASE CG CG SG SG N BRIDGE BASE BASE BASE BASE BASE N BRIDGE RTWALL RT WALL RT WALL RT WALL 2015 C 13T(6/08) North Coast Calvary Chapel North Coast Calvary Chapel Building Project Carlsbad California June 4 2008 GPI Project No 2015 C SUMMARY OF FIELD DENSITY TESTS - CONTINUED TEST* NO 51 8A 51 9A 520A 521A 522A 523A 524A 525 526 527 528 529 530 535 536 537 538 539 540 541 542 543 544 545 546 547 548 549 550 551 552 553 DATE 7/12 7/12 7/12 7/12 7/13 7/13 7/17 7/17 7/18 7/18 7/18 7/23 7/23 7/25 7/25 7/25 7/25 7/25 7/25 7/25 7/25 7/30 7/30 7/30 7/30 7/30 7/30 7/30 7/31 7/31 7/31 8/2 ELEV (ft) 299 301 303 303 303 302 284 286 288 272 272 304 304 303 301 301 301 302 302 302 302 301 302 301 301 303 290 293 295 297 299 303 MOIST (%) 11 1 131 11 2 11 2 93 127 106 135 128 104 128 107 107 11 1 100 105 11 4 11 7 93 95 97 89 107 102 109 107 11 1 11 4 11 1 11 7 11 5 88 DRY DENSITY (pcf) 121 121 123 122 123 121 121 119 120 120 120 118 119 122 122 121 120 121 135 135 136 138 137 137 136 136 121 121 121 120 121 119 CURVE NO 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 6 6 6 6 6 6 6 6 2 2 2 2 2 2 COMP (%) 96 96 98 97 98 97 96 95 96 96 95 95 95 98 98 97 96 97 97 96 97 98 98 98 97 97 96 97 97 96 97 95 REMARKS" RT WALL RT WALL GAS LINE PKG RT WALL RT WALL RT WALL RT WALL RT WALL BASE SG PKG PKG PKG PKG PKG PKG PKG BASE BASE BASE BASE BASE BASE BASE BASE RT WALL RT WALL RT WALL RT WALL RT WALL STAIRS BLDG A 2015-C 13T(6/08) North Coast Calvary Chapel North Coast Calvary Chapel Building Project Carlsbad California June 4 2008 GPI Project No 2015 C SUMMARY OF FIELD DENSITY TESTS - CONTINUED TEST* NO 554 554A 555 556 557 558 559 560 561 562 563 564 565 566 567 568 569 570 571 572 573 574 575 576 577 578 579 580 581 582 583 584 DATE 8/2 8/6 8/6 8/6 8/10 8/10 8/10 9/12 9/12 9/13 9/13 9/13 9/13 9/19 9/19 9/21 9/21 9/21 9/21 9/24 9/25 9/25 9/25 9/25 9/26 9/26 9/27 NO 9/27 9/27 9/27 10/1 ELEV (ft) 303 295 297 299 272 272 272 279 280 284 278 281 285 284 301 285 293 301 302 302 301 301 302 299 302 285 302 NOT 290 288 290 290 MOIST (%) 85 11 1 99 11 1 90 96 93 105 101 58 45 63 50 11 1 102 107 99 102 99 11 1 96 99 97 96 102 105 93 USED 102 105 97 11 7 DRY DENSITY (pcf) 119 121 121 120 117 118 117 112 117 136 139 139 140 120 122 137 122 121 120 121 139 135 135 135 138 122 134 121 122 123 121 CURVE NO 2 2 2 2 1 1 1 1 1 10 10 10 10 1 3 6 2 2 2 2 10 10 10 10 10 3 10 2 2 2 2 COMP (%) 95 96 97 96 96 97 96 92 96 96 98 98 98 95 97 98 98 97 96 96 98 97 96 97 99 98 96 97 98 99 97 REMARKS" STAIRS BLDG A ELEC-GAS ELEC-GAS ELEC-GAS SWSG SWSG SWSG AVIARA SG AVIARA SG AVIARA BASE AVIARA BASE AVIARA BASE AVIARA BASE DRIVE SG PKGSG PKG BASE PKGSG PKGSG PKGSG PKGSG PKG BASE PKG BASE PKG BASE PKG BASE PKG BASE ELEC PKG BASE PKGSG PKGSG PKGSG PKGSG 2015 C 1ST (6/08) North Coast Calvary Chapel North Coast Calvary Chapel Building Project Carlsbad California June 4 2008 GPI Project No 2015 C SUMMARY OF FIELD DENSITY TESTS - CONTINUED TEST* NO 585 586 587 588 599 600 601 602 603 604 605 606 607 608 609 610 611 612 613 614 615 616 617 618 619 620 621 622 623 624 625 626 DATE 10/1 10/1 10/1 10/1 10/1 10/3 10/3 10/4 10/4 10/4 10/4 10/4 10/4 10/4 10/4 10/5 10/10 10/10 10/10 10/10 10/15 10/15 10/15 11/7 11/7 11/7 11/7 11/7 11/13 11/15 11/15 11/15 ELEV (ft) 291 290 292 294 287 292 291 290 296 286 280 282 284 296 285 283 291 290 278 277 277 281 290 273 276 281 285 281 284 282 277 285 MOIST (%) 99 102 11 1 102 95 91 95 89 90 105 84 85 89 81 87 102 95 100 93 11 1 107 101 11 9 102 11 1 120 105 107 90 87 91 93 DRY DENSITY (pcf) 122 122 122 121 133 135 136 137 138 120 137 135 135 136 136 122 135 122 136 121 119 119 119 123 122 122 121 121 137 136 135 134 CURVE NO 2 2 2 2 6 6 6 6 6 2 6 6 6 6 6 2 6 2 6 2 1 1 1 2 2 2 2 2 6 6 6 6 COMP (%) 97 97 98 97 95 96 97 98 98 96 98 97 96 97 97 97 96 97 97 96 95 95 95 98 97 98 97 97 98 97 97 96 REMARKS** PKGSG PKGSG PKGSG PKGSG PKG BASE PKG & DRIVE AREA PKG & DRIVE AREA PKG & DRIVE AREA PKG & DRIVE AREA STREET SG STREET BASE STREET BASE STREET BASE STREET BASE STREET BASE STREET SG SERVICE RD BASE SERVICE RD SG SERVICE RD BASE SERVICE RD SG SWSG SWSG SWSG MEDIAN SG MEDIAN SG MEDIAN SG MEDIAN SG STREET SG STREET SG MEDIAN SG MEDIAN SG MEDIAN SG 2015 C 1ST (6/08) North Coast Calvary Chapel North Coast Calvary Chapel Building Project Carlsbad California June 4 2008 GPI Project No 2015 C SUMMARY OF FIELD DENSITY TESTS - CONTINUED TEST* NO 627 628 629 630 631 632 633 634 635 636 637 638 638A 638B 638C 638D 638E 638F 638G 639 640 641 642 643 644 645 646 647 648 649 650 DATE 12/12 12/13 12/13 12/13 2008 1/17 1/17 1/17 2/12 2/12 2/13 2/13 2/14 2/19 2/19 2/19 2/19 2/19 2/19 2/19 2/26 2/26 2/26 2/26 2/27 2/27 3/3 3/3 3/4 3/4 3/5 3/5 ELEV (ft) 284 280 282 283 289 302 302 273 275 276 278 286 273 275 276 278 284 281 277 290 304 292 304 311 308 277 280 283 291 273 274 MOIST (%) 107 89 91 87 87 107 105 107 105 105 11 1 107 105 103 99 97 95 95 93 11 7 120 91 93 122 90 90 93 90 87 85 90 DRY DENSITY (pcf) 120 137 135 136 123 119 120 120 120 120 121 121 137 138 138 138 137 136 136 119 120 136 135 119 135 136 136 137 137 137 137 CURVE NO 3 6 6 6 3 3 3 2 2 2 2 2 6 6 6 6 6 6 6 2 2 6 6 2 6 6 6 6 6 6 6 COMP (%) 97 98 96 97 98 95 96 98 97 97 97 98 98 99 98 99 98 97 97 96 96 97 97 96 97 97 97 98 98 98 98 REMARKS** STREET SG STREET BASE STREET BASE STREET BASE SWSG SWSG SWSG STREET SG STREET SG STREET SG STREET SG STREET SG STREET BASE STREET BASE STREET BASE STREET BASE STREET BASE STREET BASE STREET BASE STREET SG STREET SG STREET BASE STREET BASE STREET BASE STREET BASE STREET BASE STREET BASE STREET BASE STREET BASE STREET BASE STREET BASE 2015 C13T (6/08) North Coast Calvary Chapel North Coast Calvary Chapel Building Project Carlsbad California June 4 2008 GPI Project No 2015 C SUMMARY OF FIELD DENSITY TESTS - CONTINUED TEST* NO 651 652 653 654 655 656 657 658 658R 659 660 660R 661 662 663 664 665 666 667 668 669 670 671 672 673 674 675 676 676A 677 678 679 DATE 3/6 3/6 3/12 3/12 3/12 3/12 3/12 3/24 3/24 3/24 3/27 3/27 3/27 3/28 3/28 3/28 3/28 4/2 4/2 4/9 4/9 4/14 4/14 4/25 4/25 4/25 4/25 4/25 4/25 4/28 4/28 4/28 ELEV (ft) 313 315 287 280 277 274 272 300 300 301 301 301 301 302 303 304 302 302 302 300 299 301 301 278 279 280 279 280 281 272 273 274 MOIST (%) 11 1 87 124 127 125 124 122 83 121 120 141 129 94 11 2 94 92 104 11 4 11 5 106 98 11 1 11 4 11 7 11 9 75 11 1 105 77 11 9 11 7 72 DRY DENSITY (pcf) 120 138 116 118 117 118 118 110 117 118 110 118 118 120 120 118 119 121 122 116 112 120 121 120 120 138 122 121 136 120 120 138 CURVE NO 2 6 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 1 2 2 2 2 5 2 2 6 2 2 5 COMP (%) 96 98 94 95 95 95 94 88 94 95 89 96 96 96 97 96 97 97 97 95 92 96 97 96 96 98 97 97 97 96 96 98 REMARKS** STREET SG STREET BASE STREET BASE STREET BASE STREET BASE STREET BASE STREET BASE SD RETESTED BY #658R SD RETEST OF #658 SD SD RETESTED BY #660R SD RETEST OF #660 SD SD SD SD SD SD SD SD SD SD SD UTILITY TIE-IN UTILITY TIE-IN UTILITY TIE-IN UTILITY TIE-IN UTILITY TIE-IN UTILITY TIE-IN UTILITY TIE-IN UTILITY TIE-IN UTILITY TIE-IN 2015C-13T(6/08) I I I I I I I I I I I I I I I I I I I North Coast Calvary Chapel North Coast Calvary Chapel Building Project Carlsbad California June 4 2008 GPI Project No 2015 C SUMMARY OF FIELD DENSITY TESTS - CONTINUED TEST* NO 680 681 682 683 684 685 686 687 688 689 690 691 692 DATE 5/1 5/5 5/6 5/6 5/9 5/9 5/9 5/16 5/29 5/29 5/31 6/2 6/3 ELEV (ft) 274 302 302 302 303 302 303 301 303 303 302 278 302 MOIST (%) 11 5 91 109 97 132 11 3 124 11 1 72 75 74 75 70 DRY DENSITY (pcf) 122 121 119 122 119 120 119 121 128 136 137 139 138 CURVE NO 2 2 2 2 2 2 2 2 6 6 6 5 5 COMP (%) 97 97 96 98 95 96 95 97 90 96 97 98 98 REMARKS" SWSG SWSG SWSG SWSG SWSG SWSG SWSG SWSG BASE BASE BASE BASE BASE *NOTE TEST NOS NOT IN SEQUENCE "KEY RT WALL ELEC-TEL FIRE SD SG ELEC = RETAINING WALL = ELECTRICAL-TELEPHONE = FIRE WATER LINE = STORM DRAIN = FINISHED SUBGRADE = ELECTRICAL MH = MANHOLES CG = CURB GRADE PKG = PARKING 2015C-13T(6/08) COMMUNITY FACILITIES DISTRICT No. 1 NON-RESIDENTIAL CERTIFICATE NON RESIDENTIAL LAND OWNER, PLEASE READ THIS OPTION CAREFULLY AND BE SURE YOU THOROUGHLY UNDERSTAND BEFORE SIGNING THE OPTION YOU CHOSE WILL AFFECT YOUR PAYMENT OF THE DEVELOPED SPECIAL TAX ASSESSED ON YOUR PROPERTY THIS OPTION IS AVAILABLE ONLY AT THE TIME OF THE FIRST BUILDING PERMIT ISSUANCE PROPERTY OWNER SIGNATURE is REQUIRED BEFORE SIGNING YOUR SIGNATURE is CONFIRMING THE ACCURACY OF ALL INFORMATION SHOWN NORTH COAST CALVARY CHAPEL NAME OF OWNER 7188 AVENIDA ENCINAS ADDRESS 6194OOO12O TELEPHONE 1 33O POINSETTIA LN CARLSBAD CA 92OO9 PROJECT ADDRESS CARLSBAD, CA 92O09 CITY STATE ZIP CITY STATE ZIP 214-55O-01 0-00/215-O7O-13-OO/21 5-O70-26-OO ASSESSOR PARCEL NUMBER(S) OR APN(s) AND LOT NUMBERS(S) IF NOT YET SUBDIVIDED BY COUNTY ASSESSOR CBO61926 BUILDING PERMIT NUMBER(S) As CITED BY ORDINANCE No NS 1 55 AND ADOPTED BY THE CITY OF CARLSBAD CALIFORNIA THE CITY IS AUTHORIZED TO LEVY A SPECIAL TAX IN COMMUNITY FACILITIES DISTRICT NO 1 ALL NON RESIDENTIAL PROPERTY UPON THE ISSUANCE OF A BUILDING PERMIT SHALL HAVE THE OPTION TO (1) PAY THE SPECIAL DEVELOPMENT TAX ONE TIME OR (2) ASSUME THE ANNUAL SPECIAL TAX - DEVELOPED PROPERTY FOR A PERIOD NOT TO EXCEED TWENTY FIVE (25) YEARS PLEASE INDICATE YOUR CHOICE BY INITIALIZING THE APPROPRIATE LINE BELOW OPTION (1)I ELECT TO PAY THE SPECIAL TAX - ONE TIME NOW AS A ONE TIME PAYMENT AMOUNT OF ONE-TIME SPECIAL TAX $ 19,O34.45 OWNER s INITIALS OPTION (2)I ELECT TO PAY THE ^pECIAL DEVELOPMENT TAX ANNUALLY FOR A PERIOD NOT TO EXCEED TWENTY FIVE (25) YEARS MAXIMUM ANNUAL SPECIAL TAX $ 2,628 66 OWNER s INITIALS I DO HEREBY CERTIFY UNDER PENALTY OF PERJURY THAT THE UNDERSIGNED IS THE PROPERTY OWNER OF THE SUBJECT PROPERTY AND THAT I UNDERSTAND AND WILL COMPLY WITH THE PROVISION AS STATED ABOVE IGN1ATURE OF PROPERTY OWNER TITLE PRINT NAME DATE THE CITY OF CARLSBAD HAS NOT INDEPENDENTLY VERIFIED THE INFORMATION SHOWN ABOVE THEREFORE WE ACCEPT NO RESPONSIBILITY AS TO THE ACCURACY OR COMPLETENESS OF THIS INFORMATION LAND USE FY, FACTOR CHURCH 5/91 1 O785 X SQUARE FT 1 7,649= $1 9,O34 45 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 APN Project Applicant (Owner Name) Project Description Building Type Residential Second Dwelling Unit Residential Additions Commercial/Industrial City Certification of Applicant Information NORTH COAST CALVARY CHAPEL CB061926 1330POINSETTIALN 214-550-0100 NORTH COAST CALVARY CHAPEL CHURCH,SCHOOL, OFFICE I-FR New Dwelling Units Square Feet of Living Area in New Dwelling Square Feet of Living Area in SOU Net Square Feet New Area 18,677 Square Feet Floor Area Date 11/08/06 -SCHOOL DISTRICTS WITHIN THE CITY OF CARLSBAD Carlsbad Unified School District 6225 El Camino Real Carlsbad CA 92009 (331 5000) Vista Unified School District 1234 Arcadia Drive Vista CA 92083 (7262170) San Marcos Unified School District 215MataWay San Marcos CA 92069 (290-2649) Contact Nancy Dolce (By Appl Only) Encinitas Union School District 101 South Rancho Sania Fe Rd Encinitas CA 92024 (944 4300 ext 166) 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 fee if Owner requests an increase in the number of dwelling units or square footage after the building permit is issued or if the initial determination of units or square footage is found to be incorrect, and that (2) the Owner is the owner/developer of the above described pro)ect(s), or that the person executing this declaration is authorized to sign on behalf of the Owner Signature Revised 3/30/2006 Date SCHOOL DISTRICT SCHOOL FEE CERTIFICATION (To be completed by the school distnct(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 WALTER FREEMAN ASSISTANT SI JPRR CARLSBAD, CA 92009 Revised 3/30/2006 ^CARLSBAD UNIFIED SCHOOL DISTRICT \ \ JEFFERSON ELEMENTARY \ \ AVIARA OAKS ELEMENTARY | | CARLSBAD HIGH SCHOOL | | MAGNOLIA ELEMENTARY [ | AVIARA OAKS MIDDLE SCHOOL | | CARLSBAD VILLAGE ACADEMY \ \ CALAVERA HILLS SCHOOL \ \ PACIFIC RIM | | VALLEY MIDDLE SCHOOL \ \ KELLEY SCHOOL \ \ CALAVERA HILLS MIDDLE SCHOOL | \BUENA VISTA SCHOOL \ \ HOPE SCHOOL [ | OTHER Receipt No 21037 RECEIVED FROM (If Applicable) PARENT OF PAYMENT FOR DATE ACCOUNT NUMBER AMOUNT -fees .= $ RECEIVED BY J CASH CHECK #.TOTAL ooo:CO 5O 10"J-Q 03-30-2007 , City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Plan Check Revision Permit No PCR07045 Building Inspection Request Line (760) 602-2725 Job Address 1330 POINSETTIA LN CBAD Permit Type PCR Parcel No 2150703600 Lot# Valuation $0 00 Construction Type Reference* CB061926 Project Title NCCALVARY 1 REVISED FRAM @ 0 NEW Status Applied Entered By Plan Approved Issued Inspect Area Applicant JIMTHAYER 1981 IRVINE CTRDR IRVINE CA 92618 949-831-8110 STAGE OPENING 2 REVISE FOOTING-STAIRWAY WELL TO Owner CALVARY CHAPEL NO COAST 7188AVENIDAENCINAS CARLSBAD CA 92011 ISSUED 02/28/2007 JMA 03/30/2007 03/30/2007 Plan Check Revision Fee Additional Fees $240 00 $000 Total Fees $240 00 Total Payments To Date $240 00 Balance Due $000 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 you 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 F PROJECT INFORMATION! FOR OFFICE USE ONLY PLAN CHECK NO EST VAL Plan Ck Deposit Validated By V Date en Address (include Bldg/Suite #)Business Name (at this address) Legal Description Lot No Subdivision Name/Number Unit No Phase No Total # of units CDescription of Wi gev'is "2a|tCQNTACT PERSON (if different from applicant!). „ -mn.Cbhtrtctorr [J AgenrT6rCdtitracto"%TIJ Owner: ;; Q Agent for Owner Telephone #Fax # Name 4 PROPERTY OWNER Address City State/Zip Telephone # Address City State/Zip Telephone ttName "S""" CONTRACTOR iCOMPANYNAME : -•:"" :m" *"%-: ":""' . "" : Jlyh' ^ -i (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 [$500]) Name State License # Address License Class City State/Zip City Business License tt 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 d 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) 0 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 7 WipWNER BUILDER DECLARATION ;: ^1^ ;i "^"" ' ! :N1K Jf -if 1 hereby affirm that I am exempt from the Contractor s License Law for the following reason n 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) D 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) C] 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 l~l 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 COMPLETE THIS SECTION FOR NON-RESIDENTIAL BUILDING PERMITS ONLY Is the applicant or future building occupant required to submit a business plan acutely hazardous materials registration form or risk management and prevention program under Sections 25505 25533 or 25534 of the Presley Tanner Hazardous Substance Account Act? Q YES d NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? l~1 YES l~] NO Is the facility to be constructed within 1 000 feet of the outer boundary of a school site? CD 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 8,^ CONSTRUCTION LENDING AGENCY : :ii;^^; ' ' ";. " ' ' :J«: JJ! ' :..;;:*.:"• ":'::;;...i I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 30970) 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 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 sucfwatSrjjJh orjithe building or work authorized by such permit is suspended or abandoned at any time after the work is cornmenpecn^r a period of 180days (Section 106-4?4,Wfufoig^Building Code) APPLICANT S SIGNATURE S^-.DATE WHI YELLOW Applicant 7 Finance City of Carlsbad 061926 (PCRO7-45) 3/16/O7 _ EsGil Corporation In Partnership with government for (Building Safety DATE 3/16/07 g APPLICANT~ JURISDICTION City of Carlsbad a PLAN REVIEWER a FILE PLAN CHECK NO O61926 (PCRO7-45) SET REV1. Set II PROJECT ADDRESS 1330 Poinsettia Lane PROJECT NAME North Coast Calvary Chapel Building A, Revised Framing The revised structural plan sheets transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes XI The revised structural plan sheets 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 XI 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 -,. V/ REMARKS The revised structural plan srojeets must be signed and sealed by the architect assuming design responsibility for the entice building The original plans were signed by architect James Thayer By Chuck Mendenhall Enclosures Esgil Corporation D GA D MB D EJ D PC 3/9/07 trnsmtldot — —< -•• EsGil Corporation In Partnership with government for (Bmbfing Safety DATE 3/7/07 CTAEEUCANT JURISDICTION City of Carlsbad ^~0~PLAN REVIEWER Q FILE PLAN CHECK NO 061926 (PCR07-45) SET REV1. Set I PROJECT ADDRESS 1330 Poinsettia Lane PROJECT NAME North Coast Calvary Chapel Building A, Revised Framing 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 Jim Thayer 9891 Irvine Center Dr Suite 140 Irvine, CA 92618 Esgil Corporation staff did not advise the applicant that the plan check has been completed IXI Esgil Corporation staff did advise the applicant that the plan check has been completed Person contacted /Jim Thayer Telephone # 949-831-8110 Date contactedJ/f/07(by-$4) Fax # 949-951-2820 Mail Telephone \/^ Fax Vm Person REMARKS By Chuck Mendenhall Enclosures Esgil Corporation D GA D MB D EJ D PC 3/1/07 trnsmtldot 9320 Chesapeake Drive, Suite 208 * San Diego, California 92123 + (858)560-1468 * Fax (858) 560-1576 City of Cajlsbad 061926 (PCR07-45) 3/7/O7 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 • PLANS 1 The revised plans must be signed and sealed by the architect assuming design responsibility for the entire building The original plans were signed by architect James Thayer The revised plans sheets are signed by Alan Rmderer 2 The mam roof support truss above the platform is now shown supported by 8" sq tube columns The original approval was for the use of 24" round steel columns Include calculations to show the proposed 8" column is adequate to support vertical and lateral loads 3 It is not clear on the plans how the lateral support of the building is provided along grid line 1 where you are revising the size of the support columns Were the 24" steel columns a part of the lateral support system for the building along grid line 19 Please clarify how the change in column size will affect the lateral support system END OF REVIEW To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i e , plan sheet, note or detail number, calculation page, etc The 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 Chuck Mendenhall at Esgil Corporation Thank you City of Carlsbad O61926 (PCRO7-45) 3/7/O7 VALUATION AND PLAN CHECK FEE JURISDICTION City of Carlsbad PLAN CHECK NO 061926 (PCR07-45) PREPARED BY Chuck Mendenhall DATE 3/7/07 BUILDING ADDRESS 133O Poinsettia Lane BUILDING OCCUPANCY A2 1/E-3/B TYPE OF CONSTRUCTION II-FR BUILDING II AREA PORTION (Sq Ft) church Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code NA cb RlHn Dormir FPP hv Orrlinanro '• ^ Valuation Multiplier Hrly By Ordinance Reg Mod VALUE ($) 1997 UBC Plan Check Fee $240 00 Type of Review Q Repetitive Fee Repeats Complete Review D Other m Hourly Structural Only Hours Esgil Plan Review Fee $19200 * Based on hourly rate Comments Sheet 1 of 1 macvalue doc Page 1 of 2 TIMELESS ^ARCHITECTURE INC Monday, February 26, 2007 EsGil Corporation 9320 Chesapeake Dr, Ste 208 San Diego, CA 92123 Re North Coast Calvary Chapel Multi-Purpose Building At the request of the City of Carlsbad Building and Safety Division we are sending you copies of revisions to the foundation (specifically, the pit for the future basement stair at the North side of the building) for the North Coast Calvary Chapel Multi-Purpose Building at 1330 Poinsettia Lane in Carlsbad, CA These plans were checked and approved by EsGil Corporation in the latter part of 2006 (EsGil Plan Check No 061926) Our original intent was to provide a lO'-O" deep pit with masonry retaining walls that eventually would have a steel stair with concrete treads installed as a means of access to the future (Phase II) basement As a result of the caisson immediately adjacent to the stair, it was determined that it would be preferable not to dig a full pit in this location Instead, we have decided to build a concrete stair down to a landing as shown on the new sheet SI 01 that would leave the caisson embedded and unexposed The concrete stair will lead nowhere at this time, and will not be accessible from any part of the Phase I building - the future door opening for stair access will be filled with metal studs and gypsum wallboard We needed to design the retaining walls not only to be able to retain soil from the stair pit at this phase of construction, but also to allow for a removable section for access to the future basement when Phase II construction is begun Our structural engineer has provided calculations for the new pit construction The plans have been revised accordingly, showing the new foundation plan and appropriate additional and/or revised details for retaining walls We are sending new copies of sheets SI 01 and S502 (with new detail 4, 5, 13 and 14), as well as a copy of the engineer's revised calculations and a copy of the Architect's Supplemental Information ASI-05 that was issued for these revisions (as a means of itemizing the changes that were made to the drawings - please see the highlighted Delta items 11 and 12 on the plans) We request that EsGil review and approve these revisions as shown on the selected accompanying pages from the plans and calculations Thank you in advance for your cooperation !»*-,-,9S?1 IRVINE CENTER DRIVE, SUITE 140, IRVINE/ CA 92:STf^'Ky'"KH"949f«3>1^^'OW felteM':' •••• . . ' ' ' • "'. ". -..".'•.;':.r-:''A /.''. ^ix'^i'S-'*'JT*"'*^. '! ^''y'-^-'Sri^v^Y'^X.'^'.-••.- Respectfully, Alan D Rmderer, Architect Timeless Architecture Page 2 of 2 17/2007 09 00 7147777773 INLAND ENG PAGE 01 INLAND ENGINEERING & CONSULTING, INC,, Structural & Civil Engineering 4883 EAST LA PALMA AVENUE - SUITE 501-A ANAHEIM. CA 92807 Tel (714) 777-7700 FAX (714)777-7773 SHT # JOB* DATE OF STRUCTURAL CALCULATIONS PREPARED FOR PROJECT £gr. W-aiu a INLAND LNb Ul INLAND ENGINEERING DATE BY CHKD SUBJECT SHEET NO JOB NO - <?fff. WALL* (2 •-™ —5' B J INLAND tNti PAGh. INLAND ENGINEERING 4883 E LA PALMA STE 501-A ANAHEIM, CA Title N C CALVARY CHAPEL Job # 05B35-R Dsgnr Description Date Page - JUN 2,2006 This Wall in File (, VProgram Fi»es\RP2006Vngrth coastrpS Retain Pro 2005 1 November-2005 (c) 12892005www retainpro com/support for latest release Cantilevered Retaining Wall DesignRegistration* RP^13S2SS 200600Z " M Code 1997 UBC Criteria I j Soil Data Footing Dimensions^ Strengths | Retained Height - 6 66 ft Wall height above soil = 0 00 ft Slope Behind Wall = 000 1 Height of Soil over Toe = 4 00 In Water neight over heel = 0 0 ft Wind on Stem = 0 0 psf Surcharge Loads Surcharge Over Heel = 0 0 psf Used To Resist Sliding & Overturning Surcharge Over Toe = 260 0 psf Used for Sliding & Overturning Axial Load Applied to Stem Axial Dead Load = 0 0 Ibs Axial Live Load = 0 0 IbsAxial Load Eccentricity = 00 in Allow Soil Bearing =3,000 0 psf Equivalent Fluid Pressure Method Heel Active Pressure •= 35 0 psf/ft Toe Active Pressure -= 35 0 psf/ft Passive Pressure = Soil Density = Footmg||Soil Friction = Soil height to ignore for passive pressure = 300 0 psf/ft HOOOpcf 0350 4 00 in | | Lateral Load Applied to Stem | Lateral Load = Height to Top = Height to Bottom = | 00#/ft 000ft 000ft Toe Width = Heel Width = Total Footing Width Footing Thickness = Key Width = Key Depth = Key distance from Toe = fc = 2,000 psi Fy = Footing Concrete Density = Mm As % = Covei @ Top = 2 00 in @ Adjacent Footing Load Adjacent Footing Load = Footing Width = Eccentricity = Wall to Ftg CL Dlst Footing Type Base Above/Below Soil _ at Elaek of Wall ""v<i h'QWIV VI VVOII Poisson's Ratio = 350ft 200 550 1800m 000 in 0 00 in 000ft 60 000 psi 15000pcf 00018 Btm = 3 00 in foo ibs 000ft 000 in 000ft Line Load 00ft 0300 I Stem Weight Seismic Load Fp/Wp Weight Multiplier 0 300 g Added seismic base force 133 5 Ibs "Design Summary Wall Stability Ratios Overturning = Sliding = Total Bearing Load = resultant ecc = 1 385 OK 324 OK 4,119 Ibs 3 23 in Soil Pressure @ Toe = 969 psf OK Soil Pressure @ Heel = 529 psf OK Allowable = 3,000 pSf Soil Pressure Less Than Allowable ACI Factored @ Toe ACI Factored @ Heel Footing Shear @ Toe Footing Shear @ Heel = Allowable = 1,026 PSf 560 psf 2 7 psi OK 5 r psi OK 76 0 psi Sliding Gales (Vertical Component NOT Used) Lateral Sliding Force = 1 OSB 2 Ihs less 100% Passive Force = - less 100% Friction Force = - Added Force Req'd = for 1 5 1 Stability = Load Factors Building Code Dead Load Live Load Earth, H Wind, W Seismic E 2 625 5 IbS 1,327 9 Ibs 0 0 Ibs OK 0 0 Ibs OK UBC 1997 1 200 1 600 1 600 1600 1 000 I Stem Construction | Design Height Above Ftg ft ~ Wall Material Above "W = Thickness = Rebar Size = Rebar Spacing = Rebar Placed at = Design Data fb/FB -i- fa/Fa Total Force @ Section Ibs = Moment Actual fMf= Moment Allowable fHM Shear Actual psi = Shear Allowable psi = Waif Weight psf= Rebar Depth 'd' m = LAP SPLICE IF ABOVE In = LAP SPLICE IF BELOW ,n = HOOK EMBED INTO FTG in = Masonry Data f m psi = Fs psi = Solid Grouting = Special Inspection = Modular Ratio 'n' = Short Term Factor = Equiv Solid Thick m = Top Stem Stem OK233 Masonry 800 # 4 1600 Edge 0695 4000 6293 9054 57 194 780 525 2400 2400 1,500 24000 Yes No 2578 1 000 760Masonry Block Type = Medium Weight Concrete Data fc psi = Fy Psi= 2nd Stem OK 000 Masonry 1200 ft 4 1600 Edge 0977 3802 2,1135 2,1641 75 194 1240 900 MOO 939 1,500 24,000 Yes No ?578 1000 1 60 02/27,/20Bi' 09 24 INLAND ENG PAGE INLAND ENGINEERING 4883 E LAPALMA STE, S01-A ANAHEIM. CA Title N C CALVARY CHAPEL Job # 05835-R Dsgnr Description Date Page JUN 2,2006 This wall in File C ^Program Fiie3\RP20Q5\north coastrps Retain Pro 200$ 1 November 20D5 (C) 1969-2005 Registration* RP 1139255 2006002 Cantilevered Retaining Wall Design Code 1997 UBC ! Footing Design Results j Toe Heel Factored Pressure = 1 026 560 psf Mu1 Upward - 6,469 465 fb# Mu Downward = 5.133 1,417 ft-# Mu Design = 1,337 952ft-# Actual 1-Way Shear = 2 68 5 73 psi Allow 1-Way Shear = 7603 7603psi Other Acceptable Sizes & Spac<ng$ Toe Reinforcing = #4 @ 18 00 In Toe Not req'd, Mu < S * Fr Heel Reinforcing * # 4 @ 1 8 00 m Heel Not req'd, Mu < S * Fr Key Reinforcing = #5 @ 1925 in Key No key defined i Summary of Overturning & Resisting Forces & Moments OVERTURNING Force Distance Moment Item Ibs ft fw* Heel Active Pressure = 1,1652 272 3,1695 Soil Over Hael = Toe Active Pressure = 58 8 0 61 -35 9 Sloped Soil Over Heel = Surcharge Over Toe = -1517 092 -1390 Surcharge Over Heel « Ad/acent Footing Load - Adjacent Footing Load = Added Lateral Load = Axial Dead Load on Stem = Load @ Stem Above Soil = go,l Quer joe Surcharge Over Toe Seismic Stem Self Wt = 1335 446 5953 Stem Weight(s) ^ "~ « ^ . E^fth @ Stem Transitions _Total = 1,0882 OTM = 3,5898 FootmgWelghl I Resisting/Overturning Ratio = 385 Key Weight ~ Vertical Loads used for Soil Pressures 41186 Ibs Verl Ccil11Ponent = Vertical component of active pressure used for soil pressure Total = RESISTING Force Distance Ibs ft 73? 6 5 00 000 1283 175 9100 175 626 7 3 91 1588 433 1 237 5 2 75 324 8 5 50 4,1186 Ibs RM = | Moment ft-* 36630 2246 1,5925 2,450 4 6880 3,403 1 1,7862 13,8077 DESIGNER NOTES ay ^4 INLAND ENti PAGE 04 4" 8 in Mae w/ #4 @ 16 in o/c^^ Solid Grout, 12 in Mas w/#4 @ 16 in o/c Solid Grout 2 3/4" @Toe Designer select #4@18 in al, h0rlz reinf @Heel See Appendix A 5'-6" 2" Ti 4 4" 2' 4" ! 1 6- 6* 8" S'-fl" OB tLllltiltl iNLANU LNb Pp= 2625 5# 11652* 529 02psf 968 66psf , 02r<!/l/2B07 15 /14/////73 INLAND ENS PAGE 07 INLAND ENGINEERING 4883 E LA PALMA STE 501-A ANAHEIM, CA 92807 Rev 580001UnnrKW-06061^ V«r5«0 1 Ooc-2003| ;cl'.q83-ZQ03 ENERCALC engineering Software Title NCCC Dsgnr Description Scope Masonry Lintel Design Job #61021 Date 7 Page 1 NfCC ECW Celeuliiwns Description litel bm i General Information Code Ref ACI 530-02 1997 UBC, 2003 IBC, 2003 NFPA 5000 rm FsEm = rm * Special Inspection Seismic Factor Wall Wt Mult Block Type 1 500 0 psi 24 000 0 psi 90000 0340 1000 Normal Wt Clear Span Lintel Depth Thickness End Fixity Bar Spacing 3 33 ft Rebjr Size 2 00 ft # Bars E/F 12 00 in Top Clear Fix-Fix Btin Clear 3 000 in # BM Sets Load Duration Factor 5 1 4 000 In 4 000 in 2 1330 Live Loads Not Included with Wind/Seisrmc 1 Applied Loads teisffiEut'ed Loads #1 Wind Load DL 132k/ft 20 00 psf 11 1 00 k/ft Start X 0 000 ft EndX 3330ft Moments & Shears Moment Shea Vertical Loads DL Only DL + LL DL + Wind/Seismic * (LL) Lateral Loads Wind Seismic ActuaL 147 239 004 008 Allowable 22 44 k-ft 22 44k ft 29 84 k-ft 1052 kn 1052k-tt Actual 1255 2047 041 094 tr _ Allowable 38 73 psi 38 73 psi 51 51 psi 51 51 psi 51 51 psi Equlv Solid Thick 11600m WallWt 133 00 psf 1350,0000 psi 21 4815 Unte! OK Span= 333ft, Depth= 2 ft, Thick= 12 OOinNorma] Weight Block, Special Inspection Using 2 bar sets of 1- #5 bars spaced 3 OOOin apart, Ends are Fix-Fix Combined Stress Ratios 05286 02518 02619 Lateral fo/Fb fv/Fv 00035 00080 00079 00182 DL + LL DL + Wind (+ LL) DL + Seismic (+ LL) Combined Stress Results DL + LL DU + Wind (+ U) DL •* Seismic (+ LL) (shear governs) (shear governs) (shear governs) 100 1 00 100 fb/Fb fv/Fv fb/Fb fv/Fv Vertical 01065 05286 00491 02437 00491 02437 Design Values vertical strength As k (npA2+2np)A 5-np np J=1 k/3 M mas=Fb k j b 4*2/2 ' LDF MSH=FsAsjd Lateral Strength AS K (npA2+2np)A 5-np nPJ - 1 - k/3 M mas<*Fb k j b dA2/2 • LDF M Stl = Fs'AsVd-LDF 0 6200 in2o 29 0 0573 0905 24 81 k ft 2244k-ft 062in2 o 32 007 0 89 1 o 52 k-fl 1 1 06 k ft Combined 01065 05286 00526 02518 00571 02619 1 00 100 1 001001 00100 Allowable Stresses Masonry Fb 033fm(5ifw/ospmsp) 49500 psi Steel 24 000 00 psi Masonry Fv f mA 5 * (5 if w/o sp in->p) 38 73 psi 71477777?3 20C7-Fet>-2 ' 01 34 PM Timeless Architecture 949Q318110 PAGE 08 ,& UIAHTWEI6HT ON 1 METAL Page 1 of TIMELESS ARCHITECTURE I N C TO T B Penick, Inc DATE February 14, 2007 FROM Timeless Architecture PROJECT North Coast Calvary Chapel Building A - Multi-Purpose/Family Center SUBJECT Architect's Supplemental Information A05 The following clarifications and/or additional information to the Project Manual and/or Drawing shall apply to proposals made for and to the execution of the various parts of the work affected thereby and all other conditions shall remain the same Careful note of the Architect's Supplemental Information shall be taken by all parties of interest so that the proper allowances may be made in strict accordance with the ASI, and that all trades shall be fully advised in the performance of the work which will be required of them Bidder shall acknowledge receipt of this ASI in submission of the Bid In case of conflict between Drawings, Project Manual, and this ASI, this ASI shall govern ASI-A05 DRAWINGS S101 Revised the foundation plan whereby we will move the retaining wall adjacent to the caisson, so that the caisson is not exposed at the stair pit for the future basement Please note that the retaining walls would need to have their horizontal steel secured at the caisson with dowels to match S502 This revision would entail building a portion of the future stair in concrete now, as shown on attached detail 13 Detail 4 depicts the masonry retaining walls adjacent to the stair Detail 5 shows the condition where a portion of the future basement retaining wall will be built now in such a way as to be removable for access when the future basement is constructed This wall will need to extend to the corner of the stair enclosure in order to support the 4" pipe column located there Detail 14 shows this extension ,9*91 IRVINE CENTER DRIVE, SUITE 14.0-,lrRVINE//CA.l92»T!l: 0* O CO 3J !S 6 nrn •2!n •DCtdn . w . 1 .!_• » VTO FROMAPPLICANT APPI IPAMT11 "1 n- E:> 1g?S!£r ^•^. ^ Til D jnC>;D r n-53Mil ^>^•^x ^ 5 : 7 ^I s mm s 2* ni 52® ^*HOS ^>sg I ~^-1^