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1700 DRAKE WAY; ; CB072934; Permit
09-09-2008 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: # Dwelling Units: Bedrooms: Project Title: City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Commercial/Residential Permit Building Inspection Request Line (760) 602-2725 1700 DRAKE WY CBAD COMRES 2111300300 $1,599,530.46 0 0 Lot#: Construction Type: Reference #: Structure Type: Bathrooms: VN GRAND PACIFIC RESORT: 19239SF 3 STORY TIMESHARE BLDG. Applicant: RUSS ONUFER C/O NOAA 2398 SAN DIEGO AVE. SAN DIEGO 92110 619-297-8066 Status: Applied: Entered By: Approved: Issued: Inspect Area: Orig PC#: Plan Gheck#: Owner: GRAND PACIFIC CARLSBAD L P 5900 PASTEUR CT #200 CARLSBAD CA 92008 Permit No: CB072934 ISSUED 11/26/2007 JMA 09/09/2008 09/09/2008 Building Permit $4,499.25 Meter Fee $0.00 Add'l Building Permit Fee $0.00 SDCWA Fee $0.00 Plan Check $2,924.51 CFD Payoff Fee $0.00 Add'l Plan Check Fee $0.00 PFF(3105540) $29,111.45 Plan Check Discount $0.00 PFF (4305540) $0.00 Strong Motion Fee $335.90 License Tax (3104193) . $0.00 Park In Lieu Fee $0.00 License Tax (4304193) $0.00 Park Fee $7,695.60 Traffic Impact Fee (3105541) $2,880.00 LFM Fee $0.00 Traffic Impact Fee (4305541) $0.00 Bridge Fee $0.00 Sidewalk Fee $0.00 BTD #2 Fee $0.00 PLUMBING TOTAL $812.00 BTD #3 Fee $16,416.00 ELECTRICAL TOTAL $810.00 Renewal Fee $0.00 MECHANICAL TOTAL . $408.00 Add'l Renewal Fee $0.00 Redev Parking Fee $0.00 Other Building Fee $0.00 Housing Impact Fee $0.00 Pot. Water Con. Fee $0.00 Housing InLieu Fee $0.00 Meter Size Housing Credit Fee $0.00 Add'l Pot. Water Con. Fee $0.00 Master Drainage Fee $0.00 Red. Water Con. Fee $0.00 Sewer Fee $13,152.00 Meter Size Additional Fees $0.00 Add'l Red. Water Con. Fee $0.00 HMP Fee $0.00 TOTAL PERMIT FEES $79,044.71 Total Fees: $79,044.71 Total Payments To Date: $79,044.71 Balance Due: $0.00 Inspector: FINAL APPROVAL Date: 'Z/lo/ll Clearance: NOTICE: Please take NOTICE that approval of your project includes the 'Imposition' of fees, dedications, resen/ations, or other exactions hereafter collectively referred to as fees/exactions.' You have 90 days from the date this peimit 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 Infomiation with the City Manager for processing in accordance with Carlsbad Munldpai Code Section 3.32.030. Failure to timely follow that procedure will t>ar any sut)sequent legal action to attack, revlevir, set aside, void, or annul their Imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which vou have previously been olven a NOTICE similar to this, or as to which the statute of limitations has previously othenivise expired. .^^60 City of Carlsbad 1635 Faraday Ave., Carlsbad, CA 92008 760-602-2717 / 2718 / 2719 Fax: 760-602-8558 Building Permit Application (^^^w^Wor^/^NJ-^^Jtf^"*" u/^b (Q7 Plan Check No. C^O~7'2^ 3*^^ Est. Value 5'^'^^ S'eO. ^ Plan Ck. Deposit 2x|, 5'/ JOB ADDRESS . SUITE#/SPACE#/UNIT# -i3o -<53 - CT/PROJECT # LOT* PHASE # # OF UNITS # BEDROOMS # BATHROOMS TEMANT BUSINESS NAME CONSTR. TYPE OCC. GROUP DESCRIPTION OF WORK: j I / -> 'M s EXISTING USE PROPOSED USE GARAGE (SF) PATIOS (SF) DECKS (SF) FIREPLACE YES • # NO n AIR CONDITIONING YES ji^L ^ FIRE SPRINKLERS YES )• NO • ADDRESS CONTACT NAME {\f Different Fom Applicant) j APPLICANT NAME ADDRESS CITY ^> ,7 STATE ^ ^ CITY STATE ZIP s 0. PHONE FAX PHONE FAX EMAIL EMAIL PROPERTY OWNER NAME S H 17 b.^u^ Z/^y^^wfe- CorojAd TW:/T-CL tg&>/^T5 ADDRESS ADDRESi CONTRACTOR BUS. NAME 7fifC^ 0-^66r ^7 STATE ZIP CITY , ^ STATE "?Z/// PHONE FAX PHQWE FAX EMAIL EMAIL ARCH/DESIGNER NAME* ADDRESS ; , o.n,...o. ,T )3f5 Bl ^7 4>SOb> CLASS^ — CITY BUS. LIC.# (Sec. 703T\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 therelrom, 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}). OMPeNSATI Ojll Workers' Compensation Declaration: I hereby sffirm under penalty of perjury one of the following declarations: a I have and will maintain a certificate of consent to self-insure for worl<ers' compensation as provitied by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued, n 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 workers' compensation insurance carrier and policy number are: Insurance Co. Policy No, Expiration Date This section need not be completed if the permit is for one hundred dollars ($100) or less. n 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. jSi CONTRACTOR SIGNATURE DATE / hereby affirm that I am exempt from Contractor's License Law for the following reason: CI I, as owner of the property or my employees with wages as Iheir 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 nol 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 provinc] that he did not build or improve for the purpose of sale). n 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 conlractor(s) licensed pursuant to the Contractor's License Law). n I am exempt under Section Business and Professions Code for this reason: 1.1 personally plan to provide the major labor and materials for construction of the proposed property improvement. CI Yes CI No 2.1 (have / have not) signed an application for a building permit for the proposed work. 3. i have contracted wilh the following person (firm) to provide the proposed construction (include name address / phone / contractors' license number): 4.1 plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name / address / phone / contractors' license number): 5. I will provide some of Ihe work, but I have contracted (hired) the following persons to provide the work indicated (Include name / address / phone / type of work): ^SS'PROPERTY OWNER SIGNATURE DATE „ „,, , .___„_._„,,„ is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25506,26533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? • Yes • No Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? • Yes • No Is Ihe facility to be constructed within 1,000 feet of the outer boundary of a school site? • Yes • No IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. I hereby affirm that there is a construction lending agency for the performance of the work this permit is issued (Sec. 3097 (i) Civil Code). 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 infomiation on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building constmction. yiereby authorize representative of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE 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 pemiit is required for excavations over 5 0' deep and demolition or constmction of stnjctures over 3 stories in height. EXPIRATION: Every pennit issued by the Building Official under the provisions of this Code shall expire by limitation and become null and void if the building or wortc authorized by such pemiit is not commenced within 180 days from the date of such permit or if the buildiogotwMk authqiwed by such penpjt is si^pended or abandoned at any time after the v«r1( is commenced for a period of 180 days (Section 106.4.4 Uniform Building Code). APPLICANT'S SIGNATURE PATE ii-o}jj^~c)Y cityticarfsbii I Hnal Building InspecUiin ' K./ \J i i i_ J i. : .• Dept: Building LflQWHililiig Planning CMWD St Lite Fire I - j itN(, i i , : .i'>G ; : '- , ; l ... Plan Check #: Date: L off/9f;/^f»t^ DI < \ Permit #: CB072934 Permit Type: COMRES Project Name: GRAND PACIFIC RESORT: 19239 SF Sub Type: 3 STORY TIIVIESHARE BLDG. Address: 1700 DRAKEWY Lot: 0 Contact Person: HUSTON Plione: 7605858879 Sewer Dist: CA Water Dist: CA IrispectedyT^. Date ^ / I \ y/^ By: CJ^T^TC- Inspected: /f ^//o Approved: ^ Disapproved: inspected Date By: Inspected: Approved: Disapproved: inspected Date By: Inspected: Approved: Disapproved: Comments: Christine Wauschek From: Michael Elliotttmikeelliott2@cox.net] Sent: Wednesday, June 30, 2010 4:35 PM To: Ciirister Westman; harnold@gpresorts.com; Chris DeCerbo; Christine Wauschek; Janean Hawney; Peter Dreibelbis Subject: Carlsbad Ranch PAS, Villa 53 Attachments: 328 - Carlsbad Ranch PAS, Villa S3 - Insp3.doc Carlsbad Ranch PAS, Villa 53 Project Number: CT03-02 Drawing Number: 428-9R 1700 Drake Way - CB072934 Landscape inspection comments are attached. Approved - Permit card was signed on June 30, 2010, Mike Elliott landscape architect 637 arden drive encinitas, ca. 92024 phone: (760) 944-8463 fax: (760) 944-8943 e-mail: mikeelliott2(a),cox.net Inspection List Permlt#: CB072934 Type: COIMRES GRAND PACIFIC RESORT: 19239 SF 3 STORY TIIVIESHARE BLDG. Date Inspection Item Inspector Act Comments 02/10/2011 89 Final Combo TP Fl PERMIT WAS FINAL PER TIM PHILLIPS ON 12/21/10 01/12/2011 92 Compliance Investigation TP AP 06/29/2010 89 Final Combo TP PA FOR OCCUPANCY, FINAL PNDING COMP. & DEPT. APPROVALS 06/25/2010 89 Final Combo TP CO 06/22/2010 31 Underground/Conduit-Wirin TP AP SITE LITES 06/16/2010 12 Steel/Bond Beam TP AP STAIR REINF & LANDINGS 06/16/2010 34 Rough Electric TP AP SUB PNLS, HVAC COND. 06/15/2010 34 Rough Electric TP CO 06/03/2010 34 Rough Electric TP PA MAIN SUB PANEL 06/02/2010 31 Underground/Conduit-Wirin TP PA 05/25/2010 12 Steel/Bond Beam TP AP WALK AREA 04/27/2010 18 Exterior Lath/Drywali TP AP 04/22/2010 17 Interior Lath/Drywall TP AP 04/19/2010 17 Interior Lath/Drywall TP PA 3RD FLR 04/16/2010 17 Interior Lath/Drywall TP AP 2ND FLR 04/15/2010 14 Frame/Steel/Bolting/Weldin TP AP 3RD FLR SOFFITS 04/14/2010 14 Frame/Steel/Bolting/Weldin TP, AP 3RD FLR 04/14/2010 24 Rough/Topout TP WC 04/14/2010 34 Rough Electric TP AP 3RD FLR 04/14/2010 44 Rough/Ducts/Dampers TP AP 3RD FLR 04/13/2010 17 Interior Lath/Drywall TP AP 1ST FLR 04/08/2010 14 Frame/Steel/Bolting/Weldin TP AP 1 AND 2 FLR 04/08/2010 24 Rough/Topout TP AP 04/08/2010 34 Rough Electric TP AP 04/08/2010 44 Rough/Ducts/Dampers TP AP 04/06/2010 14 Frame/Steel/Bolting/Weldin TP PA DROP CLNGS AREAS 1ST FLR 04/06/2010 34 Rough Electric TP PA 04/06/2010 44 Rough/Ducts/Dampers TP PA 04/05/2010 14 Frame/Steel/Bolting/Weldin TP PA 1ST FLR WALLS 04/05/2010 24 Rough/Topout TP WC 04/05/2010 34 Rough Electric TP PA 1ST FLR WALLS 04/05/2010 44 Rough/Ducts/Dampers TP MR 04/02/2010 14 Frame/Steel/Bolting/Weldin TP PA 1ST FLR WALLS 04/02/2010 34 Rough Electric TP PA 1ST FLR WALLS 03/31/2010 14 Frame/Steel/Bolting/Weldin TP AP 1 & 2 FLR CLNGS, TUB/SHOWER ENCL. 03/31/2010 34 Rough Electric TP AP 03/24/2010 14 Frame/Steel/Bolting/Weldin TP PI 03/24/2010 17 Interior Lath/Drywall TP PA 1 & 2 FLR SOFFITS PRE FRAME 03/22/2010 14 Frame/Steel/BoltingA/Veldin TP AP DRAFT STOPS 3RD FLR ATTIC 03/22/2010 14 Frame/Steel/Bolting/Weldin TP AP 2ND FLR CLNG JOIST 03/17/2010 14 Frame/Steel/BoitingA/Veldin TP PI 2ND FLR WALK THRU 03/17/2010 16 Insulation TP AP 3RD FLR CLNG ONLY 03/16/2010 14 Frame/Steel/BoltingA/Veldin TP PA 3RD FLR PRE ROCK @ SOFFIT AREAS Thursday, February 10, 2011 Page 1 of 2 03/15/2010 17 Interior Lath/Drywall PD PA 1ST FLR PRE HANG 03/11/2010 14 Frame/Steel/Bolting/Weldin TP AP 1 AND 2 FLR PRE-FRAME FOR SOFFITS 03/11/2010 34 Rough Electric TP AP 03/08/2010 14 Frame/Steel/BoltingArt/eldin TP PI 2ND FLR WALK THRU 03/04/2010 14 Frame/Steel/Bolting/Weldin TP PI 2ND FLOOR WALL THRU 03/02/2010 14 Frame/Steel/BoltingA/Veldln TP PA 2ND FLR CLNGS @ KIT & RESTRMS PRE ROCK 03/02/2010 24 Rough/Topout TP PA 03/02/2010 34 Rough Electric TP PA 03/01/2010 24 Rough/Topout TP PA WATER TEST WASTE ALL FLOORS 03/01/2010 34 Rough Electric TP WC 03/01/2010 84 Rough Combo TP PI START WALK THRU/REV. PLANS 02/25/2010 24 Rough/Topout TP CO 02/25/2010 34 Rough Electric TP CO 02/22/2010 13 Shear Panels/HD's TP NR 02/22/2010 14 Frame/Steel/Bolting/Weldin TP AP STAIRS 02/22/2010 15 Roof/Reroof TP AP 02/22/2010 34 Rough Electric TP AP STAIRS 02/16/2010 14 Frame/Steel/BoitingA/Veldin TP AP 2ND FLR DECK JOIST 02/10/2010 13 Shear Panels/HD's TP CO 02/03/201024 Rough/Topout TP AP WATER TEST DECK DRAINS 02/01/2010 13 Shear Panels/HD's TP CO 02/01/2010 14 Frame/Steel/Bolting/Weldin TP AP 2ND FLR SHTING 01/11/2010 13 Shear Panels/HD's TP PA 1ST FLR WALK THRU 01/07/2010 11 Ftg/Foundation/Piers TP NR 01/07/2010 31 Underground/Conduit-Wirin TP AP @ EXT. CHILLER PADS 01/04/2010 14 Frame/Steel/Bolting/Weldin PD PA FLR SHEATHING 12/02/2009 21 Underground/Under Floor TP CA 12/01/2009 21 Underground/Under Floor TP AP RE-LOCATED PLUMS FIXTURES 12/02/2008 62 Steel/Bond Beam TP AP BRIDGE LIP RET WALL 11/24/2008 11 Ftg/Foundation/Piers TP AP 11/24/2008 12 Steel/Bond Beam TP AP 11/21/2008 11 Ftg/Foundation/Piers RB AP ON BRIDGE ABUTMENT FTGS 11/21/2008 12 Steel/Bond Beam RB WC 11/21/2008 21 Underground/Under Floor RB AP 11/21/2008 22 Sewer/Water Service RB WC 11/21/2008 31 Underground/Conduit-Wirin RB AP INSIDE BLDG. 11/17/2008 31 Underground/Condult-Wirin TP AP (2) 4 IN CONDUITS FRM BLDG MSA TO VAULT 11/12/2008 31 Underground/Conduit-Wirin RB PA ON 2-4IN LOW VOLTAGE CONDUITS 10/27/2008 21 Underground/Under Floor TP AP 10/27/2008 22 SewerA/Vater Service TP WC Thursday, February 10,2011 Page 2 of 2 City of Carlsbad BIdg Inspection Request For: 12/21/2010 Permit* CB072934 Title: GRAND PACIFIC RESORT: 19239 SF Description: 3 STORY TIMESHARE BLDG. Inspector Assignment: TP Type: COMRES Job Address Suite Location Sub Type: 1700 DRAKEWY Lot: Phone: Inspector: APPLICANT RUSS ONUFER Owner: Remarks: Permit is still issued. Please advise Total Time: Requested By: CHRISTINE Entered By: CHRISTINE CD Description 92 Compliance Investigation ^ Act Comments Comments/Notices/Holds Associated PCRs/CVs/SWPPPs Original PC# PCR06210 PCR09123 PCR09140 PCR10024 ISSUED 1708, 1712 DRAKE: MINOR MODIFl; TO STRUCTURAL & WATERPROOFING WITHDRAW CARLSBAD RANCH RESORT:; CHANGES TO RESTROOMS (10XTHROUGHUT)/REVI; ISSUED CARLSBAD RANCH RESORT-DELTA 63; CHANGES-CHANGE FROM STEEL TO WOC ISSUED CARLSBAD RANCH RESORT- MINOR; ARCHITECTURAL CLARIFICATIONS AND STf Inspection History Date Description Act Insp Comments 06/29/2010 89 Final Combo PA TP FOR OCCUPANCY, FINAL PNDING COIVIP. 06/25/2010 89 Final Combo GO TP 06/22/2010 31 Underground/Conduit-Wiring AP TP SITE LITES 06/16/2010 12 Steel/Bond Beam AP TP STAIR REINF & LANDINGS 06/16/2010 34 Rough Electric AP TP SUB PNLS, HVAC COND. 06/15/2010 34 Rough Electric CO TP 06/03/2010 34 Rough Electric PA TP MAIN SUB PANEL 06/02/2010 31 Underground/Conduit-Wiring PA TP 05/25/2010 12 Steel/Bond Beam AP TP WALK AREA 04/27/2010 18 Exterior Lath/Drywall AP TP 04/22/2010 17 Interior Lath/Drywall AP TP 04/19/2010 17 Interior Lath/Drywall PA TP 3RD FLR 04/16/2010 17 interior Lath/Drywall AP TP 2ND FLR 04/15/2010 14 Frame/Steel/Bolting/Welding AP TP 3RD FLR SOFFITS 04/14/2010 14 Frame/Steel/Bolting/Welding AP TP 3RD FLR 04/14/2010 24 Rough/Topout WC TP Central Dispatch (888)844-5060 Uranch Office .San Diego / Imperial Counlies 6295 Ferris Square .Suite C San Diego, t a 92121 l ei: 858 537-.^999 Fax: 858 537-.^990 Office Localions • Orange/L.'\ County • liidio • Los Angeles / \ entura County • Riverside / San Bernardino Certifying Agencies State of ( alifomia D.S.A OSHl'I) American Assoc. of Stale Highways ( al Trans CCRI- Cenient & Concrete kefcrence I.ahoralory I.OS Angeles l.A County I.A City .MTA Orange County Orange County i:n\ironmental Management \genc> San Diego San Diego City San Diego County SI) Water Authority Inland l-jiipire City of Ri>erside County of Riverside CITY OF CARLSBAD JUL 1 2 20] Community & Economic Development Department Geotechiiical Engineering Construction Inspection Materials Testing Environmental FJNAL REPORT FOR SPECIAL INSPECTION AND MATERIAL TESTING Date: July 7, 2010 To: City of Carlsbad Public Works - Engineering 5950 El Camino Real Carlsbad, CA 92008 MTGL Project No: I9I6-G01 MTGL Log No: 10-483 SUBJECT: SATISFACTORY COMPLETION OF WORK REQUIRING SPECIAL INSPECTION AND MATERIAL TESTING. PERMIT NO: CB 072934 PROJECT NAME/ADDRESS: Grand Pacific Resort - Villa 53 1700 Drake Way Carlsbad, California I declare under penalty of perjury that, to the best of my knowledge, the work requiring special inspection, material sampling and testing, for the structure/s constructed under the subject permit is in conformance with the approved plans, the inspection and observation program and other construction documents, and the applicable workmanship provisions of the Uniform Building Code. Executed on: July 7, 2010 The work which we provided Special Inspection/Testing consisted of: Footing Excavation, Reinforcing Steel, Concrete, Screw Anchor and Torque Testing, and Epoxy of Holddown Anchor. A. If the inspection services were provided by an approved material testing laboratory or special inspection agency: TESTING AGENCY: MTGL, Inc. 6295 Ferris Square, Suite C San Diego. CA 92121 RESPONSIBLE MANAGING ENGINEER OF THE TESTING LABORATORY OR SPECIAL INSPECTION AGENCY: NAME (PRINT OR TYPE): State of California Registration Number: Eduardo C. Dizon C 57217 Expiration Date: 12/31/11 B) If the inspection services were provided by an independent certified special inspector: NA SPECIAL INSPCETOR'S NAME (PRINT OR TYPE): Registration Number: Date: SIGNATURE: cc: Grand Pacific Carlsbad, LP Certificate of JSubstantial CompLetion Project: Villa 53 1700 Drake Way Carlsbad, CA 92008 To Owner: Grand Pacific Carlsbad, LP 5900 Pasteur Ct, Suite 200 Carlsbad, CA 92008 Project Number: N/A Contract For: ViUa 53 Contract Date: N/A To Contractor: Grand Pacific Resorts, Inc. 5900 Pasteur Ct, Suite 200 Carlsbad, CA 92^08 PROJECT OR PORTION OF THE PROJECT DESIGNATED FOR PARTIAL OOCUPANCY OR USE SHALL INCLUDE: Villa 53 and adjacent site work The work pfflformed under this Contract has been reviewed and found, to the Architect's best knowledge, information and belief to be substantially complete. Substantial Completion is the stage in the progress of tfie Work when the Work or designated portion is sufficiently complete in accordance with the Contract Documents so that the Owner can occupy or utilize the Work of its intended use. The date of Substantial Completion of the Project or portion designated above is the date of issuance established by this Certificate, which is also the date of commencement of applicable warranties required by the Contract Documents, except as stated below: Substantial ion 7/1/10 NOAA. Inc. Architect 7/12/10 Date of Issuance A list of items lo be completed or corrected is attached hereto. The failure to include any items on such list does not alter tlie responsibility of the Contractor to complete all Work in accordance with the Construction Documents. Unless otherwise agreed to in writing, the date of commencement of warranties for items on the attached list will be the date of issuance of the final Certificate of Payment or the date of fmal payment. Cost estimate of Work that is incomplete or defective: $5,000 (Per Client Punch List dated 7/6/10. Client requested NOAA not prepare Punch List) The Contractor will complete or correct the Work on the list of items attached hereto within sixty (60) days from the above date of Substantial Completion. Grand Pacific Resorts. Inc. Contractor Grand Pacific Carlsbad. LP Owner Date The Owner accepts the Woric or designated portion as sybstantially complete and will assume full possession at (time) on (date). Date The responsibilities of the Owner and Contractor for security, maintenance, heat, utilities, damage to the Woik and insurance shall be as follows: TBD by Client. (Note: Owner's and Contractor's legal and insurance counsel should determine and review insurance requirements and coverage.) EsGii Corporation In Partnership with government for (BuiUing Safety DATE: May 13, 2008 • APPLICANT JURISDICTION: Carlsbad • PLAN KhVlEWER • FILE PLAN CHECK NO.: 07-2934 SET: III PROJECT ADDRESS: 1700 Drake Way PROJECT NAME: VUla 53: Carlsbad Ranch Resort A\ The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. I I The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. I I The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. I I The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. I I The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. I I The applicant's copy of the check list has been sent to: Esgil Corporation staff did not advise the applicant that the plan check has been completed. I I 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 XI REMARKS: Only one set of plans was submitted to Esgil. By: Abe Doliente Enclosures: Esgil Corporation • GA • MB • EJ • PC 5/6/08 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858)560-1468 • Fax (858) 560-1576 EsGil Corporation In (Partnersfiip witH government for (BuiUing Safety DATE: March 4, 2008 •..AEEtlG^T JURIS) JURISDICTION: Carlsbad • PLAN REVIEWER • FILE PLAN CHECK NO.: 07-2934 SET: II PROJECT ADDRESS: 1700 Drake Way PROJECT NAME: Villa 53: Carlsbad Ranch Resort I I The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. I I The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. I I The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. ^ The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. I I 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: Russ Onufer 2398 San Diego Ave, San Diego, CA 92110 I I Esgil Corporation staff did not advise the applicant that the plan check has been completed. IX Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Russ Onufer Telephone #: 619/297-8066 X 12 Date contacted:3(5'^**' (by:F^;) Fax #: - So 5-5 Mail^Telephone Faxc^ In Person n REMARKS: By: AD for Kurt Culver Enclosures: Esgil Corporation 13 GA • MB • EJ • PC 2/26/08 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858)560-1468 • Fax (858) 560-1576 Carlsbad 07-2934 March 4, 2008 RECHECK CORRECTION LIST JURISDICTION: Carlsbad PLAN CHECK NO.: 07-2934 PROJECT ADDRESS: 1700 Drake Way SET: II DATE PLAN RECEIVED BY ESGIL CORPORATION: 2/26/08 DATE RECHECK COMPLETED: March 4, 2008 REVIEWED BY: AD for Kurt Culver FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the Building Code, Plumbing Code, Mechanical Code, 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. The approval of the plans does not permit the violation of any state, county or city law. A. Please make all corrections on the original tracings and submit two new complete sets of prints to: Esgil Corp. or to the bIdg. dept. of the juris. B. 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. C. 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. D. 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? •Yes •No Carlsbad 07-2934 March 4, 2008 1. Please make all corrections, as requested in the correction list. Submit three new complete 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. 4. All sheets of the plans are required to be signed and sealed by the licensed architect or engineer responsible for their preparation. State law. This Is a reminder to check final sets of plans for signatures. 5. Provide a Building Code Data Legend on the Title Sheet. Include the following code information for each building proposed: • Occupancy Classification(s) (Use R2) • Occupant Load 12. Provide a fire alarm system and an automatic smoke detection system in Group R occupancies. Please review Section 907.2.8 and 907.2.9. Note or show this on the plans. 15. Indicate on the plans whether the sprinkler system is the residential type (13-R). If so, exceptions to, or reductions in code requirements allowed because of the installation of an automatic fire-extinguishing system are NOT permitted. For example, Section 506.3 allows area increases only if the sprinkler system complies with Section 903.3.1.1 (not 903.3.1.2, which is the 13-R section). 16. Please submit the referenced soils report (only the 11 /20/07 update letter was provided). 17. The update letter provides a Seismic Site Classification of "C." This cannot be done unless the extensive testing required by Chapter 18 was performed. Otherwise, a "D" Classification must be used. 27. Please see below for MEP corrections. 28. Revise the index sheet. There are many sheets shown on the index sheet that were not submitted. 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 AD for Kurt Culver at Esgil Corporation. Thank you. Carlsbad 07-2934 March 4, 2008 PLUMBING AND MECHANICAL CORRECTIONS PLAN REVIEWER: Glen Adamek 1. No response and drawing were not corrected. The water heater must be separated from the rest of the building with a one-hour fire separation as per UBC, Section 302.5. Show the required one-hour fire rated separation between the laundry room and the water heater room. PLUMBING (UNIFORM PLUMBING CODE) 3. Correct the low pressure gas line sizing on sheet P-002: For the 220 foot developed pipe length the VA inch gas main is undersized for the 400 CFH gas load. And the 1% inch gas line is undersized to the 330 CFH gas demand for the hot water boiler. Please correct. • ENERGY CONSERVATION 8. Russel R. Onufer, the Architect signing the building drawings, must sign the CF-1R forms on sheet M-005 as the "Designer". All energy items shown on the plans must be in agreement with the information shown on the properly completed Form CF-IR. Note: If you have any questions regarding this Plumbing and Mechanical plan review list please contact Glen Adamek at (858) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. • .AEEUpANT JURIS. • PLAN REVIEWER • FILE EsGil Corporation In Tartntrship xifitfi government for 'BuiUinj Safety DATE: December 11, 2007 JURISDICTION: Carlsbad PLAN CHECK NO.: 07-2934 SET: I PROJECT ADDRESS: 1700 Drake Way PROJECT NAME: Villa 53; Carlsbad Ranch Resort I I The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. I I The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. I I The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. ^ The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. I I The applicant's copy of the check list is enclosed for the jurisdiction to fonward to the applicant contact person. ^ The applicant's copy of the check list has been sent to: Russ Onufer 2398 San Diego Ave. San Diego, CA 92110 I I 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: Russ Onufer Telephone #: (619) 297-8066 y( \ 2^ Datecontacted-/2////£77(by//^) Fax #:-8055 Mail Telephone \/^ Fax \/^In Person • REMARKS: By: Kurt Culver Enclosures: Esgil Corporation El GA 13 MB • EJ • PC 11/29/07 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858)560-1468 • Fax (858) 560-1576 Carlsbad 07-2934 December 11, 2007 PLAN REVIEW CORRECTION LIST MULTI-FAMILY PLAN CHECK NO.: 07-2934 OCCUPANCY: R-2 TYPE OF CONSTRUCTION: V-B ALLOWABLE FLOOR AREA: To be determined SPRINKLERS?: Yes REMARKS: DATE PLANS RECEIVED BY JURISDICTION: DATE INITIAL PLAN REVIEW COMPLETED: December 11, 2007 JURISDICTION: Carlsbad USE: Timeshare Condos ACTUAL AREA: 19239 STORIES: 3 HEIGHT: -32' OCCUPANT LOAD: 90 DATE PLANS RECEIVED BY ESGIL CORPORATION: 11/29/07 PLAN REVIEWER: Kurt Culver FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the International Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinance by the Planning Department, Engineering Department, Fire Department or other departments. Clearance from those departments may be required prior to the issuance of a building permit. Present California law mandates that construction comply with the 2007 edition of the California Building Code (Title 24), which adopts the following model codes: 2006 IBC, 2006 UPC, 2006 UMC and 2005 NEC. The above regulations apply, regardless of the code editions adopted by ordinance. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 105.4 of the 2006 International Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed up the recheck process, please note on this list (or a copy) where each correction item has been addressed, i.e.. plan sheet number, specification section, etc. Be sure to enclose the marl<ed up list when vou submit the revised plans. Carlsbad 07-2934 December 11, 2007 • GENERAL 1. Please make all corrections, as requested in the correction list. Submit three new complete 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. • PLANS 2. Please obtain permission from the building official to use the 2007 CBC, as stated on the plans. 3. Provide a statement on the Title Sheet of the plans, stating that this project shall comply with the 2007 California Building Code, which adopts the 2006 IBC, 2003 UMC, 2003 UPC and the 2005 NEC. 4. All sheets of the plans are required to be signed and sealed by the licensed architect or engineer responsible for their preparation. State law. 5. Provide a Building Code Data Legend on the Title Sheet. Include the following code information for each building proposed: • Occupancy Classification(s) (Use R2) • Floor Area (Per floor, and for the whole building) • Occupant Load • Justification to exceed allowable area in Table 503 (per floor and for the whole building) • Justification to exceed allowable height or stories in Table 503 Carlsbad 07-2934 December 11, 2007 • BUILDING AREA 6. As shown, the building(s) is/are over area for the Type of Construction shown. Table 503. a) Note: In California, the State Fire Marshal made the following restrictive changes to the IBC: i) The provision for allowing fire sprinklers to increase the allowable floor area together with the allowable height is not allowed for Group A, E, H, I, L and R occupancies, along with high-rise buildings (sprinklers can be used to increase the area or height, but not both). Section 504.2. ii) In California, Group R-2 buildings of Type V-A Construction, sprinklers may be used (not 13-R, though) for both purposes, subject to the limitations in Section 504.2. ill) For Group A, E, H, I, L and R occupancies, along with high-rise buildings, the maximum allowable floor area may be increased by only two from Section 506.4 (instead of 3 as listed in the IBC). This also applies to Section 506.4.1. iv) For Group R occupancies, the maximum allowable floor area cannot be increased if a 13-R sprinkler system is installed (contrary to Exception 2 in Section 506.4). 7. If yards are used to increase the allowable floor area of a building (per Section 506.2), then such open spaces shall be either on the same lot or dedicated for public use and shall be accessed from a street or approved fire lane. Section 506.2.2. • FIRE-RESISTIVE CONSTRUCTION 8. Walls and floors separating dwelling units in the same building, or guest rooms in Group R-1 hotels, shall be fire partitions or horizontal assemblies as required by Sections 708 and 711. Section 419.2. a) Such fire partitions and floors shall have a fire-resistanco rating of not less than 1-hour. Section 708.3. b) Such fire partitions shall extend to the underside of the floor/roof sheathing above. i) In lieu of extending the wall to the floor/roof sheathing above, they may terminate at the fire-resistance-rated roof/ceiling assembly above. In this case, the space between the ceiling and the deck above shall be fire-blocked or draftstopped in accordance with Sections 717.2 and 717.3 at the partition line. Section 708.4. Carlsbad 07-2934 December 11, 2007 • SOUND TRANSMISSION 9. The Title Sheet or Site Plan should clearly indicate if any portion of the project is in a noise critical area (CNEL contours of 60 dB) as shown on the City or County's General Plan. If no portion of the project is within a noise critical area, provide a note on the Title Sheet stating: "This project is not within a noise critical area (CNEL contour of 60 dB) as shown on the General Plan". CBC Section 1207.11.3. 10. If the project is located in noise critical areas (CNEL contours of 60 dB) as shown on the City or County's General Plan, then an acoustical analysis showing that the proposed building has been designed to limit noise in habitable rooms to CNEL of forty-five dB is required. Where windows must be closed to comply, it is necessary to provide mechanical ventilation capable of providing at least two air changes per hour. Provide design. CBC Section 1207.11.3. • EXITS 11. Occupants at the middle level have two stainways available: Please show on the plans the path leading from those stairs (at the lower level) to the parking lot. • GENERAL RESIDENTIAL REQUIREMENTS 12. A fire alarm system and an automatic smoke detection system may be required in Group R occupancies. Please review Section 907.2.8 and 907.2.9. 13. The windows shown on sheet A-3 conflict with the window schedule. For example, Window B is in the living room, but the schedule shows it as only a fixed 2°2°. 14. Guards (Section 1013): a) Shall have a height of 42". This includes the open sides of stairs. 15. Indicate on the plans whether the sprinkler system is the residential type (13-R). If so, exceptions to, or reductions in code requirements allowed because of the installation of an automatic fire-extinguishing system are NOT permitted. For example. Section 506.3 allows area increases only if the sprinkler system complies with Section 903.3.1.1 (not 903.3.1.2, which is the 13-R section). • FOUNDATION 16. Please submit the referenced soils report (only the 11/20/07 update letter was provided). Carlsbad 07-2934 December 11, 2007 17. The update letter provides a Seismic Site Classification of "C." This cannot be done unless the extensive testing required by Chapter 18 was performed. Othenwise, a "D" Classification must be used. 18. 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 (required by the soil report). 19. Show on the plans that foundation sills will be at least 8 inches above grade. If less than Siiiiiil. the wood shear panels must be preservative-treated wood, per Section 2304.11.2.2. a) Since this a significant change to previous codes, please make it very clear on the plans for the benefit of the contractor. • STRUCTURAL 20. Some notes on the plans were revised to reflect IBC code sections, but others still use UBC nomenclature. Please revise the plans throughout. 21. Please see the separate list of structural items at the end of this list. • ADDITIONAL 22. On sheet A-4, show handrails on each side of the stairs. 23. For the accessible units: The water closet shall be located in a space a minimum of 36 inches in clear width with 48 inches minimum clear space provided in front of the water closet. This space may include maneuverable space under a lavatory, if provided and arranged so as not to impede access. Exception: In covered multifamily dwelling units, the water closet may be located in a space 48 inches in clear width with 36 inches of clear space provided in front of the water closet. Water closets shall be located within bathrooms in a manner that a grab bar to be installed on one side of the fixture. In locations where water closets are adjacent to walls or bathtubs, the centerline of the fixture shall be a minimum of 18 inches from the obstacle. The other (non grab bar) side of the water closet shall be a minimum of 18 inches from the centerline of the fixture to the finished surface of adjoining walls, vanities or from the edge of a lavatory. Section 1134A.7. 24. In the door schedule, there is a reference to Remark 50, but there is not such remark. 25. Show on the plans the required fire separation at the storage/laundry areas. 26. Revise the MEP sheets to reflect code sections from the 2007 CBC. Carlsbad 07-2934 December 11, 2007 27. Please see below for MEP corrections. 28. 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. 29. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. • Have changes been made to the plans not resulting from this correction list? Please indicate: Yes • No • 30. 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 Kurt Culver at Esgil Corporation. Thank you. PLUMBING AND MECHANICAL CORRECTIONS PLAN REVIEWER: Glen Adamek 1. The water heater must be separated from the rest of the building with a one-hour fire separation as per UBC, Section 302.5. Show the required one-hour fire rated separation between the laundry room and the water heater room. PLUMBING (UNIFORM PLUMBING CODE) 2. Clearly show the location of the public gas meter and the gas line sizing from the gas meter to the new building, including all existing gas demands. 3. Correct the clothes dryer gas demands on sheet P-101, as per UPC, Table 12-1. 25 CFH is too low. 35,000 Btu/hr is about 33.4 to 35 CFH, not 25 CFH used. 4. Please show the water heater in the required low rise residential energy design calculations. 5. Show the shower control valve and shower head locations comply with UPC, Section 412.11. Carlsbad 07-2934 December 11, 2007 6. Correct the shower connection at the bottom of the lower right three story stack on sheet P-402. Detail the required Suds Relief. "Drainage connections shall not be made into a drainage piping system within eight feet of any vertical to horizontal change of direction of a stack containing subs-producing fixtures. Bathtubs, laundries, washing machine stand pipes, kitchen sinks, and dishwashers shall be considered suds-producing fixtures." UPC, Section 711.0 MECHANICAL (UNIFORM MECHANICAL CODE) 7. Correct the Dryer Vent Calculations on sheet M-101 detail 2 to match the mechanical drawings. The maximum dryer vent length is 14 feet with two 90-degree elbows. UMC Section 504.3.2. And correct the detail to show all 4 inch dryer ducting. 8. Please provide the required acoustical analysis showing that the proposed building has been designed to limit noise in habitable rooms to CNEL of forty-five dB is required because this project is located in noise critical areas (CNEL contours of 60 dB) as shown on the City or County's General Plan. Please provide required design. Note: If you have any questions regarding this Plumbing and Mechanical plan review list please contact Glen Adamek at (858) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. • ELECTRICAL PLAN REVIEW • NEC • PLAN REVIEWER: Morteza Beheshti 1. Provide the required working space about electrical equipment. Please make sure "MSB53" will end up with proper 3' front clearance in case the door is lower than the gear itself. NEC 110.26. 2. Please provide receptacle outlet(s) within 25 feet of all HVAC equipment. Specify weatherproof and GFI protection for the roof top units. NEC 210.8(b) 2 & 210.63. 3. Show or identify new loads proposed for the existing equipment. 4. Indicate the total load demand on the existing service. 5. Show on the plan the location of the existing service(s). NEC 110.26, 230.2. 6. Provide multiple switch light controls so that the lighting can be reduced by one half in a uniform pattern. The switches must be located within sight of the lights which they control. CBC Title 24, Sec 131 a-b Carlsbad 07-2934 December 11, 2007 • ENERGY CONSERVATION 7. Please provide low rise residential energy compliance forms for the residential portion. The permits and plans show this is a 12 unit three story time share condo building (not a hotel/motel building). Please use the low rise residential energy design for this building. 8. All energy items shown on the plans must be in agreement with the information shown on the properly completed Form CF-IR. 9. The regulations require a properly completed and properly signed Form CF-IR to be either imprinted on the plans, taped to the plans or "sticky backed" on the plans, to allow the building inspector to readily compare the actual construction with the requirements of the approved energy design. 10. Describe compliance with the residential energy lighting requirements: 11. In the kitchen at least one-half of the wattage rating of the fixtures must be high efficacy with non-high efficacy fixtures switched separately. Note: Approximately % of the fixtures will be required to be of the high efficacy variety. 12. In bathrooms, garages, laundrv rooms, and utility rooms all fixtures must be high efficacy style or be controlled by a manually-on occupancy sensor. 13. All other rooms require any installed fixtures to be high efficacy or be controlled by a manually-on occupancy sensor or dimmer. (Closets under 70 square feet are exempt). 14. Outdoor lighting fixtures are required to be high efficacy or controlled by a combination photo-control / motion sensor. 15. Please specify "pin based" compact fluorescent lamps (in lieu of the screw in type) with a minimum of 50 lumens per watt. 16. Please specify separate switching for the kitchen efficiency lighting. 17. Please specify high efficacy lighting in other than kitchen, bathrooms, laundry or utility rooms. I.e., the family rooms. Also, in closets over 70 square feet. Othenwise dimmers should be specified. 18. Note: Generally a high efficacy style of fixture is fluorescent complete with electronic ballasts. Regular incandescent, quartz halogen and halogen "MR" lamps do not comply. 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. Carlsbad 07-2934 December 11, 2007 STRUCTURAL 1. The following design loads shall be clearly indicated on the construction documents. (Section 1603.1) • Wind load. The following information should be provided, (Section 1603.1.4) o Basic Wind speed (3-second gust), mph o Wind importance factor, 1, and building category o Wind exposure o Applicable internal pressure coefficient o Components and cladding (the design wind pressure in terms of psf to be used for the design of exterior component and cladding materials not specifically designed by the registered design professional • Seismic design data. The following information should be provided. (Section 1603.1.5) o Seismic importance factor, IE and occupancy category o Mapped spectral response accelerations Ss and Si o Site class o Spectral response coefficients SDS and SDI o Seismic design category o Basic seismic-force-resisting system(s) o Design base shear o Seismic response coefficient(s), Cs o Response modification factor(s), R o Analysis procedure used. Carlsbad 07-2934 December 11, 2007 2. Special inspection for seismic resistance shall be noted on the plans for the following conditions in accordance with Section 1707. Seismic Design Category Special inspection required 0, D, E, and F • Structural wood* and cold form steel framing in seismic-force-resisting systems** * Special inspection is not required for wood where the fastener spacing of the sheathing is more than 4" on center. ** The part of the structural system that has been considered in the design to provide the required resistance to the prescribed seismic forces. (Section 1613.1) 3. Redundancy Factor a) In the lateral calculations, seismic forces must be increased by a factor of 1.3 to account for redundancy {Seismic Design Categories D through F), per ASCE 7-05, Section 12.3.4.2, and equation 12.4-3. 4. Please indicate the basis of approval for the shear wall values shown at 17/S1.3. 5. The shear wall designations on S2.0, etc., don't match sheet 17/S1.3. Please revise throughout. 6. Why are the typical floor joists on sheet S2.1 different than those shown on S2.2? 7. On sheet S2.2, please clarify the framing shown at the bottom, right-hand corner (and left-hand corner) of the sheet. 8. On sheet S2.3, please specify the size/spacing of the typical framing members. 9. Please provide calculations for the strapping/screws at 13/S6.3. End Carlsbad 07-2934 December 11, 2007 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: 07-2934 PREPARED BY: Kurt Culver DATE: December 11, 2007 BUILDING ADDRESS: 1700 Drake Way BUILDING OCCUPANCY: R2 TYPE OF CONSTRUCTION: V-B BUILDING PORTION AREA (Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) Timeshare 19239 83.14 1,599,530 Air Conditioning Fire Sprinklers TOTAL VALUE 1,599,530 Jurisdiction Code cb By Ordinance BIdg. Permit Fee by Ordinance Plan Check Fee by Ordinance Type of Review: • Repetitive Fee Repeats [Zl Complete Review • Other |—j Hourly • Structural Only Hour Esgil Plan Review Fee Comments: $4,499.25 $2,924.51 $2,519.58 Sheet 1 of 1 macvalue.doc City of Carlsbad Public Works Engineering DDRESS: DATE: BUILDING Al PROJECT DESCRIPTION: ASSESSOR'S PARCEL NUMBE BUILDING PLANCHECK CHECKLIST PLANCHECK NO.: CB ^93^ EST VALUE: uiSH^LIO-'^U 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 confonnance with applicable codes. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of pennit to build. • A Right-of-Way pemiit is required prior to construction of the following improvements: DENIAL Please seey^ejattached report of deficiencies marked with/p^Mal^e necessary corrections to plans or specificaflof^ for compliance with applicable codes and standards. Submit corrected plans and/or specifications to this office for review. Only the applicable sheets have been sent. By: By: By: Date: Date: Date: FOR OFFICIAL USE ONLY NGINEERIN6 AUTHORIZATION TO ISSUE BUILDING PERMIT: Date: • • • • • • • ATTACHMENTS Dedication Application/Checklist Improvement Application Improvement Checklist Neighborhood Improvement Agreement Grading Submittal Checklist Right-of-Way Pemiit Application Right-of-Way Permit Submittal Checklist and Information Sheet • Storm Water Applicability Checklist ENGINEERING DEPT. CONTACT PERSON Name: KATHLEEN M. FARMER City of Carisbad Address: 1635 Faraday Avenue, Carisbad, CA 92008 Phone: (760) 602-2741 NOTE: If there are retaining walls associated witli your project, please checl( with the Building Department if these wails need to be pulled by separate RETAINING WALL PERMIT. 1635 Faraday Avenue • Carlsbad, CA 9200^-7314 • (760) 602-2720 • FAX (760) 602-8562 BUILDING PLANCHECK CHECKLIST • SFfi= PLAN Adjacent Streets Provide a fully dimensioned site plan drawn to scale. North Arrow F. Existing & Proposed Structures G Existing Street Improvements H. Property Lines (show all dimensions) I. Easements J. Right-of-Way' Driveway widths Existing or proposed sewer lateral Existing or proposed water service Existing or proposed in^igation service • 2. Show on site plan: ^ ^g^^ A. Drainage Pattems ^ 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. 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. BUILDING PLANCHECK CHECKLIST ST 1 • 2 • ND RD 3 • DISCRETIONARY APPROVAL COMPLIANCE 4a. Project does not comply with the following Engineering Conditions of approval for Project No. D cn n 4b. All conditions are in compliance. Date: • • DEDICATION REQUIREMENTS 5. Dedication for all street Rights-of-Way adjacent to the building site and any stonn drain 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 Carisbad Municipal Code Section 18.40.030. Dedication required as follows: Dedication required. Please have a registered Civil Engineer or Land Surveyor prepare the appropriate legal description together with an 8 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 Carisbad Municipal Code Section 18.40.040. Public improvements required as follows: Attached please find an application form and submittal checklist for the public improvement requirements. A registered Civil Engineer must prepare the appropriate improvement plans and submit them together with the requirements on the attached checklist to the Engineering Department through a separate plan check process. The completed application form and the requirements on the BUILDING PLANCHECK CHECKLIST ^ST • ND 2 • RD 3' • • • • 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 Carisbad Municipal Code Section 18.40. Please submit a recent property title report or current grant deed on the property and processing fee of $ 430.00 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: 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 Citv Inspector prior to occupancv. • • • GRADING PERMIT REQUIREMENTS The conditions that invoke the need for a grading permit are found in Section 11.06.030 of the Municipal Code. 7a. inadequate information available on Site Plan to make a detenriination on grading requirements. Include accurate grading quantities in cubic yards (cut, fill import, export and remedial). This information must be included on the plans. 7b. Grading Permit required. A separate grading plan prepared by a registered Civil Engineer must be submitted together with the completed application form attiTChed. NOTE: The Grading Permit must be issued and rough grading pproval obtained prior to issuance of a Building Permit. Date: Grading Inspector sign off by: 7c. Graded Pad Certification required. (Note: Pad certification may be required even if a grading permit is not required.) 4 BUILDING PLANCHECK CHECKLIST ^ST 2ND 3RD • • • • • • • • • 7d. No Grading Permit required. 7e. If grading is not required, write "No Grading" on plot plan. MISCELLANEOUS PERMITS 8. A RIGHT-OF-WAY PERMIT is required to do work in City Right-of-Way and/or private work adjacent to the public Right-of-Way. Types of work include, but are not limited to: street improvements, tree trimming, driveway construction, tying into public storm drain, sewer and water utilities. Right-of-Way permit required for: • • • 9. INDUSTRIAL WASTE PERMIT If your facility is located in the City of Carisbad sewer service area, you need to contact the Carisbad Municipal Water District, located at 5950 El Camino Real, Carisbad, 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 • on 10a. storm Water Requirements Applicability Checklist Completed. • • D 10b. Priority Determination and compliance: • Priority Project • Subject to Standard Permanent Storm Water BMP's • Exempt • • STORM WATER APPLICABILITY CHECKLIST • 10c. • Requires PSWP (Project Storm Water Permit) #_ • Not required. Required fees are attached • No fees required WATER METER REVIEW .jST • • • 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. • 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 wori<sheet 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. • • • 12b. 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: 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 "1", and potable water is typically a circled "W". 1. 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 pennit 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 2. 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 6 iRD BUILDING PLANCHECK CHECKLIST service boundary, the City intends on switching these irrigation services/meters to a new recycled water line In the future. • • • 12c. Irrigation Use (where recycled water is available) 1. Recycled water meters are sized the same as the irrigation meter above. 2. If a project fronts a street with recycled water, then they should be connecting to this line to irrigate slopes within the development. For subdivisions, this should have been identified, and Implemented on the improvement plans. Installing recycled water meters is a benefit for the applicant since they are exempt from paying the San Diego County Water Capacity fees. However, if they front a street which the recycled water is there, but is not live (sometimes they are charged with potable water until recycled water is available), then the applicant must pay the San Diego Water Capacity Charge. If within three years, the recycled water line is charged with recycled water by CMWD, then the applicant can apply for a refund to the San Diego County Water Authority (SDCWA) for a refund. However, let the applicant know that we cannot guarantee the refund, and they must deal with the SDCWA for this. 13. Additional Comments: ENGINEERING DEPARTiVIENT FEE CALCULATION WORKSHEET • • Estimate based on unconfirmed information from applicant. Calculation based on building plancheck plan submittal. Address: /l^ IP^nd/^j^O'c^ pe^mit No. ^7- ^93^ Prepared by: Date: Checked by: Date: EDU CALCULATIONSf List types and square footages for all uses. Types of Use: Types of Use: Sq. Ft./Units: ^ APT CALCULATIONS; List types and square footages for all us^s^ Types of Use: '^(^ynffi^iMAA.^^^ Ft./Units: . Types of Use: . Sq. Ft./Units: EDU's:. EDU's: ADT's: ADT's: FEES REQUIRED: / 2^ LOyKxJt^ WITHIN CFD: • YES (no bridge & thoroughfare fee in District #1, reduced Traffic Impact Fee) • NO • 1. PARK-IN-LIEU FEE FEE/UNIT: PARK AREA & #: • 2. TRAFFIC IMPACT FE"" ADT's/UNITS: X NO. UNITS: E/ADT: • 3. BRIDGE AND THOROUGHFARE FEE (DIST. #1 ADT's/UNITS^f—- ^ • 4. FACILITIES IVIANAGEMENT FEE ZONE: \ ^ 11 • I . ^ DIST. #2 / ^ uioi.ffo ,/ / /// DIST. #3 UNiySQ • 5. SEWER FEE EDU's: BENEFIT AREA: EDU's: X FEE/SQ.FT./UNIT X FEE/EDU: 10 X FEE/EDU: = $ • 6. SEWER LATERAL ($2,500) • 7. DRAINAGE FEES PLDA_ ACRES: HIGH /LOW X FEE/AC: = $. • 8. POTABLE WATER FEES UNITS CODE CONNECTION FEE 7 METER FEE SDCWA FEE IRRIGATION WardM>ocs\MI(fomw\FM Cakulallon WoriishMl 1 of 2 CITY OF CARLSBAD GRADING INSPECTION CHECKLIST FOR PARTIAL SITE RELEASE PROJECT INSPECTOR: MCMAHON PROJECT ID: CT 03-02 Grand Pacific Resort C&rlsbad Ranch Rannlno Area 5 LOTS REQUESTED FOR RELEASE: Villa 53 N/A = NOT APPLICABLE V = COMPLETE 0 = INCOMPLETE OR UNACCEPTABLE DKTE 8/28/08 GfiRDING PERMIT NO: GR 05-48 1st 2nd. V V V V V N/A 1. site access to requested lots adequate and logically grouped. 2. Site erosion control measures adequate. 3. Overall site adequate for health, safety and welfare of public. LjBtter from Owner/Dev.< requesting partial release of specific lots, pads or bIdg. 5. 8 %' X11" site plan (attachment) showing requested lots submitted. 6. 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 repori; and klentifying specific lots for release bts shall accompany subsequent partial releases). 7. EOW oertlficatlori 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. 8. Geologic engineer's letter if unusual geologic or subsurface conditk}ns exist. 9. Fully functfonal 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 tjulldlng issuance. Issuance of building penrnlts is still subject to all nonnal City requirements required tothebulldlngpermitprocess. ; •; : [] Partial release of the Site is denied for the following reasons: permit PMrsuant JOE MC MAHON RsdecUispector mm l^te Date H;\U61KARY\ENC^WPDATA\INSPIXrW'0HM!W>AK l-Sl I PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No.(:2£2^2_i222£_ Address llOO ^mlpz^ U^nuA^ Planner Christer Westman Phone (760) 602-4614 O APN: /9(( "f^O-O'^-Cf^ . 8 Type of Project & Use: -tl Wyg^^T^tTl^O^ Net Project Density: CTT DU/AC Zoning: C^-Ol General Plan: "X^?— Facilities Managemen{ Zone: ~ CFC^II^^ut) # ) Date of participation: Remaining net dev acres:^^^ _(^r--non-T-esjd€nt4aJ-dev^Jopm€nt4-Ty^©-^f-4afid-4j this permit: TtM-^^HMg^ _) a. I Legend; Item Complete Item Incomplete - Needs your action • • Environmental Review Required: YES J<_ NO TYPE A/tl"r fiec^ ''^^^C^ DATE OF COMPLETION: ^h^^ ^ PtQCP^ Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: • • 0 0 D Discretionary Action Required: YES NO __ TYPE APPROVAL/RESO. NO. ^(d?i<£>-^b(Jh\ DATE "^^k Ol ^g^CO^ PROJECT NO. r-X -Q^ OTHER RELATED CASES: . • Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approval: • • Coastal Zone Assessment/Compliance Project site located in Coastal Zone? YES_ CA Coastal Commission Authority? YES_ NO NO X If California Coastal Commission Authority: Contact them at - 3111 Camino Dei Rio North, Suite 200. San Diego CA 92108-1725; (619) 521-8036 Determine status (Coastal Permit Required or Exempt): Coastal Permit Determination Form already completed? If NO, complete Coastal Permit Determination Form now. Coastal Permit Determination Log #: CA^'^ OS'-O^ YES NO Follow-Up Actions: 1) Stamp Building Plans as "Exempt" or "Coastal Permit Required" (at minimum Floor Plans). 2) Complete Coastal Permit Determir^ation Log as needed. H:\ADMIN\COUNTER\BldgPlnchkRevChkist I I [~~| I I Incluslonary Housing Fee required: YES NO (Effective date of Inclusionary Housing Ordirlahce - May 21, 1S93.) Data Entry Completed? YES NO (A/P/Ds, Activity Maintenance, enter CB*, tooibar. Screens, Housing Fees, Construct Housing Y/N, Enter Fee, UPDATE!) • , Site Plan: I I on 1. Provide a fully dimensional site pJan 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. I ] I I I I 2. Provide legal description of property and assessor's parcel number. Zoning: D D n *>• Setbacks: Front: Interior Side: Street Side: Rear: Required Required Required Required Shown Shown Shown Shown I 1 I I i I 2. Accessory structure setbacks: Front: Required -Interior Side: Required Street Side: Required Rear: Required Structure separation: Required Shown Shown Shown Shown Shown I I I I I I 3. Lot Coverage: Required Shown • • • 4. Height: Required Shown I 1 I I I 1 5. Parking: Spaces Required Guest Spaces Required Q Q Additional Comments Shown Shown OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER ATEC>\mlop:> H:\ADMIN\COUNTER\BldgPlnchkRevChklst m Carlsbad Fire Department ^^^LDim DEPT copy Plan Review Requirements Category: COMRES , Date of Report: 01-10-2008 Reviewed by: Name: Address: Permit #: CB072934 Job Name: GRAND PACIFIC RESORT: 19239SF Job Address: 1700 DRAKE WY CBAD ]2^^|y]^SUiySfiaHi#liPil«M|ii|| 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: CON0002550 [MET] THIS PROJECT HAS BEEN REVIEWED AND APPROVED FOR THE PURPOSES OF ISSUANCE OF BUILDING PERMIT. THIS APPROVAL IS SUBJECT TO FIELD INSPECTION AND REQUIRED TEST, NOTATIONS HEREON, CONDITIONS IN CORRESPONDENCE AND CONFORMANCE WITH ALL APPLICABLE REGULATIONS. THIS APPROVAL SHALL NOT BE HELD TO PERMIT OR APPROVE THE VIOLATION OF ANY LAW. Entry: 01/10/2008 By: GR Action: AP BURKETT & WONG structural & Civil Engineers & Surveyors 3434 Fourth Avenue • San Diego, CA 92103-4911 Tel: (619) 299-5550 • Fax: (619) 299-9934 DATE- JAN, 2008 ENGINEER- CEC JOB No. 10013A SUPPLEMENTAL STRUCTURAL CALCULATIONS FOR CARLSBAD RANCH RESORT VILLA 53 CARLSBAD, CA NOGLE ONUFER ASSOCIATES ARCHITECTS 2398 SAN DIEGO AVE SAN DIEGO, CA 92110 Carlsbad Ranch Villa 53 9574A 10/06 Responses to Plan Check, Structural Items Plan Check No 07-2934 Attn: Kurt Culver Foundation PC Responses: Item Response Structural 20 Plans and notes have been updated to the IBC 06/CBC 07. 21 See following comments Structural 1 Wind load and Seismic load information added to S1.1 sheet. 2 Special inspection has been noted 3 Redundancy factor of 1.3 was used in the calculations. Please note that on sheets F6-F8, the value Force/Floor reflects the values used In hand calcs on sheet F3 multiplied by at least 1.3. This Is the value which is then used for the distribution of forces along each given line. 4 Values are taken from the AISI Standard for Cold Fomied Steel framing - Lateral Design 2004 Ed. (AISI/COFS/LATERAL-2004). 5. The shear wall designations are referenced in the full elevations of detail 13/S1.3. The typo in the notes has been corrected. 6. The typo has been corrected, 1 5/8 flange joists are adequate. 7. This area is framed just like the upper roof, only it is 2 stories. Instead of creating a whole new sheet for the 3rd story upper roof, we put in on the bottom of the 3"* story plan. 8. Framing members have been called out 9. See calcs sheets F20- F26 DATE % BURKETT&WONG ENGR. ENGINEERS SHEET. PROJECT JOB NO, Loads: BLC 1, Results for LCI, E X •»»»»»: X X X X X X 15 fe X X X 3 Si?' ' ' " ' S k X X Jan 25, 2008 at 5:37 PM untitled.r3d Company Designer Job Number Jan 25, 2008 5:37 PM Checked By:_ Plate Principal Stresses (Bv Item) (Continued) LC Plate Label Loc Siamalfksil Siama2rksil Tau Maxfksil Analefradl Von Misesfksil 29 1 P15 T .049 -.049 .049 -.785 .085 30 B .049 -.049 .049 -.785 .085 31 1 P16 T .033 -.033 .033 -.785 .057 32 B .033 -.033 .033 -.785 .057 33 1 P17 T .016 -.016 .016 -.785 .027 34 B .016 -.016 .016 -.785 .027 35 1 P18 T .032 -.032 .032 -.785 .056 36 B .032 -.032 .032 -.785 .056 37 1 PI 9 T .015 -.015 .015 -.785 .027 38 B .015 -.015 .015 -.785 .027 39 1 P20 T .016 -.016 .016 .785 .028 40 B .016 -.016 .016 .785 .028 41 1 P21 T .016 -.016 .016 .785 .027 42 B .016 -.016 .016 .785 .027 43 1 P22 T .016 -.016 .016 .785 .027 44 B .016 -.016 .016 .785 .027 45 1 P23 T .032 -.032 .032 .785 .056 46 B .032 -.032 .032 .785 .056 47 1 P24 T .015 -.015 .015 .785 .027 48 B .015 -.015 .015 .785 .027 Joint Coordinates and Temperatures 1 N1 11 0 0 0 2 N2 14 0 0 0 3 N3 14 2.5 0 0 4 N4 11 2.5 0 0 5 N5 3 0 0 0 6 N6 3 2.5 0 0 7 N7 0 0 0 0 8 N8 0 2.5 0 0 9 N9 3 7 0 0 10 N10 0 7 0 0 11 Nil 14 7 0 0 12 N12 11 7 0 0 13 N13 14 12.5 0 0 14 N14 11 12.5 0 0 15 N15 3 12.5 0 0 16 N16 0 12.5 0 0 17 N17 3 17 0 0 18 N18 0 17 0 0 19 N19 14 17 0 0 20 N20 11 17 0 0 21 N21 11 20 0 0 22 N22 3 20 0 0 23 N23 0 20 0 0 24 N24 14 20 0 0 25 N25 3 10 0 0 26 N26 0 10 0 0 27 N27 11 10 0 0 28 N28 14 10 0 0 29 N29 3 22.5 0 0 30 N30 0 22.5 0 0 31 N31 11 22.5 0 0 32 N32 14 22.5 0 0 33 N33 0 27 0 0 RISA-3D Version 7.0.2 [C:\RiSA\untitled.r3ci] Page 2 Company Jan 25, 2008 Designer 5:37 PIVl Job Number : Checl<ed By: Joint Coordinates and Temperatures (Continued) 34 N34 3 27 0 0 35 N35 11 27 0 0 36 N36 14 27 0 0 37 N37 0 30 0 0 38 N38 3 30 0 0 39 N39 11 30 0 0 40 N40 14 30 0 0 Joint Reactions (Bv Item) LC Joint Label Xfkl Yfkl Zfkl MX fk-ftl MY fk-ftl MZ fk-ftl 1 1 N7 -3.893 -9.016 0 0 LOCKED 0 2 1 N2 -1.609 9.016 0 0 LOCKED 0 3 1 N39 NC NC NC LOCKED . NC NC 4 1 N31 NC NC NC LOCKED NC NC 5 1 N21 NC NC NC LOCKED NC NC 6 N14 NC NC NC LOCKED NC NC 7 1 N27 NC NC NC LOCKED NC NC 8 1 N4 NC NC NC LOCKED NC NC 9 -| N1 NC NC NC LOCKED NC NC 10 1 Totals: -5.502 0 0 11 1 COG m: NC NC NC Member Distributed Loads (BLC 1:) 1 Ml X .185 .185 0 0 2 M2 X .139 .139 0 0 3 M3 X .069 .069 0 0 RISA-3D Version 7.0.2 [C:\RISA\untitled.r3d] Pages Company Designer Job Number Jan 25, 2008 5:37 PM Checked By:_ Plate Primary Data 1 PI N1 N2 N3 N4 PIv .5 2 P2 N5 N1 N4 N6 PIv .5 3 P3 N7 N5 N6 N8 PIv .5 4 P4 N8 N6 N9 N10 PIv .5 5 P5 N4 N3 Nil N12 PIv .5 6 P9 N16 N15 N17 N18 PIv .5 7 P10 N14 N13 N19 N20 PIv .5 8 P11 N17 N20 N21 N22 PIv .5 9 P12 N18 N17 N22 N23 PIv .5 10 P13 N20 N19 N24 N21 PIv .5 11 P11A N10 N9 N25 N26 PIv .5 12 P12A N9 N12 N27 N25 PIv .5 13 P13A N12 N11 N28 N27 PIv .5 14 P14 N27 N28 N13 N14 PIv .5 15 P15 N25 N27 N14 N15 PIv .5 16 P16 N26 N25 N15 N16 PIv .5 17 PI 7 N23 N22 N29 N30 PIv .5 18 P18 N22 N21 N31 N29 PIv .5 19 P19 N21 N24 N32 N31 PIv .5 20 P20 N33 N34 N29 N30 PIv .5 21 P21 N35 N36 N32 N31 PIv .5 22 P22 N37 N38 N34 N33 PIv .5 23 P23 N38 N39 N35 N34 PIv .5 24 P24 N39 N40 N36 N35 Ply .5 Plate Principal Stresses (Bv Item) 5> Co'^j 1 1 PI T .041 -.041 .041 2.356 .071 2 B .041 -.041 .041 2.356 .071 3 P2 T .057 -.057 .057 -.785 .099 4 B .057 -.057 .057 -.785 .099 5 1 P3 T .042 -.041 .041 -.785 .072 6 B .042 -.041 .041 -.785 .072 7 1 P4 T .042 -.042 .042 2.355 .072 8 B .042 -.042 .042 2.355 .072 9 1 P5 T .041 -.041 .041 -.785 .072 10 B .041 -.041 .041 -.785 .072 11 1 P9 T .033 -.033 .033 -.785 .057 12 B .033 -.033 .033 -.785 .057 13 1 P10 T .033 -.033 .033 -.785 .057 14 B .033 -.033 .033 -.785 .057 15 1 P11 T .049 -.049 .049 -.785 .085 16 B .049 -.049 .049 -.785 .085 17 1 P12 T .033 -.033 .033 -.785 .057 18 B .033 -.033 .033 -.785 .057 19 1 PI 3 T .032 -.032 .032 -.785 .056 20 B .032 -.032 .032 -.785 .056 21 P11A T .041 -.041 .041 2.356 .072 22 B .041 -.041 .041 2.356 .072 23 1 P12A T .058 -.058 .058 -.785 .1 24 B .058 -.058 .058 -.785 .1 25 -| P13A T .041 -.041 .041 -.785 .071 26 B .041 -.041 .041 -.785 .071 27 1 P14 T .032 -.032 .032 -.785 .056 28 B .032 -.032 .032 -.785 .056 RISA-3D Version 7.0.2 [C:\RISA\untitled.r3d] Page 1 P2u| Company Jan 25, 2008 Designer 5:46 PM Job Number : Checked By: Plate Corner Forces (Bv Item) (Continued) LC Plate Label Joint Xfkl Yrki Zfkl MXfk-ftf MYfk-ftl MZfk-ftl 57 1 P15 N25 -1.178 -.368 0 0 0 0 58 N27 -1.178 .368 0 0 0 0 59 N14 1.178 .368 0 0 0 0 60 N15 1.178 -.368 0 0 0 0 61 P16 N26 -.294 -.246 0 0 0 0 62 N25 -.294 .244 0 0 0 0 63 N15 .294 .245 0 0 0 0 64 N16 .294 -.244 0 0 0 0 65 1 PI 7 N23 -.141 -.118 0 0 0 0 66 N22 -.141 .117 0 0 0 0 67 N29 .141 .118 0 0 0 0 68 N30 .141 -.117 0 0 0 0 69 1 P18 N22 -.772 -.241 0 0 0 0 70 N21 -.772 .241 0 0 0 0 71 N31 .772 .241 0 0 0 0 72 N29 .772 -.241 0 0 0 0 73 P19 N21 -.138 -.115 0 0 0 0 74 N24 -.138 .115 0 0 0 0 75 N32 .138 .115 0 0 0 0 76 N31 .138 -.115 0 0 0 0 77 "1 P20 N33 .143 -.215 0 0 0 0 78 N34 .144 .215 0 0 0 0 79 N29 -.143 .215 0 0 0 0 80 N30 -.143 -.215 0 0 0 0 81 "1 P21 N35 .141 -.211 0 0 0 0 82 N36 .14 .211 0 0 0 0 83 N32 -.14 .211 0 0 0 0 84 N31 -.141 -.211 0 0 0 0 85 P22 N37 .142 -.142 0 0 0 0 86 N38 .141 .142 0 0 0 0 87 N34 -.141 .141 0 0 0 0 88 N33 -.142 -.142 0 0 0 0 89 1 P23 N38 .773 -.29 0 0 0 0 90 N39 .773 .29 0 0 0 0 91 N35 -.773 .29 0 0 0 0 92 N34 -.773 -.29 0 0 0 0 93 1 P24 N39 .139 -.139 0 0 0 0 94 N40 .139 .139 0 0 0 0 95 N36 -.139 .139 0 0 0 0 96 N35 -.139 -.139 0 0 0 0 RISA-3D Version 7.0.2 [C:\RISA\untitled.r3d] Page 5 V 7 < Company Jan 25, 2008 Designer 5:46 PM Job Number : Checked By: Plate Corner Forces (Bv Item) LC Plate Label Joint xrki Yfkl Zfkl MXfk-ftl MYfk-ftl MZfk-ftl 1 1 P1 N1 -.366 -.306 0 0 0 0 2 N2 -.372 .31 0 0 0 0 3 N3 .369 .305 0 0 0 0 4 N4 .37 -.309 0 0 0 0 5 1 P2 N5 -1.377 -.43 0 0 0 0 6 N1 -1.377 .43 0 0 0 0 7 N4 1.377 .431 0 0 0 0 8 N6 1.377 -.43 0 0 0 0 9 1 P3 N7 -.375 -.312 0 0 0 0 10 N5 -.369 .308 0 0 0 0 11 N6 .373 .311 0 0 0 0 12 N8 .371 -.307 0 0 0 0 13 1 P4 N8 -.376 -.564 0 0 0 0 14 N6 -.374 .562 0 0 0 0 15 N9 .376 .563 0 0 0 0 16 N10 .373 -.56 0 0 0 0 17 1 P5 N4 -.373 -.558 0 0 0 0 18 N3 -.372 .56 0 0 0 0 19 Nil .372 .557 0 0 0 0 20 N12 .372 -.559 0 0 0 0 21 1 P9 N16 -.297 -.446 0 0 0 0 22 N15 -.297 .445 0 0 0 0 23 N17 .298 .446 0 0 0 0 24 N18 .296 -.445 0 0 0 0 25 1 P10 N14 -.295 -.441 0 0 0 0 26 N13 -.294 .442 0 0 0 0 27 N19 .294 .441 0 0 0 0 28 N20 .294 -.442 0 0 0 0 29 1 P11 N17 -1.182 -.444 0 0 0 0 30 N20 -1.181 .443 0 0 0 0 31 N21 1.182 .443 0 0 0 0 32 N22 1.181 -.443 0 0 0 0 33 1 P12 N18 -.295 -.295 0 0 0 0 34 N17 -.294 .294 0 0 0 0 35 N22 .295 .295 0 0 0 0 36 N23 .294 -.294 0 0 0 0 37 1 PI 3 N20 -.292 -.292 0 0 0 0 38 N19 -.292 .292 0 0 0 0 39 N24 .292 .291 0 0 0 0 40 N21 .292 -.292 0 0 0 0 41 1 P11A N10 -.373 -.373 0 0 0 0 42 N9 -.371 .371 0 0 0 0 43 N25 .373 .373 0 0 0 0 44 N26 .371 -.37 0 0 0 0 45 1 P12A N9 -1.385 -.52 0 0 0 0 46 N12 -1.384 .519 0 0 0 0 47 N27 1.385 .519 0 0 0 0 48 N25 1.384 -.519 0 0 0 0 49 1 P13A N12 -.369 -.368 0 0 0 0 50 Nil -.369 .37 0 0 0 0 51 N28 .369 .368 0 0 0 0 52 N27 .369 -.37 0 0 0 0 53 1 P14 N27 -.291 -.242 0 0 0 0 54 N28 -.291 .243 0 0 0 0 55 N13 .292 .242 0 0 0 0 56 N14 .291 -.243 0 0 0 0 RISA-3D Version 7.0.2 [C:\RISA\untitled.r3d] Page 4 # BURKETT&WONG DATE — ENGINEERS ^HEET ENGR , JOB NO. PROJECT /AA-T- STr;..-|3 Vvm.,A -| ^..^^^ \ ^v\ BURKETT & WONG Structural & Civil Engineers & Surveyors 3434 Fourth Avenue • San Diego, CA 92103-4911 Tel: (619) 299-5550 • Fax: (619) 299-9934 DATE- NOV, 2007 ENGINEER- CEC JOB No. 10013A STRUCTURAL CALCULATIONS CARLSBAD RANCH RESORT VILLA 53 CARLSBAD, CA NOGLE ONUFER ASSOCIATES ARCHITECTS 2398 SAN DIEGO AVE SAN DIEGO, CA92110 BURKETT & WONG structural & Civil Engineers & Surveyors 3434 Fourth Avenue • San Diego, CA 92103-4911 Tel: (619) 299-5550 • Fax: (619) 299-9934 DATE- NOV , 2007 ENGINEER- CEC JOB No. 10013A TABLE OF CONTENTS DESIGN LOADS JOISTS BEAMS/HEADERS/JAMBS/POSTS WALLS Al B1-B31 C1-C43 Dl -D40 UPPER AND LOWER ROOF FRAMING LATERAL ANALYSIS/DRAGS AND CHORD GRADE BEAMS E1-E75 Fl-Fll F12-F19 MiSC BRIDGE ABUDTMENT USGS SI, Ss VALUES M1-M8 M9 BURKETT&WONG A I CM^iMrroc SHEET ?—N—L ENGINEERS FNGR JOB NO_ PROJECT II 2:B -^TTLC I Dpi'*' /A/SOU {,,0 2 ^^.^ ^ ,, BURKETT&WONG R JJL/J22 ^ ENGINEERS SHEET_J.2_ DATE_t±4J:^J — ENGINEERS FNGR MSIC JOB NO_ PROJECT Sj.c^p^^ Vs/e><i-'iE CASE STOO/TOKR' '^S'^ /^lu (^7 0 ^Jf\') 6<vc.\<- - To - f2>Aoi<_ (Lcx>v> 5/0/ ^ 2 "a^fi Os^ 3> ^ce«^>J^ /^,^ (i^ BUf?KETT&WONG ^ 2- DATE ^ ENGINEERS SHEET_i ENGR JOB NO PROJECT 5 . ^6 'oA/o^ # BURKETT&WDNG ,„,,,JVi FMr;iNFFR<; SHEET—Uii j_ •^^^^ ENGINEERS ENGR V-^fc— JOB NO_ PROJECT ~"^~'7. ( '^^^i^V?;' = ^^U> * ••. -v - ^ 7 '7 s # BURKETT&WONG , i DATE ^ ENGINEERS ^""^^^ Q—L FNGR JOB NO PROJECT 7^ ^J^^^jjJLw mil I iiij o I CD i i i i it i 3! CO ro h-o o CM > o < 1 i i 1 1 o ro o o CM cvf > o 4i Beam: M1 Shape: 600S162-54 Material: A607_C1_55 Length: 6 ft I Joint: N1 J Joint: N2 LC 2: 1.2D+1.6L Code Check: 0.429 (bending) Report Based On 97 Sections -.131 at 3 ft Dz in 1.14 at Oft Vy Vz -1.14 at 6 ft k-ft k-ft My k-ft -1.71 at 3 ft fa 21.524 at 3 ft ksi fc ksi -21.524 at 3 ft AISI 01 LRFD Code Check Max Bending Check 0.429 Location 3 ft Equation C5.2.2-1 R(c3.1.3) Fy phi*Pn phi*Tn phi*Mny phi*Mnz phi*Vny phi*Vnz Cb Not Used 55 ksi 3.803 k 27.522 k .646 k-ft 3.985 k-ft 4.29 k 4.745 k Max Shear Check Location Max Defl Ratio 0.266 (y) Oft L/548 Y-Y Z-Z Cm .6 1 Lb 8 ft 6 ft KL/r 168.722 31.746 Sway No No L Comp Flange 1 ft Beam: M1 Shape: 6008162-54 Material: A607_C1_55 Length: 6 ft I Joint: N1 J Joint: N2 LC 3: D+L Code Check: 0.282 (bending) Report Based On 97 Sections -.086 at 3 ft Dz in Vy .75 at 0 ft Vz .75 at 6 ft k-ft k-ft My k-ft -1.125 at 3 ft fa 14.161 at 3 ft ksi -14.161 at 3 ft AISI 01 LRFD Code Check Max Bending Check 0.282 Location 3 ft Equation C5.2.2-1 R(c3.1.3) Fy phi*Pn phi*Tn phi*Mny phi*Mnz phi*Vny phi*Vnz Cb Not Used 55 ksi 3.803 k 27.522 k .646 k-ft 3.985 k-ft 4.29 k 4.745 k Max Shear Check Location Max Defl Ratio Y-Y Z-Z Cm .6 1 Lb 8 ft 6 ft KL/r 168.722 31.746 Sway No No L Comp Flange 1 ft 0.175 (y) Oft L/833 1> 6-^ I it in ro o o CM CM" > o 00 Beam: M1 Shape: 10005162-54 Material: A607_C1_55 Length: 8 ft I Joint: N1 J Joint: N2 LC 2: 1.2D+1.6L Code Check: 0.602 (shear) Report Based On 97 Sections fa k-ft ksi -.119 at 4 ft 1.52 at Oft Vy -1.52 at 8 ft Mz k-ft -3.04 at 4 ft 18.332 at 4 ft Dz in Vz My k-ft -18.332 at 4 ft AISI 01 LRFD Code Check Max Bending Check 0.457 Location 4 ft Equation C5.2.2-1 R(c3.1.3) Fy phi*Pn phi*Tn phi*Mny phi*Mnz phi*Vny phl*Vnz Cb Not Used 55 ksi 3.447 k 38.759 k .669 k-ft 6.654 k-ft 2.524 k 4.745 k Cm Lb KL/r Sway Max Shear Check Location Max Defl Ratio Y-Y .6 8ft 188.078 No L Comp Flange 1 ft Z-Z 1 8ft 26.93 No 0.602 (y) Oft L/805 1 •<' i 1 < 1 D. CM ro h-o o CM CM" > o tn CO Q. CM ^* in •4—' ro o o CM CM" > o < i a. CM in 1^ o o CM CM" > O CN I I I I I I I I 6-14, Beam: Ml Shape: 1000S162-54 Material: A607_C1_55 Length: 9.25 ft I Joint: N1 J Joint: N2 LC 3: D+L Code Check: 0.458 (shear) Report Based On 97 Sections fa -.14 at 4.625 ft k-ft ksi 1.156 atOft -1.156 at 9.25 ft -2.674 at 4.625 ft 16.124 at 4.625 ft Dz in Vz My k-ft -16.124 at 4.625 ft AISI 01 LRFD Code Check Max Bending Check 0.402 Location 4.625 ft Equation C5.2.2-1 R(c3.1.3) Fy phi*Pn phi*Tn phi*Mny phi*Mnz phi*Vny phi*Vnz Cb Not Used 55 ksi 2.764 k 38.759 k .669 k-ft 6.654 k-ft 2.524 k 4.745 k Max Shear Check Location Max Defl Ratio Y-Y Z-Z Cm .6 1 Lb 9.25 ft 9.25 ft KL/r 217.465 31.138 Sway No No L Comp Flange 1 ft 0.458 (y) Oft L/791 Beam: Ml Shape: 10008162-54 Material: A607_C1_55 Length: 9.25 ft I Joint: N1 J Joint: N2 LC 2: 1.2D+1.6L Code Check: 0.696 (shear) Report Based On 97 Sections -.213 at 4.625 ft Dz in 1.758 at Oft Vy Vz -1.758 at 9.25 ft k-ft My k-ft -4.064 at 4.625 ft fa 24.508 at 4.625 ft ksi -24.508 at 4.625 ft AISI 01 LRFD Code Check Max Bending Check 0.611 Location 4.625 ft Equation C5.2.2-1 R(c3.1.3) Fy phi*Pn phi*Tn phi*Mny phi*Mnz phi*Vny phi*Vnz Cb Not Used 55 ksi 2.764 k 38.759 k .669 k-ft 6.654 k-ft 2.524 k 4.745 k Max Shear Check Location Max Defl Ratio 0.696 (y) Oft L/521 Y-Y Z-Z Cm .6 1 Lb 9.25 ft 9.25 ft KL/r 217.465 31.138 Sway No No L Comp Flange 1 ft I I Nov 12, 2007 at 5:13 PM steel joist floor 13.5 ft.r3d Beam: Ml Shape: 10008162-54 Material: A607_C1_55 Length: 13.5 ft I Joint: N1 J Joint: N2 LC2: 1.2D+1.6L Code Check: 0.644 (bending) Report Based On 97 Sections -.479 at 6.75 ft Dz in 1.269 at 0 ft Vy L Vz -1.269 at 13.5 ft k-ft My k-ft -4.283 at 6.75 ft fa 25.826 at 6.75 ft ksi fc ksi -25.826 at 6.75 ft AISI 01 LRFD Code Check Max Bending Check 0.644 Location 6.75 ft Equation C5.2.2-1 R(c3.1.3) Fy phi*Pn phi*Tn phi*Mny phi*Mnz phi*Vny phi*Vnz Cb Not Used 55 ksi 3.447 k 38.759 k .669 k-ft 6.654 k-ft 2.524 k 4.745 k Max Shear Check Location Max Defl Ratio Y-Y Z-Z Cm .6 1 Lb 8ft 13.5 ft KL/r 188.078 45.445 Sway No No L Comp Flange 1 ft 0.503 (y) Oft L/338 Beam: M1 Shape: 10008162-54 Material: A607_C1_55 Length: 13.5 ft I Joint: N1 J Joint: N2 LC 3: D+L Code Check: 0.445 (bending) Report Based On 97 Sections -.331 at 6.75 ft Dz in .877 at 0 ft Vy Vz -.877 at 13.5 ft k-ft k-ft My k-ft -2.962 at 6.75 ft fa 17.859 at 6.75 ft ksi -17.859 at 6.75 ft AISI 01 LRFD Code Check Max Bending Check 0.445 Location 6.75 ft Equation C5.2.2-1 R(c3.1.3) Fy phi*Pn phi*Tn phi*Mny phi*Mnz phi*Vny phi*Vnz Cb Not Used 55 ksi 3.447 k 38.759 k .669 k-ft 6.654 k-ft 2.524 k 4.745 k Cm Lb KL/r Sway Max Shear Check Location Max Defl Ratio Y-Y .6 8ft 188.078 No L Comp Flange 1 ft Z-Z 1 13.5 ft 45.445 No 0.348 (y) Oft L/489 llLx Nov 12, 2007 at 5:14 PM bridge joist.rSd Loads: LC 2, 1.2D+1.6L Nov 12, 2007 at 5:14 PM bridge joist.rSd llLx m mm Loads: LC 3, D+L Nov 12, 2007 at 5:14 PM bridge joist.rSd Beam: Ml Shape: 10008162-54 Material: A607 CI 55 Length: 8 ft 1 Joint: N1 J Joint: N2 LC 2: 1.2D+1.6L Code Check: 0.678 (shear) Report Based On 97 Sections Dy ^^^^^^^^^^^^-^^ in -.134 at 4 ft Dz in A Ir 1.712 at Oft A K vy j K \ 1 -1.712 at 8 ft vz iv T Ir ft Mz ^^^i^ijiiij k-ft -3.424 at 4 ft Mw If.ft 1 K-TI Mz ^^^i^ijiiij k-ft -3.424 at 4 ft iviy iv-ii fa ksi 20.647 at 4 ft fc ^^^SiSiiiii^ii^k ft ^^i^iiii^^ ksi -20.647 at 4 ft AISI 01 LRFD Code Check Max Bending Check 0.515 Location 4ft Equation C5.2.2-1 R(c3.1.3) Not Used Fy 55 ksi phi*Pn 3.447 k phi*Tn 38.759 k phi*Mny .669 k-ft phi*Mnz 6.654 k-ft phi*Vny 2.524 k phi*Vnz 4.745 k Cb Max Shear Check Location Max Defl Ratio Y-Y Z-Z Cm .6 1 Lb 8ft 8ft KL/r 188.078 26.93 Sway No No L Comp Flange 1 ft 0.678 (y) Oft L/714 Beam: Ml Shape: Material: Length: I Joint: J Joint: LC 3: D+L Code Check: 10008162-54 A607_C1_55 8ft N1 N2 0.460 (shear) Report Based On 97 Sections -.091 at 4 ft Dz m 1.16 at Oft Vz -1.16 at 8 ft k-ft k-ft My k-ft -2.32 at 4 ft fa 13.99 at 4 ft ksi -13.99 at 4 ft AISI 01 LRFD Code Check Max Bending Check 0.349 Location 4ft Equation C5.2.2-1 R(c3.1.3) Not Used Fy 55 ksi phi*Pn 3.447 k phi*Tn 38.759 k phi*Mny .669 k-ft phi*Mnz 6.654 k-ft phi*Vny 2.524 k phi*Vnz 4.745 k Cb Max Shear Check Location Max Defl Ratio Y-Y Z-Z Cm .6 1 Lb 8ft 8ft KL/r 188.078 26.93 Sway No No L Comp Flange 1 ft 0.460 (y) Oft L/1054 r V T5f 3 CM ro o o CM CM" > o iS- '"So Company Nov 12, 2007 Designer 1:25 PM Job Number : Checked Bv: Joint Coordinates and Temperatures Label Xfftl Y[ftl zmi Temp fF| Detach From Diao... 1 N1 0 0 0 0 2 N2 25 0 0 0 Basic Load Cases BLC Description Catecorv X Gravity Y Gravity Z Gravity Joint Point Distributed Area (Me... Surface (... 1 None 1 2 None 1 Member Distributed Loads (BLC 1:) Member Label Ml Direction Start Maanitude[k/ft.d..£nd Maanituderk/ft.d... Start Locationrft.%1 End Locationfft.%1 Y .18 .18 0 0 Member Distributed Loads (BLC 2 :) Member Label Direction Start Maonitudefk/ft.d..End Maanituderk/ft.d... Start Locationrft.%1 End Locationrft.%1 M1 Y -.4 0 0 Joint Boundary Conditions Joint Label X [k/lnl Y rk/inl Z rk/inl X Rot.rk-ft/radl Y Rot.rk-ft/radl Z Rot.rk-ft/radl Footina 1 N1 Reaction Reaction Reaction 2 N2 Reaction Reaction Reaction Hot Rolled Steel Properties Label E rksil G rksil Nu Therm (\1E5 Fl Densityrk/ff^SI Yieldrksil 1 A36 Gr.36 29000 11154 .3 .65 .49 36 2 A572 Gr.50 29000 11154 .3 .65 .49 50 3 A992 29000 11154 .3 .65 .49 50 4 A500 Gr.42 29000 11154 .3 .65 .49 42 5 A500 Gr.46 29000 11154 .3 .65 .49 46 Member Section Deflections LC Member Label Sec X finl V rini zrini X Rotaterradi (n) L/v Ratio fn) L/z Ratio 1 1 Ml 1 0 0 0 0 NC NC 2 2 0 -.511 0 0 586.854 NC 3 3 0 -.717 0 0 418.133 NC 4 4 0 -.511 0 0 586.854 . NC 5 5 0 0 0 0 NC NC Joint Reactions (By Item) LC Joint Label xrki Yfkl zrki MX fk-ftl MY fk-ftl MZ rk-ft1 1 1 N1 0 7.25 0 LOCKED 0 0 2 1 N2 0 7.25 0 0 0 0 3 1 Totals: 0 14.5 0 4 1 COG (ft): X: 12.5 Y: 0 Z: 0 RISA-3D Version 7.0.2 [Y:\...\10013A Carlsbad Ranch Resort - Villa 53\Calcs\Bridge beam.rSd] Page 1 Company Nov 12, 2007 Designer 1:25 PM Job Number : Checked By: Load Combinations Description Solve P... SR... BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor 1 D+L Yes Y 1 1 2 1 2 1 Yes Y 2 1 Member AISC 13th ASD Steel Code Checks LC Member Shape UCMax Locrfti Shear UC Locrfti DirPnc/om fklPnt/om [kl Mnyy/om.. Mnzz/om. Cb Egn 1 1 Ml W14X26 .457 I 12.5 I .102 0 V I 14.88 I 230.24 I 13.822 I 99.248 I 1 IHI-Ib Member Section Forces LC Member Label Sec Axiallkl v Shearrkl z Shearrki Torouerk-ftl v-v Momentfk-.. Z-Z Momentrk-.. 1 1 M1 1 0 7.25 0 0 0 0 2 2 0 3.625 0 0 0 -33.984 3 3 0 0 0 0 0 -45.313 4 4 0 -3.625 0 0 0 -33.984 5 5 0 -7.25 0 0 0 0 Member Primary Data Label I Joint J Joint K Joint Rotate(deq) Section/Shape Type Design. Material Design Rules Ml N1 N2 HR1 Beam |Wide Fl...| A572 Gr.50 I Tvpical RISA-3D Version 7.0.2 [Y:\...\10013A Carlsbad Ranch Resort - Villa 53\Caics\Bridge beam.r3d] Page 2 7 O ©- ©BURKETT&WONG c 3 ^ CKirZIMCCDC SHEET <^ J DATE_LOjon ^ ENGINEERS FNGR f^SK JOB NO "V-g, STUCCO ' 10 HOC6 : L -- 7' a-- (HDp.A)(l') ^ (^Op.,-( ) (3') ;?20p(,-f DATE_i^i02 — - - ENGINEERS S""^- FNGR f^^^ JOB NO. PROJECT Vlu^S BURKETT&WDNG C ^ V\D(L5 ^ ^oo5|c^^' 43 f"Ac£ To FACE ~- H-PI2. 2. ^ iji^e. /OOC>"S)POO - C^'i? Ffi^c^ To F>^cr, Hoe 3 ^ Os^ 10005:^00-6H P'A^C*^ To ^.^ce EL. -.228k/ft Loads: LC 1, 1.4D Results for LC 2, 1.2D+1.6L Nov 1, 2007 at 11:21 AM Hdrl.rSd Company Designer Job Number c Nov 1, 2007 11;21 AM Checked By: Basic Load Cases BLC Description Category X Gravity Y Gravity Z Gravity Joint Point Distributed Area (Member) Surface (... 1 1 DL None -1 1 1 2 LL None -1 1 Joint Boundary Conditions Joint Label X [k/in] Y fk/in] Z fk/in] X Rot.fk-ft/rad] Y Rot.fk-ft/rad] Z Rot rk-ft/rad] Footing N1 Reaction Reaction Reaction Reaction Reaction N2 Reaction Reaction Reaction Member Cold Formed Steel Code Checks LC Member Shape UC Max Locfftl Shear U. Locfft] pir phi*Pnrk] phi*Tnfk] phi*Mny.. phi'Mnz.. Cb Cmyy Cmzz Egn HDR1 |600S162-33| .905 0 .951 0 ly I 2.017 110.2171 .249 \ 1.507 I 1 1 IC3.3.2.. Cold Formed Steel Design Parameters Label Shape Length.. Lbyyfft] Lbzzfft] Lcomp to... Lcomp bo.. Kyy Kzz Cm-yy Cm-zz Cb R ysway zsw/ay HDR1 I CF1A 8 1 8 Global Display Sections for Member Calcs 5 Max Internal Sections for Member Calcs 97 Include Shear Deformation Yes Include Warping Yes Area Load Mesh (in'^2) 144 Merge Tolerance (in) .12 P-Delta Analysis Tolerance 0.50% Vertical Axis Y Hot Rolled Steel Code AISC: ASD 9th Cold Formed Steel Code AISI 01: LRFD Wood Code NDS 91/97: ASD Wood Temperature < 100F Concrete Code ACI 2002 Number of Shear Regions 4 Region Spacing Increment (in) 4 Biaxial Column Method PCA Load Contour Parme Beta Factor (PCA) .65 Concrete Stress Block Rectangular Use Cracked Sections Yes Bad Framing Warnings No Unused Force Warnings Yes Joint Coordinates and Temperatures Label Xfftl Yfft] Zfftl Temp [F] Detach From Diap... 1 N1 0 0 0 0 2 N2 3 0 0 0 RISA-3D Version 7.0.2 [S:\...\...\10013A Carlsbad Ranch Resort - Villa 53\Calcs\HDR\Hdr1.r3d] Page 1 C ^) Company Nov 1,2007 Designer 11:21 AM Job Number : Checked By: Joint Reactions (By Combination) LC Joint Label Xfk] Yfk] Z[k] MX rk-ft] MY [k-ft] MZ [k-ft] 1 2 N1 0 .922 0 0 0 0 2 2 N2 0 .922 0 0 0 0 3 2 Totals: 0 1.845 0 4 2 COG (ft): X: 1.5 Y: 0 Z: 0 Load Combinations Description Solve PD... SR... BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor 1 1.4D Yes Y 1 1.4 2 1.2D+1.6L Yes Y 1 1.2 2 1.6 Member Point Loads Member Label Direction Magnitude[k.k-ft] Location[ft.%] No Data to Print Cold Formed Steel Properties Label E [ksi] G [ksi] Nu Therm (\1 E5 F) Density[k/ft*3] Yield[ksi] Ultimate[ksi] 1 A570 33 29500 11346 .3 .65 .49 33 52 2 A607 CI 55 29500 11346 .3 .65 .49 55 70 Member Primary Data Label 1 Joint J Joint K Joint Rotate(deg) Section/Shape Type Desian List Material Desian Rules 1 1 HDR1 1 N1 N2 1 1 CF1A Beam 1 None 1 A570 33 Typical Member Advanced Data Label I Release J Release I Offset[in] J Offset[in] T/C Only Physical TOM Inactive HDR1 BenPIN BenPIN Yes Member Section Deflections LC Member Label Sec x[ln] y [in] z[inl X Rotate[radl (n) L/y Ratio ir\) L/z Ratio 1 2 HDR1 1 0 0 0 0 NC NC 2 2 0 -.015 0 0 2384.865 NC 3 3 0 -.021 0 0 1699.216 NC 4 4 0 -.015 0 0 2384.865 NC 5 5 0 0 0 0 NC NC Member Section Forces LC Member Label Sec Axial[k] y Shear[k] z Shear[k] Torque[k-ft] y-y Moment[k-.. z-z Moment[k-.. 1 2 HDR1 1 0 .922 0 0 0 0 2 2 0 .461 0 0 0 -.519 3 3 0 0 0 0 0 -.692 4 4 0 -.461 0 0 0 -.519 5 5 0 -.922 0 0 0 0 RISA-3D Version 7.0.2 [S:\...\...\10013A Carlsbad Ranch Resort - Villa 53\Calcs\HDR\Hdr1.r3d] Page 2 Company Nov 1, 2007 Designer 11:21 AM Job Number : Checked By: Cold Formed Steel Section Sets Label Shape Type Design List Material Design Rules A[in2] lyy [in4] Izz [in41 J [in4] CF1A |600S162-33| Beam I None I A570 33 I Tvpical I .344 I .116 I 1.793 1.000137 RISA-3D Version 7.0.2 [S:\...\...\10013A Carlsbad Ranch Resort - Villa 53\Calcs\HDR\Hdr1.r3d] Page 3 EL. -.266k/ft Loads: LC 1, 1.2DL+1.6 LL Results for LCI, 1.2DL +1.6 LL Nov 1, 2007 at 11:27 AM HDRIA.rSd C. /2> Company Nov 1, 2007 Designer 11:27 AM Job Number: Checked Bv: Basic Load Cases BLC Description Category X Gravity Y Gravity Z Gravity Joint Point Distributed Area (Member) Surface (... 1 DL DL -1 1 2 LL LL -1 1 Joint Boundary Conditions Joint Label X [k/in] Y [k/in] Z [k/in] X Rot.[k-ft/rad] Y Rot.[k-ft/rad] Z Rot.[k-ft/rad] Footing 1 N1 Reaction Reaction Reaction Reaction Reaction 2 N2 Reaction Reaction Member Cold Formed Steel Code Checks LC Member Shape UC Max Loc[ft] Shear U.. Loc[ft] Dirohi'Pnfkl Dhi'Tnfkl Dhi'Mnv.. Dhi*Mnz... Cb Cmvv Cmzz Egn Mill HDR1A |800S162-43| .947 1 3.5 1 .594 0 yl 8.245 Tl 5.9491 .298 1.661 1 1 .6 1 .85 |C5.2.2..| Cold Formed Steel Design Parameters Label Shape Length.. Lbyy[ft] Lbzz[ft] Lcomp to... Lcomp bo.. Kyy Kzz Cm-yy Cm-zz Cb R ysway zsway 1 I HDR1A I CF1A Global Display Sections for Member Calcs 5 Max Internal Sections for Member Calcs 97 Include Shear Deformation Yes Include Warping Yes Area Load Mesh (in'^2) 144 Merge Tolerance (in) .12 P-Delta Analysis Tolerance 0.50% Vertical Axis Y Hot Rolled Steel Code AISC: ASD 9th Cold Formed Steel Code AISI 01: LRFD Wood Code NDS 91/97: ASD Wood Temperature < 100F Concrete Code ACI 2002 Number of Shear Regions 4 Region Spacing Increment (in) 4 Biaxial Column Method PCA Load Contour Parme Beta Factor (PCA) .65 Concrete Stress Block Rectangular Use Cracked Sections Yes Bad Framing Warnings No Unused Force Warnings Yes Joint Coordinates and Temperatures Label X[ft] Y[ft] Z[ftl Temp [F] Detach From Diap... 1 N1 0 0 0 0 2 N2 7 0 0 0 RISA-3D Version 7.0.2 [S:\...\...\10013A Cartsbad Ranch Resort - Villa 53\Calcs\HDR\HDR1A.r3d] Page 1 i Company Nov 1, 2007 Designer 11:27 AM Job Number : Checked Bv: Joint Reactions (By Combination) LC Joint Label X[k] Y[k] Z[k] MX [k-ft] MY [k-ft] MZ [k-ft] 1 1 N1 0 .949 0 0 0 0 2 1 N2 0 .949 0 0 0 0 3 1 Totals: 0 1.898 0 4 1 COG mi: X: 3.5 Y: 0 Z: 0 Load Combinations Description Solve PD... SR... BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor 1 1.2DL+1.6 LL Yes Y 1 1.2 2 1.6 1 2 1.4DL Yes 1 1.4 1 Member Point Loads Member Label Direction Magnitude[k.k-ft] Location[ft.%] No Data to Print Cold Formed Steel Properties Label E [ksi] G [ksi] Nu Therm (\1 E5 F) Density[k/ft'3] Yield[ksi] Ultimate[ksi] 1 A570 33 29500 11346 .3 .65 .49 33 52 2 A607 C1 55 29500 11346 .3 .65 1 .49 55 70 Member Primary Data Label I Joint J Joint K Joint Rotate(deg) Section/Shape Type Design List Material Design Rules HDR1A N1 N2 CF1A Beam CU A570 33 I Typical Member Advanced Data Label I Release J Release I 0ffset[in] JOffset[in] T/C Only ^ Physical TOM Inactive HDR1A Yes Member Section Deflections LC Member Label Sec X fin] y finl z[in] X Rotate[rad] (n) L/y Ratio (n) L/z Ratio 1 1 HDR1A 1 0 0 0 0 NC NC 2 2 0 -.076 0 0 1100.141 NC 3 3 0 -.107 0 0 783.85 NC 4 4 0 -.076 0 0 1100.141 NC 5 5 0 0 0 0 NC NC Member Section Forces LC Member Label Sec Axial[k] y Shearfk] z Shearfk] Torque [k-ft] y-y Moment[k-z-z Moment[k-. HDR1A .949 0 0 0 0 .474 -1.245 -1.661 .474 -1.245 .949 _0_ RISA-3D Version 7.0.2 [S:\...\...\10013A Carlsbad Ranch Resort - Villa 53\Calcs\HDR\HDR1A.r3d] Page 2 Company Nov 1, 2007 Designer 11:27 AM Job Number : Checked Bv: Cold Formed Steel Section Sets Label Shape Type Design List Material Design Rules A[in2] lyy [in4] Izz [in4] J [in4] CF1A 1800S162-43 I Beam CU A570_33 I Typical .537 .16 4.633 I .000364 RISA-3D Version 7.0.2 [S:\...\...\10013A Cartsbad Ranch Resort - Villa 53\Calcs\HDR\HDR1A.r3d] Page 3 EL. -.189k/ft N2 Loads: LC 1, 1.2DL+ 1.6 LL Results for LC 1, 1.2DL + 1.6 LL Nov 1, 2007 at 11:31 AM HDR2.r3d Company 1 Nov 1,2007 Designer 11:31 AM Job Number : Checked By: Basic Load Cases BLC Description Category X Gravity Y Gravity Z Gravity Joint Point Distributed Area (Member) Surface (... 1 DL DL -1 1 2 LL LL -1 1 Joint Boundary Conditions Joint Label X [k/in] Y [k/in] Z [k/in] X Rot.[k-ft/rad] Y Rot.[k-ft/rad] Z Rot.[k-ft/rad] Footing N1 Reaction Reaction Reaction Reaction Reaction N2 Reaction Reaction Member Cold Formed Steel Code Checks LC Member Shape UC Max Loc[ft] Shear U.. . Loc[ft] Dirohi'Pnfkl Dhi'Tnfkl Dhi'Mnv . Dhi*Mnz... Cb Cmvv Cmzz Ean 1 1 h 1 HDR1A |1000S200-...| .919 15.3331 .209 10.667 y 117.523131.1851 .69 3.081 1 1 1 .6 1 .85 |C5.2.2..i Cold Formed Steel Design Parameters Label Shape Length.. Lbyyfft] Lbzzfft] Lcomp to... Lcomp bo.. Kyy Kzz Cm-yy Cm-zz Cb y sway z sway 1 I HDR1A I CF1A 110.667 Global Display Sections for Member Calcs 5 Max Internal Sections for Member Calcs 97 Include Shear Deformation Yes Include Warping Yes Area Load Mesh (in'^2) 144 Merge Tolerance (in) .12 P-Delta Analysis Tolerance 0.50% Vertical Axis Y Hot Rolled Steel Code AISC: ASD 9th Cold Formed Steel Code AISI 01: LRFD Wood Code NDS 91/97: ASD Wood Temperature < 100F Concrete Code AC! 2002 Number of Shear Regions 4 Region Spacing Increment (in) 4 Biaxial Column Method PCA Load Contour Parme Beta Factor (PCA) .65 Concrete Stress Block Rectangular Use Cracked Sections Yes Bad Framing Warnings No Unused Force Warnings Yes Joint Coordinates and Temperatures Label X[ft] Y[ft] Z[ft] Temp [F] Detach From Diap... 1 N1 0 0 0 0 2 N2 10.6666 0 0 0 RISA-3D Version 7.0.2 [S:\...\...\10013A Carlsbad Ranch Resort - Villa 53\Calcs\HDR\HDR2.r3d] Page 1 Company Designer Job Number Nov 1, 2007 11:31 AM Checked By: Joint Reactions (Bv Combination) LC Joint Label X[k] Y[k] Z[k] MX [k-ft] MY [k-ft] MZ [k-ft] 1 1 N1 0 1.061 * * 0 0 0 0 2 1 N2 0 1.061 0 0 0 0 3 1 Totals: 0 2.123 0 4 1 COG (ftV X: 5.333 Y: 0 Z: 0 Load Combinations 1 1.2DL + 1.6... Yes Y 1 1.2 2 1.6 2 1.4 Yes Y 1 1.4 Member Point Loads Member Label Direction Magnitude[k.k-ft] Location[ft.%] No Data to Print. Cold Formed Steel Properties Label E [ksi] G [ksi] Nu Therm (\1E5 F) Density[k/ft"3] Yield[ksi] Ultimate[ksi] 1 A570 33 29500 11346 .3 .65 .49 33 52 2 A607 CI 55 29500 11346 .3 .65 .49 55 70 Member Primary Data Label 1 Joint J Joint K Joint Rotate(deq) Section/Shape Type Design List Material Design Rules 1 1 HDR1A N1 N2 1 1 CF1A Beam CU 1 A570 33 Typical Member Advanced Data Label I Release J Release I Offset[in] J Offset[in] T/C Only Physical TOM Inactive HDR1A Yes Member Section Deflections LC Member Label Sec X [in] Y fin] z[inl X Rotate[radl (n) L/y Ratio (n) L/z Ratio 1 1 HDR1A 1 0 0 0 0 NC NC 2 2 0 -.1 0 0 1279.492 NC 3 3 0 -.14 0 0 911.638 NC 4 4 0 -.1 0 0 1279.492 NC 5 5 0 0 0 0 NC NC Member Section Forces LC Member Label Sec Axialfkl v Shearfkl z Shearrkl Torouerk-ftl v-v Momentfk-.. Z-Z Momentfk-.. 1 1 HDR1A 1 0 1.061 0 0 0 0 2 2 0 .531 0 0 0 -2.123 3 3 0 0 0 0 0 -2.83 4 4 0 -.531 0 0 0 -2.123 5 5 0 -1.061 0 0 0 0 RISA-3D Version 7.0.2 [S:\...\...\10013A Carlsbad Ranch Resort - Villa 53\Calcs\HDR\HDR2.r3d] Page 2 c Company Nov 1, 2007 Designer 11:31 AM Job Number: Checked By: Cold Formed Steel Section Sets Label Shape Type Design List Material Design Rules A fin2] lyy [in4] Izz [in4] J [in4] CF1A |1000S200-68| Beam CU A570_33 I Typical I 1.05 .46 13.994 .002 RISA-3D Version 7.0.2 [S:\...\...\10013A Cartsbad Ranch Resort - Villa 53\Calcs\HDR\HDR2.r3d] Page 3 EL. .41k/ft N1 N2 Loads: LC 1, 1.2DL+ 1.6LL Results for LC 1, 1.2DL+ 1.6LL Nov 1, 2007 at 11:34 AM HDR3.r3d c 1 y Company Designer Job Number Nov 1, 2007 11:34 AM Checked By: Basic Load Cases BLC Description Category X Gravity Y Gravity Z Gravity Joint Point Distributed Area (Member) Surface (... 1 DL DL -1 1 1 2 LL LL -1 1 Joint Boundary Conditions Joint Label X [k/in] Y [k/in] Z [k/in] X Rot.[k-ft/rad] Y Rot.[k-ft/radl Z Rot.[k-ft/rad] Footing 1 N1 Reaction Reaction Reaction Reaction Reaction 2 N2 Reaction Reaction Member Cold Formed Steel Code Checks LC Member Shape UC Max Loc[ft] Shear U. Loc[ft] pirphi*Pn[k] phi*Tn[k] phi*Mny. phi*Mnz.. Cb Cmyy Cmzz Eqn 1 111 HDR3 |1000S200-...| .894 .662 y 112.843124.9181 .619 I 3.74 I 1 .85 IC5.2.2.. Cold Formed Steel Design Parameters Label Shape Length.. Lbyy[ft] Lbzzfft] Lcomp to... Lcomp bo.. Kyy Kzz Cm-yy Cm-zz Cb R yswayzsway HDR3 I CF1A 8 Global Display Sections for Member Calcs 5 Max Internal Sections for Member Calcs 97 Include Shear Deformation Yes Include Warping Yes Area Load Mesh (in'^2) 144 Merge Tolerance (in) .12 P-Delta Analysis Tolerance 0.50% Vertical Axis Y Hot Rolled Steel Code AISC: ASD 9th Cold Formed Steel Code AISI 01: LRFD Wood Code NDS 91/97: ASD Wood Temperature < 100F Concrete Code ACI 2002 Number of Shear Regions 4 Region Spacing Increment (in) 4 Biaxial Column Method PCA Load Contour Parme Beta Factor (PCA) .65 Concrete Stress Block Rectangular Use Cracked Sections Yes Bad Framing Warnings No Unused Force Warnings Yes Joint Coordinates and Temperatures Label X[ft] Y[ft] Z[ft] Temp [F] Detach From Diap... 1 N1 0 0 0 0 2 N2 8 0 0 0 RISA-3D Version 7.0.2 [S:\...\...\10013A Carlsbad Ranch Resort - Villa 53\Calcs\HDR\HDR3.r3d] Page 1 Company Nov 1,2007 Designer 11:34 AM Job Number : Checked By: Joint Reactions (By Combination) LC Joint Label X[k] Y[k] Z[k] MX [k-ft] MY [k-ft] MZ fk-ft] 1 1 N1 0 1.672 0 0 0 0 2 1 N2 0 1.672 0 0 0 0 3 1 Totals: 0 3.344 0 4 1 COG (ft): X: 4 Y: 0 Z: 0 Load Combinations 1 1.2DL + 1.6LL Yes Y 1 1.2 2 1.6 2 1.4DL Yes Y 1 1.4 Member Point Loads (BLC 1: DL) Member Label Direction Magnitudefk.k-ft] Locationtft.%] HDR3 0 0 Cold Formed Steel Properties Label E fksi] G fksi] Nu Therm (\1 E5 F) Density[k/ft''3] Yield[ksi] Ultimate[ksi] 1 A570 33 29500 11346 .3 .65 .49 33 52 2 A607 CI 55 29500 11346 .3 .65 .49 55 70 Member Primary Data Label 1 Joint J Joint K Joint Rotate(deq) Section/Shape Type Design List Material Design Rules \ 1 HDR3 1 N1 N2 1 1 CF1A Beam CU 1 A570 33 1 Typical 1 Member Advanced Data Label Release J Release I Offset[in] J 0ffset[in1 T/C Only Physical TOM Inactive HDR3 Yes Member Section Deflections LC Member Label Sec X [in] V fin] z[in] X Rotate[rad] (n) L/y Ratio (n) L/z Ratio 1 1 HDR3 1 0 0 0 0 NC NC 2 2 0 -.082 0 0 1163.666 NC 3 3 0 -.116 0 0 829.112 NC 4 4 0 -.082 0 0 1163.666 NC 5 5 0 0 0 0 NC NC Member Section Forces LC Member Label Sec Axial[k] y Shear[k] z Shear[k] Torque[k-ftl y-y Moment[k-.. z-z Moment[k-.. 1 1 HDR3 1 0 1.672 0 0 0 0 2 2 0 .836 0 0 0 -2.508 3 3 0 0 0 0 0 -3.344 4 4 0 -.836 0 0 0 -2.508 5 5 0 -1.672 0 0 0 0 RISA-3D Version 7.0.2 [S:\...\...\10013A Cartsbad Ranch Resort - Villa 53\Calcs\HDR\HDR3.r3d] Page 2 Company Nov 1,2007 Designer 11:34 AM Job Number : Checked By: Cold Formed Steel Section Sets Label Shape Type Design List Material Design Rules A [in2] lyy [in4] Izz fin4] J fin4] CF1A |1000S200-54| Beam CU A570 33 I Typical .839 .378 11.278 I.000896 RISA-3D Version 7.0.2 [S:\...\...\10013A Carlsbad Ranch Resort - Villa 53\Calcs\HDR\HDR3.r3d] Page 3 EL. -.154k/ft N1 N2 Loads: LC 1, 1.2DL + 1.6LL Results for LC 1, 1.2DL + 1.6LL Nov 1,2007 at 11:36 AM HDR4.r3d w j Company Nov 1,2007 Designer 11:36 AM Job Number : Checked Bv: Basic Load Cases BLC Description Category X Gravity Y Gravity Z Gravity Joint Point Distributed Area (Member) Surface (... 1 1 DL DL -1 1 1 2 1 LL LL -1 1 Joint Boundary Conditions Joint Label X fk/in] Y fk/in] Z fk/in] X Rot.fk-ft/rad] Y Rot.fk-ft/rad] Z Rot.fk-ft/rad] Footing 1 N1 Reaction Reaction Reaction Reaction Reaction 2 N2 Reaction Reaction Member Cold Formed Steel Code Checks LC Member Shape UCMax Locfft] Shear U.. . Locfft] DirDhi*Pnrk1 Dhi*TnrklDhi*Mny..Dhi*Mnz.. Cb Cmvv Cmzz Eon 1 1 h 1 HDR4 |600S162-54| .972 1 4 1 .153 0 V 110.995 116.5131 .347 1.311 1 1 .6 1 .85 |C5.2.2..[ Cold Formed Steel Design Parameters Label Shape Length.. Lbyyfft] Lbzzfft] Lcomp to... Lcomp bo.. Kyy Kzz Cm-yy Cm-zz Cb R yswayzsway 1 I HDR4 I CF1A 8 Global Display Sections for Member Calcs 5 Max Internal Sections for Member Calcs 97 Include Shear Deformation Yes Include Warping Yes Area Load Mesh (in'^2) 144 Merge Tolerance (in) .12 P-Delta Analysis Tolerance 0.50% Vertical Axis Y Hot Rolled Steel Code AISC: ASD 9th Cold Formed Steel Code AISI 01: LRFD Wood Code NDS 91/97: ASD Wood Temperature < 100F Concrete Code ACI 2002 Number of Shear Regions 4 Region Spacing Increment (in) 4 Biaxial Column Method PCA Load Contour Parme Beta Factor (PCA) .65 Concrete Stress Block Rectangular Use Cracked Sections Yes Bad Framing Warnings No Unused Force Warnings Yes Joint Coordinates and Temperatures Label X[ft] Y[ft] Z[ft] Temp [F] Detach From Diap... 1 N1 0 0 0 0 2 N2 8 0 0 0 RISA-3D Version 7.0.2 [S:\...\...\10013A Cartsbad Ranch Resort - Villa 53\Caics\HDR\HDR4.r3d] Page 1 r Company Nov 1, 2007 Designer 11:36 AM Job Number: Checked By: Joint Reactions (By Combination) LC Joint Label Xfk] Yfk] Zfk] MX fk-ft] MY fk-ft] MZ fk-ft] 1 1 N1 0 .637 0 0 0 0 2 1 N2 0 .637 0 0 0 0 3 1 Totals: 0 1.274 0 4 1 COG (ftV X:4 Y: 0 Z: 0 Load Combinations Description Solve PD... SR.. BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor 1 1.2DL + 1.6LL Yes Y 1 1.2 2 1.6 2 1.4DL Yes Y 1 1.4 Member Point Loads (BLC 1: DL) Member Label Direction Magnitudefk.k-ft] Locationfft.%] HDR4 0 Cold Formed Steel Properties Label E fksi] G fksi] Nu Therm (\1E5 F) Densityfk/ff^S] Yield[ksi] Ultimate[ksil 1 A570 33 29500 11346 .3 .65 .49 33 52 2 A607 CI 55 29500 11346 .3 .65 .49 55 70 Member Primary Data Label 1 Joint J Joint K Joint Rotate(deg) Section/Shape Type Design List Material Design Rules 1 1 HDR4 1 N1 N2 1 1 CF1A 1 Beam CU 1 A570 33 Typical Member Advanced Data Label I Release J Release I Offset[in] J Offset[in] T/C Only Physical TOM Inactive HDR4 Yes Member Section Deflections LC Member Label Sec X [in] y fin] zrin] X Rotatefrad] (n) L/y Ratio (n) L/z Ratio 1 1 HDR4 1 0 0 0 0 NC NC 2 2 0 -.124 0 0 774.325 NC 3 3 0 -.174 0 0 551.706 NC 4 4 0 -.124 0 0 774.325 NC 5 5 0 0 0 0 NC NC Member Section Forces LC Member Label Sec Axial[k] y Shear[k] z Shear[k] Torquefk-ft] y-y Momentfk-,z-z Momentfk-. HDR4 0 .637 _0_ 0 0 0 .319 .956 -1.274 -.319 .956 .637 RISA-3D Version 7.0.2 [S:\...\...\10013A Carlsbad Ranch Resort - Villa 53\Calcs\HDR\HDR4.r3d] Page 2 Company Nov 1,2007 Designer 11:36 AM Job Number: Checked By: Cold Formed Steel Section Sets Label Shape Type Design List Material Design Rules Afin2] lyy [in4] Izz [in4] J [in41 CF1A |600S162-54| Beam I CU I A570 33 I Typical I .556 I .18 I 2.86 1.000594 RISA-3D Version 7.0.2 [S:\...\...\10G13A Cartsbad Ranch Resort - Villa 53\Calcs\HDR\HDR4.r3d] Page 3 £L. Loads: LC 1, 1.2DL+ 1.6LL Results for LC 1, 1.2DL+ 1.6LL Nov 12, 2007 at 11:31 AM HDR6.r3d c Company Nov 12, 2007 Designer 11:33 AM Job Number: Checked By: Basic Load Cases BLC Description Category X Gravity Y Gravity Z Gravity Joint Point Distributed Area (Member) Surface (... 1 DL DL -1 2 2 LL LL -1 2 Joint Boundary Conditions Joint Label X [k/in] Y [k/in] Z [k/in] X Rot.[k-ft/rad] Y Rot.[k-ft/rad] Z Rot.[k-ft/rad] Footing N1 Reaction Reaction Reaction Reaction Reaction N2 Reaction Reaction Member Cold Formed Steel Code Checks LC Member Shape UC Max Loc[ft] Shear U.. . Loc[ft] Dir phi*Pn[k] phi*Tn[k] phi'Mny.. phi*Mnz.. Cb Cmyy Cmzz Eqn 1 1 HDR6 1200S250-... 1.517 4.703 .476 0 Y 12.572 52.836 1.435 9.121 1 .6 .85 C5.2.2.. 2 2 HDR6 1200S250-... .288 4.703 .090 0 Y 31.786 52.836 1.435 9.121 1 .6 .85 C5.2.2.. Cold Formed Steel Design Parameters Label Shape Length.. Lbyy[ft] Lbzz[ft] Lcomp to... Lcomp bo.. Kyy Kzz Cm-yy Cm-zz Cb R yswayzsway HDR6 I CF1A I 10.5 Global Display Sections for Member Calcs 5 Max Internal Sections for Member Calcs 97 Include Shear Deformation Yes Include Warping Yes Area Load Mesh (in'^2) 144 Merge Tolerance (in) .12 P-Delta Analysis Tolerance 0.50% Vertical Axis Y Hot Rolled Steel Code AISC: ASD 9th Cold Formed Steel Code AISI 01: LRFD Wood Code NDS 91/97: ASD Wood Temperature < 100F Concrete Code ACI2002 Number of Shear Regions 4 Region Spacing Increment (in) 4 Biaxial Column Method PCA Load Contour Parme Beta Factor (PCA) .65 Concrete Stress Block Rectangular Use Cracked Sections Yes Bad Framing Warnings No Unused Force Warnings Yes Joint Coordinates and Temperatures Label Xfft] Yfft] 2 [ft] Temp [F] Detach From Diap... 1 N1 0 0 0 0 2 N2 10.5 0 0 0 RISA-3D Version 7.0.2 [S:\...\...\10013A Carlsbad Ranch Resort - Villa 53\Calcs\HDR\HDR6.r3d] Page 1 Company Nov 12, 2007 Designer 11:33 AM Job Number : Checked By: Joint Deflections LC Joint Label X[in] Yfin] Zfin] X Rotation frad] Y Rotation [rad] Z Rotation [rad] 1 1 N1 0 0 0 0 0 -7.043e-3 2 1 N2 0 0 0 0 0 6.411e-3 3 2 N1 0 0 0 0 0 -1.336e-3 4 2 N2 0 0 0 0 0 1.22e-3 Joint Reactions LC Joint Label X[kl Yfk] Zfk] MX fk-ft] MY [k-ft] MZ [k-ft] 1 1 N1 0 5.887 0 0 0 0 2 1 N2 0 4.055 0 0 0 0 3 1 Totals: 0 9.942 0 4 1 COG (ft): X: 4.283 Y: 0 Z: 0 5 2 N1 0 1.114 0 0 0 0 6 2 N2 0 .777 0 0 0 0 7 2 Totals: 0 1.891 0 8 2 COG (ft): X: 4.313 Y: 0 Z: 0 Load Combinations 1 1.2DL + 1.6LL Yes Y 1 1.2 2 1.6 2 1.4DL Yes Y 1 1.4 Member Distributed Loads (BLC 1: DL) Member Label Direction Start Maqnitude[k/ft.d.. End Magnitudefk/ft.deg] Start Locationfft.%] End Locationfft.%] 1 HDR6 Y -.069 -.069 0 0 2 HDR6 Y -.094 -.094 0 6 Member Distributed Loads (BLC 2 :LL) Member Label Direction Start Magnitude[k/ft.d.. End Magnitudefk/ft.deg] Start Locationfft.%] End Locationfft.%] 1 HDR6 Y -.275 -.275 0 0 2 HDR6 Y -.375 -.375 0 6 Joint Loads and Enforced Displacements Joint Label L.D.M Direction Magnitudefk.k-ft in.rad k's''2/ft] No Data to Print, Member Point Loads Member Label Direction Magnitudefk.k-ft] Locationfft.%1 No Data to Print, Cold Formed Steel Properties Label E fksi] G fksi] Nu Therm (\1 E5 F) Densityfk/fr3] Yieldfksi] Ultimatefksi] 1 A570 33 29500 11346 .3 .65 .49 33 52 2 A607 CI 55 29500 11346 .3 .65 1 .49 55 70 RISA-3D Version 7.0.2 [S:\...\...\10013A Carlsbad Ranch Resort - Villa 53\Calcs\HDR\HDR6.r3d] Page 2 Company Designer Job Number c Nov 12,2007 11:33 AM Checked By:_ Member Primary Data Label I Joint J Joint K Joint Rotate(deg) Section/Shape Type Design List Material Design Rules HDR6 N1 N2 CF1A Beam CU A570 33 I Tvpical Member Advanced Data Label I Release J Release I Offsetfin] J Offsetfin] T/C Only Physical TOM Inactive HDR6 Yes Member Section Deflections LC Member Label Sec X fin] y [in] zfin] X Rotate[radl (n) L/y Ratio (n) L/z Ratio 1 1 HDR6 1 0 0 0 0 NC NC 2 2 0 -.195 0 0 646.45 NC 3 3 0 -.266 0 0 473.377 NC 4 4 0 -.183 0 0 687.171 NC 5 5 0 0 0 0 NC NC 6 2 HDR6 1 0 0 0 0 NC NC 7 2 0 -.037 0 0 3405.292 NC 8 3 0 -.051 0 0 2491.55 NC 9 4 0 -.035 0 0 3613.054 NC 10 5 0 0 0 0 NC NC Member Section Forces LC Member Label Sec Axial[k] y Shear[kl z Shear[kl Torque[k-ft] y-y Momentfk-.. z-z Momentfk-.. 1 1 HDR6 1 0 5.887 0 0 0 0 2 2 0 2.6 0 0 0 -11.14 3 3 0 -.687 0 0 0 -13.651 4 4 0 -2.638 0 0 0 -8.785 5 5 0 -4.055 0 0 0 0 6 2 HDR6 1 0 1.114 0 0 0 0 7 2 0 .494 0 0 0 -2.11 8 3 0 -.127 0 0 0 -2.592 9 4 0 -.501 0 0 0 -1.677 10 5 0 -.777 0 0 0 0 Cold Formed Steel Section Sets Label Shape Type Design List Material Design Rules A fin21 lyy fin41 Izz fin4] J fin41 CF1A |1200S250-97| Beam CU A570 33 I Tvpical I 1.779 I 1.121 34.016 .006 RISA-3D Version 7.0.2 [S:\...\...\10013A Cartsbad Ranch Resort - Villa 53\Calcs\HDR\HDR6.r3d] Page 3 c EL. -.406k/ft -2.8k m. ^^JliijlDMfl^ 'N1 'N2 Loads: LC 1, 1.2DL+1.6LL Results for LC 1, 1.2DL+1.6LL Nov 12, 2007 at 11:54 AM HDR7.r3d Company Nov 12,2007 Designer 11:54 AM Job Number: Checked By: 6as/c Load Cases BLC Description Category X Gravity Y Gravity Z Gravity Joint Point Distributed Area (Member) Surface (... 1 DL DL -1 1 1 2 LL LL -1 1 1 Joint Boundary Conditions Joint Label X fk/in] Y fk/in] Z fk/in] X Rot.fk-ft/rad] Y Rot.fk-ft/rad] Z Rot.fk-ft/rad] Footing 1 N1 Reaction Reaction Reaction Reaction Reaction 2 N2 Reaction Reaction Member Cold Formed Steel Code Checks LC Member Shape UC Max Locfft] Shear U.. .Locfft] Dir Pnfk] Tnfk] Mnyyfk-ft]Mnzzfk-ftl Cb Cmyy Cmzz Eqn 1 1 Ml HDR7 |800S162-54| 1.670 1 1.5 II.OO6 0 Iv 111.0771 22.11 .417 1 3.937 1 1 1 .6 1 .85 |C3.3.i..[ Cold Formed Steel Design Parameters Label Shape Length.. Lbyyfft] Lbzzfft] Lcomp to... Lcomp bo.. Kyy Kzz Cm-yy Cm-zz Cb R yswayzsway HDR7 I CF1A Global Display Sections for Member Calcs 5 Max Internal Sections for Member Calcs 97 Include Shear Deformation Yes Include Warping Yes Area Load Mesh (in'^2) 144 Merge Tolerance (in) .12 P-Delta Analysis Tolerance 0.50% Vertical Axis Y Hot Rolled Steel Code AISC: ASD 9th Cold Formed Steel Code AISI 99: ASD Wood Code NDS 91/97: ASD Wood Temperature < 100F Concrete Code ACI 2002 Number of Shear Regions 4 Region Spacing Increment (in) 4 Biaxial Column Method PCA Load Contour Parme Beta Factor (PCA) .65 Concrete Stress Block Rectangular Use Cracked Sections Yes Bad Framing Warnings No Unused Force Warnings Yes Joint Coordinates and Temperatures Label Xfft] Yfft] Zfftl Temp fF] Detach From Diap... 1 N1 0 0 0 0 2 N2 3 0 0 0 RISA-3D Version 7.0.2 [S;\...\...\10013A Carlsbad Ranch Resort - Villa 53\Calcs\HDR\HDR7.r3d] Page 1 3 J Company Designer Job Number Nov 12,2007 11:54 AM Checked By:_ Joint Deflections LC Joint Label Xfin] Yfin] Z[in] X Rotation [rad] Y Rotation [rad] Z Rotation frad] 1 1 N1 0 0 0 0 0 -1.735e-3 2 1 N2 0 0 0 0 0 1.735e-3 Joint Reactions LC Joint Label Xfk] Yfk] Z[k] MX [k-ft] MY [k-ft] MZ fk-ft] 1 1 N1 0 2.018 0 0 0 0 2 1 N2 0 2.018 0 0 0 0 3 1 Totals: 0 4.036 0 4 1 COG (ft): X: 1.5 Y: 0 Z: 0 Load Combinations 1 1.2DL+1.6LL Yes Y 1 1.2 2 1.6 2 DL+LL Yes 1 1 2 1 Member Distributed Loads (BLC 1: DL) Member Label Direction Start Maonitudefk/ft.d. End Magnitudefk/ft.deg] Start LocationffL%] End Locationfft.%1 HDR 7 Y .13 -.13 0 Member Distributed Loads (BLC 2 : LL) Member Label Direction Start Magnitudefk/ft.d. End Magnituderk/ft.deg] Start Locationfft.%1 End Locationfft.%1 HDR 7 Y .156 .156 Joint Loads and Enforced Displacements Joint Label L.D.M Direction Magnitudefk.k-ft in.rad k*s'^2/ft] No Data to Pnnt. Member Point Loads (BLC 1: DL) Member Label Direction Magnitudefk.k-ft] Locationfft.%1 HDR 7 Y .84 %50 Member Point Loads (BLC 2 : LL) Member Label Direction Magnitudefk.k-ft] Locationrft.%1 HDR 7 -1.12 %50 Cold Formed Steel Properties Label E fksi] G rksi] Nu Therm (\1 E5 F) Densitytk/ft'^31 Yieldrksi] Ultimaterksi] 1 A570 33 29500 11346 .3 .65 .49 33 52 2 A607 C1 55 29500 11346 .3 .65 .49 55 70 Member Primary Data Label 1 Joint J Joint K Joint Rotate(deg) Section/Shape Type Design List Material Design Rules 1 1 1 HDR 7 1 N1 N2 1 "1 CF1A Beam 1 CU 1 A570 33 Typical RISA-3D Version 7.0.2 [S:\...\...\10013A Cartsbad Ranch Resort - Villa 53\Calcs\HDR\HDR7.r3d] Page 2 Company Nov 12,2007 Designer 11:54 AM Job Number : Checked By: Member Advanced Data Label Release J Release I Offsetfin] J Offsetfin] T/C Only Physical TOM Inactive HDR 7 Yes Member Section Deflections LC Member Label Sec X fin] y fin] zfin] X Rotatefrad] (n) L/y Ratio (n) L/z Ratio 1 1 HDR 7 1 0 0 0 0 NC NC 2 2 0 -.014 0 0 2531.773 NC 3 3 0 -.021 0 0 1754.28 NC 4 4 0 -.014 0 0 2531.773 NC 5 5 0 0 0 0 NC NC Member Section Forces LC Member Label Sec Axialfk] y Shearfk] z Shearfk] Torque[k-ft] y-y Momentfk-.. z-z Momentfk-.. 1 1 HDR 7 1 0 2.018 0 0 0 0 2 2 0 1.709 0 0 0 -1.398 3 3 0 -1.4 0 0 0 -2.563 4 4 0 -1.709 0 0 0 -1.398 5 5 0 -2.018 0 0 0 0 Cold Formed Steel Section Sets Label Shape Type Design List Material Design Rules A fin2] lyy [in4] Izz rin41 J [in41 CF1A 1800S162-54 I Beam CU A570_33 I Typical .67 .194 5.736 I .000715 RISA-3D Version 7.0.2 [S:\...\...\10013ACarlsbad Ranch Resort-Villa 53\Calcs\HDR\HDR7.r3d] Page 3 -8.475k .Ik/ft Loads: LC 3, D+L+W Results for LC 1, 1.2D+1.6L Nov 12, 2007 at 1:07 PM 1st fir KingStuds_3fthdr.r3d C:3'S Company Nov 12, 2007 Designer 1:08 PM Job Number: Checked By: Basic Load Cases BLC Description Category X Gravity Y Gravity Z Gravity Joint Point Distributed Area (Member) Surface (... 1 DL DL -1 1 2 LL LL -1 1 3 Wind None 1 Joint Boundary Conditions Joint Label X [k/in] Y [k/in] Z [k/in] X Rot.[k-ft/rad] Y Rot.[k-ft/rad] Z Rot.[k-ft/rad] Footing N2 Reaction Reaction Reaction N1 Reaction Reaction Reaction Member Cold Formed Steel Code Checks LC Member Shape UC Max Loc[ft] Shear U.. . Loc[ft] Dir Pn[k] Tn[k] Mnyvlk-ftlMnzzrk-ftl Cb Cmyy Cmzz Eon 1 1 KingStud 1... 600S200-68 1.525 10 .000 0 Y 15.206 25.212 .771 3.759 1 .6 .6 C5.2.1.. 2 2 KingStud 1... 600S200-68 1.009 10 .000 0 Y 15.206 25.212 .771 3.759 1 .6 .6 C5.2.1.. 3 3 KingStud 1... 600S200-68 1.687 5 .113 0 Y 15.206 25.212 .771 3.759 1 .6 1 C5.2.1.. Cold Formed Steel Design Parameters Label Shape Length.. Lbyvrft] Lbzzrft] Lcomp to... Lcomp bo... Kyy Kzz Cm-yy Cm-zz Cb R yswayzsway 1 [KingStud CF1A I 10 1 1 Global Display Sections for Member Calcs 5 Max Internal Sections for Member Calcs 97 Include Shear Deformation Yes Include Warping Yes Area Load Mesh (in'^2) 144 Merge Tolerance (in) .12 P-Delta Analysis Tolerance 0.50% Vertical Axis Y Hot Rolled Steel Code AISC: ASD 9th Cold Formed Steel Code AISI 99: ASD Wood Code NDS 91/97: ASD Wood Temperature < 100F Concrete Code ACI 2002 Number of Shear Regions 4 Region Spacing Increment (in) 4 Biaxial Column Method PCA Load Contour Parme Beta Factor (PCA) .65 Concrete Stress Block Rectangular Use Cracked Sections Yes Bad Framing Warnings No Unused Force Warnings Yes Joint Coordinates and Temperatures Label X[ft] Y[ft] Zfftl Temp fF] Detach From Diap... 1 N1 0 10 0 0 2 N2 0 0 0 0 RISA-3D Version 7.0.2 [S:\...\...\...\Calcs\King StudsMst fir KingStuds_3fthdr.r3d] Page 10 Company Designer Job Number Nov 12, 2007 1:08 PM Checked By:_ Joint Deflections LC Joint Label Xfin] Yfin] Zfin] X Rotation [rad] Y Rotation [rad] Z Rotation [rad] 1 1 N1 0 -.068 0 0 0 0 2 1 N2 0 0 0 0 0 0 3 2 N1 0 -.045 0 0 0 0 4 2 N2 0 0 0 0 0 0 5 3 N1 0 -.045 0 0 0 0 6 3 N2 0 0 0 0 0 0 Joint Reactions LC Joint Label Xfk] Yfk] Z[k] MX [k-ft] MY [k-ft] MZ [k-ft] 1 1 N2 0 12.883 0 0 0 0 2 1 N1 0 0 0 0 0 0 3 1 Totals: 0 12.883 0 4 1 COG (ft): X: 0 Y: 9.972 Z: 0 5 2 N2 0 8.527 0 0 0 0 6 2 N1 0 0 0 0 0 0 7 2 Totals: 0 8.527 0 8 2 COG (ft): X: 0 Y: 9.97 Z: 0 9 3 N2 -.5 8.527 0 0 0 0 10 3 N1 -.5 0 0 0 0 0 11 3 Totals: -1 8.527 0 12 3 COG (ft): X: 0 Y: 9.97 Z: 0 Load Combinations 1 1.2D+1.6L Yes Y 1 1.2 2 1.6 2 D+L Yes Y 1 1 2 1 3 D+L+W Yes Y 1 1 2 1 3 1 Member Distributed Loads (BLC 3 : Wind) Member Label 1 I KingStud 1st FLR Direction Start Magnitude[k/ft.d. End Magnitude[k/ft.deg] Start Location[ft.%] End Locationfft.%1 X I .1 I 7i I 0 I 0 Joint Loads and Enforced Displacements (BLC 1 : DL) Joint Label L.D.M Direction Magnitudefk.k-ft in.rad k*s''2/ft] 1 N1 -1.875 Joint Loads and Enforced Displacements (BLC 2 : LL) Joint Label L.D.M Direction Magnitudefk.k-ft in.rad k''s''2/ft] 1 N1 Y -6.6 Member Point Loads Member Label Direction Magnitudefk.k-ft] Locationfft.%] No Data to Print, Cold Formed Steel Properties Label E fksi] G fksi] Nu Therm (\1 E5 F) Densityfk/ft''31 Yieldfksi] Ultimatefksi] A570 33 29500 11346 .65 .49 33 52 RISA-3D Version 7.0.2 [S:\...\...\...\Calcs\King Studs\1st fir KingStuds_3fthdr.r3d] Page 11 Company Nov 12, 2007 Designer 1:08 PM Job Number : Checked By: Cold Formed Steel Properties (Continued) Label E rksil G rksil Nu Therm (\1E5 F) Densityrk/ff^Sl Yieldrksil Ultimatefksil 1 2 1 A607 CI 55 1 29500 1 11346 1 .3 1 .65 1 .49 1 55 70 Member Primary Data Label 1 Joint J Joint K Joint Rotate(deg) Section/Shape Type Design List Material Design Rules 1 1 iKingStud IstFLRj N1 1 N2 1 1 CF1A IColumnI None 1 A570 33 1 Typical Member Advanced Data Label I Release J Release I Offsetfin] J Offsetfinf T/C Only Physical TOM Inactive 1 [KingStud 1st F.. BenPIN BenPIN Yes Member Section Deflections LC Member Label Sec X finl y fin] zfinf X Rotatefradl (n) L/y Ratio (n) L/z Ratio 1 1 KinaStud 1st FLR 1 .068 0 0 0 NC NC 2 2 .051 0 0 0 NC NC 3 3 .034 0 0 0 NC NC 4 4 .017 0 0 0 NC NC 5 5 0 0 0 0 NC NC 6 2 KinaStud 1st FLR 1 .045 0 0 0 NC NC 7 2 .034 0 0 0 NC NC 8 3 .023 0 0 0 NC NC 9 4 .011 0 0 0 NC NC 10 5 0 0 0 0 NC NC 11 3 KinqStud 1st FLR 1 .045 0 0 0 NC NC 12 2 .034 -.133 0 0 905.578 NC 13 3 .023 -.186 0 0 645.224 NC 14 4 .011 -.133 0 0 905.578 NC 15 5 0 0 0 0 NC NC Member Section Forces LC Member Label Sec Axialfk] y Shearfk] z Shearfk] Torquefk-ft] v-v Momentfk-.. z-z Momentfk-.. 1 1 KingStud 1st FLR 1 12.81 0 0 0 0 0 2 2 12.828 0 0 0 0 0 3 3 12.846 0 0 0 0 0 4 4 12.865 0 0 0 0 0 5 5 12.883 0 0 0 0 0 6 2 KinaStud 1st FLR 1 8.475 0 0 0 0 0 7 2 8.488 0 0 0 0 0 8 3 8.501 0 0 0 0 0 9 4 8.514 0 0 0 0 0 10 5 8.527 0 0 0 0 0 11 3 KinaStud 1st FLR 1 8.475 .5 0 0 0 0 12 2 8.488 .25 0 0 0 -.938 13 3 8.501 0 0 0 0 -1.25 14 4 8.514 -.25 0 0 0 -.938 15 5 8.527 -.5 0 0 0 0 Cold Formed Steel Section Sets Label Shape Type Design List Material Design Rules A fin2] lyy fin4] Izz fin41 J rin41 1 I CF1A 1600S200-68 [ Column I None I A570 33 I Tvpical .764 4.101 .001 RISA-3D Version 7.0.2 [S:\...\...\...\Calcs\King StudsMst fir KingStuds_3fthdr.r3d] Page 12 Loads: LC 3, D+L+W Results for LC 1, 1.2D+1.6L -5.525k .Ik/ft Nov 12, 2007 at 12:01 PM 3rd fir KingStuds_3fthdr.r3d Company Nov 12, 2007 Designer 12:01 PM Job Number: Checked By: Basic Load Cases BLC Description Category X Gravity Y Gravity Z Gravity Joint Point Distributed Area (Member) Surface (... 1 DL DL -1 1 2 LL LL -1 1 3 Wind None 1 Joint Boundary Conditions Joint Label X [k/in] Y [k/in] Z [k/in] X Rot.[k-ft/radl Y Rot.[k-ft/rad] Z Rot.[k-ft/rad] Footing 1 N2 Reaction Reaction Reaction 2 N1 Reaction Reaction Reaction Member Cold Formed Steel Code Checks LC Member Shaoe UCMax Locfftl Shear U... Locfftl Dir Pnfkl Tnfkl Mnvvrk-ftlMnzzrk-ftl Cb Cmyy Cmzz Eon 1 1 KingStud 2... 600S200-54 1.343 10 .000 0 Y 11.32 20.229 .633 3.043 1 .6 .6 |C5.2.1.. 2 2 KingStud 2... 6008200-54 .885 10 .000 0 y 11.32 20.229 .633 3.043 1 .6 .6 C5.2.1.. 3 3 KingStud 2... 600S200-54 1.688 5 .185 0 Y 11.32 20.229 .633 3.043 1 .6 1 |C5.2.1.. Cold Formed Steel Design Parameters Label Shape Length.. Lbyy[ftl Lbzz[ftl Lcomp to... Lcomp bo.. Kyy Kzz Cm-yy Cm-zz Cb R yswayzsway 1 [KingStud 2 .[ CF1A 10 1 1 Global Display Sections for Member Calcs 5 Max Internal Sections for Member Calcs 97 Include Shear Deformation Yes Include Warping Yes Area Load Mesh (in'^2) 144 Merge Tolerance (in) .12 P-Delta Analysis Tolerance 0.50% Vertical Axis Y Hot Rolled Steel Code AISC: ASD 9th Cold Formed Steel Code AISI 99: ASD Wood Code NDS 91/97: ASD Wood Temperature < 100F Concrete Code ACI 2002 Number of Shear Regions 4 Region Spacing Increment (in) 4 Biaxial Column Method PCA Load Contour Parme Beta Factor (PCA) .65 Concrete Stress Block Rectangular Use Cracked Sections Yes Bad Framing Warnings No Unused Force Warnings Yes Joint Coordinates and Temperatures Label Xfft] Yfft] Zfftl Temp fF] Detach From Diap... 1 N1 0 10 0 0 2 N2 0 0 0 0 RISA-3D Version 7.0.2 [S:\...\...\...\Calcs\King Studs\3rd fir KingStuds_3fthdr.r3d] Page 1 ^ CP Company Nov 12, 2007 Designer 12:01 PM Job Number: Checked By: Joint Deflections LC Joint Label Xfin] Yfin] Zfin] X Rotation [rad] Y Rotation [rad] Z Rotation [rad] 1 1 N1 0 -.056 0 0 0 0 2 1 N2 0 0 0 0 0 0 3 2 N1 0 -.037 0 0 0 0 4 2 N2 0 0 0 0 0 0 5 3 N1 0 -.037 0 0 0 0 6 3 N2 0 0 0 0 0 0 Joint Reactions LC Joint Label Xfk] Yfk] Z[k] MX [k-ft] MY [k-ft] MZ fk-ft] 1 1 N2 0 8.448 0 0 0 0 2 1 N1 0 0 0 0 0 0 3 1 Totals: 0 8.448 0 4 1 COG (ft): X: 0 Y: 9.965 Z: 0 5 2 N2 0 5.567 0 0 0 0 6 2 N1 0 0 0 0 0 0 7 2 Totals: 0 5.567 0 8 2 COG (ft): X: 0 Y: 9.963 Z: 0 9 3 N2 -.5 5.567 0 0 0 0 10 3 N1 -.5 0 0 0 0 0 11 3 Totals: -1 5.567 0 12 3 COG (ft): X: 0 Y: 9.963 Z: 0 Load Combinations 1 1.2D+1.6L Yes Y 1 1.2 2 1.6 2 D+L Yes Y 1 1 2 1 3 D+L+W Yes Y 1 1 2 1 3 1 Member Distributed Loads (BLC 3 : Wind) Member Label 1 I KinaStud 2nd FLR Direction Start Magnitudefk/ft.d. End Magnitudefk/ft.deg] Start Locationfft.%1 End Locationrft.%1 X I ".1 I .1 I 0 I 0 Joint Loads and Enforced Displacements (BLC 1: DL) Joint Label L.D.M Direction Magnitudefk.k-ft in.rad k*s'^2/ft] N1 Y -1.125 Joint Loads and Enforced Displacements (BLC 2 : LL) Joint Label L.D.M Direction Magnitudefk.k-ft in.rad k*s''2/ftl N1 -4.4 Member Point Loads Member Label Direction Magnitudefk.k-ft] Locationfft.%1 No Data to Print Cold Formed Steel Properties Label E fksi] G rksil Nu Therm (\1E5 F) Densityfk/fr31 Yieldfksil Ultimaterksi] A570 33 29500 11346 .65 .49 33 52 RISA-3D Version 7.0.2 [S:\...\...\...\Calcs\King Studs\3rd fir KingStuds_3fthdr.r3d] Page 2 Company Nov 12, 2007 Designer 12:01 PM Job Number : Checked By: Cold Formed Steel Properties (Continued) Label E rksil G rksil Nu Therm (\1 E5 F) Densityrk/ft^31 Yieldfksil Ultimatelksil A607 CI 55 29500 11346 .65 .49 55 70 Member Primary Data Label 1 [KingStud 2nd F...I N1 I Joint J Joint K Joint Rotate(deg) Section/Shape Type Design List Material Design Rules N2 CF1A IColumnI None I A570_33 I Typical Member Advanced Data Label [ Release J Release lOffsetrinl JOffsetfinl T/C Only Physical TOM Inactive 1 [KingStud 2nd...[ BenPIN BenPIN Yes Member Section Deflections 1 1 KinaStud 2nd FLR 1 .056 0 0 0 NC NC 2 2 .042 0 0 0 NC NC 3 3 .028 0 0 0 NC NC 4 4 .014 0 0 0 NC NC 5 5 0 0 0 0 NC NC 6 2 KinaStud 2nd FLR 1 .037 0 0 0 NC NC 7 2 .028 0 0 0 NC NC 8 3 .018 0 0 0 NC NC 9 4 .009 0 0 0 NC NC 10 5 0 0 0 0 NC NC 11 3 KinaStud 2nd FLR 1 .037 0 0 0 NC NC 12 2 .028 -.164 0 0 732.897 NC 13 3 .018 -.23 0 0 522.189 NC 14 4 .009 -.164 0 0 732.897 NC 15 5 0 0 0 0 NC NC Member Section Forces LC Member Label Sec Axialfk] y Shearfk] z Shearfk] Torquefk-ft] y-y Momentfk-z-z Momentfk- KinaStud 2nd FLR 8.39 0 0 0 0 0 8.405 8.419 8.434 8.448 KinaStud 2nd FLR 5.525 5.535 5.546 5.556 10 5.567 11 KinaStud 2nd FLR 5.525 12 5.535 .25 .938 13 5.546 -1.25 14 5.556 -.25 .938 15 5.567 -.5 Cold Formed Steel Section Sets Label Shape Type Design List Material Design Rules Afin2] lyy [in41 Izz [in41 J [in4] 1 I CF1A 1600S200-54 [ Column I None I A570 33 I Tvpical .613 .328 3.319 I .000655 RISA-3D Version 7.0.2 [S:\...\...\...\Calcs\King Studs\3rd fir KingStuds_3fthdr.r3d] Page 3 -2.825k .1k/ft Loads: LC 3, D+L+W Results for LC 1, 1.2D+1.6L Nov 12, 2007 at 1:19 PM 3rd fir KingStuds_3fthdr.r3d Company Nov 12, 2007 Designer 1:19 PM Job Number : Checked By: Basic Load Cases BLC Description Category X Gravity Y Gravity Z Gravity Joint Point Distributed Area (Mf>mh(?r) .Surface ( 1 DL DL -1 1 2 LL LL -1 1 3 Wind None 1 Joint Boundary Conditions Joint Label X [k/in] Y [k/in] Z [k/in] X Rot.[k-ftyrad] Y Rot.fk-fVrad] Z Rot.fk-ft/rad] Footing 1 N2 Reaction Reaction Reaction 2 N1 Reaction Reaction Reaction Member Cold Formed Steel Code Checks LC Member Shape UC Max Locfft] Shear U.. . Locfft] Dir Pnfk] Tnfk] Mnyyrk-ftlMnzzfk-ftl Cb Cmyy Cmzz Eon 1 1 KingStud 3... 600S162-43 1.241 10 .000 0 v 6.257 14.751 .335 2.119 1 .6 .6 C5.2.1.. 2 2 KingStud 3... 600S162-43 .821 10 .000 0 V 6.257 14.751 .335 2.119 1 .6 .6 C5.2.1.. 3 3 KingStud 3... 600S162-43 1.923 5 .368 0 Y 6.257 14.751 .335 2.119 1 .6 1 C5.2.1.. Cold Formed Steel Design Parameters Label Shape Length.. Lbyyfft] Lbzzfft] Lcomp to... Lcomp bo.. Kyy Kzz Cm-yy Cm-zz Cb R yswayzsway 1 [KingStud 3..[ CF1A 10 1 1 Global Display Sections for Member Calcs 5 Max Internal Sections for Member Calcs 97 Include Shear Deformation Yes Include Warping Yes Area Load Mesh (in'^2) 144 Merge Tolerance (in) .12 P-Delta Analysis Tolerance 0.50% Vertical Axis Y Hot Rolled Steel Code AISC: ASD 9th Cold Formed Steel Code AISI 99: ASD Wood Code NDS 91/97: ASD Wood Temperature < 100F Concrete Code ACI 2002 Number of Shear Regions 4 Region Spacing Increment (in) 4 Biaxial Column Method PCA Load Contour Parme Beta Factor (PCA) .65 Concrete Stress Block Rectangular Use Cracked Sections Yes Bad Framing Warnings No Unused Force Warnings Yes Joint Coordinates and Temperatures Label Xfft] Yfft] Z[ftl Temp [F] Detach From Diap... 1 N1 0 10 0 0 2 N2 0 0 0 0 RISA-3D Version 7.0.2 [S:\...\...\...\Calcs\King Studs\3rd fir KingStuds_3fthdr.r3d] Page 1 Company Nov 12,2007 Designer 1:19 PM Job Number: Checked By: Joint Deflections LC Joint Label X[inl Y[in] Z[in] X Rotation [rad] Y Rotation [rad] Z Rotation [rad] 1 1 N1 0 -.039 0 0 0 0 2 1 N2 0 0 0 0 0 0 3 2 N1 0 -.026 0 0 0 0 4 2 N2 0 0 0 0 0 0 5 3 N1 0 -.026 0 0 0 0 6 3 N2 0 0 0 0 0 0 Joint Reactions (By Combination) LC Joint Label X[k] Y[k] Z[k] MX [k-ft] MY [k-ft] MZ [k-ft] 1 1 N2 0 4.313 0 0 0 0 2 1 N1 0 0 0 0 0 0 3 1 Totals: 0 4.313 0 4 1 COG (ft): X: 0 Y: 9.951 Z: 0 5 2 N2 0 2.855 0 0 0 0 6 2 N1 0 0 0 0 0 0 7 2 Totals: 0 2.855 0 8 2 COG (ft): X: 0 Y: 9.947 Z: 0 9 3 N2 -.5 2.855 0 0 0 0 10 3 N1 -.5 0 0 0 0 0 11 3 Totals: -1 2.855 0 12 3 COG (ft): X: 0 Y: 9.947 Z: 0 Load Combinations 1 1.2D+1.6L Yes Y 1 1.2 2 1.6 2 D+L Yes Y 1 1 2 1 3 D+L+W Yes Y 1 1 2 1 3 1 Member Distributed Loads (BLC 3 : Wind) Member Label 1 I KinaStud 3rd FLR Direction Start Magnitudefk/ft.d. End Magnitudefk/ft.deg] Start Location[ft.%l End Location[ft.%l X I .1 I .1 I 0 I 0 Joint Loads and Enforced Displacements (BLC 1: DL) Joint Label L.D.M Direction Magnitude[k.k-ft in.rad k*s''2/ft] N1 -.625 Joint Loads and Enforced Displacements (BLC 2 : LL) Joint Label L.D.M Direction Magnitude[k.k-ft in.rad k*s'^2/ftl N1 -2.2 Member Point Loads Member Label Direction Magnitude[k.k-ft] Location[ft.%] No Data to Print Cold Formed Steel Properties Label E [ksi] G [ksi] Nu Therm (\1E5 F) Density[k/ft^3], Yield[ksi] Ultimate[ksi1 A570 33 29500 11346 .65 .49 33 52 RISA-3D Version 7.0.2 [S:\...\...\...\Calcs\King Studs\3rd fir KingStuds_3fthdr.r3d] Page 2 Company Nov 12, 2007 Designer 1:19 PM Job Number : Checked By: Cold Formed Steel Properties (Continued) Label E rksil G rksil Nu Therm (\1E5 F) Densityrk/ft''31 Yieldrksil Ultimaterksil A607 C1 55 29500 11346 .65 .49 55 70 Member Primary Data Label I Joint J Joint K Joint Rotate(deg) Section/Shape Type Design List Material Design Rules 1 [KingStud 3rd F.. N1 N2 CF1A IColumnI None I A570_33 I Typical Member Advanced Data Label I Release J Release 10ffset[in] J Offset[in] T/C Only Physical TOM Inactive 1 [KingStud 3rd F..[ BenPIN BenPIN Yes Member Section Deflections LC Member Label Sec X [in] y [in] zfin] X Rotate[rad] (n) L/y Ratio (n) L/z Ratio 1 1 KingStud 3rd FLR 1 .039 0 0 0 NC NC 2 2 .029 0 0 0 NC NC 3 3 .02 0 0 0 NC NC 4 4 .01 0 0 0 NC NC 5 5 0 0 0 0 NC NC 6 2 KinaStud 3rd FLR 1 .026 0 0 0 NC NC 7 2 .019 0 0 0 NC NC 8 3 .013 0 0 0 NC NC 9 4 .006 0 0 0 NC NC 10 5 0 0 0 0 NC NC 11 3 KingStud 3rd FLR 1 .026 0 0 0 NC NC 12 2 .019 -.235 0 0 511.416 NC 13 3 .013 -.329 0 0 364.384 NC 14 4 .006 -.235 0 0 511.416 NC 15 5 0 0 0 0 NC NC Member Section Forces (By Combination) LC Member Label Sec Axial[kl y Shearfk] z Shearfk] Torquefk-ft] y-y Momentfk-z-z Momentfk- KinaStud 3rd FLR 4.27 0 0 0 4.281 4.291 4.302 4.313 KinaStud 3rd FLR 2.825 2.833 2.84 2.848 10 2.855 11 KinaStud 3rd FLR 2.825 12 2.833 .25 -.938 13 2.84 -1.25 14 2.848 •.25 -.938 15 2.855 Cold Formed Steel Section Sets Label Shape Type Design List Material Design Rules A fin21 lyy fin41 Izz fin4] J fin4] CF1A I600S162-43I Column None A570 33 I Typical .447 .148 2.316 I .000303 RISA-3D Version 7.0.2 [S:\...\...\...\Calcs\King Studs\3rd fir KingStuds_3fthdr.r3d] Page 3 DATE. ^ BURKETT&WONG ENGR_ PROJECT y ENGINEERS SHEET_ JOB NO_ -/3.S A /.-/ ' /7, ^/^ P)ooF , ^ ^ /"^l ^ DATE_ \0 I' on ij^ BURKETT&WONG ENGR_ /^SlC PROJECT ENGINEERS SHEET_ JOB NO_ 51^ <rTi C"^^ tO- ^s-V Ol^'- /(^3 FL(^ DL ^ P50 ^L4- l-L-- (^L|Lj ptj- OL-- 1^5 pLf (looF -'^lO-'> \.^"l'i , # BURKETT&WONG ENGINEERS SHEET ENGR_ JOB NO_ u3- 5 ps-^ LL laG*? ^^i-' Has /Iio^c/'^T Sec-no ROOF to DL'- /OH P^^^ LL-- ;2 2S (?Jr 0^ GOOSlCs^i- PM"O.C, . ?LO - o ,00/ " H'S OL. - 1? p-b*V OA t^e^*j (LooV^ HACVL^ 1^ -2.376k .024k/f1 =1 I a; •3 m m m. N1 Loads: LC 1, D+.75L+.75W Results for LC 1, D+.75L+.75W Nov 1,2007 at 1:25 PM 1st ext line 4.r3d Company Designer Job Number Nov 1, 2007 1:26 PM Checked By: Basic Load Cases BLC DescriDtion Cateaorv X Gravity Y Gravitv Z Gravitv Joint Point Distributed Area (Member) Surface (... 1 DL DL 1 2 WIND None 1 3 LL None 1 Joint Boundary Conditions Joint Label X fk/in] Y fk/in] Z fk/in] X Rot.fk-ft/rad] Y Rot.fk-ft/rad] Z Rot.fk-ft/rad] Footing N2 Reaction Reaction Reaction N1 Reaction Reaction Reaction Member Cold Formed Steel Code Checks LC Member Shape UC Max Locfft] Shear U.. . Locfft] Dir Pnfk] Tnfk] Mnvvfk-ftlMnzzfk-ftl Cb Cmyv Cmzz Eqn 1 1 1ST FL LIN.. 600S162-43 .758 5 .085 10 Y 7.183 24.585 .559 3.148 1 .6 1 C5.2.1.. 2 2 1ST FL LIN.. 600S162-43 .731 0 .000 0 Y 7.183 24.585 .559 3.148 1 .6 .6 C5.2.1.. Cold Formed Steel Design Parameters Label Shape Length.. Lbyyfft] Lbzzfft] Lcomp to... Lcomp be. Kyy Kzz Cm-yy Cm-zz Cb R yswayzsway 1 |1STFLLI...[ CF1A 10 1 1 Global Display Sections for Member Calcs 5 Max Internal Sections for Member Calcs 97 Include Shear Deformation Yes Include Warping Yes Area Load Mesh (in'^2) 144 Merge Tolerance (in) .12 P-Delta Analysis Tolerance 0.50% Vertical Axis Y Hot Rolled Steel Code AISC: ASD 9th Cold Formed Steel Code AISI 01: ASD Wood Code NDS 91/97: ASD Wood Temperature < 100F Concrete Code ACI 2002 Number of Shear Regions 4 Region Spacing Increment (in) 4 Biaxial Column Method PCA Load Contour Parme Beta Factor (PCA) .65 Concrete Stress Block Rectangular Use Cracked Sections Yes Bad Framing Warnings No Unused Force Warnings Yes Joint Coordinates and Temperatures Label Xfft] Yfft] Zfft] Temp fF] Detach From Diap... 1 N1 0 10 0 0 2 N2 0 0 0 0 RISA-3D Version 7.0.2 [S:\...\...\...\Calcs\Bearing WallsMst extjine 4.r3d] Page 1 Company Designer Job Number 01 Nov 1, 2007 1:26 PM Checked By: Joint Reactions (By Combination) LC Joint Label Xfk] Yfk] Zfk] MX fk-ft] MY fk-ft] MZ fk-ft] 1 1 N2 -.12 2.376 0 0 0 0 2 1 N1 -.12 0 0 0 0 0 3 1 Totals: -.24 2.376 0 4 1 COG (ft): X: 0 Y: 10 Z: 0 5 2 N2 0 2.918 0 0 0 0 6 2 N1 0 0 0 0 0 0 7 2 Totals: 0 2.918 0 8 2 COG (ft): X: 0 Y: 10 Z: 0 Load Combinations 1 D+.75L+.75W Yes Y 1 1 2 .75 3 .75 2 D+L Yes 1 1 3 1 Member Distributed Loads (BLC 2 : WIND) Member Label Direction Start Magnitudefk/ft.d. End Magnitudefk/ft.deg] Start Locationfft.%] End LocationffL%] 1ST FL LINE 4 X .032 .032 0 0 Member Point Loads Member Label Direction Magnitudefk.k-ft] Locationfft.%] No Data to Print Cold Formed Steel Properties Label E fksi] G fksi] Nu Therm (\1E5 F) Densityfk/ff^S] Yieldfksi] Ultimatefksi] 1 A570 33 29500 11346 .3 .65 .49 33 52 2 A607 CI 55 29500 11346 .3 .65 .49 55 70 Member Primary Data Label I Joint J Joint K Joint Rotatefdeq) Section/Shape Type Design List Material Design Rules 1ST FL LINE 4 N1 N2 CF1A IColumnI None [A607_ci_55[ Typical Member Advanced Data Label Release J Release I Offsetfin] J Offsetfin] T/C Only Physical TOM Inactive 1 [1STFLLINE4[ BenPIN BenPIN Yes Member Section Deflections LC Member Label Sec X fin] yfin] zfin] X Rotatefrad] fn) L/v Ratio (n) L/z Ratio 1 1 1ST FL LINE 4 1 .022 0 0 0 NC NC 2 2 .016 -.056 0 0 2130.901 NC 3 3 .011 -.079 0 0 1518.267 NC 4 4 .005 -.056 0 0 2130.901 NC 5 5 0 0 0 0 NC NC 6 2 1ST FL LINE 4 1 .027 0 0 0 NC NC 7 2 .02 0 0 0 NC NC 8 3 .013 0 0 0 NC NC 9 4 .007 0 0 0 NC NC RISA-3D Version 7.0.2 [S:\...\...\...\Calcs\Beanng Walls\1st extjine 4.r3d] Page 2 Company Designer Job Number Nov 1,2007 1:26 PM Checked By: Member Section Deflections (Continued) LC Member Label Sec X finl V finl zfini X Rotatefradl (n) L/y Ratio (n) Uz Ratio 10 0 0 NC NC Member Section Forces LC Member Label Sec Axialfk] y Shearfk] z Shearfk] Torquefk-ft] y-y Momentfk-.. z-z Momentfk- 1STFL LINE 4 2.376 .12 _0_ 0 0 0 2.376 .06 -.225 2.376 -.3 2.376 .06 •225 2.376 .12 1STFL LINE 4 2.918 2.918 2.918 2.918 10 2.918 Cold Formed Steel Section Sets Label Shape Type Design List Material Design Rules A tin2] lyy fin4] Izz fin4] J fin4] 1 I CF1A |600Si62-43[ Column I None |A607_ci_55| Tvpical .447 .148 2.316 I .000303 RISA-3D Version 7.0.2 [S:\...\...\...\Calcs\Bearing WallsMst extjine 4.r3d] Page 3 -1.466k .026k/ft 3 11$ Ig N1 ^2 Loads: LC 1, D+.75L+.75W Results for LC 1, D+.75L+.75W Nov 1, 2007 at 1:38 PM 2nd ext line 4.r3d Company Designer Job Number o Nov 1, 2007 1:38 PM Checked By: Basic Load Cases BLC DescriDtion Category X Gravity Y Gravitv Z Gravity Joint Point Distributed Area (Member) Surface (... 1 DL DL 1 2 WIND None 1 3 LL None 1 Joint Boundary Conditions Joint Label X fk/in] Y fk/in] Z fk/in] X Rot.fk-ft/rad] Y Rot.fk-ft/rad] Z Rot.fk-ft/rad] Footing N2 Reaction Reaction Reaction N1 Reaction Reaction Reaction Member Cold Formed Steel Code Checks LC Member Shape UC Max Locfft] Shear U.. . Locfft] Dir Pnfk] Tnfk] Mnvyfk-ftlMnzzfk-ftl Cb Cmyy Cmzz Eqn 1 1 2nd FL LIN.. 600S162-33 .777 5 .205 0 v 5.14 18.92 .423 2.106 1 .6 1 C5.2.1.. 2 1 2 2nd FL LIN... 600S162-33 .626 0 .000 0 V 5.14 18.92 .423 2.106 1 .6 .6 C5.2.1.. Cold Formed Steel Design Parameters Label Shape Length.. Lbyyfft] Lbzzfft] Lcomp to... Lcomp bo.. Kyy Kzz Cm-yy Cm-zz Cb R yswayzsway 1 [2ndFLLI... [ CF1A 10 1 1 Global Display Sections for Member Calcs 5 Max Internal Sections for Member Calcs 97 Include Shear Deformation Yes Include Warping Yes Area Load Mesh (in'^2) 144 Merge Tolerance (in) .12 P-Delta Analysis Tolerance 0.50% Vertical Axis Y Hot Rolled Steel Code AISC: ASD 9th Cold Formed Steel Code AISI 01: ASD Wood Code NDS 91/97: ASD Wood Temperature < 100F Concrete Code ACI 2002 Number of Shear Regions 4 Region Spacing Increment (in) 4 Biaxial Column Method PCA Load Contour Parme Beta Factor (PCA) .65 Concrete Stress Block Rectangular Use Cracked Sections Yes Bad Framing Warnings No Unused Force Warnings Yes Joint Coordinates and Temperatures Label Xfft] Y fft] Z fft] Temp fF] Detach From Diap... 1 N1 0 10 0 0 2 N2 0 0 1 0 0 RISA-3D Version 7.0.2 [S:\ \ \ \Calcs\Bearing Walls\2nd ext line 4.r3d] Page 1 Company Nov 1,2007 Designer 1:38 PM Job Number: Checked By: Joint Reactions (By Combination) LC Joint Label Xfk] Yfk] Zfkl MX fk-ft] MY fk-ft] MZ fk-ft] 1 1 N2 -.131 1.466 0 0 0 0 2 1 N1 -.131 0 0 0 0 0 3 1 Totals: -.261 1.466 0 4 1 COG (ft): X: 0 Y: 10 Z: 0 5 2 N2 0 1.788 0 0 0 0 6 2 N1 0 0 0 0 0 0 7 2 Totals: 0 1.788 0 8 2 COG (ft): X: 0 Y: 10 Z: 0 Load Combinations 1 D+.75L+.75W Yes Y 1 1 2 .75 3 .75 2 D+L Yes Y 1 1 3 1 Member Distributed Loads (BLC 2 : WIND) Member Label Direction Start Magnitudefk/ft.d. End Magnitudefk/ft.deg] Start Locationfft.%] End Locationfft.%] 2nd FL LINE 4 .035 .035 0 0 Member Point Loads Member Label Direction Magnitudefk.k-ft] Locationfft%] No Data to Print. Cold Formed Steel Properties Label E fksi] G fksi] Nu Therm (\1E5 F) Densityfk/ft''3] Yieldfksi] Ultimatefksi] A570 33 29500 11346 .65 .49 33 52 A607 CI 55 29500 11346 .65 .49 55 70 Member Primary Data Label 1 Joint J Joint K Joint Rotate(deq) Section/Shape Type Design List Material Design Rules 1 1 I 2nd FL LINE 4 [ N1 N2 1 1 CF1A Column! None [A607_C1_55[ Typical 1 Member Advanced Data Label I Release J Release Offsetfin] J Offsetfin] T/C Only Physical TOM Inactive 1 [2ndFLLINE4 BenPIN BenPIN Yes Member Section Deflections LC Member Label Sec X fin] yfin] zfin] X Rotatefrad] (n) L/y Ratio (n) L/z Ratio 1 1 2nd FL LINE 4 1 .017 0 0 0 NC NC 2 2 .013 -.079 0 0 1516.965 NC 3 3 .009 -.111 0 0 1080.838 NC 4 4 .004 -.079 0 0 1516.965 NC 5 5 0 0 0 0 NC NC 6 2 2nd FL LINE 4 1 .021 0 0 0 NC NC 7 2 .016 0 0 0 NC NC 8 3 .011 0 0 0 NC NC 9 4 .005 0 0 0 NC NC RISA-3D Version 7.0.2 [S:\...\...\...\Calcs\Bearing Walls\2nd extjine 4.r3d] Page 2 Company Nov 1,2007 Designer 1:38 PM Job Number : Checked By: Member Section Deflections (Continued) LC Member Label Sec X fin1 yfin] zfin] X Rotatefradl (n) L/v Ratio (n) L/z Ratio 10 0 0 NC NC Member Section Forces LC Member Label Sec Axialfk] y Shearfk] z Shearfk] Torquefk-ft] y-y Momentfk-.. z-z Momentfk-.. 1 1 2nd FL LINE 4 1 1.466 .131 0 0 0 0 2 2 1.466 .065 0 0 0 -.245 3 3 1.466 0 0 0 0 -.326 4 4 1.466 -.065 0 0 0 -.245 5 5 1.466 -.131 0 0 0 0 6 2 2nd FL LINE 4 1 1.788 0 0 0 0 0 7 2 1.788 0 0 0 0 0 8 3 1.788 0 0 0 0 0 9 4 1.788 0 0 0 0 0 10 5 1.788 0 0 0 0 0 Cold Formed Steel Section Sets Label Shape Type Design List Material Design Rules A fin2] lyy tin4] Izz fin4] J tin4] 1 I CF1A [600Si62-33[ Column I None |A607_C1_55[ Tvpical I .344 .116 1.793 I .000137 RISA-3D Version 7.0.2 [S:\...\...\...\Calcs\Bearing Walls\2nd extjine 4.r3d] Page 3 -.556k .028k/f N1 3 3 '•m irf .028k/fti Loads: LC 1, D+.75L+.75W Results for LC 1, D+.75L+.75W 0^^ Nov 1, 2007 at 1:42 PM Roof ext Iine4.r3d Company Designer Job Number Nov 1, 2007 1:42 PM Checked By: Joint Reactions (By Combination) LC Joint Label Xfk] Yfkl Zfk] MX fk-ft] MY fk-ft] MZ fk-ft] 1 1 N2 -.142 .556 0 0 0 0 2 1 N1 -.142 0 0 0 0 0 3 1 Totals: -.284 .556 0 4 1 COG (ft): X: 0 Y: 10 Z: 0 5 2 N2 0 .658 0 0 0 0 6 2 N1 0 0 0 0 0 0 7 2 Totals: 0 .658 0 8 2 COG (ft): X: 0 Y: 10 Z: 0 Load Combinations Description Solve PD... SR.. BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor 1 D+.75L+.75W Yes Y 1 1 2 .75 3 .75 2 D+L Yes Y 1 1 3 1 Member Distributed Loads (BLC 2 : WIND) Member Label Direction Start Magnitudefk/ft.d. End Magnitudefk/ft.deg] Start LocationtfL%] End LocationffL%] Roof LINE 4 X .038 .038 0 Member Point Loads Member Label Direction Magnitudefk.k-ft] Locationfft.%] No Data to Print, Cold Formed Steel Properties Label E fksi] G fksi] Nu Therm (\1 E5 F) Densityfk/ff^S] Yieldfksi] Ultimatefksi] 1 A570 33 29500 11346 .3 .65 .49 33 52 2 A607 CI 55 29500 11346 .3 .65 .49 55 70 Member Primary Data Label 1 Joint J Joint K Joint Rotate(deg) Section/Shape Type Design List Material Desian Rules 1 1 1 Roof LINE 4 1 N1 N2 1 1 CF1A Column! None |A607_ci_55[ Typical 1 Member Advanced Data Label I Release J Release I Offsetfin] J Offsetfin] TIC Only Physical TOM Inactive 1 I Roof LINE 4 I BenPIN BenPIN Yes Member Section Deflections LC Member Label Sec x fin] y [in] zfin] X Rotatefrad] (n) L/y Ratio (n) Uz Ratio 1 1 Roof LINE 4 1 .007 0 0 0 NC NC 2 2 .005 -.086 0 0 1392.725 NC 3 3 .003 -.121 0 0 992.432 NC 4 4 .002 -.086 0 0 1393.048 NC 5 5 0 0 0 0 NC NC 6 2 Roof LINE 4 1 .008 0 0 0 NC NC 7 2 .006 0 0 0 NC NC 8 3 .004 0 0 0 NC NC 9 4 .002 0 0 0 NC NC RISA-3D Version 7.0.2 [S:\...\...\...\Calcs\Bearing Walls\Roof extjine 4.r3d] Page 2 • '• •-Company Nov 1,2007 Designer 1:42 PM Job Number : Checked By: Member Section Deflections (Continued) LC Member Label Sec xfin] vfinl zfin] X Rotatefradl (r\) L/y Ratio (n) L/z Ratio 10 0 NC NC Member Section Forces LC Member Label Sec Axialfk] y Shearfk] z Shearfk] Torquefk-ft] y-y Momentfk-. z-z Momentfk- Roof LINE 4 .556 .142 0 0 0 .556 .071 •.267 .556 -.355 .556 -.071 -.266 .556 .142 Roof LINE 4 .658 .658 .658 .658 10 .658 Cold Formed Steel Section Sets Label Shape Type Design List Material Design Rules A fin2] lyy fin4] Izz fin4] J fin4] 1 I CF1A 16008162-33 [ Column I None |A607_ci_55[ Typical .344 .116 1.793 I .000137 RISA-3D Version 7.0.2 [S:\...\...\...\Calcs\Bearing Walls\Roof extjine 4.r3d] Page 3 Ia.. -2.164k .025k/ft Loads: LC 1, D+.75L+.75W Results for LC 1, D+.75L+.75W .3 1 m N1 Nov 1, 2007 at 1:45 PM 1st fir stud bearing extjine A.r3d Company Designer Job Number Nov 1,2007 1:45 PM Checked By: Basic Load Cases BLC DescriDtion Cateaorv X Gravitv Y Gravitv Z Gravitv Joint Point Distributed Area (Member) Surface (... 1 DL DL 1 2 WIND None 1 3 LL None 1 Joint Boundary Conditions Joint Label X fk/in] Y fk/in] Z fk/in] X Rot.fk-ft/rad] Y Rot.fk-ft/rad] Z Rot.fk-ft/rad] Footina 1 N2 Reaction Reaction Reaction 2 N1 Reaction Reaction Reaction Member Cold Formed Steel Code Checks LC Member Shaoe UCMax Locfftl Shear U... Locfftl Dir Pnfkl Tnfkl Mnvyfk-ftlMnzzfk-ftl Cb Cmyy Cmzz Ean 1 1 1st FL Line A 600S162-43 .710 5 .087 10 Y 7.183 24.585 .559 3.148 1 .6 1 jC5.2.1.. 2 2 1st FL Line A 600S162-43 .642 0 .000 0 Y 7.183 24.585 .559 3.148 1 .6 .6 |C5.2.1.. Cold Formed Steel Design Parameters Label Shape Length.. Lbyyfft] Lbzzfft] Lcomp to... Lcomp bo.. Kyy Kzz Cm-yy Cm-zz Cb R yswayzsway 1 [1stFLLin...[ CF1A 10 1 1 Global Display Sections for Member Calcs 5 Max Internal Sections for Member Calcs 97 Include Shear Deformation Yes Include Warping Yes Area Load Mesh (in'^2) 144 Merge Tolerance (in) .12 P-Delta Analysis Tolerance 0.50% Vertical Axis Y Hot Rolled Steel Code AISC: ASD 9th Cold Formed Steel Code AISI 01: ASD Wood Code NDS 91/97: ASD Wood Temperature < 100F Concrete Code ACI 2002 Number of Shear Regions 4 Region Spacing Increment (in) 4 Biaxial Column Method PCA Load Contour Parme Beta Factor (PCA) .65 Concrete Stress Block Rectangular Use Cracked Sections Yes Bad Framing Warnings No Unused Force Warnings Yes Joint Coordinates and Temperatures Label Xfft] Yfft] Zfft] Temp fF] Detach From Diap... 1 N1 0 10 0 0 2 N2 0 0 0 0 RISA-3D Version 7.0.2 [S:\...\...\...\Calcs\Bearing WallsMst fir stud bearing extjine A.r3d] Page 1 Company Designer Job Number Nov 1, 2007 1:45 PM Checked By: Joint Reactions (By Combination) LC Joint Label Xfk] Yfk] Zfk] MX fk-ft] MY fk-ft] MZ fk-ft] 1 1 N2 -.124 2.164 0 0 0 0 2 1 N1 -.124 0 0 0 0 0 3 1 Totals: -.248 2.164 0 4 1 COG (ft): X: 0 Y: 10 Z: 0 5 2 N2 0 2.56 0 0 0 0 6 2 N1 0 0 0 0 0 0 7 2 Totals: 0 2.56 0 8 2 COG (ft): X: 0 Y: 10 Z: 0 Load Combinations 1 D+.75L+.75W Yes Y 1 1 2 .75 3 .75 2 D+L Yes Y 1 1 3 1 Member Distributed Loads (BLC 2 : WIND) Member Label Direction Start Magnitudefk/ft.d.. End Magnitudefk/ft.deg] Start Locationfft.%] End LocationffL%] IstFL Line A X .033 .033 0 0 Member Point Loads Member Label Direction Magnitudefk.k-ft] Locationfft.%] No Data to Print, Cold Formed Steel Properties Label E fksi] G fksi] Nu Therm (\1 E5 F) Densityfk/ft'^3] Yieldfksi] Ultimatefksi] 1 A570 33 29500 11346 .3 .65 .49 33 1 52 2 A607 CI 55 29500 11346 .3 .65 .49 55 1 70 Member Primary Data Label 1 Joint J Joint K Joint Rotate(dea) Section/Shaoe Tvoe Desian List Material Design Rules 1 1 IstFL Line A1 N1 1 N2 1 1 CF1A [Columnl None [A607_C1_55 Typical 1 Member Advanced Data label Release J Release I Offsetfin] J Offsetfin] T/C Only Physical TOM Inactive 1 list FL Line Al BenPIN BenPIN Yes Member Section Deflections LC Member Label Sec X fin] V fin] zfin] X Rotatefrad] (nl L/y Ratio (n) L/z Ratio 1 1 1st FL Line A 1 .02 0 0 0 NC NC 2 2 .015 -.058 0 0 2066.328 NC 3 3 .01 -.082 0 0 1472.259 NC 4 4 .005 -.058 0 0 2066.328 NC 5 5 0 0 0 0 NC NC 6 2 IstFL Line A 1 .023 0 0 0 NC NC 7 2 .017 0 0 0 NC NC 8 3 .012 0 0 0 NC NC 9 4 .006 0 0 0 NC NC RISA-3D Version 7.0.2 [S:\...\...\...\Calcs\Bearing WallsMst fir stud bearing extjine A.r3d] Page 2 .J Company Designer Job Number Nov 1, 2007 1:45 PM Checked By: Member Section Deflections (Continued) LC Member Label Sec X finl v finl zfinl X Rotatefradl (n) L/y Ratio (n) L/z Ratio 10 0 NC NC Member Section Forces 1 1 1st FL Line A 1 2.164 .124 0 0 0 0 2 2 2.164 .062 0 0 0 -.232 3 3 2.164 0 0 0 0 -.309 4 4 2.164 -.062 0 0 0 -.232 5 5 2.164 -.124 0 0 0 0 6 2 1st FL Line A 1 2.56 0 0 0 0 0 7 2 2.56 0 0 0 0 0 8 3 2.56 0 0 0 0 0 9 4 2.56 0 0 0 0 0 10 5 2.56 0 0 0 0 0 Cold Formed Steel Section Sets Label Shape Type Design List Material Design Rules A fin2] lyy fin4] Izz fin4] J fin4] CF1A [600Sl62-43[ Column None A607 CI 55 Typical .447 .148 2.316 I .000303 RISA-3D Version 7.0.2 [S:\...\...\...\Calcs\Bearing WallsMst fir stud bearing extjine A.r3d] Page 3 -1.448k .026m .026m 3 i m 1 Nl =\|2 Loads: LC 1, D+.75L+.75W Results for LC 1, D+.75L+.75W Nov1, 2007 at 1:48 PM 2nd fir stud bearing extjine A.r3d Company Designer Job Number Nov 1,2007 1:42 PM Checked By: Basic Load Cases BLC DescriDtion Category X Gravity Y Gravity Z Gravitv Joint Point Distributed Area (Member) Surface (... 1 DL DL 1 2 WIND None 1 3 LL None 1 Joint Boundary Conditions Joint Label X fk/in] Y fk/in] Z fk/in] X Rot.fk-ft/rad] Y Rot.fk-ft/rad] Z Rot.fk-ft/rad] Footing 1 N2 Reaction Reaction Reaction 2 N1 Reaction Reaction Reaction Member Cold Formed Steel Code Checks LC Member Shape UC Max Locfft] Shear U.. . Locfft] Dir Pnfk] Tnfk] Mnvvfk-ftlMnzzfk-ftl Cb Cmyy Cmzz Eqn 1 1 Roof LINE 4 600S162-33 .897 5 .223 0 Y 1.649 18.92 .423 2.106 1 .6 1 C5.2.1.. 2 2 Roof LINE 4 600S162-33 .718 0 .000 0 Y 1.649 18.92 .423 2.106 1 .6 .6 C5.2.1.. Cold Formed Steel Design Parameters Label Shape Length.. Lbyyfft] Lbzzfft] Lcomp to... Lcomp bo.. Kyy Kzz Cm-yy Cm-zz Cb R yswayzsway 1 [Roof LINE 4[ CF1A 10 1 1 Global Display Sections for Member Calcs 5 Max Internal Sections for Member Calcs 97 Include Shear Deformation Yes Include Warping Yes Area Load Mesh (in'^2) 144 Merge Tolerance (in) .12 P-Delta Analysis Tolerance 0.50% Vertical Axis Y Hot Rolled Steel Code AISC: ASD 9th Cold Formed Steel Code AISI 01: ASD Wood Code NDS 91/97: ASD Wood Temperature < 100F Concrete Code ACI 2002 Number of Shear Regions 4 Region Spacing Increment (in) 4 Biaxial Column Method PCA Load Contour Parme Beta Factor (PCA) .65 Concrete Stress Block Rectangular Use Cracked Sections Yes Bad Framing Warnings No Unused Force Warnings Yes Joint Coordinates and Temperatures Label Xfft] Yfft] Zfft] Temp fF] Detach From Diap... 1 Nl 0 10 0 0 2 N2 0 0 0 0 RISA-3D Version 7.0.2 [S:\...\...\...\Calcs\Bearing Walls\Roof extjine 4.r3d] Page 1 Company Designer Job Number Nov 1,2007 1:48 PM Checked By: Basic Load Cases BLC DescriDtion Category X Gravity Y Gravity Z Gravity Joint Point Distributed Area (Member) Surface (... 1 DL DL 1 1 2 WIND None 1 3 LL None 1 Joint Boundary Conditions Joint Label X fk/in] Y fk/in] Z fk/in] X Rot.fk-ft/rad] Y Rot.fk-ft/rad] Z Rot.fk-ft/rad] Footing N2 Reaction Reaction Reaction Nl Reaction Reaction Reaction Member Cold Formed Steel Code Checks LC Member Shaoe UCMax Locfftl Shear U... Locfftl Dir Pnfkl Tnfkl Mnvyfk-ftlMnzzfk-ftl Cb Cmw Cmzz Eon 1 1 2nd FL Lin... 600S162-33 .758 4.875 .200 9.75 Y 5.14 18.92 .423 2.106 1 .6 1 C5.2.1.. 2 2 2nd FL Lin... 600S162-33 .600 0 .000 0 Y 5.14 18.92 .423 2.106 1 .6 .6 C5.2.1.. Cold Formed Steel Design Parameters Label Shape Length.. Lbyyfft] Lbzzfft] Lcomp to... Lcomp bo.. Kyy Kzz Cm-vy Cm-zz Cb R yswayzsway 1 [2nd FL Lin..I CF1A 9.75 1 1 Global Display Sections for Member Calcs 5 Max Internal Sections for Member Calcs 97 Include Shear Deformation Yes Include Warping Yes Area Load Mesh (in'^2) 144 Merge Tolerance (in) .12 P-Delta Analysis Tolerance 0.50% Vertical Axis Y Hot Rolled Steel Code AISC: ASD 9th Cold Formed Steel Code AISI 01: ASD Wood Code NDS 91/97: ASD Wood Temperature < 100F Concrete Code ACI 2002 Number of Shear Regions 4 Region Spacing Increment (in) 4 Biaxial Column Method PCA Load Contour Parme Beta Factor (PCA) .65 Concrete Stress Block Rectangular Use Cracked Sections Yes Bad Framing Warnings No Unused Force Warnings Yes Joint Coordinates and Temperatures Label Xfft] Yfft] Zfft] Temp fF] Detach From Diap... 1 Nl 0 9.75 0 0 1 2 N2 0 0 0 0 1 RISA-3D Version 7.0.2 [S:\...\...\...\Calcs\Bearing Walls\2nd fir stud bearing extjine A.r3d] Page 1 Company Designer Job Number o^3 Nov 1,2007 1:48 PM Checked By: Joint Reactions (By Combination) LC Joint Label Xfk] Yfk] Zfk] MX fk-ft] MY fk-ft] MZ fk-ft] 1 1 N2 -.128 1.448 0 0 0 0 2 1 Nl -.127 0 0 0 0 0 3 1 Totals: -.255 1.448 0 4 1 COG (ft): X: 0 Y: 9.75 Z: 0 5 2 N2 0 1.714 0 0 0 0 6 2 Nl 0 0 0 0 0 0 7 2 Totals: 0 1.714 0 8 2 COG (ft): X: 0 Y: 9.75 Z: 0 Load Combinations 1 D+.75L+.75W Yes Y 1 1 2 .75 3 .75 2 D+LL Yes Y 1 1 3 1 Member Distributed Loads (BLC 1: DL) Member Label Direction Start Magnitudefk/ft.d.. End Magnitudefk/ft.deg] Start Locationfft%] End Locationfft.%] 1 2nd FL Line A Y 0 0 Member Distributed Loads (BLC 2 : WIND) Member Label Direction Start Magnitudefk/fLd.. End Magnitudefk/ft.deg] Start Locationfft.%] End LocationffL%] 2nd FL Line A .035 .035 0 Member Point Loads Member Label Direction Magnitudefk.k-ft] Locationfft.%] No Data to Print, Cold Formed Steel Properties Label E fksi] G fksi] Nu Therm (\1E5 F) Densityfk/ff^S] Yieldfksi] Ultimatefksi] 1 A570 33 29500 11346 .3 .65 .49 33 52 2 A607 C1 55 29500 11346 .3 .65 .49 55 70 Member Primary Data Label 1 Joint J Joint K Joint Rotate(deg) Section/Shape Type Design List Material Design Rules 1 1 l2ndFLLineAl Nl N2 1 i CF1A Columnl None [A607_C1_55| Typical 1 Member Advanced Data Label Release J Release Offsetfin] J Offsetfin] T/C Only Physical TOM Inactive 2nd FL Line A BenPIN BenPIN Yes Member Section Deflections LC Member Label Sec X fin] V fin] zfin] X Rotatefrad] (n) L/y Ratio (n) L/z Ratio 1 1 2nd FL Line A 1 .017 0 0 0 NC NC 2 2 .013 -.072 0 0 1632.188 NC 3 3 .008 -.101 0 0 1162.788 NC 4 4 .004 -.072 0 0 1631.778 NC 5 5 0 0 0 0 NC NC RISA-3D Version 7.0.2 [S:\...\...\...\Calcs\Bearing Walls\2nd fir stud bearing extjine A.r3d] Page 2 PZc. Company Designer Job Number Nov 1,2007 1:48 PM Checked By: Member Section Deflections (Continued) LC Member Label Sec X finl v finl zfinl x Rotatefradl (n) L/y Ratio (n) L/z Ratio 6 2 2nd FL Line A 1 .02 0 0 0 NC NC 7 2 .015 0 0 0 NC NC 8 3 .01 0 0 0 NC NC 9 4 .005 0 0 0 NC NC 10 5 0 0 0 0 NC NC Member Section Forces LC Member Label Sec Axialfk] y Shearfk] z Shearfk] Torquefk-ft] y-y Momentfk-.. z-z Momentfk-.. 1 1 2nd FL Line A 1 1.448 .127 0 0 0 0 2 2 1.448 .064 0 0 0 -.233 3 3 1.448 0 0 0 0 -.311 4 4 1.448 -.064 0 0 0 -.233 5 5 1.448 -.128 0 0 0 0 6 2 2nd FL Line A 1 1.714 0 0 0 0 0 7 2 1.714 0 0 0 0 0 8 3 1.714 0 0 0 0 0 9 4 1.714 0 0 0 0 0 10 5 1.714 0 0 0 0 0 Cold Formed Steel Section Sets Label Shape Type Design List Material Desian Rules Afin2] lyv fin4] Izz fin4] J fin4] CF1A 16008162-33 [ Column I None lA607_ci_55[ Typical .344 .116 1.793 I .000137 RISA-3D Version 7.0.2 [S:\...\...\...\Calcs\Bearing Walls\2nd fir stud bearing extjine A.r3d] Page 3 EL. -.734k .028k/ft V Loads: LC 1, D+.75L+.75W Results for LC 1, D+.75L+.75W EINI 11^ 1M2 Nov 1,2007 at 1:51 PM Roof stud bearing extjine A.rSd o z Company Nov 1,2007 Designer 1:51 PM Job Number : Checked By: Basic Load Cases BLC DescriDtion Category X Gravity Y Gravity Z Gravitv Joint Point Distributed Area (Member) Surface (... 1 DL DL 1 2 WIND None 1 3 LL None 1 Joint Boundary Conditions Joint Label X fk/in] Y fk/in] Z fk/in] X Rot.fk-ft/rad] Y Rot.fk-ft/rad] Z Rot.fk-ft/rad] Footing 1 N2 Reaction Reaction Reaction 1 2 Nl Reaction Reaction Reaction 1 Member Cold Formed Steel Code Checks LC Member Shape UC Max Locfft] Shear U.. . Locfft] Dir Pnfk] Tnfk] Mnvyfk-ftlMnzzfk-ftl Cb Cmyy Cmzz Eqn 1 1 Roof Line A 6008162-33 .809 4.875 .218 0 V 2.473 18.92 .423 2.106 1 .6 1 C5.2.1.. 2 2 Roof Line A 600S162-33 .633 0 .000 0 Y 2.473 18.92 .423 2.106 1 .6 .6 C5.2.1.. Cold Formed Steel Design Parameters Label Shape Length.. Lbyyfft] Lbzzfft] Lcomp to... Lcomp bo.. Kyy Kzz Cm-yy Cm-zz Cb R yswayzsway 1 [Roof Line A| CF1A I 9.75 1 1 .8 .8 Global Display Sections for Member Calcs 5 Max Internal Sections for Member Calcs 97 Include Shear Deformation Yes Include Warping Yes Area Load Mesh (in'^2) 144 Merge Tolerance (in) .12 P-Delta Analysis Tolerance 0.50% Vertical Axis Y Hot Rolled Steel Code AISC: ASD 9th Cold Formed Steel Code AISI 01: ASD Wood Code NDS 91/97: ASD Wood Temperature < 100F Concrete Code ACI2002 Number of Shear Regions 4 Region Spacing Increment (in) 4 Biaxial Column Method PCA Load Contour Parme Beta Factor (PCA) .65 Concrete Stress Block Rectangular Use Cracked Sections Yes Bad Framing Warnings No Unused Force Warnings Yes Joint Coordinates and Temperatures Label Xfft] Yfft] Zfft] Temp fF] Detach From Diap... 1 Nl 0 9.75 0 0 2 N2 0 0 0 0 RISA-3D Version 7.0.2 [S:\...\...\...\Calcs\Bearing Walls\Roof stud bearing extjine A.r3d] Page 1 Company Designer Job Number Nov 1,2007 1:51 PM Checked By: Joint Reactions (By Combination) LC Joint Label Xfk] Yfk] Zfk] MX fk-ft] MY fk-ft] MZ fk-ft] 1 1 N2 -.139 .734 0 0 0 0 2 1 Nl -.139 0 0 0 0 0 3 1 Totals: -.278 .734 0 4 1 COG (ft): X: 0 Y: 9.75 Z: 0 5 2 N2 0 .87 0 0 0 0 6 2 Nl 0 0 0 0 0 0 7 2 Totals: 0 .87 0 8 2 COG (ft): X: 0 Y: 9.75 Z: 0 Load Combinations 1 D+.75L+.75W Yes Y 1 1 2 .75 3 .75 2 D+L Yes Y 1 1 3 1 Member Distributed Loads (BLC 2 : WIND) Member Label Direction Start Magnitudefk/ft.d.. End Magnitudefk/ftdeg] Start LocationffL%] End LocationffL%] Roof Line A X .038 .038 0 0 Member Point Loads Member Label Direction Magnitudefk.k-ft] Locationfft.%1 No Data to Print, Cold Formed Steel Properties Label E fksil G fksi] Nu Therm (\1E5 Fl Densityfk/ffS] Yieldfksi] Ultimatefksi] 1 A570 33 29500 11346 .3 .65 .49 33 52 2 A607 CI 55 29500 11346 .3 .65 .49 55 70 Member Primary Data Label I Joint J Joint K Joint Rotate(deg) Section/Shape Type Design List Material Design Rules 1 I Roof Line A N1 N2 CF1A IColumnI None [A607_ci_55[ Typical Member Advanced Data Label Release J Release I Offsetfin] J Offsetfin] T/C Only Physical TOM Inactive 1 I Roof Line A BenPIN BenPIN Yes Member Section Deflections LC Member Label Sec X fin] y [in] zfinl X Rotatefrad] (n) L/y Ratio (n) L/z Ratio 1 1 Roof Line A 1 .008 0 0 0 NC NC 2 2 .006 -.078 0 0 1498.848 NC 3 3 .004 -.11 0 0 1067.929 NC 4 4 .002 -.078 0 0 1498.848 NC 5 5 0 0 0 0 NC NC 6 2 Roof Line A 1 .01 0 0 0 NC NC 7 2 .008 0 0 0 NC NC 8 3 .005 0 0 0 NC NC 9 4 .003 0 0 0 NC NC RISA-3D Version 7.0.2 [S:\...\...\...\Calcs\Bearing Walls\Roof stud bearing extjine A.r3d] Page 2 Company Nov 1, 2007 Designer 1:51 PM Job Number: Checked By: Member Section Deflections (Continued) LC Member Label Sec X finl y finl _ziLnJ_ X Rotatefradl (n) L/v Ratio (n) L/z Ratio 10 NC NC Member Section Forces LQ_ Member Label Sec Axialfk] y Shearfk] z Shearfk] Torquefk-ft] y-y Momentfk-z-z Momentfk- Roof Line A .734 .139 0 0 0 .734 .069 -.254 .734 .339 .734 -.069 .254 .734 -.139 Roof Line A .87 .87 .87 .87 10 .87 Cold Formed Steel Section Sets Label Shape Type Design List Material Design Rules A fin2] lyy fin4] Izz fin4] J fin4] 1 I CF1A |600Si62-33[ Column I None [A607_ci_55[ Tvpical .344 .116 1.793 I .000137 RISA-3D Version 7.0.2 [S:\...\...\...\Calcs\Bearing Walls\Roof stud bearing extjine A.r3d] Page 3 ^ c. EL. -3.41k .007k/ft V Nl "N2 Loads: LC 1, D+.75L+.75W Results for LC 1, D+.75L+.75W Nov 1,2007 at 1:56 PM 1st ext line L.r3d Company Designer Job Number Nov 1, 2007 1:56 PM Checked By: Basic Load Cases BLC DescriDtion Cateaorv X Gravity Y Gravitv Z Gravitv Joint Point Distributed Area (Member) Surface (... 1 DL DL 1 2 WIND None 1 3 LL None 1 Joint Boundary Conditions Joint Label X fk/in] Y fk/in] Z fk/in] X Rot.fk-ft/rad] Y Rot.fk-ft/rad] Z Rot.fk-ft/rad] Footing N2 Reaction Reaction Reaction Nl Reaction Reaction Reaction Member Cold Formed Steel Code Checks LC Member Shape UC Max Locfft] Shear U.. . Locfft] Dir Pnfk] Tnfk] Mnvvfk-ftlMnzzfk-ftl Cb Cmyy Cmzz Eqn 1 1 1ST FL LIN.. 600S162-43 .711 5 .026 0 V 9.298 24.585 .559 3.148 1 .6 1 C5.2.1.. 2 2 1ST FL LIN.. 600S162-43 .783 0 .000 0 X 9.298 24.585 .559 3.148 1 i .6 .6 C5.2.1.. Cold Formed Steel Design Parameters Label Shape Length.. Lbyyfft] Lbzzfft] Lcomp to... Lcomp bo.. Kyy Kzz Cm-yy Cm-zz Cb R yswayzsway 1 [ISTFL LI...[ CF1A 10 1 1 .8 I .8 Global Display Sections for Member Calcs 5 Max Internal Sections for Member Calcs 97 Include Shear Deformation Yes Include Warping Yes Area Load Mesh (in'^2) 144 Merge Tolerance (in) .12 P-Delta Analysis Tolerance 0.50% Vertical Axis Y Hot Rolled Steel Code AISC: ASD 9th Cold Formed Steel Code AISI 01: ASD Wood Code NDS 91/97: ASD Wood Temperature < 100F Concrete Code ACI 2002 Number of Shear Regions 4 Region Spacing Increment (in) 4 Biaxial Column Method PCA Load Contour Parme Beta Factor (PCA) .65 Concrete Stress Block Rectangular Use Cracked Sections Yes Bad Framing Warnings No Unused Force Warnings Yes Joint Coordinates and Temperatures Label Xfft] Yfft] Zfft] Temp fF] Detach From Diap... 1 Nl 0 10 0 0 2 N2 0 0 0 0 RISA-3D Version 7.0.2 [S:\...\...\...\Calcs\Bearing Walls\1st extjine L.r3d] Page 1 OZ ^ Company Nov 1, 2007 Designer 1:56 PM Job Number: Checked BY: Joint Reactions (By Combination) LC Joint Label Xfk] Yfk] Zfk] MX fk-ft] MY fk-ft] MZ fk-ft] 1 1 N2 -.037 3.41 0 0 0 0 2 1 Nl -.037 0 0 0 0 0 3 1 Totals: -.075 3.41 0 4 1 COG (ft): X: 0 Y: 10 Z: 0 5 2 N2 0 4.044 0 0 0 0 6 2 Nl 0 0 0 0 0 0 7 2 Totals: 0 4.044 0 8 2 COG (ft): X: 0 Y: 10 Z: 0 Load Combinations Description Solve PD... SR... BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor 1 D+.75L+.75W Yes Y 1 1 2 .75 3 1 .75 1 2 D+L Yes Y 1 1 3 1 1 1 Member Distributed Loads (BLC 2 : WIND) Member Label 1 I ISTFL LINE L Direction Start Magnitudefk/ft.d. End Magnitudefk/ftdeg] Start Locationfft.%] End LocationffL%] X I .01 I .01 I 0 I 0 Joint Loads and Enforced Displacements (BLC 1: DL) Joint Label L.D.M Direction Magnitudefk.k-ft in.rad k*s''2/ft] 1 Nl Y -1.508 Joint Loads and Enforced Displacements (BLC 3 : LL) Joint Label L.D.M Direction Magnitudefk.k-ft in.rad k''s''2/ft] 1 Nl Y -2.536 Cold Formed Steel Properties Label E fksi] G fksi] Nu Therm (\1 E5 F) Densityfk/ft'^3] Yieldfksi] Ultimatefksi] 1 A570 33 29500 11346 .3 .65 1 .49 33 52 2 A607 CI 55 29500 11346 .3 .65 1 .49 55 70 Member Primary Data Label I Joint J Joint K Joint Rotate(deg) Section/Shape Type Design List Material Design Rules 1 [ 1ST FL LINE L Nl N2 CF1A IColumnI None lA607_ci_55[ Typical Member Advanced Data Label Release J Release I Offsetfin] J Offsetfin] T/C Only Physical TOM Inactive 1 [ISTFL LINE L[ BenPIN BenPIN Yes Member Section Deflections LC Member Label Sec X fin] y fin] zfin] x Rotatefrad] (n) L/y Ratio (n) Uz Ratio 1 1 1ST FL LINE L 1 .031 0 0 0 NC NC 2 2 .023 -.018 0 0 6818.882 NC 3 3 .016 -.025 0 0 4858.453 NC 4 4 .008 -.018 0 0 6818.882 NC 5 5 0 0 0 0 NC NC RISA-3D Version 7.0.2 [S:\...\...\...\Calcs\Bearing WallsMst extjine L.r3d] Page 2 Company Designer Job Number Nov 1,2007 1:56 PM Checked By: Member Section Deflections (Continued) LC Member Label Sec X finl V finl zfinl X Rotatefradl (n) L/y Ratio (n) L/z Ratio 6 2 1ST FL LINEL 1 .037 0 0 0 NC NC 7 2 .028 0 0 0 NC NC 8 3 .018 0 0 0 NC NC 9 4 .009 0 0 0 NC NC 10 5 0 0 0 0 NC NC Member Section Forces LC Member Label Sec Ao(\al[k] y Shearfk] z Shearfk] Torquefk-ft] y-y Momentfk-.. z-z Momentfk-.. 1 1 1ST FL LINEL 1 3.41 .037 0 0 0 0 2 2 3.41 .019 0 0 0 -.07 3 3 3.41 0 0 0 0 -.094 4 4 3.41 -.019 0 0 0 -.07 5 5 3.41 -.037 0 0 0 0 6 2 1ST FL LINE L 1 4.044 0 0 0 0 0 7 2 4.044 0 0 0 0 0 8 3 4.044 0 0 0 0 0 9 4 4.044 0 0 0 0 0 10 5 4.044 0 0 0 0 0 Cold Formed Steel Section Sets Label Shape Type Design List Material Design Rules A fin2] lyy fin4] Izz fin4] J fin4] 1 CF1A 600S162-43 Column None A607 CI 55 TvDical .447 .148 2.316 .000303 2 CF2 362S137-33A Column None A607 CI 55 Tvpical .262 .099 .551 .000105 RISA-3D Version 7.0.2 [S:\...\...\...\Calcs\Bearing WallsMst extjine L.r3d] Page 3 EL. -1.983k .007k/f1 =|N1 1\I2 Loads: LC 1, D+.75L+.75W Results for LC 1, D+.75L+.75W Nov 1, 2007 at 1:59 PM 2nd int line L.r3d Company Designer Job Number Nov 1, 2007 1:59 PM Checked By: Basic Load Cases BLC DescriDtion Category X Gravitv Y Gravity Z Gravitv Joint Point Distributed Area (Member) Surface (... 1 DL DL 1 2 WIND None 1 3 LL None 1 Joint Boundary Conditions Joint Label X fk/in] Y fk/in] Z fk/in] X Rot.fk-ft/rad] Y Rot.fk-ft/rad] Z Rot.fk-ft/rad] Footing N2 Reaction Reaction Reaction Nl Reaction Reaction Reaction Member Cold Formed Steel Code Checks LC Member Shape UC Max Locfft] Shear U.. . Locfft] Dir Pnfk] Tnfk] Mnvyfk-ftlMnzzfk-ftl Cb Cmyy Cmzz Eqn 1 1 2ND FL LI... 600S162-33 .771 5 .059 0 y 5.14 18.92 .423 2.106 1 .6 1 C5.2.1.. 2 2 2ND FL LI... 600S162-33 .826 0 .000 0 5.14 18.92 .423 2.106 1 .6 .6 C5.2.1.. Cold Formed Steel Design Parameters Label Shape Length.. Lbyyfft] Lbzzfft] Lcomp to... Lcomp bo.. Kyy Kzz Cm-yy Cm-zz Cb R yswayzsway 1 [2NDFLU...I CF1A 10 1 1 Global Display Sections for Member Calcs 5 Max Internal Sections for Member Calcs 97 Include Shear Deformation Yes Include Warping Yes Area Load Mesh (in'^2) 144 Merge Tolerance (in) .12 P-Delta Analysis Tolerance 0.50% Vertical Axis Y Hot Rolled Steel Code AISC: ASD 9th Cold Formed Steel Code AISI 01: ASD Wood Code NDS 91/97: ASD Wood Temperature < 100F Concrete Code ACI2002 Number of Shear Regions 4 Region Spacing Increment (in) 4 Biaxial Column Method PCA Load Contour Parme Beta Factor (PCA) .65 Concrete Stress Block Rectangular Use Cracked Sections Yes Bad Framing Warnings No Unused Force Warnings Yes Joint Coordinates and Temperatures Label Xfft] Yfft] Zfft] Temp fF] Detach From Diap... 1 N1 0 10 0 0 1 2 N2 0 0 0 0 1 RISA-3D Version 7.0.2 [S:\...\...\...\Calcs\Bearing Walls\2nd intjine L.r3d] Page 1 Company Designer Job Number Nov 1,2007 1:59 PM Checked By: Joint Reactions (By Combination) LC Joint Label Xfk] Yfk] Zfk] MX fk-ft] MY fk-ft] MZ fk-ft] 1 1 N2 -.037 1.983 0 0 0 0 2 1 Nl -.037 0 0 0 0 0 3 1 Totals: -.075 1.983 0 4 1 COG (ft): X: 0 Y: 10 Z: 0 5 2 N2 0 2.358 0 0 0 0 6 2 Nl 0 0 0 0 0 0 7 2 Totals: 0 2.358 0 8 2 COG (ft): X: 0 Y: 10 Z: 0 Load Combinations 1 D+.75L+.75W Yes Y 1 1 2 .75 3 .75 2 D+L Yes Y 1 1 3 1 Member Distributed Loads (BLC 2 : WIND) Member Label 1 I 2ND FL LINEL Direction Start Magnitudefk/ft.d. End Magnitudefk/ft.deg] Start Locationfft.%] End Locationfft.%] X I .01 I TOI I 0 I 0 Joint Loads and Enforced Displacements (BLC 1: DL) Joint Label L.D.M Direction Maanitudefk.k-ft in.rad k's'^2/ft] Nl Y -.858 Joint Loads and Enforced Displacements (BLC 3 : LL) Joint Label L.D.M Direction Magnitudefk.k-ft in.rad k's'^2/ft] Nl Y -1.5 Cold Formed Steel Properties Label E fksi] G fksi] Nu Therm (\1 E5 F) Densityfk/ft'^3] Yieldfksi] Ultimatefksi] 1 A570 33 29500 11346 .3 .65 .49 33 1 52 2 A607 CI 55 29500 11346 .3 .65 .49 55 1 70 Member Primary Data Label I Joint J Joint K Joint Rotate(deg) Section/Shape Type Design List Material Design Rules 1 [ 2ND FL LINEL Nl N2 CF1A IColumnI None |A607_ci_55| Typical Member Advanced Data Label I Release J Release I Offsetfin] J Offsetfin] T/C Only Physical TOM Inactive 1 [2ND FL LINE L[ BenPIN BenPIN Yes Member Section Deflections LC Member Label Sec X fin] y fin] zfin] X Rotatefrad] (n) L/y Ratio (n) L/z Ratio 1 1 2ND FL LINE L 1 .023 0 0 0 NC NC 2 2 .018 -.023 0 0 5279.039 NC 3 3 .012 -.032 0 0 3761.316 NC 4 4 .006 -.023 0 0 5279.039 NC 5 5 0 0 0 0 NC NC RISA-3D Version 7.0.2 [S:\...\...\...\Calcs\Bearing Walls\2nd intjine L.r3d] Page 2 Company Designer Job Number Nov 1,2007 1:59 PM Checked By: Member Section Deflections (Continued) LC Member Label Sec X finl v finl zfinl X Rotatefradl (n) L/v Ratio (n) L/z Ratio 6 2 2NDFL LINE L 1 .028 0 0 0 NC NC 7 2 .021 0 0 0 NC NC 8 3 .014 0 0 0 NC NC 9 4 .007 0 0 0 NC NC 10 5 0 0 0 0 NC NC Member Section Forces LC Member Label Sec Axialfk] y Shearfk] z Shearfk] Torquefk-ft] y-y Momentfk-.. z-z Momentfk-.. 1 1 2ND FL LINE L 1 1.983 .037 0 0 0 0 2 2 1.983 .019 0 0 0 -.07 3 3 1.983 0 0 0 0 -.094 4 4 1.983 -.019 0 0 0 -.07 5 5 1.983 -.037 0 0 0 0 6 2 2NDFL LINE L 1 2.358 0 0 0 0 0 7 2 2.358 0 0 0 0 0 8 3 2.358 0 0 0 0 0 9 4 2.358 0 0 0 0 0 10 5 2.358 0 0 0 0 0 Cold Formed Steel Section Sets Label Shape Type Design List Material Design Rules A fin2] lyy fin4] Izz fin4] J fin4] CF1A l600Si62-33i Column I None [A607_CI_55| Tvpical .344 .116 1.793 I .000137 RISA-3D Version 7.0.2 [S:\...\...\...\Calcs\Bearing Walls\2nd intjine L.r3d] Page 3 -.546k .007k/ft ^N1 1M2 Loads: LC 1, D+.75L+.75W Results for LC 1, D+.75L+.75W Nov 1, 2007 at 2:00 PM Roof int line L.r3d o Company Nov 1, 2007 Designer 2:00 PM Job Number : Checked By: Basic Load Cases BLC DescriDtion Cateaorv X Gravity Y Gravity Z Gravitv Joint Point Distributed Area (Member) Surface (... 1 DL DL 1 2 WIND None 1 3 LL None 1 Joint Boundary Conditions Joint Label X fk/in] Y fk/in] Z fk/in] X Rot.fk-ft/rad] Y Rot.fk-ft/rad] Z Rot.fk-ft/rad] Footing N2 Reaction Reaction Reaction Nl Reaction Reaction Reaction Member Cold Formed Steel Code Checks LC Member Shape UC Max Locfft] Shear U.. . Locfft] Dir Pnfk] Tnfk] Mnvvfk-ftlMnzzfk-ftl Cb Cmyy Cmzz Eqn 1 1 ROOF FL L. .600S162-33 .672 5 .059 0 Y 1 1.649 18.92 .423 2.106 1 .6 1 C5.2.1.. 2 2 ROOF FL L. 600S162-33 .720 0 .000 0 vl 1.649 18.92 .423 2.106 1 .6 .6 C5.2.1.. Cold Formed Steel Design Parameters Label Shape Length.. Lbyyfft] Lbzzfft] Lcomp to... Lcomp bo.. Kyy Kzz Cm-yy Cm-zz Cb R yswayzsway 1 ROOFFL.. CF1A 10 1 1 Global Display Sections for Member Calcs 5 Max Internal Sections for Member Calcs 97 Include Shear Deformation Yes Include Warping Yes Area Load Mesh (in'^2) 144 Merge Tolerance (in) .12 P-Delta Analysis Tolerance 0.50% Vertical Axis Y Hot Rolled Steel Code AISC: ASD 9th Cold Formed Steel Code AISI 01: ASD Wood Code NDS 91/97: ASD Wood Temperature < 100F Concrete Code ACI 2002 Number of Shear Regions 4 Region Spacing Increment (in) 4 Biaxial Column Method PCA Load Contour Parme Beta Factor (PCA) .65 Concrete Stress Block Rectangular Use Cracked Sections Yes Bad Framing Warnings No Unused Force Warnings Yes Joint Coordinates and Temperatures Label Xfftl Yfft] Zfft] Temp fF] Detach From Diap... 1 Nl 0 10 0 0 2 N2 0 0 0 0 RISA-3D Version 7.0.2 [S:\...\...\...\Calcs\Bearing Walls\Roof intjine L.r3d] Page 1 Company Nov 1, 2007 Designer 2:00 PM Job Number: Checked By: Joint Reactions (By Combination) LC Joint Label Xfk] Yfk] Zfk] MX fk-ft] MY fk-ft] MZ fk-ft] 1 1 N2 -.037 .546 0 0 0 0 2 1 Nl -.037 0 0 0 0 0 3 1 Totals: -.075 .546 0 4 1 COG (ft): X: 0 Y: 10 Z: 0 5 2 N2 0 .66 0 0 0 0 6 2 Nl 0 0 0 0 0 0 7 2 Totals: 0 .66 0 8 2 COG (ft): X: 0 Y: 10 Z: 0 Load Combinations Description SolvePD... SR.. BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor 1 D+.75L+.75W Yes Y 1 1 2 .75 3 .75 2 D+L Yes Y 1 1 3 1 Member Distributed Loads (BLC 2 : WIND) Member Label 1 I ROOFFL LINEL Direction Start Magnitudefk/ft.d. End Magnitudefk/ft.deg] Start LocationffL%] End LocationffL%] X I .01 I .01 I 0 I 0 Joint Loads and Enforced Displacements (BLC 1: DL) Joint Label L.D.M Direction Magnitudefk.k-ft in.rad k*s''2/ft] Nl Y -.204 Joint Loads and Enforced Displacements (BLC 3 : LL) Joint Label L.D.M Direction Magnitudefk.k-ft in.rad k*s'^2/ft] Nl Y -.456 Cold Formed Steel Properties Label E fksi] G fksi] Nu Therm (\1E5 F) Densityfk/ft'^3] Yieldfksi] Ultimatefksi] 1 A570 33 29500 11346 .3 .65 .49 33 52 2 A607 CI 55 29500 11346 .3 .65 .49 55 70 Member Primary Data Label I Joint J Joint K Joint Rotate(deg) Section/Shape Type Design List Material Design Rules 1 [ROOF FL LINE L[ Nl N2 CF1A IColumnI None [A607_Ci_55[ Typical Member Advanced Data Label I Release J Release I Offsetfin] J Offsetfin] T/C Only Physical TOM Inactive 1 [ROOFFL LIN... [ BenPIN BenPIN Yes Member Section Deflections LC Member Label Sec x fin] y [in] zfin] X Rotatefrad] (n) L/y Ratio (n) L/z Ratio 1 1 ROOF FL LINE L 1 .006 0 0 0 NC NC 2 2 .005 -.023 0 0 5279.039 NC 3 3 .003 -.032 0 0 3761.316 NC 4 4 .002 -.023 0 0 5279.039 NC 5 5 0 0 0 0 NC NC RISA-3D Version 7.0.2 [S:\...\...\...\Calcs\Bearing Walls\Roof intjine L.r3d] Page 2 Company Designer Job Number Nov 1,2007 2:00 PM Checked By: Member Section Deflections (Continued) LC Member Label Sec X finl y finl zfinl X Rotatefradl (n) L/v Ratio (n) L/z Ratio 6 2 ROOF FL LINE L 1 .008 0 0 0 NC NC 7 2 .006 0 0 0 NC NC 8 3 .004 0 0 0 NC NC 9 4 .002 0 0 0 NC NC 10 5 0 0 0 0 NC NC Member Section Forces LC Member Label Sec Axialfk] y Shearfk] z Shearfk] Torquefk-ft] y-y Momentfk-.. z-z Momentfk-.. 1 1 ROOF FL LINE L 1 .546 .037 0 0 0 0 2 2 .546 .019 0 0 0 -.07 3 3 .546 0 0 0 0 -.094 4 4 .546 -.019 0 0 0 -.07 5 5 .546 -.037 0 0 0 0 6 2 ROOF FL LINE L 1 .66 0 0 0 0 0 7 2 .66 0 0 0 0 0 8 3 .66 0 0 0 0 0 9 4 .66 0 0 0 0 0 10 5 .66 0 0 0 0 0 Cold Formed Steel Section Sets Label Shape Type Design List Material Design Rules A fin2] lyy fin4] Izz tin4] J tin4] CF1A I 600S162-33 [ Column None A607 CI 55 Typical .344 .116 1.793 I .000137 RISA-3D Version 7.0.2 [S:\...\...\...\Calcs\Bearing Walls\Roof intjine L.r3d] Page 3 "E—H S— I® < CL o < < cr Li_ ct: o o S E i 4i ll .25k/ft piillllIIIIJIIIi» • III lis Nl .576k/f I N2 Loads: LC2, 1.2D+1.6L Results for LC 1, 1.4D Nov 12, 2007 at 1:59 PM ridgebm 13.25ft.r3d Company Nov 12, 2007 Designer 1:59 PM Job Number: Checked By: Basic Load Cases BLC Description Category X Gravity Y Gravity Z Gravity Joint Point Distributed Area (Member) Surface (... 1 DL DL 2 2 LL LL 2 Joint Boundary Conditions Joint Label X fk/in] Y fk/in] Z fk/in] X Rot.fk-ft/rad] Y Rot.fk-ft/rad] Z Rot.fk-ft/rad] Footing 1 Nl Reaction Reaction Reaction Reaction Reaction 2 N2 Reaction Reaction 3 N3 Reaction Reaction Member Cold Formed Steel Code Checks LC Member Shape UC Max Locfft] Shear U... Locfft] Dir phi'Pnfk] phi'Tnfk] phi'Mny.. phi'Mnz Cb Cmyy Cmzz Egn 1 RBI 1000S250-., .349 6.625 .315 6.625 4.205 144.352 1.017 2.732 1 1 C5.2.2. RBI 1000S250-., .829 6.625 .748 6.625 4.205 44.352 1.017 2.732 C5.2.2. RBI 1000S250-.580 6.625 .524 6.625 4.205 44.352 1.017 2.732 C5.2.2. RBI 1000S250-. .331 6.625 .299 6.625 4.205 44.352 1.017 2.732 C5.2.2. Cold Formed Steel Design Parameters Label Shape Length.. Lbyyfft] Lbzzfft] Lcomp to... Lcomp bo.. Kyy Kzz Cm-yy Cm-zz Cb R yswayzsway RBI CF1A 113.25 Global Display Sections for Member Calcs 5 Max Internal Sections for Member Calcs 97 Include Shear Deformation Yes Include Warping Yes Area Load Mesh (in'^2) 144 Merge Tolerance (in) .12 P-Delta Analysis Tolerance 0.50% Vertical Axis Y Hot Rolled Steel Code AISC: ASD 9th Cold Formed Steel Code AISI 01: LRFD Wood Code NDS 91/97: ASD Wood Temperature < 100F Concrete Code ACI2002 Number of Shear Regions 4 Region Spacing Increment (in) 4 Biaxial Column Method PCA Load Contour Parme Beta Factor (PCA) .65 Concrete Stress Block Rectangular Use Cracked Sections Yes Bad Framing Warnings No Unused Force Warnings Yes Joint Coordinates and Temperatures Label Xfft] Yfft] Zfft] Temp fF] Detach From Diap... 1 Nl 0 0 0 0 2 N2 13.25 0 0 0 3 N3 6.625 0 0 0 RISA-3D Version 7.0.2 [S:\...\...\...\Calcs\Upper RooAridgebm 13.25ft.r3d] Page 1 Company Designer Job Number I .1 Nov 12, 2007 1:59 PM Checked By:_ Joint Deflections LC Joint Label Xfin] Yfin] Zfin] X Rotation frad] Y Rotation frad] Z Rotation frad] 1 1 Nl 0 0 0 0 0 0 2 1 N2 0 0 0 0 0 0 3 1 N3 0 0 0 0 0 -1.544e-4 4 2 Nl 0 0 0 0 0 0 5 2 N2 0 0 0 0 0 0 6 2 N3 0 0 0 0 0 -3.665e-4 7 3 Nl 0 0 0 0 0 0 8 3 N2 0 0 0 0 0 0 9 3 N3 0 0 0 0 0 -2.567e-4 10 4 Nl 0 0 0 0 0 0 11 4 N2 0 0 0 0 0 0 12 4 N3 0 0 0 0 0 -1.463e-4 Joint Reactions (By Combination) LC Joint Label Xfk] Yfk] Zfk] MX fk-ft] MY fk-ft] MZ fk-ft] 1 1 Nl 0 .28 0 0 0 0 2 1 N2 0 .583 0 0 0 0 3 1 N3 0 1.438 0 0 0 0 4 Totals: 0 2.3 0 5 1 COG (ft): X: 7.498 Y: 0 Z: 0 6 2 N1 0 .666 0 0 0 0 7 2 N2 0 1.385 0 0 0 0 8 2 N3 0 3.418 0 0 0 0 9 2 Totals: 0 5.47 0 10 2 COG (ft): X: 7.496 Y: 0 Z: 0 11 3 Nl 0 .466 0 0 0 0 12 3 N2 0 .97 0 0 0 0 13 3 N3 0 2.393 0 0 0 0 14 3 Totals: 0 3.829 0 15 3 COG fft): X: 7.496 Y: 0 Z: 0 16 4 N1 0 .266 0 0 0 0 17 4 N2 0 .553 0 0 0 0 18 4 N3 0 1.366 0 0 0 0 19 4 Totals: 0 2.186 0 20 4 COG (ft): X: 7.495 Y: 0 Z: 0 Load Combinations 1 1.4D Yes Y 1 1.4 2 1.2D+1.6L Yes Y 1 1.2 2 1.6 3 D+L Yes Y 1 1 2 1 4 L Yes Y 2 1 Member Distributed Loads (BLC 1: DL) Member Label Direction Start Magnitudefk/ft.d.. .End Magnitudefk/ft.deg] start Locationfft.%] End Locationfft.%] 1 RBI Y -.06 -.06 0 0 2 RBI Y -.015 -.113 0 0 Member Distributed Loads (BLC 2 :LU Member Label Direction start Maanitudefk/ftd.. .End Maanitudefk/ft.dea] Start Locationfft.%] End Locationfft.%] 1 RBI Y -.08 -.08 0 0 2 RBI Y -.02 -.15 0 0 R1SA-3D Version 7.0.2 [S:\...\...\...\Calcs\Upper Roof\ridgebm 13.25ft.r3d] Page 2 Company Designer Job Number Nov 12, 2007 1:59 PM Checked By:_ Joint Loads and Enforced Displacements Joint Label LD.M Direction Magnitudefk.k-ft in.rad k's''2/ft] No Data to Print. Member Point Loads Member Label Direction Magnitudefk.k-ft] Locationfft.%] No Data to Print Cold Formed Steel Properties Label E fksi] G fksi] Nu Therm (\1E5 F) Densityfk/ft'^3] Yieldfksi] Ultimatefksi] 1 A570 33 29500 11346 .3 .65 .49 33 52 2 A607 CI 55 29500 11346 .3 .65 .49 55 70 Member Primary Data Label 1 Joint J Joint K Joint Rotate(dea) Section/Shape Type Desian List Material Design Rules \ 1 1 RBI 1 Nl N2 1 1 CF1A 1 Beam 1 None [A607_ci_55[ Typical 1 Member Advanced Data Label I Release J Release I Offsetfin] J Offsetfin] T/C Only Physical TOM Inactive RB1 BenPIN BenPIN Yes Member Section Deflections LC Member Label Sec X fin] y [in] zfin] X Rotatefradl (n) L/y Ratio (n) L/z Ratio 1 1 RBI 1 0 0 0 0 NC NC 2 2 0 -.004 0 0 NC NC 3 3 0 0 0 0 NC NC 4 4 0 -.012 0 0 NC NC 5 5 0 0 0 0 NC NC 6 2 RBI 1 0 0 0 0 NC NC 7 2 0 -.01 0 0 NC NC 8 3 0 0 0 0 NC NC 9 4 0 -.029 0 0 5564.901 NC 10 5 0 0 0 0 NC NC 11 3 RBI 1 0 0 0 0 NC NC 12 2 0 -.007 0 0 NC NC 13 3 0 0 0 0 NC NC 14 4 0 -.02 0 0 7948.2 NC 15 5 0 0 0 0 NC NC 16 4 RBI 1 0 0 0 0 NC NC 17 2 0 -.004 0 0 NC NC 18 3 0 0 0 0 NC NC 19 4 0 -.011 0 0 NC NC 20 5 0 0 0 0 NC NC Member Section Forces (By Combination) LC Member Label Sec Ax\al]k] y Shearfk] z Shearfkl Torquefk-ft] y-y Momentfk-.. z-z Momentfk-.. 1 1 RBI 1 0 .28 0 0 0 0 2 2 0 -.125 0 0 0 -.288 3 3 0 .795 0 0 0 .952 4 4 0 .163 0 0 0 -.664 RISA-3D Version 7.0.2 [S:\...\...\...\Calcs\Upper Roof\ridgebm 13.25ft.r3d] Page 3 Company Nov 12, 2007 ' Designer 1:59 PM Job Number: Checked Bv: Member Section Forces (Bv Combination) (Continued) LC Member Label Sec Axialfk] y Shearfk] z Shearfk] Torquefk-ft] y-y Momentfk-z-z Momentfk-. 0 -.583 0 0 0 RBI .666 .297 -.686 1.889 2.265 .387 -1.579 10 -1.385 0 11 RBI .466 12 -.208 -.48 13 1.323 1.586 14 .271 -1.105 15 .97 16 RBI .266 17 .119 .274 18 .755 .905 19 .155 .631 20 .553 Cold Formed Steel Section Sets Label Shape Type Design List Material Design Rules Afin2] Iyyfin4] Izz fin4] J fin4] CF1A |i000S250-54[ Beam None [A607_C1_55| Typical .896 .653 12.677 I .000957 RISA-3D Version 7.0.2 [S:\...\...\...\Calcs\Upper Roof\ridgebm 13.25ft.r3d] Page 4 -.32k/ft Loads: LC 2, 1.2D+1.6L Results for LC 1, 1.4D Nov 12, 2007 at 2:00 PM ridgebm 12.5ft.r3d Company Designer Job Number Nov 12, 2007 2:01 PM Checked By:_ Basic Load Cases BLC Description Category X Gravitv Y Gravitv Z Gravity Joint Point Distributed Area (Member) Surface (... 1 DL DL 1 2 LL LL 1 Joint Boundary Conditions Joint Label X fk/in] Y fk/in] Z fk/in] X Rot.fk-ft/rad] Y Rot.fk-ft/rad] Z Rot.fk-ft/rad] Footing Nl Reaction Reaction Reaction Reaction Reaction N2 Reaction Reaction Member Cold Formed Steel Code Checks LC Member Shaoe UCMax Locfftl Shear U... Locfftl Dir ohi'Pnfkl ohi'Tnfkl Dhi*Mny...Dhi*Mnz... Cb Cmw Cmzz Egn 1 1 RB2 1200S250-... .394 6.25 .068 12.5 Y 9.562 88.061 1.964 6.654 1 .6 1 C5.2.2.. 2 2 RB2 1200S250-... .939 6.25 .162 0 Y 9.562 88.061 1.964 6.654 1 .6 1 C5.2.2.. 3 3 RB2 1200S250-... .657 6.25 .113 0 Y 9.562 88.061 1.964 6.654 1 .6 1 C5.2.2.. 4 4 RB2 1200S250-... .376 6.25 .065 0 V 9.562 88.061 1.964 6.654 1 .6 1 C5.2.2.. Cold Formed Steel Design Parameters Label Shape Length.. Lbyyfft] Lbzzfft] Lcomp to... Lcomp bo.. Kyy Kzz Cm-yy Cm-zz Cb R yswayzsway RB2 CF1A I 12.5 Global Display Sections for Member Calcs 5 Max Internal Sections for Member Calcs 97 Include Shear Deformation Yes Include Warping Yes Area Load Mesh (in'^2) 144 Merge Tolerance (in) .12 P-Delta Analysis Tolerance 0.50% Vertical Axis Y Hot Rolled Steel Code AISC: ASD 9th Cold Formed Steel Code AISI 01: LRFD Wood Code NDS 91/97: ASD Wood Temperature < 100F Concrete Code ACI 2002 Number of Shear Regions 4 Region Spacing Increment (in) 4 Biaxial Column Method PCA Load Contour Parme Beta Factor (PCA) .65 Concrete Stress Block Rectangular Use Cracked Sections Yes Bad Framing Warnings No Unused Force Warnings Yes Joint Coordinates and Temperatures Label Xfft] Yfft] Zfft] Temp fF] Detach From Diap... 1 Nl 0 0 0 0 2 N2 12.5 0 0 0 RISA-3D Version 7.0.2 [S:\...\...\...\Calcs\Upper Roof\ridgebm 12.5ft.r3d] Page 1 Company Nov 12,2007 Designer 2:01 PM Job Number: Checked By: Joint Deflections LC Joint Label Xfin] Yfin] Zfin] X Rotation frad] Y Rotation frad] Z Rotation frad] 1 1 Nl 0 0 0 0 0 0 2 1 N2 0 0 0 0 0 0 3 2 Nl 0 0 0 0 0 0 4 2 N2 0 0 0 0 0 0 5 3 Nl 0 0 0 0 0 0 6 3 N2 0 0 0 0 0 0 7 4 Nl 0 0 0 0 0 0 8 4 N2 0 0 0 0 0 0 Joint Reactions (By Combination) LC Joint Label Xfk] Yfk] Zfk] MX fk-ft] MY fk-ft] MZ fk-ft] 1 1 Nl 0 .84 0 0 0 0 2 1 N2 0 .84 0 0 0 0 3 1 Totals: 0 1.68 0 4 1 COG (ft): X: 6.25 Y:0 Z: 0 5 2 Nl 0 2 0 0 0 0 6 2 N2 0 2 0 0 0 0 7 2 Totals: 0 4 0 8 2 COG fft): X: 6.25 Y: 0 Z: 0 9 3 Nl 0 1.4 0 0 0 0 10 3 N2 0 1.4 0 0 0 0 11 3 Totals: 0 2.8 0 12 3 COG (ft): X: 6.25 Y: 0 Z: 0 13 4 Nl 0 .8 0 0 0 0 14 4 N2 0 .8 0 0 0 0 15 4 Totals: 0 1.6 0 16 4 COG (ft): X: 6.25 Y: 0 Z: 0 Load Combinations 1 1.4D Yes Y 1 1.4 1 2 1.2D+1.6L Yes Y 1 1.2 2 1.6 3 D+L Yes Y 1 1 2 1 4 L Yes Y 2 1 Member Distributed Loads (BLC 1: DL) Member Label Direction Start Magnitudefk/ft.d.. End Magnitudefk/ft.deg] Start LocationffL%] End Locationfft.%] RB2 -.096 .096 0 Member Distributed Loads (BLC 2 : LL) Member Label Direction Start Magnitudefk/ftd. End Magnitudefk/fLdea], Start Locationfft.%] End Locationfft%] RB2 Y .128 .128 0 0 Joint Loads and Enforced Displacements Joint Label L.D.M Direction Magnitudefk.k-ft in.rad k*s''2/ft] No Data to Print. RISA-3D Version 7.0.2 [S:\...\...\...\Calcs\Upper Roof\ridgebm 12.5ft.r3d] Page 2 Company Nov 12, 2007 Designer 2:01 PM Job Number: Checked By: Member Point Loads Member Label Direction Magnitudefk.k-ft] Locationfft.%] No Data to Print Cold Formed Steel Properties Label E fksi] G fksi] Nu Therm (\1E5 F) Densityfk/ft'^3] Yieldfksil Ultimatefksi] 1 A570 33 29500 11346 .3 .65 .49 33 52 2 A607 C1 55 29500 11346 .3 .65 .49 55 70 Member Primary Data Label I Joint J Joint K Joint Rotate(deg) Section/Shape Tvoe Desian List Material Design Rules RB2 Nl N2 CF1A I Beam I None [A607_C1_55[ Typical Member Advanced Data Label I Release J Release I Offsetfin] J Offsetfin] T/C Only Physical TOM Inactive RB2 BenPIN BenPIN Yes Member Section Deflections LC Member Label Sec xfin] V [in] zfin] x Rotatefrad] (n) L/y Ratio (n) L/z Ratio 1 1 RB2 1 0 0 0 0 NC NC 2 2 0 -.052 0 0 2861.474 NC 3 3 0 -.074 0 0 2038.8 NC 4 4 0 -.052 0 0 2861.474 NC 5 5 0 0 0 0 NC NC 6 2 RB2 1 0 0 0 0 NC NC 7 2 0 -.125 0 0 1201.819 NC 8 3 0 -.175 0 0 856.296 NC 9 4 0 -.125 0 0 1201.819 NC 10 5 0 0 0 0 NC NC 11 3 RB2 1 0 0 0 0 NC NC 12 2 0 -.087 0 0 1716.884 NC 13 3 0 -.123 0 0 1223.28 NC 14 4 0 -.087 0 0 1716.884 NC 15 5 0 0 0 0 NC NC 16 4 RB2 1 0 0 0 0 NC NC 17 2 0 -.05 0 0 3004.548 NC 18 3 0 -.07 0 0 2140.74 NC 19 4 0 -.05 0 0 3004.548 NC 20 5 0 0 0 0 NC NC Member Section Forces (By Combination) LC Member Label Sec Axialfk] y Shearfk] z Shearfk] Torquefk-ft] y-y Momentfk-z-z Momentfk- RB2 0 .84 0 0 0 0 .42 -1.969 -2.625 -.42 -1.969 .84 RB2 0 -4.688 -6.25 -4.688 RISA-3D Version 7.0.2 [S:\...\...\...\Calcs\Upper Roof\ridgebm 12.5ft.r3d] Page 3 Company Designer Job Number Nov 12, 2007 2:01 PM Checked By:_ Member Section Forces (By Combination) (Continued) 10 5 0 -2 0 0 0 0 11 3 RB2 1 0 1.4 0 0 0 0 12 2 0 .7 0 0 0 -3.281 13 3 0 0 0 0 0 -4.375 14 4 0 -.7 0 0 0 -3.281 15 5 0 -1.4 0 0 0 0 16 4 RB2 1 0 .8 0 0 0 0 17 2 0 .4 0 0 0 -1.875 18 3 0 0 0 0 0 -2.5 19 4 0 -.4 0 0 0 -1.875 20 5 0 -.8 0 0 0 0 Cold Formed Steel Section Sets Label Shape Type Design List Material Design Rules A fin2] lyy fin4] Izz fin4] J tin4] CF1A [i200S250-97[ Beam None |A607_ci_55[ Typical I 1.779 I 1.121 34.016 .006 RISA-3D Version 7.0.2 [S:\...\...\...\Calcs\Upper Roof\ridgebm 12.5ft.r3d] Page 4 .05k/ftp 5l4 mm Loads: LC 2, 1.2D+1.6L Results for LC 1, 1.4D Nov 12, 2007 at 2:13 PM 18.5ft RB Line-ef.rSd Company Designer Job Number ^'3 Nov 12, 2007 2:13 PM Checked By:_ Basic Load Cases BLC Description Category X Gravity Y Gravity Z Gravity Joint Point Distributed Area (Member) Surface (... 1 DL DL 7 2 LL LL 7 Joint Boundary Conditions Joint Label X fk/in] Y fk/in] Z fk/in] X Rot.fk-ft/rad] Y Rot.fk-ft/rad] Z Rot.fk-ft/rad] Footing Nl Reaction Reaction Reaction Reaction Reaction _2_ _3_ _A_ 5 N2 Reaction Reaction N5 Reaction Reaction N3 N4 Reaction Reaction Member Cold Formed Steel Code Checks LC Member Shape UC Max Locfft] Shear U. Locfft] Dir phi'Pnfk] phi'Tnfk] phi*Mny. phi*Mnz. Cb Cmyy Cmzz Eqn 1 RB3 1000S250-. .678 18.5 .314 18.5 17.694 44.352 .589 1.446 .85 C5.2.2. RB3a 1000S25G-. .125 .254 17.694 44.352 1.476 7.859 .85 C5.2.2. RB3b 1000S250-.039 .065 17.694 44.352 1.476 7.859 .85 C5.2.2. RB3 1000S250-1.610 18.5 .747 18.5 2.466 44.352 .589 1.446 .85 C5.2.2. RB3a 1000S250-.. .451 .603 16.247 44.352 1.476 7.859 .85 C3.3.2. RB3b 1000S250-., .093 .156 17.694 44.352 1.476 7.859 .85 C5.2.2. RB3 1000S250-., 1.127 18.5 .523 18.5 2.466 44.352 .589 1.446 .85 C5.2.2. RB3a 1000S250-. .221 .422 16.247 44.352 1.476 7.859 .85 C3.3.2. RB3b 1000S250-. .065 .109 17.694 44.352 1.476 7.859 .85 C5.2.2. 10 RB3 1000S250-. .643 18.5 .298 18.5 17.694 44.352 .589 1.446 .85 C5.2.2. 11 RB3a 1000S250-.118 .241 17.694 44.352 1.476 7.859 .85 C5.2.2. 12 RB3b 1000S250-. .037 .062 17.694 44.352 1.476 7.859 .85 C5.2.2. Cold Formed Steel Design Parameters Label Shape Length Lbyyfft] Lbzzfft] Lcomp to... Lcomp bo. J<y>L Kzz Cm-yy Cm-zz Cb R V sway z sway RB3 CF1A 18.5 _2_ 3 RB3a CF1A RB3b CF1A Global Display Sections for Member Calcs 5 Max Internal Sections for Member Calcs 97 Include Shear Deformation Yes Include Warping Yes Area Load Mesh (in'^2) 144 Merge Tolerance (in) .12 P-Delta Analysis Tolerance 0.50% Vertical Axis Y Hot Rolled Steel Code AISC: ASD 9th Cold Formed Steel Code AISI 01: LRFD Wood Code NDS 91/97: ASD Wood Temperature < 100F Concrete Code ACI 2002 RISA-3D Version 7.0.2 [S:\...\...\...\Calcs\Upper RoofM8.5ft RB_Line-ef.r3d] Page 1 Company Nov 12, 2007 Designer 2:13 PM Job Number: Checked By: Global. Continued Number of Shear Regions 4 Region Spacing Increment (in) 4 Biaxial Column Method PCA Load Contour Parme Beta Factor (PCA) .65 Concrete Stress Block Rectangular Use Cracked Sections Yes Bad Framing Warnings No Unused Force Warnings Yes Joint Coordinates and Temperatures 1 N1 0 0 0 0 2 N2 18.5 0 0 0 3 N3 21.5 0 0 0 4 N4 -3 0 0 0 5 N5 9.25 0 0 0 Joint Deflections LC Joint Label Xfin] Yfin] _ ZfinL _ X Rotation frad] Y Rotation frad] Z Rotation frad] 1 Nl 0 0 0 0 0 -1.203e-4 2 1 N2 0 0 0 0 0 2.94e-4 3 1 N3 0 -.002 0 0 0 -8.748e-5 4 1 N4 0 0 0 0 0 2.408e-5 5 1 N5 0 0 0 0 0 -2.331 e-4 6 2 Nl 0 0 0 0 0 -2.881 e-4 7 2 N2 0 0 0 0 0 7.002e-4 8 2 N3 0 -.005 0 0 0 -2.056e-4 9 2 N4 0 0 0 0 0 5.769e-5 10 2 N5 0 0 0 0 0 -5.519e-4 11 3 Nl 0 0 0 0 0 -2.015e-4 12 3 N2 0 0 0 0 0 4.901e-4 13 3 N3 0 -.003 0 0 0 -1.441 e-4 14 3 N4 0 0 0 0 0 4.036e-5 15 3 N5 0 0 0 0 0 -3.865e-4 16 4 Nl 0 0 0 0 0 -1.156e-4 17 4 N2 0 0 0 0 0 2.801 e-4 18 4 N3 0 -.002 0 0 0 -8.16e-5 19 4 N4 0 0 0 0 0 2.316e-5 20 4 N5 0 0 0 0 0 -2.2e-4 Joint Reactions (By Combination) LC Joint Label Xfk] Yfk] Zfk] MX fk-ftl MY fk-ft] MZ fk-ft] 1 1 Nl 0 .432 0 0 0 0 2 1 N2 0 1.434 0 0 0 0 3 1 N5 0 1.159 0 0 0 0 4 1 N4 0 -.055 0 0 0 0 5 1 Totals: 0 2.97 0 6 COG (ft): X: 12.597 Y: 0 Z: 0 7 2 Nl 0 1.034 0 0 0 0 8 2 N2 0 3.406 0 0 0 0 9 2 N5 0 2.761 0 0 0 0 10 2 N4 0 -.131 0 0 0 0 11 2 Totals: 0 7.07 0 12 2 COG (ft): X: 12.581 Y: 0 Z: 0 RISA-3D Version 7.0.2 [S:\...\...\...\Calcs\Upper Roof\18.5ft RB_Line-ef.r3d] Page 2 Company Nov 12, 2007 Designer 2:13 PM Job Number: Checked By: Joint Reactions (By Combination) (Continued) LC Joint Label Xfk] Yfk] Zfk] MX fk-ft] MY fk-ft] MZ fk-ft] 13 3 Nl 0 .723 0 0 0 0 14 3 N2 0 2.385 0 0 0 0 15 3 N5 0 1.933 0 0 0 0 16 3 N4 0 -.092 0 0 0 0 17 3 Totals: 0 4.949 0 18 3 COG (ft): X: 12.582 Y:0 Z: 0 19 4 Nl 0 .415 0 0 0 0 20 4 N2 0 1.361 0 0 0 0 21 4 N5 0 1.104 0 0 0 0 22 4 N4 0 -.053 0 0 0 0 23 4 Totals: 0 2.827 0 24 4 COG (ft): X: 12.572 Y:0 Z: 0 Load Combinations 1 1.4D Yes Y 1 1.4 2 1.2D+1.6L Yes Y 1 1.2 2 1.6 3 D+L Yes Y 1 1 2 1 4 L Yes Y 2 1 Member Distributed Loads (BLC 1: DL) Member Label Direction Start Magnitudefk/ft.d.. .End Maanitudefk/ft.dea] Start Locationfft.%] End Locationfft.%] 1 RB3 Y -.022 -.113 0 0 2 RB3a Y -.113 -.132 0 0 3 RB3b Y -.022 0 0 0 4 RB3 Y -.015 -.015 0 10.5 5 RB3 Y -.015 -.03 10.5 0 6 RB3a Y -.03 -.03 0 0 7 RB3b Y -.015 -.015 0 0 Member Distributed Loads (BLC 2 :LL) Member Label Direction Start Magnitudefk/ft.d.. .End Magnitudefk/ftdea] Start Locationfft.%] End Locationfft.%] 1 RB3 Y -.03 -.15 0 0 2 RB3a Y -.15 -.175 0 0 3 RB3b Y -.03 0 0 0 4 RB3 Y -.02 -.02 0 10.5 5 RB3 Y -.02 -.04 10.5 0 6 RB3a Y -.04 -.04 0 0 7 RB3b Y -.02 -.02 0 0 Joint Loads and Enforced Displacements Joint Label L.D.M Direction Magnitudefk.k-ft in.rad k*s^2/ft] No Data to Print Member Point Loads Member Label Direction Magnitudefk.k-ft] Locationfft.%] No Data to Print, RISA-3D Version 7.0.2 [S:\...\...\...\Calcs\Upper Roof\18.5ft RB_Line-ef r3d] Page 3 Company Nov 12, 2007 Designer 2:13 PM Job Number: Checked By: Cold Formed Steel Properties Label E fksi] G fksi] Nu Therm (\1E5 F) Densityfk/ft''3] Yieldfksi] Ultimatefksi] 1 A570 33 29500 11346 .3 .65 .49 33 52 2 A607 CI 55 29500 11346 .3 .65 .49 55 70 Member Primary Data Label 1 Joint J Joint K Joint Rotate(degl Section/Shape Type Desian List Material Design Rules 1 RB3 Nl N2 CF1A Beam None A607 CI 55 TvDical 2 RB3a N2 N3 CF1A Beam None A607 C1 55 Tvpical 3 RB3b Nl N4 CF1A Beam None A607 CI 55 Typical Member Advanced Data Label 1 Release J Release 1 Offsetfin] J Offsetfin] T/C Only Physical TOM Inactive 1 RB3 Yes 2 RB3a Yes 3 RB3b Yes Member Section Deflections LC Member Label Sec x finl v finl z finl x Rotatefradl (n) L/v Ratio (n) L/z Ratio 1 1 RB3 1 0 0 0 0 NC NC 2 2 0 -.006 0 0 NC NC 3 3 0 0 0 0 NC NC 4 4 0 -.021 0 0 NC NC 5 5 0 0 0 0 NC NC 6 1 RB3a 1 0 0 0 0 NC NC 7 2 0 0 0 0 NC NC 8 3 0 0 0 0 NC NC 9 4 0 0 0 0 NC NC 10 5 0 -.002 0 0 NC NC 11 1 RB3b 1 0 0 0 0 NC NC 12 2 0 0 0 0 NC NC 13 3 0 0 0 0 NC NC 14 4 0 0 0 0 NC NC 15 5 0 0 0 0 NC NC 16 2 RB3 1 0 0 0 0 NC NC 17 2 0 -.014 0 0 NC NC 18 3 0 0 0 0 NC NC 19 4 0 -.05 0 0 4431.849 NC 20 5 0 0 0 0 NC NC 21 2 RB3a 1 0 0 0 0 NC NC 22 2 0 .002 0 0 NC NC 23 3 0 .001 0 0 NC NC 24 4 0 -.001 0 0 NC NC 25 5 0 -.005 0 0 7834.723 NC 26 2 RB3b 1 0 0 0 0 NC NC 27 2 0 .001 0 0 NC NC 28 3 0 .001 0 0 NC NC 29 4 0 0 0 0 NC NC 30 5 0 0 0 0 NC NC 31 3 RB3 1 0 0 0 0 NC NC 32 2 0 -.01 0 0 NC NC 33 3 0 0 0 0 NC NC 34 4 0 -.035 0 0 6330.013 NC 35 5 0 0 0 0 NC NC RISA-3D Version 7.0.2 [S:\...\...\...\Calcs\Upper Roof\18.5ft RB_Line-ef.r3d] Page 4 51? Company Nov 12, 2007 Designer 2:13 PM Job Number: Checked By: Member Section Deflections (Continued) 36 3 RB3a 1 0 0 0 0 NC NC 37 2 0 .002 0 0 NC NC 38 3 0 0 0 0 NC NC 39 4 0 -.001 0 0 NC NC 40 5 0 -.003 0 0 NC NC 41 3 RB3b 1 0 0 0 0 NC NC 42 2 0 0 0 0 NC NC 43 3 0 .001 0 0 NC NC 44 4 0 0 0 0 NC NC 45 5 0 0 0 0 NC NC 46 4 RB3 1 0 0 0 0 NC NC 47 2 0 -.006 0 0 NC NC 48 3 0 0 0 0 NC NC 49 4 0 -.02 0 0 NC NC 50 5 0 0 0 0 NC NC 51 4 RB3a 1 0 0 0 0 NC NC 52 2 0 0 0 0 NC NC 53 3 0 0 0 0 NC NC 54 4 0 0 0 0 NC NC 55 5 0 -.002 0 0 NC NC 56 4 RB3b 1 0 0 0 0 NC NC 57 2 0 0 0 0 NC NC 58 3 0 0 0 0 NC NC 59 4 0 0 0 0 NC NC 60 5 0 0 0 0 NC NC Member Section Forces (By Combination) LC Member Label Sec /Axialfk] y Shearfk] z Shearfk] Torquefk-ft] y-y Momentfk-.. z-z Momentfk-.. 1 1 RB3 1 0 .268 0 0 0 .305 2 2 0 -.045 0 0 0 -.267 3 3 0 .653 0 0 0 .952 4 4 0 .031 0 0 0 -.705 5 5 0 -.794 0 0 0 .981 6 1 RB3a 1 0 .64 0 0 0 .981 7 2 0 .488 0 0 0 .557 8 3 0 .33 0 0 0 .25 9 4 0 .168 0 0 0 .063 10 5 0 0 0 0 0 0 11 1 RB3b 1 0 .164 0 0 0 .305 12 2 0 .128 0 0 0 .196 13 3 0 .098 0 0 0 .111 14 4 0 .073 0 0 0 .048 15 5 0 .055 0 0 0 0 16 2 RB3 1 0 .641 0 0 0 .729 17 2 0 -.108 0 0 0 -.638 18 3 0 1.555 0 0 0 2.266 19 4 0 .073 0 0 0 -1.676 20 5 0 -1.885 0 0 0 2.329 21 2 RB3a 1 0 1.521 0 0 0 2.329 22 2 0 1.158 0 0 0 1.323 23 3 0 .784 0 0 0 .594 24 4 0 .398 0 0 0 .15 25 5 0 0 0 0 0 0 26 2 RB3b 1 0 .393 0 0 0 .729 27 2 0 .306 0 0 0 .468 28 3 0 .234 0 0 0 .267 RISA-3D Version 7.0.2 [S:\...\...\...\Calcs\Upper Roof\18.5ft RB_Line-ef.r3d] Page 5 Company Nov 12, 2007 Designer 2:13 PM Job Number : Checked By: Member Section Forces (By Combination) (Continued) LC Member Label Sec Axialfkl v Shearfkl z Shearfkl Torouefk-ftl v-v Momentfk-. .z-z Momentfk-... 29 4 0 .175 0 0 0 .114 30 5 0 .131 0 0 0 0 31 3 RB3 1 0 .449 0 0 0 .51 32 2 0 -.076 0 0 0 -.446 33 3 0 1.089 0 0 0 1.587 34 4 0 .051 0 0 0 -1.173 35 5 0 -1.32 0 0 0 1.63 36 3 RB3a 1 0 1.065 0 0 0 1.63 37 2 0 .811 0 0 0 .926 38 3 0 .549 0 0 0 .416 39 4 0 .279 0 0 0 .105 40 5 0 0 0 0 0 0 41 3 RB3b 1 0 .275 0 0 0 .51 42 2 0 .214 0 0 0 .328 43 3 0 .164 0 0 0 .187 44 4 0 .123 0 0 0 .08 45 5 0 .092 0 0 0 0 46 4 RB3 1 0 .257 0 0 0 .293 47 2 0 -.043 0 0 0 -.256 48 3 0 .622 0 0 0 .907 49 4 0 .029 0 0 0 -.67 50 5 0 -.753 0 0 0 .93 51 4 RB3a 1 0 .607 0 0 0 .93 52 2 0 .463 0 0 0 .528 53 3 0 .313 0 0 0 .237 54 4 0 .159 0 0 0 .06 55 5 0 0 0 0 0 0 56 4 RB3b 1 0 .158 0 0 0 .293 57 2 0 .123 0 0 0 .188 58 3 0 .094 0 0 0 .107 59 4 0 .07 0 0 0 .046 60 5 0 .053 0 0 0 0 Cold Formed Steel Section Sets Label Shape Type Design List Material Design Rules A fin2] lyy fin4] Izz fin4] J fin4] 1 1 CF1A |1000S250-54| Beam 1 None |A607_C1_55[ Tvoical 1 .896 1 .653 1 12.677 1 .000957 RISA-3D Version 7.0.2 [S:\...\...\...\Calcs\Upper Roof\18.5ft RB_Line-ef.r3d] Page 6 EL. .4k/ft ..35m ii»yijjjjjA 'N4 "Nl 'N5 'N2 Ok/ft ^N3 Loads: LC 2, 1.2D+1.6L Results for LC 1, 1.4D Nov 12, 2007 at 2:21 PM 18.5ft RB.r3d Company Nov 12,2007 Designer 2:21 PM Job Number: Checked By: Basic Load Cases BLC DescriDtion Cateaorv X Gravitv Y Gravitv Z Gravitv Joint Point Distributed Area (Member) Surface (... 1 DL DL 3 2 LL LL 3 Joint Boundary Conditions Joint Label Nl X fk/in] Reaction Y fk/in] Reaction Z fk/in] Reaction X Rot.fk-ft/rad] Reaction Y Rot.fk-ft/rad] Reaction Z Rot.fk-ft/rad] Footing N2 Reaction Reaction N5 Reaction Reaction N3 N4 Reaction Reaction Member Cold Formed Steel Code Checks LC Member Shape UC Max Locfft] Shear U. Locfft] Dir phi'Pnfk] phi'Tnfk] phi'Mny. ,phi*Mnz.. Cb Cmyy Cmzz Eqn 1 RB4 1200S250-.357 9.25 .139 25.283 62.518 .848 2.259 1 .85 C5.2.2. RB4a 1200S250-. .007 .017 25.283 62.518 1.832 12.623 .85 C5.2.2. RB4b 1200S250-.055 .110 25.283 62.518 1.832 12.623 .85 C5.2.2. RB4 1200S250-, .850 9.25 .332 25.283 62.518 .848 2.259 .85 C5.2.2. RB4a 1200S250-, .016 .042 25.283 62.518 1.832 12.623 .85 C5.2.2. RB4b 1200S250-.131 .262 25.283 62.518 1.832 12.623 .85 C5.2.2. RB4 1200S250-.595 9.25 .232 25.283 62.518 .848 2.259 .85 C5.2.2. RB4a 1200S250-.011 .029 25.283 62.518 1.832 12.623 .85 C5.2.2. RB4b 1200S250-.092 .183 25.283 62.518 1.832 12.623 .85 C5.2.2. 10 RB4 1200S250-.340 9.25 .133 25.283 62.518 .848 2.259 .85 C5.2.2. 11 RB4a 1200S250-.006 .017 25.283 62.518 1.832 12.623 .85 C5.2.2. 12 RB4b 1200S250-, .052 .105 25.283 62.518 1.832 12.623 .85 C5.2.2. Cold Formed Steel Design Parameters Label Shape Length Lbyyfft] Lbzzfft] Lcomp to... Lcomp bo Kyy Kzz Cm-yv Cm-zz Cb R y sway z sway RB4 CF1A 18.5 RB4a CF1A 3.5 RB4b CF1A Global Display Sections for Member Calcs 5 Max Internal Sections for Member Calcs 97 Include Shear Deformation Yes Include Warping Yes Area Load Mesh (in'^2) 144 Merge Tolerance (in) .12 P-Delta Analysis Tolerance 0.50% Vertical Axis Y Hot Rolled Steel Code AISC: ASD 9th Cold Formed Steel Code AISI 01: LRFD Wood Code NDS 91/97: ASD Wood Temperature < 100F Concrete Code ACI 2002 RISA-3D Version 7.0.2 [S:\...\...\...\Calcs\Upper Roof\18.5ft RB.r3d] Page 1 Company Designer Job Number Nov 12,2007 2:21 PM Checked By:_ Global, Continued Number of Shear Regions 4 Region Spacing Increment (in) 4 Biaxial Column Method PCA Load Contour Parme Beta Factor (PCA) .65 Concrete Stress Block Rectangular Use Cracked Sections Yes Bad Framing Warnings No Unused Force Warnings Yes Joint Coordinates and Temperatures 1 Nl 0 0 0 0 2 N2 18.5 0 0 0 3 N3 22 0 0 0 4 N4 -3 0 0 0 5 N5 9.25 0 0 0 Joint Deflections LC Joint Label Xfin] Yfin] Zfinl X Rotation frad] Y Rotation frad] Z Rotation frad] 1 1 N1 0 0 0 0 0 -1.33e-4 2 1 N2 0 0 0 0 0 1.456e-4 3 1 N3 0 .005 0 0 0 1.306e-4 4 1 N4 0 0 0 0 0 4.143e-6 5 1 N5 0 0 0 0 0 7.063e-5 6 2 Nl 0 0 0 0 0 -3.167e-4 7 2 N2 0 0 0 0 0 3.466e-4 8 2 N3 0 .013 0 0 0 3.11e-4 9 2 N4 0 0 0 0 0 9.863e-6 10 2 N5 0 0 0 0 0 1.682e-4 11 3 Nl 0 0 0 0 0 -2.217e-4 12 3 N2 0 0 0 0 0 2.426e-4 13 N3 0 .009 0 0 0 2.177e-4 14 3 N4 0 0 0 0 0 6.904e-6 15 3 N5 0 0 0 0 0 1.177e-4 16 4 N1 0 0 0 0 0 -1.267e-4 17 4 N2 0 0 0 0 0 1.387e-4 18 4 N3 0 .005 0 0 0 1.244e-4 19 4 N4 0 0 0 0 0 3.945e-6 20 4 N5 0 0 0 0 0 6.727e-5 Joint Reactions (By Combination) LC Joint Label Xfk] Yfk] Zfk] MX fk-ftl MY fk-ft] MZ fk-ft] 1 1 Nl 0 1.05 0 0 0 0 2 1 N2 0 .271 0 0 0 0 3 N5 0 .964 0 0 0 0 4 "l N4 0 .01 0 0 0 0 5 1 Totals: 0 2.294 0 6 1 COG (ft): X: 6.058 Y: 0 Z: 0 7 2 Nl 0 2.499 0 0 0 0 8 2 N2 0 .645 0 0 0 0 9 2 N5 0 2.295 0 0 0 0 10 2 N4 0 .024 0 0 0 0 11 2 Totals: 0 5.463 0 12 2 COG (ft): X: 6.058 Y: 0 Z: 0 RISA-3D Version 7.0.2 [S:\...\...\...\Calcs\Upper Roof\18.5ft RB.r3d] Page 2 Company Designer Job Number Nov 12, 2007 2:21 PM Checked By:_ Joint Reactions (By Combination) (Continued) LC Joint Label Xfk] Yfk] Zfk] MX fk-ft] MY fk-ft] MZ fk-ft] 13 3 Nl 0 1.749 0 0 0 0 14 3 N2 0 .451 0 0 0 0 15 3 N5 0 1.607 0 0 0 0 16 3 N4 0 .016 0 0 0 0 17 3 Totals: 0 3.824 0 13 3 COG (ft): X: 6.058 Y: 0 Z: 0 19 4 Nl 0 1 0 0 0 0 20 4 N2 0 .258 0 0 0 0 21 4 N5 0 .918 0 0 0 0 22 4 N4 0 .009 0 0 0 0 23 4 Totals: 0 2.185 0 24 4 COG (ft): X: 6.058 Y:0 Z: 0 Load Combinations 1 1.4D Yes Y 1 1.4 2 1.2D+1.6L Yes Y 1 1.2 2 1.6 3 D+L Yes Y 1 1 2 1 4 L Yes Y 2 1 Member Distributed Loads (BLC 1: DL) Member Label Direction Start Maqnitudefk/ft.d.. .End Magnitudefk/ft.deg] Start Locationfft.%] End Locationfft.%] 1 RB4 Y -.105 -.03 0 0 2 RB4a Y -.03 0 0 0 3 RB4b Y -.105 -.12 0 0 Member Distributed Loads (BLC 2 .LL) Member Label Direction Start Maqnitudefk/ft.d.. End Magnitudefk/ft.deg] Start Locationfft.%1 End Locationfft.%] 1 RB4 Y -.14 -.04 0 0 2 RB4a Y -.04 0 0 0 3 RB4b Y -.14 -.16 0 0 Joint Loads and Enforced Displacements Joint Label L.D.M Direction Maanitudefk.k-ft in.rad k*s'^2/ft] No Data to Print. Member Point Loads Member Label Direction Magnitudefk.k-ft] Locationfft.%] No Data to Print. Cold Formed Steel Properties Label E fksi] G fksi] Nu Therm (\1 E5 F) Densityfk/ft"3] Yieldfksi] Ultimatefksi] 1 A570 33 29500 11346 .3 .65 .49 33 52 2 A607 CI 55 29500 11346 .3 .65 .49 55 70 Member Primary Data Label 1 Joint J Joint K Joint Rotate(deq) Section/Shape Type Design List Material Design Rules 1 1 1 RB4 1 Nl N2 1 1 CF1A 1 Beam 1 None |A607_C1_55[ Typical 1 RISA-3D Version 7.0.2 [S:\...\...\...\Calcs\Upper RoofM8.5ft RB.r3d] Page 3 Company Nov 12, 2007 Designer 2:21 PM Job Number: Checked By: Member Primary Data (Continued) Label 1 Joint J Joint K Joint Rotate(dea) Section/Shaoe Tvoe Desian List Material Desian Rules 2 RB4a N2 N3 1 CF1A Beam None |A607_C1_55 Typical 3 RB4b Nl N4 1 CF1A Beam None IA607_C1_55 Typical Member Advanced Data Label 1 Release J Release 1 Offsetfin] J Offsetfin] T/C Only Physical TOM Inactive 1 RB4 Yes 2 RB4a Yes 3 RB4b Yes Member Section Deflections LQ Member Label Sec X fin] y [ill zfin] x Rotatefrad] (n) L/y Ratio (n) L/z Ratio 1 1 RB4 1 0 0 0 0 NC NC 2 2 0 -.008 0 0 NC NC 3 3 0 0 0 0 NC NC 4 4 0 -.004 0 0 NC NC 5 5 0 0 0 0 NC NC 6 1 RB4a 1 0 0 0 0 NC NC 7 2 0 .001 0 0 NC NC 8 3 0 .003 0 0 NC NC 9 4 0 .004 0 0 NC NC 10 5 0 .005 0 0 NC NC 11 1 RB4b 1 0 0 0 0 NC NC 12 2 0 0 0 0 NC NC 13 3 0 0 0 0 NC NC 14 4 0 0 0 0 NC NC 15 5 0 0 0 0 NC NC 16 2 RB4 1 0 0 0 0 NC NC 17 2 0 -.02 0 0 NC NC 18 3 0 0 0 0 NC NC 19 4 0 -.01 0 0 NC NC 20 5 0 0 0 0 NC NC 21 2 RB4a 1 0 0 0 0 NC NC 22 2 0 .003 0 0 NC NC 23 3 0 .007 0 0 NC NC 24 4 0 .01 0 0 NC NC 25 5 0 .013 0 0 NC NC 26 2 RB4b 1 0 0 0 0 NC NC 27 2 0 .001 0 0 NC NC 28 3 0 .001 0 0 NC NC 29 4 0 0 0 0 NC NC 30 5 0 0 0 0 NC NC 31 3 RB4 1 0 0 0 0 NC NC 32 2 0 -.014 0 0 NC NC 33 3 0 0 0 0 NC NC 34 4 0 -.007 0 0 NC NC 35 5 0 0 0 0 NC NC 36 3 RB4a 1 0 0 0 0 NC NC 37 2 0 .002 0 0 NC NC 38 3 0 .005 0 0 NC NC 39 4 0 .007 0 0 NC NC 40 5 0 .009 0 0 NC NC 41 3 RB4b 1 0 0 0 0 NC NC 42 2 0 0 0 0 NC NC 43 3 0 0 0 0 NC NC 44 4 0 0 0 0 NC NC RISA-3D Version 7.0.2 [S:\ \ \ \Calcs\Upper RoofM8.5ft RB.r3d] Page 4 Company Nov 12, 2007 Designer 2:21 PM Job Number: Checked By: Member Section Deflections (Continued) LC Member Label Sec x finl vfinl zfinl x Rotatefradl (n) L/v Ratio (n) L/z Ratio 45 5 0 0 0 0 NC NC 46 4 RB4 1 0 0 0 0 NC NC 47 2 0 -.008 0 0 NC NC 48 3 0 0 0 0 NC NC 49 4 0 -.004 0 0 NC NC 50 5 0 0 0 0 NC NC 51 4 RB4a 1 0 0 0 0 NC NC 52 2 0 .001 0 0 NC NC 53 3 0 .003 0 0 NC NC 54 4 0 .004 0 0 NC NC 55 5 0 .005 0 0 NC NC 56 4 RB4b 1 0 0 0 0 NC NC 57 2 0 0 0 0 NC NC 58 3 0 0 0 0 NC NC 59 4 0 0 0 0 NC NC 60 5 0 0 0 0 NC NC Member Section Forces (By Combination) LC Member Label Sec Axialfkl v Shearfkl z Shearfkl Torouefk-ftl v-v Momentfk-.. z-z Momentfk-... 1 1 RB4 1 0 .587 0 0 0 .695 2 2 0 -.032 0 0 0 -.541 3 3 0 -.53 0 0 0 .806 4 4 0 .058 0 0 0 -.284 5 5 0 -.197 0 0 0 .086 6 1 RB4a 1 0 .073 0 0 0 .086 7 2 0 .041 0 0 0 .036 8 3 0 .018 0 0 0 .011 9 4 0 .005 0 0 0 .001 10 5 0 0 0 0 0 0 11 1 RB4b 1 0 .463 0 0 0 .695 12 2 0 .35 0 0 0 .39 13 3 0 .234 0 0 0 .17 14 4 0 .114 0 0 0 .039 15 5 0 -.01 0 0 0 0 16 2 RB4 1 0 1.397 0 0 0 1.654 17 2 0 -.077 0 0 0 -1.288 18 3 0 -1.262 0 0 0 1.92 19 4 0 .137 0 0 0 -.676 20 5 0 -.47 0 0 0 .204 21 2 RB4a 1 0 .175 0 0 0 .204 22 2 0 .098 0 0 0 .086 23 3 0 .044 0 0 0 .026 24 4 0 .011 0 0 0 .003 25 5 0 0 0 0 0 0 26 2 RB4b 1 0 1.101 0 0 0 1.654 27 2 0 .834 0 0 0 .928 28 3 0 .558 0 0 0 .405 29 4 0 .272 0 0 0 .094 30 5 0 -.024 0 0 0 0 31 3 RB4 1 0 .978 0 0 0 1.158 32 2 0 -.054 0 0 0 -.902 33 3 0 -.883 0 0 0 1.344 34 4 0 .096 0 0 0 -.473 35 5 0 -.329 0 0 0 .143 36 3 RB4a 1 0 .123 0 0 0 .143 37 2 0 .069 0 0 0 .06 RISA-3D Version 7.0.2 [S:\...\...\...\Calcs\Upper Roof\18.5ft RB.r3d] Page 5 C':. < Company Nov 12, 2007 Designer 2:21 PM Job Number: Checked By: Member Section Forces (By Combination) (Continued) 38 3 0 .031 0 0 0 .018 39 4 0 .008 0 0 0 .002 40 5 0 0 0 0 0 0 41 3 RB4b 1 0 .771 0 0 0 1.158 42 2 0 .584 0 0 0 .65 43 3 0 .39 0 0 0 .284 44 4 0 .19 0 0 0 .066 45 5 0 -.016 0 0 0 0 46 4 RB4 1 0 .559 0 0 0 .662 47 2 0 -.031 0 0 0 -.515 48 3 0 -.505 0 0 0 .768 49 4 0 .055 0 0 0 -.27 50 5 0 -.188 0 0 0 .082 51 4 RB4a 1 0 .07 0 0 0 .082 52 2 0 .039 0 0 0 .034 53 3 0 .017 0 0 0 .01 54 4 0 .004 0 0 0 .001 55 5 0 0 0 0 0 0 56 4 RB4b 1 0 .441 0 0 0 .662 57 2 0 .334 0 0 0 .371 58 3 0 .223 0 0 0 .162 59 4 0 .109 0 0 0 .037 60 5 0 -.009 0 0 0 0 Cold Formed Steel Section Sets Label Shape Type Design List Material Design Rules A fin2] lyy fin4] Izz fin4] J tin4] CF1A |1200S250-68| Beam None |A607_ci_55| Typical I 1.263 .836 24.484 .002 RISA-3D Version 7.0.2 [S:\...\...\...\Calcs\Upper Roof\18.5ft RB.r3d] Page 6 EL. -.163k/ft -.281k/ft -.328k/ft j^IIlUliiIlI|iiiJi-]I^^ ^N1 Loads: LC 2, 1.2D+1.6L Results for LCI, 1.4D Nov 12, 2007 at 2:39 PM 13ft RB.rSd 1^ Company Nov 12,2007 Designer 2:39 PM Job Number : Checked By: Basic Load Cases BLC Description Category X Gravity Y Gravity Z Gravity Joint Point Distributed Area (Member) Surface (... 1 DL DL 2 2 LL LL 2 1 Joint Boundary Conditions Joint Label X fk/in] Y fk/in] Z fk/in] X Rot.fk-fVrad] Y Rot.fk-ft/rad] Z Rot.fk-ft/rad] Footing Nl Reaction Reaction Reaction Reaction Reaction N2 Reaction Reaction N3 Reaction Reaction Member Cold Formed Steel Code Checks LC Member Shaoe UCMax Locfftl Shear U... Locfftl Dir ohi'Pnfkl Dhi*Tnfkl Dhi*Mnv...Dhi*Mnz... Cb Cmyy Cmzz Ean 1 1 RB5 600S250-54 .378 10 .144 10 Y 17.452 33.165 .99 2.501 1 .6 .85 C5.2.2.. 2 1 RB5a 600S250-54 .207 0 .118 0 Y 17.452 33.165 1.407 4.566 1 .6 .85 C5.2.2.. 3 2 RB5 600S250-54 .878 10 .333 10 Y 17.452 33.165 .99 2.501 1 .6 .85 C5.2.2.. 4 2 RB5a 600S250-54 .481 0 .274 0 Y 17.452 33.165 1.407 4.566 1 .6 .85 C5.2.2.. 5 3 RB5 600S250-54 .616 10 .234 10 Y 17.452 33.165 .99 2.501 1 .6 .85 C5.2.2.. 6 3 RB5a 600S250-54 .337 0 .193 0 Y 17.452 33.165 1.407 4.566 1 .6 .85 C5.2.2.. 7 4 RB5 600S250-54 .346 10 .131 10 Y 17.452 33.165 .99 2.501 1 .6 .85 C5.2.2.. 8 4 RB5a 600S250-54 .189 0 .108 0 Y 17.452 33.165 1.407 4.566 1 .6 .85 C5.2.2.. Cold Formed Steel Design Parameters Label Shape Lenath.. Lbyyfft] Lbzzfft] Lcomp to... Lcomp bo.. Kyy Kzz Cm-yy Cm-zz Cb R y sway z sway 1 RB5 CF1A 10 2 1 2 RB5a CF1A 3 2 1 Global Display Sections for Member Calcs 5 Max Internal Sections for Member Calcs 97 Include Shear Deformation Yes Include Warping Yes Area Load Mesh (in'^2) 144 Merge Tolerance (in) .12 P-Delta Analysis Tolerance 0.50% Vertical Axis Y Hot Rolled Steel Code AISC: ASD 9th Cold Formed Steel Code AISI 01: LRFD Wood Code NDS 91/97: ASD Wood Temperature < 100F Concrete Code ACI2002 Number of Shear Regions 4 Region Spacing Increment (in) 4 Biaxial Column Method PCA Load Contour Parme Beta Factor (PCA) .65 Concrete Stress Block Rectangular Use Cracked Sections Yes Bad Framing Warnings No Unused Force Warnings Yes RISA-3D Version 7.0.2 [S:\...\...\...\Calcs\Upper RoofM3ft RB.r3d] Page 1 Company Nov 12, 2007 Designer 2:39 PM Job Number: Checked By: Label Xfft] Yfft] Zfft] Temp fF] Detach From Diap... 1 N1 0 0 0 0 2 N2 10 0 0 0 3 N3 13 0 0 0 Joint Deflections LC Joint Label Xfin] Yfin] Zfinl X Rotation frad] Y Rotation frad] Z Rotation frad] 1 1 Nl 0 0 0 0 0 -3.005e-3 2 1 N2 0 0 0 0 0 1.125e-3 3 1 N3 0 0 0 0 0 -3.118e-4 4 2 Nl 0 0 0 0 0 -6.997e-3 5 2 N2 0 0 0 0 0 2.61e-3 6 2 N3 0 0 0 0 0 -7.228e-4 7 3 Nl 0 0 0 0 0 -4.91e-3 8 3 N2 0 0 0 0 0 1.832e-3 9 3 N3 0 0 0 0 0 -5.074e-4 10 4 Nl 0 0 0 0 0 -2.763e-3 11 4 N2 0 0 0 0 0 1.029e-3 12 4 N3 0 0 0 0 0 -2.847e-4 Joint Reactions (By Combination) LC Joint Label Xfk] Yfk] Zfk] MX fk-ftl MY fk-ft] MZ fk-ft] 1 1 Nl 0 .338 0 0 0 0 2 •] N2 0 1.125 0 0 0 0 3 1 N3 0 -.114 0 0 0 0 4 1 Totals: 0 1.349 0 5 1 COG (ft): X: 7.24 Y: 0 Z: 0 6 2 Nl 0 .791 0 0 0 0 7 2 N2 0 2.604 0 0 0 0 8 2 N3 0 -.263 0 0 0 0 9 2 Totals: 0 3.133 0 10 2 COG (ft): X: 7.221 Y: 0 Z: 0 11 3 Nl 0 .555 0 0 0 0 12 3 N2 0 1.829 0 0 0 0 13 3 N3 0 -.185 0 0 0 0 14 3 Totals: 0 2.199 0 15 3 COG (ft): X: 7.223 Y: 0 Z: 0 16 4 Nl 0 .313 0 0 0 0 17 4 N2 0 1.025 0 0 0 0 18 4 N3 0 -.103 0 0 0 0 19 4 Totals: 0 1.235 0 20 4 COG (ft): X: 7.211 Y: 0 Z: 0 Load Combinations 1 1.4D Yes Y 1 1.4 2 1.2D+1.6L Yes Y 1 1.2 2 1.6 3 D+L Yes Y 1 1 2 1 4 L Yes Y 2 1 RISA-3D Version 7.0.2 [S:\...\...\...\Calcs\Upper RoofM3ft RB.r3d] Page 2 e:>\ Company Designer Job Number Nov 12,2007 2:39 PM Checked By:_ Member Distributed Loads (BLC 1: DL) Member Label Direction Start Magnitudefk/ft.d.. .End Maanitudefk/ft.dea] Start Locationfft.%] End Locationfft.%1 1 RB5 Y -.049 -.087 0 0 2 RB5a Y -.087 -.1 0 0 Member Distributed Loads (BLC 2 :LL) Member Label Direction start Maanitudefk/ft.d.. End Magnitudefk/ft.deg] Start Locationfft.%1 End Locationfft.%1 1 RB5 Y -.065 -.11 0 0 2 RB5a Y -.11 -.13 0 0 Joint Loads and Enforced Displacements Joint Label L.D.M Direction Magnitudefk.k-ft in.rad k*s''2/ft] No Data to Print, Member Point Loads Member Label Direction Magnitudefk.k-ft] Locationfft.%] No Data to Print. Cold Formed Steel Properties Label E fksi] G fksi] Nu Therm (\1 E5 F) Densityfk/ft''31 Yieldfksi] Ultimatefksi] 1 A570 33 29500 11346 .3 .65 .49 33 52 2 A607 CI 55 29500 11346 .3 .65 .49 55 70 Member Primary Data Label 1 Joint J Joint K Joint Rotate(deg) Section/Shape Tvpe Design List Material Desian Rules 1 RB5 Nl N2 CF1A Beam None A607_C1_55 Typical 1 2 RB5a N2 N3 CF1A Beam None A607 C1 55 Typical 1 Member Advanced Data Label 1 Release J Release 1 Offsetfin] J Offsetfin] T/C Only Physical TOM Inactive 1 RB5 1 Yes 2 RB5a 1 Yes Member Section Deflections LC Member Label Sec X fin] V fin] z fin] X Rotatefrad] (n) L/y Ratio (n) L/z Ratio 1 1 RB5 1 0 0 0 0 NC NC 2 2 0 -.078 0 0 1546.594 NC 3 3 0 -.1 0 0 1198.573 NC 4 4 0 -.058 0 0 2059.144 NC 5 5 0 0 0 0 NC NC 6 1 RB5a 1 0 0 0 0 NC NC 7 2 0 .006 0 0 6388.712 NC 8 3 0 .006 0 0 5959.71 NC 9 4 0 .004 0 0 NC NC 10 5 0 0 0 0 NC NC 11 2 RB5 1 0 0 0 0 NC NC 12 2 0 -.181 0 0 664.63 NC 13 3 0 -.233 0 0 515.595 NC 14 4 0 -.135 0 0 886.775 NC RISA-3D Version 7.0.2 [S:\...\...\...\Calcs\Upper RoofM3ft RB.r3d] Page 3 Company Nov 12, 2007 Designer 2:39 PM Job Number: Checked By: Member Section Deflections (Continued) LC Member Label Sec x finl vfinl zfinl x Rotatefradl (n) L/v Ratio (n) L/z Ratio 15 5 0 0 0 0 NC NC 16 2 RB5a 1 0 0 0 0 NC NC 17 2 0 .013 0 0 2753.698 NC 18 3 0 .014 0 0 2569.122 NC 19 4 0 .008 0 0 4329.545 NC 20 5 0 0 0 0 NC NC 21 3 RB5 1 0 0 0 0 NC NC 22 2 0 -.127 0 0 947.119 NC 23 3 0 -.163 0 0 734.658 NC 24 4 0 -.095 0 0 1263.388 NC 25 5 0 0 0 0 NC NC 26 3 RB5a 1 0 0 0 0 NC NC 27 2 0 .009 0 0 3922.82 NC 28 3 0 .01 0 0 3659.829 NC 29 4 0 .006 0 0 6167.494 NC 30 5 0 0 0 0 NC NC 31 4 RB5 1 0 0 0 0 NC NC 32 2 0 -.071 0 0 1683.531 NC 33 3 0 -.092 0 0 1306.795 NC 34 4 0 -.053 0 0 2249.023 NC 35 5 0 0 0 0 NC NC 36 4 RB5a 1 0 0 0 0 NC NC 37 2 0 .005 0 0 6987.422 NC 38 3 0 .006 0 0 6519.567 NC 39 4 0 .003 0 0 NC NC 40 5 0 0 0 0 NC ^ NC Member Section Forces (By Combination) LC Member Label Sec /Axialfkl y Shearfkl z Shearfkl Torauefk-ftl v-v Momentfk-.. z-z Momentfk-... 1 1 RB5 1 0 .338 0 0 0 0 2 2 0 .15 0 0 0 -.617 3 3 0 -.072 0 0 0 -.721 4 4 0 -.328 0 0 0 -.228 5 5 0 -.617 0 0 0 .946 6 1 RB5a 1 0 .508 0 0 0 .946 7 2 0 .414 0 0 0 .6 8 3 0 .318 0 0 0 .325 9 4 0 .218 0 0 0 .125 10 5 0 .114 0 0 0 0 11 2 RB5 1 0 .791 0 0 0 0 12 2 0 .348 0 0 0 -1.439 13 3 0 -.17 0 0 0 -1.676 14 4 0 -.762 0 0 0 -.526 15 5 0 -1.428 0 0 0 2.195 16 2 RB5a 1 0 1.177 0 0 0 2.195 17 2 0 .962 0 0 0 1.393 18 3 0 .738 0 0 0 .755 19 4 0 .505 0 0 0 .289 20 5 0 .263 0 0 0 0 21 3 RB5 1 0 .555 0 0 0 0 22 2 0 .244 0 0 0 -1.01 23 3 0 -.119 0 0 0 -1.176 24 4 0 -.535 0 0 0 -.37 25 5 0 -1.002 0 0 0 1.541 26 3 RB5a 1 0 .826 0 0 0 1.541 27 2 0 .675 0 0 0 .978 RISA-3D Version 7.0.2 [S:\...\...\...\Calcs\Upper Roof\13ft RB.r3d] Page 4 ^3 Company Nov 12, 2007 Designer 2:39 PM Job Number: Checked By: Member Section Forces (By Combination) (Continued) 28 3 0 .518 0 0 0 .53 29 4 0 .354 0 0 0 .203 30 5 0 .185 0 0 0 0 31 4 RB5 1 0 .313 0 0 0 0 32 2 0 .137 0 0 0 -.569 33 3 0 -.068 0 0 0 -.661 34 4 0 -.301 0 0 0 -.207 35 5 0 -.562 0 0 0 .865 36 4 RB5a 1 0 .463 0 0 0 .865 37 2 0 .379 0 0 0 .549 38 3 0 .291 0 0 0 .298 39 4 0 .199 0 0 0 .114 40 5 0 .103 0 0 0 0 Cold Formed Steel Section Sets Label Shape Type Design List Material Design Rules Afin2] lyy fin41 Izz fin4] J fin4] 1 I CF1A [600S250-54[ Beam I None |A607_ci_55[ Typical .67 .562 3.819 I .000715 RISA-3D Version 7.0.2 [S:\...\...\...\Calcs\Upper RooA13ft RB.r3d] Page 5 EL. -.Ik/ft -.Ik/ft -.Ik/ft N3 N4 Loads: LC 2, 1.2D+1.6L Results for LC 1, 1.4D Nov 12, 2007 at 2:06 PM ridgebm 12.5ftJoists on south side.. Company Designer Job Number Nov 12, 2007 2:06 PM Checked By:_ Basic Load Cases BLC Description Category X Gravity Y Gravity Z Gravity Joint Point Distributed Area (Member) Surface (... 1 DL DL 3 2 LL LL 3 Joint Boundary Conditions Joint Label X fk/in] Y fk/in] Z fk/in] X Rot.fk-ft/rad] Y Rot.fk-ft/rad] Z Rot.fk-ft/rad] Footing 1 N1 Reaction Reaction Reaction Reaction Reaction 2 N2 Reaction Reaction 3 N3 Reaction Reaction Member Cold Formed Steel Code Checks LC Member Shape UC Max Locfft] Shear U. Locfft] Dir phi'Pnfk] phi'Tnfk] phi*Mny. phi*Mnz. Cb Cmyy Cmzz Eqn 1 RJ1 600S200-43 .311 10 .115 10 3.341 24.354 .529 1.229 1 C5.2.2. RJIa 600S200-43 .140 .082 12.46 24.354 .745 2.733 .85 C5.2.2. RJIb 600S200-43 .025 .039 12.46 24.354 .791 3.37 .85 C5.2.2. RJ1 600S200-43 .740 10 .275 10 3.341 24.354 .529 1.229 C5.2.2. RJ1a 600S200-43 .333 .194 12.46 24.354 .745 2.733 .85 C5.2.2. RJIb 600S200-43 .059 .093 12.46 24.354 .791 3.37 .85 C5.2.2. RJ1 600S200-43 .518 10 .192 10 3.341 24.354 .529 1.229 C5.2.2. RJIa 600S200-43 .233 .136 12.46 24.354 .745 2.733 .85 C5.2.2. RJIb 600S200-43 .042 .065 12.46 24.354 .791 3.37 .85 C5.2.2. 10 RJ1 600S200-43 .296 10 .110 10 3.341 24.354 .529 1.229 C5.2.2. 11 RJIa 600S200-43 .133 .078 12.46 24.354 .745 2.733 .85 C5.2.2. 12 RJIb 600S200-43 .024 .037 12.46 24.354 .791 3.37 .85 C5.2.2. Cold Formed Steel Design Parameters Label Shape Length Lbyyfft] Lbzzfft] Lcomp to.. . Lcomp bo _Kyy. Kzz Cm-yv Cm-zz Cb R y sway z sway RJ1 CF1A 10 RJIa CF1A RJIb CF1A Global Display Sections for Member Calcs 5 Max Internal Sections for Member Calcs 97 Include Shear Deformation Yes Include Warping Yes Area Load Mesh (in'^2) 144 Merge Tolerance (in) .12 P-Delta Analysis Tolerance 0.50% Vertical Axis Y Hot Rolled Steel Code AISC: ASD 9th Cold Formed Steel Code AISI 01: LRFD Wood Code NDS 91/97: ASD Wood Temperature < 100F Concrete Code ACI 2002 RISA-3D Version 7.0.2 [S:\...\...\...\Calcs\Upper Roof\ridgebm 12.5ftJoists on south side.r3d] Page 1 Company Nov 12, 2007 Designer 2:06 PM Job Number: Checked By: Global, Continued Number of Shear Regions 4 Region Spacing Increment (in) 4 Biaxial Column Method PCA Load Contour Parme Beta Factor (PCA) .65 Concrete Stress Block Rectangular Use Cracked Sections Yes Bad Framing Warnings No Unused Force Warnings Yes Joint Coordinates and Temperatures 1 Nl 0 0 0 0 2 N2 10 0 0 0 3 N3 16 0 0 0 4 N4 18 0 0 0 Joint Deflections LC Joint Label Xfin] Yfin] Zfin] X Rotation frad] Y Rotation frad] Z Rotation frad] 1 1 Nl 0 0 0 0 0 0 2 1 N2 0 0 0 0 0 8.744e-4 3 1 N3 0 0 0 0 0 -2.923e-4 4 1 N4 0 -.009 0 0 0 -3.942e-4 5 2 Nl 0 0 0 0 0 0 6 2 N2 0 0 0 0 0 2.082e-3 7 2 N3 0 0 0 0 0 -6.96e-4 8 2 N4 0 -.022 0 0 0 -9.386e-4 9 3 Nl 0 0 0 0 0 0 10 3 N2 0 0 0 0 0 1.457e-3 11 3 N3 0 0 0 0 0 -4.872e-4 12 3 N4 0 -.015 0 0 0 -6.57e-4 13 4 N1 0 0 0 0 0 0 14 4 N2 0 0 0 0 0 8.328e-4 15 4 N3 0 0 0 0 0 -2.784e-4 16 4 N4 0 -.009 0 0 0 -3.754e-4 Joint Reactions (By Combination) LC Joint Label Xfk] Yfk] Zfk] MX fk-ft] MY fk-ft] MZ fk-ft] 1 Nl 0 .172 0 0 0 0 2 1 N2 0 .424 0 0 0 0 3 N3 0 .16 0 0 0 0 4 1 Totals: 0 .756 0 5 1 COG (ft): X: 9 Y: 0 Z: 0 6 2 Nl 0 .409 0 0 0 0 7 2 N2 0 1.009 0 0 0 0 8 2 N3 0 .382 0 0 0 0 9 2 Totals: 0 1.8 0 10 2 COG (ft): X: 9 Y: 0 Z: 0 11 3 Nl 0 .286 0 0 0 0 12 3 N2 0 .706 0 0 0 0 13 3 N3 0 .267 0 0 0 0 14 3 Totals: 0 1.26 0 15 3 COG (ft): X: 9 Y: 0 Z: 0 16 4 Nl 0 .164 0 0 0 0 17 4 N2 0 .404 0 0 0 0 RISA-3D Version 7.0.2 [S:\...\...\...\Calcs\Upper Roof\ridgebm 12.5ftJoists on south side.r3d] Page 2 Company Nov 12, 2007 Designer 2:06 PM Job Number : Checked By: Joint Reactions (By Combination) (Continued) LC Joint Label Xfkl Yfkl Zfkl MX fk-ftl MY fk-ftl MZ fk-ftl 18 4 N3 0 .153 0 0 0 0 19 4 Totals: 0 .72 0 20 4 COG (ft): X: 9 Y: 0 Z: 0 Load Combinations 1 1.4D Yes Y 1 1.4 2 1.2D+1.6L Yes Y 1 1.2 2 1.6 3 D+L Yes Y 1 1 2 1 4 L Yes Y 2 1 Member Distributed Loads (BLC 1: DL) Member Label Direction Start Maanitudefk/ft.d.. .End Maanitudefk/ft.deg] Start Locationfft.%] End Locationfft.%1 1 RJ1 Y -.03 -.03 0 0 2 RJIa Y -.03 -.03 0 0 3 RJIb Y -.03 -.03 0 0 Member Distributed Loads (BLC 2 ;LL) Member Label Direction start Maqnitudefk/ft.d.. End Maqnitudefk/ft.dea] Start Locationfft.%1 End Locationfft.%] 1 RJ1 Y -.04 -.04 0 0 2 RJIa Y -.04 -.04 0 0 3 RJIb Y -.04 -.04 0 0 Joint Loads and Enforced Displacements Joint Label L.D.M Direction Magnitudefk.k-ft in.rad k*s''2/ftl No Data to Print Member Point Loads Member Label Direction Magnitudefk.k-ft] Locationfft.%] No Data to Print.. Cold Formed Steel Properties Label E fksi] G fksi] Nu Therm (\1E5 F) Densityfk/ft'^3] Yieldfksil Ultimatefksi] 1 1 A570 33 29500 11346 .3 .65 .49 33 52 1 2 A607 CI 55 29500 11346 .3 .65 .49 55 70 Member Primary Data Label 1 Joint J Joint K Joint Rotate(deg) Section/Shape Type Design List Material Design Rules 1 RJ1 Nl N2 CF1A Beam None A607 C1 55 Tvoical 2 RJIa N2 N3 CF1A Beam None A607_C1_55 Tvpical 3 RJIb N3 N4 CF1A Beam None A607 CI 55 Tvpical Member Advanced Data Label 1 Release J Release 1 Offsetfin] J Offsetfin] T/C Only Physical TOM Inactive 1 RJ1 BenPIN Yes 2 RJIa Yes 3 RJIb Yes RISA-3D Version 7.0.2 [S:\...\...\...\Calcs\Upper Roof\ridgebm 12.5ftJoists on south side.r3d] Page 3 Company Nov 12, 2007 Designer 2:06 PM Job Number: Checked By: Member Section Deflections LC Member Label Sec X fin] V fin] zfin] X Rotatefrad] (n) L/y Ratio (n) L/z Ratio 1 1 RJ1 1 0 0 0 0 NC NC 2 2 0 -.053 0 0 2285.232 NC 3 3 0 -.067 0 0 1782.999 NC 4 4 0 -.039 0 0 3038.92 NC 5 5 0 0 0 0 NC NC 6 1 RJIa 1 0 0 0 0 NC NC 7 2 0 .008 0 0 9041.376 NC 8 3 0 .007 0 0 9721.482 NC 9 4 0 .004 0 0 NC NC 10 5 0 0 0 0 NC NC 11 1 RJIb 1 0 0 0 0 NC NC 12 2 0 -.002 0 0 NC NC 13 3 0 -.004 0 0 5501.495 NC 14 4 0 -.007 0 0 3532.317 NC 15 5 0 -.009 0 0 2591.85 NC 16 2 RJ1 1 0 0 0 0 NC NC 17 2 0 -.125 0 0 959.797 NC 18 3 0 -.16 0 0 748.86 NC 19 4 0 -.094 0 0 1276.346 NC 20 5 0 0 0 0 NC NC 21 2 RJIa 1 0 0 0 0 NC NC 22 2 0 .019 0 0 3797.378 NC 23 3 0 .018 0 0 4083.022 NC 24 4 0 .01 0 0 7021.853 NC 25 5 0 0 0 0 NC NC 26 2 RJIb 1 0 0 0 0 NC NC 27 2 0 -.005 0 0 4917.337 NC 28 3 0 -.01 0 0 2310.628 NC 29 4 0 -.016 0 0 1483.573 NC 30 5 0 -.022 0 0 1088.577 NC 31 3 RJ1 1 0 0 0 0 NC NC 32 2 0 -.088 0 0 1371.139 NC 33 3 0 -.112 0 0 1069.8 NC 34 4 0 -.066 0 0 1823.352 NC 35 5 0 0 0 0 NC NC 36 3 RJIa 1 0 0 0 0 NC NC 37 2 0 .013 0 0 5424.826 NC 38 3 0 .012 0 0 5832.889 NC 39 4 0 .007 0 0 NC NC 40 5 0 0 0 0 NC NC 41 3 RJIb 1 0 0 0 0 NC NC 42 2 0 -.003 0 0 7024.767 NC 43 3 0 -.007 0 0 3300.897 NC 44 4 0 -.011 0 0 2119.39 NC 45 5 0 -.015 0 0 1555.11 NC 46 4 RJ1 1 0 0 0 0 NC NC 47 2 0 -.05 0 0 2399.493 NC 48 3 0 -.064 0 0 1872.149 NC 49 4 0 -.038 0 0 3190.866 NC 50 5 0 0 0 0 NC NC 51 4 RJIa 1 0 0 0 0 NC NC 52 2 0 .008 0 0 9493.445 NC 53 3 0 .007 0 0 NC NC 54 4 0 .004 0 0 NC NC 55 5 0 0 0 0 NC NC 56 4 RJIb 1 0 0 0 0 NC NC RISA-3D Version 7.0.2 [S:\...\...\...\Calcs\Upper Roof\ridgebm 12.5ftJoists on south side.r3d] Page 4 Company Nov 12,2007 Designer 2:06 PM Job Number: Checked By: Member Section Deflections (Continued) LC Member Label Sec x finl vfinl zfinl x Rotatefradl (n) L/v Ratio (n) L/z Ratio 57 2 0 -.002 0 0 NC NC 58 3 0 -.004 0 0 5776.57 NC 59 4 0 -.006 0 0 3708.933 NC 60 5 0 -.009 0 0 2721.443 NC Member Section Forces (By Combination) LC Member Label Sec Axialfkl v Shearfkl z Shearfkl Torouefk-ftl v-v Momentfk-.. z-z Momentfk-.. 1 1 RJ1 1 0 .172 0 0 0 0 2 2 0 .067 0 0 0 -.298 3 3 0 -.038 0 0 0 -.334 4 4 0 -.143 0 0 0 -.107 5 5 0 -.248 0 0 0 .382 6 1 RJIa 1 0 .176 0 0 0 .382 7 2 0 .113 0 0 0 .166 8 3 0 .05 0 0 0 .044 9 4 0 -.013 0 0 0 .017 10 5 0 -.076 0 0 0 .084 11 1 RJIb 1 0 .084 0 0 0 .084 12 2 0 .063 0 0 0 .047 13 3 0 .042 0 0 0 .021 14 4 0 .021 0 0 0 .005 15 5 0 0 0 0 0 0 16 2 RJ1 1 0 .409 0 0 0 0 17 2 0 .159 0 0 0 -.71 18 3 0 -.091 0 0 0 -.796 19 4 0 -.341 0 0 0 -.256 20 5 0 -.591 0 0 0 .909 21 2 RJIa 1 0 .418 0 0 0 .909 22 2 0 .268 0 0 0 .394 23 3 0 .118 0 0 0 .104 24 4 0 -.032 0 0 0 .04 25 5 0 -.182 0 0 0 .2 26 2 RJIb 1 0 .2 0 0 0 .2 27 2 0 .15 0 0 0 .113 28 3 0 .1 0 0 0 .05 29 4 0 .05 0 0 0 .013 30 5 0 0 0 0 0 0 31 3 RJ1 1 0 .286 0 0 0 0 32 2 0 .111 0 0 0 -.497 33 3 0 -.064 0 0 0 -.557 34 4 0 -.239 0 0 0 -.179 35 5 0 -.414 0 0 0 .636 36 3 RJIa 1 0 .293 0 0 0 .636 37 2 0 .188 0 0 0 .276 38 3 0 .083 0 0 0 .073 39 4 0 -.022 0 0 0 .028 40 5 0 -.127 0 0 0 .14 41 3 RJIb 1 0 .14 0 0 0 .14 42 2 0 .105 0 0 0 .079 43 3 0 .07 0 0 0 .035 44 4 0 .035 0 0 0 .009 45 5 0 0 0 0 0 0 46 4 RJ1 1 0 .164 0 0 0 0 47 2 0 .064 0 0 0 -.284 48 3 0 -.036 0 0 0 -.318 49 4 0 -.136 0 0 0 -.102 RISA-3D Version 7.0.2 [S:\...\...\...\Calcs\Upper RooAridgebm 12.5ftJoists on south side.r3d] Page 5 Company Designer Job Number Nov 12, 2007 2:06 PM Checked By:_ Member Section Forces (By Combination) (Continued) 50 5 0 -.236 0 0 0 .364 51 4 RJIa 1 0 .167 0 0 0 .364 52 2 0 .107 0 0 0 .158 53 3 0 .047 0 0 0 .042 54 4 0 -.013 0 0 0 .016 55 5 0 -.073 0 0 0 .08 56 4 RJIb 1 0 .08 0 0 0 .08 57 2 0 .06 0 0 0 .045 58 3 0 .04 0 0 0 .02 59 4 0 .02 0 0 0 .005 60 5 0 0 0 0 0 0 Cold Formed Steel Section Sets Label Shape Type Design List Material Design F^ules Afin2] lyy fin4] Izz fin4] J fin4] CF1A 1600S200-431 Beam None [A607_C1_55| Typical .492 .268 2.683 I .000334 RISA-3D Version 7.0.2 [S:\...\...\...\Calcs\Upper Roof\ridgebm 12.5ftJoists on south side.r3d] Page 6 EL. .3k/ft iA.V.W..'iV/,V..'.lI N4 -.Ik/ft RR„h 'N2 Ok/ft 'N3 Loads: LC 2, 1.2D+1.6L Results for LC 2, 1.2D+1.6L Nov 12, 2007 at 2:10 PM 20.5ft RB.r3d Company Nov 12,2007 Designer 2:10 PM Job Number : Checked By: Basic Load Cases BLC Description Category X Gravity Y Gravity Z Gravity Joint Point Distributed Area (Member) Surface (... 1 DL DL 2 2 LL LL 2 Joint Boundary Conditions Joint Label X fk/in] Y fk/in] Z fk/in] X Rot.fk-ft/rad] Y Rot.fk-ft/rad] Z Rot.fk-ft/rad] Footing 1 Nl Reaction Reaction Reaction Reaction Reaction 2 N2 Reaction Reaction 3 N4 Reaction Reaction Member Cold Formed Steel Code Checks LC Member Shape UC Max Locfft] Shear U Locfft] Dir phi'Pnfk] phi'Tnfk] phi'Mnv. phi*Mnz.. Cb Cmyy Cmzz Eqn 1 Rba-b 1200S250-, .307 8.75 .123 8.75 25.283 62.518 .929 2.505 .85 C5.2.2. _2_ _3_ 6_ 1_ 8 RBab 1200S250-.005 .015 25.283 62.518 1.832 12.623 .85 C5.2.2. Rba-b 1200S250-.732 8.75 .292 8.75 25.283 62.518 .929 2.505 .85 C5.2.2. RBab 1200S250-.012 .036 25.283 62.518 1.832 12.623 .85 C5.2.2. Rba-b 1200S250-.512 8.75 .205 8.75 25.283 62.518 .929 2.505 .85 C5.2.2. RBab 1200S250-. .008 .025 25.283 62.518 1.832 12.623 .85 C5.2.2. Rba-b 1200S250-. .293 8.75 .117 8.75 25.283 62.518 .929 2.505 .85 C5.2.2. RBab 1200S250-. .005 .014 25.283 62.518 1.832 12.623 .85 C5.2.2. Cold Formed Steel Design Parameters Label Shape Length.. Lbyyfft] Lbzzfft] Lcomp to... Lcomp bo.. Kyy Kzz Cm-yy Cm-zz Cb R y sway z sway 1 Rba-b CF1A 17.5 1 I 2 RBab CF1A 3 1 1 Global Display Sections for Member Calcs 5 Max Internal Sections for Member Calcs 97 Include Shear Deformation Yes Include Warping Yes Area Load Mesh (in'^2) 144 Merge Tolerance (in) .12 P-Delta Analysis Tolerance 0.50% Vertical Axis Y Hot Rolled Steel Code AISC: ASD 9th Cold Formed Steel Code AISI 01: LRFD Wood Code NDS 91/97: ASD Wood Temperature < 100F Concrete Code ACI 2002 Number of Shear Regions 4 Region Spacing Increment (in) 4 Biaxial Column Method PCA Load Contour Parme Beta Factor (PCA) .65 Concrete Stress Block Rectangular Use Cracked Sections Yes Bad Framing Warnings No Unused Force Warnings Yes RISA-3D Version 7.0.2 [S:\...\...\...\Calcs\Upper Roof\20.5ft RB.r3d] Page 1 (5W Company Nov 12, 2007 Designer 2:10 PM Job Number: Checked By: Joint Coordinates and Temperatures Label Xfft] Yfft] Temp fF] Detach From Diap., Nl 0 N2 17.5 N3 20.5 N4 8.75 Joint Deflections LC Joint Label Xfin] Yfinl Zfinl X Rotation frad] Y Rotation frad] Z Rotation frad] 1 1 Nl 0 0 0 0 0 -3.803e-4 2 1 N2 0 0 0 0 0 9.19e-5 3 1 N3 0 .003 0 0 0 8.248e-5 4 1 N4 0 0 0 0 0 1.17e-4 5 2 Nl 0 0 0 0 0 -9.055e-4 6 2 N2 0 0 0 0 0 2.188e-4 7 2 N3 0 .007 0 0 0 1.964e-4 8 2 N4 0 0 0 0 0 2.786e-4 9 3 Nl 0 0 0 0 0 -6.339e-4 10 3 N2 0 0 0 0 0 1.532e-4 11 3 N3 0 .005 0 0 0 1.375e-4 12 3 N4 0 0 0 0 0 1.95e-4 13 4 Nl 0 0 0 0 0 -3.622e-4 14 4 N2 0 0 0 0 0 8.753e-5 15 4 N3 0 .003 0 0 0 7.856e-5 16 4 N4 0 0 0 0 0 1.114e-4 Joint Reactions (By Combination) LC Joint Label Xfkl Yfk] Zfkl MX fk-ftl MY fk-ft] MZ fk-ft] 1 1 Nl 0 .402 0 0 0 0 2 1 N2 0 .227 0 0 0 0 3 1 N4 0 .904 0 0 0 0 4 Totals: 0 1.533 0 5 1 COG (ft): X: 7.752 Y: 0 Z: 0 6 2 Nl 0 .957 0 0 0 0 7 2 N2 0 .541 0 0 0 0 8 2 N4 0 2.152 0 0 0 0 9 2 Totals: 0 3.65 0 10 2 COG (ft): X: 7.752 Y: 0 Z: 0 11 3 Nl 0 .67 0 0 0 0 12 3 N2 0 .379 0 0 0 0 13 3 N4 0 1.506 0 0 0 0 14 3 Totals: 0 2.555 0 15 3 COG (ft): X: 7.752 Y: 0 Z: 0 16 4 Nl 0 .383 0 0 0 0 17 4 N2 0 .216 0 0 0 0 18 4 N4 0 .861 0 0 0 0 19 4 Totals: 0 1.46 0 20 4 COG (ft): X: 7.752 Y: 0 Z: 0 Load Combinations 1 1.4D Yes Y 1 1.4 2 1.2D+1.6L Yes Y 1 1.2 2 1.6 3 D+L Yes Y 1 1 2 1 RISA-3D Version 7.0.2 [S:\...\...\...\Calcs\Upper Roof\20.5ft RB.r3d] Page 2 Company Nov 12, 2007 Designer 2:10 PM Job Number : Checked By: Load Combinations (Continued) Description SolvePD... SR... BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor 4 I L [Yes! Y I I 2 I 1 I \ \ \ \ \ \ \ \ I H I II I Member Distributed Loads (BLC 1: DL) Member Label Direction Start Magnitudefk/ft.d.. End Magnitudefk/ft.deg] start Locationfft.%] End Locationfft.%] 1 Rba-b Y -.09 -.03 0 0 2 RBab Y -.03 0 0 0 Member Distributed Loads (BLC 2 ;LL) Member Label Direction start Magnitudefk/fLd.. .End Magnitudefk/ft.deq] Start Locationfft.%] End Locationfft.%] 1 Rba-b Y -.12 -.04 0 0 2 RBab Y -.04 0 0 0 Joint Loads and Enforced Displacements Joint Label L.D.M Direction Magnitudefk.k-ft in.rad k*s''2/ft] No Data to Print, Member Point Loads Member Label Direction Magnitudefk.k-ft] Locationfft.%] No Data to Phnt, Cold Formed Steel Properties Label E fksi] G fksi] Nu Therm (\1 E5 F) Densitvfk/ft'^3] Yieldfksil Ultimatefksi] 1 A570 33 29500 11346 .3 .65 .49 33 52 2 A607 CI 55 29500 11346 .3 .65 .49 55 70 Member Primary Data Label 1 Joint J Joint K Joint Rotate(deg) Section/Shape Type Design List Material Desian Rules 1 1 Rba-b 1 Nl 1 N2 CF1A Beam None A607 C1 55 Tvoical 2 1 RBab 1 N2 1 N3 CF1A Beam None A607_C1_55 Typical Member Advanced Data Label 1 Release J Release 1 Offsetfin] J Offsetfin] T/C Only Physical TOM Inactive 1 Rba-b Yes 2 RBab Yes Member Section Deflections LC Member Label Sec X fin] y fin] zfin] X Rotatefrad] (n) L/y Ratio (n) L/z Ratio 1 1 Rba-b 1 0 0 0 0 NC NC 2 2 0 -.01 0 0 NC NC 3 3 0 0 0 0 NC NC 4 4 0 -.002 0 0 NC NC 5 5 0 0 0 0 NC NC 6 1 RBab 1 0 0 0 0 NC NC 7 2 0 0 0 0 NC NC 8 3 0 .002 0 0 NC NC 9 4 0 .002 0 0 NC NC 10 5 0 .003 0 0 NC NC RISA-3D Version 7.0.2 [S:\...\...\...\Calcs\Upper Roof\20.5ft RB.r3d] Page 3 Company Nov 12, 2007 Designer 2:10 PM Job Number : Checked By: Member Section Deflections (Continued) LC Member Label Sec X fin] V fin] zfin] X Rotatefradl (n) L/y Ratio (n) L/z Ratio 11 2 Rba-b 1 0 0 0 0 NC NC 12 2 0 -.025 0 0 8511.803 NC 13 3 0 0 0 0 NC NC 14 4 0 -.005 0 0 NC NC 15 5 0 0 0 0 NC NC 16 2 RBab 1 0 0 0 0 NC NC 17 2 0 .002 0 0 NC NC 18 3 0 .004 0 0 NC NC 19 4 0 .005 0 0 NC NC 20 5 0 .007 0 0 NC NC 21 3 Rba-b 1 0 0 0 0 NC NC 22 2 0 -.017 0 0 NC NC 23 3 0 0 0 0 NC NC 24 4 0 -.003 0 0 NC NC 25 5 0 0 0 0 NC NC 26 3 RBab 1 0 0 0 0 NC NC 27 2 0 .001 0 0 NC NC 28 3 0 .003 0 0 NC NC 29 4 0 .004 0 0 NC NC 30 5 0 .005 0 0 NC NC 31 4 Rba-b 1 0 0 0 0 NC NC 32 2 0 -.01 0 0 NC NC 33 3 0 0 0 0 NC NC 34 4 0 -.002 0 0 NC NC 35 5 0 0 0 0 NC NC 36 4 RBab 1 0 0 0 0 NC NC 37 2 0 0 0 0 NC NC 38 3 0 .001 0 0 NC NC 39 4 0 .002 0 0 NC NC 40 5 0 .003 0 0 NC NC Member Section Forces (By Combination) LC Member Label Sec Axialfk] y Shearfk] z Shearfk] Torquefk-ft] y-y Momentfk-z-z Momentfk- Rba-b 0 .402 0 0 0 .103 -.62 .517 .77 .065 .187 .164 .063 RBab .063 .063 .035 .027 .016 .008 .004 10 11 Rba-b .957 12 .246 -1.476 13 -1.23 1.833 14 .156 -.444 15 -.391 .15 16 RBab .15 .15 17 .084 .063 18 .037 .019 19 .009 .002 20 21 Rba-b .67 22 .172 -1.033 23 _0_ -.861 0 1.283 RISA-3D Version 7.0.2 [S:\...\...\...\Calcs\Upper Roof\20.5ft RB.r3d] Page 4 Company Nov 12, 2007 Designer 2:10 PM Job Number: Checked By: Member Section Forces (By Combination) (Continued) 24 4 0 .109 0 0 0 -.311 25 5 0 -.274 0 0 0 .105 26 3 RBab 1 0 .105 0 0 0 .105 27 2 0 .059 0 0 0 .044 28 3 0 .026 0 0 0 .013 29 4 0 .007 0 0 0 .002 30 5 0 0 0 0 0 0 31 4 Rba-b 1 0 .383 0 0 0 0 32 2 0 -.098 0 0 0 -.591 33 3 0 -.492 0 0 0 .733 34 4 0 .062 0 0 0 -.178 35 5 0 -.156 0 0 0 .06 36 4 RBab 1 0 .06 0 0 0 .06 37 2 0 .034 0 0 0 .025 38 3 0 .015 0 0 0 .007 39 4 0 .004 0 0 0 0 40 5 0 0 0 0 0 0 Cold Formed Steel Section Sets Label Shape Type Design List Material Design Rules A fin2] lyy fin4] Izz fin4] J fin4] CF1A [i200S250-68[ Beam None [A607_Ci_55[ Typical I 1.263 .836 24.484 .002 RISA-3D Version 7.0.2 [S:\...\...\...\Calcs\Upper Roof\20.5ft RB.r3d] Page 5 EL. .Ik/ft -.Ik/ft Nl N2 N3 Loads: LC 2, 1.2D+1.6L Results for LC 1, 1.4D Nov 12, 2007 at 1:49 PM 0-8ft joist.rSd Company Nov 12, 2007 Designer 1:49 PM Job Number: Checked By: Basic Load Cases BLC Description Cateaory X Gravity Y Gravity Z Gravity Joint Point Distributed Area (Member) Surface (... 1 DL DL 2 2 LL LL 2 Joint Boundary Conditions Joint Label X fk/in] Y fk/in] Z fk/in] X Rot.fk-ft/rad] Y Rot.fk-ft/rad] Z Rot.fk-ft/rad] Footing Nl Reaction Reaction Reaction Reaction Reaction N2 Reaction I Reaction Member Cold Formed Steel Code Checks LC Member Shape UC Max Locfft] Shear U.., Locfft] Dir phi'Pnfk] phi'Tnfk] phi'Mny. .phi*Mnz.. Cb Cmyy Cmzz Eqn 1 0-8ft JST 600S162-43 .282 3.75 .083 8 2.85 22.127 .393 1.048 1 C5.2.2. _2_ -2- _4_ 5 M2 600S162-43 .028 .039 10.893 22.127 .531 2.991 .85 C5.2.2. 0-8ft JST 600S162-43 .671 3.75 .198 2.85 22.127 .393 1.048 C5.2.2. M2 600S162-43 .067 .093 10.893 22.127 .531 2.991 .85 C5.2.2. 0-8ft JST 600S162-43 .470 3.75 .138 2.85 22.127 .393 1.048 C5.2.2. M2 600S162-43 .047 .065 10.893 22.127 .531 2.991 .85 C5.2.2. 0-8ft JST 600S162-43 .268 3.75 .079 2.85 22.127 .393 1.048 C5.2.2. M2 600S182-43 .027 .037 10.893 22.127 .531 2.991 .85 C5.2.2. Cold Formed Steel Design Parameters Label Shape Length.. Lbyyfft] Lbzzfft] Lcomp to... Lcomp bo.. Kyy Kzz Cm-yy Cm-zz Cb R y sway z sway 1 0-8ft JST CF1A 8 2 1 2 M2 CF1A 2 2 1 Global Display Sections for Member Calcs 5 Max Internal Sections for Member Calcs 97 Include Shear Deformation Yes Include Warping Yes Area Load Mesh (in'^2) 144 Merge Tolerance (in) .12 P-Delta Analysis Tolerance 0.50% Vertical Axis Y Hot Rolled Steel Code AISC: ASD 9th Cold Formed Steel Code AISI 01: LRFD Wood Code NDS 91/97: ASD Wood Temperature < 100F Concrete Code ACI 2002 Number of Shear Regions 4 Region Spacing Increment (in) 4 Biaxial Column Method PCA Load Contour Parme Beta Factor (PCA) .65 Concrete Stress Block Rectangular Use Cracked Sections Yes Bad Framing Warnings No Unused Force Warnings Yes RISA-3D Version 7.0.2 [S:\...\...\...\Calcs\Upper RooA0-8ft joistr3d] Page 1 '-0 Company Nov 12,2007 Designer 1:49 PM Job Number : Checked By: Joint Coordinates and Temperatures Label Xfft] Yfft] Zfft] Temp fF] Detach From Diap... 1 Nl 0 0 0 0 2 N2 8 0 0 0 3 N3 10 0 0 0 Joint Deflections LC Joint Label Xfin] Yfin] Zfinl X Rotation frad] Y Rotation frad] Z Rotation frad] 1 1 Nl 0 0 0 0 0 0 2 1 N2 0 0 0 0 0 1.429e-3 3 1 N3 0 .032 0 0 0 1.311e-3 4 2 Nl 0 0 0 0 0 0 5 2 N2 0 0 0 0 0 3.403e-3 6 2 N3 0 .076 0 0 0 3.122e-3 7 3 Nl 0 0 0 0 0 0 8 3 N2 0 0 0 0 0 2.382e-3 9 3 N3 0 .053 0 0 0 2.185e-3 10 4 Nl 0 0 0 0 0 0 11 4 N2 0 0 0 0 0 1.361e-3 12 4 N3 0 .03 0 0 0 1.249e-3 Joint Reactions (By Combination) LC Joint Label Xfk] Yfk] Zfk] MX fk-ftl MY fk-ft] MZ fk-ft] 1 1 Nl 0 .158 0 0 0 0 2 1 N2 0 .262 0 0 0 0 3 1 Totals: 0 .42 0 4 1 COG (ft): X: 5 Y: 0 Z:0 5 2 Nl 0 .375 0 0 0 0 6 2 N2 0 .625 0 0 0 0 7 2 Totals: 0 1 0 8 2 COG (ft): X: 5 Y: 0 Z: 0 9 3 Nl 0 .263 0 0 0 0 10 3 N2 0 .437 0 0 0 0 11 3 Totals: 0 .7 0 12 3 COG (ft): X: 5 Y: 0 Z: 0 13 4 Nl 0 .15 0 0 0 0 14 4 N2 0 .25 0 0 0 0 15 4 Totals: 0 .4 0 16 4 COG (ft): X: 5 Y: 0 Z: 0 Load Combinations 1 1.4D Yes Y 1 1.4 2 1.2D+1.6L Yes Y 1 1.2 2 1.6 3 D+L Yes Y 1 1 2 1 4 L Yes Y 2 1 Member Distributed Loads (BLC 1: DL) Member Label Direction Start Maqnitudefk/ft.d.. .End Maanitudefk/ft.dea] Start Locationfft.%] End LocationffL%] 1 0-8ft JST Y -.03 -.03 0 0 2 M2 Y -.03 -.03 0 0 RISA-3D Version 7.0.2 [S:\...\...\...\Calcs\Upper Roof\0-8ft joistr3d] Page 2 Company Nov 12,2007 Designer 1:49 PM Job Number : Checked By: Member Distributed Loads (BLC 2 : LL) Member Label Direction Start Maanitudefk/ft.d.. End Maanitudefk/ft.dea] Start Locationfft.%] End Locationfft.%] 1 1 0-8ft JST Y -.04 -.04 0 0 2 1 M2 Y -.04 -.04 0 0 Joint Loads and Enforced Displacements Joint Label L.D.M Direction Magnitudefk.k-ft in.rad k*s''2/ft] No Data to Print... Member Point Loads Member Label Direction Magnitudefk.k-ft] Locationfft.%] No Data to Print Cold Formed Steel Properties Label E fksi] G fksi] Nu Therm (\1 E5 F) Densityfk/ff^S] Yieldfksi] Ultimatefksi] 1 A570 33 29500 11346 .3 .65 .49 33 52 2 A607 CI 55 29500 11346 .3 .65 .49 55 70 Member Primary Data Label 1 Joint J Joint K Joint Rotate(deg) Section/Shape Type Design List Material Design Rules 1 0-8ft JST Nl N2 CF1A Beam None A607 CI 55 Typical 2 M2 N2 N3 CF1A Beam None A607 CI 55 Typical Member Advanced Data Label 1 Release J Release 1 Offsetfin] J Offsetfin] T/C Only Physical TOM Inactive 1 0-8ft JST BenPIN Yes 2 M2 Yes Member Section Deflections 1 1 0-8ft JST 1 0 0 0 0 NC NC 2 2 0 -.035 0 0 2738.576 NC 3 3 0 -.048 0 0 1993.522 NC 4 4 0 -.033 0 0 2915.259 NC 5 5 0 0 0 0 NC NC 6 1 M2 1 0 0 0 0 NC NC 7 2 0 .008 0 0 NC NC 8 3 0 .016 0 0 NC NC 9 4 0 .024 0 0 NC NC 10 5 0 .032 0 0 NC NC 11 2 0-8ft JST 1 0 0 0 0 NC NC 12 2 0 -.083 0 0 1150.202 NC 13 3 0 -.115 0 0 837.279 NC 14 4 0 -.078 0 0 1224.409 NC 15 5 0 0 0 0 NC NC 16 2 M2 1 0 0 0 0 NC NC 17 2 0 .02 0 0 NC NC 18 3 0 .039 0 0 NC NC 19 4 0 .057 0 0 NC NC 20 5 0 .076 0 0 NC NC 21 3 0-8ft JST 1 0 0 0 0 NC NC RISA-3D Version 7.0.2 [S:\...\...\...\Calcs\Upper Roof\0-8ft joistr3d] Page 3 Company Nov 12,2007 Designer 1:49 PM Job Number: Checked By: Member Section Deflections (Continued) LC Member Label Sec x finl v finl z finl x Rotatefradl (nl L/v Ratio (n) L/z Ratio 22 2 0 -.058 0 0 1643.146 NC 23 3 0 -.08 0 0 1196.113 NC 24 4 0 -.055 0 0 1749.155 NC 25 5 0 0 0 0 NC NC 26 3 M2 1 0 0 0 0 NC NC 27 2 0 .014 0 0 NC NC 28 3 0 .027 0 0 NC NC 29 4 0 .04 0 0 NC NC 30 5 0 .053 0 0 NC NC 31 4 0-8ft JST 1 0 0 0 0 NC NC 32 2 0 -.033 0 0 2875.505 NC 33 3 0 -.046 0 0 2093.199 NC 34 4 0 -.031 0 0 3061.022 NC 35 5 0 0 0 0 NC NC 36 4 M2 1 0 0 0 0 NC NC 37 2 0 .008 0 0 NC NC 38 3 0 .015 0 0 NC NC 39 4 0 .023 0 0 NC NC 40 5 0 .03 0 0 NC NC Member Section Forces (By Combination) LC Member Label Sec /^ialfkl v Shearfkl z Shearfkl Torauefk-ftl y-v Momentfk-.. z-z Momentfk-.. 1 1 0-8ft JST 1 0 .158 0 0 0 0 2 2 0 .074 0 0 0 -.231 3 3 0 -.01 0 0 0 -.294 4 4 0 -.094 0 0 0 -.189 5 5 0 -.178 0 0 0 .084 6 1 M2 1 0 .084 0 0 0 .084 7 2 0 .063 0 0 0 .047 8 3 0 .042 0 0 0 .021 9 4 0 .021 0 0 0 .005 10 5 0 0 0 0 0 0 11 2 0-8ft JST 1 0 .375 0 0 0 0 12 2 0 .175 0 0 0 -.55 13 3 0 -.025 0 0 0 -.7 14 4 0 -.225 0 0 0 -.45 15 5 0 -.425 0 0 0 .2 16 2 M2 1 0 .2 0 0 0 .2 17 2 0 .15 0 0 0 .112 18 3 0 .1 0 0 0 .05 19 4 0 .05 0 0 0 .012 20 5 0 0 0 0 0 0 21 3 0-8ft JST 1 0 .263 0 0 0 0 22 2 0 .123 0 0 0 -.385 23 3 0 -.017 0 0 0 -.49 24 4 0 -.157 0 0 0 -.315 25 5 0 -.297 0 0 0 .14 26 3 M2 1 0 .14 0 0 0 .14 27 2 0 .105 0 0 0 .079 28 3 0 .07 0 0 0 .035 29 4 0 .035 0 0 0 .009 30 5 0 0 0 0 0 0 31 4 0-8ft JST 1 0 .15 0 0 0 0 32 2 0 .07 0 0 0 -.22 33 3 0 -.01 0 0 0 -.28 34 4 0 -.09 0 0 0 -.18 RISA-3D Version 7.0.2 [S:\...\...\...\Calcs\Upper Roof\0-8ft joist.rSd] Page 4 Company Designer Job Number : Nov 12, 2007 1:49 PM Checked By: Member Section Forces (By Combination) (Continued) LC Member Label Sec Axialfk] V Shearfk] z Shearfk] Torquefk-ft] y-y Momentfk-.. z-z Momentfk-... 35 5 0 -.17 0 0 0 .08 36 4 M2 1 0 .08 0 0 0 .08 37 2 0 .06 0 0 0 .045 38 3 0 .04 0 0 0 .02 39 4 0 .02 0 0 0 .005 40 5 0 0 0 0 0 0 Cold Formed Steel Section Sets Label Shaoe Tvoe Design List Material Design Rules Afin2] Iyytin4] Izz fin4] J fin4] 1 1 CF1A I600S162-43T Beam None [A607_C1_55| Tvoical .447 1 .148 1 2.316 1 .000303 RISA-3D Version 7.0.2 [S:\...\...\...\Calcs\Upper Roof\0-8ft joist.r3d] Page 5 £L. -.05k/ft .05m Loads: LC 2, 1.2D+1.6L Results for LC 2, 1.2D+1.6L Nov 12, 2007 at 1:55 PM 8+ ft joist.rSd Company Nov 12, 2007 Designer 1:55 PM Job Number : Checked By: Basic Load Cases BLC Description Cateaory X Gravity Y Gravity Z Gravity Joint Point Distributed Area (Member) Surface (... 1 DL DL 2 2 LL LL 2 Joint Boundary Conditions Joint Label X fk/in] Y fk/in] Z fk/in] X Rot.fk-ft/rad] Y Rot.fk-ft/rad] Z Rot.fk-ft/rad] Footing Nl Reaction Reaction Reaction Reaction Reaction N2 Reaction Reaction Member Cold Formed Steel Code Checks LC Member Shape UCMax Locfft] Shear U.., Locfft] Dir phi'Pnfk] phi*Tnfk] phi''Mny...phi''Mnz... Cb Cmyy Cmzz Eqn 1 10-14ft JST 600S200-43 .411 5.875 .060 12 2.467 24.354 .391 .869 1 C5.2.2. _4_ M2 600S200-43 .012 .020 12.46 24.354 .791 3.37 .85 C5.2.2. 10-14ft JST 600S200-43 .979 5.875 .143 12 2.467 24.354 .391 .869 C5.2.2. M2 600S200-43 .030 .046 12.46 24.354 .791 3.37 .85 C5.2.2. 10-14ft JST 600S200-43 .685 5.875 .100 12 2.467 24.354 .391 .869 C5.2.2. M2 6008200^3 .021 .033 12.46 24.354 .791 3.37 .85 C5.2.2. 10-14ft JST 600S200-43 .391 5.875 .057 12 2.467 24.354 .391 .869 C5.2.2. M2 600S200-43 .012 0 .019 12.46 24.354 .791 3.37 .85 C5.2.2. Cold Formed Steel Design Parameters Label Shape Length.. Lbvvfftl Lbzzfftl Lcomo to... Lcomo bo.. Kvv Kzz Cm-vv Cm-zz Cb R y sway z sway 1 10-14ft JST CF1A 12 2 2 M2 CF1A 2 2 1 Global Display Sections for Member Calcs 5 Max Internal Sections for Member Calcs 97 Include Shear Deformation Yes Include Warping Yes Area Load Mesh (in'^2) 144 Merge Tolerance (in) .12 P-Delta Analysis Tolerance 0.50% Vertical Axis Y Hot Rolled Steel Code AISC: ASD 9th Cold Formed Steel Code AISI 01: LRFD Wood Code NDS 91/97: ASD Wood Temperature < 100F Concrete Code ACI 2002 Number of Shear Regions 4 Region Spacing Increment (in) 4 Biaxial Column Method PCA Load Contour Parme Beta Factor (PCA) .65 Concrete Stress Block Rectangular Use Cracked Sections Yes Bad Framing Warnings No Unused Force Warnings Yes RISA-3D Version 7.0.2 [S:\...\...\...\Calcs\Upper Roof\8+ ft joistr3d] Page 1 %3 Company Nov 12, 2007 Designer 1:55 PM Job Number: Checked By: Joint Coordinates and Temperatures Label Xfft] Yfft] Zfft] Temp fF] Detach From Diap... 1 Nl 0 0 0 0 2 N2 12 0 0 0 3 N3 14 0 0 0 Joint Deflections LC Joint Label Xfin] Yfin] Zfin] X Rotation frad] Y Rotation frad] Z Rotation frad] 1 1 Nl 0 0 0 0 0 0 2 1 N2 0 0 0 0 0 2.457e-3 3 1 N3 0 .058 0 0 0 2.406e-3 4 2 Nl 0 0 0 0 0 0 5 2 N2 0 0 0 0 0 5.849e-3 6 2 N3 0 .138 0 0 0 5.728e-3 7 3 Nl 0 0 0 0 0 0 8 3 N2 0 0 0 0 0 4.094e-3 9 3 N3 0 .096 0 0 0 4.009e-3 10 4 Nl 0 0 0 0 0 0 11 4 N2 0 0 0 0 0 2.34e-3 12 4 N3 0 .055 0 0 0 2.291e-3 Joint Reactions (By Combination) LC Joint Label Xfkl Yfk] Zfk] MX fk-ft] MY fk-ft] MZ fk-ft] 1 1 Nl 0 .123 0 0 0 0 2 1 N2 0 .171 0 0 0 0 3 1 Totals: 0 .294 0 4 1 COG (ft): X: 7 Y:0 Z: 0 5 2 Nl 0 .292 0 0 0 0 6 2 N2 0 .408 0 0 0 0 7 2 Totals: 0 .7 0 8 2 COG (ft): X: 7 Y: 0 Z: 0 9 3 Nl 0 .204 0 0 0 0 10 3 N2 0 .286 0 0 0 0 11 3 Totals: 0 .49 0 12 3 COG (ft): X: 7 Y: 0 Z: 0 13 4 Nl 0 .117 0 0 0 0 14 4 N2 0 .163 0 0 0 0 15 4 Totals: 0 .28 0 16 4 COG (ft): X: 7 Y: 0 Z: 0 Load Combinations 1 1.4D Yes Y 1 1.4 2 1.2D+1.6L Yes Y 1 1.2 2 1.6 3 D+L Yes Y 1 1 2 1 4 L Yes Y 2 1 Member Distributed Loads (BLC 1: DL) Member Label Direction Start Magnitudefk/ft.d.. .End Magnitudefk/ft.deg] Start Locationfft.%] End Locationfft.%] 1 10-14ft JST Y -.015 -.015 0 0 2 M2 Y -.015 -.015 0 0 RISA-3D Version 7.0.2 [S:\...\...\...\Calcs\Upper Roof\8+ ft joistr3d] Page 2 e_5 Company Nov 12, 2007 Designer 1:55 PM Job Number : Checked By: Member Distributed Loads (BLC 2 : LL) Member Label Direction Start Maanitudefk/ftd.. .End Maanitudefk/ft.deg] Start Locationtft.%] End Locationfft.%] 1 10-14ft JST Y -.02 -.02 0 0 2 M2 Y -.02 -.02 0 0 Joint Loads and Enforced Displacements Joint Label L.D.M Direction Magnitudefk.k-ft in.rad k''s''2/ft] No Data to Print Member Point Loads Member Label Direction Magnitudefk.k-ft] Locationfft.%] No Data to Print Cold Formed Steel Properties Label E fksi] G fksi] Nu Therm f\1E5 F) Densityfk/ff^S] Yieldfksi] Ultimatefksi] 1 A570 33 29500 11346 .3 .65 .49 1 33 52 2 A607 CI 55 29500 11346 .3 .65 .49 1 55 70 Member Primary Data Label 1 Joint J Joint K Joint Rotate(deg) Section/Shape Type Design List Material Design Rules 1 10-14ft JST Nl N2 CF1A Beam None A607_C1_55 Typical 2 M2 N2 N3 CF1A Beam None A607 C1 55 Typical Member Advanced Data Label 1 Release J Release 1 Offsetfin] J Offsetfin] T/C Only Physical TOM Inactive 1 10-14ft JST BenPIN Yes 2 M2 Yes Member Section Deflections LC Member Label Sec x finl v finl z finl x Rotatefradl (n) L/v Ratio (n) L/z Ratio 1 1 10-14ft JST 1 0 0 0 0 NC NC 2 2 0 -.083 0 0 1734.059 NC 3 3 0 -.116 0 0 1246.355 NC 4 4 0 -.081 0 0 1778.238 NC 5 5 0 0 0 0 NC NC 6 1 M2 1 0 0 0 0 NC NC 7 2 0 .015 0 0 NC NC 8 3 0 .029 0 0 NC NC 9 4 0 .043 0 0 NC NC 10 5 0 .058 0 0 NC NC 11 2 10-14ft JST 1 0 0 0 0 NC NC 12 2 0 -.198 0 0 728.305 NC 13 3 0 -.275 0 0 523.469 NC 14 4 0 -.193 0 0 746.86 NC 15 5 0 0 0 0 NC NC 16 2 M2 1 0 0 0 0 NC NC 17 2 0 .035 0 0 NC NC 18 3 0 .069 0 0 NC NC 19 4 0 .103 0 0 NC NC 20 5 0 .138 0 0 NC NC 21 3 10-14ft JST 1 0 0 0 0 NC NC RISA-3D Version 7.0.2 [S:\...\...\...\Calcs\Upper Roof\8+ ft joist r3d] Page 3 Company Nov 12, 2007 Designer 1:55 PM Job Number: Checked By: Member Section Deflections (Continued) 22 2 0 -.138 0 0 1040.435 NC 23 3 0 -.193 0 0 747.813 NC 24 4 0 -.135 0 0 1066.943 NC 25 5 0 0 0 0 NC NC 26 3 M2 1 0 0 0 0 NC NC 27 2 0 .024 0 0 NC NC 28 3 0 .048 0 0 NC NC 29 4 0 .072 0 0 NC NC 30 5 0 .096 0 0 NC NC 31 4 10-14ft JST 1 0 0 0 0 NC NC 32 2 0 -.079 0 0 1820.761 NC 33 3 0 -.11 0 0 1308.672 NC 34 4 0 -.077 0 0 1867.15 NC 35 5 0 0 0 0 NC NC 36 4 M2 1 0 0 0 0 NC NC 37 2 0 .014 0 0 NC NC 38 3 0 .028 0 0 NC NC 39 4 0 .041 0 0 NC NC 40 5 0 .055 0 0 NC NC Member Section Forces (By Combination) -LC-Member Label Sec Axialfk] y Shearfk] z Shearfk] Torquefk-ft] y-y Momentfk-.. z-z Momentfk- 10-14ft JST 0 .123 0 0 .06 .273 .003 .357 .066 .252 .129 .042 M2 .042 .042 .031 .024 .021 .01 .01 .003 10 11 10-14ft JST .292 12 .142 -.65 13 -.008 -.85 14 .158 15 .308 16 M2 17 .075 .056 18 .05 .025 19 .025 .006 20 21 10-14ft JST .204 22 .099 .455 23 -.006 .595 24 .111 -.42 25 .216 .07 26 M2 .07 .07 27 .052 .039 28 .035 .017 29 .017 .004 30 31 10-14ft JST .117 32 .057 -.26 33 -.003 -.34 34 -.063 0 -.24 RISA-3D Version 7.0.2 [S:\...\...\...\Calcs\Upper Roof\8+ ft joist.r3d] Page 4 Company Nov 12, 2007 Designer 1:55 PM Job Number: Checked By: Member Section Forces (By Combination) (Continued) LC Member Label Sec Axialfkl v Shearfkl z Shearfkl Torauefk-ftl y-v Momentfk-.. z-z Momentfk-.. 35 5 0 -.123 0 0 0 .04 36 4 M2 1 0 .04 0 0 0 .04 37 2 0 .03 0 0 0 .022 38 3 0 .02 0 0 0 .01 39 4 0 .01 0 0 0 .002 40 5 0 0 0 0 0 0 Cold Formed Steel Section Sets Label Shape Type Design List Material Design Rules A fin2] lyy fin4] Izz fin4] J fin4] CF1A 1600S200-43 [ Beam None |A607_ci_55[ Typical .492 .268 2.683 I .000334 RISA-3D Version 7.0.2 [S:\...\...\...\Calcs\Upper Roof\8+ ft joist.r3d] Page 5 a. 3"d>»vrs "btTiS-o To -1.26k Line i-j 'N1 N2 Loads: LC 2, 1.2D+1.6L Results for LC 3, D+L Nov 12, 2007 at 1:36 PM Post Support 12.5 RB line ij.r3d 'S5 Company Nov 12,2007 Designer 1:36 PM Job Number : Checked By: Basic Load Cases BLC Description Category X Gravity Y Gravity Z Gravity Joint Point Distributed Area (Member) Surface (... 1 DL DL 1 2 LL LL Joint Boundary Conditions Joint Label X fk/in] Y fk/in] Z fk/in] X Rot.fk-ft/rad] Y Rot.fk-ft/rad] Z Rot.fk-ft/rad] Footing 1 Nl Reaction Reaction Reaction Reaction Reaction 2 N2 Reaction Reaction Member Cold Formed Steel Code Checks LQ Member Shape UC Max Locfft] Shear U. Locfft] Dir phi*Pnfk] phi*Tnfk] phi'Mny. phi'Mnz.. Cb Cmyy Cmzz Eqn 1 l3l Linei-I |600S250-68| .899 12.3441 .101 I 0 I y I 5.997 [41.3821 .944 12.135 1 1 1 IC5.2.2.. Cold Formed Steel Design Parameters Label Shape Length.. Lbyyfft] Lbzzfft] Lcomp to... Lcomp bo... Kvv Kzz Cm-yy Cm-zz Cb R yswayzsway 1 I Linei-I I CF1A I 12.5 Global Display Sections for Member Calcs 5 Max Internal Sections for Member Calcs 97 Include Shear Deformation Yes Include Warping Yes Area Load Mesh (in'^2) 144 Merge Tolerance (in) .12 P-Delta Analysis Tolerance 0.50% Vertical Axis Y Hot Rolled Steel Code AISC: ASD 9th Cold Formed Steel Code AISI 01: LRFD Wood Code NDS 91/97: ASD Wood Temperature < 100F Concrete Code ACI2002 Number of Shear Regions 4 Region Spacing Increment (in) 4 Biaxial Column Method PCA Load Contour Parme Beta Factor (PCA) .65 Concrete Stress Block Rectangular Use Cracked Sections Yes Bad Framing Warnings No Unused Force Warnings Yes Joint Coordinates and Temperatures Label Xfft] Yfft] Zfft] Temp fF] Detach From Diap... 1 Nl 0 0 0 0 I 2 N2 12.5 0 0 0 1 RISA-3D Version 7.0.2 [S:\...\...\...\Calcs\Lower Roof\Post Support 12.5 RB line ij.r3d] Page 1 Company Nov 12, 2007 Designer 1:36 PM Job Number: Checked By: Joint Deflections LC Joint Label Xfin] Yfin] Zfin] X Rotation frad] Y Rotation frad] Z Rotation frad] 1 3 Nl 0 0 0 0 0 0 2 3 N2 0 0 0 0 0 0 Joint Reactions (By Combination) LC Joint Label Xfk] Yfk] Zfk] MX fk-ft] MY fk-ft] MZ fk-ft] 1 3 Nl 0 .861 0 0 0 0 2 3 N2 0 .189 0 0 0 0 3 3 Totals: 0 1.05 0 4 3 COG (ft): X: 2.25 Y: 0 Z: 0 Load Combinations 1 1.4D Yes Y 1 1.4 2 1.2D+1.6L Yes Y 1 1.2 2 1.6 3 D+L Yes Y 1 1 2 1 4 L Yes Y 2 1 Member Distributed Loads Member Label Direction Start Magnitudefk/ft.d...End Magnitudefk/ft.deq] Start Locationfft.%] End LocationffL%] No Data to Print. Joint Loads and Enforced Displacements Joint Label LD.M Direction Magnitudefk.k-ft in.rad k*s''2/ft] No Data to Print Member Point Loads (BLC 1: DL) Member Label Direction Magnitudefk.k-ft] Locationfft.%] Line i-j Y -1.05 2.25 Cold Formed Steel Properties Label E fksi] G fksi] Nu Therm (\1 E5 F) Densityfk/ft''3] Yieldfksi] Ultimatefksi] 1 A570 33 29500 11346 .3 .65 .49 33 52 2 A607 CI 55 29500 11346 .3 .65 .49 55 70 1 Member Primary Data Label I Joint J Joint K Joint Rotate(deg) Section/Shape Type Design List Material Design Rules Line i-j Nl N2 CF1A Beam None [A607_ci_55[ Typical Member Advanced Data Label I Release J Release I Offsetfin] J Offsetfin] T/C Only Physical TOM Inactive Line i-j BenPIN BenPIN Yes RISA-3D Version 7.0.2 [S:\...\...\...\Calcs\Lower RooAPost Support 12.5 RB line ij.rSd] Page 2 Company Nov 12, 2007 Designer 1:36 PM Job Number: Checked By: Member Section Deflections LC Member Label Sec X fin] V fin] zfin] X Rotatefrad] (n) L/y Ratio (n) L/z Ratio 1 3 Line i-i 1 0 0 0 0 NC NC 2 2 0 -.232 0 0 647.576 NC 3 3 0 -.274 0 0 548.355 NC 4 4 0 -.173 0 0 869.517 NC 5 5 0 0 0 0 NC NC Member Section Forces (By Combination) LC Member Label Sec Axialfk] y Shearfk] z Shearfk] Torquefk-ft] y-y Momentfk-.. z-z Momentfk-.. 1 3 Line i-i 1 0 .861 0 0 0 0 2 2 0 -.189 0 0 0 -1.772 3 3 0 -.189 0 0 0 -1.181 4 4 0 -.189 0 0 0 -.591 5 5 0 -.189 0 0 0 0 Cold Formed Steel Section Sets Label Shape Type Design List Material Design Rules Afin2] Iyy[in4] Izz fin4] J tin4] CF1A 1600S250-68 [ Beam None [A607_ci_55[ Typical .836 .688 4.727 .001 RISA-3D Version 7.0.2 [S:\...\...\...\Calcs\Lower Roof\Post Support 12.5 RB line ij.r3d] Page 3 EL. -1.5k Lin^ h-i Nl "^N2 Loads: LC 3, D+L Results for LC 3, D+L Nov 12, 2007 at 1:39 PM Post Support 13.25 RB line hi.r3d Company Designer Job Number Nov 12, 2007 1:39 PM Checked By:_ Basic Load Cases BLC Description Cateaory X Gravity Y Gravity Z Gravity Joint Point Distributed Area (Member) Surface (... 1 DL DL 1 1 2 LL LL 1 Joint Boundary Conditions Joint Label X fk/in] Y fk/in] Z fk/in] X Rot.fk-ft/rad] Y Rot.fk-ft/rad] Z Rot.fk-ft/rad] Footing 1 Nl Reaction Reaction Reaction Reaction Reaction 2 N2 Reaction Reaction Member Cold Formed Steel Code Checks LC Member Shape UCMax Locfft] Shear U.. Locfft] Dirphi*Pnfk] phi'Tnfk] phi'Mny.. phi*Mnz.. Cb Cmyy Cmzz Eqn 1 1 l3l Line h-i |l200S250-...[ .832 16.6251 .061 0 1 vl 8.719 [88.061 1.885 5.974 1 I .6 1 1 1C5.2.2..1 Cold Formed Steel Design Parameters Label Shape Length.. Lbyyfft] Lbzzfft] Lcomp to... Lcomp bo.. Kyy Kzz Cm-yy Cm-zz Cb y sway z sway 1 I Line h-i I CF1A 113.25 Global Display Sections for Member Calcs 5 Max Internal Sections for Member Calcs 97 Include Shear Deformation Yes Include Warping Yes Area Load Mesh (in'^2) 144 Merge Tolerance (in) .12 P-Delta Analysis Tolerance 0.50% Vertical Axis Y Hot Rolled Steel Code AISC: ASD 9th Cold Formed Steel Code AISI 01: LRFD Wood Code NDS 91/97: ASD Wood Temperature < 100F Concrete Code ACI 2002 Number of Shear Regions 4 Region Spacing Increment (in) 4 Biaxial Column Method PCA Load Contour Parme Beta Factor (PCA) .65 Concrete Stress Block Rectangular Use Cracked Sections Yes Bad Framing Warnings No Unused Force Warnings Yes Joint Coordinates and Temperatures Label Xfft] Yfft] Zfft] Temp fF] Detach From Diap... 1 Nl 0 0 0 0 2 N2 13.25 0 0 0 RISA-3D Version 7.0.2 [S:\...\...\...\Calcs\Lower RoofVPost Support 13.25 RB line hi.r3d] Page 1 Company Nov 12, 2007 Designer 1:39 PM Job Number: Checked By: Joint Deflections LC Joint Label Xfin] Yfin] Zfin] X Rotation frad] Y Rotation frad] Z Rotation frad] 1 3 Nl 0 0 0 0 0 0 2 3 N2 0 0 0 0 0 0 Joint Reactions (By Combination) LC Joint Label Xfk] Yfk] Zfk] MX fk-ft] MY fk-ft] MZ fk-ft] 1 3 Nl 0 .75 0 0 0 0 2 3 N2 0 .75 0 0 0 0 3 3 Totals: 0 1.5 0 4 3 COG (ft): X: 6.625 Y: 0 Z: 0 Load Combinations 1 1.4D Yes Y 1 1.4 2 1.2D+1.6L Yes Y 1 1.2 2 1.6 3 D+L Yes Y 1 1 2 1 4 L Yes Y 2 1 Member Distributed Loads Member Label Direction Start Magnitudefk/ftd... End Magnitudefk/ftdeg] Start Locationfft%] End Locationfft.%] No Data to Print Joint Loads and Enforced Displacements Joint Label L.D.M Direction Magnitudefk.k-ft in.rad k*s'^2/ft] No Data to Print, Member Point Loads (BLC 1: DL) Member Label Direction Magnitudefk.k-ft] Locationfft.%] Line h-i Y -1.5 %50 Cold Formed Steel Properties Label E fksi] G fksi] Nu Therm (\1 E5 F) Densityfk/ft'^3] Yieldfksi] Ultimatefksi] 1 A570 33 29500 11346 .3 .65 .49 33 52 1 2 A607 CI 55 29500 11346 .3 .65 .49 55 70 1 Member Primary Data Label I Joint J Joint K Joint Rotate(deg) Section/Shape Type Design List Material Design Rules 1 I Line h-i I Nl I N2 I I I CF1A I Beam I None |A607_C1_55| Typical I Member Advanced Data Label Release J Release I Offsetfin] J Offsetfin] T/C Only Physical TOM Inactive Line h-i BenPIN BenPIN Yes RISA-3D Version 7.0.2 [S:\...\...\...\Calcs\Lovi/er Roof\Post Support 13.25 RB line hi.r3d] Page 2 Company Nov 12,2007 Designer 1:39 PM Job Number : Checked By: Member Section Deflections LC Member Label Sec X fin] y [in] 2 [in] X Rotatefrad] (n) L/y Ratio (n) L/z Ratio 1 3 Line h-i 1 0 0 0 0 NC NC 2 2 0 -.086 0 0 1847.516 NC 3 3 0 -.125 0 0 1270.167 NC 4 4 0 -.086 0 0 1847.516 NC 5 5 0 0 0 0 NC NC Member Section Forces (By Combination) LC Member Label Sec Axialfk] y Shearfk] z Shearfk] Torquefk-ft] y-y Momentfk-.. z-z Momentfk-.. 1 3 Line h-i 1 0 .75 0 0 0 0 2 2 0 .75 0 0 0 -2.484 3 3 0 -.75 0 0 0 -4.969 4 4 0 -.75 0 0 0 -2.484 5 5 0 -.75 0 0 0 0 Cold Formed Steel Section Sets Label Shape Type Design List Material Desian Rules A fin2] lyy fin4] Izz fin4] J fin4] CF1A [i200S250-97[ Beam None [A607_C1_55| Tvoical I 1.779 I 1.121 34.016 .006 RISA-3D Version 7.0.2 [S:\...\...\...\Calcs\Lower Roof\Post Support 13.25 RB line hi.r3d] Page 3 a. -1.2k 18.5 ft R^ Line h-i Nl N2 Loads: LC 3, D+L Results for LC 3, D+L Nov 12, 2007 at 1:40 PM Post Support 18.5 RB line hi.r3d Sr.. Company Nov 12, 2007 Designer 1:40 PM Job Number: Checked By: Basic Load Cases BLC Description Category X Gravity Y Gravity Z Gravity Joint Point Distributed Area (Member) Surface (... 1 DL DL 1 2 LL LL Joint Boundary Conditions Joint Label X fk/in] Y fk/in] Z fk/in] X Rot.fk-ft/rad] Y Rot.tk-ft/rad] Z Rot.fk-ft/rad] Footing 1 Nl Reaction Reaction Reaction Reaction Reaction 2 N2 Reaction Reaction Member Cold Formed Steel Code Checks LQ Member Shape UC Max Locfft] Shear U.. . Locfft] Dirphi'Pnfkl Dhi*Tnfkl phi'Mny.. Dhi*Mnz.. Cb Cmyy Cmzz Eqn 1 1 I 3 h8.5ftRB...|l200S250-...[ .950 |6.625l .142 0 vl 5.487 [62.5181 1.361 4.183 1 I ,6 1 1 |C5.2.2..[ Cold Formed Steel Design Parameters Label Shape Length.. Lbyyfft] Lbzzfft] Lcomp to... Lcomp bo.. Kyy Kzz Cm-yy Cm-zz Cb R yswayzsway 1 [18.5ftRB..[ CF1A [13.25 Global Display Sections for Member Calcs 5 Max Internal Sections for Member Calcs 97 Include Shear Deformation Yes Include Warping Yes Area Load Mesh (in'^2) 144 Merge Tolerance (in) .12 P-Delta Analysis Tolerance 0.50% Vertical Axis Y Hot Rolled Steel Code AISC: ASD 9th Cold Formed Steel Code AISI 01: LRFD Wood Code NDS 91/97: ASD Wood Temperature < 100F Concrete Code ACI 2002 Number of Shear Regions 4 Region Spacing Increment (in) 4 Biaxial Column Method PCA Load Contour Parme Beta Factor (PCA) .65 Concrete Stress Block Rectangular Use Cracked Sections Yes Bad Framing Warnings No Unused Force Warnings Yes Joint Coordinates and Temperatures Label Xfft] Yfft] Zfft] Temp fF] Detach From Diap... 1 Nl 0 0 0 1 ° 2 N2 13.25 0 0 1 0 RISA-3D Version 7.0.2 [S;\...\...\...\Calcs\Lower Roof\Post Support 18.5 RB line hi.r3d] Page 1 Company Nov 12, 2007 Designer 1:40 PM Job Number : Checked By: Joint Deflections LC Joint Label Xfin] Yfin] Zfin] X Rotation frad] Y Rotation frad] Z Rotation frad] 1 3 Nl 0 0 0 0 0 0 2 3 N2 0 0 0 0 0 0 Joint Reactions (By Combination) IC Joint Label Xfk] Yfk] Zfk] MX fk-ft] MY fk-ft] MZ fk-ft] 1 3 Nl 0 .6 0 0 0 0 2 3 N2 0 .6 0 0 0 0 3 3 Totals: 0 1.2 0 4 3 COG (ft): X: 6.625 Y: 0 Z: 0 Load Combinations 1 1.4D Yes Y 1 1.4 2 1.2D+1.6L Yes Y 1 1.2 2 1.6 3 D+L Yes Y 1 1 2 1 4 L Yes Y 2 1 Member Distributed Loads Member Label Direction Start Magnitudefk/ft.d...End Magnitudefk/ft.deg] Start Locationfft.%] End Locationfft.%] No Data to Print... Joint Loads and Enforced Displacements Joint Label L.D.M Direction Magnitudefk.k-ft in.rad k's''2/ft] No Data to Print, Member Point Loads (BLC 1: DL) Member Label Direction Magnitudefk.k-ft] Locationfft.%] 18.5 ft RB Line h-i Y -1.2 %50 Cold Formed Steel Properties Label E fksi] G fksi] Nu Therm (\1 E5 F) Densitvfk/ft'^31 Yieldfksi] Ultimatefksi] 1 A570 33 29500 11346 .3 .65 .49 33 52 2 A607 CI 55 29500 11346 .3 .65 .49 55 70 Member Primary Data Label I Joint J Joint K Joint Rotate(deg) Section/Shape Type Design List Material Design Rules 1 18.5 ft RB Line, Nl N2 CF1A Beam None [A607_ci_55[ Typical Member Advanced Data Label Release J Release I Offsetfin] J Offsetfin] T/C Only Physical TOM Inactive 1 [18.5ftRBLine..[ BenPIN BenPIN Yes RISA-3D Version 7.0.2 [S:\...\...\...\Calcs\Lower Roof\Post Support 18.5 RB line hi.r3d] Page 2 T- C,.^ Company Nov 12, 2007 Designer 1:40 PM Job Number: Checked By: Member Section Deflections LC Member Label Sec xfin] V [in] zfin] X Rotatefrad] (n) L/y Ratio (n) L/z Ratio 1 3 18.5 ft RB Line h-i 1 0 0 0 0 NC NC 2 2 0 -.096 0 0 1662.254 NC 3 3 0 -.139 0 0 1142.8 NC 4 4 0 -.096 0 0 1662.254 NC 5 5 0 0 0 0 NC NC Member Section Forces (By Combination) LC Member Label Sec Axialfk] y Shearfk] z Shearfk] Torquefk-ft] y-y Momentfk-.. z-z Momentfk-.. 1 3 18.5 ft RB Line h-i 1 0 .6 0 0 0 0 2 2 0 .6 0 0 0 -1.987 3 3 0 -.6 0 0 0 -3.975 4 4 0 -.6 0 0 0 -1.988 5 5 0 -.6 0 0 0 0 Cold Formed Steel Section Sets Label Shape Type Design List Material Design Rules A fin2] lyy fin4] Izz fin4] J fin4] CF1A [i200S250-68[ Beam None [A607_ci_55[ Typical I 1.263 .836 24.484 .002 RISA-3D Version 7.0.2 [S:\...\...\...\Calcs\Lovyer Roof\Post Support 18.5 RB line hi.r3d] Page 3 EL. -1k 18.5 ft R^ Line k- N2 Loads: LC 3, D+L Results for LC 3, D+L Nov 12, 2007 at 1:45 PM Post Support 18.5 RB.r3d ^7 ^ Company Nov 12, 2007 Designer 1:45 PM Job Number: Checked By: Basic Load Cases BLC Description Category X Gravity Y Gravity Z Gravity Joint Point Distributed Area (Member) Surface (... 1 DL DL 1 2 LL LL Joint Boundary Conditions Joint Label X fk/in] Y fk/in] Z fk/in] X Rot.fk-ft/rad] Y Rot.fk-ft/rad] Z Rot.fk-ft/rad] Footing Nl Reaction Reaction Reaction Reaction Reaction N2 Reaction Reaction Member Cold Formed Steel Code Checks LC Member Shape UC Max Locfft] Shear U. Locfft] Dir phi'Pnfk] phi*Tnfk] phi*Mny.. phi*Mnz.. Cb Cmyy Cmzz Eqn 1 [ 3 |l8.5ftRB...[l200S250-...[ .792 16.6251 .119 I 0 I y I 5.487 162.518 Ii .361 14.183 1 1 1 C5.2.2.. Cold Formed Steel Design Parameters Label Shape Length.. Lbyyfft] Lbzzfft] Lcomp to... Lcomp bo.. Kyy Kzz Cm-yy Cm-zz Cb R yswayzsway 1 [18.5ftRB..| CF1A [13.251 Global Display Sections for Member Calcs 5 Max Internal Sections for Member Calcs 97 Include Shear Deformation Yes Include Warping Yes Area Load Mesh (in'^2) 144 Merge Tolerance (in) .12 P-Delta Analysis Tolerance 0.50% Vertical Axis Y Hot Rolled Steel Code AISC: ASD 9th Cold Formed Steel Code AISI 01: LRFD Wood Code NDS 91/97: ASD Wood Temperature < 100F Concrete Code ACI 2002 Number of Shear Regions 4 Region Spacing Increment (in) 4 Biaxial Column Method PCA Load Contour Parme Beta Factor (PCA) .65 Concrete Stress Block Rectangular Use Cracked Sections Yes Bad Framing Warnings No Unused Force Warnings Yes Joint Coordinates and Temperatures Label Xfft] Yfft] Zfft] Temp fF] Detach From Diap... 1 Nl 0 0 0 0 2 1 N2 13.25 0 0 0 RISA-3D Version 7.0.2 [S:\...\...\...\Calcs\Lower RoofiPost Support 18.5 RB.r3d] Page 1 Company Nov 12, 2007 Designer 1:45 PM Job Number: Checked By: Joint Deflections LC Joint Label Xfin] Yfin] Zfin] X Rotation frad] Y Rotation frad] Z Rotation frad] 1 3 Nl 0 0 0 0 0 0 2 3 N2 0 0 0 0 0 0 Joint Reactions (By Combination) LC Joint Label Xfk] Yfk] Zfk] MX fk-ft] MY fk-ft] MZ fk-ft] 1 3 Nl 0 .5 0 0 0 0 2 3 N2 0 .5 0 0 0 0 3 3 Totals: 0 1 0 4 3 COG (ft): X: 6.625 Y: 0 Z: 0 Load Combinations 1 1.4D Yes Y 1 1.4 2 1.2D+1.6L Yes Y 1 1.2 2 1.6 3 D+L Yes Y 1 1 2 1 4 L Yes Y 2 1 Member Distributed Loads Member Label Direction Start Magnitudefk/ft.d...End Magnitudefk/ft.deg] Start Locationfn.%] End Locationfft.%] No Data to Print... Joint Loads and Enforced Displacements Joint Label L.D.M Direction Magnitudefk.k-ft in.rad k*s''2/ft] No Data to Print... Member Point Loads (BLC 1: DL) Member Label Direction Magnitudefk.k-ft] Locationfft.%] 18.5 ft RB Line k-l Y -1 %50 Cold Formed Steel Properties Label E fksi] G fksi] Nu Therm (\1E5 F) Densityfk/ffS] Yieldfksi] Ultimatefksi] 1 A570 33 29500 11346 .3 .65 .49 33 52 2 A607 C1 55 29500 11346 .3 .65 .49 55 70 Member Primary Data Label 1 Joint J Joint K Joint Rotate(dea) Section/Shape Type Desian List Material Design Rules I 1 [18.5 ft RB Line ...[ Nl N2 1 1 CF1A Beam None [A607_ci_55[ Typical 1 Member Advanced Data Label I Release J Release I Offsetfin] J Offsetfin] T/C Only Physical TOM Inactive 1 |18.5ftRB Line..[ BenPIN BenPIN Yes RISA-3D Version 7.0.2 [S:\...\...\...\Calcs\Lower Roof\Post Support 18.5 RB.r3d] Page 2 Company Designer Job Number Nov 12,2007 1:45 PM Checked By:_ Member Section Deflections LC Member Label Sec X fin] v fin] zfin] X Rotatefrad] (n) L/y Ratio (n) L/z Ratio 1 3 18.5 ft RB Line k-l 1 0 0 0 0 NC NC 2 2 0 -.08 0 0 1994.705 NC 3 3 0 -.116 0 0 1371.36 NC 4 4 0 -.08 0 0 1994.705 NC 5 5 0 0 0 0 NC NC Member Section Forces (By Combination) LC Member Label Sec Axialfk] y Shearfk] z Shearfk] Torquefk-ft] y-y Momentfk-.. z-z Momentfk-.. 1 3 18.5 ft RB Line k-l 1 0 .5 0 0 0 0 2 2 0 .5 0 0 0 -1.656 3 3 0 -.5 0 0 0 -3.313 4 4 0 -.5 0 0 0 -1.656 5 5 0 -.5 0 0 0 0 Cold Formed Steel Section Sets Label Shape Type Design List Material Design Rules A fin2] lyy fin4] Izz fin41 J fin4] CF1A [1200S250-68I Beam None [A607_C1_55[ Typical I 1.263 .836 24.484 .002 RISA-3D Version 7.0.2 [S:\...\...\...\Calcs\Lower Roof\Post Support 18.5 RB.r3d] Page 3 EL. -.5k Linj k-l ^N2 Loads: LC 3, D+L Results for LC 3, D+L Nov 12, 2007 at 1:47 PM Post Support kl RB.r3d Company Nov 12, 2007 Designer 1:46 PM Job Number : Checked By: Basic Load Cases BLC Description Cateaory X Gravity Y Gravity Z Gravity Joint Point Distributed Area (Member) Surface (... 1 DL DL 1 2 LL LL Joint Boundary Conditions Joint Label X fk/in] Y fk/in] Z fk/in] X Rot fk-ft/rad] ^ Y Rot.fk-ft/rad] ^ Z Rot.fk-ft/rad] Footing Nl Reaction Reaction Reaction Reaction Reaction N2 Reaction Reaction Member Cold Formed Steel Code Checks LC Member Shape UCMax Locfft] Shear U... Locfft] DirDhi*Pnfkl Dhi'Tnfkl Dhi*Mny.. Dhi'Mnz.. Cb Cmw Cmzz Ean 1 l3l Line k-l |600S250-68| .861 16.6251 .029 1 0 vl 5.532 [41.3821 .86 1.923 1 1 .6 1 1 IC5.2.2..1 Cold Formed Steel Design Parameters Label Shape Length.. Lbyyfft] Lbzzfft] Lcomp to... Lcomp bo... Kyy Kzz Cm-yy Cm-zz Cb R yswayzsway 1 I Line k-l I CF1A 113.25 Global Display Sections for Member Calcs 5 Max Internal Sections for Member Calcs 97 Include Shear Deformation Yes Include Warping Yes Area Load Mesh (in'^2) 144 Merge Tolerance (in) .12 P-Delta Analysis Tolerance 0.50% Vertical Axis Y Hot Rolled Steel Code AISC: ASD 9th Cold Formed Steel Code AISI 01: LRFD Wood Code NDS 91/97: ASD Wood Temperature < 100F Concrete Code ACI 2002 Number of Shear Regions 4 Region Spacing Increment (in) 4 Biaxial Column Method PCA Load Contour Parme Beta Factor (PCA) .65 Concrete Stress Block Rectangular Use Cracked Sections Yes Bad Framing Warnings No Unused Force Warnings Yes Joint Coordinates and Temperatures Label Xfft] Yfft] Zfft] Temp fF] Detach From Diap... 1 Nl 0 0 0 0 2 N2 13.25 0 0 0 RISA-3D Version 7.0.2 [S:\...\...\...\Calcs\Lower Roof\Post Support kl RB.r3d] Page 1 Company Nov 12,2007 ' Designer 1:46 PM Job Number : Checked By: Joint Deflections LC Joint Label Xfin] Yfin] Zfin] X Rotation frad] Y Rotation frad] Z Rotation frad] 1 3 Nl 0 0 0 0 0 0 2 3 N2 0 0 0 0 0 0 Joint Reactions (By Combination) LC Joint Label Xfk] Yfk] Zfk] MX fk-ft] MY fk-ft] MZ fk-ft] 1 3 Nl 0 .25 0 0 0 0 2 3 N2 0 .25 0 0 0 0 3 3 Totals: 0 .5 0 4 3 COG (ft): X: 6.625 Y: 0 Z: 0 Load Combinations 1 1.4D Yes Y 1 1.4 2 1.2D+1.6L Yes Y 1 1.2 2 1.6 3 D+L Yes Y 1 1 2 1 4 L Yes Y 2 1 Member Distributed Loads Member Label Direction Start Magnitudefk/ft.d... End Maanitudefk/ft.deg] Start Locationfft.%] End Locationfft.%] No Data to Print. Joint Loads and Enforced Displacements Joint Label L.D.M Direction Magnitudefk.k-ft in.rad k*s''2/ft] No Data to Print... Member Point Loads (BLC 1: DL) Member Label Direction Magnitudefk.k-ft] Locationfft.%] Line k-l Y %50 Cold Formed Steel Properties Label E fksi] G fksi] Nu Therm (\1 E5 F) Densityfk/ft'^31 Yieldfksi] Ultimatefksi] 1 A570 33 29500 11346 .3 .65 .49 33 52 2 A607 CI 55 29500 11346 .3 .65 .49 55 70 Member Primary Data Label I Joint J Joint K Joint Rotate(deg) Section/Shape Type Design List Material Design Rules Line k-l I Nl I N2 I I I CF1A I Beam I None [A607_ci_55[ Tvpic"an Member Advanced Data Label I Release J Release I Offsetfin] J Offsetfin] T/C Only Physical TOM Inactive Line k-l BenPIN BenPIN Yes RISA-3D Version 7.0.2 [S:\...\...\...\Calcs\Lower Roof\Post Support kl RB.r3d] Page 2 Company Nov 12,2007 Designer 1:46 PM Job Number : Checked By: Member Section Deflections LC Member Label Sec X fin] y [in] zfin] X Rotatefrad] (n) L/y Ratio (n) L/z Ratio 1 3 Line k-l 1 0 0 0 0 NC NC 2 2 0 -.206 0 0 770.215 NC 3 3 0 -.3 0 0 529.523 NC 4 4 0 -.206 0 0 770.215 NC 5 5 0 0 0 0 NC NC Member Section Forces (By Combination) LC Member Label Sec Axialfk] y Shearfk] z Shearfk] Torquefk-ft] y-y Momentfk-.. z-z Momentfk-.. 1 3 Line k-l 1 0 .25 0 0 0 0 2 2 0 .25 0 0 0 -.828 3 3 0 -.25 0 0 0 -1.656 4 4 0 -.25 0 0 0 -.828 5 5 0 -.25 0 0 0 0 Cold Formed Steel Section Sets Label Shape Type Design List Material Design Rules A fin2] lyy fin4] Izz fin4] J fin4] CF1A 1600S250-68 [ Beam None I A607_C1_55 [ Typical .836 .688 4.727 .001 RISA-3D Version 7.0.2 [S:\...\...\...\Calcs\Lower Roof\Post Support kl RB.r3d] Page 3 DATE % BURKETT&WONG ENGR, ENGINEERS SHEET_ JOB NO_ PROJECT H lULf^ ,5"? \% t)L- # BURKETT&WONG ENGINEERS \ -1^ -1^ V, .^,(o -73 -h.^ ^> .2-/<5 - <='1 i- . K'^;^r^- • i^.l yit^L-,(, ^v^:,CM D'ci- DATE_ ^ BURKETT&WDNG ENGR_ ENGINEERS SHEET. PS JOB NO. PROJECT /.2HI "^.^ O <\-,\ <\0 -) / k 11 ' • "1 7».34 ^ 'ol. ion BURKETT&WONG 3„,,, V DATE ^ ENGINEERS ^""^ PROJECT DATE ^ BURKETT&WONG ENGINEERS SHEET_ ENGR. JOB NO. PROJECT (E) pi L—; \ k I : i 6.,-o/'V =1 y c- ? >> » I I -A -<j 1 1^ r- ^1 a> CD b b b[b I I N3 Ji. CD'CD < ST cn M w o CDI (D OJ roiNJ o Olocn o CO CO C*J o M m D CJJlO) b b O .t>. <3> <j> -t^ b b bib Ji. .t>. OJ Ji. CD CO : CO CO N3 t>0jCO;N5 O O CX5 O [ I I 4^t.t^ (j3 .pk CO CO CO CD CD K) MICO N) N5 O O CO O O CD CO NJ O o cn 4^ CO CD to M cn' O O CJl -kj-i-icn CO cn o!o N) tolM CO o to N5 CJ> cn bo o> oo lOi-^ .p^l IO COi CD CD ol ro ro cn cnio oiCO -ijCO O 00 C35 C3) O O ro N3 CO ro'ro _i|(0 00 cn bo CD cn -(i. CD cn *.| cn cn o *.| CD roi ro OjCD 00 cn CD • 1— l<iro 5 CL tn o o ro bo CO cn a> cn CD ^ cn oo] cn ro IO cn ro b cn cotb CO CO I -Ci. 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ENGR. burkett ^ &ujong stfuctufol • civil ertglneers SHEET JOB NO. PROJECT DATE_^_ ENGR ^ burkett ^ &ujong structurol * civil engineers SHEET. JOB NO- PROJECT ^^r^^^^ P ^W^v^ C-^-. c^u^v^- t.i£:.-.r^<>-^. TV... <5 ^^eO 11/6/2007 Engineer- CEC Burkett & Wong Sheet_ Job No. Carlsbad Villa 53 Wall or Frame No. 2 4 4 7 7 A Footing Length FT 20.00 20.00 34.00 7.00 16.00 14.00 Footing Width FT ' '2.(X) " " ' 2.00 "2.00" 2.00 2.00 "2.01)' Footing Thickness FT 2.00 2.00 2.00 Too" ' 2"."00 2.00 Total Axial P KIPS 1.80 1.50 4.80 0.75" " "" 1.95"" 6.46 Overturning Moment K-FT 116.2 123.5 395^2 90.1 108.6 55.2 yVall or Frame Length FT 13.00 10.00 32.00 5.00 14.00 14.00 Overburden KSF 0^00 0.00 0.00 0.00 0.00 0.00 ASB KSF 6.67 6.67 6.67 6.67 6.67 6.67 F'c KSI (3KSI max) ' aoo 3.00 3.00 3.00 3.00 3.00 ' / Fy KSI 60 " 60 60 60 60 60 Load Factor for Concrete 1.55 1.55 1.55 " 1.55 .. . 1.55 Av req'd SQ|N/FT 0.00 0.00 0.00 0.24 0.00 0.00 As req'd SQIN " 1.04" 1^04 1.04 1.60 1.04 1.04 As req'd SQIN per foot, width 0.52^ 0.52 0,52 0.80 0.52 0.52 _ -As req'd SQIN 1.04 Td4 iToT rd4" 1.04 -As req'd SQIN per foot, width 0.52 0.52 0^52" """ 0.52 0.52" Use GB-2 ' Use GB-l" Use GB-1 Use GB-1' Use GB-1 Use GB-1 SB ChecIc OK OK OK NG OK OK V max Check OK OK OK OK " OK OK As max Check OK OK OK OK " " OK OK Max stirrup spacing in IN 10.0 10.0 10.0 10.0 10.0 10.0 Length of soil pressure in FT 10.9 9.4 14.9 -30.9 2.5 Tl.8 Relative footing cost 367 367 624 149 293 257 Ftg wt KLF 0.83 0.83 0.83 0.83 0.83 0.83 Total wt K 18 33 7 15 18 e FT 6.36 6^86 12.03 13.81 7.17 3.07 X FT 3.65 3.14 4.97 -10.31 0.83" 3.93 ex6/L 1.91 2.06 2.12 •il.84 2.69 1.31 SP max KSF 1.67 1.91 2.20" -6.21 6.06 1.53 Spmin KSF 0.00 0.00 0.00 "" 0.00 0.00 0.00 slope K/F 0.31 0.41 0.30 0.01 4.85" 0.26 d FT 1.67 ... 1.67 1.67 1.67 1.67 Cantilever, ft 3.50 5.00 1.00 1.00 1.00 0.00 Length to min steel 3.50 5.00 1.00 0.65 " 1.00 0.00 Cantilever-d FT 1.83 3.33 -0.67" -0.67 -0.67 " -1.67 VI K 3 4 1 1 1 0 V2K 5 7 9 17 6 1 V3K 4 8 -2 32 -9 -4 Vu max K 8 12 14 50 9 T +Mu K-FT '21 45 3 114" "" 7 0 -Mu K-FT 8 16 1 1 1 0 __Fc\5 0.05 0.05 "0.05 0.05 0.05 0.05 As min temp SQIN 1.04 1.04 1.04 1.04 1.04 1.04 As min SQIN 1.60 1.60 1.60 1.60 1.60 1.60 Av min SQIN 0.24 0.24 0.24 0.24 0.24 0.24 "l ll^T^ " r L Vc K 53 53 53 " 53 ~ 53 53 Vs min K 24 24 24 24 24 24 (Vc + Vs min)*0.85 K 65 65 65 65 65 +As SQIN 0.23 0.51 0.03 1.31 0.08 0.00 -As SQIN "0.09 0.18 0.01 0.01 0.01 0.00 SB max KSF 1.67" 1.91 " 2.20 -0.21 6.06 1.53 SB min KSF 0.0 0.0 o;o 0.0 o.d 0.0 Vu KIPS "8.0 12.0 " 14.1 49.7 9.2 1.1 Mu reqd FT-K 21 45 3 114 7 """ • 0 -Mu reqd FT-K 8 16 1 1 1 0 Notes: 1 Assumes linearly elastic soil pressure distribution under grade beam 2 Assumes grade beam vertical loads at wall ends only 11/6/2007 Engineer- CEC Burkett & Wong Sheet_ Job No. Carlsbad Villa 53 Wall or Frame No. B C D E F G H Footing Length FT 16.00 18.00 16.00 16.00 19.00 16.00 19.00 Footing Width FT 2.00 2.00 "2.0"0 " 2.00 2.00 2.00 ^ 2.0(1 Footing Thickness FT 2.00 2.00 2.00 2.00" 2.0U "i.oo' 2.00 ' " "" "" Total Axial P KIPS 14.76 14.70 12.92 14.76 14.76 11.99 14.76 Overturning Moment K-FT 155.9 190.5 136.42 155.90 210.72 148.50 "210.72 Wall or Frame Length FT 16.00 16.00 14.00 16.00 " 16.00 13.00 16.00 Overburden KSF 0.00 0.00 0.00 " 0.00 0.00 0.00 0.00 ASB KSF 6.67 6.67 6.67 6.67 6.67 6.67 6.67 F'c KSI (SKSTmax) 3.00 3.00 "3.00 3.00 3.00 3.00 3.00 ^1^"" ^ y FyKSI 60 60 " """" 60 60^ 60 60 60 Load Factor for Concrete 1.55 1.55 1.55 1.55 1.55 1.55 1.55 Av req'd SQIN / FT 0.00 0.00 0.00 0.00 0.00 0.00 0.00 As req'd SQIN 1.04 1.04 1.04 1.04 1.04 1.04 1.04 As req'd SQIN per foot, width r .„052_ 0.52 0.52 0.52 0.52 0.52 0.52 -Asreq'dSQlN J04'" 1.04 1.04 1.04 1.04 1.04" -As req'd SQIN per foot, width " "6."52 0 52 0.52 "" 0.52 0.52" 0.52 0.52 Use GB-1 Use GB-1 Use GB-1 Use GB-1 Use GB-1 Use GB-1 Use GB-1 SB Check OK OK OK OK OK OK OK V max Check OK OK OK OK OK OK OK As max Check OK OK OK OK OK OK OK Max stirrup spacing in IN 10.0 10.0 10.0 10.0 L 10.0 10.0 10.0 J Length of soil pressure in FT 7.3 7.7 8.3 t 7.3 7.7 6.3 7-7 Relative footing cost 293 330 293 293 348 293 348 Ftg wt KLF 0.83 0.83 0.83 0.83 0.83 0.83 0.83 Total wt K 28 30 26 28 30 25 " 30 eFT 5.58 6.43" 5.22 5.58 6.92 5.89 6.92 XFT 2.42 2.57 ^ 2.78 2.42 2.58 2.11 2.58 ex6/L 2 "09 2.14 1.96 2.09 2.19 2.21 2.19 SP max KSF 3.84 3.85 3.14 3.84 3.94 3.99 3.94 Spmin KSF 0.00 0.00 0.00 0.00 0.00 1.02 0.00 1.26 0.00 slope k/F " 1.06 1.00 " 0.75 1.06 0.00 1.02 0.00 1.26 1.02 d FT 1.67 1.67 " 1.67 1.67 1.67 1.67 1.67 Cantilever, ft 0.00 1.00 1.00 0.00 r 1.50 1.50 J 1.50 Length to min steel 0.00 1.00 1.00 ' 0.00 1.50 1.50 1.50 Cantilever-d FT -1.67 -0.67 -0.67 :"i".67 -0.17 -0.17 -0.17 VI K 0 ^ 1 1 0 1 1| 1 V2K 2 4 2 5, ^ 4 5 V3K -13 -5 -4 -13 -1 -1 -1 Vu max K " ' 4 6 4 4 7 6 7 +Mu K-FT 0 5 4 0 11 11 11 -Mu K-FT 0 1 1 0 1 1 1 F'c'^.5 0.05 0.05 "0.05" 0.05 0.05 0.05 0.05 As min temp SQIN 1.04 1.04 1.04 1.04 1.04 1.04 1.04 _ _J ^ As min SQIN 1.60 1.60 " 1.60 1.60 1.60 1.60 1.60 Av min SQIN 0.24 0.24 0.24 0.24 0.24 0.24 0.24 VcK 53 53 53 53 53 53 :"" 53 Vs min K 24 24 24 24 24 24 24 (Vc + Vs min)*0.85 K 65 65 65 65 65 65 65 +As SQIN 0.00 0.06 0.04 0.00 0.13 0.13 0.13 -As SQIN 0.00 0.01 0.01 0.00 0.02 0.02 1 0.02 SB max KSF 3.84 3.85 3.14 3.84 3.94 3.99 3.94 SB min KSF 0.0 0.0 0.0 0.0 0.0 0.0 6.0 Vu KIPS 3.7 5.7 3.8 3.7 7.1 6.5 k 7.1 Mu reqd FT-K " 0 5 4 0 11 11 111 -Mu req(j"FT-K 0 1 1 0 1 1 1 Notes: 11/6/2007 Engineer- CEC Burkett & Wong Sheet_ Job No. Carlsbad Villa 53 Wall or Frame No. 1 J K L M Footing Length FT 16.00 15.00 17.00 16.00 14.00 Footing WidTh Ft 2.00" 2.00 2.00 2.00 2.00 Footing Thickness FT "2".00 2.00 2.00 2.00 2.00 I Z " Total Axial P KIPS 14.76 12.92 14.76 14.76 6.46 Overturning Moment K-FT 155:96 1"36."42 175.87 155.90 55.20 Wall or Frame Length FT 16.60" 14.00 16.00 16.00 14.00 Overburden KSF 0.60" "0.00 0.00 0.00 0.00 ASB KSF 6.67 6.67 6.67 6.67 6.67 F'c KSI (3KSI max) 3.00 3.00 3.00 3.00 3.00 Fy KSI 60 60 60 60 . .. . Load Factor for Concrete 1.55 1.55 1.55 1.55 1.55 Av req'd SQIN / FT 0.00 0.00 0.00 0.00 0.00 As req'd SQIN " 1.64" 1.04 l_ 1.04 1.04 1.04 As req'd SQIN per foot, width 0.52 0.52" 0.52 1 0.52 " 0"52 -As req'd SQIN 164" 1.04 1.04 1 64 164" -As req'd SQIN per foot, width "0.52" 0.52 0.52 0.52 0.52 Use GB-1 Use GiB-T Use GB-1 Use GB-1 Use GB-1 SB Check OK OK OK OK OK V max Check "" OK OK OK OK OK As max Check OK OK OK OK OK Max stirrup spacing in IN 10.0 10.0 10.0 10.0 L 10.0 Length of soil pressure in FT 7.3 " 6.3" 7.2 " "7.3" 11.8 Relative footing cost 293" 275 312 293 257 Ftg wt KLF 0.83 0.83 0.83 0.83 0.83 Total wt K 28 25 29I 28 18 eFT 5.58 5.39 6.11 5.58 3.07 XFT 2.42 2.11 2.39 2.42 "3.93 ex6/L 2.09 2.16 [ 2.16 2.09 1.31 SP max KSF 3.84 4.00 J 4.01 3.84 1.53 Spmin KSF 0.00 0.00 0.00 0.60 0 00 slope K/F 1.06 1.27 1.12 1.66^ 0.26 dFT 1.67 1.'67 1.67 1."67" 1.67 Cantilever, ft 0.00 0.50 0.50 0.00 0.00 Length to min steel 0.06 0.50 0.50 0.00 0.00 Cantilever-d FT -1.67 -1.17 -1.17 r -1 •6"7 -1.67 VI K 0 0 0 0 0 V2 K 2 3 3 2 1 V3K -13 -9 -9 -13 -4 Vu max K 4 4 5 4 1 +Mu K-FT 0 1 1 0 0 -Mu K-FT 6' 0 0 0 0 Fc\5 0.05 0.05 0.05 0.05 0.05 As min temp SQIN 1.04 1.04 1.04 1.04 1.04 As min SQIN 1.60" I.6O" 1.60 1.60 1.60 Av min SQIN 6.24 0.24 0.24 0.24 " 0.24 VcK 53 53 53 53 53 Vs min K 24 24 24 24 24 (Vc +Vs"min)*0.85"K 65 65 65 65 F 65 +As SQIN 0.06 0.02 0.02 0.00 ^ 0.00 -As SQIN 0.00 0.00 " 0.00 0.00 0.00 SB max KSF 3:84 * 4.00 4.6-i 3.84 1.53 SB min KSF 0.0 0.0 0.0 0.0 0.0 Vu KIPS 3.7 4.5 5.0 I 37 """1.1 " Mu reqd FT-K 0 1 1 0 0 -Mu reqd FT-K 0 0 0 0 0 Notes: DATE iO/py BURKETT&WONG ENGINEERS SHEET. ENGR. JOB NO /00/3A PROJECT 1/ c-o oca iKjo- i A A. U- 1^ fr^'-CCMY ' - 6= "2.^ OSO * (JO \Jt^ i vJtorvr Oti^oe ^ BURKETT&WONG p HAIE ^ ENGINEERS ' V FNGR t^^^ JOB NO PROJECT ^3 L-^ :isM' LU 15.? Ac/5,5 ; ^ '^'^ ^s'j ^ 1(^2-^-1 To specify your own special title blocit here, use the "Settings" screen and enter your title block information. Title • CRR Villa 53 Job# : Description.... Abutment wall Dsgnr: CEC Page: Date: NOV 7,2007 This Wall in File: y:\jpm designmanagement\10013a carlsbc Retain Pro 2007 , 2-Oct-2007, (c) 1989-2007 www.retainpro.com/support for latest release Registration # : RP-1164305 2007007 Cantilevered Retaining Wall Design Code: IBC 03 & 06 Criteria Retained Height = 6.00 ft Wall heigtit above soil = 0.00 ft Slope Behind Wall = 0.00 : 1 Height of Soil over Toe = 0.00 in Water height over heel = 0.0 ft Wind on Stem = 0.0 psf Vertical component of active lateral soil pressure options: USED for Soil Pressure. NOT USED for Sliding Resistance. USED for Overturning Resistance. Soil Data Surcharge Loads Surcharge Over Heel = Q.O psf Used To Resist Sliding & Overturning Surcharge Over Toe = 0.0 psf Used for Sliding & Overturning Axial Load Applied to Stem Axial Dead Load = 0.0 lbs Axial Live Load = 0.0 lbs Axial Load Eccentricity = 0.0 in *Design Summary | Wall Stability Ratios Overturning Sliding Total Bearing Load ...resultant ecc. Soil Pressure @ Toe Soil Pressure @ Heel Allowable Soil Pressure Less Than Allow/able ACI Factored @ Toe ACI Factored @ Heel Footing Shear @ Toe Footing Shear @ Heel Allowable Sliding Calcs (Vertical Component NOT Used) Lateral Sliding Force 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 IBC 03 &0 1.200 1.600 1.600 1.600 1.000 I I Footing Dimensions & Strengths | Allow Soil Bearing = 5,000.0 psf Equivalent Fluid Pressure Method Heel Active Pressure Toe Active Pressure Passive Pressure Soil Density, Heel Soil Density, Toe FootingllSoil Friction Soil height to ignore for passive pressure 33.0 psf/ft 33.0 psf/ft 150.0 psf/ft 110.00 pcf 0.00 pcf 0.330 0.00 in Toe Width Heel Width Total Footing Width Footing Thickness 0.50 ft 4.00 4.50 12.00 in Key Width = 0.00 in Key Depth = 0.00 in Key Distance from Toe = 0.00 ft fc = 2,000 psi Fy = 60,000 psi Footing Concrete Density = 150.00 pcf Min. As % = 0.0018 Cover® Top = 2.00 in @ Btm.= 3.00 in ^ ^^atera^oa^Applie^^Sterr^^Jl Adjacent Footing Load 4.97 OK 1.55 OK 3,731 lbs 3.01 in 1,107 psf OK 552 psf OK 5,000 psf 1,244 psf 620 psf 0.0 psi OK 6.9 psi OK 76.0 psi 792.0 lbs 75.0 lbs 1,153.4 lbs 0.0 lbs OK 0.0 lbs OK Lateral Load ...Height to Top ...Height to Bottom 0.0 #/ft 0.00 ft 0.00 ft Adjacent Footing Load Footing Width Eccentricity Wall to Ftg CL Dist Footing Type Base Above/Below Soil at Back of Wall Poisson's Ratio 0.0 lbs 0.00 ft 0.00 in 0.00 ft Line Load 0.0 ft 0.300 ^te^Xonstructio^^^J . Design Height Above Ft£ ft = Wall Material Above "Ht" Thickness = Rebar Size = Rebar Spacing = Rebar Placed at = Design Data fb/FB + fa/Fa Total Force @ Section lbs = Moment....Actual ftS = Moment Allowable = Shear Actual psi = Shear Allowable psi = Wall Weight Rebar Depth 'd' in = LAP SPLICE IF ABOVE in = LAP SPLICE IF BELOW in = HOOK EMBED INTO FTG in = Masonry Data f m psi: Fs psi = Solid Grouting = Use Full Stresses = Modular Ratio 'n' = Short Term Factor = Equiv. Solid Thick. = Masonry Block Type = Masonry Design Method = Concrete Data fc psi = Fy psi = Top stem Stem OK 0.00 Concrete 9.00 # 4 18.00 Center 0.725 950.4 1,900.8 2,621.3 17.6 82.2 112.5 4.50 17.09 6.75 Medium Weight ASD 3,000.0 60,000.0 To specify your own special title block here, use the "Settings" screen and enter your title block information. Title CRR Villa 53 Job# : Description.... Abutment wall Dsgnr: CEC Page: Date: NOV 7,2007 This Wall in File: y:\jpm designmanagement\10013a carlsb; Retain Pro 2007 . 2-Oct-2007, (c) 1989-2007 www.retalnpro.com/support for latest release Registration # : RP-1164305 2007007 Cantilevered Retaining Wall Design Code: IBC 03 & 06 Footing Design Results Factored Pressure Mu' : Upward Mu': Downward Mu: Design Actual 1-Way Shear Allow 1-Way Shear Toe Reinforcing Heel Reinforcing Key Reinforcing Toe 1,244 153 23 130 0.00 76.03 None Spec'd None Spec'd None Spec'd Heel 620 psf 0 ft-# 0 ft-# 1,901 ft-# 6.93 psi 76.03 psi Other Acceptable Sizes & Spacings Toe: Not req'd, Mu < S * Fr Heel: Not req'd, Mu < S * Fr Key: No key defined Summary of Overturning & Resisting Forces & Moments Item OVERTURNING Force Distance IVIoment lbs ft ft-# RESISTING Force Distance Moment lbs ft ft-# Heel Active Pressure Toe Active Pressure Surcharge Over Toe Adjacent Footing Load Added Lateral Load Load @ Stem Above Soil: 808.5 -16.5 2.33 0.33 1,886.5 -5.5 Total = 792.0 O.T.M. = 1,881.0 Resisting/Overturning Ratio = 4.97 Vertical Loads used for Soil Pressure = 3,731.3 lbs Vertical component of active pressure used for soil pressure Soil Over Heel Sloped Soil Over Heel = Surcharge Over Heel = Adjacent Footing Load = Axial Dead Load on Stem = Soil Over Toe . Surcharge Over Toe . Stem Weight(s) Earth @ Stem Transitions. Footing Weight . Key Weight . Vert. Component . 2,145.0 675.0 675.0 236.3 2.88 0.00 0.88 2.25 4.50 6,166.9 590.6 1,518.8 1,063.2 Total: 3,731.3 lbs R.M.= 9,339.4 DESIGNER NOTES: To specify your own special title block here, use the "Settings" screen and enter your title block information. Title ...New... Job # ...New... Description.... Dsgnr: Page: Date: NOV 7,2007 This Wall in File: y:\ipm designmanagement\10013a carlsb; Retain Pro 2007 , 2-Oct-2007, (c) 1989-2007 www.retalnpro.com/support for latest release Registration # : RP-1164305 2007007 Restrained Retaining Wall Design Code: IBC 03 & 06 Criteria Retained Height = 6.00 ft Wall height above soil = 0.00 ft Total Wall Height = 6.00 ft Top Support Height = 6.00 ft Slope Behind Wal = 0.00: 1 Height of Soil over Toe = 0.00 in Water height over heel = 0.0 ft Wind on Stem = 0.0 psf Soil Data Allow Soil Bearing = 5,000.0 psf Equivalent Fluid Pressure Method Footing Strengths & Dimensions Heel Active Pressure Toe Active Pressure Passive Pressure Soil Density FootingllSoil Frictior Soil height to ignore for passive pressure 55.0 psf/ft 55.0 psf/ft 150.0 psf/ft 110.00 pcf 0.330 0.00 in Toe Width Heel Width Total Footing Widtt Footing Thickness Key Width Key Depth Key Distance from Toe 0.50 ft 4.00 4.50 14.00 in 0.00 in 0.00 in 0.00 ft fc = 3,000 psi Fy = 60,000 psi Footing Concrete Density = 150.00 pcf Min. As % = 0.0018 Cover® Top = 2.00 in @ Btm.= 3.00 in Vertical component of active lateral soil pressure options: USED for Soil Pressure. NOT USED for Sliding Resistance. USED for Overturning Resistance. Surcharge Loads Surcharge Over Heel = 0.0 psf »>Used To Resist Sliding & Overturning Surcharge Over Toe = 0.0 psf Used for Sliding & Overturning ^ Umfom^^tera^^a^AppMe^^Sten^^k Adjacent Footing Load Lateral Load ...Height to Top ...Height to Bottor 0.0 #/ft 0.00 ft 0.00 ft Axial Load Applied to Stem Axial Dead Load Axial Live Load Axial Load Eccentricity 562.0 lbs 1,250.0 lbs 0.0 in Earth Pressure Seismic Load 1 Adjacent Footing Load Footing Width Eccentricity Wall to Ftg CL Dist Footing Type Base Above/Below Soil at Back of Wall Poisson's Ratio Kf^ Soil Density Multiplier = 0.200 g Added seismic per unit area ^Ste^WeighfSeismi^oad^^^ Fp / Wp weight Multiplier 0.000 g Added seismic per unit area 0.0 lbs 0.00 ft 0.00 in 0.00 ft Line Load 0.0 ft 0.300 0.0 psf 0.0 psf Design Summary I ^oncret^tem^onsto^^ Total Bearing Load ...resultant ecc. 5,519 lbs 6.98 in Soil Pressure @ Toe = 2,178 psf OK Soil Pressure @ Heel = 275 psf OK Allowable = 5,000 psf Soil Pressure Less Than Allowable ! Base of Wall ACI Factored @ Toe ACI Factored @ Heel Footing Shear @ Toe Footing Shear @ Heel Allowable Reaction at Top Reaction at Bottom Sliding Stability Ratio 2,811 psf 355 psf 0.0 psi OK 4.1 psi OK 82.2 psi 330.0 lbs 1,082.4 lbs 1.78 OK Stem OK 0.00 ft # 5 18.00 in Center 5.00 in Sliding Calcs (Vertical Component NOT Used) Lateral Sliding Force = 1,082.4 lbs less 100% Passive Forces - 102.1 lbs less 100% Friction Force= - 1,821.4 lbs Added Force Req'd = 0.0 lbs OK ....for 1.5 : 1 Stability = 0.0 lbs OK Load Factors Building Code Dead Load Live Load Earth, H Wind, W Seismic, E IBC 03 & 0 1.200 1.600 1.600 1.600 1.000 Thickness = 10.00 in py = 60,000 psi Wall Weight = 125.0 psf fc = 3,000 psi Stem is FREE to rotate at top of footing Mmax Between @ Top Support Top & Base stem OK Stem OK Design Height Above Ftc = 6.00 ft 2.53 ft Rebar Size = # 5 #5 Rebar Spacing = 18.00 in 18.00 in Rebar Placed al = Center Center Rebar Depth 'd' = 5.00 in 5.00 in Design Data fb/FB + fa/Fa = 0.000 0.273 Mu....Actual = 0.0 ft-# 1,219.4 ft-# Mn*Phi Allowable = 4,461.0ft-# 4,461 .Oft-# Shear Force @ this height = 528.0 lbs Shear Actual = 8.80 psi Shear Allowable = 82.16 psi Rebar Lap Required = 21.36 in 21.36 in Hooked embedment into footing (w/ stress level reduction) Other Acceptable Sizes & Spacings: Toe: None Spec'd -or- Not req'd, Mu < S * Fr Heel:None Spec'd -or- Not req'd, Mu < S * Fr Key: No key defined -or- No key defined 0.000 0.0ft-# 4,461 .Oft-# 1,056.0 lbs 17.60 psi 82.16psi 6.00 in To specify your own special title block here, use the "Settings" screen and enter your title block information. Title ...New... Job # : ...New... Description.... ^1 Dsgnr: Page Date: NOV 7,2007 This Wall in File: y:\ipm designmanagement\10013a carlsbc Retain Pro 2007 , 2-Oct-2007, (c) 1989-2007 www.retainpro.com/support for latest release Registration # : RP-1164305 2007007 Restrained Retaining Wall Design Code: IBC 03 & 06 n Footing Design Results Factored Pressure = Mu': Upward = Mu': Downward = Mu: Design = Actual 1-Way Shear = ieel Allow 1-Way Shear = 2,811 340 26 314 0.00 82.16 355 psf 4,668 ft-# 5,429 ft-# 761 ft-# 4.05 psi 82.16 psi Summary of Forces on Footing : Slab is NOT resisting sliding, stem is PINNED at footing Forces acting on footing for overturning, sliding, & soil pressure Lateral Distance Moment Overturning Moments... lbs ft ft-# Stem Shear @ Top of Footing Heel Active Pressure Sliding Force -660.0 -422.4 1.17 0.57 -770.0 -239.1 -1,009.1 = 1,082.4 Overturning Moment = Footing Stability Ratio 459.96 Net Moment Used For Soil Pressure Calculations 3,211.8 ft-# Resisting Moments.. Vertical lbs Lateral lbs Distance ft Surcharge Over Heel = Adjacent Footing Load = Axial Dead Load on Stem = Soil Over Toe = Surcharge Over Toe = Stem Weight = Soil Over Heel = Footing Weight = 1,812.0 750.0 2,090.0 787.5 0.92 0.92 2.92 2.25 Total Vertical Force 5,519.5 lbs Resisting Moment Moment ft-# 1,661.0 687.5 6,095.8 1,771.9 10,216.2 DESIGNER NOTES: DL= 562., LL= 1250.#, Ecc= O.in Lateral Restraint 330. # 1082.4# 274.92psf 2178.2psf 9.in Cone w/ #4 @ 18.in o/c #0@0.in @Toe i.in @ Heel Designer select all horiz. reinf. See Appendix A 6'-0" 6'-0" 2" 3 r-o" 4'-0" 4'-6" Pp= 75.# 792.# 551.56psf 1106.8psf 9.in Cone w/ #4 @ 18.in o/c in Heel Designer select all horiz. reinf. See Appendix A Project Name = Carlsbad Ranch Resort Date = Tue Oct 02 14:08:05 PDT 2007 Conternninous 48 States 2003 NEHRP Seismic Design Provisions Latitude = 33.13 Longitude = -117.31 Spectral Response Accelerations Ss and S1 Ss and SI = Mapped Spectral Acceleration Values Site Class B - Fa = 1.0 ,Fv = 1.0 Data are based on a 0.01 deg grid spacing Period Sa ^ (sec) (g) Vjj,^ 0.2 1.246 Ss, Site Class B 4 Leighton and Associates, Inc. A LEIGHTON GROUP COMPANY November 20,2007 Project No. 040575-005 To: Grand Pacific Resorts, Inc. 5900 Pasteur Court, Ste. 200 Carlsbad, CA 92008 Attention: Mr. Tim Stripe Subject: Foundation Plan Review and Update Geotechnical Design Recommendations, Grand Pacific Resorts Guest Services Building, Carlsbad Ranch Planning Area No. 5, Carlsbad, Califomia Introduction In accordance with the request of Mr. Dan Talant of Nogle Onufer Associates Architects, we have prepared this letter to summarize the findmgs of our geotechnical foundation plan review for the proposed Villas 53 Building at the Grand Pacific Carlsbad Resort project located in Carlsbad, Califomia. Our review was perfonned to identify potential conflicts with the referenced geotechnical reports. In addition, we have provided updated recommendations relative to the 2007 Califomia Building Code. Updated Recommendations for 2007 Califomia Buildino Code It is our understanding that the Villas 53 Building will be designed in accordance with the 2007 Califomia Building Code. Following are updated seismic design parameters per the 2007 CBC. Table 1 2007 CBC Seismic Design Parameters Site Classification C Short Period Spectral Acceleration Ss=1.246 1 Second Period Spectral Acceleration Si=0.471 Site Coefficients Fa=l.O Fv=1.332 3934 Murphy Canyon Road, Suite B205 • San Diego, CA 92123-4425 858.292.8030 • Fax 858.292.0771 • www.leightongeo.com 040575-005 Foundation Plan Review Comments We have perfonned a geotechnical review of the foimdation plans for the Grand Pacific Carlsbad Villas 53 Building. The purpose of our geotechnical review was to evaluate if the plans have been prepared in general accordance with the project geotechnical recommendations that have been presented in our reports (Leighton, 2005 and 2006). Based on our geotechnical review of the foundation plans and the geotechnical reports, the plans appear to have been prepared to general accordance with the project geotechnical recommendations. We provide the following comment for consideration: General Note: Where moisture-sensitive flooring materials are plarmed, alternative underslab moisture vapor protection should be provided as designed by the project architect. Additional guidance is provided by the American Concrete Institute (ACI, 2006). Limitations The conclusions and recommendations in this review are based in part upon data that were obtained fi-om a limited number of observations, site visits, excavations, samples, and tests. Such information is by necessity incomplete. The nature of many sites is such that differing geotechnical or geological subsurface conditions can and do occur. Therefore, the findings, conclusions and recommendations presented in this review and previous report can be relied upon only if Leighton has the opportunity to observe the subsurface conditions during grading and/or construction of this project. Only with these observations are we able to confirm that our preliminary findings are representative for the site. 4 -2- Leighton 040575-005 If you have any questions regarding this letter, please do not hesitate to be of service. We appreciate this opportunity to be of service. Respectfully submitted, LEIGHTON AND ASSOCL^TES, INC. Randall K. Wagner, CEG 1612 Director of Geology RKW/SAC/JSS SeanCoIorado, GE2507 Director of Engineering Distribution: (2) Addressee (2) Nogle Onufer Associates Architects, Attention: Mr. Russ Onufer (1) JPM Design Management, Attention: Mr. John Mattox (1) Hazard Construction, Attention: Mr. Bob Chateau -3-4 Leighton 040575-005 APPENDIX A References ACI, 2006, Guide for Concrete Slabs that Receive Moisture-Sensitive Floor Materials, ACI 302.2R-16, dated September 2006. Burkett & Wong Engineers, 2007, Carlsbad Ranch Villas 53, Sheets Sl.l, S1.2, S2.0, S2.1, S3.1, dated November 13,2007. Leighton and Associates, Inc., 2005, Geotechnical Investigation, Proposed 53 Acre Resort Development, Phase 1, Carlsbad Ranch, Planning Area No. 5, Carlsbad, Califomia, Project No. 040575-005, dated April 11,2005. , 2006, As-Graded Geotechnical Report of Rough and Fine Grading, Hotel One, Resort and Conference Facilities, Sales Building, and Villas No. 53-56, Lots 10 and 11, and a Portion of Lot 1, Grand Pacific Carlsbad, Carlsbad, California, Project No. 040575-005, dated August 2,2006. A-1 TITLE 24 REPORT Title 24 Report for: Carlsbad Ranch Villa 53 1700 Drake Way Carlsbad, CA 92008 Project Designer: Nogle Onufer Associates Architects 2398 San Diego Ave. San Diego, CA 92110 (619) 297-8066 Report Prepared By: Derek Hudak M-E Engineers 12127 Kirkham Road Poway, CA 92064 (858) 391-2922 Job Number: . 041246.10 ^c*^^ Date: i^i^^ 4/14/2008 The EnergyPro computer program has been used to perform the calculations summarized in this compliance report. This program has approval and is authorized by the California Energy Commission for use with both the Residential and Nonresidential 2005 Building Energy Efficiency Standards. This program developed by EnergySoft, LLC - www.energysoft.com. EnergyPro 4.4 byEnergySoft Job Number: 041246.10 User Number: 3218 TABLE OF CONTENTS Cover Page 1 Table of Contents 2 Form CF-1 R Certificate of Compliance 3 Form MF-1 R Mandatory Measures Summary 20 EnergyPro 4.4 by EnergySoft Job Number: 041246.10 User Number: 3218 tertiflcate Of Compliance : Residential (Parti of4) CF-1R karlsbad Ranch Villa 53 l^oject Title 700 Drakft Way Carlsbad Date 4/14/2QQ8 reject Address L/1-F Fnnineers iCto }ocumentauon Author nen (858) 391-2922 Compl iarice Method Telephone CA niimatfi 7nnfi 07 Climate Zone Building Permit # Plan Check/Date Field Check/Date TDV Standard Proposed Compliance (kBtu/sf-yr) Design Design Margin Space Heating 5.42 5.23 0.19 Space Cooring 3.00 4.75 -1.75 Fans 0.53 1.12 -0.59 Domestic Hot Water 16.58 14.31 2.27 Pumps 3.00 3.00 0.00 Totals 28.53 28.41 0.12 Percent better than Standard: 0.4% BUILDING COMPLIES - HERS VERIFICATION REQUIRED Building Type: • Single Family E Multi Family Building Front Orientation: Fuel Type: Fenestration: Area: 2,030 ft ^ Avg. U: Ratio: 18.2% Avg. SHGC: BUILDING ZONE INFORMATION Zone Name • Addition • Existing + Add/Alt (N) 0 deg Natural Gas 0.48 0.47 Floor Area Volume Units Total Conditioned Floor Area: Existing Floor Area: Raised Floor Area: Slab on Grade Area: Average Ceiling Height: Number of Dwelling Units: Number of Stories: # of Thermostat Zone Type Type FC-5314 -980 -8^330 Fr..S313 _98D FC-5312 FC-5311 _9aQ B,330 _JL _a.33D _-l .8.330 _1 05- 05- 05- Conditioned •Setback 11,170 ft^ n/a ft2 oft^ 3,920 ft2 8.5 ft 12.00 3 Vent Hgt. Area . 8 Conditioned SBthap.k J3 jD/a Conditioned Setback Conditioned Setback _8 jola jota OPAQUE SURFACES Insulation Act. Gains Condition Type Frame Area U-Fac. Cav. Cont. Azm. Tilt Y/N Status JA IV Reference Location / Comments Wall Mptal 0 1R4 R-1P R-0 0 1R0 90 El New 11-A23 .«i.^14 Wall Metal 190 0.1(54 R-19 R-00 270 90 Z New 11-A23 ."1314 Wall Metal 72 0 1fi4 R-19 R-0.0 90 90 New 11-A2.? 6314 Wall Mntal FA 0 1fi4 R-19 R-0 0 0 90 New 11-A2a .>;314 Wall Metal fiS 0.1 B4 R-19 R-0.0 1R0 90 New 11-A23 S314 Wall Metal 170 0.164 R-19 R-0.0 270 90 :K New 11-A2.1 R314 Wall MAtal m 0164 R-1Q R-00 00 90 New 11-A23 .«i314 Wall Metal 100 0 164 R-19 R-0.0 270 90 New 11-A23 fir?14 Wall Metal RR 0.164 R-19 R-0.0 90 90 New 11-A2.T 5314 Wall Metal 100 0.164 R-19 R-0.0 270 90 New 11-A23 .5313 Wall Metal fiO 0 164 R-19 R-0 0 90 90 E New 11-A2.1 5313 Wall Metal Rfi n 1fi4 R-19 R-0 0 1R0 90 X Now 11.A2.3 5r^13 Wall M 0.164 R-19 R-0.0 0 90 E New 11-A23 .5313 Wall Metal 120 0.164 R-19 R-00 270 90 New 11-A23 5313 Wall Metal m 0 164 R-19 R-0.0 90 90 New 11.A2.T 5313 Wall Metal 72 0.164 R-19 R-0.0 90 90 E New 11-A23 .5313 Wall Metal 72 0 164 R-19 R-OO 90 90 E New 11-A23 5312 Wall Metal FA 0 164 R-19 R-0 0 1R0 90 E New 11-A2.T 5312 Wall Metal 0 164 R-19 R-0 0 0 90 E New 11-A2.1 .5312 Wall 120 0 164 R-19 R-0.0 270 90 E New 11-A23 5312 Wall Metal _ 98 0.164 R-19 R-0.0 90 90 E New 11-A23 5312 100 0 164 R-19 R-0.0 270 90 E New 11-A2.'? .5312 fiO 0.164 R-19 R-0.0 90 90 E New 11-A2.'H .5312 Wall Metal 100 0 164 R-19 R-0.0 270 90 E New 11-A23 .5311 Wall Metal 68 0 164 R-19 R-0.0 90 90 K NfiW 11-A2.-^ 5311 Run initiation Time: 01/28/08 10:45:53 Run Code: 1201545953 EnergyPro4.4 byEnergySoft User Number; 3218 Job Number: 041246.10 Page:3 of 21 >ertlficate Of Compliance : Residential (Parti of4) CF-1R tarlshad Ranch Villa 53 f reject Title 17p0 Drake Way Carlshad Date 4/14/2008 'reject Address _Enfli nentatii inftfirs jbocumentation Author FnernyPro (858)391-2922 Compliance Mettiod Telephone CA Climate Zone. 07 Climate Zone Building Permit # Plan Check/Date Field Check/Date TDV Standard Proposed Compliance (kBtu/sf-yr) Design Design Margin Space Heating 5.42 5.23 0.19 Space Cooling 3.00 4.75 -1.75 Fans 0.53 1.12 -0.59 Domestic Hot Water 16.58 14.31 2.27 Pumps 3.00 3.00 0.00 Totals 28.53 28.41 0.12 Percent better than Standard: 0.4% BUILDING COMPLIES • HERS VERIFICATION REQUIRED Building Type: • Single Family K Multi Family Building Front Orientation: Fuel Type: Fenestration: Area: 2,030 ft ^ Ratio: 18.2% BUILDING ZONE INFORMATION Zone Name FC-.5324 • Addition • Existing + Add/Alt (N) 0 deg Natural Gas Avg. U: Avg. SHGC: 0.48 0.47 Total Conditioned Floor Area: Existing Floor Area: Raised Floor Area: Slab on Grade Area: Average Ceiling Height: Number of Dwelling Units: Number of Stories: Floor Area Volume #of Units _9S0 8,330 FC-5323 _9SQ R.330 FC-5322 _98Q FC-5321 OPAQUE SURFACES _9aQ 05- 05- 05- 05- Zone Type Conditioned Cnnriitinned Conditioned Conditioned Thermostat Type —Setbacl< Sfithack Setback Setback 11,170 ft^ n/a ft2 oft^ 3,920 ft^ 8.5 ft 12.00 3 Vent Hgt. - 8 Area Ola JB joia _Dla Insulation Act. Gains Condition Type Frame Area U-Fac. Cav. Cont. Azm. Tilt Y/ N Status JA IV Reference Location / Comments Wall Metal (M 0 164 R-19 R-0 0 IfiO 90 E New 11-A23 5311 Well Metal f>5 0.164 R-19 R-0.0 0 90 New 11-A23 5311 Wall Metal 120 0.164 R-19 R-0.0 270 90 New 11-A23 5311 Wall Metal 96 0 164 R-19 R-OO 90 90 New 11-A23 .5311 Well Metal 236 0 164 R-19 R-0.0 0 90 New 11-A23 .5311 Wall Metal 1?0 0.164 R-19 R-OO 270 90 E New 11-A23 .5311 Wall Metal 72 0 164 R-19 R-0 0 90 90 E New 11-A23 5311 Roof Metal 295 0 0.39 R-.30 R-OO 0 0 New 04.A17 5324 Wall Metal 236 0.164 R-19 R-0.0 180 90 New 11.A23 5324 Wall Metal 1?0 0 164 R-19 R-00 270 90 E New 11-A23 5324 Wall Metal 72 0 1fi4 R.19 R-00 90 90 E New 11.A2/! 5324 Wall Metal 64 0 164 R-19 R-0 0 0 90 E New 11.A23 5.124 Wall Metal 65 0.164 R-19 R-0.0 180 90 E New 11.A23 5324 Wall Metal 1?0 0.164 R-19 R-0.0 270 90 New 11-A23 5324 96 0.164 R-19 R.0.0 90 90 New 11-A23 5324 Wall Metal 100 0.164 R-19 R.0.0 270 90 E New 11.A23 5324 Wall Metal Rfi 0 164 R-19 R-no 90 90 E New 11.A23 5324 Wall Metal 100 0 164 R-19 R-OO 270 90 E Mew 11.A23 532.'1 Wall Metal 60 0 164 R-19 R-0 0 90 90 E New 11.A23 5323 Wall Metal 65 0.164 R.19 R-0.0 180 90 E New 11.A23 5323 Wall Metal 64 0 164 R.19 R-00 0 90 E New 11.A23 5323 Wall Metal 120 0.164 R-19 R-0.0 270 90 E New 11.A23 5323 Wall Metal 96 0.164 R-19 R-0.0 90 90 E New 11.A23 5323 Wall Metal 125 0 164 R-19 R-0 0 270 90 E New 11-A23 5323 Wall Metal Z2_ 0 164 R-19 R-0.0 90 90 K New 11-A23 5323 Run Initiation Time: 01/28/08 10:45:53 Run Code: 1201545953 EnergyPro 4.4 by EnergySoft User Number: 3218 Job Number: 041246.10 Page:4of 21 •ertificate Of Compliance : Residential (Parti of4) CF-1R tarlshad Ranch Villa 53 reject Title 700 Drake Way Carlshad Date 4/i4/?nnR Project Address -E Engineers ocu mentation Author (858) 391-2922 EnergyPro Comgl^iance Me Method Telephone CA Climate 7nne 07 Climate Zone Building Permit # Plan Check/Date Field Check/Date TDV Standard Proposed Compliance (kBtu/sf-yr) Design Design Margin Space Heating 5.42 5.23 0.19 Space Cooling 3.00 4.75 -1.75 Fans 0.53 1.12 -0.59 Domestic Hot Water 16.58 14.31 2.27 Pumps 3.00 3.00 0.00 Totals 28.53 28.41 0.12 Percent better than Standard: 0.4% BUILDING COMPLIES - HERS VERIFICATION REQUIRED Building Type: • Single Family H Multi Family Building Front Orientation: Fuel Type: Fenestration: Area: 2,030 ft ^ Ratio: 18.2% BUILDING ZONE INFORMATION Zone Name • Addition • Existing + Add/Alt (N) 0 deg Natural Gas Avg. U: Avg. SHGC: 0.48 0.47 Total Conditioned Floor Area: Existing Floor Area: Raised Floor Area: Slab on Grade Area: Average Ceiling Height: Number of Dwelling Units: Number of Stories: Floor Area Volume #of Units Zone Type Thermostat Type 11,170 ft^ n/a ft2 oft2 3,920 ft^ 8.5 ft 12.00 3 Vent Hgt. Area Fr:-5.^.'^4 6Rfi 5 822 0 74 r.nnilitin"»'^ .SietharW 8 n/a Fr,-5333 9ft0 8,330 1.05 Cnnriitlnneri Settiark 8 n/a FC-5332 980 8,330 1.05 Conriifinned Setback 8 n/a FC-5331 685 5 822 0.74 Conditioned Setback 8 n/a OPAQUE SURFACES Type Frame Area U-Fac. Insulation Cav. Cont. Act. Azm. Gains Tilt Y / N Condition Status JA IV Reference Location / Comments Wall Metal 125 0 154 R-19 R.00 270 90 New 11-A23 5322 Well Metal 72 0.164 R-19 R.0.0 90 90 New 11-A23 5322 Well Metal fi4 0.164 R-19 R-0.0 180 90 New 11-A23 5322 Well Metal R5 0 164 R-19 R-on 0 90 New 11-A23 5322 Well Metal 120 0.164 R-19 R-0.0 270 90 New 11-A23 5322 Well Metal 9f? 0 1fi4 R-19 R.0.0 90 90 New 11-A23 5322 Well Metal 100 0 164 R-19 R.on 270 90 New 11-A2/1 5322 Wall Mefal fiO 0 164 R-19 R.0 0 90 90 New 11-A2.1 5322 Well Metal 100 0.164 R-19 R-0.0 270 90 New 11-A23 5321 Well Metal RR 0.164 R-19 R-0.0 90 90 Z New 11-A23 .5321 Wall Metal fi4 0 164 R-19-R-0 0 180 90 New 11.A2.T 5321 Wall Metal fi5 0 164 R.19 R-0 0 0 90 New 11-A23 5321 Wall 120 0.164 R-19 R-n.o 270 90 New 11.A23 .5321 Wall Metal SB 0 164 R-19 R-OO 90 90 New 11.A23 .5.321 Ronf Metal 295 0.039 R-30 R-0.0 0 0 New 04.A17 5321 Wall Metal 0.164 R-19 R-0.0 0 90 New 11.A23 5321 Wall Metal 120 0 164 R-19 R-0 0 270 90 E New 11.A23 .5321 Wall Metal 72 0 164 R-19 R-0 0 90 90 E New 11.A23 5321 Ronf Mefal 420 0 039 R-30 R-0 0 0 0 New 04.A17 5334 Wall Metal 64 0.164 R.19 R-0.0 0 90 New 11.A23 53.34 Wall Metal 0 164 R.19 R-0.0 180 90 E New 11.A23 5334 Wall Metal 120 0.164 R-19 R-0.0 270 90 E New 11.A23 5334 Wall Metal 9fi 0.164 R-19 R-0.0 90 90 E New 11.A23 53.34 Ronf Metal 255 0 039 R.30 R-0 0 0 0 E New 04.A17 5334 Wall Metal 100 0 164 R.19 R-0 0 270 90 E New 11-A2.1 5334 Run Initiation Time: 01/28/0810:45:53 Run Code: 1201545953 EnergyPro4.4 byEnergySoft User Number: 3218 Job Number: 041246.10 Page:5of 21 Certificate Of Compliance : Residential (Parti of4) CF-1R Carlshad Ranch Villa 53 roject Title 700 Drakft Way Carlshad 4/14/200R Date 'roject Address M-F Fnninfiers Documentation Author Energy Prg, Comgljance Metl (858) 391-2922 i Method Telephone r.A niinnate 7nnft 07 Climate Zone Building Permit # Plan Check/Date Field Check/Date TDV Standard Proposed Compliance (kBtu/sf-yr) Design Design Margin Space Heating 5.42 5.23 0.19 Space Cooling 3.00 4.75 -1.75 Fans 0.53 1.12 -0.59 Domestic Hot Water 16.58 14.31 2.27 Pumps 3.00 3.00 0.00 Totals 28.53 28.41 0.12 Percent better than Standard: 0.4% BUILDING COMPLIES - HERS VERIFICATION REQUIRED Building Type: • Single Family S] Multi Family Building Front Orientation: Fuel Type: Fenestration: Area: 2,030 ft^ Avg. U: Ratio: 18.2% Avg. SHGC: BUILDING ZONE INFORMATION Zone Name • Addition • Existing + Add/Alt (N) 0 deg Natural Gas 0.48 0.47 Total Conditioned Floor Area: Existing Floor Area: Raised Floor Area: Slab on Grade Area: Average Ceiling Height: Number of Dwelling Units: Number of Stories: Floor Area Volume #of Units Zone Type Thermostat Type 11,170 ft^ n/a ft2 oft^ 3,920 ft^ 8.5 ft 12.00 3 Vent Hgt. Area OPAQUE SURFACES Type Frame Area U-Fac. Insulation Act. Cav. Cont. Azm. Tilt Gains Y/N Condition Status JA IV Reference Location / Comments New 11-A23 5334 New 04-A17 5333 Now 11-A23 5333 New 11-A23 533;^ New 04-A17 5333 New 11-A23 533.? New 11.A23 5333 New 11-A23 533.^^ New 11-A23 5333 New 04-A17 5333 New 11-A23 5333 New 11-A23 5.'?aa New 04-A17 5332 New 11-A23 5332 New 11-A23 5332 New 04-A17 5332 New 11-A23 5332 New 11-A23 5332 New 11-A23 53.-^2 New 11.A23 5332 New 04.A17 5332 New 11.A23 5332 New 11.A23 5332 New 04-A17 .5.331 NfiW 11-A23 5331 Run Initiation Time: 01/28/08 10:45:53 Run Code: 1201545953 EnergyPro 4.4 by EnergySoft User Number: 3218 Job Number: 041246.10 Page: 6 of 21 •ertificate Of Compliance : Residential (Parti of4) CF-1R I^arisbad Ranch Villa 53 'roject Title 1700 Drake Way,, Cadshad Project Address M-E Engineers DocumentaTion Author Eneo (858) 391-2922 Compliance IWethod Telephone CA Climate Zone 07 Climate Zone Date ,4/14/2008 Building Permit # Plan Check/Date Field Check/Date TDV (kBtu/sf-yr) Space Heating Space Cooling Fans Domestic Hot Water Pumps Totals Percent better than Standard: Standard Design Proposed Design Compliance Margin 5.42 5.23 0.19 3.00 4.75 -1.75 0.53 1.12 -0.59 16.58 14.31 2.27 3.00 3.00 0.00 28.53 28.41 0.12 0.4% BUILDING COMPLIES - HERS VERIFICATION REQUIRED Building Type: • Single Family E Multi Family Building Front Orientation: Fuel Type: Fenestration: Area: 2,030 ft ^ Ratio: 18.2% BUILDING ZONE INFORMATION Zone Name • Addition • Existing + Add/Alt (N) 0 deg Natural Gas Avg. U: Avg. SHGC: 0.48 0.47 Total Conditioned Floor Area: Existing Floor Area: Raised Floor Area: Slab on Grade Area: Average Ceiling Height: Number of Dwelling Units: Number of Stories: Floor Area Volume #of Units Zone Type Thermostat Type 11,170 ft^ n/a ft2 oft2 3,920 ft^ 8.5 ft 12.00 3 Vent . Hgt. Area OPAQUE SURFACES Type Frame Area Insulation Act. U-Fac. Cav. Cont. Azm. Gains Condition Tilt Y/N Status JA IVReference Location / Comments Afl/alL • Metal -£& n.164 R-19 R-o.n -9a. ,9D Boflf JidfitaL 420 0.039 R-30 R-O.O Wall Metal IflZall Metal fi4 0 164 R-19 R-0.0 18Q. -9Q 312 0.164 R-19 R-o.n -9D WBU J Wa\l isAetaL 120 0.164 R-19 R-0.0 270 96 0 164 R-19 R-n.o 9Q._ -90 New 11-A2.3 5331 NfiW-04-A17 5331 NfiW-11-A23 5331 New 11-A23 5331 New 11-A23 5331 NfiW-11-A2.T •'i331 Run Initiation Time: 01/28/08 10:45:53 Run Code: 1201545953 EnergyPro4.4 byEnergySoft User Nunaber: 3218 Job Number: 041246.10 Page:? of 21 ertificate Of Compliance : Residential (Part 2 of 4) CF-1R adsbad Ranch Villa 53 4/14/2008 tject Title Date NESTRATION SURFACES Type Area True Cond. U-Factor SHGC Azm. Tilt Stat. Glazing Type Location/ Comments Window Rear 4.0 0.4fl0 NFRC 0 47 KPRC 180 _9Q.tlfiw_ Rnlarhan 60 5314 Window Left (E) 52.5 0.480 NFRC 0.47 NFRC 90 90 New Solarban 60 5314 Window Front (N) 21.0 0.480 NFRC 0.47 NFRC 0 90 New Solarban 60 5314 Window Riqht (W) 10.0 0.480 NFRC 0.47 NFRC 270 90 New Solarban 60 5314 Window Left fE) 33.8 0.480 NFRC 0.47 NFRC 90 90 New Solarban 60 5314 Window Left (E) 52.5 0.480 NFRC 0.47 NFRC 90 90 New Solarban 60 5314 60.0 0.480 NFRC 0.47 NFRC 90 90 New Solarban 60 5313 Window Front (N) 21.0 0.480 NFRC 0.47 NFRC 0 90 New Solarban 60 5313 Window Right (W) 10.0 0.480 NFRC 0.47 NFRC 270 90 New Solarban 60 5313 Window Lett (E) 33.8 0.480 NFRC 0.47 NFRC 90 90 New Solarban 60 5313 Window Left fE) 52.5 0.480 NFRC 0.47 NFRC 90 90 New Solarban 60 5313 Window Left fE) 52.5 0.480 NFRC 0.47 NFRC 90 90 New Solarban 60 5312 Window Rear (f!) 21.0 0.480 NFRC 0.47 NFRC 180 90 New Solarban 60 .5312 Window Riqht (W) 10.0 0.480 NFRC 0.47 NFRC 270 90 New Solarban 60 5312 Window Left (E) 33.8 0.480 NFRC 0.47 NFRC 90 90 New Solarban 60 5312 Window Left (E) 60.0 0.480 NFRC 0.47 NFRC 90 90 New Solarban 60 5312 Window Left (E) 52.5 0.480 NFRC 0.47 NFRC 90 90 New Solarban 60 5311 Window Rear fS) 21.0 0.480 NFRC 0.47 NFRC 180 90 New Solarban 60 5311 Window Riant (Wl .10.0 0,480 NFRC 0,47 NFRC 270 90 New Solartjan 60 5311 idicate source either from NFRC or Table 116A. TERIOR AND EXTERIOR SHADING 2. Indicate source either from NFRC or Table 116B. Exterior Shade Type SHGC Bug Screen 0.76 Bug Screen 0.76 Bug Screen 0.76 Buq Screen 0.76 Bug Screen 0.76 Buq Screen 0.76 BUQ Screen 0.76 Bug Screen 0.76 Bug Screen 0.76 Bug Screen 0.76 Bug Screen 0.76 Bug Screen 0.76 Bug Screen 0.76 Bug Screen 0.76 Bug Screen 0.76 Bug Screen 0.76 Bug Screen 0.76 Bug Screen 0.76 Bug Screen 0.76 Window Hgt. Wd. Overhang Len. Hgt. LExt. RExt. Left Fin Dist. Len. Hgt. Right Fin Dist. Len. Hgt. iRMAL MASS FOR HIGH MASS DESIGN Area thick. Heat Inside Condition Location/ (sf) (in.) Cap. Cond. R-Val. JA iV Reference Status Comments METER LOSSES Insulation Condition Location/ Length R-Val. Location JA iV Reference Status Comments erimeter 52 None No Insulation 26-A1 New 5314 erimeter 46 None No Insulation 26-A1 New 5314 lerimeter 23 None No Insulation 26-A1 New 5314 lerimeler 23 None No Insulation 26-A1 New 5313 Erimeter 48 None No Insulation 26-A1 New 5313 1 Run Initiation Time: 01/28/0810:45:53 Run Coda: 12015459S3 pnergyPro4.4 byEnergySoft User Number: 3218 Job Number: 041246.10 Page: 8 of 21 lertificate Of Compliance : Residential (Part 2 of 4) CF-1R barlsbad Ranch Villa 53 4/14/2008 •roject Title Date FENESTRATION SURFACES * Type Area U-Factor^ , True SHGC Azm. Tilt Cond. Stat. Glazing Type Location/ Comments 31 Window i.fift (E) 33.R 0.480 NFRC 0 47 IMFRC 90 90 NRW Solarban 60 5311 Window Front (N) 4.0 0.480 NFRC 0.47 NFRC 0 90 New Solarban 60 5311 Window Left fE) . 52.5 0.480 NFRC 0.47 NFRC 90 90 New Solarban 60 5311 Window Rear (S) 4.0 0.480 NFRC 0.47 NFRC 180 90 New Solarban 60 5324 Window Left fE) 52.5 0.480 NFRC 0.47 NFRC SO 90 New Solarban 60 5324 Window Front (N) 21.0 0.480 NFRC 0.47 NFRC 0 90 New Solarban 60 5324 Window Riglit (W) 10.0 0.480 NFRC 0.47 NFRC 270 90 New Solarban 60 5324 Window Left (E) 33.8 0.480 NFRC 0.47 NFRC 90 90 New Solarban 60 5324 Window Left (E) 52.5 0.480 NFRC 0.47 NFRC 90 90 New Solarban 60 5324 Window Left (E) 60.0 0.480 NFRC 0.47 NFRC 90 90 New Solarban 60 5323 Window Front (N) 21.0 0.480 NFRC 0.47 NFRC 0 90 New Solarban 60 5323 Window Riqht (W) 10.0 0.480 NFRC 0.47 NFRC 270 90 New Solarban 60 5323 Window Left (E) 33.8 0.480 NFRC 0.47 NFRC 90 90 New Solarban 60 5323 Window Left fE) 52.5 0.480 NFRC 0.47 NFRC 90 90 New Solarban 60 5323 Window Left fE) 52.5 0.480 NFRC 0.47 NFRC 90 90 New Solarban 60 5322 Window Rear fS) 21.0 0.480 NFRC 0.47 NFRC 180 90 New Solarban 60 5322 Window Right (W) 10.0 0.480 NFRC 0.47 NFRC 270 90 New Solarban 60 5322 Window Left fE) 33.8 0.480 NFRC 0.47 NFRC 90 90 New Solarban 60 5322 .Window Left fE) 60,0 0.480 NFRC 0.47 NFRC 90 90 New Solarban 60 5322 . Indicate source either from NFRC or Table 116A. INTERIOR AND EXTERIOR SHADING 20 21 22 23 24 25 26 27 28 29 30 32 33 34 35 56 37 38 2. Indicate source either from NFRC or Table 116B. Window Exterior Shade Type SHGC Hgt. Wd. Bug Screen 0.76 Bug Screen 0.76 Bug Screen 0.76 BUQ Screen 0.76 Buq Screen 0.76 BUQ Screen 0.76 BUQ Screen 0.76 Bug Screen 0.76 Bug Screen 0.76 Bug Screen 0.76 Bug Screen 0.76 Bug Screen 0.76 Bug Screen 0.76 Bug Screen 0.76 Bug Screen 0.76 Bug Screen 0.76 Bug Screen 0.76 Bug Screen 0.76 Bug Screen 0.76 Overhang Left Fin Right Fin Len. Hgt. LExt. RExt. Dist. Len. Hgt. Dist. Len. Hgt. THERMAL MASS FOR HIGH MASS DESIGN Area Thick. Heat Inside Condition Location/ Type (sf) (in.) Cap. Cond. R-Val. JA IV Reference Status Comments >ERiMETER LOSSES Insulation Condition Location/ •ype Length R-Val. Location JA IV Reference Status Comments lab Perimeter 12 None No Insulation 26-A1 New 5313 lab Perimeter 12 None No Insulation 26-A1 New 5312 lab Perimeter 48 None No Insulation 26-A1 New 5312 lab Perimeter 23 None No Insulation 26-A1 New 5312 lab Perimeter 23 None No Insulation 26-A1 New 5311 Run Initiation Tinne: 01/28/0810:45:53 Run Code: 1201545953 EnergyPro 4.4 by EnergySoft User Number: 3218 Job Number: 041246.10 Page: 9 of 21 Certificate Of Compliance : Residential (Part 2 Of 4) CF-1R I^arlsbad Ranch Villa 53 4/14/2008 'roject Title Date FENESTRATION SURFACES # Type Area U-Factor^ , True SHGC Azm. Tilt Cond. Location/ Stat. Glazing Type Comments .39 Window Left (E) 5?.S 40 Window Rear (S) 21.0 41 Window Right (m 10.0 0.480 NFRC 0.47 NFRC 9D_ _ao_Nfiw Solarban 60 0.480 NFRC 0.47 NFRC 180 90 New Solarban 60 0.480 NFRC 0.47 NFRC 270 90 New Solarban 60 5321 5321 5321 42 Window Left (E^ 33.8 43 Window 44 Window 90 90 New Solarban 60 Front m 4.0 0 90 New Solarban 60 0.480 NFRC 0.47 NFRC 0.480 NFRC 0.47 NFRC 0.480 NFRC 0.47 NFRC 90 90 New Solarban 60 0.480 NFRC 0.47 NFRC Window Rear (S) 18.0 0.480 NFRC 0.47 NFRC 180 90 New 5321 5321 J=fift m. 525 5321 45 46 Al Window 49 Window 50 Window JL 90 New SQlart?an 60 5334 Solarban 60 5334 Right (W) 10.0 33.8 52.5 Left (E) Left (E) 60.0 52 Window Right (W) 10.0 _53 Window Left (E) 33.8 Left (E) 52.5 Left (E) 52.5 54 Window 55 Window 56 Window Rear (S) 21.0 57 Window Riyht (m 10.0 0.480 NFRC 0.47 0.480 NFRC 0.47 , 0.480 NFRC 0,47 0.480 NFRC 0.47 0.480 NFRC 0.47 0.480 NFRC 0.47 0.480 NFRC 0.47 0.480 NFRC 0.47 0.480 NFRC 0.47 0.480 NFRC 0.47 0.480 NFRC 0.47 NFRC 270 90 New Solarban 60 5334 NFRC 90 90 New Solarban 60 5334 NFRC _9Q_ 90 New Solarban 60 5334 NFRC 90 90 New Solarban 60 5333 NFRC NFRC 90 New Solarban 60 5333 270 90 New Solarban 60 5333 NFRC NFRC 90 90 New Solarban 60 5333 90 90 New Solarban 60 5333 NFRC 90 90 New Solarban 60 5332 NFRC 180 90 New Solarban 60 NFRC 270 90 New SQlart?an 60 5332 5332 1. Indicate source either from NFRC or Table 116A. INTERIOR AND EXTERIOR SHADING # 2. Indicate source either from NFRC or Table 116B. Exterior Shade Type SHGC Bug Screen 0.76 Bug Screen 0.76 Bug Screen 0.76 BUQ Screen 0.76 Bua Screen 0.76 BUQ Screen 0.76 BUQ Screen 0.76 Bug Screen 0.76 Bug Screen 0.76 Buq Screen 0.76 Bug Screen 0.76 Bug Screen 0.76 Bug Screen 0.76 Bug Screen 0.76 Bug Screen 0.76 Bug Screen 0.76 Bug Screen 0.76 Bug Screen 0.76 Bug Screen 0.76 Window Hgt. Wd. Overhang Len. Hgt. LExt. RExt. Left Fin Dist. Len. Hgt. Right Fin Dist. Len. Hgt. 39 40 41 42 43 44 45 46 47 48 49 50 11 52 53 54 55 56 57 THERMAL MASS FOR HIGH MASS DESIGN Area Thick. Heat inside Type (sf) (in.) Cap. Cond. R-Val. JA IV Reference Condition Location/ Status Comments PERIMETER LOSSES Type Length R-Val. Insulation Location JA IV Reference Condition Status Location/ Comments Slab Perimeter 46 Slab Perimeter 52 None No Insulation None No Insulation 26-A1 New 5311 26-A1 New 5311 Run Initiation Time: 01/28/08 10:45:53 Run Code: 1201545953 EnergyPro 4,4 by EnergySoft User Number: 3218 Job Number: 041246.10 Page: 10 of 21 Certificate Of Compliance : Residential (Part 2 Of 4) CF-1R Carlsbad Ranch Villa 53 • 4/14/2008 Project Title Date FENESTRATION SURFACES # Type Area U-Factor' SHGC^ True Azm. Tilt Cond. Stat. Glazing Type Location/ Comments Fifi Window Lfift (E) .33.8 0.480 NFRC 0.47 NFRC 90 90 NfiW Solarban 60 533? 59 Window Left (E) 60.0 0.480 NFRC 0.47 NFRC 90 90 New Solarban 60 5332 60 Window Left (E) 52.5 0.480 NFRC 0.47 NFRC 90 90 New Solarban 60 5331 61 Window Rear (S^ 21.0 0.480 NFRC 0.47 NFRC 180 90 New Solarban 60 5331 62 Window Front (N) 18.0 0.480 NFRC 0.47 NFRC 0 90 New Solarban 60 5331 63 Window Right (W) 10.0 0.480 NFRC 0.47 NFRC 270 90 New Soladsan 60 5331 64 Window Left (E) 33.8 0.480 NFRC 0.47 NFRC 90 90 New Solarban 60 5331 1. Indicate source either from NFRC or Table 116A. 2. Indicate source either from NFRC or Table 116B. INTERIOR AND EXTERIOR SHADING Window Exterior Shade Type SHGC Hgt. Wd. Overhang Len. Hgt. LExt. RExt. Left Fin Right Fin Dist. Len. Hgt. Dist. Len. Hgt. 58 Bug Screen 59 Bug Screen 60 Bug Screen 61 Bug Screen 62 BUQ Screen 63 64 0.76 0.76 0.76 0.76 0.76 Bug Screen 0.76 Bug Screen 0.76 THERMAL MASS FOR HIGH MASS DESIGN Area Thick. Heat Inside [ype (sf) (in.) Cap. Cond. R-Val. JA IV Reference Condition Location/ Status Comments >ERIMETER LOSSES [ype Length R-Val. Insulation Location JA IV Reference Condition Location/ Status Comments Run Initiation Time: 01/28/08 10:45:53 Run Code: 1201545953 EnergyPro 4.4 by EnergySofl User Number: 3218 Job Number: 041246.10 Page: 11 of 21 /Certificate Of Compliance : Residential (Part 3 of 4) CF-1R Carlsbad Ranch Villa 53 4/14/2008 Project Title Date HVAC SYSTEMS Location Heating Type Minimum Eff Cooling Type Minimum Condition Eff Status Thermostat Type FC-5314 Split Heat Pump 7.70 HSPF Split Heat Pump 13.0 SEER New Setback FC-5313 Split Heat Pump 7.70 HSPF Split Heat Pump 13.0 SEER New Setbacl^ FC-5312 Split Heat Pump 7.70 HSPF Split Heat Pump 13.0 SEER New Setback HVAC DISTRIBUTION Location Heating Cooling Duct Location Duct Condition R-Value Status Ducts Tested? FC-5314 Ducted Ducted Attic 4.2 New Yes FC-5313 Ducted Ducted Attic 4.2 New Yes FC-5312 Ducted Ducted Attic 4.2 New Yes Hydronic Piping System Name Pipe Pipe Length Diameter Insul. Thick. WATER HEATING SYSTEMS System Name Water Heater Type Distribution #in Rated Input Tank Cap. Energy Tank Insul. Condition Factor Standby R-Value Status or RE Loss (%) Ext. Raypak WH3-0322 Large Gas Central System 1 320,000 115 New 0.85 0.00% 0.0 Multi-Family Central Water Heating Details Hot Water Pump Hot Water Piping Length (ft) Add 1/2" Control # HP Type In Plenum Outside Buried Insulation Timer+Temp 1 0. 3 Standard 550 0 0 No REMARKS COMPLIANCE STATEMENT This certificate of compliance lists the building features and specifications needed to comply with Title 24, Parts 1 and 6 of the Callfomia Code of Regulations, and the administrative regulations to implement them.This certificate has been signed by the individual with overall design responsibility. The undersigned recognizes that compliance using duct design, duct sealing, verification of refrigerant charge and TXVs, insulation installation quality, and building envelope sealing require installer testing and certification and field verification by an approved HERS rater. Designer or Owner (per Business & Professions Code) Name: Title/Firm: Nogle Onufer Associates Architects Address: 2398 San Diego Ave. San Diego. CA92110 Telephone: i(o^$) 2B7^i Documentation Author Name: Derek Hudak Title/Firm: Address: M-E Engineers 12127 Kirkham Road Powav. CA 92064 (signature) Enforcement Agency Name: _^ Title/Firm: Address: Telephone: ______ Telephone: (858) 391-^922 (date) (signature) < {bate) (signature) (date) 1 Run Initiation Time: 01/28/08 10:45:53 Run Code: 1201545953 1 1 EnergyPro4.4 byEnergySoft User Number: 3218 Job Number: 041246:10 Page: 12 of 21 1 (Part 3 of 4) CF-1R Carlsbad Ranch Villa 53 4/14/2008 Project Title Date HVAC SYSTEMS Location Heating Type Minimum Eff Cooling Type Minimum Condition Eff Status Thermostat Type FC-5311 Split Heat Pump 7.70 HSPF Split Heat Pump 13.0 SEER New Setback FC-5324 Split Heat Pump 7.70 HSPF Split Heat Pump 13.0 SEER New Setback FC-5323 Split Heat Pump 7.70 HSPF Split Heat Pump 13.0 SEER New Setback HVAC DISTRIBUTION Location Heating Cooling Duct Location Duct Condition R-Value Status Ducts Tested? FC-5311 Ducted Ducted Attic 4.2 New Yes FC-5324 Ducted Ducted Attic 4.2 New Yes FC-5323 Ducted Ducted Attic 4.2 New Yes Hydronic Piping System Name Pipe Pipe Length Diameter Insul. Thick. WATER HEATING SYSTEMS System Name Water Heater Type Distribution Rated # in Input Syst. (Btu/hr) Tank Cap. (gal) Energy Tank Insul. Condition Factor Standby R-Value Status or RE Loss(%) Ext. Multi-Family Central Water Heating Details Hot Water Pump Control # HP Type Hot Water Piping Length (ft) Add 1/2" In Plenum Outside Buried Insulation REMARKS COMPLIANCE STATEMENT This certificate of compliance lists the building features and specifications needed to comply with Title 24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them.This certificate has been signed by the individual with overall design responsibility. The undersigned recognizes that compliance using duct design, duct sealing, verification of refrigerant charge and TXVs, Insulation installation quality, and building envelope sealing require installer testing and certification and field verification by an approved HERS rater. Designer or Owner (per Business & Professions Code) Name: Title/Firm: Address: Nogle Onufer Associates Architects 2398 San Diego Ave. San Diego, CA 92110 Documentation Author Name: Derek Hudak Title/Firm: Address: M-E Engineers 12127 Kirkham Road Telephone: {61 Llc# C \\%% Powav. CA 92064 Z Telephone: (858) 391-2922 MMl . ^ %ao)iL (signature) Enforcement Agency Name: Title/Firm: Address: Telephone: (date) (signature) I (jdate) (signature) (date) 1 Run Initiation Time: 01/28/08 10:45:53 Run Code: 1201545953 1 1 EnergyPro4.4 byEnergySoft User Number: 3218 Job Number: 041246.10 Page: 13 of 21 | Certificate Of Compliance : Residential (Part 3 of 4) CF-1R Carlsbad Ranch Villa 53 4/14/2008 Project Title Date HVAC SYSTEMS Location Heating Type Minimum Eff Cooling Type Minimum Condition Eff Status Thermostat Type FC-5322 Split Heat Pump 7.70 HSPF Split Heat Pump 13.0 SEER New Setback FC-5321 Split Heat Pump 7.70 HSPF Split Heat Pump 13.0 SEER New Setback FC-5334 Split Heat Pump 7.70 HSPF Split Heat Pump 13.0 SEER New Setback HVAC DISTRIBUTION Location Heating Cooling Duct Location Duct Condition R-Value Status Ducts Tested? FC-5322 Ducted Ducted Attic 4.2 New Yes FC-5321 Ducted Ducted Attic 4.2 New Yes FC-5334 Ducted Ducted Attic 4.2 New Yes Hydronic Piping System Name Pipe Pipe Length Diameter Insul. Thick. WATER HEATING SYSTEMS System Name Water Heater Type Distribution #in Syst. Rated Input (Btu/hr) Tank Cap. Energy Tank Insul. Condition Factor Standby R-Value Status or RE Loss(%) Ext. Multi-Family Central Water Heating Details Hot Water Pump Control # HP Type Hot Water Piping Length (ft) Add 1/2" In Plenum Outside Buried Insulation REMARKS COMPLIANCE STATEMENT This certificate of compliance lists the building features and specifications needed to comply with Title 24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them.This certificate has been signed by the individual with overall design responsibility. The undersigned recognizes that compliance using duct design, duct sealing, verification of reftigerant charge and TXVs, insulation installation quality, and building envelope sealing require installer testing and certification and field verification by an approved HERS rater. Designer or Owner (per Business & Professions Code) Name: Title/Firm: Address: Nople Onufer Associates Architects 2398 San Diego Ave. San Diego, CA 92110 Documentation Author Name: Derek Hudak Title/Finn; Address: M-E Engineers 12127 Kirkham Road Telephone: (619)3^ Poway. CA 92064 (signature) Enforcement Agency Name; Title/Firm: Address: Telephone: Telephone; (858) 391-2922 WWeS %J)4: (date) (signature) (*te) (signature) (date) 1 Run Initiation Tims: 01/28/08 10:45:53 Run Code: 1201545953 1 1 EnergyPro4.4 byEnergySoft User Number: 3218 Job Number 041246.10 Page:14 of 21 | Certificate Of Compliance : Residential (Part 3 Of 4) CF-1R Carlsbad Ranch Villa 53 4/14/2008 Project Title Date HVAC SYSTEMS Location Heating Type Minimum Eff Cooling Type Minimum Condition Eff Status Thermostat Type FC-5333 Split Heat Pump 7.70 HSPF Split Heat Pump 13.0 SEER New Setback FC-5332 Split Heat Pump 7.70 HSPF Split Heat Pump 13.0 SEER New Setback FC-5331 Split Heat Pump 7,70 HSPF Split Heat Pump 13.0 SEER New Setback HVAC DISTRIBUTION Location Heating Cooling Duct Location Duct Condition R-Value Status Ducts Tested? FC-5333 Ducted Ducted Attic 4.2 New Yes FC-5332 Ducted Ducted Attic 4.2 New Yes FC-5331 Ducted Ducted Attic 4.2 New Yes Hydronic Piping System Name Pipe Pipe Length Diameter Insul. Thick. WATER HEATING SYSTEMS System Name Water Heater Type Distribution #in Syst. Rated Input (Btu/hr) Tank Cap. ia§!L Energy Tank Insul. Condition Factor Standby R-Value Status or RE Loss(%) Ext. Multi-Family Central Water Heating Details Hot Water Pump Control # HP Type Hot Water Piping Length (ft) Add 1/2" In Plenum Outside Buried Insulation REMARKS COMPLIANCE STATEMENT This certificate of compliance lists the building features and specifications needed to comply with Title 24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them.This certificate has been signed by the individual with overall design responsibility. The undersigned recognizes that compliance using duct design, duct sealing, verification of refrigerant charge and TXVs, Insulation installation quality, and building envelope sealing require installer testing and certification and field verification by an approved HERS rater. Designer or Owner (per Business & Professions Code) Name: Title/Firm: Address: Nogle Onufer Associates Architects 2398 San Diego Ave. San Diego, CA 92110 Documentation Author Name: Derek Hudak Title/Firm: Address: M-E Engineers 12127 Kiritham Road Telephone; (619)297-8066 (signature) Enforcement Agency Name: Title/Firm: Address; Telephone; Lie. #; Poway, CA 92064 Telephone; (858) 391-2922 (date) (signature) I (Hate) (signature) 1 Run Initiation Time: 01/28/08 10:45:53 Run Code: 1201545953 1 i EnergyPro4.4 byEnergySoft User Number: 3218 Job Number: 041246.10 Page: 15 of 21 | Certificate Of Compliance : Residential (Part 4 of 4) CF-1R Carlsbad Ranch Villa 53 4/14/2008 Project Title Date Special Features and Modeling Assumptions The local enforcement agency should pay special attention to the items specified in this checklist. These items require special written justification and documentation, and special verification to be used with the performance approach. The local based on the adequacy of the special justification and documentation submitted. Plan Field Multiple Dwelling Units are served by a common water heater. Verify DHW details on Part 3 of the CF-IR. The DHW System "Raypak WH3-0322" is a Large Gas water heater with Pilot Loss = 0 btuh. HERS Required Verification Items in this section require field testing and/or verification by a certified home energy rater under the supervision of a HERS provider using approved testing and/or verification methods. HERS Required Verification Items in this section require field testing and/or verification by a certified home energy rater under the supervision of a HERS provider using approved testing and/or verification methods. Plan Field The HVAC System "FC-5314" includes credit for verified adequate airflow. A certified HERS rater must diagnostically measure airflow of the HVAC System. The HVAC System "FC-5314" incorporates HERS verified Duct Leakage. Target leakage is calculated and documented on the CF-4R. The HVAC System "FC-5314" includes credit for Proper Cooling Sizing. Design Cap = 24540 Btuh, Max Cap = 30540 Btuh, Max input = 2572 watts. A certified HERS rater must field verify the Correct Cooling System. The HVAC System "FC-5314" incorporates a HERS verified Refi-igerant Charge test or a HERS verified Thermostatic Expansion Valve. The HVAC System "FC-5313" includes credit for verified adequate airflow. A certified HERS rater must diagnostically measure airflow ofthe HVAC System. The HVAC System "FC-5313" incorporates HERS verified Duct Leakage. Target leakage is calculated and documented on the CF-4R. The HVAC System "FC-5313" includes credit for Proper Cooling Sizing. Design Cap = 23128 Btuh, Max Cap = 29128 Btuh, Max Input = 2424 watts. A certified HERS rater must field verify the Correct Cooling System. The HVAC System "FC-5313" incorporates a HERS verified Refrigerant Charge test or a HERS verified Thermostatic Expansion Valve. The HVAC System "FC-5312" includes credit for verified adequate airflow. A certified HERS rater must diagnostically measure airflow of the HVAC System. The HVAC System "FC-5312" incorporates HERS verified Duct Leakage. Target leakage is calculated and documented on the CF-4R. The HVAC System "FC-5312" includes credit for Proper Cooling Sizing. Design Cap = 23443 Btuh, Max Cap = 29443 Btuh, Max Input = 2457 watts. A certified HERS rater must field verify the Con-ect Cooling System. The HVAC System "FC-5312" incorporates a HERS verified Refrigerant Charge test or a HERS verified Thermostatic Expansion Valve. The HVAC System "FC-5311" includes credit for verified adequate airflow. A certified HERS rater must diagnostically measure airflow ofthe HVAC System. The HVAC System "FC-5311" incorporates HERS verified Duct Leakage. Target leakage is calculated and documented on the CF-4R. Run Initiation Time: 01/28/08 10:45:53 EnergyPro 4.4 by EnergySoft User Number: 3218 Job Number: 041246.10 Page:16of21 Certificate Of Compliance : Residential (Part 4 of 4) CF-1R Carlsbad Ranch Villa 53 4/14/2008 Project Title Date Special Features and Modeling Assumptions The local enforcement agency should pay special attention to the Items specified in this checklist. These items require special written justification and documentation, and special verification to be used with the performance approach. The local enforcement agency determines the adequacy ofthe justification, and may reject a building or design that otherwise complies based on the adequacy of the special justification and documentation submitted. Plan Field HERS Required Verification Items In this section require field testing and/or verification by a certified home energy rater under the supervision of a HERS provider using approved testing and/or verification methods. HERS Required Verification Items In this section require field testing and/or verification by a certified home energy rater under the supervision of a HERS provider using approved testing and/or verification methods. Plan Field The HVAC System "FC-5311" includes credit for Proper Cooling Sizing. Design Cap = 24397 Btuh, Max Cap = 30397 Btuh, Max Input = 2557 watts. A certified HERS rater must field verify the Correct Cooling System. The HVAC System "FC-53ir incorporates a HERS verified Refrigerant Charge test or a HERS verified Thermostatic Expansion Valve. The HVAC System "FC-5324" includes credit for verified adequate airflow. A certified HERS rater must diagnostically measure airflow ofthe HVAC System. The HVAC System "FC-5324" incorporates HERS verified Duct Leakage. Target leakage is calculated and documented on the CF-4R. The HVAC System "FC-5324" includes credit for Proper Cooling Sizing. Design Cap = 25359 Btuh, Max Cap = 31359 Btuh, Max Input = 2658 watts. A certified HERS rater must field verify the Correct Cooling System. The HVAC System "FC-5324" incorporates a HERS verified Refrigerant Charge test or a HERS verified Thermostatic Expansion Valve. The HVAC System "FC-5323" includes credit for verified adequate airflow. A certified HERS rater must diagnostically measure airflow ofthe HVAC System. The HVAC System "FC-5323" incorporates HERS verified Duct Leakage. Target leakage is calculated and documented on the CF-4R. The HVAC System "FC-5323" includes credit for Proper Cooling Sizing. Design Cap = 24058 Btuh, Max Cap = 30058 Btuh, Max Input = 2521 watts. A certified HERS rater must field verify the Correct Cooling System. The HVAC System "FC-5323" incorporates a HERS verified Refrigerant Charge test or a HERS verified Thermostatic Expansion Valve. The HVAC System "FC-5322" includes credit for verified adequate airflow. A certified HERS rater must diagnostically measure airilow ofthe HVAC System. The HVAC System "FC-5322" incorporates HERS verified Duct Leakage. Target leakage Is calculated and documented on the CF-4R. The HVAC System "FC-5322" includes credit for Proper Cooling Sizing. Design Cap = 24374 Btuh, Max Cap = 30374 Btuh, Max Input = 2554 watts. A certified HERS rater must field verify the Correct Cooling System. The HVAC System "FC-5322" incorporates a HERS verified Refrigerant Charge test or a HERS verified Themiostatic Expansion Valve. Run Initiation Time: 01/28/08 10:45:53 Run Code: 1201545953 EnergyPro 4.4 by EnergySoft User Number: 3218 Job Number: 041246.10 Page:17of21 Certificate Of Compliance : Residential (Part 4 Of 4) CF-1R Carlsbad Ranch Villa 53 4/14/2008 Project Title Date Special Features and Modeling Assumptions The local enforcement agency should pay special attention to the items specified in this checklist. These items require special written justification and documentation, and special verification to be used with the performance approach. The local enforcement agency determines the adequacy of the justification, and may reject a building or design that otherwise complies based on the adequacy ofthe special justification and documentation submitted. Plan Field HERS Required Verification Items in this section require field testing and/or verification by a certified home energy rater under the supervision of a HERS provider using approved testing and/or verification methods. HERS Required Verification Items in this section require field testing and/or verification by a certified home energy rater under the supervision of a HERS provider using approved testing and/or verification methods. Plan Field The HVAC System "FC-532r Includes credit for verified adequate alrfiow. A certified HERS rater must diagnostically measure airflow of the HVAC System. The HVAC System "FC-5321" incorporates HERS verified Duct Leakage. Target leakage is calculated and documented on the CF-4R. The HVAC System "FC-5321" includes credit for Proper Cooling Sizing. Design Cap = 25216 Btuh, Max Cap = 31216 Btuh, Max Input = 2643 watts. A certified HERS rater must field verify the Correct Cooling System. The HVAC System "FC-5321" incorporates a HERS verified Refrigerant Charge test or a HERS verified Thermostafic Expansion Valve. The HVAC System "FC-5334" includes credit for verified adequate airflow. A certifled HERS rater must diagnostically measure airflow of the HVAC System. The HVAC System "FC-5334" incorporates HERS verified Duct Leakage. Target leakage is calculated and documented on the CF-4R. The HVAC System "FC-5334" includes credit for Proper Cooling Sizing. Design Cap = 20302 Btuh, Max Cap = 26302 Btuh, Max Input = 2128 watts. A certified HERS rater must field verify the Correct Cooling System. The HVAC System "FC-5334" incorporates a HERS verified Refrigerant Charge test or a HERS verified Themiostatic Expansion Valve. The HVAC System "FC-5333" includes credit for verified adequate airflow. A certified HERS rater must diagnostically measure airflow of the HVAC System. The HVAC System "FC-5333" incorporates HERS verified Duct Leakage. Target leakage is calculated and documented on the CF-4R. The HVAC System "FC-5333" includes credit for Proper Cooling Sizing. Design Cap = 26777 Btuh, Max Cap = 32777 Btuh, Max input = 2806 watts. A certified HERS rater must field verify the Correct Cooling System. The HVAC System "FC-5333" incorporates a HERS verified Refi-igerant Charge test or a HERS verified Thermostatic Expansion Valve. The HVAC System "FC-5332" includes credit for verified adequate alrfiow. A certified HERS rater must diagnostically measure airflow ofthe HVAC System. The HVAC System "FC-5332" incorporates HERS verified Duct Leakage. Target leakage is calculated and documented on the CF-4R. Run Initiation Time: 01/28/08 10:45:53 EnergyPro 4.4 by EnergySoft User Number: 3218 Job Number: 041246.10 Page:18 of 21 Certificate Of Compliance : Residential (Part 4 of 4) CF-1R Carlsbad Ranch Villa 53 4/14/2008 Project Title Date Special Features and Modeling Assumptions The local enforcement agency should pay special attention to the items specified in this checklist. These items require special written justification and documentation, and special verification to be used with the performance approach. The local based on the adequacy of the special justification and documentation submitted. Plan Field HERS Required Verification Kerns in this section require field testing and/or verification by a certified home energy rater under the supervision of a HERS provider using approved testing and/or verification methods. HERS Required Verification Kerns in this section require field testing and/or verification by a certified home energy rater under the supervision of a HERS provider using approved testing and/or verification methods. Plan Field The HVAC System "FC-5332" includes credit for Proper Cooling Sizing. Design Cap = 27145 Btuh, Max Cap = 33145 Btuh, Max Input = 2845 watts. A certified HERS rater must field verify the Correct Cooling System. The HVAC System "FC-5332" incorporates a HERS verified Refrigerant Charge test or a HERS verified Thermostatic Expansion Valve. The HVAC System "FC-533r includes credit for verified adequate airflow. A certified HERS rater must diagnostically measure airflow of the HVAC System. The HVAC System "FC-5331" incorporates HERS verified Duct Leakage. Target leakage is calculated and documented on the CF-4R. The HVAC System "FC-5331" includes credit for Proper Cooling Sizing. Design Cap = 19992 Btuh, Max Cap = 25992 Btuh, Max Input = 2095 watts. A certified HERS rater must field verify the Correct Cooling System. The HVAC System "FC-5331" incorporates a HERS verified Refrigerant Charge test or a HERS verified Thermostatic Expansion Valve. Run Initiation Time: 01/28/08 10:45:53 EnergyPro 4.4 by EnergySoft User Number: 3218 Job Number: 041246.10 Page:19of21 Mandatory Measures Summary: Residential (Page 1 of 2) MF-1R NOTE: Low/rlse residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. More stringent compliance requirements from the Certificate of Compliance supercede the Items marked »/ith an asterisk (*) below. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. —QP_IQ_l^lj Check or initial applicable boxes or check NA if not applicable and Included with the •-'t^'-'"" ' lUN permit application documentation. N/A ENFORCE- DESIGNER MENT Building Envelope Measures S 150(a); Minimum R-19 in wood ceiling insulation or equivalent U-factor in metal frame ceiling. § 150(b): Loose fill Insulation manufacturer's labeled R-Value: . § 150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U-factor in metal frame walls (does not apply to exterior mass walls). § 150(d): Minimum R-13 raised floor insulation in framed floors or equivalent U-factor. § 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs. 1. Masonry and factory-built fireplaces have: a. ctosable metal or glass door covering the entire opening of the firebox b. outside air intake with damper and control, flue damper and control 2. No continuous burning gas pilot lights allowed. § 150(f): Air retarding wrap installed to comply with &151 meets requirements specified in the ACM Residential Manual. § 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. § 150(1): Slab edge insulation - water absorption rate for the insulation alone without facings no greater than 0.3%, vtiater vapor pemieance rate no greater than 2.0 perm/inch. § 118: Insulation specified or installed meets insulation installation quality standards. Indicate type and include CF-6R Form: § 116-17: Fenestration Products, Exterior Doors, and Infiltration/Exfiltration Controls. 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field fabricated) have label with certified U-Factor, certified Solar Heat Gain Coefficient (SHGC), and infiltration certification. 3. Exterior doors and windows weatherstnpped; all Joints and penetrations caulked and sealed. Space Conditioning, Water Heating and Plumbing System Measures § 110-13: HVAC equipment, water heaters, showerheads and faucets certified by the Energy Commission. § 150(h): Heating and/or cooling loads cakjulated in accordance with ASHRAE, SMACNA or ACCA. § 1S0(i); Setback thermostat on all applicable heating and/or cooling systems. § 150(J): Water system pipe and tank insulation and cooling systems line insulation. 1. Storage gas water heaters rated with an Energy Factor less than 0.58 must be externally wrapped with insulation having an Installed thermal resistance of R-12 or greater. 2. Back-up tanks for solar systems, unfired storage tanks, or other Indirect hot water tanks have R-12 external insulation or R-16 Internal Insulation and indicated on the exterior of the tank showing the R-value. 3. The foltowing piping is Insulated according to Table 150-A/B or Equation 150-A Insulation Thickness: 1. First 5 feet of hot and cokJ water pipes closest to viater heater tank, non-recirculating systems, and entire length of recirculating sections of hot water pipes shall be Insulated to Table 150B. 2. Cooling system piping (suction, chilled water, or brine lines), piping Insulated between heating source and indirect hot water tank sfiall be insulated to Table 150-B and Equation 150-A. 4. Steam hydronic heating systems or hot water systems > 15 psi, meet requirements ofTable 123-A. 5. Insulation must be protected from damage, Including that due to sunlight, moisture, equipment maintenance, and wind. 6. Insulation for chilled water piping and refrigerant suction piping includes a vapor retardant or is enclosed entirely In conditioned space. 7. Solar water-heating systems/collectors are certified by the Solar Rating and Certification Corporation. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • EnergyPro 4.4 by EnergySoft User Number: 3218 Job Number 041246.10 Page:20of21 Mandatory Measures Summary: Residential (Page 2 of 2) MF-1R NOTE: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. More stringent compliance requirements from the Certificate of Compliance supercede the items marked with an asterisk {*) bebw. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. Instructions: Check or initial applicable boxes when completed or check N/A if not ENFORCE- DcoCKIrl lUN applicable. N/A DESIGNER MENT Space Conditioning, Water Heating and Plumbing System Measures: (continued) § 150(m): Ducts and Fans 1. All ducts and plenums Installed, sealed and insulated to meet the requirements of the CMC Sections 601,602, 603,604, 605, and Standard 6-5; supply-air and return-air ducts and plenums are Insulated to a minumum installed level of R-4.2 or enck>sed entirely in conditioned space. Openings shall be sealed with mastic, tape or other duct-ck>sure system that meets the applicable requirements of UL 181, UL 181 A, or UL 181B or aerosol sealant that meets the requirements of UL 723. if mastic or tape is used to seal openings greater than 1/4 inch, the combination of mastic and either mesh or tape shall be used. 2. Buikling cavities, support platforms for air handlers, and plenums defined or constructed with materials other than sealed sheet metal, duct board or flexible duct shall not be used for conveying condifioned air. BuiWing cavities and support platforms may contain ducts. Ducts installed in cavities and support platfonns shall not be compressed to cause reducfions in the cross-sectional area of the ducts. 3. Joints and seams of duct systems and their components shall not be sealed with cloth back rubber adhesive duct tapes unless such tape is used In combination with mastic and draw bands. 4. Exhaust fan systems have back draft or automatic dampers. 5. Gravity ventilating systems sen/ing conditioned space have either automatic or readily accessible, manually operating dampers. 6. Protection of Insulation. Insulation shall be protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind. Cellular foam insulation shall be protected as above or painted with a coating that is water retardant and provides shielding from solar radiation that can cause degradation of the material. 7. Flexible ducts cannot have porous Inner cores. §114: Pool and Spa Heating Systems and Equipment 1. A thermal efficiency that complies with the Appliance Efficiency Regulations, on-off switch mounted outside of the heater, weatherproof operating Instrucfions, no electric resistance heating and no pikit light. 2. System is installed with: a. At least 36" of pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional Inlets and a circulation pump time switch. § 115: Gas fired fan-type central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning pikjt light. (Exception: Non-electrical cooking appliances with pilot < 150 Btu/hr) § 118 (i): Cool Roof material meets specified criteria Lighting Measures § 150(k)1; HIGH EFFICACY LUMINAIRES OTHER THAN OUTDOOR HID: contain only high efficacy lamps as outiined In Table 150-C, and do not contain a medium screw base socket (E24/E26). Ballasts for lamps 13 Watts or greater are electric and have an output frequency no less than 20 kHz. § 150(k)1: HIGH EFFICACY LUMINAIRES - OUTDOOR HID: contain only high efficacy lamps as outlined In Table 150-C, lumlnaire has factory installed HID ballast. § 150(k)2: Permanently installed lumlnalres In kitchens shall be high efficacy luminaires. Up to 50% of the Wattage, as determined in Section 130(c), of permanently installed luminaires In kitchens may be in luminaires that are not high efficacy luminaires, provided that these lumlnalres are controlled by switches separate from those controlling the high efficacy luminaires. § 150(k)3: Permanently installed lumlnalres In bathrooms, garages, laundry rooms, utility rooms shall be high efficacy luminaires. OR are controlled by an occupant sensor(s) certfied to comply with Section 119(d). § 150(k)4: Permanently installed luminaires located other than in kitchens, bathrooms, garages, laundry rooms, and utility rooms shall be high efficacy lumlnalres (except cbsets less than 70 ft) OR are controlled by a dimmer switch OR are controlled by an occupant sensor that compiles with Section 119(d) that dSes not turn on automatically or have an always on option. § 150(k)5: Lumlnalres that are recessed Into Insulated ceilings are approved for zero clearance Insulation cover (IC) and are certified to ASTM E283 and labeled as air tight (AT) to less than 2.0 CFM at 75 Pascals. § 150(k)6: Lumlnalres providing outdoor lighting and permanently mounted to a residential building or to other buildings on the same lot shall be high efficacy luminaires (not including lighting around swimming pools/water features or other Article 680 locations) OR are controlled by occupant sensors with integral photo control certified to comply with Section 119(d). § 150(k)7: Lighting for parking lots for 8 or more vehicles shall have lighting that compiles with Sections 130,132, and 147. Lighting for parking garages for 8 or more vehicles shall have lighting that complies with Section 130, 131, and 146. § 150(k)8: Permanently installed lighting in the enclosed, non-dwelling spaces of low-rise residential buiWings with four or more dwelling units shall be high efficacy luminaires OR are controlled by occupant sensor(s) certified to comply with Section 119(d) • • n • • • • • • • • • • • • • • • • n • • • • M • • n • • • • • • • • m • • m • • • n • • • • • • EnergyPro 4.4 by EnergySoft User Number: 3218 Job Number: 041246.10 Page: 21 of 21 TITLE 24 REPORT Title 24 Report for: Carlsbad Ranch Villa 53 1700 Drake Way Carlsbad, CA 92008 Project Designer: Nogle Onufer Associates Architects 2398 San Diego Ave. San Diego, CA92110 (619)297-8066 Report Prepared By: Derek Hudak M-E Engineers 12127 Kirkham Road Poway, CA 92064 (858) 391-2922 Job Number: 041246.10 Date: 11/19/2007 The EnergyPro computer program has been used to perfonn the calculations summarized in this compliance report. This program has approval and is authorized by the California Energy Commission fbr use with both the Residential and Nonresidential 2005 Building Energy Efficiency Standards. This program developed by EnergySoft, LLC - www.energysoft.com. EnergyPro 4.4 byEnergySoft Job Number 041246.10 User Number: 3218 TABLE OF CONTENTS Cover Page 1 Table of Contents 2 Form ENV-1-C Certificate of Compliance 3 Form ENV-3-C Overall Envelope Method 10 Form ENV-4-C Skylight Fraction of Daylit Area 35 Form ENV-4-C Skylight Effective Apperture 36 Form ENV-MM Envelope Mandatory Measures 37 Form MECH-1-C Certificate of Compliance 38 Form MECH-2-C Air & Water System Requirements 40 Form MECH-3-C Mechanical Ventilation 45 Form MECH-4-C HVAC Misc. Prescriptive Requirements 46 Form MECH-MM Mechanical Mandatory Measures 58 EnergyPro 4.4 byEnergySoft Job Number 041246.10 User Number 3218 CERTIFICATE OF COMPLIANCE (Parti of2) ENV-1-C PROJECT NAME Carlsbad Ranch Villa 53 DATE 11/19/2007 PROJECT ADDRESS 1700 Drake Way Carlsbad PRINCIPAL DESIGNER - ENVELOPE Nogle Onufer Associates Architects TELEPHONE (619) 297-8066 DUiiding rermit it DOCUMENTATION AUTHOR M-E Engineers TELEPHONE (858) 391-2922 Checked by/Oate Enforcement Agency Use GENERAL INFORMATION DATE OF PLANS BUILDING CONDITIONED FLOOR AREA 11,170sq.Ft. CLIMATE ZONE BUILDING TYPE NONRESIDENTIAL RELOCATABLE- Indicate: HIGH RISE RESIDENTIAL Specific Climate - list; or X HOTEUMOTEL GUEST ROOM All Climates PHASE OF CONSTRUCTION |X] NEW CONSTRUCTION •ADDITION • ALTERATION • UNCONDITIONED (File Affidavit) METHOD OF ENVELOPE COMPLIANCE • COMPONENT (ENV-2-C) [XI OVERALL ENVELOPE (ENV-3-C) • PERFORMANCE STATEMENT OF COMPLIANCE This Certificate of Compliance lists the building features and performance specifications needed to comply with Title 24, Parts 1 and 6 of the California Code of Regulations. This certificate applies only to building envelope requirements. The documentation preparer hereby certifies that the document is accurate and complete. DOCUMENTATION AUTHOR Derek Hudak SIGNATURE DATE on The Principal Envelope Designer hereby certifies that the proposed building design represented in this set of construction documents is consistent with the other compliance forms and worksheets, with the specifications, and with any other calculations submitted with this permit application. The proposed building has been designed to meet the envelope requirements contained in Sections 110, 116 through 118, and 140, 142, 143 or 149 of Title 24, Part 6. Please check one: I hereby affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code to sign this document as the person responsible for its preparation; and that 1 am licensed in the state of California as a civil engineer or mechanical engineer, or I am a licensed architect. Q 1 affirm that 1 am eligible under the exemption to Division 3 of the Business and Professions Code by Section 5537.2 or 6737.3 to sign this document as the person responsible for its preparation; and that I am a licensed contractor performing this work. Q I affirm that I am eligible under Division 3 of the Business and Professions Code to sign this document because it pertains to a structure or type of work described as exempt pursuant to Business and Professions Code Sections 5537, 5538, and 6737.1. PRINCIPAL ENVELOPE DESIGNER - NAME Nogle Onufer Associates Architects SIGNATURE DATE . „ LIC.# c ji^^C ENVELOPE MANDATORY MEASURES Indicate location on plans of Note Block for Mandatory Measures ENVELOPE COMPLIANCE FORMS & WORKSHEETS (Check box if worksheet is included) For detailed instructions on the use of this and all Energy Efficiency Standards compliance forms, please refer to the Nonresidential Manual published by the Callfomia Energy Commission. HENV-1-C •ENV-2-C HENV-3-C I11ENV-4-C Certificate of Compliance. Required on plans for all submittals. Part 2 may be incorporated in schedules on plans. Used Envelope Component compliance method Used with Overall Envelope Compliance method Optional. Use for minimum skylight requirements for large enclosed spaces EnergyPro4.4 byEnergySoft User Number: 3218 Job Number: 041246.10 Pa9e:3of 59 CERTIFICATE OF COMPLIANCE (Part 2 of 2) ENV-1-C PROJECT NAME DATE Carlsbad Ranch Villa 53 • 11/18/2007 OPAQUE SURFACES Surface Insulation Act. Cond.* Joint Appendix # Type Area U-Fac. Cav. Cont. Azm. Tilt Status IV Reference Location / Comments 1 Wall 23€ 0.164 R-19 R-0.0 180 90 New 11-A23 5314 2 Wall 12C 0.164 R-19 R-0.0 270 90 New 11-A23 5314 3 Wall 72 0.164 R-19 R-0.0 90 90 New 11-A23 5314 4 Wall 64 0.164 R-19 R-0.0 0 90 New 11-A23 5314 5 Wall 65 0.164 R-19 R-0.0 180 90 New 11-A23 5314 6 Wall 12C 0.164 R-19 R-0.0 270 90 New 11-A23 5314 7 Wall 9€ 0.164 R-19 R-0.0 90 90 New 11-A23 5314 8 Wall 100 0.164 R-19 R-0.0 270 90 New 11-A23 5314 9 Wall 68 0.164 R-19 R-0.0 90 90 New 11-A23 5314 10 Wall 100 0.164 R-19 R-0.0 270 90 New 11-A23 5313 11 Wall 60 0.164 R-19 R-0.0 90 90 New 11-A23 5313 12 Wall 85 0.164 R-19 R-0.0 180 90 New 11-A23 5313 13 Wall 64 0.164 R-19 R-0.0 0 90 New 11-A23 5313 14 Wall 120 0.164 R-19 R-0.0 270 90 New 11-A23 5313 15 Wall 96 0.164 R-19 R-0.0 90 90 New 11-A23 5313 16 Wall 72 0.164 R-19 R-0.0 90 90 New 11-A23 5313 17 Wall 72 0.164 R-19 R-0.0 90 90 New 11-A23 5312 18 Wall 64 0.164 R-19 R-0.0 180 90 New 11-A23 5312 19 Wall 85 0.164 R-19 R-0.0 0 90 New 11-A23 5312 20 Wall 120 0.164 R-19 R-0.0 270 90 New 11-A23 5312 * N, E, A, R (New, Existing, Altered, Removed) I FENESTRATION SURFACES More than or equal to 10,000 sq.fL of site-bullt fenestration area must include a label certificate eitherissued by NFRC or provide a CEC Default Label Certificate using ttie default U-factors from # Type Area U-Fac.^ SHGC2 Act. Azm. Cond. Stat. Glazing Type Location/ Comments 1 Window Rear (S) 4 0.480 NFRC 0.47 NFRC 180 New Solarban 60 5314 2 Window Left (E) 52 0.480 NFRC 0.47 NFRC 90 New Solarban 60 5314 3 Window Front (N) 2-0.480 NFRC 0.47 NFRC 0 New Solarban 60 5314 4 Window Right (W) 10 0.480 NFRC 0.47 NFRC 270 New Solarban 60 5314 5 Window Left (E) 34 0.480 NFRC 0.47 NFRC 90 New Solarban 60 5314 6 Window Left (E) 52 0.480 NFRC 0.47 NFRC 90 New Solarban 60 5314 7 Window Left (E) 60 0.480 NFRC 0.47 NFRC 90 New Solarban 60 5313 8 Window Front (N) 2-0.480 NFRC 0.47 NFRC 0 New Solarban 60 5313 9 Window Right (W) 10 0.480 NFRC 0.47 NFRC 270 New Solarban 60 5313 10 Window Left (E) 34 0.480 NFRC 0.47 NFRC 90 New Solarban 60 5313 11 Window Left (E) 52 0.480 NFRC 0.47 NFRC 90 New Solarban 60 5313 12 Window Left (E) 52 0.480 NFRC 0.47 NFRC 90 New Solarban 60 5312 13 Window Rear (S) 2' 0.480 NFRC 0.47 NFRC 180 New Solarban 60 5312 (1) U-factorType: (2) SHGC Type: : 116-A Default Table from Standaids, Table NI-1 Default Table from the ACM Manual Appendix, NFRC Labeled value. 116-B Default Table firom Standards, COG Center of Glass, NFRC Labeled Value EXTERIOR SHADING Window Overhang Left Fin Right Fin # Exterior Shade Type SHGC Hgt. Wd. Len. Hot. LExt.RExt. Dist. Len. Hgt. Dist. Len. Hgt. 1 None 0.76 2 None 0.76 3 None 0.76 4 None 0.76 5 None 0.76 6 None 0.76 7 None 0.76 8 None 0.76 9 None 0.76 10 None 0.76 11 None 0.76 12 None 0.76 13 None 0.76 IMINIMUM SKYLIGHT AREA FOR LARGE ENCLOSED SPACES • The proposed building is In climate zones 2 thnxnih 1S and contains an enclosed space with floor area greater than 25,000 ft2, a celling height greater than 1S feet and an LPD fbr general lighting of at least 0.5 wm2. See Section 143(c). Ifthls box Is checked, ENV'4<; must lie fliled out when submitting under ttie Prescriptive Compliance Approach. EnergyPro4.4 byEnergySoft User Number 3218 Job Number: 041246.10 Page:4of 59 CERTIFICATE OF COMPLIANCE (Part 2 of 2) ENV-1-C PROJECT NAME DATE Carlsbad Ranch Villa 53 11/18/2007 OPAQUE SURFACES # Surface Insulation Act. Cond.* Joint Appendix # Type Area U-Fac. Cav. Cont. Azm. Tilt Status IV Reference Location / Comments 21 Wall 9e 0.164 R-19 R-0.0 90 90 New 11-A23 5312 22 Wall IOO 0.164 R-19 R-0.0 270 90 New 11-A23 5312 23 Wall 6C 0.164 R-19 R-0.0 90 90 New 11-A23 5312 24 Wall IOC 0.164 R-19 R-0.0 270 90 New 11-A23 5311 25 Wall 6£ 0.164 R-19 R-0.0 90 90 New 11-A23 5311 26 Wall 64 0.164 R-19 R-0.0 180 90 New 11-A23 5311 27 Wall 65 0.164 R-19 R-0.0 0 90 New 11-A23 5311 28 Wall 12C 0.164 R-19 R-0.0 270 90 New 11-A23 5311 29 Wall 96 0.164 R-19 R-0.0 90 90 New 11-A23 5311 30 Wall 236 0.164 R-19 R-0.0 0 90 New 11-A23 5311 31 Wall 120 0.164 R-19 R-0.0 270 90 New 11-A23 5311 32 Wall 72 0.164 R-19 R-0.0 90 90 New 11-A23 5311 33 Roof 295 0.039 R-30 R-0.0 0 0 New 04-A17 5324 34 Wall 236 0.164 R-19 R-0.0 180 90 New 11-A23 5324 35 Wall 120 0.164 R-19 R-0.0 270 90 New 11-A23 5324 36 Wall 72 0.164 R-19 R-0.0 90 90 New 11-A23 5324 37 Wall 64 0.164 R-19 R-0.0 0 90 New 11-A23 5324 38 Wall 65 0.164 R-19 R-0.0 180 90 New 11-A23 5324 39 Wall 120 0.164 R-19 R-0.0 270 90 New 11-A23 5324 40 Wall 96 0.164 R-19 R-0.0 90 90 New 11-A23 5324 * N, E, A, R (New, Existing, Altered, Removed) {FENESTRATION SURFACES • More than or equal to 10,000 sq.ft. of site-bullt fenestration area must include a label certificate either issued by NFRC or provide a CEC Default Label Certificate using the default U-factors from # Type Area U-Fac' SHGC Act. Azm. Cond. Stat. Glazing Type Location/ Comments 14 Window Rigfit (W) 10 0.480 NFRC 0.47 NFRC 270 New Solarban 60 5312 15 Window Left (E) 34 0.480 NFRC 0.47 NFRC 90 New Solarban 60 5312 16 Window Left (E) 60 0.480 NFRC 0.47 NFRC 90 New Solarban 60 5312 17 Window Left (E) 52 0.480 NFRC 0.47 NFRC 90 New Solarban 60 5311 18 Window Rear (S) 2-0.480 NFRC 0.47 NFRC 180 New Solarban 60 5311 19 Window Right (W) 10 0.480 NFRC 0.47 NFRC 270 New Solarban 60 5311 20 Window Left (E) 34 0.480 NFRC 0.47 NFRC 90 New Solarban 60 5311 21 Window Front (N) 4 0.480 NFRC 0.47 NFRC 0 New Solarban 60 5311 22 Window Left (E) 52 0.480 NFRC 0.47 NFRC 90 New Solarban 60 5311 23 Window Rear (S) 4 0.480 NFRC 0.47 NFRC 180 New Solarban 60 5324 24 Window Left (E) 52 0.480 NFRC 0.47 NFRC 90 New Solarban 60 5324 25 Window Front (N) 2-0.480 NFRC 0.47 NFRC 0 New Solarban 60 5324 26 Window Rigfit (W) 10 0.480 NFRC 0.47 NFRC 270 New Solarban 60 5324 (1) u-factor Type: (2) SHGC Tyoe: 116-A Default Table firom Standards, 116-B Default Table finom Standards, i, Table NM Default Table from the ACM Manual Appendix, NFRC Labeled value. COG Center of Glass. NFRC Labeled Value EXTERIOR SHADING # Exterior Shade Type SHGC Window Hgt. Wd. Overhang Left Fin Right Fin # Exterior Shade Type SHGC Window Hgt. Wd. Len. Hat. LExt.RExt. Dist. Len. Hat. Dist. Len. Hgt. 14 None 0.76 15 None 0.76 16 None 0.76 17 None 0.76 18 None 0.76 19 None 0.76 20 None 0.76 21 None 0.76 22 None 0.76 23 None 0.76 24 None 0.76 25 None 0.76 26 None 0.76 MINIMUM SKYLIGHT AREA FOR LARGE ENCLOSED SPACES • The proposed iHilldIng Is In climate zones 2 through 15 and contains an enclosed space with floor area greater ttian 25,000 ft2, a celling height greater than 15 feet and an LPD for general lighting of at least 0.5 W/ft2. See Section 143(c). If this box Is checked, ENV-4-C must be fliled out when submitting under the Prescriptive Compliance Approach. EnergyPro4.4 byEnergySoft User Number: 3218 Job Number: 041246.10 Page:5of 59 CERTIFICATE OF COMPLIANCE (Part 2 of 2) ENV-1-C PROJECT NAME DATE Carlsbad Ranch Villa 53 11/18/2007 OPAQUE SURFACES Surface Insulation Act. Cond.* Joint Appendix # Type Area U-Fac. Cav. Cont. Azm. Tilt Status IV Reference Location / Comments 41 Wall 10C 0.164 R-19 R-0.0 270 90 New 11-A23 5324 42 Wall 68 0.164 R-19 R-0.0 90, 90 New 11-A23 5324 43 Wall IOO 0.164 R-19 R-0.0 270 90 New 11-A23 5323 44 Wall 60 0.164 R-19 R-0.0 90 90 New 11-A23 5323 45 Wall 85 0.164 R-19 R-0.0 180 90 New 11-A23 5323 46 Wall 64 0.164 R-19 R-0.0 0 90 New 11-A23 5323 47 Wall 120 0.164 R-19 R-0.0 270 90 New 11-A23 5323 48 Wall 9€ 0.164 R-19 R-0.0 90 90 New 11-A23 5323 49 Wall 125 0.164 R-19 R-0.0 270 90 New 11-A23 5323 50 Wall 72 0.164 R-19 R-0.0 90 90 New 11-A23 5323 51 Wall 125 0.164 R-19 R-0.0 270 90 New 11-A23 5322 52 Wall 72 0.164 R-19 R-0.0 90 90 New 11-A23 5322 53 Wall 64 0.164 R-19 R-0.0 180 90 New 11-A23 5322 54 Wall 85 0.164 R-19 R-0.0 0 90 New 11-A23 5322 55 Wall 120 0.164 R-19 R-0.0 270 90 New 11-A23 5322 56 Wall 96 0.164 R-19 R-0.0 90 90 New 11-A23 5322 57 Wall 100 0.164 R-19 R-0.0 270 90 New 11-A23 5322 58 Wall 60 0.164 R-19 R-0.0 90 90 New 11-A23 5322 59 Wall IOC 0.164 R-19 R-0.0 270 90 New 11-A23 5321 60 Wall 68 0.164 R-19 R-0.0 90 90 New 11-A23 5321 * N, E, A, R (New, Existing, Altered, Rennoved) I FENESTRATION SURFACES More than or equal to 10,000 sq.fl. of sKe-bullt fenestration area must include a label certificate eittw issued by NFRC or provide a CEC Default Label Certificate using the default U-factors from # Type Area U-Fac.^ SHGC^ Act. Azm. Cond. Stat. Glazing Type Location/ Comments 27 Window Left (E) 34 0.480 NFRC 0.47 NFRC 90 New Solarban 60 5324 28 Window Left (E) 52 0.480 NFRC 0.47 NFRC 90 New Solarban 60 5324 29 Window Left (E) 60 0.480 NFRC 0.47 NFRC 90 New Solarban 60 5323 30 Window Front (N) 21 0.480 NFRC 0.47 NFRC 0 New Solarban 60 5323 31 Window Right (W) 10 0.480 NFRC 0.47 NFRC 270 New Solarban 60 5323 32 Window Left (E) 34 0.480 NFRC 0.47 NFRC 90 New Solarban 60 5323 33 Window Left (E) 52 0.480 NFRC 0.47 NFRC 90 New Solarban 60 5323 34 Window Left (E) 52 0.480 NFRC 0.47 NFRC 90 New Solarban 60 5322 35 Window Rear (S) 2-0.480 NFRC 0.47 NFRC 180 New Solarban 60 5322 36 Window Right (W) 10 0.480 NFRC 0.47 NFRC 270 New Solarban 60 5322 37 Window Left (E) 34 0.480 NFRC 0.47 NFRC 90 New Solarban 60 5322 38 Window Left (E) 60 0.480 NFRC 0.47 NFRC 90 New Solarban 60 5322 39 Window Left (E) 52 0.480 NFRC 0.47 NFRC 90 New Solarban 60 5321 (1) u-factor Type: (2) SHGC Type; 116-A Default Table from Standards, 116-B Default Table from Standards, Table NI-1 Default Table from theACMManual Appendix, NFRC Labeled value. COG Center of Glass, NFRC Labeled Value EXTERIOR SHADING # Exterior Shade Type SHGC Window Hgt. Wd. Overhang Left Fin Right Fin # Exterior Shade Type SHGC Window Hgt. Wd. Len. Hat. LExt.RExt. Dist. Len. Hgt. Dist. Len. Hgt. 27 None 0,76 28 None 0.76 29 None 0.76 30 None 0.76 31 None 0.76 32 None 0.76 33 None 0.76 34 None 0.76 35 None 0.76 36 None 0.76 37 None 0.76 38 None 0.76 39 None 0.76 MINIMUM SKYLIGHT AREA FOR LARGE ENCLOSED SPACES • The proposed liullding Is in climate zones 2 through 15 and contains an enclosed space with floor area greater ttian 25,000 ft2, a celling height greater than 15 feet and an LPD for general lighting of at least 0.5 wm2. See Section 143<c). If this box is checited, ENV.4.C must be fliled out when submitting under the PrescripMve Compliance Approach. EnergyPro4.4 byEnergySoft User Number: 3218 Job Number 041246.10 Page:6of 59 CERTIFICATE OF COMPLIANCE (Part 2 of 2) ENV-1-C PROJECT NAME DATE Carlsbad Ranch Villa 53 11/18/2007 OPAQUE SURFACES # Surface Insulation Act. Cond.* Joint Appendix # Type Area U-Fac. Cav. Cont. Azm. Tilt Status IV Reference Location / Comments 61 Wall 64 0.164 R-19 R-0.0 180 90 New 11-A23 5321 62 Wall 6£ 0.164 R-19 R-0.0 0 90 New 11-A23 5321 63 Wall 12C 0.164 R-19 R-0.0 270 90 New 11-A23 5321 64 Wall 96 0.164 R-19 R-0.0 90 90 New 11-A23 5321 65 Roof 29£ 0.039 R-30 R-0.0 0 0 New 04-A17 5321 66 Wall 236 0.164 R-19 R-0.0 0 90 New 11-A23 5321 67 Wall 12C 0.164 R-19 R-0.0 270 90 New 11-A23 5321 68 Wall 72 0.164 R-19 R-0.0 90 90 New 11-A23 5321 69 Roof 420 0.039 R-30 R-0.0 0 0 New 04-A17 5334 70 Wall 64 0.164 R-19 R-0.0 0 90 New 11-A23 5334 71 Wall 312 0.164 R-19 R-0.0 180 90 New 11-A23 5334 72 Wall 120 0.164 R-19 R-0.0 270 90 New 11-A23 5334 73 Wall 96 0.164 R-19 R-0.0 90 90 New 11-A23 5334 74 Roof 265 0.039 R-30 R-0.0 0 0 New 04-A17 5334 75 Wall 100 0.164 R-19 R-0.0 270 90 New 11-A23 5334 76 Wall 68 0.164 R-19 R-0.0 90 90 New 11-A23 5334 77 Roof 265 0.039 R-30 R-0.0 0 0 New 04-A17 5333 78 Wail 100 0.164 R-19 R-0.0 270 90 New 11-A23 5333 79 Wall 60 0.164 R-19 R-0.0 90 90 New 11-A23 5333 80 Roof 420 0.039 R-30 R-0.0 0 0 New 04-A17 5333 * N, E, A, R (New, Existing, Altered, Rennoved) I FENESTRATION SURFACES • More than or equal to 10,000 sq.ft. of site-bullt fenestration area must include a label certificate either issued by NFRC or provide a CEC Default Label Certificate using the default U-factors from # Type Area U-Fac.^ SHGC 2 Act. Azm. Cond. Stat. Glazing Type Location/ Comments 40 Window Rear (S) 2i 0.480 NFRC 0.47 NFRC 180 New Solarban 60 5321 41 Window Right (W) 10 0.480 NFRC 0.47 NFRC 270 New Solarban 60 5321 42 Window Left (E) 34 0.480 NFRC 0.47 NFRC 90 New Solarban 60 5321 43 Window Front (N) 4 0.480 NFRC 0.47 NFRC 0 New Solarban 60 5321 44 Window Left (E) 52 0.480 NFRC 0.47 NFRC 90 New Solarban 60 5321 45 Window Front (N) 21 0.480 NFRC 0.47 NFRC 0 New Solarban 60 5334 46 Window Rear (S) 18 0.480 NFRC 0.47 NFRC 180 New Solarban 60 5334 47 Window Right (W) 10 0.480 NFRC 0.47 NFRC 270 New Solarban 60 5334 48 Window Left (E) 34 0.480 NFRC 0.47 NFRC 90 New Solarban 60 5334 49 Window Left (E) 52 0.480 NFRC 0.47 NFRC 90 New Solarban 60 5334 50 Window Left (E) 60 0.480 NFRC 0.47 NFRC 90 New Solarban 60 5333 51 Window Front (N) 21 0.480 NFRC 0.47 NFRC 0 New Solarban 60 5333 52 Window Right (W) 10 0.480 NFRC 0.47 NFRC 270 New Solarban 60 5333 (1) u-factor Type: (2) SHGC Type: 116-A Default Table from Standards, 116-B Default Table from Standards, i. Table NI-1 Default Table from the ACM Manual Appendix, NFRC Labeled value. COG Center of Glass. NFRC Labeled Value EXTERIOR SHADING # Exterior Shade Type SHGC Window Hgt. Wd. Overhang Left Fin Right Fin # Exterior Shade Type SHGC Window Hgt. Wd. Len. Hgt. LExt.RExt. Dist. Len. Hgt. Dist. Len. Hgt. 40 None 0.76 41 None 0.76 42 None 0.76 43 None 0.76 44 None 0.76 45 None 0.76 46 None 0.76 47 None 0.76 48 None 0.76 49 None 0.76 50 None 0.76 51 None 0.76 52 None 0.76 MINIMUM SKYLIGHT AREA FOR LARGE ENCLOSED SPACES 1 • The proposed building Is In climats zones 2 through 15 and contains an enclosed space with floor area greater than 25,000 ft2, a celling height greater flun 15 feet and an LPD for general lighting of at least 0.5 Wm2. See Sacflon 143(c). If this box is checked, ENV-4-C must be fliled out when submitting under the Prescriptive Compliance Approach. EnergyPro4.4 byEnergySoft User Number 3218 Job Number 041246.10 Page: 7 of 59 CERTIFICATE OF COMPLIANCE (Part 2 of 2) ENV-1-C PROJECT NAME DATE Carisbad Ranch Villa 53 11/18/2007 OPAQUE SURFACES Surface Insulation Act. Cond.* Joint Appendix # Type Area U-Fac. Cav. Cont. Azm. Tilt Status IV Reference Location / Comments 81 Wall 85 0.164 R-19 R-0.0 180 90 New 11-A23 5333 82 Wall 64 0.164 R-19 R-0.0 0 90 New 11-A23 5333 83 Wall 120 0.164 R-19 R-0.0 270 90 New 11-A23 5333 84 Wall 96 0.164 R-19 R-0.0 90 90 New 11-A23 5333 85 Roof 295 0.039 R-30 R-0.0 0 0 New 04-A17 5333 86 Wall 125 0.164 R-19 R-0.0 270 90 New 11-A23 5333 87 Wall 72 0.164 R-19 R-0.0 90 90 New 11-A23 5333 88 Roof 295 0.039 R-30 R-0.0 0 0 New 04-A17 5332 89 Wall 125 0.164 R-19 R-0.0 270 90 New 11-A23 5332 90 Wall 72 0.164 R-19 R-0.0 90 90 New 11-A23 5332 91 Roof 42C 0.039 R-30 R-0.0 0 0 New 04-A17 5332 92 Wall 64 0.164 R-19 R-0.0 180 90 New 11-A23 5332 93 Wall 85 0.164 R-19 R-0.0 0 90 New 11-A23 5332 94 Wall 12C 0.164 R-19 R-0.0 270 90 New 11-A23 5332 95 Wall 9€ 0.164 R-19 R-0.0 90 90 New 11-A23 5332 96 Roof 265 0.039 R-30 R-0.0 0 0 New 04-A17 5332 97 Wall IOC 0.164 R-19 R-0.0 270 90 New 11-A23 5332 98 Wall 6C 0.164 R-19 R-0.0 90 90 New 11-A23 5332 99 Roof 265 0.039 R-30 R-0.0 0 0 New 04-A17 5331 100 Wall 10C 0.164 R-19 R-0.0 270 90 New 11-A23 5331 * N, E, A, R (New, Existing, Altered, Removed) I FENESTRATION SURFACES • More than or equal to 10,000 sq.ft. of site-built fenestration area must incli Standards Table 116-A and B. Certificate shall be filed in the contractor's de a label certlfica project office durin; e either issued by NFRC or provide a CEC Default Label Certificate using the default U-factors from } construction and in the building manager's office after construction # Type Area U-Fac.^ SHGC^ Act. Azm. Cond. Stat. Glazing Type Location/ Comments 53 Window Left (E) 34 0.480 NFRC 0.47 NFRC 90 New Solarban 60 5333 54 Window Left (E) 52 0.480 NFRC 0.47 NFRC 90 New Solarban 60 5333 55 Window Left (E) 52 0.480 NFRC 0.47 NFRC 90 New Solart>an 60 5332 56 Window Rear (S) 21 0.480 NFRC 0.47 NFRC 180 New Solarban 60 5332 57 Window Right (W) 10 0.480 NFRC 0.47 NFRC 270 New Solarban 60 5332 58 Window Left (E) 34 0.480 NFRC 0.47 NFRC 90 New Solarban 60 5332 59 Window Left (E) 60 0.480 NFRC 0.47 NFRC 90 New Solarban 60 5332 60 Window Left (E) 52 0.480 NFRC 0.47 NFRC 90 New Solarban 60 5331 61 Window Rear (S) 2-0.480 NFRC 0.47 NFRC 180 New Solarban 60 5331 62 Window Front (N) 18 0.480 NFRC 0.47 NFRC 0 New Solarban 60 5331 63 Window Right • (W) 10 0.480 NFRC 0.47 NFRC 270 New Solarban 60 5331 64 Window Left (E) 34 0.480 NFRC 0.47 NFRC 90 New Solarban 60 5331 (1) u-factor Type: 116-A Default Table fi'om Standards, Table NI-1 Default Table from the ACM Manual Appendix, NFRC Labeled value. (2) SHGC Type: 116-B Default Table fj-om Standards, COG Center of Glass, NFRC Labeled Value EXTERIOR SHADING # Exterior Shade Type SHGC Window Hgt. Wd. Overhang Left Fin Right Fin # Exterior Shade Type SHGC Window Hgt. Wd. Len. Hgt. LExt.RExt. Dist. Len. Hgt. Dist. Len. Hgt. 53 None 0.76 54 None 0.76 55 None 0.76 56 None 0.76 57 None 0.76 58 None 0.76 59 None 0.76 60 None 0.76 61 None 0.76 62 None 0.76 63 None 0.76 64 None 0.76 MINIMUM SKYLIGHT AREA FOR LARGE ENCLOSED SPACES • The proposed building is In climate zones 2 through 15 and contains an enclosed space with floor area greater than 25,000 fl2, a celling height greater than IS feet and an LPD for general lightlfig of at least 0.5 Wfft2. See Section 143(c). If this box is checked, ENV.4-C must be fliled out when submHUng under the Prescriptive Compliance Approach. EnergyPro4.4 byEnergySoft User Number 3218 Job Number 041246.10 Page:8of 59 CERTIFICATE OF COMPLIANCE (Part 2 Of 2) ENV-1-C PROJECT NAME DATE Carlsbad Ranch Villa 53 11/18/2007 OPAQUE SURFACES # Surface Type Area U-Fac. Insulation Cav. Cont. Act. Azm. Tilt Cond.* Status Joint Appendix IV Reference Location / Comments 101 Wall 68 0.164 R-19 R-0.0 90 90 New 11-A23 5331 102 Roof 420 0.039 R-30 R-0.0 0 0 New 04-A17 5331 103 Wall 64 0.164 R-19 R-0.0 180 90 New 11-A23 5331 104 Wall 312 0.164 R-19 R-0.0 0 90 New 11-A23 5331 105 Wall 120 0.164 R-19 R-0.0 270 90 New 11-A23 5331 106 Wall 96 0.164 R-19 R-0.0 90 90 New 11-A23 5331 * N, E, A, R (New, Existing. Altered, Removed) [FENESTRATION SURFACES" • Mors than or equal to 10,000 sq.ft. of site-bullt fenestration area must include a latiel certificate either issued by NFRC or provide a CEC Default L^bel Certificate using the default U-factors from # Type Area U-Fac.^ SHGC^ Act. Azm. Cond. Stat. Glazing Type Location/ Comments (1) U-factor Type: 116-A Default Tatiie firom Standards. Table NI-1 Default Table from the ACM Manual Appendix, NFRC Labeled value. (2) SHGC Type: 116-8 Default Table from Standards, COG Center of Glass, NFRC Labeled Value EXTERIOR SHADING # Exterior Shade Type SHGC Window Hgt. Wd. Overhang Left Fin Right Fin # Exterior Shade Type SHGC Window Hgt. Wd. Len. Hgt. LExt.RExt. Dist. Len. Hgt. Dist. Len. Hgt. MINIMUM SKYLIGHT AREA FOR LARGE ENCLOSED SPACES • The proposed iHilldlng Is in climate zones 2 through 15 and contains an enclosed space with floor area greater than 25,000 fl2, a celling height greater than 15 feet and an LPD for general lighting of at least 03 WWt2. See Section 143(c). If this box Is checked, ENV<w; must be fliled out, when submitting under the Prescriptive Compliance Approach. EnergyPro4.4 byEnergySoft User Number 3218 Job Number 041246.10 Pa9e:9of 59 OVERALL ENVELOPE METHOD (Part 1 of 7) ENV-3-C PROJECT NAME Carlsbad Ranch Villa 53 DATE 11/18/2007 WINDOW AREA CALCULATION A. DISPLAY PERIMETER B. GROSS EXTERIOR WALL AREA C. ENTER LARGER OF A OR B D. ENTER PROPOSED WINDOW AREA 0 11.400 ftx6ft = ft X 0.40 = 0 4.560 11,400 4.560 2.030 ft DISPLAY AREA ft' 40% GROSS WALL AREA ft' MAXIMUM STND. AREA ft' PROPOSED AREA E. WINDOW WALL RATIO = Proposed Window Area Divided by Gross Exterior Wall Area = 17.80% F. WEST DISPLAY PERIMETER G. WEST EXTERIOR WALL AREA H. ENTER THE LAI^GER OF F AND G I. ENTER PROPOSED WEST WINDOW AREA 3,740 0 ftx6ft= ft X 0.40 = 1,496 3,740 1,496 120 0 ft'WEST DISPLAY AREA ft' 40% WEST WALL AREA ft' MAX. STND. WEST AREA ft' PROPOSED WEST AREA J. WEST WINDOW WALL RATIO = Proposed West Window Area Divided by West Exterior Wall Area = 3.21% Combined Values for North, East and South Walls K. N/E/S DISPLAY PERIMETER (A - F) L. N/E/S EXTERIOR WALL AREA (B - G) M. ENTER LARGER OF K OR L N. PROPOSED N/E/S WINDOW AREA (D -1) 0 7,660 ftx6ft = ft'x 0.40 = 0 3,064 7.660 3,064 1.910 ft N/E/S DISPLAY AREA ft'40% N/E/S AREA ft' MAX. STAND. N/E/S AREA ft' PROPOSED N/E/S AREA WINDOW ADJUSTMFNT 0. IF D > C and/or If I > H, PROCEED TO CALCULATION STEPS 1 OR 2, AS APPROPRIATE, FOR THE WINDOW AREA ADJUSTMENT. IF NOT, GO TO THE SKYLIGHT AREA TEST, ENV-3-C, PART 2 OF 7. 1. IF l< H: Use the calculated Window adjustment for all walls. MAXIMUM STANDARD PROPOSED WINDOW AREA (from C) AREA (from D) WINDOW ADJUSTMENT FACTOR 2. IF I > H: Calculate one window adjustment factor (WAF) for t>ie West wall. a. Calculate the WAF fbr the West wall. MAX. STANDARD WEST PROPOSED WEST AREA (from H) AREA (from I) WEST WINDOW ADJUSTMENT FACTOR b. If N > M: Calculate the WAF fbr the North, East and South walls. MAX. STANDARD N/E/S AREA (from M) PROPOSED N/E/S AREA (from N) N/E/S WINDOW ADJUSTMENT FACTOR GO TO PART 7 TO CALCULATE ADJUSTED AREAS. EnergyPro4.4 byEnergySoft User Number: 3218 Job Number: 041246.10 Page:10of 59 OVERALL ENVELOPE METHOD (Part 2 of 7) ENV-3-C PROJECT NAME Carisbad Ranch Villa 53 DATE 11/18/2007 SKYLIGHT AREA TEST A. ATRIUM HEIGHT B. IF <= 55 FT C. IF > 55 FT D. 8 ft GROSS ROOF AREA STANDARD ALLOWED SKYLIGHT AREA 3,920 ft X 0.05 : ft'x 0.10 = 196 ft' ft' PROPOSED SKYLIGHT AREA 0 ft' IF THE PROPOSED SKYLIGHT AREA IS GREATER THAN THE STANDARD SKYLIGHT AREA, PROCEED TO THE NEXT CALCULATION FOR THE SKYLIGHT AREA ADJUSTMENT. IF NOT, GO TO PART 3 OF 7. 1. IF PROPOSED SKYLIGHT AREA >= STANDARD SKYLIGHT AREA: STANDARD SKYLIGHT AREA PROPOSED SKYLIGHT AREA (IF E = 0 ENTER 1) SKYLIGHT ADJUSTMENT FACTOR GO TO PART 7 TO CALCULATE ADJUSTED AREAS. EnergyPro4.4 byEnergySoft User Number: 3218 Job Number: 041246.10 Page: 11 of 59 OVERALL ENVELOPE METHOD (Part 3 Of 7) ENV-3-C PROJECT NAME Carisbad Ranch Villa 53 DATE 11/18/2007 OVERALL HEAT LOSS SWALL Window WWALL EWALL Window N WALL Window SWALL WWALL Window EWALL Window WWALL EWALL Window WWALL EWALL Window SWALL NWALL Window WWALL Window EWALL Window EWALL Window EWALL Window SWALL ASSEMBLY NAME (e.g.Wall-1,Floor-1) PROPOSED AREA 236 120 72 52 64 21 65 120 10 96 34 100 68 52 100 60 60 85 64 21 120 10 96 34 72 52 72 52 64 HEAT CAP. U- FACT.' 0.164 0.480 0.164 0.164 0.480 0.164 0.480 0.164 0.164 0.480 0.164 0.480 0.164 0.164 0.480 0.164 0.164 0.480 0.164 0.164 0.480 0.164 0.480 0.164 0.480 0.164 0.480 0.164 0.480 0.164 ACM J.A. IV Ref. 11-A23 11-A23 11-A23 11-A23 11-A23 11-A23 11-A23 11-A23 11-A23 11-A23 11-A23 11-A23 11-A23 11-A23 11-A23 11-A23 11-A23 11-A23 UA (BXD) 38.7 1.9 19.7 11.9 25.2 10.5 10.1 10.7 19.7 4.8 15.8 16.2 16.4 11.1 25.2 16.4 9.8 28.8 13.9 10.5 10.1 19.7 4.8 15.8 16.2 11.9 25.2 11.9 25.2 10.5 STANDARD AREA* (Adjusted) 236 120 72 52 64 21 65 120 10 96 34 100 68 52 100 60 60 85 64 21 120 10 96 34 72 52 72 52 64 U- FACT. 0.224 0.470 0.224 0.224 0.470 0.224 0.470 0.224 0.224 0.470 0.224 0.470 0.224 0.224 0.470 0.224 0.224 0.470 0.224 0.224 0.470 0.224 0.470 0.224 0.470 0.224 0.470 0.224 0.470 0.224 UA (FXG) 52.9 1.9 26.9 16.2 24.7 14.3 9.9 14.6 26.9 4.7 21.5 15.9 22.4 15.1 24.7 22.4 13.4 28.2 19.0 14.3 9.9 26.9 4.7 21.5 15.9 16.2 24.7 16.2 24.7 14.3 1) In climate zones 1 and 16 the Insulating R-value of continuous Insulation materials Installed above the roof waterproof membrane shall be multiplied times 0.8 before choosing the table column for determining assebmly U-factor. See Footnotes, Tables IV.1 through IV.7 in the Joint Appendices. If Window and/or Sl<ylight Area Adjustment Is Required, use Adjusted Areas from Part 7 of 7. 468 2,664 This Page Building Total Total 565 3,253 EnergyPro4.4 byEnergySoft User Number: 3218 Job Number 041246.10 Page:12of 59 OVERALL ENVELOPE METHOD (Part 3 of 7) ENV-3-C PROJECT NAME Carisbad Ranch Villa 53 DATE OVERALL HEAT LOSS Window NWALL WWALL Window EWALL Window WWALL EWALL Window WWALL EWALL Window SWALL Window NWALL WWALL Window EWALL Window NWALL Window WWALL EWALL Window Roof SWALL Window WWALL EWALL Window ASSEMBLY NAME (e.g.Wall-1,Floor-1) PROPOSED AREA 21 85 120 10 96 34 100 60 60 100 68 52 64 21 65 120 10 96 34 236 120 72 52 295 236 120 72 52 HEAT CAP. U- FACT] 0.480 0.164 0.164 0.480 0.164 0.480 0.164 0.164 0.480 0.164 0.164 0.480 0.164 0.480 0.164 0.164 0.480 0.164 0.480 0.164 0.480 0.164 0.164 0.480 0.039 0.164 0.480 0.164 0.164 0.480 ACM J.A. IV Ref. 11-A23 11-A23 11-A23 11-A23 11-A23 11-A23 11-A23 11-A23 11-A23 11-A23 11-A23 11-A23 11-A23 11-A23 04-A17 11-A23 11-A23 11-A23 UA (BXD) 10.1 13.9 19.7 4.8 15.8 16.2 16.4 9.8 28.8 16.4 11.1 25.2 10.5 10.1 10.7 19.7 4.8 15.8 16.2 38.7 1.9 19.7 11.9 25.2 11.5 38.7 1.9 19.7 11.9 25.2 STANDARD AREA* (Adjusted) 21 85 120 10 96 34 100 60 60 100 68 52 64 21 65 120 10 96 34 236 120 72 52 295 236 120 72 52 U- FACT. 0.470 0.224 0.224 0.470 0.224 0.470 0.224 0.224 0.470 0.224 0.224 0.470 0.224 0.470 0.224 0.224 0.470 0.224 0.470 0.224 0.470 0.224 0.224 0.470 0.051 0.224 0.470 0.224 0.224 0.470 UA (FXG) 9.9 19.0 26.9 4.7 21.5 15.9 22.4 13.4 28.2 22.4 15.1 24.7 14.3 9.9 14.6 26.9 4.7 21.5 15.9 52.9 1.9 26.9 16.2 24.7 15.0 52.9 1.9 26.9 16.2 24.7 1) In climate zones 1 and 16 the Insulating R-value of continuous Insulation materials Installed above the roof waterproof membrane shall be multiplied times 0.8 before choosing the table column for determining assebmly U-factor. See Footnotes, Tables IV.1 through IV.7 in the Joint Appendices. If Window and/or Sl<ylight Area Adjustment is Required, use Adjusted Areas from Part 7 of 7. 482 2,664 This Page Building Total Total 592 3.253 EnergyPro4.4 byEnergySoft User Number: 3218 Job Number 041246.10 Page:13of 59 OVERALL ENVELOPE METHOD (Part 3 of 7) ENV-3-C PROJECT NAME Carisbad Ranch Villa 53 DATE 11/18/2007 OVERALL HEAT LOSS NWALL Window SWALL WWALL Window EWALL Window WWALL EWALL Window WWALL EWALL Window SWALL NWALL Window WWALL Window EWALL Window WWALL EWALL Window WWALL EWALL Window SWALL Window NWALL WWALL ASSEMBLY NAME (e.g.Wall-1,Floor-1) PROPOSED AREA 64 21 65 120 10 96 34 100 68 52 100 60 60 85 64 21 120 10 96 34 125 72 52 125 72 52 64 21 85 120 HEAT CAP. U- FACT.' 0.164 0.480 0.164 0.164 0.480 0.164 0.480 0.164 0.164 0.480 0.164 0.164 0.480 0.164 0.164 0.480 0.164 0.480 0.164 0.480 0.164 0.164 0.480 0.164 0.164 0.480 0.164 0.480 0.164 0.164 ACM J A IV Ref. 11-A23 11-A23 11-A23 11-A23 11-A23 11-A23 11-A23 11-A23 11-A23 11-A23 11-A23 11-A23 11-A23 11-A23 11-A23 11-A23 11-A23 11-A23 11-A23 UA (BXD) 10.5 10.1 10.7 19.7 4.8 15.8 16.2 16.4 11.1 25.2 16.4 9.8 28.8 13.9 10.5 10.1 19.7 4.8 15.8 16.2 20.5 11.9 25.2 20.5 11.9 25.2 10.5 10.1 13.9 19.7 STANDARD AREA* (Adjusted) 64 21 65 120 10 96 34 100 68 52 100 60 60 85 64 21 120 10 96 34 125 72 52 125 72 52 64 21 85 120 U- FACT. 0.224 0.470 0.224 0.224 0.470 0.224 0.470 0.224 0.224 0.470 0.224 0.224 0.470 0.224 0.224 0.470 0.224 0.470 0.224 0.470 0.224 0.224 0.470 0.224 0.224 0.470 0.224 0.470 0.224 0.224 UA (FXG) 14.3 9.9 14.6 26.9 4.7 21.5 15.9 22.4 15.1 24.7 22.4 13.4 28.2 19.0 14.3 9.9 26.9 4.7 21.5 15.9 28.0 16.2 24.7 28.0 16.2 24.7 14.3 9.9 19.0 26.9 1) In climate zones 1 and 16 the Insulating R-value of continuous Insulation materials installed above the roof waterproof membrane shall be multiplied times 0.8 before choosing the table column for determining assebmly U-factor See Footnotes, Tables IV.1 through IV.7 in Vne Joint Appendices. if Window and/or Sl<yiight Area Adjustment is Required, use Adjusted Areas from Part 7 of 7. 456 2,664 This Page Building Total Total 554 3.253 EnergyPro4.4 byEnergySoft User Number 3218 Job Number 041246.10 Page:14of 59 OVERALL ENVELOPE METHOD (Part 3 of 7) ENV-3-C PROJECT NAME Carisbad Ranch Villa 53 DATE 11/19/2Q97 OVERALL HEAT LOSS A B C D E F G H ASSEMBLY NAME (e.g.Wall-1,Floor-1) PROPOSED STANDARD ASSEMBLY NAME (e.g.Wall-1,Floor-1) AREA HEAT CAP. U- FACT.' ACM J.A. IV Ref. UA (BXD) AREA* (Adjusted) U- FACT. UA (FXG) Window 10 0.480 4.8 10 0.470 4.7 EWALL 96 0.164 11-A23 15.8 96 0.224 21.5 Window 34 0.480 16.2 34 0.470 15.9 WWALL 100 0.164 11-A23 16.4 100 0.224 22.4 EWALL 60 0.164 11-A23 9.8 60 0.224 13.4 Window 60 0.480 28.8 60 0.470 28.2 WWALL 100 0.164 11-A23 16.4 100 0.224 22.4 EWALL 68 0.164 11-A23 11.1 68 0.224 15.1 Window 52 0.480 25.2 52 0.470 24.7 SWALL 64 0.164 11-A23 10.5 64 0.224 14.3 Window 21 0.480 10.1 21 0.470 9.9 NWALL 65 0.164 11-A23 10.7 65 0.224 14.6 W WALL 120 0.164 11-A23 19.7 120 0.224 26.9 Window 10 0.480 4.8 10 0.470 4.7 E WALL 96 0.164 11-A23 15.8 96 0.224 21.5 Window 34 0.480 16.2 34 0.470 15.9 Roof 295 0.039 04-A17 11.5 295 0.051 15.0 NWALL 236 0.164 11-A23 38.7 236 0.224 52.9 Window 4 0.480 1.9 4 0.470 1.9 WWALL 120 0.164 11-A23 19.7 120 0.224 26.9 EWALL 72 0.164 11-A23 11.9 72 0.224 16.2 Window 52 0.480 25.2 52 0.470 24.7 Roof 420 0.039 04-A17 16.4 420 0.051 21.4 NWALL 64 0.164 11-A23 10.5 64 0.224 14.3 Window 21 0.480 10.1 21 0.470 9.9 SWALL 312 0.164 11-A23 51.2 312 0.224 69.9 Window 18 0.480 8.6 18 0.470 8.5 W WALL 120 0.164 11-A23 19.7 120 0.224 26.9 Window 10 0.480 4.8 10 0.470 4.7 EWALL 96 0.164 11-A23 15.8 96 0.224 21.5 1) In climate zones 1 and 16 the insulating R-value of continuous insulation materials installed above the roof waterproof membrane shall be multiplied times 0.8 before choosing the table column fbr determining assebmly U-factor See Footnotes, Tables IV.1 through IV.7 in the Joint Appendices. If Window and/or Skylight Area Adjustment is Required, use Adjusted Areas from Part 7 of 7. 478 2,664 This Page Building Total Total 591 3.253 EnergyPro4.4 byEnergySoft User Number 3218 Job Number 041246.10 Page:15of 59 OVERALL ENVELOPE METHOD (Part 3 Of 7) ENV-3-C PROJECT NAME Carisbad Ranch Villa 53 DATE 11/18/2007 OVERALL HEAT LOSS A B C D E F G H PROPOSED STANDARD ASSEMBLY NAME (e.g.Wall-1,Floor-1) AREA HEAT CAP. U- FACT.' ACM J.A. IV Ref. UA (BXD) AREA* (Adjusted) U- FACT. UA (FXG) Window 34 0.480 16.2 34 0.470 15.9 Roof 265 0.039 04-A17 10.3 265 0.051 13.5 WWALL 100 0.164 11-A23 16.4 100 0.224 22.4 EWALL 68 0.164 11-A23 11.1 68 0.224 15.1 Window 52 0.480 25.2 52 0.470 24.7 Roof 265 0.039 04-A17 10.3 265 0.051 13.5 WWALL 100 0.164 11-A23 16.4 100 0.224 22.4 EWALL 60 0.164 11-A23 9.8 60 0.224 13.4 Window 60 0.480 28.8 60 0.470 28.2 Roof 420 0.039 04-A17 16.4 420 0.051 21.4 SWALL 85 0.164 11-A23 13.9 85 0.224 19.0 NWALL 64 0.164 11-A23 10.5 64 0.224 14.3 Window 21 0.480 10.1 21 0.470 9.9 WWALL 120 0.164 11-A23 19.7 120 0.224 26.9 Window 10 0.480 4.8 10 0.470 4.7 EWALL 96 0.164 11-A23 15.8 96 0.224 21.5 Window 34 0.480 16.2 34 0.470 15.9 Roof 295 0.039 04-A17 11.5 295 0.051 15.0 WWALL 125 0.164 11-A23 20.5 125 0.224 28.0 EWALL 72 0.164 11-A23 11.9 72 0.224 16.2 Window 52 0.480 25.2 52 0.470 24.7 Roof 295 0.039 04-A17 11.5 295 0.051 15.0 WWALL 125 0.164 11-A23 20.5 125 0.224 28.0 EWALL 72 0.164 11-A23 11.9 72 0.224 16.2 Window 52 0.480 25.2 52 0.470 24.7 Roof 420 0.039 04-A17 16.4 420 0.051 21.4 SWALL 64 0.164 11-A23 10.5 64 0.224 14.3 Window 21 0.480 10.1 21 0.470 9.9 NWALL 85 0.164 11-A23 13.9 85 0.224 19.0 WWALL 120 0.164 11-A23 19.7 120 0.224 26.9 1) In climate zones 1 and 16 the insulating R-value of continuous Insulation materials installed above ttie roof waterproof membrane shall be multiplied times 0.8 before choosing the table column for determining assebmly U-factor See Footnotes, Tables IV.1 through IV.7 In the Joint Appendices. If Window and/or Skylight Area Adjustment is Required, use Adjusted Areas from Part 7 of 7. 461 2,664 This Page Building Total Total 562 3,253 EnergyPro4.4 byEnergySoft User Number 3218 Job Number 041246.10 Page:16of 59 OVERALL ENVELOPE METHOD (Part 3 of 7) ENV-3-C PROJECT NAME Carisbad Ranch Villa 53 DATE 11/18/2007 OVERALL HEAT LOSS Window EWALL Window Roof WWALL EWALL Window Roof WWALL EWALL Window Roof SWALL Window NWALL Window WWALL Window EWALL Window ASSEMBLY NAME (e.g.Wall-1,Floor-1) PROPOSED AREA 10 96 34 265 100 60 60 265 100 68 52 420 64 21 312 18 120 10 96 34 HEAT CAP. U- FACT 0.480 0.164 0.480 0.039 0.164 0.164 0.480 0.039 0.164 0.164 0.480 0.039 0.164 0.480 0.164 0.480 0.164 0.480 0.164 0.480 ACM J.A. IV Ref. 11-A23 04-A17 11-A23 11-A23 04-A17 11-A23 11-A23 04-A17 11-A23 11-A23 11-A23 11-A23 UA (BXD) 4.8 15.8 16.2 10.3 16.4 9.8 28.8 10.3 16.4 11.1 25.2 16.4 10.5 10.1 51.2 8.6 19.7 4.8 15.8 16.2 STANDARD AREA* (Adjusted) 10 96 34 265 100 60 60 265 100 68 52 420 64 21 312 18 120 10 96 34 U- FACT. 0.470 0.224 0.470 0.051 0.224 0.224 0.470 0.051 0.224 0.224 0.470 0.051 0.224 0.470 0.224 0.470 0.224 0.470 0.224 0.470 UA (FXG) 4.7 21.5 15.9 13.5 22.4 13.4 28.2 13.5 22.4 15.1 24.7 21.4 14.3 9.9 69.9 8.5 26.9 4.7 21.5 15.9 1) In climate zones 1 and 16 the insulating R-value of continuous insulation materials installed above the roof waterproof membrane shall be multiplied times 0.8 before choosing the table column for determining assebmly U-factor See Footnotes, Tables IV.1 through IV.7 In the Joint Appendices. If Window and/or Skylight Area Adjustment is Required, use Adjusted Areas from Part 7 of 7. 318 2.664 This Page Total Building Total 388 3.253 EnergyPro4.4 byEnergySoft User Number 3218 Job Number 041246.10 Page:17of 59 OVERALL ENVELOPE METHOD (Part 4 Of 7) ENV-3-C PROJECT NAME Carisbad Ranch Villa 53 OVERALL HEAT GAIN FROM CONDUCTION DATE 11/18/2007 A B C D E F . G H 1 J ASSEMBLY NAME (e.g.Wall-1,Floor-1) PROPOSED STANDARD ASSEMBLY NAME (e.g.Wall-1,Floor-1) AREA TF HEAT CAP. U- FACT. ACM J.A. IV Ref. HEAT GAIN (BxCxE) AREA* (Adjusted) U- FACT. TF HEAT GAIN (GxHxl) S WALL 236 27 0.164 11-A23 1,045 236 0.224 27 1,427 Window 4 27 0.480 52 4 0.470 27 51 WWALL 120 27 0.164 11-A23 531 120 0.224 27 726 EWALL 72 27 0.164 11-A23 321 72 0.224 27 438 Window 52 27 0.480 680 52 0.470 27 666 N WALL 64 27 0.164 11-A23 283 64 0.224 27 387 Window 21 27 0.480 272 21 0.470 27 266 SWALL 65 27 0.164 11-A23 288 65 0.224 27 393 WWALL 120 27 0.164 11-A23 531 120 0.224 27 726 Window 10 27 0.480 130 10 0.470 27 127 EWALL 96 27 0.164 11-A23 426 96 0.224 27 582 Window 34 27 0.480 438 34 0.470 27 429 WWALL 100 27 0.164 11-A23 443 100 0.224 27 605 EWALL 68 27 0.164 11-A23 299 68 0.224 27 408 Window 52 27 0.480 680 52 0.470 27 666 WWALL 100 27 0.164 11-A23 443 100 0.224 27 605 EWALL 60 27 0.164 11-A23 266 60 0.224 27 363 Window 60 27 0.480 778 60 0.470 27 761 SWALL 85 27 0.164 11-A23 376 85 0.224 27 514 NWALL 64 27 0.164 11-A23 283 64 0.224 27 387 Window 21 27 0.480 272 21 0.470 27 266 WWALL 120 27 0.164 11-A23 531 120 0.224 27 726 Window 10 27 0.480 130 10 0.470 27 127 EWALL 96 27 0.164 11-A23 426 96 0.224 27 582 Window 34 27 0.480 438 34 0.470 27 429 E WALL 72 27 0.164 11-A23 321 72 0.224 27 438 Window 52 27 0.480 680 52 0.470 27 666 EWALL 72 27 0.164 11-A23 321 72 0.224 27 438 Window 52 27 0.480 680 52 0.470 27 666 S WALL 64 27 0.164 11-A23 283 64 0.224 27 387 1) In climate zones 1 and 16 the Insulating R-value of continuous Insulation materials Installed above the roof waterproof membrane shall be multiplied times 0.8 before choosing the table column for determining assembly U-factor. See footnotes. Tables IV.1 through IV.7 in the Joint Appendices. If Window and/or Skylight Area Adjustment is Required, use Adjusted Areas from Part 6 of 7. 12.649 Subtotal 15.255 Subtotal EnergyPro4.4 byEnergySoft User Number 3218 Job Number 041246.10 Page: 18 of 59 OVERALL ENVELOPE METHOD (Part 4 of 7) ENV-3-C PROJECT NAME Carisbad Ranch Villa 53 DATE 11/18/2007 lOVERALL HEAT GAIN FROIW CONDUCTION A B C D E F G H 1 J ASSEMBLY NAME (e.g.Wall-1,Floor-1) PROPOSED STANDARD ASSEMBLY NAME (e.g.Wall-1,Floor-1) AREA TF HEAT CAP. U- FACT. ACM J.A. IV Ref. HEAT GAIN (BxCxE) AREA* (Adjusted) U- FACT. TF HEAT GAIN (GxHxl) Window 21 27 0.480 272 21 0.470 27 266 NWALL 85 27 0.164 11-A23 376 85 0.224 27 514 WWALL 120 27 0.164 11-A23 531 120 0.224 27 726 Window 10 27 0.480 130 10 0.470 27 127 EWALL 96 27 0.164 11-A23 426 96 0.224 27 582 Window 34 27 0.480 438 34 0.470 27 429 WWALL 100 27 0.164 11-A23 443 100 0.224 27 605 EWALL 60 27 0.164 11-A23 266 60 0.224 27 363 Window 60 27 0.480 778 60 0.470 27 761 WWALL 100 27 0.164 11-A23 443 100 0.224 27 605 EWALL 68 27 0.164 11-A23 299 68 0.224 27 408 Window 52 27 0.480 680 52 0.470 27 666 SWALL 64 27 0.164 11-A23 283 64 0.224 27 387 Window 21 27 0.480 272 21 0.470 27 266 NWALL 65 27 0.164 11-A23 288 65 0.224 27 393 WWALL 120 27 0.164 11-A23 531 120 0.224 27 726 Window 10 27 0.480 130 10 0.470 27 127 EWALL 96 27 0.164 11-A23 426 96 0.224 27 582 Window 34 27 0.480 438 34 0.470 27 429 NWALL 236 27 0.164 11-A23 1.045 236 0.224 27 1.427 Window 4 27 0.480 52 4 0.470 27 51 WWALL 120 27 0.164 11-A23 531 120 0.224 27 726 EWALL 72 27 0.164 11-A23 321 72 0.224 27 438 Window 52 27 0.480 680 52 0.470 27 666 Roof 295 27 0.039 04-A17 311 295 0.051 27 406 SWALL 236 27 0.164 11-A23 1,045 236 0.224 27 1.427 Window 4 27 0.480 52 4 0.470 27 51 W WALL 120 27 0.164 11-A23 531 120 0.224 27 726 EWALL 72 27 0.164 11-A23 321 72 0.224 27 438 Window 52 27 0.480 680 52 0.470 27 666 1) In climate zones 1 and 16 the Insulating R-value of continuous insulation materials installed above the roof waterproof membrane shall be multiplied times 0.8 before choosing the table column for determining assembly U-facjtor See footnotes. Tables IV.1 ihrough IV.7 in the Joint Appendices. 'if Window and/or Skylight Area Adjustment is Required, use Adjusted Areas from Part 6 of 7. 13,020 Subtotal 15.986 Subtotal EnergyPro4.4 byEnergySoft User Number 3218 Job Number 041246.10 Page: 19 of 59 OVERALL ENVELOPE METHOD (Part 4 Of 7) ENV-3-C PROJECT NAME Carisbad Ranch Villa 53 IDVERALL HEAT GAIN FROM CONDUCTION DATE 11/18/2007 A B C D E F G H 1 J PROPOSED STANDARD ASSEMBLY NAME (e.g.Wall-1,Ploor-1) AREA TF HEAT CAP. U- FACT. ACM J.A. IV Ref. HEAT GAIN (BxCxE) AREA* (Adjusted) U- FACT. TF HEAT GAIN (GxHxl) NWALL 64 27 0.164 11-A23 283 64 0.224 27 387 Window 21 27 0.480 272 21 0.470 27 266 SWALL 65 27 0.164 11-A23 288 65 0.224 27 393 W WALL 120 27 0.164 11-A23 531 120 0.224 27 726 Window 10 27 0.480 130 10 0.470 27 127 EWALL 96 27 0.164 11-A23 426 96 0.224 27 582 Window 34 27 0.480 438 34 0.470 27 429 WWALL 100 27 0.164 11-A23 443 100 0.224 27 605 EWALL 68 27 0.164 11-A23 299 68 0.224 27 408 Window 52 27 0.480 680 52 0.470 27 666 W WALL 100 27 0.164 11-A23 443 100 0.224 27 605 EWALL 60 27 0.164 11-A23 266 60 0.224 27 363 Window 60 27 0.480 778 60 0.470 27 761 SWALL 85 27 0.164 11-A23 376 85 0.224 27 514 NWALL 64 27 0.164 11-A23 283 64 0.224 27 387 Window 21 27 0.480 272 21 0.470 27 266 WWALL 120 27 0.164 11-A23 531 120 0.224 27 726 Window 10 27 0.480 130 10 0.470 27 127 EWALL 96 27 0.164 11-A23 426 96 0.224 27 582 Window 34 27 0.480 438 34 0.470 27 429 WWALL 125 27 0.164 11-A23 554 125 0.224 27 756 EWALL 72 27 0.164 11-A23 321 72 0.224 27 438 Window 52 27 0.480 680 52 0.470 27 666 WWALL 125 27 0.164 11-A23 554 125 0.224 27 756 EWALL 72 27 0.164 11-A23 321 72 0.224 27 438 Window 52 27 0.480 680 52 0.470 27 666 SWALL 64 27 0.164 11-A23 283 64 0.224 27 387 Window 21 27 0.480 272 21 0.470 27 266 NWALL 85 27 0.164 11-A23 376 85 0.224 27 514 WWALL 120 27 0.164 11-A23 531 120 0.224 27 726 1) In climate zones 1 and 16 the Insulating R-value of continuous insulation materials Installed above the roof wateroroof membrane *lf Window and/or Skylight Area Adjustment Is Required, use Adjusted Areas from Part 6 of 7. 12.307 14.964 shall be multiplied times 0.8 before choosing the table column for determining assembly U-factor See footnotes, Tables IV.1 through IV.7 In the Joint Appendices. *lf Window and/or Skylight Area Adjustment Is Required, use Adjusted Areas from Part 6 of 7. Subtotal Subtotal EnergyPro4.4 byEnergySoft User Number 3218 Job Number 041246.10 Page: 20 of 59 OVERALL ENVELOPE METHOD (Part 4 Of 7) ENV-3-C PROJECT NAME Carisbad Ranch Villa 53 DATE 11/18/2007 lOVERALL HEAT GAIN FROM CONDUCTION A B C D E F G H 1 J ASSEMBLY NAME (e.g. Wall-1, Floor-1) PROPOSED STANDARD ASSEMBLY NAME (e.g. Wall-1, Floor-1) AREA TF HEAT CAP. U- FACT. ACM J.A. IV Ref. HEAT GAIN (BxCxE) AREA* (Adjusted) U- FACT. TF HEAT GAIN (GxHxl) Window 10 27 0.480 130 10 0.470 27 127 EWALL 96 27 0.164 11-A23 426 96 0.224 27 582 Window 34 27 0.480 438 34 0.470 27 429 WWALL 100 27 0.164 11-A23 443 100 0.224 27 605 E WALL 60 27 0.164 11-A23 266 60 0.224 27 363 Window 60 27 0.480 778 60 0.470 27 761 WWALL 100 27 0.164 11-A23 443 100 0.224 27 605 EWALL 68 27 0.164 11-A23 299 68 0.224 27 408 Window 52 27 0.480 680 52 0.470 27 666 SWALL 64 27 0.164 11-A23 283 64 0.224 27 387 Window 21 27 0.480 272 21 0.470 27 266 NWALL 65 27 0.164 11-A23 288 65 0.224 27 393 WWALL 120 27 0.164 11-A23 531 120 0.224 27 726 Window 10 27 0.480 130 10 0.470 27 127 EWALL 96 27 0.164 11-A23 426 96 0.224 27 582 Window 34 27 0.480 438 34 0.470 27 429 Roof 295 27 0.039 04-A17 311 295 0.051 27 406 NWALL 236 27 0.164 11-A23 1.045 236 0.224 27 1.427 Window 4 27 0.480 52 4 0.470 27 51 WWALL 120 27 0.164 11-A23 531 120 0.224 27 726 EWALL 72 27 0.164 11-A23 321 72 0.224 27 438 Window 52 27 0.480 680 52 0.470 27 666 Roof 420 27 0.039 04-A17 442 420 0.051 27 578 NWALL 64 27 0.164 11-A23 283 64 0.224 27 387 Window 21 27 0.480 272 21 0.470 27 266 SWALL 312 27 0.164 11-A23 1.382 312 0.224 27 1.887 Window 18 27 0.480 233 18 0.470 27 228 WWALL 120 27 0.164 11-A23 531 120 0.224 27 726 Window 10 27 0.480 130 10 0.470 27 127 EWALL 96 27 0.164 11-A23 426 96 0.224 27 582 1) In climate zones 1 and 16 the Insulating R-value of continuous insulation materials Installed above the roof waterproof membrane shall be multiplied times 0.8 before choosing the table column for detennining assembly U-factor See footnotes. Tables IV.1 through IV.7 in the Joint Appendices. *lf Window and/or Skylight Area Adjustment is Required, use Adjusted Areas from Part 6 of 7. 12,910 Subtotal 15.953 Subtotal EnergyPro4.4 byEnergySoft User Number 3218 Job Number 041246.10 Page: 21 of 59 OVERALL ENVELOPE METHOD (Part 4 Of 7) ENV-3-C PROJECT NAME OVERALL HEAT GAIN FROM CONDUCTION DATE 11/18/2007 A B C D E F G H 1 J ASSEMBLY NAME (e.g. Wall-1, Floor-1) PROPOSED STANDARD ASSEMBLY NAME (e.g. Wall-1, Floor-1) AREA TF HEAT CAP. U- FACT. ACM J.A. IV Ref. HEAT GAIN (BxCxE) AREA* (Adjusted) U- FACT. TF HEAT GAIN (GxHxl) Window 34 27 0.480 438 34 0.470 27 429 Roof 265 27 0.039 04-A17 279 265 0.051 27 365 WWALL 100 27 0.164 11-A23 443 100 0.224 27 605 EWALL 68 27 0.164 11-A23 299 68 0.224 27 408 Window 52 27 0.480 680 52 0.470 27 666 Roof 265 27 0.039 04-A17 279 265 0.051 27 365 W WALL 100 27 0.164 11-A23 443 100 0.224 27 605 EWALL 60 27 0.164 11-A23 266 60 0.224 27 363 Window 60 27 0.480 778 60 0.470 27 761 Roof 420 27 0.039 04-A17 442 420 0.051 27 578 SWALL 85 27 0.164 11-A23 376 85 0.224 27 514 NWALL 64 27 0.164 11-A23 283 64 0.224 27 387 Window 21 27 0.480 272 21 0.470 27 266 WWALL 120 27 0.164 11-A23 531 120 0.224 27 726 Window 10 27 0.480 130 10 0.470 27 127 EWALL 96 27 0.164 11-A23 426 96 0.224 27 582 Window 34 27 0.480 438 34 0.470 27 429 Roof 295 27 0.039 04-A17 311 295 0.051 27 406 WWALL 125 27 0.164 11-A23 554 125 0.224 27 756 EWALL 72 27 0.164 11-A23 321 72 0.224 27 438 Window 52 27 0.480 680 52 0.470 27 666 Roof 295 27 0.039 04-A17 311 295 0.051 27 406 WWALL 125 27 0.164 11-A23 554 125 0.224 27 756 E WALL 72 27 0.164 11-A23 321 72 0.224 27 438 Window 52 27 0.480 680 52 0.470 27 666 Roof 420 27 0.039 04-A17 442 420 0.051 27 578 SWALL 64 27 0.164 11-A23 283 64 0.224 27 387 Window 21 27 0.480 272 21 0.470 27 266 NWALL 85 27 0.164 11-A23 376 85 0.224 27 514 WWALL 120 27 0.164 11-A23 531 120 0.224 27 726 1) In climate zones 1 and 16 the insulating R-value of continuous Insulation materials installed above the roof waterproof membrane shall be multiplied times 0.8 before choosing the table column for detemnlning assembly U-factor See footnotes, Tables IV.1 through IV.7 in the Joint Appendices. *lf Window and/or Skylight Area Adjustment is Required, use Adjusted Areas from Part 6 of 7. 12.440 Subtotal 15,182 Subtotal EnergyPro4.4 byEnergySoft User Number 3218 Job Number 041246.10 Page:22of 59 OVERALL ENVELOPE METHOD (Part 4 Of 7) ENV-3-C PROJECT NAME Carisbad Ranch Villa 53 bVERALL HEAT GAIN FROM CONDUCTION" DATE 11/18/2007 A B C D E F G H 1 J ASSEMBLY NAME (e.g. Wall-1, Floor-1) PROPOSED STANDARD ASSEMBLY NAME (e.g. Wall-1, Floor-1) AREA TF HEAT CAP. U- FACT. ACM J.A. IV Ref. HEAT GAIN (BxCxE) AREA* (Adjusted) U- FACT. TF HEAT GAIN (GxHxl) Window 10 27 0.480 130 10 0.470 27 127 EWALL 96 27 0.164 11-A23 426 96 0.224 27 582 Window 34 27 0.480 438 34 0.470 27 429 Roof 265 27 0.039 04-A17 279 265 0.051 27 365 W WALL 100 27 0.164 11-A23 443 100 0.224 27 605 EWALL 60 27 0.164 11-A23 266 60 0.224 27 363 Window 60 27 0.480 778 60 0.470 27 761 Roof 265 27 0.039 04-A17 279 265 0.051 27 365 WWALL 100 27 0.164 11-A23 443 100 0.224 27 605 EWALL 68 27 0.164 11-A23 299 68 0.224 27 408 Window 52 27 0.480 680 52 0.470 27 666 Roof 420 27 0.039 04-A17 442 420 0.051 27 578 S WALL 64 27 0.164 11-A23 283 64 0.224 27 387 Window 21 27 0.480 272 21 0.470 27 266 NWALL 312 27 0.164 11-A23 1.382 312 0.224 27 1,887 Window 18 27 0.480 233 18 0.470 27 228 WWALL 120 27 0.164 11-A23 531 120 0.224 27 726 Window 10 27 0.480 130 10 0.470 27 127 EWALL 96 27 0.164 11-A23 426 96 0.224 27 582 Window 34 27 0.480 438 34 0.470 27 429 1) In climate zones 1 and 16 the insulating R-value of continuous Insulation materials installed above the roof waterproof membrane shall be multiplied times 0.8 before choosing the table column for determining assembly U-factor. See footnotes. Tables IV.1 through IV.7 in the Joint Appendices. 'if Window and/or Skylight Area Adjustment Is Required, use Adjusted Areas from Part 6 of 7. 8,597 Subtotal 10,486 Subtotal EnergyPro4.4 byEnergySoft User Number 3218 Job Number 041246.10 Page: 23 of 59 (Part 5 Of 7) ENV-3-C PROJECT NAME Carisbad Ranch Villa 53 DATE 11/18/2007 ROOF ABSORPTANCE CALCULATION Carlsbad Villa 53 Roof CHECK APPLICABLE BOXES Case 1 - Proposed YES NO 1. CRRC-1 Certified? 2. Is the thennal emittance > 0.757 3. Enter the initial reflectance p«i value: 4. Calculate a i>°p = 0.94 - 0.7 DK. prop Go to 2. Go to 3. PRI, prop - Go to 8. Go to 5. Go to 4. Insert value in calculation. Enter calculated value In Column F below. Case 2 - CRRC-1 Tested 5. Enter initial reflectance & emittance values from CRRC-1 6. Calculate p».p^ =- 0.448 + 1.121pM + 0.524 EM 7. Calculate a ixv = 0.94 - 0.7 p uixx. P RI. prap ' £lnH — Go to 6. Insert values in calculation. Go to 7. Insert value in calculation. Enter calculated value In Column F below. 8. Not CRRC-1 Tested For nonresidential iow-sloped roofs: 3 prop — 0.87 For ail other roofs: 3 prop — 0.73 Enter default value in Column F below. Enter default value in Column F below. Standard absorptance values for Column J are either For nonresidential low-sloped roofs: 3 M — 0.45 For all other roofs: 3 M — 0.73 Enter standard value in Column J below. Enter standard value in Column J below. OVERALL HEAT GAIN FROM RADIATION OPAQUE SURFACES A Check if nonres B C D E F G H 1 1 J K Check if nonres PROPOSED STANDARD ASSEMBLY NAME (e.g. Roof-1) Check if nonres AREA SF WF U- FACTOR Absorp HEAT GAIN (BxCxDxExF) AREA* (ADJUSTED) U-Factor Absorp HEAT GAIN (CxDxHxIxJ) Roof 295 123 0.88 0.039 0.73 909 295 0.051 0.73 1.189 Roof 295 1?3 0.88 0.039 0.73 909 295 0.051 0.73 1,189 Roof 420 123 0.88 0.039 0.73 1,294 420 0.051' 0.73 1,693 Roof 265 123 0.88 0.039 0.73 817 265 0.051 0.73 1,068 Roof 265 123 0.88 0.039 0.73 817 265 0.051 0.73 1,068 Roof 420 123 0.88 0.039 0.73 1.294 420 0.051 0.73 1.693 Roof 295 123 0.88 0.039 0.73 909 295 0.051 0.73 1,189 Roof 295 123 0.88 0.039 0.73 909 295 0.051 0.73 1.189 Roof 420 123 0.88 0.039 0.73 1.294 420 0.051 0.73 1,693 Roof 265 123 0.88 0.039 0.73 817 265 0.051 0.73 1.068 Roof 265 123 0.88 0.039 0.73 817 265 0.051 0.73 1,068 10.7861 Subtotals are entered under "Subtotar SUBTOTAL in COLUMNS I and M of ENV-3-C, Part 6 of 7. 14.104 SUBTOTAL EnergyPro4.4 byEnergySoft User Number 3218 Job Number 041246.10 Page:24of 59 (Part 5 Of 7) ENV-3-C PROJECT NAME Carisbad Ranch Villa 53 DATE 11/18/2007 ROOF ABSORPTANCE CALCULATION CHECK APPLICABLE BOXES Case 1 - Proposed YES NO 1. CRRC-1 Certified? 2. Is the thermal emittance > 0.757 3. Enter the initial reflectance p^ value: 4. Calculate a ixo = 0.94 - 0.7 p RI. p»>t> Go to 2. Go to 3. Go to 8. Go to 5. Go to 4. Insert value in calculation. Enter calculated value in Column F below. Case 2 - CRRC-1 Tested 5. Enter initial reflectance & emittance values from CRRC-1 6. Calculate pRl,prop — - 0.448 + 1.121 p«. + 0.524 E«< 7. Calculate 8i»>p = 0.94 - 0.7pnew pwt = Go to 6. Insert values in calculation. Go to 7. Insert value in calculation. Enter calculated value in Column F below. 8. Not CRRC-1 Tested For nonresidential low-sloped roofs: a^ = 0.87 For all other roofs: 3 prop — 0.73 Enter default value in Column F below. Enter default value in Column F tielow. Standard absorptance values for Column J are either For nonresidential low-sloped roofs: a std ~ 0.45 For all other roofs: S M — 0.73 Enter standard value in Column J below. Enter standard value in Column J below. OVERALL HEAT GAIN FROM RADIATION OPAQUE SURFACES A Check if nonres B C D E F G H 1 1 J K Check if nonres PROPOSED STANDARD ASSEMBLY NAME (e.g. Roof-1) Check if nonres AREA SF WF U- FACTOR Absorp HEAT GAIN (BxCxDxExF) AREA* (ADJUSTED) U-Factor Absorp HEAT GAIN (CxDxHxIxJ) Roof 420 123 0.88 0.039 0.73 1.294 420 0.051 0.73 1.693 1.2941 Subtotals are entered under "Subtotal" SUBTOTAL in COLUMNS I and M of ENV-3-C, Part 6 of 7. 1.693 SUBTOTAL EnergyPro4.4 byEnergySoft User Number 3218 Job Number 041246.10 Page:25of 59 OVERALL ENVELOPE METHOD (Part 6 Of 7) ENV-3-C PROJECT NAME Carisbad Ranch Villa 53 DATE 11/18/2007 lOVERALL HEAT GAIN FROM RADIATION FENESTRATION SURFACES A B C D E , F G H 1 J K L M MINDOW/SKYLIGHT NAME (e.g. Wind-1, Sky-1) ORIENT. WEIGHTING FACTOR PROPOSED STANDARD MINDOW/SKYLIGHT NAME (e.g. Wind-1, Sky-1) ORIENT. WEIGHTING FACTOR AREA SF SHGC OVERHANG HEAT GAII^ (BxCxDxExH) AREA 3 (ADJUSTED) RSHG , or SHGC^ SF HEAT GAIN (BxJxKxL) MINDOW/SKYLIGHT NAME (e.g. Wind-1, Sky-1) ORIENT. WEIGHTING FACTOR AREA SF SHGC H V H/V OHF HEAT GAII^ (BxCxDxExH) AREA 3 (ADJUSTED) RSHG , or SHGC^ SF HEAT GAIN (BxJxKxL) Window S 1.28 4 123 0.47 296 4 0.40 123 252 Window E 0.96 52 123 0,47 2.914 52 0.40 123 2,480 Window N 0.55 21 123 0.47 668 21 0.61 123 867 Window W 1.21 10 123 0.47 700 10 0.40 123 595 Window E 0.96 34 123 0.47 1,876 34 0.40 123 1.596 Window E 0.96 52 123 0.47 2.914 52 0.40 123 2,480 Window E 0.96 60 123 0.47 3,330 60 0.40 123 2.834 Window N 0.55 21 123 0.47 668 21 0.61 123 867 Window W 1.21 10 123 0.47 700 10 0.40 123 595 Window E 0.96 34 123 0.47 1,876 34 0.40 123 1.596 Window E 0.96 52 123 0.47 2,914 52 0.40 123 2.480 Window E 0.96 52 123 0.47 2,914 52 0.40 123 2,480 Window S 1.28 21 123 0.47 1.554 21 0.40 123 1.322 Window W 1.21 10 123 0.47 700 10 0.40 123 595 Window E 0.96 34 123 0.47 1,876 34 0.40 123 1.596 Window E 0.96 60 123 0.47 3,330 60 0.40 123 2,834 Window E 0.96 52 123 0.47 2,914 52 0.40 123 2.480 Winrinw S 1.28 21 123 0.47 1,554 21 0.40 123 1,322 Window W 1.21 10 123 0.47 700 10 0.40 123 595 Window F 0.96 34 123 0 47 1.876 34 0.40 123 1.596 Window N 0.55 4 123 0.47 127 4 0.61 123 165 Window E 0.96 52 123 0.47 2,914 52 0.40 123 2.480 Window S 1.28 4 123 0.47 296 4 0.40 123 252 Window F 0.96 52 123 0.47 2.914 52 0.40 123 2.480 Window N 0.55 21 123 0.47 668 21 0.61 123 867 Window W 1.21 IC 123 0.47 700 10 0.40 123 595 Window E 0.96 34 123 0.47 1.876 34 0.40 123 1.596 Window E 0.96 52 123 0.47 2,914 52 0.40 123 2,480 1. From Fenestration Surfaces ENV-1-C, Part 2, Column G, or wtien Column H has a "C" identifier, calculate using ttie center of glass value SHGCc In SHGCfen = .08 + (O.SBxSHGCc) and enter value. 2. Proposed Heat Gain, Column I may tie no greater than Standard Heat Gain Column M. 3. If Window and/or Skylight Area Adjustment is required, use adjusted area from Part 6 of 7. 4. Only SHGC is used for Skylights Part 4 Subtotal Part 5 Subtotal Part 6 Subtotal 71,924 12,080 113,581 197.585 Part 4 Subtotal Part 5 Subtotal Part 6 Subtotal Total Heat Gain 87,826 15,797 98,824 202,447 EnergyPro4.4 byEnergySoft User Number 3218 Job Number 041246.10 Page:26of 59 OVERALL ENVELOPE METHOD (Part 6 Of 7) ENV-3-C PROJECT NAME Carisbad Ranch Villa 53 DATE 11/18/2007 lOVERALL HEAT GAIN FROM RADIATION FENESTRATION SURFACES A B C D E F G H 1 J K L M yVINDOW/SKYLIGHT NAME (e.g. Wind-1, Sky-1) ORIENT. WEIGHTING FACTOR PROPOSED STANDARD yVINDOW/SKYLIGHT NAME (e.g. Wind-1, Sky-1) ORIENT. WEIGHTING FACTOR AREA SF SHGC OVERHANG HEAT GAIN^ (BxCxDxExH) AREA 3 (ADJUSTED) RSHG . or SHGC* SF HEAT GAIN (BxJxKxL) yVINDOW/SKYLIGHT NAME (e.g. Wind-1, Sky-1) ORIENT. WEIGHTING FACTOR AREA SF SHGC H V H/V OHF HEAT GAIN^ (BxCxDxExH) AREA 3 (ADJUSTED) RSHG . or SHGC* SF HEAT GAIN (BxJxKxL) Window E 0.96 60 123 0.47 3,330 60 0.40 123 2.834 Window N 0.55 21 123 0,47 668 21 0.61 123 867 Window W 1.21 10 123 0.47 700 10 0.40 123 595 Window E 0.96 34 123 0,47 1.876 34 0.40 123 1,596 Window E 0.96 52 123 0.47 2,914 52 0.40 123 2.480 Winrlow E 0.96 52 123 0,47 2.914 52 0.40 123 2,480 Window S 1.28 21 123 0.47 1,554 21 0.40 123 1.322 Window W 1.21 10 123 0.47 700 10 0.40 123 595 Window E 0.96 34 123 0.47 1,876 34 0.40 123 1.596 Window E 0.96 60 123 0.47 3.330 60 0.40 123 2,834 Window E 0.96 52 123 0.47 2,914 52 0.40 123 2.480 Window S 1.28 2-123 0.47 1,554 21 0.40 123 1,322 Window W 1.21 10 123 0.47 700 10 0.40 123 595 Window E 0.96 34 123 0.47 1,876 34 0.40 123 1,596 Window N 0.55 4 123 0.47 127 4 0.61 123 165 Window E 0.96 52 123 0.47 2,914 52 0.40 123 2,480 Window N 0.55 21 123 0.47 668 21 0.61 123 867 Winrinw S 1.28 18 123 0.47 1,332 18 0.40 123 1,134 Window W 1.21 10 123 0.47 700 10 0.40 123 595 Window E 0.96 34 123 0 47 1.876 34 0.40 123 1,596 Window E 0.96 52 123 0.47 2,914 52 0.40 123 2.480 Window E 0.96 60 123 0.47 3,330 60 0.40 123 2.834 Window N 0.55 21 123 0.47 668 21 0.61 123 867 Window W 1.21 10 123 0 47 700 10 0.40 123 595 Window E 0.96 34 123 0.47 1,876 34 0.40 123 1.596 Window E 0.96 52 123 0.47 2,914 52 0.40 123 2,480 Window E 0.96 52 123 0.47 2,914 52 0.40 123 2.480 Window S 1.28 21 123 0.47 1,554 21 0.40 123 1,322 1. From Fenestration Surfaces ENV-1-C, Part 2, Column G, or when Column H has a 'C* identifier cak:ulate using the center of glass value SHGCc in SHGCfen = .08 + (0.86xSHGCc) and enter value. 2. Proposed Heat Gain, Column I may be no greater than Standard Heat Gain Column M. 3. If Window and/or Skylight Area Adjustment is required, use adjusted area from Part 6 of 7. 4. Only SHGC is used for Skylights Part 4 Subtotal Part 5 Subtotal Part 6 Subtotal 71,924 12,080 113,581 197,585 Part 4 Subtotal Part 5 Sukrtotal Part 6 Subtotal Total Heat Gain 87,826 15,797 98,824 202,447 EnergyPro 4.4 by EnergySoft User Number 3218 Job Number 041246.10 Page:27 of 59 OVERALL ENVELOPE METHOD (Part 6 of 7) ENV-3-C PROJECT NAME Carisbad Ranch Villa 53 DATE 11/18/2007 {OVERALL HEAT GAIN FROM RADIATION FENESTRATION SURFACES A B C D E F G H 1 J K L M WINDOW/SKYLIGHT NAME (e.g. Wind-1, Sky-1) ORIENT. WEIGHTING FACTOR PROPOSED STANDARD WINDOW/SKYLIGHT NAME (e.g. Wind-1, Sky-1) ORIENT. WEIGHTING FACTOR AREA SF SHGC OVERHANG HEAT GAir^ (BxCxDxExH) AREA 3 (ADJUSTED) RSHG 4 or SHGC* SF HEAT GAIN (BxJxKxL) WINDOW/SKYLIGHT NAME (e.g. Wind-1, Sky-1) ORIENT. WEIGHTING FACTOR AREA SF SHGC H V HN OHF HEAT GAir^ (BxCxDxExH) AREA 3 (ADJUSTED) RSHG 4 or SHGC* SF HEAT GAIN (BxJxKxL) Window W 1.21 10 123 0.47 700 10 0.40 123 595 Window E 0.96 34 123 0.47 1.876 34 0.40 123 1,596 Window E 0.96 60 123 0.47 3,330 60 0.40 123 2.834 Window E 0.96 52 123 0.47 2.914 52 0.40 123 2,480 Window S 1.28 2' 123 0.47 1,554 21 0.40 123 1,322 Window N 0.55 18 123 0,47 572 18 0.61 123 743 Window W 1.21 10 123 0.47 700 10 0.40 123 595 Window E 0.96 34 123 0.47 1,876 34 0.40 123 1,596 1. From Fenestration Surfaces ENV-1-C, Part 2, Column G, or wtien Column H has a "C" Identifier calculate using the center of glass value SHGCc in SHGCfen = .08 + (0.86xSHGCc) and enter value. 2. Proposed Heat Gain, Column I may be no greater than Standard Heat Gain Column M. 3. If Window and/or Skylight Area Adjustment is required, use adjusted area from Part 6 of 7. 4. Only SHGC is used for Skylights Part 4 Subtotal Part 5 Subtotal Part 6 Subtotal 71,924 12,080 113,581 197,585 Part 4 Subtotal Part 5 Subtotal Part 6 Subtotal Total Heat Gain 87,826 15,797 98,824 202,447 EnergyPro4.4 byEnergySoft User Number 3218 Job Number 041246.10 Page:28 of 59 OVERALL ENVELOPE METHOD (Part 7 Of 7) ENV-3-C PROJECT NAME Carisbad Ranch Villa 53 DATE 11/18/2007 WINDOW AREA ADJUSTMENT CALCULATIONS [X] CHECK IF NOT APPLICABLE (See Part 1 of 7) E F 6 WINDOW ADJUST. FACTOR (From Part 1) ADJUSTED WINDOW AREA (DXE) ADJUSTED WALL AREA B - (F + C) A B C D WINDOW ADJUST. FACTOR (From Part 1) ADJUSTED WINDOW AREA (DXE) ADJUSTED WALL AREA B - (F + C) WALL NAME (e.g. Wall-1, Wall-2) ORIENTATION N 1 E S I W GROSS AREA DOOR AREA WINDOW AREA WINDOW ADJUST. FACTOR (From Part 1) ADJUSTED WINDOW AREA (DXE) ADJUSTED WALL AREA B - (F + C) • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • TOTALS N/A SKYLIGHT AREA ADJUSTMENT CALCULATIONS X CHECK IF NOT APPLICABLE (See Part 2 of 7) D E F SKYLIGHT ADJUST. FACTOR (From Part 1) ADJUSTED SKYLIGHT AREA (CXD) ADJUSTED ROOF AREA (B-E) A B C SKYLIGHT ADJUST. FACTOR (From Part 1) ADJUSTED SKYLIGHT AREA (CXD) ADJUSTED ROOF AREA (B-E) ROOF NAME (e.g. Roof-1, Roof-2) GROSS AREA SKYLIGHT AREA SKYLIGHT ADJUST. FACTOR (From Part 1) ADJUSTED SKYLIGHT AREA (CXD) ADJUSTED ROOF AREA (B-E) TOTALS N/A EnergyPro 4.4 by EnergySoft User Number 3218 Job Number 041246.10 Page:29 of 59 OVERALL ENVELOPE METHOD (Part 7 Of 7) ENV-3-C PROJECT NAME Carisbad Ranch Villa 53 DATE 11/18/2007 WINDOW AREA ADJUSTMENT CALCULATIONS X CHECK IF NOT APPLICABLE (See Part 1 of 7) E F G WINDOW ADJUST. FACTOR (From Part 1) ADJUSTED WINDOW AREA (DXE) ADJUSTED WALL AREA B - (F + C) A B C D WINDOW ADJUST. FACTOR (From Part 1) ADJUSTED WINDOW AREA (DXE) ADJUSTED WALL AREA B - (F + C) WALL NAME (e.g. Wall-1, Wall-2) ORIENTATION N 1 E 1 S 1 W GROSS AREA DOOR AREA WINDOW AREA WINDOW ADJUST. FACTOR (From Part 1) ADJUSTED WINDOW AREA (DXE) ADJUSTED WALL AREA B - (F + C) • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• TOTALS N/A SKYLIGHT AREA ADJUSTMENT CALCULATIONS X CHECK IF NOT APPLICABLE (See Part 2 of 7) D E F SKYLIGHT ADJUST. FACTOR (From Part 1) ADJUSTED SKYLIGHT AREA (CXD) ADJUSTED ROOF AREA (B-E) A B C SKYLIGHT ADJUST. FACTOR (From Part 1) ADJUSTED SKYLIGHT AREA (CXD) ADJUSTED ROOF AREA (B-E) ROOF NAME (e.g. Roof-1, Roof-2) GROSS AREA SKYLIGHT AREA SKYLIGHT ADJUST. FACTOR (From Part 1) ADJUSTED SKYLIGHT AREA (CXD) ADJUSTED ROOF AREA (B-E) TOTALS N/A EnergyPro 4.4 by EnergySoft User Number 3218 Job Number 041246.10 Page:30of59 OVERALL ENVELOPE METHOD (Part 7 of 7) ENV-3-C PROJECT NAME Carisbad Ranch Villa 53 DATE 11/18/2007 WINDOW AREA ADJUSTMENT CALCULATIONS X CHECK IF NOT APPLICABLE (See Part 1 of 7) WALL NAME (e.g. Wall-1, Wall-2) ORIENTATION N E S w • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • E F G WINDOW ADJUST. FACTOR (From Part 1) ADJUSTED WINDOW AREA (DXE) ADJUSTED WALL AREA B - (F + C) B C D WINDOW ADJUST. FACTOR (From Part 1) ADJUSTED WINDOW AREA (DXE) ADJUSTED WALL AREA B - (F + C) GROSS AREA DOOR AREA WINDOW AREA WINDOW ADJUST. FACTOR (From Part 1) ADJUSTED WINDOW AREA (DXE) ADJUSTED WALL AREA B - (F + C) TOTALS N/A SKYLIGHT AREA ADJUSTMENT CALCULATIONS X CHECK IF NOT APPLICABLE (See Part 2 of 7) D E F SKYLIGHT ADJUST. FACTOR (From Part 1) ADJUSTED SKYLIGHT AREA (CXD) ADJUSTED ROOF AREA (B-E) A B C SKYLIGHT ADJUST. FACTOR (From Part 1) ADJUSTED SKYLIGHT AREA (CXD) ADJUSTED ROOF AREA (B-E) ROOF NAME (e.g. Roof-1, Roof-2) GROSS AREA SKYLIGHT AREA SKYLIGHT ADJUST. FACTOR (From Part 1) ADJUSTED SKYLIGHT AREA (CXD) ADJUSTED ROOF AREA (B-E) TOTALS N/A EnergyPro 4.4 by EnergySoft User Number 3218 Job Number 041246.10 Page:31 of 59 OVERALL ENVELOPE METHOD (Part 7 of 7) ENV-3-C PROJECT NAME Carisbad Ranch Villa 53 DATE 11/18/2007 WINDOW AREA ADJUSTMENT CALCULATIONS X CHECK IF NOT APPLICABLE (See Part 1 of 7) WALL NAME (e.g. Wall-1, Wall-2) ORIENTATION N S W • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• E F G WINDOW ADJUST. FACTOR (From Part 1) ADJUSTED WINDOW AREA (DXE) ADJUSTED WALL AREA B - (F + C) B C D WINDOW ADJUST. FACTOR (From Part 1) ADJUSTED WINDOW AREA (DXE) ADJUSTED WALL AREA B - (F + C) GROSS AREA DOOR AREA WINDOW AREA WINDOW ADJUST. FACTOR (From Part 1) ADJUSTED WINDOW AREA (DXE) ADJUSTED WALL AREA B - (F + C) TOTALS N/A SKYLIGHT AREA ADJUSTMENT CALCULATIONS X CHECK IF NOT APPLICABLE (See Part 2 of 7) D E F SKYLIGHT ADJUST. FACTOR (From Part 1) ADJUSTED SKYLIGHT AREA (CXD) ADJUSTED ROOF AREA (B-E) A B C SKYLIGHT ADJUST. FACTOR (From Part 1) ADJUSTED SKYLIGHT AREA (CXD) ADJUSTED ROOF AREA (B-E) ROOF NAME (e.g. Roof-1, Roof-2) GROSS AREA SKYLIGHT AREA SKYLIGHT ADJUST. FACTOR (From Part 1) ADJUSTED SKYLIGHT AREA (CXD) ADJUSTED ROOF AREA (B-E) TOTALS N/A EnergyPro 4.4 by EnergySoft User Number 3218 Job Number 041246.10 Page:32of59 OVERALL ENVELOPE METHOD (Part 7 of 7) ENV-3-C PROJECT NAME Carisbad Ranch Villa 53 DATE 11/18/2007 WINDOW AREA ADJUSTMENT CALCULATIONS X CHECK IF NOT APPLICABLE (See Part 1 of 7) E F G WINDOW ADJUST. ADJUSTED WINDOW ADJUSTED WALL A B C D WINDOW ADJUST. ADJUSTED WINDOW ADJUSTED WALL WALL NAME ORIENTATION GROSS DOOR WINDOW FACTOR AREA AREA B - (F + C) (e.g. Wall-1, Wall-2) N I E 1 S 1 W AREA AREA AREA (From Part 1) (DXE) AREA B - (F + C) • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• TOTALS N/A SKYLIGHT AREA ADJUSTMENT CALCULATIONS X CHECK IF NOT APPLICABLE (See Part 2 of 7) ROOF NAME (e.g. Roof-1, Roof-2) GROSS AREA SKYLIGHT AREA SKYLIGHT ADJUST. FACTOR (From Part 1) ADJUSTED SKYLIGHT AREA (CXD) ADJUSTED ROOF AREA (B-E) TOTALS N/A EnergyPro4.4 byEnergySoft User Number 3218 Job Number 041246.10 Page:33of 59 OVERALL ENVELOPE METHOD (Part 7 Of 7) ENV-3-C PROJECT NAME Carisbad Ranch Villa 53 DATE 11/18/2007 WINDOW AREA ADJUSTMENT CALCULATIONS WALL NAME (e.g. Wall-1, Wall-2) eeParti of7) E F G WINDOW ADJUST. ADJUSTED WINDOW ADJUSTED WALL B C D WINDOW ADJUST. ADJUSTED WINDOW ADJUSTED WALL ORIENTATION GROSS DOOR WINDOW FACTOR (From Parti) AREA (DXE) AREA B - (F + C) N E S W AREA AREA AREA FACTOR (From Parti) AREA (DXE) AREA B - (F + C) • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• • ••• TOTALS N/A SKYLIGHT AREA ADJUSTMENT CALCULATIONS X CHECK IF NOT APPLICABLE (See Part 2 of 7) D E F SKYLIGHT ADJUST. FACTOR (From Part 1) ADJUSTED SKYLIGHT AREA (CXD) ADJUSTED ROOF AREA (B-E) A B C SKYLIGHT ADJUST. FACTOR (From Part 1) ADJUSTED SKYLIGHT AREA (CXD) ADJUSTED ROOF AREA (B-E) ROOF NAME (e.g. Roof-1, Roof-2) GROSS AREA SKYLIGHT AREA SKYLIGHT ADJUST. FACTOR (From Part 1) ADJUSTED SKYLIGHT AREA (CXD) ADJUSTED ROOF AREA (B-E) TOTALS N/A EnergyPro 4.4 by EnergySoft User Number 3218 Job Number 041246.10 Page:34of59 ENVELOPE COMPLIANCE (Parti Of2) ENV-4-C PROJECT NAME Carisbad Ranch Villa 53 DATE 11/18/2007 SKYLIGHT AREA SUPPORT WORKSHEET • Minimum Fraction of Davlit Area Method SKYUGHT AREA FOR LARGE ENCLOSED SPACES This worksheet applies to buildings with an enclosed space > 25,000 ft^ with a ceiling height >1S ft and an LPD for the space for general lighting > 0.5 W/ft' A. Enter proposed daylit area as indicated on plans Proposed daylit area is indicated on page of the plans B. Floor Area: ft' x0.50 = • Criterion 1: Proposed Daylit Area is equal to or greater than Minimum Daylit Area. C. Select ttie appropriate box based on the LPD in W/ft": • LPD > 1.4 • 1.0 < LPD < 1.4 |2 0.5<LPD<1.0 Enter 3.6%-» Enter 3.3% -» Enter 3.0% -* D. Minimum skylight area: Enter the product B x C then divide by 100 E. Enter the proposed total skylight area in the large enclosed space • Criterion 2: Proposed sitylight area is equal to or greaterthan minimum skylight area. • Criterion 3: Haze rating of skylight glazing or skylight diffuser is greater than 90%. Document and page number wit haze specification of skylight: • l^rge enclosed space complies with Criteria 1,2, and 3 above [Sections 143(C)1,2, and 3]. Proposed Daylit Area Minimum Dalit Area 3.0 Skylight-Daylit Fraction Minimum Skylight Area Proposed Skylight Area 1 1 1 EnergyPro4.4 byEnergySoft User Number 3218 Job Number 041246.10 Page:35of59 | ENVELOPE COMPLIANCE (Part 2 Of 2) ENV-4-C PROJECT NAME Carisbad Ranch Villa 53 DATE 11/18/2007 SKYLIGHT AREA SUPPORT WORKSHEET • Minimum Effective Aperture Method SKYLIGHT AREA FOR LARGE ENCLOSED SPACES This worksheet applies to buildings with an enclosed space > 25,000 ft with a ceiling height >15 ft and an LPD for the space for general lighting > 0.5Wm_ ' F. Eriter proposed daylit area as indicated on plans Proposed daylit area is indicated on page of the plans G. Floor Area: ft X 0.50 •• Proposed Daylit Area Minimum Dalit Area • Criterion 1: Proposed Daylit Area is equal to or greater than Minimum Daylit Area. H. Select the appropriate box based on the LPD in W/ft • LPD > 1.4 • 1.0 < LPD < 1.4 E10.5<LPD<1.0 Enter 1.2%-> Enter 1.1%-» Enter 1.0%-> I. Skylight Visible Light Transmittance (VLT .) VLT, is from manu^ctuter's specifications. 1.0 Min. Effective Aperture VLT. J. Well Cavity Ratio. Select one of the well types, fill in columns A, B, C and Calculate the WCR with the appropriate equation below. A Well Height B Well Length C Well Width WCR = 5 X well height (well length + well width) WCR well length x well width Well Height Well Perimeter Well Area WCR = (2.5 X well height x well perimeter) / well area K. Average Well Wall Reflectance (%), p L. Well Efficiency (from equation) M.Calculate Minimum Skylight Area: A _ Effective Aperture (H) x Davlit Area (F) ' 0.85xVLT(l)xWellEfficiency(L) N. Enter the Proposed Skylight Area. •Criterion 2: Proposed skylight area is equal to or greater than minimum skylight area. •Criterion 3: Haze rating of skylight glazing or skylight d'rffuser is greater than 90%. Document and page number wit haze specification of skylight: WCR Wellp Well Efficiency • Large enclosed space complies with Criteria 1,2, and 3 above [Sections 143(C)1, 2, and 3]. EnergyPro4.4 byEnergySoft User Number 3218 Job Number 041246.10 Page: 36 of 59 ENVELOPE MANDATORY MEASURES ENV-MM PROJECT NAME Carisbad Ranch Villa 53 DATE 11/18/2007 DESCRIPTION Designer Enforcement I I § 118(a) Installed Insulating Material shall have been certified by the manufacturer to comply with the California Quality Standards for insulating material, Title 20, Chapter 4, Article 3. [~| § 118(c) All Insulating Materials shall be installed in compliance with the flame spread rating and smoke density requirements of Sections 2602 and 707 of Title 24, Part 2. I I § 117(a) All Exterior Joints and openings in the building that are observable sources of air leakage shall be caulked, gasketed, weatherstripped or otherwise sealed. I I § 116(b) Site Constructed Doors, Windows and Skylights shall be caulked between the unit and the building, and shall be weatherstripped (except for unframed glass doors and fire doors). I I § 116(a)1 Manufactured Doors and Windows installed shall have air infiltration rates not exceeding those shown in Table Number 1-E. ofthe Standards. Manufactured fenestration products must be labeled for U-value according to NFRC procedures. I I § 118(e) Demising Walls in Nonresidential Buildings: The opaque portions of framed demising walls in nonresidential buildings shall have insulation with an installed R-value of no less than R-13 between framing members. EnergyPro4.4 byEnergySoft User Number 3218 Job Number 041246.10 Page:37 of 59 CERTIFICATE OF COMPLIANCE (Parti of2) MECH-1-C PROJECT NAME Carisbad Ranch Villa 53 DATE 11/19/2007 PROJECT ADDRESS 1700 Drake Way Carisbad Building Permit # PRINCIPAL DESIGNER - MECHANICAL M-E Engineers, Alan Wilson, P.E. TELEPHONE (858) 391-2922 Building Permit # DOCUMENTATION AUTHOR M-E Engineers TELEPHONE (858) 391-2922 Checked by/Date Enforcement Agency GENERAL INFORMATION DATE OF PLANS BUILDING CONDITIONED FLOOR AREA 11,170sq.Ft. CLIMATE ZONE BUILDING TYPE • NONRESIDENTIAL • HIGH RISE RESIDENTIAL [X] HOTEUMOTEL GUEST ROOM PHASE OF CONSTRUCTION [X] NEW CONSTRUCTION Q ADDITION Q ALTERATION Q UNCONDITIONED (File Affidavit) METHOD OF MECHANICAL COMPLIANCE PRESCRIPTIVE I I PERFORMANCE PROOF OF ENVELOPE COMPLIANCE • PREVIOUS ENVELOPE PERMIT • ENVELOPE COMPLIANCE ATTACHED STATEMENT OF COMPLIANCE This Certificate of Compliance lists the building features and perfomiance specifications needed to comply with Title 24, Parts 1 and 6 of the Califomia Code of Regulations. This certificate applies only to building mechanical requirements. The documentation preparer hereby certifies that the documentation is accurate and complete. DOCUMENTATION AUTHOR Derek Hudak SIGNATURE DATE The Principal IVIechanical Designer hereby certifies that the proposed building design represented in this set of constmction documents is consistent with the other compliance forms and worksheets, with the specifications, and with any other calculations submitted with this pemiit application. The proposed building has been designed to meet the mechanical requirements contained in the applicable parts of Sections 100, 101,102, 110 through115,120 through 125, 142, 144, and 145. 1^ The plans & specifications meet the requirements of Part 1 (Sections 10-103a). I I The installation certificates meet the requirements of Part 1 (10-103a 3). I I The operation & maintenance information meets the requirements of Part 1 (10-103c). Please check one: (These sectlonsof the Business and Professions Code are printed in full in the Nonresidential Manual.) I hereby affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code to sign this document as the person responsible for its preparation; and that I am licensed in the State of Califomia as a civil engineer, or mechanical engineer or I am a licensed architect. I I I affinti that I am eligible under the exemption to Division 3 of the Business and Professions Code by Section 5537.2 or 6737.3 to sign this document as the person responsible for its preparation; and that I am a licensed contractor performing this work. I I I affirm that I am eligible under the exemption to Division 3 of the Business and Professions Code to sign this document because it pertains to a structure or type of work described pursuant to Business and Professions Code sections 5537, 5538, and 6737.1. PRINCIPAL MECHANICAL DESIGNER - NAME M-E Engineers, Alan Wilson, P.E. SIGN DATE _ — LIC.#-^ INSTRUCTIONS TO APPLICANT H MECH-1-C H MECH-2-C H MECH-3-C m MECH-4-C • MECH-5-C: Certificate of Compliance. Part 1, 2, 3 of 3 are required on plans for all submittals. Air/Water/Service/Water Pools Requirements. Part 1 of 3, 2 of 3, 3 of 3 are required for all submittals, but may be on plans. Mechanical Ventilation and Reheat Is required for all submittals with mechanical ventilation, but may be on plans. HVAC Misc. Prescriptive Requirements is required for all prescriptive submittals, but may be on plans. Mechanical Equipment Details are required for all performance submittals. EnergyPro4.4 byEnergySoft User Number 3218 Job Number 041246.10 Page:38 of 59 CERTIFICATE OF COMPLIANCE (Part 2 Of 2) MECH-1-C PROJECT NAME Carisbad Ranch Villa 53 DATE 11/18/2007 Designer: This form is> to be used by the designer and attached to the plans. Listed below are all the acceptance tests for mechanical systems. The designer is required to check the boxes by all acceptance tests that apply and list all equipment that requires an acceptance test If all equipment of a certain type requires a test, list the equipment description and the number of systems to be tested in parentheses. The NJ numtier designates the Section in the Appendix of the Nonresidential ACM Manual that describes the test. Also indicate the person responsible for performing the tests (i.e. the installing contractor, design professional or an agent selected by the owner). Since this form will be part of the plans, completion of this section will allow the responsible party to budget for the scope of wod< appropriately. Building Departments: SYSTEM ACCEPTANCE. Before an occupancy permit is granted for a newly constnicted building or space, or a new space-conditioning system serving a building or space is operated for normal use, all control devices serving the building or space shall be certified as meeting the Acceptance Requirements for Code Compliance. In addition a Certificate of Acceptance, MECH-1-A Form shall be submitted to the building department that certifies plans, specifications, installation certificates, and operating and maintenance information meet the requirements of Section 10-103(b) and Title 24 Part 6. STATEMENT OF COMPLIANCE ^MECH-2-A: Ventilation System Acceptance Document -Variable Air Volume Systems Outdoor Air Acceptance -Constant Air Volume Systems Outdoor Air Acceptance N^wi lb .-111 vwiuiii^ wjroLoiiio V..ULUUWI nil r-K\..\j^yua, ^ • I Equipment requiring acceptance testing Tesf required on all New systems both New Construction and Retrofit Co*ltRACToR ^MECH-3-A: Packaged HVAC Systems Acceptance Document \ ^ JL O 0 Equipment requiring acceptance testing M.\ F^ft (^atlS 4 i\fi.O>A Y\>tftft^« JnSfu IO Tesf required on all New systems tmtlt New Construction and Retrofit. IM5TAUXKG CoMTKACToO. I I MECH-4-A: Air-Side Economizer Acceptance Document Equipment requiring acceptance testing Tesf required on all New systems tmtli New Consfrucfibn and Retrofil. Units with economizers that are installed at the factory and certified with the commfss/on do not require equipment testing but do require construction Inspection. i^MECH-5-A : Air Distribution Acceptance Document » i % I Equipment requiring acceptance testing tK^oo%. Equipmerit r 777/s tesf required If the unit serves 5,000 ft2 of space or less and 25% or more of ttie ducts are in norKonditiorKd or semiconditioned space like an attic. New systems that meet ttw alxve requirements. Retrofit systems that meet theabove requirements and either extend ducts, replace ducts or replace the pac/caged unit I IMECH-6-A: Demand Control Ventilation Acceptance Document Equipment requiring acceptance testing All new DCV conlrols Installed on new or exfsfrng packaged systems must t)e tested. I IMECH-7-A: Supply Fan Variable Flow Control Acceptance Document Equipment requiring acceptance testing All new VAV fan volume controls installed on new or existing systems musf be tested n MECH-8-A: -HydnDnic System Control Acceptance Document -Variable Flow Controls Applies to chllled and hot water systems. -Automatic Isolation Controls Applies to new boUers and chUlers and the primary pumps are connected to a common header. -Supply Water Temperature Reset Controls Applies to new constant flow chilled and hot water systems that have a design capacity greater titan or equal to 500,000 Btu/hr. -Water-Joop Heat Pump Contnjis Applies to all new watertoop heat pump systems where the comt>lned loop pumps are greater than 5 hp. -Variable Frequency Controls Applies to all new distribution pumps on new variatite flow chilled, hydronic heat pump or condenser water systems where the pumps motors are greater than 5 hp. Equipment requiring acceptance testing EnergyPro 4.4 by EnergySoft User Number 3218 Job Number 041246.10 Page:39of 59 AIR SYSTEM REQUIREMENTS Parti Of2 MECH-2-C PROJECT NAME Carisbad Ranch Villa 53 DATE 11/18/2007 ISYSTEM FEATURES AIR SYSTEMS, Central or Single Zone ITEM OR SYSTEM TAG(S) FC-5314 FC-5313 FC-5312 Number of Systems 1 1 1 MANDATORY MEASURES T-24 Section Reference on Plans or Specification ^ Heating Equipment EfTiciency 112(a) 7.70 HSPF 7.70 HSPF 7.70 HSPF Cooling Equipment Efficiency 112(a) 13.0 SEER/11.0 EER 13.0 SEER/11.0 EER 13.0 SEER/11.0 EER IHeat Pump Thermostat 112(b) Yes Yes Yes Furnace Controls 112(c), 115(a) n/a n/a n/a Natural Ventilation 121(b) Yes Yes Yes Minimum Ventilation 121(b) 135 cfm 135 cfm 135 cfm VAV Minimum Position Control 121(c) No No No Demand Control Ventilation 121(c) No No No Time Control 121(c), 122(e) Programmable Switch Programmable Switch Programmable Switch Setback and Setup Control 122(e) No Setback Required No Setback Required No Setback Required Outdoor Damper Control 122(f) • Auto Auto Auto Isolation Zones 122(g) n/a n/a n/a Pipe Insulation 123 Duct Insulation 124 R-4.2 R-4.2 R-4.2 PRESCRIPTIVE MEASURES Calculated Heating Capacity x1.43^ 144 (a &b) 23,617 btuh 19,180 btuh 19,180 btuh Proposed Heating Capacity ^ 144 (a &b) 19,492 btuh 19,492 btuh 19,492 btuh Calculated Sensible Cooling Capacity x 1.21^ 144 (a &b) 23,567 btuh 22,216 btuh 22,232 btuh Proposed Sensible Cooling Capacity ^ 144 (a &b) 22,157 btuh 22,337 btuh 22,337 btuh Fan Control 144(c) Constant Volume Constant Volume Constant Volume DP Sensor Location 144(c) Supply Pressure Reset (DDC only) 144(c) Yes Yes Yes Simultaneous Heat/Cool 144(d) No No No Economizer 144(e) No Economizer No Economizer No Economizer Heating Air Supply Reset 144(f) Constant Temp Constant Temp Constant Temp Cooling Air Supply Reset 144(f) Constant Temp Constant Temp Constant Temp 3 Duct Sealing for Prescriptive Compliance 144 (k) No No No 1: For each central and single zone air systems (or group of similar units) fill in the reference to sheet number and/or specification section and paragraph number where the required features are documented. If a requirement is not applicable, put "N/A' in the column. 2: Not required for hydronic heating and cooling. Either enter a value here or put in reference ot plans and specificatons per footnote 1. 3: Enter Yes if System is: Constant Volume, Single Zone; Serves < 5,000 sqft; Has > 25% duct in unconditioned space. Duct sealing is required for Prescriptive Compliance, see PERF-1 for performance method duct sealing requirements. NOTES TO FIELD • For Building Department Use Only EnergyPro4.4 byEnergySoft User Number 3218 Job Number 041246.10 Page:40of 59 AIR SYSTEM REQUIREMENTS Parti Of2 MECH-2-C PROJECT NAME DATE Carisbad Ranch Villa 53 11/18/2007 ISYSTEM FEATURES MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency Heat Pump Thermostat Furnace Controls Natural Ventilation Minimum Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Insulation AIR SYSTEMS, Central or Single Zone ITEM OR SYSTEM TAG(S) FC-5311 FC-5324 FC-5323 Number of Systems 1 1 1 T-24 Section Reference on Plans or Specification ^ 112(a) 7.70 HSPF 7.70 HSPF 7.70 HSPF 112(a) 13.0 SEER/11.0 EER 13.0 SEER/11.0 EER 13.0 SEER/11.0 EER 112(b) Yes Yes Yes 112(c), 115(a) n/a n/a n/a 121(b) Yes Yes Yes 121(b) 135 cfm 135 cfm 135 cfm 121(c) No No No 121(c) No No No 121(c), 122(e) Programmable Switch Programmable Switch Programmable Switch 122(e) No Setback Required No Setback Required No Setback Required 122(f) Auto Auto Auto 122(g) n/a n/a n/a 123 124 R-4.2 R-4.2 R-4.2 PRESCRIPTIVE MEASURES Calculated Heating Capacity xl.43^ Proposed Heating Capacity ^ Calculated Sensible Cooling Capacity x 1.21^ Proposed Sensible Cooling Capacity ^ Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heating Air Supply Reset Cooling Air Supply Reset 3 Duct Sealing for Prescriptive Compliance 1: For each central and single zone air systems (or group of similar units) fill in the reference to sheet number and/or specification section and paragraph number where the required features are documented. If a requirement is not applicable, put 'N/A* in the column. 2: Not required for hydronic heating and cooling. Either enter a value here or put in reference ot plans and specificatons per footnote 1. 3: Enter Yes if System is: Constant Volume, Single Zone; Serves < 5,000 sqft; Has > 25% duct in unconditioned space. Duct sealing Is required for Prescriptive Compliance, see PERF-1 for performance method duct sealing requirements. 144 (a &b) 23,617 btuh 19,499 btuh 17,040 btuh 144 (a &b) 19,492 btuh 19,492 btuh 19,492 btuh 144 (a &b) 23,426 btuh 25,189 btuh 23,561 btuh 144 (a &b) 22,145 btuh 22,166 btuh 22,345 btuh 144(c) Constant Volume Constant Volume Constant Volume 144(c) 144(c) Yes Yes Yes 144(d) No No No 144(e) No Economizer No Economizer No Economizer 144(f) Constant Temp Constant Temp Constant Temp 144(f) Constant Temp Constant Temp Constant Temp 144 (k) No No No NOTES TO FIELD • For Building Department Use Only EnergyPro4.4 byEnergySoft User Number 3218 Job Number 041246.10 Page:41 of 59 AIR SYSTEM REQUIREMENTS Parti Of2 MECH-2-C PROJECT NAME Carisbad Ranch Villa 53 DATE 11/18/2007 ISYSTEM FEATURES AIR SYSTEMS, Central or Single Zone ITEM OR SYSTEM TAG(S) FC-5322 FC-5321 FC-5334 Number of Systems 1 1 1 MANDATORY MEASURES T-24 Section Reference on Plans or Specification ^ Heating Equipment Efficiency 112(a) 7.70 HSPF 7.70 HSPF 7.70 HSPF Cooling Equipment Efficiency 112(a) 13.0 SEER/11.0 EER 13.0 SEER/11.0 EER 13.0 SEER/11.3 EER Heat Pump Thermostat 112(b) Yes Yes Yes Furnace Controls 112(c), 115(a) n/a n/a n/a Natural Ventilation 121(b) Yes Yes Yes Minimum Ventilation 121(b) 135 cfm 135 cfm 90 cfm VAV Minimum Position Control 121(c) No No No Demand Control Ventilation 121(c) No No No Time Control 121(c), 122(e) Programmable Switch Programmable Switch Programmable Switch Setback and Setup Control 122(e) No Setback Required No Setback Required No Setback Required Outdoor Damper Control 122(f) Auto Auto Auto Isolation Zones 122(g) n/a n/a n/a Pipe insulation 123 Duct Insulation 124 R-4.2 R-4.2 R-4.2 PRESCRIPTIVE MEASURES Calculated Heating Capacity x1.43^ 144 (a & b) 17,040 btuh 19,499 btuh 15,235 btuh Proposed Heating Capacity ^ 144 (a &b) 19,492 btuh 19,492 btuh 16,371 btuh Calculated Sensible Cooling Capacity x 1.21^ 144 (a &b) 23,573 btuh 24,989 btuh 19,239 btuh Proposed Sensible Cooling Capacity ^ 144 (a &b) 22,345 btuh 22,165 btuh 16,704 btuh Fan Control 144(c) Constant Volume Constant Volume Constant Volume DP Sensor Location 144(c) Supply Pressure Reset (DDC only) 144(c) Yes Yes Yes Simultaneous Heat/Cool 144(d) No No No Economizer 144(e) No Economizer No Economizer No Economizer Heating Air Supply Reset 144(f) Constant Temp Constant Temp Constant Temp Cooling Air Supply Reset 144(f) Constant Temp Constant Temp Constant Temp 3 Duct Sealing for Prescriptive Compliance 144 (k) No No No 1: For each central and single zone air systems (or group of similar units) fill in the reference to sheet number and/or specification section and paragraph number where the required features are documented. If a requirement is not applicable, put 'N/A' in the column. 2: Not required for hydronic heating and cooling. Either enter a yaiue here or put in reference ot plans and specificatons per footnote 1. 3: Enter Yes if System is: Constant Volume, Single Zone; Serves < 5,000 sqft; Has > 25% duct in unconditioned space. Duct sealing is required for Prescriptive Compliance, see PERF-1 for performance method duct sealing requirements. NOTES TO FIELD - For Building Department Use Only EnergyPro4.4 byEnergySoft User Number 3218 Job Number 041246.10 Page:42 of 59 AIR SYSTEM REQUIREMENTS Parti of2 MECH-2-C PROJECT NAME Carisbad Ranch Villa 53 DATE 11/18/2007 SYSTEM FEATURES AIR SYSTEMS, Central or Single Zone ITEM OR SYSTEM TAG(S) FC-5333 FC-5332 FC-5331 Number of Systems 1 1 1 MANDATORY MEASURES T-24 Section Reference on Plans or Specification ^ Heating Equipment Efficiency 112(a) 7.70 HSPF 7.70 HSPF 7.70 HSPF Cooling Equipment Efficiency 112fa> 13.0 SEER/11.0 EER 13.0 SEER/11.0 EER 13.0 SEER/11.3 EER Heat Pump Thermostat 112(b) Yes Yes Yes Furnace Controls 112(c), 115(a) n/a n/a n/a Natural Ventilation 121(b) Yes Yes Yes Minimum Ventilation 121(b) 135 cfm 135 cfm 105 cfm VAV Minimum Position Control 121(c) No No No Demand Control Ventilation 121(c) No No No Time Control 121(c). 122(e) Programmable Switch Programmable Switch Programmable Switch Setback and Setup Control 122(e) No Setback Required No Setback Required No Setback Required Outdoor Damper Control 122m Auto Auto Auto Isolation Zones 122(g) n/a n/a n/a Pipe Insulation 123 Duct Insulation 124 R-4.2 R-4.2 R-4.2 PRESCRIPTIVE MEASURES Calculated Heating Capacity xl.43^ 144 (a &b) 19,098 btuh 19,098 btuh 16,064 btuh Proposed Heating Capacity ^ 144 (a &b) 19,492 btuh 19,492 btuh 16,371 btuh Calculated Sensible Cooling Capacity x 1.21^ 144 (a &b) 26,405 btuh 26,416 btuh 19,321 btuh Proposed Sensible Cooling Capacity ^ 144 (a &b) 22,174 btuh 22,174 btuh 16,679 btuh Fan Control 144(c) Constant Volume Constant Volume Constant Volume DP Sensor Location 144(c) Supply Pressure Reset (DDC only) 144(c) Yes Yes Yes Simultaneous Heat/Cool 144(d) No No No Economizer 144(e) No Economizer No Economizer No Economizer Heating Air Supply Reset 144(f) Constant Temp Constant Temp Constant Temp Cooling Air Supply Reset 144(f) Constant Temp Constant Temp Constant Temp 3 Duct Sealing for Prescriptive Compliance 144 (k) No No No 1: For each central and single zone air systems (or group of similar units) fill in the reference to sheet number and/or specification section and paragraph number where the required features are documented. If a requirement is not applicable, put 'N/A' in the column. 2: Not required for hydronic heating and cooling. Either enter a value here or put In reference ot plans and specificatons per footnote 1. 3: Enter Yes if System is: Constant Volume, Single Zone; Serves < 5,000 sqft; Has > 25% duct in unconditioned space. Duct sealing is required for Prescriptive Compliance, see PERF-1 for performance method duct sealing requirements. NOTES TO FIEin • For Building Department Use Only EnergyPro 4.4 by EnergySoft User Number 3218 Job Number 041246.10 Pa9e;43of 59 WATER SIDE SYSTEM REQUIREMENTS Part 2 Of 2 MECH-2-C PROJECT NAME Carisbad Ranch Villa 53 DATE 11/18/2007 ISYSTEM FEATURES ITEM OR SYSTEM TAG(S) Number of Systems MANDATORY MEASURES Equipment Efficiency Pipe Insulation PRESCRIPTIVE MEASURES Calculated Capacity Proposed Capacity Tower Fan Controls Tower Flow Controls Variable Flow System Design Chiller and Boiler Isolation CHW and HHW Reset Controls WLHP Isolation Valves VSD on CHW, CW & WLHP Pumps > 5 HP DP Sensor Location ^ WATER SIDE SYSTEMS: Chillers, Towers, Boilers, Hydronic Loops Unknown T-24 Section Reference on Plans or Specification'' 112(a) 123 0% HW Piping 144 (a &b) 144 (a &b) 144(h) 144(h) 144 (i) 144(1) 144 (j) 144(1) 144(1) 144(1) Obtuh Obtuh n/a n/a n/a n/a n/a n/a n/a 1: For each chiller, cooling tower boiler and hydronic loop (or groups of similar equipment) fill in the reference to sheet number and/or specification section and paragraph number where the required features are documented. If a requirement is not applicable, put "N/A" in the column. 2: Water side systems include wet side system using other liquids such as glycol or brine. ITEM OR SYSTEM TAG(S) Number of Systems MANDATORY MEASURES Water Heater Certification Water Heater Efficiency Service Water Heating Installation Pool and Spa Efficiency and Control Pool and Spa Installation Pool Heater - No Pilot Light Spa Heater - No Pilot Light Service Hot Water, Pool Heating DHW Heater 1 Reference on Plans or Specification^ 113(a) 113(b) 113(c) 114(a) 114(b) 115(c) 115(d) Raypak WH3-0322 84% n/a n/a n/a n/a 1: For each water heater pool heat and domestic water loop (or groups of similar equipment) fill in the reference to sheet number and/or specification section and paragraph number where the required features are documented. If a requirement is not applicable, put "N/A* ins the column. NOTES TO FIELD - For Building Department Use Only EnergyPro4.4 byEnergySoft User Number 3218 Job Number 041246.10 Page:44 of 59 MECHANICAL VENTILATION MECH-3-C PROJECT NAME Carlsbad Ranch Villa 53 DATE 11/18/2007 PRESCRIPTIVE REHEAT LIH^ITATION (Section 144(d)) MECHANICAL VENTILATION (S tection 121(b)2> PRESCRIPTIVE REHEAT LIH^ITATION (Section 144(d)) AR EA BASIS OCCU FANCY 1 3ASIS VAV MINIMUM A B C D E F G H 1 J K L M N ZONE/SYSTEM Condition Area (SF) CFM per Square Foot Min CFM by Area (BxC) Number of People CFM per Person Min CFM by Occupant (ExF) REQ'D V.A Max of (DorG) Design Vent. Air CFM 30% of Design Zone Supply CFM BxO.4 CFM/sq. ft. Max of Columns H, J, K or 300 CFM Design Min. Aii Setpoint Transfer Air 5314 98G 0.15 147 147 135 392 392 12 FC-5314 Total 147 135 5313 980 0.15 147 147 135 392 392 12 FC-5313 Total 147 135 5312 980 0.15 147 147 135 392 392 12 FC-5312 Total 147 135 5311 980 0.15 147 147 135 392 392 12 FC-5311 Total 147 135 5324 980 0.15 147 147 135 392 392 12 FC-5324 Total 147 135 5323 980 0.15 147 147 135 392 392 12 FC-5323 Total 147 135 5322 980 0.15 147 147 135 392 392 12 FC-5322 Total 147 135 5321 980 0.15 147 147 135 392 392 12 FC-5321 Total 147 135 5334 685 0.15 103 103 90 274 300 13 FC-5334 Total 103 90 5333 98C 0.15 147 147 135 392 392 12 FC-5333 Total 147 135 5332 98G 0.15 147 147 135 392 392 12 FC-5332 Totel 147 135 5331 685 0.15 103 103 105 274 300 FC-5331 Total 103 105 Minimum ventilation rate per Section 121, Table 121-A Based on fixed seat or the greater of the expected number of occupants and 50% of the CBC occupant load for egress purposes for spaces without fixed seating. Required Ventilation Air (REQ'D V.A.) is the larger of the ventilation rates calculated on and AREA or OCCUPANCY BASIS (column D or G). Must be greater than or equal to H, or use Transfer Air (column N) to make up the difference. Design fan supply cfin (Fan CFM) x 30%; or Condition area (ft. sq.) x 04 cfnVfl. sq.; or Maximum of Columns H, J, K. or 300 cfm TTiis must be less than or equal to Column L and greater that or equal to the sum of Columns H N. N Transfer air must be provided where the Required Ventilation Air (column I) Is greater than the Design Minimum Air (column M). Where required, transfer air must be greater than or equal to the difference between the Required Ventilation Air (column I) and the Design Minimum Air (column M), column H - M. EnergyPro 4.4 by EnergySoft User Number 3218 Job Number 041246.10 Page:45of 59 MECHANICAL SIZING AND FAN POWER MECH-4-C PROJECT NAME Carlsbad Ranch Villa 53 DATE 11/18/2007 SYSTEM NAME FC-5314 FLOOR AREA 980 IFAN POWER CONSUMPTION FAN DESCRIPTION Supply Fan DESIGN BRAKE HP 0.250 C 1 D EFFICIENCY MOTOR DRIVE 64.0% 100.0% NUMBER OF FANS 1.0 PEAK WATTS B X E X 746 / (C X D) 291 Total Adjustments FILTER PRESSURE ADJUSTMENT EQUATION 144-A A) If filter pressure drop is greater than 1 inch W.C. enter filter pressure drop. SPa on line 4 and Total Fan pressure SPf on Line 5. B) Calculate Fan Adjustment and enter on Line 6. C) Calculate Adjusted Fan Power Index and enter on Line 7. 1) TOTAL FAN SYSTEM POWER (Watts, Sum Column F) 291 FILTER PRESSURE ADJUSTMENT EQUATION 144-A A) If filter pressure drop is greater than 1 inch W.C. enter filter pressure drop. SPa on line 4 and Total Fan pressure SPf on Line 5. B) Calculate Fan Adjustment and enter on Line 6. C) Calculate Adjusted Fan Power Index and enter on Line 7. 2) SUPPLY DESIGN AIRFLOW (CFM) 900 FILTER PRESSURE ADJUSTMENT EQUATION 144-A A) If filter pressure drop is greater than 1 inch W.C. enter filter pressure drop. SPa on line 4 and Total Fan pressure SPf on Line 5. B) Calculate Fan Adjustment and enter on Line 6. C) Calculate Adjusted Fan Power Index and enter on Line 7. 3) TOTAL FAN SYSTEM POWER INDEX (Row 1/Row 2)^ FILTER PRESSURE ADJUSTMENT EQUATION 144-A A) If filter pressure drop is greater than 1 inch W.C. enter filter pressure drop. SPa on line 4 and Total Fan pressure SPf on Line 5. B) Calculate Fan Adjustment and enter on Line 6. C) Calculate Adjusted Fan Power Index and enter on Line 7. 4) SPa FILTER PRESSURE ADJUSTMENT EQUATION 144-A A) If filter pressure drop is greater than 1 inch W.C. enter filter pressure drop. SPa on line 4 and Total Fan pressure SPf on Line 5. B) Calculate Fan Adjustment and enter on Line 6. C) Calculate Adjusted Fan Power Index and enter on Line 7. 5) SPf FILTER PRESSURE ADJUSTMENT EQUATION 144-A A) If filter pressure drop is greater than 1 inch W.C. enter filter pressure drop. SPa on line 4 and Total Fan pressure SPf on Line 5. B) Calculate Fan Adjustment and enter on Line 6. C) Calculate Adjusted Fan Power Index and enter on Line 7. 6) Fan Adjustment = 1-(SPa - 1)/SPf FILTER PRESSURE ADJUSTMENT EQUATION 144-A A) If filter pressure drop is greater than 1 inch W.C. enter filter pressure drop. SPa on line 4 and Total Fan pressure SPf on Line 5. B) Calculate Fan Adjustment and enter on Line 6. C) Calculate Adjusted Fan Power Index and enter on Line 7. 7) ADJUSTED FAN POWER INDEX (Line 3 x Line 6)^ 0.324 1. TOTAL FAN SYSTEM POWER INDEX or ADJUSTED FAN POWER INDEX must not exceed 0.8 W/cfm fbr Constant Volume systems or 1.25 W/cfm for VAV systems. ITEM or SYSTEM TAG(S) PRESCRIPTIVE MEASURES Electric Resistance Heating ^ Heat Rejection System ^ 3 Air Cooled Chiller Limitation T-24 Section Capacity Exception Notes PRESCRIPTIVE MEASURES Electric Resistance Heating ^ Heat Rejection System ^ 3 Air Cooled Chiller Limitation 144(g) PRESCRIPTIVE MEASURES Electric Resistance Heating ^ Heat Rejection System ^ 3 Air Cooled Chiller Limitation 144(h) PRESCRIPTIVE MEASURES Electric Resistance Heating ^ Heat Rejection System ^ 3 Air Cooled Chiller Limitation 144 (i) 1. Total installed capacity (MBtu/hr) of all electric heat on this praject exclusive of electric auxiliary heat for heat pumps. If electric heat is used, explain which exception(s) to Section(g) apply. 2. Are centrifugal fan cooling towers used on this project? (Enter "Yes* or *No*) If centrifugal fan cooling tower are used, explain which exception(s) to Section 144(h) apply. 3. Total installed capacity (tons) of all water and air cooled chillers under this permit. If there are more than 100 tons of air-cooled chiller capacity being installed, explain which exception(s) to Section 144(i) apply. EnergyPro4.4 byEnergySoft User Number 3218 Job Number 041246.10 Page: 46 of 59 MECHANICAL SIZING AND FAN POWER MECH-4-C PROJECT NAME Carlsbad Ranch Villa 53 DATE 11/18/2007 SYSTEM NAME FC-5313 FLOOR AREA 980 IFAN POWER CONSUMPTION FAN DESCRIPTION Supply Fan DESIGN BRAKE HP 0.250 C 1 D EFFICIENCY MOTOR DRIVE 64.0% 100.0% NUMBER OF FANS 1.0 PEAK WATTS B X E X 746 / (C X D) 291 Total Adjustments FILTER PRESSURE ADJUSTMENT EQUATION 144-A A) If filter pressure drop Is greater than 1 inch W.C. enter filter pressure drop. SPa on line 4 and Total Fan pressure SPf on Line 5. B) Calculate Fan Adjustment and enter on Line 6. C) Calculate Adjusted Fan Power Index and enter on Line 7. 1) TOTAL FAN SYSTEM POWER (Watts, Sum Column F) 291 FILTER PRESSURE ADJUSTMENT EQUATION 144-A A) If filter pressure drop Is greater than 1 inch W.C. enter filter pressure drop. SPa on line 4 and Total Fan pressure SPf on Line 5. B) Calculate Fan Adjustment and enter on Line 6. C) Calculate Adjusted Fan Power Index and enter on Line 7. 2) SUPPLY DESIGN AIRFLOW (CFM) 900 FILTER PRESSURE ADJUSTMENT EQUATION 144-A A) If filter pressure drop Is greater than 1 inch W.C. enter filter pressure drop. SPa on line 4 and Total Fan pressure SPf on Line 5. B) Calculate Fan Adjustment and enter on Line 6. C) Calculate Adjusted Fan Power Index and enter on Line 7. 3) TOTAL FAN SYSTEM POWER INDEX (Row 1/Row Z> FILTER PRESSURE ADJUSTMENT EQUATION 144-A A) If filter pressure drop Is greater than 1 inch W.C. enter filter pressure drop. SPa on line 4 and Total Fan pressure SPf on Line 5. B) Calculate Fan Adjustment and enter on Line 6. C) Calculate Adjusted Fan Power Index and enter on Line 7. 4) SPa FILTER PRESSURE ADJUSTMENT EQUATION 144-A A) If filter pressure drop Is greater than 1 inch W.C. enter filter pressure drop. SPa on line 4 and Total Fan pressure SPf on Line 5. B) Calculate Fan Adjustment and enter on Line 6. C) Calculate Adjusted Fan Power Index and enter on Line 7. 5) SPf FILTER PRESSURE ADJUSTMENT EQUATION 144-A A) If filter pressure drop Is greater than 1 inch W.C. enter filter pressure drop. SPa on line 4 and Total Fan pressure SPf on Line 5. B) Calculate Fan Adjustment and enter on Line 6. C) Calculate Adjusted Fan Power Index and enter on Line 7. 6) Fan Adjustment = 1-(SPa - 1)/SPf FILTER PRESSURE ADJUSTMENT EQUATION 144-A A) If filter pressure drop Is greater than 1 inch W.C. enter filter pressure drop. SPa on line 4 and Total Fan pressure SPf on Line 5. B) Calculate Fan Adjustment and enter on Line 6. C) Calculate Adjusted Fan Power Index and enter on Line 7. 7) ADJUSTED FAN POWER INDEX (Line 3 x Line 6)^ 0.324 1. TOTAL FAN SYSTEM POWER INDEX or ADJUSTED FAN POWER INDEX must not exceed 0.8 W/cfm fbr Constant Volume systems or 1.25 W/cfhi for VAV systems. ITEM or SYSTEM TAG(S) PRESCRIPTIVE MEASURES Electric Resistance Heating ^ Heat Rejection System ^ 3 Air Cooled Chiller Limitation T-24 Section Capacity Exception Notes PRESCRIPTIVE MEASURES Electric Resistance Heating ^ Heat Rejection System ^ 3 Air Cooled Chiller Limitation 144(g) PRESCRIPTIVE MEASURES Electric Resistance Heating ^ Heat Rejection System ^ 3 Air Cooled Chiller Limitation 144(h) PRESCRIPTIVE MEASURES Electric Resistance Heating ^ Heat Rejection System ^ 3 Air Cooled Chiller Limitation 144 (i) 1. Total installed capacity (MBtu/hr) of all electric heat on this project exclusive of electric auxiliary heat for heat pumps. If electric heat is used, explain which exception(s) to Section(g) apply. 2. Are centrifugal fan cooling towers used on this project? (Enter *Yes' or *No*) If centrifugal fan cooling tower are used, explain which exception(s) to Section 144(h) apply. 3. Total installed capacity (tons) of all water and air cooled chillers under this permit. If there are more than 100 tonsof airKX>oled chiller capacity being installed, explain which exception(s) to Section 144(i) apply. EnergyPro4.4 byEnergySoft User Number 3218 Job Number 041246.10 Page:47of 59 MECHANICAL SIZING AND FAN POWER MECH-4-C PROJECT NAME Carlsbad Ranch Villa 53 DATE 11/18/2007 SYSTEM NAME FC-5312 FLOOR AREA 980 IFAN POWER CONSUIMPTION FAN DESCRIPTION Supply Fan DESIGN BRAKE HP 0.250 C 1 D EFFICIENCY MOTOR DRIVE 64.0% 100.0% NUMBER OF FANS 1.0 PEAK WATTS B X E X 746 / (C X D) 291 Total Adjustments FILTER PRESSURE ADJUSTMENT EQUATION 144-A A) If filter pressure drop is greater than 1 inch W.C. enter filter pressure drop. SPa on line 4 and Total Fan pressure SPf on Line 5. B) Calculate Fan Adjustment and enter on Line 6. C) Calculate Adjusted Fan Power Index and enter on Line 7. 1) TOTAL FAN SYSTEM POWER (Watts, Sum Column F) 291 FILTER PRESSURE ADJUSTMENT EQUATION 144-A A) If filter pressure drop is greater than 1 inch W.C. enter filter pressure drop. SPa on line 4 and Total Fan pressure SPf on Line 5. B) Calculate Fan Adjustment and enter on Line 6. C) Calculate Adjusted Fan Power Index and enter on Line 7. 2) SUPPLY DESIGN AIRFLOW (CFM) 900 FILTER PRESSURE ADJUSTMENT EQUATION 144-A A) If filter pressure drop is greater than 1 inch W.C. enter filter pressure drop. SPa on line 4 and Total Fan pressure SPf on Line 5. B) Calculate Fan Adjustment and enter on Line 6. C) Calculate Adjusted Fan Power Index and enter on Line 7. 3) TOTAL FAN SYSTEM POWER INDEX (Row 1/Row 2)^ FILTER PRESSURE ADJUSTMENT EQUATION 144-A A) If filter pressure drop is greater than 1 inch W.C. enter filter pressure drop. SPa on line 4 and Total Fan pressure SPf on Line 5. B) Calculate Fan Adjustment and enter on Line 6. C) Calculate Adjusted Fan Power Index and enter on Line 7. 4) SPa FILTER PRESSURE ADJUSTMENT EQUATION 144-A A) If filter pressure drop is greater than 1 inch W.C. enter filter pressure drop. SPa on line 4 and Total Fan pressure SPf on Line 5. B) Calculate Fan Adjustment and enter on Line 6. C) Calculate Adjusted Fan Power Index and enter on Line 7. 5) SPf FILTER PRESSURE ADJUSTMENT EQUATION 144-A A) If filter pressure drop is greater than 1 inch W.C. enter filter pressure drop. SPa on line 4 and Total Fan pressure SPf on Line 5. B) Calculate Fan Adjustment and enter on Line 6. C) Calculate Adjusted Fan Power Index and enter on Line 7. 6) Fan Adjustment = 1-(SPa - 1)/SPf FILTER PRESSURE ADJUSTMENT EQUATION 144-A A) If filter pressure drop is greater than 1 inch W.C. enter filter pressure drop. SPa on line 4 and Total Fan pressure SPf on Line 5. B) Calculate Fan Adjustment and enter on Line 6. C) Calculate Adjusted Fan Power Index and enter on Line 7. 7) ADJUSTED FAN POWER INDEX (Line 3 x Line 6)^ 0.324 1. TOTAL FAN SYSTEM POWER INDEX or ADJUSTED FAN POWER INDEX must not exceed 0.8 W/cfm for Constant Volume systems or 1.25 W/cfm for VAV systems. ITEM or SYSTEM TAG(S) PRESCRIPTIVE MEASURES Electric Resistance Heating ^ Heat Rejection System ^ 3 Air Cooled Chiller Limitation T-24 Section Capacity Exception Notes PRESCRIPTIVE MEASURES Electric Resistance Heating ^ Heat Rejection System ^ 3 Air Cooled Chiller Limitation 144(g) PRESCRIPTIVE MEASURES Electric Resistance Heating ^ Heat Rejection System ^ 3 Air Cooled Chiller Limitation 144(h) PRESCRIPTIVE MEASURES Electric Resistance Heating ^ Heat Rejection System ^ 3 Air Cooled Chiller Limitation 144 (i) 1. Total installed capacity (MBtu/hr) of all electric heat on this project exclusive of electric auxiliary heat fbr heat pumps. If electric heat is used, explain which exception(s) to Section(g) apply. 2. Are centrifugal fan cooling towers used on this project? (Enter "Yes* or *No*) If centrifugal fan cooling tower are used, explain which exception(s) to Section 144(h) apply. 3. Total Installed capacity (tons) of all water and air cooled chillers under this pennit If there are more than 100 tons of air-cooled chiller capacity being installed, explain which exception(s) to Section 144(1) apply. EnergyPro4.4 byEnergySoft User Number 3218 Job Number 041246.10 Page:48of 59 MECHANICAL SIZING AND FAN POWER MECH-4-C PROJECT NAME Carisbad Ranch Villa 53 DATE 11/18/2007 SYSTEM NAME FC-531 1 FLOOR AREA 980 IFAN POWER CONSUMPTION FAN DESCRIPTION Supply Fan DESIGN BRAKE HP 0.250 C 1 D EFFICIENCY MOTOR DRIVE 64.0% 100.0% NUMBER OF FANS 1.0 PEAK WATTS B x E X 746 / (C X D) 291 Total Adjustments FILTER PRESSURE ADJUSTMENT EQUATION 144-A A) If filter pressure drop is greaterthan 1 inch W.C. enter filter pressure drop. SPa on line 4 and Total Fan pressure SPfonLineS. B) Calculate Fan Adjustment and enter on Line 6. C) Calculate Adjusted Fan Power Index and enter on Line 7. 1) TOTAL FAN SYSTEM POWER (Watts, Sum Column F) 291 FILTER PRESSURE ADJUSTMENT EQUATION 144-A A) If filter pressure drop is greaterthan 1 inch W.C. enter filter pressure drop. SPa on line 4 and Total Fan pressure SPfonLineS. B) Calculate Fan Adjustment and enter on Line 6. C) Calculate Adjusted Fan Power Index and enter on Line 7. 2) SUPPLY DESIGN AIRFLOW (CFM) 900 FILTER PRESSURE ADJUSTMENT EQUATION 144-A A) If filter pressure drop is greaterthan 1 inch W.C. enter filter pressure drop. SPa on line 4 and Total Fan pressure SPfonLineS. B) Calculate Fan Adjustment and enter on Line 6. C) Calculate Adjusted Fan Power Index and enter on Line 7. 3) TOTAL FAN SYSTEM POWER INDEX (Row 1/Row 2)^ FILTER PRESSURE ADJUSTMENT EQUATION 144-A A) If filter pressure drop is greaterthan 1 inch W.C. enter filter pressure drop. SPa on line 4 and Total Fan pressure SPfonLineS. B) Calculate Fan Adjustment and enter on Line 6. C) Calculate Adjusted Fan Power Index and enter on Line 7. 4) SPa FILTER PRESSURE ADJUSTMENT EQUATION 144-A A) If filter pressure drop is greaterthan 1 inch W.C. enter filter pressure drop. SPa on line 4 and Total Fan pressure SPfonLineS. B) Calculate Fan Adjustment and enter on Line 6. C) Calculate Adjusted Fan Power Index and enter on Line 7. 5) SPf FILTER PRESSURE ADJUSTMENT EQUATION 144-A A) If filter pressure drop is greaterthan 1 inch W.C. enter filter pressure drop. SPa on line 4 and Total Fan pressure SPfonLineS. B) Calculate Fan Adjustment and enter on Line 6. C) Calculate Adjusted Fan Power Index and enter on Line 7. 6) Fan Adjustment = 1-(SPa - 1)/SPf FILTER PRESSURE ADJUSTMENT EQUATION 144-A A) If filter pressure drop is greaterthan 1 inch W.C. enter filter pressure drop. SPa on line 4 and Total Fan pressure SPfonLineS. B) Calculate Fan Adjustment and enter on Line 6. C) Calculate Adjusted Fan Power Index and enter on Line 7. 7) ADJUSTED FAN POWER INDEX (Line 3 x Line 6)^ 0.324 1. TOTAL FAN SYSTEM POWER INDEX or ADJUSTED FAN POWER INDEX must not exceed 0.8 W/cfm fbr Constant Volume systems or 1.25 W/diii fbr VAV systems. ITEM or SYSTEM TAG(S) PRESCRIPTIVE MEASURES Electric Resistance Heating ^ Heat Rejection System ^ Air Cooled Chiller Limitation ^ T-24 Section Capacity Exception Notes PRESCRIPTIVE MEASURES Electric Resistance Heating ^ Heat Rejection System ^ Air Cooled Chiller Limitation ^ 144(g) PRESCRIPTIVE MEASURES Electric Resistance Heating ^ Heat Rejection System ^ Air Cooled Chiller Limitation ^ 144(h) PRESCRIPTIVE MEASURES Electric Resistance Heating ^ Heat Rejection System ^ Air Cooled Chiller Limitation ^ 144 (i) 1. Total installed capacity (MBtu/hr) of all electric heat on this project exclusive of electric auxiliary heat for heat pumps. If electric heat is used, explain which exception(s) to Section(g) apply. 2. Are centrifugal fan cooling towers used on this project? (Enter "Yes* or *No*) If centrifugal fan cooling tower are used, explain which exception(s) to Section 144(h) apply. 3. Total installed capacity (tons) of all water and air cooled chillers under this pennit If there are more than 100 tons of air-cooled chiller capacity being installed, explain which exception(s) to Section 144(i) apply. EnergyPro4.4 byEnergySoft User Number 3218 Job Number 041246.10 Page:49of 59 MECHANICAL SIZING AND FAN POWER MECH-4-C PROJECT NAME Carlsbad Ranch Villa 53 DATE 11/18/2007 SYSTEM NAME FC-5324 FLOOR AREA 980 IFAN POWER CONSUMPTION FAN DESCRIPTION Supply Fan DESIGN BRAKE HP 0.250 C i D EFFICIENCY MOTOR DRIVE 64.0% 100.0% NUMBER OF FANS 1.0 PEAK WATTS B X E X 746 / (C X D) 291 Total Adjustments FILTER PRESSURE ADJUSTMENT EQUATION 144-A A) If filter pressure drop is greater than 1 inch W.C. enter filter pressure drop. SPa on line 4 and Total Fan pressure SPf on Line 5. B) Calculate Fan Adjustment and enter on Line 6. C) Calculate Adjusted Fan Power Index and enter on Line 7. 1) TOTAL FAN SYSTEM POWER (Watts, Sum Column F) 291 FILTER PRESSURE ADJUSTMENT EQUATION 144-A A) If filter pressure drop is greater than 1 inch W.C. enter filter pressure drop. SPa on line 4 and Total Fan pressure SPf on Line 5. B) Calculate Fan Adjustment and enter on Line 6. C) Calculate Adjusted Fan Power Index and enter on Line 7. 2) SUPPLY DESIGN AIRFLOW (CFM) 900 FILTER PRESSURE ADJUSTMENT EQUATION 144-A A) If filter pressure drop is greater than 1 inch W.C. enter filter pressure drop. SPa on line 4 and Total Fan pressure SPf on Line 5. B) Calculate Fan Adjustment and enter on Line 6. C) Calculate Adjusted Fan Power Index and enter on Line 7. 3) TOTAL FAN SYSTEM POWER INDEX (Row 1/Row 2)^ FILTER PRESSURE ADJUSTMENT EQUATION 144-A A) If filter pressure drop is greater than 1 inch W.C. enter filter pressure drop. SPa on line 4 and Total Fan pressure SPf on Line 5. B) Calculate Fan Adjustment and enter on Line 6. C) Calculate Adjusted Fan Power Index and enter on Line 7. 4) SPa FILTER PRESSURE ADJUSTMENT EQUATION 144-A A) If filter pressure drop is greater than 1 inch W.C. enter filter pressure drop. SPa on line 4 and Total Fan pressure SPf on Line 5. B) Calculate Fan Adjustment and enter on Line 6. C) Calculate Adjusted Fan Power Index and enter on Line 7. 5) SPf FILTER PRESSURE ADJUSTMENT EQUATION 144-A A) If filter pressure drop is greater than 1 inch W.C. enter filter pressure drop. SPa on line 4 and Total Fan pressure SPf on Line 5. B) Calculate Fan Adjustment and enter on Line 6. C) Calculate Adjusted Fan Power Index and enter on Line 7. 6) Fan Adjustment = 1-(SPa - 1)/SPf FILTER PRESSURE ADJUSTMENT EQUATION 144-A A) If filter pressure drop is greater than 1 inch W.C. enter filter pressure drop. SPa on line 4 and Total Fan pressure SPf on Line 5. B) Calculate Fan Adjustment and enter on Line 6. C) Calculate Adjusted Fan Power Index and enter on Line 7. 7) ADJUSTED FAN POWER INDEX (Line 3 x Line 6)^ 0.324 1. TOTAL FAN SYSTEM POWER INDEX or ADJUSTED FAN POWER INDEX must not exceed 0.8 W/cfm fbr Constant Volume systems or 1.25 W/cfm fbr VAV systems. ITEM or SYSTEM TAG(S) PRESCRIPTIVE MEASURES Electric Resistance Heating ^ Heat Rejection System ^ Air Cooled Chiller Limitation ^ T-24 Section Capacity Exception Notes PRESCRIPTIVE MEASURES Electric Resistance Heating ^ Heat Rejection System ^ Air Cooled Chiller Limitation ^ 144(g) PRESCRIPTIVE MEASURES Electric Resistance Heating ^ Heat Rejection System ^ Air Cooled Chiller Limitation ^ 144(h) PRESCRIPTIVE MEASURES Electric Resistance Heating ^ Heat Rejection System ^ Air Cooled Chiller Limitation ^ 144 (i) 1. Total installed capacity (MBtu/hr) of all electric heat on this project exclusive of electric auxiliary heat for heat pumps. If electric heat is used, explain which exception(s) to Section(g) apply. 2. Are centrifugal fan cooling towers used on this project? (Enter *Yes* or *No*) If centrifugal fan cooling tower are used, explain which exception(s) to Section 144(h) apply. 3. Total installed capacity (tons) of all water and air cooled chillers under this permit If there are more than 100 tons of air-cooled chiller capacity being installed, explain which exception(s) to Section 144(1) apply. EnergyPro4.4 byEnergySoft User Number 3218 Job Number 041246.10 Page:50of 59 MECHANICAL SIZING AND FAN POWER MECH-4-C PROJECT NAME Carlsbad Ranch Villa 53 DATE 11/18/2007 SYSTEM NAME FC-5323 FLOOR AREA 980 IFAN POWER CONSUMPTION FAN DESCRIPTION Supply Fan DESIGN BRAKE HP 0.250 C 1 D EFFICIENCY MOTOR DRIVE 64.0% 100.0% NUMBER OF FANS 1.0 PEAK WATTS B X E X 746 / (C X D) 291 Total Adjustments FILTER PRESSURE ADJUSTMENT EQUATION 144-A A) If filter pressure drop Is greater than 1 Inch W.C. enter filter pressure drop. SPa on line 4 and Total Fan pressure SPf on Line 5. B) Calculate Fan Adjustment and enter on Line 6. C) Calculate Adjusted Fan Power Index and enter on Line 7. 1) TOTAL FAN SYSTEM POWER (Watts, Sum Column F) 291 FILTER PRESSURE ADJUSTMENT EQUATION 144-A A) If filter pressure drop Is greater than 1 Inch W.C. enter filter pressure drop. SPa on line 4 and Total Fan pressure SPf on Line 5. B) Calculate Fan Adjustment and enter on Line 6. C) Calculate Adjusted Fan Power Index and enter on Line 7. 2) SUPPLY DESIGN AIRFLOW (CFM) 900 FILTER PRESSURE ADJUSTMENT EQUATION 144-A A) If filter pressure drop Is greater than 1 Inch W.C. enter filter pressure drop. SPa on line 4 and Total Fan pressure SPf on Line 5. B) Calculate Fan Adjustment and enter on Line 6. C) Calculate Adjusted Fan Power Index and enter on Line 7. 3) TOTAL FAN SYSTEM POWER INDEX (Row 1/Row 2)^ FILTER PRESSURE ADJUSTMENT EQUATION 144-A A) If filter pressure drop Is greater than 1 Inch W.C. enter filter pressure drop. SPa on line 4 and Total Fan pressure SPf on Line 5. B) Calculate Fan Adjustment and enter on Line 6. C) Calculate Adjusted Fan Power Index and enter on Line 7. 4) SPa FILTER PRESSURE ADJUSTMENT EQUATION 144-A A) If filter pressure drop Is greater than 1 Inch W.C. enter filter pressure drop. SPa on line 4 and Total Fan pressure SPf on Line 5. B) Calculate Fan Adjustment and enter on Line 6. C) Calculate Adjusted Fan Power Index and enter on Line 7. 5) SPf FILTER PRESSURE ADJUSTMENT EQUATION 144-A A) If filter pressure drop Is greater than 1 Inch W.C. enter filter pressure drop. SPa on line 4 and Total Fan pressure SPf on Line 5. B) Calculate Fan Adjustment and enter on Line 6. C) Calculate Adjusted Fan Power Index and enter on Line 7. 6) Fan Adjustment - 1-(SPa - 1)/SPf FILTER PRESSURE ADJUSTMENT EQUATION 144-A A) If filter pressure drop Is greater than 1 Inch W.C. enter filter pressure drop. SPa on line 4 and Total Fan pressure SPf on Line 5. B) Calculate Fan Adjustment and enter on Line 6. C) Calculate Adjusted Fan Power Index and enter on Line 7. 7) ADJUSTED FAN POWER INDEX (Line 3 x Line 6)^ 0.324 1. TOTAL FAN SYSTEM POWER INDEX or ADJUSTED FAN POWER INDEX must not exceed 0.8 W/cfm for Constant Volume systems or 1.25 W/cfm for VAV systems. ITEM or SYSTEM TAG(S) PRESCRIPTIVE MEASURES Electric Resistance Heating ^ Heat Rejection System ^ 3 Air Cooled Chiller Limitation T-24 Section Capacity Exception Notes PRESCRIPTIVE MEASURES Electric Resistance Heating ^ Heat Rejection System ^ 3 Air Cooled Chiller Limitation 144(g) PRESCRIPTIVE MEASURES Electric Resistance Heating ^ Heat Rejection System ^ 3 Air Cooled Chiller Limitation 144(h) PRESCRIPTIVE MEASURES Electric Resistance Heating ^ Heat Rejection System ^ 3 Air Cooled Chiller Limitation 144 (i) 1. Total installed capacity (MBtu/hr) of all electric heat on this project exclusive of electric auxiliary heat for heat pumps. If electric heat is used, explain which exception(s) to Section(g) apply. 2. Are centrifugal fan cooling towers used on this project? (Enter "Yes" or "No") If centrifugal fan cooling tower are used, explain which exception(s) to Section 144(h) apply. 3. Total installed capacity (tons) of all water and air cooled chillers under this permit. If there are more than 100 tons of air-cooled chiller capacity being installed, explain which exception(s) to Section 144(1) apply EnergyPro4.4 byEnergySoft User Number 3218 Job Number 041246.10 Page: 51 of 59 MECHANICAL SIZING AND FAN POWER MECH-4-C PROJECT NAME Carlsbad Ranch Villa 53 DATE 11/18/2007 SYSTEM NAME FC-5322 FLOOR AREA 980 IFAN POWER CONSUMPTION FAN DESCRIPTION Supply Fan DESIGN BRAKE HP 0.250 C 1 D EFFICIENCY MOTOR DRIVE 64.0% 100.0% NUMBER OF FANS 1.0 PEAK WATTS BxEx746/(CXD) 291 Total Adjustments FILTER PRESSURE ADJUSTMENT EQUATION 144-A A) If filter pressure drop is greater than 1 incli W.C. enter filter pressure drop. SPa on line 4 and Total Fan pressure SPf on Line 5. B) Calculate Fan Adjustment and enter on Line 6. C) Calculate Adjusted Fan Power Index and enter on Line 7. 1) TOTAL FAN SYSTEM POWER (Watts, Sum Column F) 291 FILTER PRESSURE ADJUSTMENT EQUATION 144-A A) If filter pressure drop is greater than 1 incli W.C. enter filter pressure drop. SPa on line 4 and Total Fan pressure SPf on Line 5. B) Calculate Fan Adjustment and enter on Line 6. C) Calculate Adjusted Fan Power Index and enter on Line 7. 2) SUPPLY DESIGN AIRFLOW (CFM) 900 FILTER PRESSURE ADJUSTMENT EQUATION 144-A A) If filter pressure drop is greater than 1 incli W.C. enter filter pressure drop. SPa on line 4 and Total Fan pressure SPf on Line 5. B) Calculate Fan Adjustment and enter on Line 6. C) Calculate Adjusted Fan Power Index and enter on Line 7. 3) TOTAL FAN SYSTEM POWER INDEX (Row 1/Row 2)^ FILTER PRESSURE ADJUSTMENT EQUATION 144-A A) If filter pressure drop is greater than 1 incli W.C. enter filter pressure drop. SPa on line 4 and Total Fan pressure SPf on Line 5. B) Calculate Fan Adjustment and enter on Line 6. C) Calculate Adjusted Fan Power Index and enter on Line 7. 4) SPa FILTER PRESSURE ADJUSTMENT EQUATION 144-A A) If filter pressure drop is greater than 1 incli W.C. enter filter pressure drop. SPa on line 4 and Total Fan pressure SPf on Line 5. B) Calculate Fan Adjustment and enter on Line 6. C) Calculate Adjusted Fan Power Index and enter on Line 7. 5) SPf FILTER PRESSURE ADJUSTMENT EQUATION 144-A A) If filter pressure drop is greater than 1 incli W.C. enter filter pressure drop. SPa on line 4 and Total Fan pressure SPf on Line 5. B) Calculate Fan Adjustment and enter on Line 6. C) Calculate Adjusted Fan Power Index and enter on Line 7. 6) Fan Adjustment = 1-(SPa - 1)/SPf FILTER PRESSURE ADJUSTMENT EQUATION 144-A A) If filter pressure drop is greater than 1 incli W.C. enter filter pressure drop. SPa on line 4 and Total Fan pressure SPf on Line 5. B) Calculate Fan Adjustment and enter on Line 6. C) Calculate Adjusted Fan Power Index and enter on Line 7. 7) ADJUSTED FAN POWER INDEX (Line 3 x Line 6)^ 0.324 1. TOTAL FAN SYSTEM POWER INDEX or ADJUSTED FAN POWER INDEX must not exceed 0.8 W/cfm for Constant Volume systems or 1.25 W/cfm fbr VAV systems. ITEM or SYSTEM TAG(S) PRESCRIPTIVE MEASURES Electric Resistance Heating ^ Heat Rejection System ^ Air Cooled Chiller Limitation ^ T-24 Section Capacity Exception Notes PRESCRIPTIVE MEASURES Electric Resistance Heating ^ Heat Rejection System ^ Air Cooled Chiller Limitation ^ 144(g) PRESCRIPTIVE MEASURES Electric Resistance Heating ^ Heat Rejection System ^ Air Cooled Chiller Limitation ^ 144(h) PRESCRIPTIVE MEASURES Electric Resistance Heating ^ Heat Rejection System ^ Air Cooled Chiller Limitation ^ 144 (i) 1. Total installed capacity (MBtu/hr) of all electric heat on this project exclusive of electric auxiliary heat for heat pumps. If electric heat is used, explain which exception(s) to Section(g) apply. 2. Are centrifugal fan cooling towers used on this project? (Enter "Yes" or "No") If centrifugal fan cooling tower are used, explain which exception(s) to Section 144(h) apply. 3. Total installed capacity (tons) of all water and air cooled chillers under this pennit. If there are more than 100 tons of air-cooled chiller capacity being installed, explain which exception(s) to Section 144(1) apply. EnergyPro4.4 byEnergySoft User Number 3218 Job Number 041246.10 Page:52of 59 MECHANICAL SIZING AND FAN POWER MECH-4-C PROJECT NAME Carlsbad Ranch Villa 53 DATE 11/18/2007 SYSTEM NAME FC-5331 FLOOR AREA 685 IFAN POWER CONSUMPTION FAN DESCRIPTION Supply Fan DESIGN BRAKE HP 0.250 C 1 D EFFICIENCY MOTOR DRIVE 64.0% 100.0% NUMBER OF FANS 1.0 PEAK WATTS B X E X 746 / (C X D) 291 Total Adjustments FILTER PRESSURE ADJUSTMENT EQUATION 144-A A) If filter pressure drop Is greater than 1 Inch W.C. enter filter pressure drop. SPa on line 4 and Total Fan pressure SPf on Line 5. B) Calculate Fan Adjustment and enter on Line 6. C) Calculate Adjusted Fan Power Index and enter on Line 7. 1) TOTAL FAN SYSTEM POWER (Watts, Sum Column F) 291 FILTER PRESSURE ADJUSTMENT EQUATION 144-A A) If filter pressure drop Is greater than 1 Inch W.C. enter filter pressure drop. SPa on line 4 and Total Fan pressure SPf on Line 5. B) Calculate Fan Adjustment and enter on Line 6. C) Calculate Adjusted Fan Power Index and enter on Line 7. 2) SUPPLY DESIGN AIRFLOW (CFM) 900 FILTER PRESSURE ADJUSTMENT EQUATION 144-A A) If filter pressure drop Is greater than 1 Inch W.C. enter filter pressure drop. SPa on line 4 and Total Fan pressure SPf on Line 5. B) Calculate Fan Adjustment and enter on Line 6. C) Calculate Adjusted Fan Power Index and enter on Line 7. 3) TOTAL FAN SYSTEM POWER INDEX (Row 1/Row 2)^ FILTER PRESSURE ADJUSTMENT EQUATION 144-A A) If filter pressure drop Is greater than 1 Inch W.C. enter filter pressure drop. SPa on line 4 and Total Fan pressure SPf on Line 5. B) Calculate Fan Adjustment and enter on Line 6. C) Calculate Adjusted Fan Power Index and enter on Line 7. 4) SPa FILTER PRESSURE ADJUSTMENT EQUATION 144-A A) If filter pressure drop Is greater than 1 Inch W.C. enter filter pressure drop. SPa on line 4 and Total Fan pressure SPf on Line 5. B) Calculate Fan Adjustment and enter on Line 6. C) Calculate Adjusted Fan Power Index and enter on Line 7. 5) SPf FILTER PRESSURE ADJUSTMENT EQUATION 144-A A) If filter pressure drop Is greater than 1 Inch W.C. enter filter pressure drop. SPa on line 4 and Total Fan pressure SPf on Line 5. B) Calculate Fan Adjustment and enter on Line 6. C) Calculate Adjusted Fan Power Index and enter on Line 7. 6) Fan Adjustment = 1-(SPa - 1)/SPf FILTER PRESSURE ADJUSTMENT EQUATION 144-A A) If filter pressure drop Is greater than 1 Inch W.C. enter filter pressure drop. SPa on line 4 and Total Fan pressure SPf on Line 5. B) Calculate Fan Adjustment and enter on Line 6. C) Calculate Adjusted Fan Power Index and enter on Line 7. 7) ADJUSTED FAN POWER INDEX (Line 3 x Line 6)^ 0.324 1. TOTAL FAN SYSTEM POWER INDEX Or ADJUSTED FAN POWER INDEX must not exceed 0.8 W/cfm for Constant Volume systems or 1.25 W/cfm fbr VAV systems. ITEM or SYSTEM TAG(S) PRESCRIPTIVE MEASURES Electric Resistance Heating ^ Heat Rejection System ^ 3 Air Cooled Chiller Limitation T-24 Section Capacity Exception Notes PRESCRIPTIVE MEASURES Electric Resistance Heating ^ Heat Rejection System ^ 3 Air Cooled Chiller Limitation 144(g) PRESCRIPTIVE MEASURES Electric Resistance Heating ^ Heat Rejection System ^ 3 Air Cooled Chiller Limitation 144(h) PRESCRIPTIVE MEASURES Electric Resistance Heating ^ Heat Rejection System ^ 3 Air Cooled Chiller Limitation 144 (i) 1. Total installed capacity (MBtu/hr) of all electric heat on this project exclusive of electric auxiilary heat for heat pumps. If electric heat Is used, explain which exception(s) to Section(g) apply. 2. Are centrifugal fan cooling towers used on this project? (Enter "Yes" or "No") If centrifugal fan cooling tower are uted. explain which exceptlon(s) to Section 144(h) apply. 3. Total installed capacity (tons) of all water and air cooled chillers under this pennit If there are more than 100 tons of air-cooled chiller capacity Iwing installed, explain which exceptian(s) to Section 144(1) apply EnergyPro4.4 byEnergySoft User Number 3218 Job Number 041246.10 Page:57of 59 MECHANICAL MANDATORY MEASURES Parti of2 MECH-MM PROJECT NAME Carlsbad Ranch Villa 53 DATE 11/18/2007 DESCRIPTION Designer Enforcement Equipment and Systems Efficiencies • • X §111 appliance for which there is a California standard established in the Appliance Efficiency Regulations will comply with the applicable standard. §115(a) Fan type central furnaces shall not have a pilot light. §123 Piping, except that conveying fluids at temperatures between 60 and 105 degrees Fahrenheit, or within HVAC equipment, shall be insulated in accordance with Standards Section 123. X §124 Air handling duct systems shall be installed and insulated in compliance with Sections 601, 602,603,604, and 605 of the 2001 CMC Standards. Controls §l22(e) Each space conditioning system shall be installed with one of the following: §l22(e)1A Each space conditioning system serving building types such as offices and manufacturing facilities (and ail others not explicitly exempt from the requirements of Section 112 (d)) shall be installed with an automatic time switch with an accessible manual override that allows operation ofthe system during off-hours for up to 4 hours. The time switch shall be capable of programming different schedules for weekdays and weekends and have program backup capabilities that prevent the loss of the device's program and time setting for at least 10 hours if power is interrupted; or I I §l22(e)1B An occupancy sensor to control the operating period ofthe system; or I I §122(e)1C A 4-hour timer that can be manually operated to control the operating period of the system. I I §l22(e)2 Each space conditioning system shall be installed with controls that temporarily restart and temporarily operate the system as required to maintain a setback heating and/or a setup cooling thermostat setpoint. I I §122(g) Each space conditioning system serving multiple zones with a combined conditioned floor area more than 25,000 square feet shall be provided with isolation zones. Each zone: shall not exceed 25,000 square feet; shall be provided with isolation devices, such as valves or dampers, that allow the supply of heating or cooling to be setback or shut off independently of other isolation areas; and shall be controlled by a time control device as described above. [X] §l22(a&b) Each space conditioning system shall be controlled by an individual thermostat that responds to temperature within the zone. Where used to control heating, the control shall be adjustable down to 55 degrees F or lower. For cooling, the control shall be adjustable up to 85 degrees F or higher. Where used for both heating and cooling, the control shall be capable of providing a deadband of at least 5 degrees F within which the supply of heating and cooling Is shut off or reduced to a minimum. I I §122(c) Thermostats shall have numeric setpoints in degrees Fahrenheit (F) and adjustable setpoint stops accessible only to authorized personnel. I I §l12(b) Heat pumps shall be Installed with controls to prevent electric resistance supplementary heater operation when the heating load can be met by the heat pump alone. EnergyPro4.4 byEnergySoft User Number 3218 Job Number 041246.10 Page:58 of 59 MECHANICAL MANDATORY MEASURES Part 2 of 2 MECH-MM PROJECT NAME Carlsbad Ranch Villa 53 DATE 11/18/2007 Description Designer Enforcement Ventilation X §121 (e) Controls shall be provided to allow outside air dampers or devices to be operated at the ventilation rates as specified on these plans. I I §122(f) Gravity or automatic dampers interlocked and closed on fan shutdown shall be provided on the outside air intakes and discharges of all space conditioning and exhaust systems. I I §l22(f) All gravity ventilating systems shall be provided with automatic or readily accessible manually operated dampers in ail openings to the outside, except for combustion air openings. I I §l21(f)1 Air Balancing: The system shall be balanced in accordance with the National Environmental Balancing Bureau (NEBB) Procedural Standards (1983), or Associated Air Balance Council (AABC) National Standards (1989); or I I §l21(f)2 Outside Air Certification: The system shall provide the minimum outside air as shown on the mechanical drawings, and shall be measured and certified by the installing licensed C-20 mechanical contractor and certified by (1) the design mechanical engineer, (2) the installing licenced C-20 mechanical contractor, or (3) the person with overall responsibility for the design of the ventilation system; or I I ^21(f)3 Outside Air Measurement: The system shall be equipped with a calibrated local or remote device capable of measuring the quantity of outside air on a continuous basis and displaying that quantity on a readily accessible display divice; or I I §t21(f)4 Another method approved by the Commission. Service Water Heating Systems X §113(b)2 If a circulating hot water system is installed, it shall have a control capable of automatically turning off the circulating pump(s) when hot water is not required. I I §113(c) Lavatories in restrooms of public facilities shall be equipped with controls to limit the outlet temperature to 110 degrees F. EnergyPro4.4 byEnergySoft User Number 3218 Job Number 041246.10 Page:59 of 59 MECHANICAL SIZING AND FAN POWER MECH-4-C PROJECT NAME Carlsbad Ranch Villa 53 DATE 11/18/2007 SYSTEM NAME FC-5321 FLOOR AREA 980 IFAN POWER CONSUMPTION FAN DESCRIPTION Supply Fan DESIGN BRAKE HP 0.250 C 1 D EFFICIENCY MOTOR DRIVE 64.0% 100.0% NUMBER OF FANS 1.0 PEAK WATTS B x E X 746 / (C X D) 291 Total Adjustments FILTER PRESSURE ADJUSTMENT EQUATION 144-A A) If filter pressure drop is greaterthan 1 inch W.C. enter filter pressure drop. SPa on line 4 and Total Fan pressure SPf on Line 5. B) Calculate Fan Adjustment and enter on Line 6. C) Calculate Adjusted Fan Power Index and enter on Line 7. 1) TOTAL FAN SYSTEM POWER (Watts, Sum Column F) 291 FILTER PRESSURE ADJUSTMENT EQUATION 144-A A) If filter pressure drop is greaterthan 1 inch W.C. enter filter pressure drop. SPa on line 4 and Total Fan pressure SPf on Line 5. B) Calculate Fan Adjustment and enter on Line 6. C) Calculate Adjusted Fan Power Index and enter on Line 7. 2) SUPPLY DESIGN AIRFLOW (CFM) 900 FILTER PRESSURE ADJUSTMENT EQUATION 144-A A) If filter pressure drop is greaterthan 1 inch W.C. enter filter pressure drop. SPa on line 4 and Total Fan pressure SPf on Line 5. B) Calculate Fan Adjustment and enter on Line 6. C) Calculate Adjusted Fan Power Index and enter on Line 7. 3) TOTAL FAN SYSTEM POWER INDEX (Row 1/Row 2)^ FILTER PRESSURE ADJUSTMENT EQUATION 144-A A) If filter pressure drop is greaterthan 1 inch W.C. enter filter pressure drop. SPa on line 4 and Total Fan pressure SPf on Line 5. B) Calculate Fan Adjustment and enter on Line 6. C) Calculate Adjusted Fan Power Index and enter on Line 7. 4) SPa FILTER PRESSURE ADJUSTMENT EQUATION 144-A A) If filter pressure drop is greaterthan 1 inch W.C. enter filter pressure drop. SPa on line 4 and Total Fan pressure SPf on Line 5. B) Calculate Fan Adjustment and enter on Line 6. C) Calculate Adjusted Fan Power Index and enter on Line 7. 5) SPf FILTER PRESSURE ADJUSTMENT EQUATION 144-A A) If filter pressure drop is greaterthan 1 inch W.C. enter filter pressure drop. SPa on line 4 and Total Fan pressure SPf on Line 5. B) Calculate Fan Adjustment and enter on Line 6. C) Calculate Adjusted Fan Power Index and enter on Line 7. 6) Fan Adjustment» 1-(SPa - 1)/SPf FILTER PRESSURE ADJUSTMENT EQUATION 144-A A) If filter pressure drop is greaterthan 1 inch W.C. enter filter pressure drop. SPa on line 4 and Total Fan pressure SPf on Line 5. B) Calculate Fan Adjustment and enter on Line 6. C) Calculate Adjusted Fan Power Index and enter on Line 7. 7) ADJl/STED FAN POWER INDEX (Line 3 x Line 6)^ 0.324 1. TOTAL FAN SYSTEM POWER INDEX or ADJUSTED FAN POWER INDEX must not exceed 0.8 W/cfm for Constant Volume systems or 1.25 W/cfm for VAV systems. ITEM or SYSTEM TAG(S) PRESCRIPTIVE MEASURES Electric Resistance Heating ^ Heat Rejection System ^ Air Cooled Chiller Limitation ^ T-24 Section Capacity Exception Notes PRESCRIPTIVE MEASURES Electric Resistance Heating ^ Heat Rejection System ^ Air Cooled Chiller Limitation ^ 144(g) PRESCRIPTIVE MEASURES Electric Resistance Heating ^ Heat Rejection System ^ Air Cooled Chiller Limitation ^ 144(h) PRESCRIPTIVE MEASURES Electric Resistance Heating ^ Heat Rejection System ^ Air Cooled Chiller Limitation ^ 144 (i) 1. Total Installed capacity (MBtu/hr) of all electric heat on this project exclusive of electric auxiliary heat for heat pumps. If electric heat Is used, explain which exceptlon(s) to Sectlon(g) apply. 2. Are centrifugaitan cooling towers used on this project? (Enter *Yes* or'No') If centrifugal fan cooling tower are used, explain which exception(s) to Section 144(h) apply. 3. Total Installed capacity (tons) of all water and air cooled chillers under this permit. If there are more than 100 tons of air^XMled chiller capacity l>elng Installed, explain which exceptlon(s) to Section 144(1) apply. EnergyPro4.4 byEnergySoft User Number: 3218 Job Number: 041246.10 Page:53of 59 MECHANICAL SIZING AND FAN POWER MECH-4-C PROJECT NAME Carlsbad Ranch Villa 53 DATE 11/18/2007 SYSTEM NAME FC-5334 FLOOR AREA 685 IFAN POWER CONSUMPTION FAN DESCRIPTION Supply Fan DESIGN BRAKE HP 0.250 C 1 D EFFICIENCY MOTOR DRIVE 64.0% 100.0% NUMBER OF FANS 1.0 PEAK WATTS B X E X 746 / (C X D) 291 Total Adjustments FILTER PRESSURE ADJUSTMENT EQUATION 144-A A) If filter pressure drop Is greater ttian 1 Inch W.C. enter filter pressure drop. SPa on line 4 and Total Fan pressure SPf on Line 5. B) Calculate Fan Adjustment and enter on Line 6. C) Calculate Adjusted Fan Power Index and enter on Line 7. 1) TOTAL FAN SYSTEM POWER (Watts, Sum Column F) 291 FILTER PRESSURE ADJUSTMENT EQUATION 144-A A) If filter pressure drop Is greater ttian 1 Inch W.C. enter filter pressure drop. SPa on line 4 and Total Fan pressure SPf on Line 5. B) Calculate Fan Adjustment and enter on Line 6. C) Calculate Adjusted Fan Power Index and enter on Line 7. 2) SUPPLY DESIGN AIRFLOW (CFM) 900 FILTER PRESSURE ADJUSTMENT EQUATION 144-A A) If filter pressure drop Is greater ttian 1 Inch W.C. enter filter pressure drop. SPa on line 4 and Total Fan pressure SPf on Line 5. B) Calculate Fan Adjustment and enter on Line 6. C) Calculate Adjusted Fan Power Index and enter on Line 7. 3) TOTAL FAN SYSTEM POWER INDEX (Row 1/Row 2)^ FILTER PRESSURE ADJUSTMENT EQUATION 144-A A) If filter pressure drop Is greater ttian 1 Inch W.C. enter filter pressure drop. SPa on line 4 and Total Fan pressure SPf on Line 5. B) Calculate Fan Adjustment and enter on Line 6. C) Calculate Adjusted Fan Power Index and enter on Line 7. 4) SPa FILTER PRESSURE ADJUSTMENT EQUATION 144-A A) If filter pressure drop Is greater ttian 1 Inch W.C. enter filter pressure drop. SPa on line 4 and Total Fan pressure SPf on Line 5. B) Calculate Fan Adjustment and enter on Line 6. C) Calculate Adjusted Fan Power Index and enter on Line 7. 5) SPf FILTER PRESSURE ADJUSTMENT EQUATION 144-A A) If filter pressure drop Is greater ttian 1 Inch W.C. enter filter pressure drop. SPa on line 4 and Total Fan pressure SPf on Line 5. B) Calculate Fan Adjustment and enter on Line 6. C) Calculate Adjusted Fan Power Index and enter on Line 7. 6) Fan Adjustment = 1-(SPa - 1)/SPf FILTER PRESSURE ADJUSTMENT EQUATION 144-A A) If filter pressure drop Is greater ttian 1 Inch W.C. enter filter pressure drop. SPa on line 4 and Total Fan pressure SPf on Line 5. B) Calculate Fan Adjustment and enter on Line 6. C) Calculate Adjusted Fan Power Index and enter on Line 7. 7) ADJUSTED FAN POWER INDEX (Line 3 x Line 6)^ 0.324 1. TOTAL FAN SYSTEM POWER INDEX or ADJUSTED FAN POWER INDEX must not exceed 0.8 W/cfm for Constant Volume systems or 1.25 W/cfm for VAV systems. ITEM or SYSTEM TAG(S) PRESCRIPTIVE n/IEASURES Electric Resistance Heating ^ Heat Rejection System ^ Air Cooled Chiller Limitation T-24 Section Capacity Exception Notes PRESCRIPTIVE n/IEASURES Electric Resistance Heating ^ Heat Rejection System ^ Air Cooled Chiller Limitation 144(g) PRESCRIPTIVE n/IEASURES Electric Resistance Heating ^ Heat Rejection System ^ Air Cooled Chiller Limitation 144(h) PRESCRIPTIVE n/IEASURES Electric Resistance Heating ^ Heat Rejection System ^ Air Cooled Chiller Limitation 144 (i) 1. Total installed capacity (MBtu/hr) of all electric heat on this project exclusive of electric auxiliary heat for heat pumps. If electric heat is used, explain which exception(s) to Sectlon(g) apply. 2. Are centrifugal fan cooling towers used on this project? (Enter "Yes" or "No") If centrifugal fan cooling tower are used, explain which exception(s) to Section 144(h) apply. 3. Total installed capacity (tons) of all water and air cooled chillers under this pemiit If there are more than 100 tons of air-cooled chiller capacity being installed, explain which exception(s) to Section 144(1) apply. EnergyPro4.4 byEnergySoft User Number: 3218 Job Number 041246.10 Page:54of 59 MECHANICAL SIZING AND FAN POWER MECH-4-C PROJECT NAME Carlsbad Ranch Villa 53 DATE 11/18/2007 SYSTEM NAME FC-5333 FLOOR AREA 980 IFAN POWER CONSUMPTION FAN DESCRIPTION Supply Fan DESIGN BRAKE HP 0.250 C 1 D EFFICIENCY MOTOR DRIVE 64.0% 100.0% NUMBER OF FANS 1.0 PEAK WATTS B x E X 746 / (C X D) 291 Total Adjustments FILTER PRESSURE ADJUSTMENT EQUATION 144-A A) If filter pressure drop is greaterthan 1 Inch W.C. enter filter pressure drop. SPa on line 4 and Total Fan pressure SPf on Line 5. B) Calculate Fan Adjustment and enter on Line 6. C) Calculate Adjusted Fan Power Index and enter on Line 7. 1) TOTAL FAN SYSTEM POWER (Watts, Sum Column F) 291 FILTER PRESSURE ADJUSTMENT EQUATION 144-A A) If filter pressure drop is greaterthan 1 Inch W.C. enter filter pressure drop. SPa on line 4 and Total Fan pressure SPf on Line 5. B) Calculate Fan Adjustment and enter on Line 6. C) Calculate Adjusted Fan Power Index and enter on Line 7. 2) SUPPLY DESIGN AIRFLOW (CFM) 900 FILTER PRESSURE ADJUSTMENT EQUATION 144-A A) If filter pressure drop is greaterthan 1 Inch W.C. enter filter pressure drop. SPa on line 4 and Total Fan pressure SPf on Line 5. B) Calculate Fan Adjustment and enter on Line 6. C) Calculate Adjusted Fan Power Index and enter on Line 7. 3) TOTAL FAN SYSTEM POWER INDEX (Row 1/Row 2)^ FILTER PRESSURE ADJUSTMENT EQUATION 144-A A) If filter pressure drop is greaterthan 1 Inch W.C. enter filter pressure drop. SPa on line 4 and Total Fan pressure SPf on Line 5. B) Calculate Fan Adjustment and enter on Line 6. C) Calculate Adjusted Fan Power Index and enter on Line 7. 4) SPa FILTER PRESSURE ADJUSTMENT EQUATION 144-A A) If filter pressure drop is greaterthan 1 Inch W.C. enter filter pressure drop. SPa on line 4 and Total Fan pressure SPf on Line 5. B) Calculate Fan Adjustment and enter on Line 6. C) Calculate Adjusted Fan Power Index and enter on Line 7. 5) SPf FILTER PRESSURE ADJUSTMENT EQUATION 144-A A) If filter pressure drop is greaterthan 1 Inch W.C. enter filter pressure drop. SPa on line 4 and Total Fan pressure SPf on Line 5. B) Calculate Fan Adjustment and enter on Line 6. C) Calculate Adjusted Fan Power Index and enter on Line 7. 6) Fan Adjustment = 1-(SPa - 1)/SPf FILTER PRESSURE ADJUSTMENT EQUATION 144-A A) If filter pressure drop is greaterthan 1 Inch W.C. enter filter pressure drop. SPa on line 4 and Total Fan pressure SPf on Line 5. B) Calculate Fan Adjustment and enter on Line 6. C) Calculate Adjusted Fan Power Index and enter on Line 7. 7) ADJUSTED FAN POWER INDEX (Line 3 x Line 6)^ 0.324 1. TOTAL FAN SYSTEM POWER INDEX or ADJUSTED FAN POWER INDEX must not exceed 0.8 W/cfm fbr Constant Volume systems or 1.25 W/cfm fbr VAV systems. ITEM or SYSTEM TAG(S) PRESCRIPTIVE IUIEASURES Electric Resistance Heating ^ Heat Rejection System ^ Air Cooled Chiller Limitation ^ T-24 Section Capacity Exception Notes PRESCRIPTIVE IUIEASURES Electric Resistance Heating ^ Heat Rejection System ^ Air Cooled Chiller Limitation ^ 144(g) PRESCRIPTIVE IUIEASURES Electric Resistance Heating ^ Heat Rejection System ^ Air Cooled Chiller Limitation ^ 144(h) PRESCRIPTIVE IUIEASURES Electric Resistance Heating ^ Heat Rejection System ^ Air Cooled Chiller Limitation ^ 144 (i) 1. Total Installed capacity (MBtu/hr) of all electric heat on this project exclusive of electric auxiliary heat for heat pumps. If electric heat Is used, explain which exception(s) to Section(g) apply. 2. Are centrifugal fan cooling towers used on this project? (Enter "Yes* or "No") If centrifugal fan cooling tower are used, explain which exception(s) to Section 144(h) apply. 3. Total installed capacity (tons) of all water and air cooled chillers under this pennit. If there are more than 100 tons of air-cooled chiller capacity being installed, explain which exception(s) to Section 144(i) apply. EnergyPro 4.4 by EnergySoft User Number. 321B Job Number. 041246.10 Pa9e:55of 59 MECHANICAL SIZING AND FAN POWER MECH-4-C PROJECT NAME Carlsbad Ranch Villa 53 DATE 11/18/2007 SYSTEM NAME FC-5332 FLOOR AREA 980 IFAN POWER CONSUMPTION FAN DESCRIPTION Supply Fan DESIGN BRAKE HP 0.250 C 1 D EFFICIENCY MOTOR DRIVE 64.0% 100.0% NUMBER OF FANS 1.0 PEAK WATTS B X E X 746 / (C X D) 291 Total Adjustments FILTER PRESSURE ADJUSTMENT EQUATION 144-A A) If filter pressure drop is greater than 1 Inch W.C. enter filter pressure drop. SPa on line 4 and Total Fan pressure SPf on Line 5. B) Calculate Fan Adjustment and enter on Line 6. C) Calculate Adjusted Fan Power Index and enter on Line 7. 1) TOTAL FAN SYSTEM POWER (Watts, Sum Column F) 291 FILTER PRESSURE ADJUSTMENT EQUATION 144-A A) If filter pressure drop is greater than 1 Inch W.C. enter filter pressure drop. SPa on line 4 and Total Fan pressure SPf on Line 5. B) Calculate Fan Adjustment and enter on Line 6. C) Calculate Adjusted Fan Power Index and enter on Line 7. 2) SUPPLY DESIGN AIRFLOW (CFM) 900 FILTER PRESSURE ADJUSTMENT EQUATION 144-A A) If filter pressure drop is greater than 1 Inch W.C. enter filter pressure drop. SPa on line 4 and Total Fan pressure SPf on Line 5. B) Calculate Fan Adjustment and enter on Line 6. C) Calculate Adjusted Fan Power Index and enter on Line 7. 3) TOTAL FAN SYSTEM POWER INDEX (Row 1/Row 2)^ FILTER PRESSURE ADJUSTMENT EQUATION 144-A A) If filter pressure drop is greater than 1 Inch W.C. enter filter pressure drop. SPa on line 4 and Total Fan pressure SPf on Line 5. B) Calculate Fan Adjustment and enter on Line 6. C) Calculate Adjusted Fan Power Index and enter on Line 7. 4) SPa FILTER PRESSURE ADJUSTMENT EQUATION 144-A A) If filter pressure drop is greater than 1 Inch W.C. enter filter pressure drop. SPa on line 4 and Total Fan pressure SPf on Line 5. B) Calculate Fan Adjustment and enter on Line 6. C) Calculate Adjusted Fan Power Index and enter on Line 7. 5) SPf FILTER PRESSURE ADJUSTMENT EQUATION 144-A A) If filter pressure drop is greater than 1 Inch W.C. enter filter pressure drop. SPa on line 4 and Total Fan pressure SPf on Line 5. B) Calculate Fan Adjustment and enter on Line 6. C) Calculate Adjusted Fan Power Index and enter on Line 7. 6) Fan Adjustment = 1-(SPa - 1)/SPf FILTER PRESSURE ADJUSTMENT EQUATION 144-A A) If filter pressure drop is greater than 1 Inch W.C. enter filter pressure drop. SPa on line 4 and Total Fan pressure SPf on Line 5. B) Calculate Fan Adjustment and enter on Line 6. C) Calculate Adjusted Fan Power Index and enter on Line 7. 7) ADJUSTED FAN POWER INDEX (Line 3 x Line 6)^ 0.324 1. TOTAL FAN SYSTEM POWER INDEX or ADJUSTED FAN POWER INDEX must not exceed 0.8 W/cfm for Constant Volume systems or 1.25 W/cfm fbr VAV systems. ITEM or SYSTEM TAG(S) PRESCRIPTIVE MEASURES Electric Resistance Heating ^ Heat Rejection System ^ Air Cooled Chiller Limitation ^ T-24 Section Capacity Exception Notes PRESCRIPTIVE MEASURES Electric Resistance Heating ^ Heat Rejection System ^ Air Cooled Chiller Limitation ^ 144(g) PRESCRIPTIVE MEASURES Electric Resistance Heating ^ Heat Rejection System ^ Air Cooled Chiller Limitation ^ 144(h) PRESCRIPTIVE MEASURES Electric Resistance Heating ^ Heat Rejection System ^ Air Cooled Chiller Limitation ^ 144(1) 1. Total Installed capacity (MBtu/hr) of all electric heat on this project exclusive of electric auxiliary heat for heat pumps. If electric heat Is used, explain which exception(s) to Section(g) apply. 2. Are centrifugal fan cooling towers used on this project? (Enter "Yes" or "No") If centrifugal fan cooling tower are used, explain which exception(s) to Section 144(h) apply. 3. Total Installed capacity (tons) of all water and air cooled chillers under this pemnlt. If there are more than 100 tons of air-cooled chiller capacity being Installed, explain which exception(s) to Section 144(1) apply. EnergyPro4.4 byEnergySoft User Number: 3218 Job Number 041246.10 Page: 56 of 59 'PlAY-06-2008 TUE 01:21 PM CITY OF CARSLBAD FAX NO. 760 602 8558 P. 04 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. GRAND PACIFIC RESORTS NAME OF OWNER TELEPHONE 5900 PASTEUR CT STE 200 1700 DRAKE WAY ADDRESS PROJECT ADDRESS CARLSBAD CA 92008 CARLSBAD, CA 92008 CITY, STATE ZIP CITY, STATE ZIP 211 130 03 00 ASSESSOR PARCEL NUMBER<S) OR APN(S) AND L(5T NUMBERS(S) ir NOT YET SUBDIVIDED BY COUNTY ASSESSOR CB072934 BUILDING PERMIT NUMBER(S) AS CITED BY ORDINANCE NO. NS-1 5S 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 PERMrT. 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 INITIAUZING THE APPROPRIATE LINE BELOW: OPTION (1); 1 ELECT TO PAY THE SPECIAL TAX - ONE TIME NOW, AS A ONE-TIME PAYMENT. AMOUNT OF ONE-TIME SPECIAL TAX: $ 10,542.97 OWNER'S INITIALS .. OPTION (2): 1 ELECT TO PAY THE SPECIAL DEVELOPMENT TAX ANNUALLY FOR A PERIOD NOT TO EXCEED TWENTYHFJVE (25) YEARS. MAXIMUM ANNUAL sPeciALJCAxr$"i ,455.98 OWNER'S \H\jyALS^,Jj^\ I DO HEREBY CERTIFY UNDER PENALIY OF PERJURY THAT THE UNDERSIGNED IS THE PROPERTY OWftJER OF THE SUBJECT PROPERTY AND THAT I UNDERSTAND /AND WILL COM%^//lTH THE PROVISION AS STATED ABOVE PRINT NAME TITLE DATE THE CITY OF CARLSBAD HAS NOT INDEPENDENTLY VERIFIED THE INFORMATION SHOWN ABOVE. THef«EFORE WE ACCEPT NO RESPONSIBlLnfY AS TO THE ACCURACY OR COMPLETENESS OF THIS INFORMATION. LAND USE. FY, FACTORAOC 12/93 .5480X SQUARE FT. 19,239^= 10,542.97 4 HAV-06-2008 TUE 01:20 PH CITY OF CARSLBAD FAX NO. 760 602 8558 P. 02 City of Carlsbad Building Department CERTIFIC'ATE OF COMPLIANCE PAYMENT OF SCHOOL FEES OR OTHER MITICATIQN 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 pemiit without a completed school fee form. Project Name: Building Pemiit Plan Check Number: Project Address: A.P.N.: Project Applicant (Owner Name): Project Description: Building Type: Residential: Second Dwelling Unit: Residential Additions: Commercial/Industrial: City Certification of Applicant Infomiation: GRAND PACIFIC RESORTS "VILLA 53" CB 072934 1700 DRAKE WAY 211 130 03 00 GRAND PACIFIC RESORTS 3 STORY TIMESHARE BLDG S3 UNITS V-B New Dwelling Units Square Feet of Living Area in New Dwellino Square Feet of Living Area in SDU Net Square Feet New Area 19,239 Square Feet Floor Area .3^ Date: 05/05/2008 lOOL DISTRICTS WITHIN THE CITY OF CARLSBAD VUta Unified School District 1234 Arcadia Drive Vista CA 92083 (726-2170) San Murcos Unified School District 2]SNfaUiWay San Marcos, CA 92069 (290-2649) Contact: Nancy Dolce (By Appt. Only) Bncininis UrtiAil School District 101 South Rancho Santa Fe Rd Bncinitas, CA 92024 (944-4300 ext 166) San Dieguito Union High School District 710 Bnciiiitas Blvd. Encinitas. CA 92024 (753-6491) Certification of Applicant/Owners. Tlie person executing this declaration COwner^ cerlifiea under penalty of perjuty that (1) the information provided above is conact and true to the be$t of the Ovwier's Itnowledge. 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 dwellina units or square 5 . zr^^ " • 'H^ I*®""" ^ '^^^ determination of units or square footage is found to be incorrect and IJ^'- ' J. owner/developer of the above described project(8), or that the pereon executing this declaration is authorized to sign on behalf of the Ov^rer.) Signature; Revised 3/30/2006 Date: flAY-06-2008 TUE 01:20 PH CITY OF CARSLBAD FAX NO. 760 602 8558 P. 03 SCHOOL DISTRICT SCHOOL FEE CERTIFICATION (To be completed by the school clistrlct(s)) THIS FORM INDICATES THAT THE SCHOOL DISTRICT REQUIREMENTS FOR THE PROJECT HAVE 13EEN 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 detennined 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 mmmmm /— ASSISTMTSUPERINTENDENT CARLSBAD IMIED SQIOOLDlgim' 6225 a CAMINO REAL CARLSBAD. CAQ2np9 Revised 3/30/2006 r- O " * S -H m 5 03 -< 73 c CO CO o z c Tl m s |y> , <o o w o ;D m 0) O 73 H e (O SB S > CO a s 9 -6 00 5 Tl D 3 10-23-2009 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Plan Check Revision Permit No:PCR09123 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type: Parcel No: Valuation: Reference #: PC #: Project Title: Applicant: RUSS ONUFER 1700 DRAKE WY CBAD PGR 2111300300 Lot#: $0.00 Construction Type: CB072934 0 NEW CARLSBAD RANCH RESORT: CHANGES TO RESTROOMS (10XTHROUGHUT)/REVISED Status: Applied: Entered By: Plan Approved: Issued: Inspect Area: Owner: GRAND PACIFIC CARLSBAD L P WITHDRAW 09/21/2009 JMA 619-297-8066 5900 PASTEUR CT #200 CARLSBAD CA 92008 Plan Check Revision Fee Additional Fees $0.00 $0.00 Total Fees: $0.00 Total Payments To Date: $0.00 Balance Due: $0.00 Inspector: FINAL APPROVAL Date: Clearance: NOTICE: Please take NOTICE that approval ol your project includes the Imposition" ol lees, dedications, resewations, or other exactions hereafter collectively referred to as lees/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 sewioe fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which vou have oreviouslv been given a NOTICE similar to this, or as to which the statute of limitations has oreviouslv othen/vise expired. ^ CITY OF CARLSBAD PLAN CHECK REVISION APPLICATION B-15 Development Services Building Department 1635 Faraday Avenue 760-602-2719 www.carlsbadca.gov Plan Check Revision No. _s Project Address 12;^ .Original Plan Check No. Date CA/2-\/O'] Contact ^uSS <OMUf£K. Ph lp{^-'^V'&Mfi FaxM^zMJz^^mail h^SSo l^ndacXiOC.COrh Contact Address r^^^P; ^ANJ)>€<;C? City Die^o Zip § ^d-HO General Scope ofWork "Resrutoom R^\tis>oNJ^/iA)>K>tovj RB/isiotj jf T^vu£.e^ 1z-e^\^)t>M Original plans prepared by an architect or engineer, revisions must be signed & stamped by that person. 1 Elements revised: 0^Plans • Calculations • Soils 0 Energy • Other 2 Describe revisions in detail 3 List page(s) where each revision is shown 4 List revised sheets that replace existing sheets ALL- suter^ ^AJ 3^ hlJ)'>^ 2f^yi<>Bh oui^ho^ AT €K/hS of /A/ l^e-'SuB/nnTk /3uiz^f\LAj(> rb Ca?^)Aj/r7B p^itocsnf^ ^2A/f)LijMni>A 5 Does this revision, in any way, alter the exterior of the project? 0^es 6 Does this revision add ANY new floor area(s)? • Yes 0^o T Does this revision affect any fire related issues? • Yes [^No 8 Is this a complete set? • Yes ^f^o • No ^Signatur 1635 Faraday Avenue, Carlsbad, CA 92008 Phone: 760-602-2717/2718/2719 www.carlsbadca.gov Fax: 760-602-8558 EsGil Corporation In <Partnersfiip witH government for (BuiCcfing Safety DATE: September 28, 2009 aAPPUCANT ^JURI^ JURISDICTION: Carlsbad • PLAN REVIEWER • FILE PLAN CHECK NO.: 07-2934 REV SET: I PROJECT ADDRESS: 1700 Drake Way PROJECT NAME: Villa 53; Carlsbad Ranch Resort I I The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. 1 XI The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified bel6w are resolved and checked by building department staff. I I The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. I I The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. I I The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. I I The applicant's copy of the check list has been sent to: IXI Esgil Corporation staff did not advise the applicant that the plan check has been completed. I I Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by: ) Fax #: Mail Telephone Fax In Person XI REMARKS: On sheet E-3.1, an additional outlet (GFI protected) must be added in between the two lavatories of the bathrooms between Lines L/M and between Lines G/H. By: Kurt Culver Enclosures: Previously-approved Esgil Corporation plans IS GA MB • EJ • PC 9/24/09 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 .Carlsbad 07-2934 REV September 28, 2009 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: 07-2934 REV PREPARED BY: Kurt Culver DATE: September 28, 2009 BUILDING ADDRESS: 1700 Drake Way BUILDING OCCUPANCY: TYPE OF CONSTRUCTION: BUILDING PORTION AREA (Sq.Ft.) Valuation Multiplier Reg. Mod. VALUE ($) Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code cb By Ordinance BIdg. Permit Fee by Ordinance Plan Check Fee by Ordinance | $250.00 Type of Review: r Repetitive Fee j"^j Repeats r 1 * Based on hourly rate r" Complete Review r other P Hourly EsGil Fee r structural Only $100.00 Hrs. @ $200.00 Comments: Sheet 1 of 1 macvalue.doc PLANNING/ENGINEERING APPROVALS PERMIT NUMBER ADDRESS [lOD 'V^O • \ DATE RESIDENTIAL TENANT IMPROVEMENT RESIDENTIAL ADDITION MINOR PLAZA CAMINO REAL (<$10,000.00) CARLSBAD COMPANY STORES POOL / SPA RETAINING WALL VILLAGE FAIRE COMPLETE OFFICE BUILDING OTHER PLANNER ENGINEER ATE DATE PCR09123 1700 DRAKEWY CARLSBAD RANCH RESORT: CHANGES TO RESTROOMS Building Planning Engineering Nee«i7 Approved . / pLite, Building Planning Engineering Fire . HazMat APCD Health FormVFeeS sent Reed Oue7 CFD V N Fire r M FOG y N HazMaVAPCD Y N Health Y N PFF V N PE&M Y N School Y N Sewer Y N Stormwater Y N V N V N Comments Date Date Date Application Compiete7 r N Fees Compiete? v N BJ 03-15-2010 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Plan Check Revision Permit No:PCRl0024 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type: Parcel No: Valuation: Reference #: PC #: Project Title: 1700 DRAKE WY CBAD PCR 2111300300 Lot#: $0.00 Construction Type: CB072934 0 NEW CARLSBAD RANCH RESORT- MINOR ARCHITECTURAL CLARIFICATIONS AND STRUCTURAL Status Applied Entered By: Plan Approved Issued Inspect Area ISSUED 03/10/2010 LSM 03/15/2010 03/15/2010 Applicant: RUSS ONUFER Owner: GRAND PACIFIC CARLSBAD L P 2398 SAN DIEGO AV SAN DIEGO 92110 5900 PASTEUR CT #200 CARLSBAD CA 92008 Plan Check Revision Fee Additional Fees $250.00 $0.00 Total Fees: $250.00 Total Payments To Date: $250.00 Balance Due: $0.00 Inspector: FINAL APPROVAL Date: Clearance: NOTICE: Please take NOTICE that approval of your project Includes the "Imposition* of fees, dedications, reservations, or other exactions hereafter collectively refered 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 attacic, 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 i;if which vou have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired. CITY OF CARLSBAD PLAN CHECK REVISION APPLICATION B-15 Development Services Building Department 1635 Faraday Avenue 760-602-2719 www.carlsbadca.gov Plan Check Revision No. P<1^ /Q QA^ Original Plan Check No. (2^0 "7=^ 3 Project Address (lOQ DiB-AV^ WA^ Date B-C^-jP Contact f^^^ CUf£ff Phbl°i~'^'D-9)(Xie FaxU±2Kl:3^^ Email /T^^<>0/9g<ftAA7<:.Co/H Contact Address Sft>^ bx&(yO /fvE. City *>>D> Zip ^"Z^^b General Scope of \H/ork ^tM/t^pKAno^^ TO p^/ii^jrnih. St-T fa A Cc^sr^ori orJ Original plans prepared by an architect or engineer, revisions must be signed & stamped by that person. 1 Elements revised: ^ P\ans • Calculations • Soils • Energy • Other 2 Describe revisions in detail 3 List page(s) where each revision is shown 4 List revised sheets that replace existing sheets 5 Does this revision, in any way, alter the exterior of the project? • Yes 6 Does this revision add ANY new floor area(s)? • Yes No 7 Does this revision affect any fire related issues? O Yes No 8 Is this a complete set? • Yes ^^Z^ No ^Signature "^^^^^a^^^J^^^^^^^ ^No 1635 Faraday Avenue, Carlsbad, CA 92008 Phone: 760-602-2717/2718 /2719 www.carlsbadca.gov Fax: 760-602-8558 # BURKETT&WONG DATE: December 10*, 2009 ENGINEERS ENGINEER: Charlie Colvin PROJECT: Carlsbad Ranch Villa 53 Carlsbad, CA Delta 64-11/20/09 Narrative of Changes 51.1 - Detail 5 - updated to show truss clips in lieu of previous support 51.2 - Detail 5 - added detail for contractors clarification, per discussions Detail 8 - Removed post caps per contractors request. 51.3 - Detail 3 and 8 - modified to accommodate post-installed bolts because (e) bolts were removed Detail 2 - corrected callout to 17/- Detail 10 - added 19/- callout and trimmer callout Detail 13 - corrected callout to 21- Detail 15a - changed roof to unblocked roof Detail 17 - modified schedule for Titen AB use due to (e) conditions Detail 19 - coordinated with details 3 and 8, and corrected callout to detail 21- removed masonry special inspection table. added detail 18/S3.1 callout to clarify plan and added note to sheath exterior Added 8A/S6.1 callout per contractor discussion to accommodate strap at step. Changed framing at unit entry to omit header and lengthen exterior joists, per contractors request. 52.2 - Same as S2.1 and noted unblocked roof ply at low roofs. Added unblocked roof note at roof ply. Detail 8a - added A to accommodate strap at step as coordinated with contractor Detail 9 - fixed hanger callout typo. Detail 13 - added E.N. callout Detail 14 -fixed graphic Detail 17 - replaced hardware with plywood lap per contractor request. Detail 18 - reconfigured detail to coordinate with step geometry Detail 19 - fixed graphic Detail 20 - Same as detail 18 and 19 Detail 11 - switched engineered lumber to solid sawn, changed to HI hanger at 16" o.c. per contractors request. Detail 16 - switched engineered lumber to solid sawn Detail 18 - added "weld" to callout for clarity 56.3 - Detail 4 - clarified span callout Detail 9 - omitted 2X callout to coordinate with detail 4 Detail 13 - added note to be able to use 8d nails in lieu of lOd at perforated shear wall per contractors request. Detail 19 - changed to through bolts in lieu of welded studs 56.4 - Detail 1 - removed hanger and called out t.n. for conection Detail 4 - switched blocking to solid sawn Detail 9 - same as detail 4 S1.4- S2.0- S2.1- S2.3 S6.1 S6.2- 3434 Fourth Avenue, San Diego, California 92103-4911 Telephone: (619) 299-5550 San Diego • Las Vegas www.burkett-wong.com =3^: (619) 299-9934 ^ ^ * J • • • • • • • • • 2.198 San Diego Avenue, San Diego, California, 92110 NOGLE ONUFER ASSOCIATES ARCHITECTS Telephone: (619) 297-8066 FAX: (619)297-8055 Villa 53- 1700 Drake Way Existing PCR-09140 Sheet A-7 1. Drywall clarifications for the different wall types were changed. a. See notes 35, 37-39,42,43, and 48. b. See also wall finish types 5,11, and 13-15. Sheet A-10 1. Detail #4 window opening clarified. 2. Detail #8 projection distances revised. 3. Detail #26 clarifies waterproofing at the railings and the backing used. Sheet A-11 1. Detail #5, Clarification to the typical wall construction and revision to the backing materials utilized. 2. Detail #4, backing materials revised at eave condition 3. Detail #16, Revision to typical demising wall construction and wall/floor assemblies. Sheet A-13 1. Detail # 1, specification for acoustic lagging was changed. 2. Detail #5 and #5 A, Clarification for plumbing wall construction. 3. Detail #4, clarification provided for acoustical lagging. 4. Detail #11,11" plumbing wall construction revised/clarified. EsGil Corporation In (PartnersHip ivitH government for BuiUing Safety DATE: March 12, 2010 •^.^EEUCANT '^URI^ JURISDICTION: Carlsbad •>LAN REVIEWER • FILE PLAN CHECK NO.: 07-2934 REV 3, PCR10024 SET: I PROJECT ADDRESS: 1700 Drake Way PROJECT NAME: ViUa 53; Carlsbad Ranch Resort A1 The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. • The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. I I The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. I I The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. I I The applicant's copy of the check list is enclosed for the jurisdiction to fonward to the applicant contact person. I I The applicant's copy of the check list has been sent to: Esgil Corporation staff did not advise the applicant that the plan check has been completed. I I Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by: ) Fax #: Mail Telephone Fax In Person XI REMARKS: Miscellaneous architectural/structural revisions. By: Kurt Culver Enclosures: Esgil Corporation • GA • MB • EJ • PC 3/11/10 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858)560-1468 • Fax (858) 560-1576 Carlsbad 07-2934 REV 3, PCR10024 March 12, 2010 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: 07-2934 REV 3, PCR10024 PREPARED BY: Kurt Culver DATE: March 12, 2010 BUILDING ADDRESS: 1700 Drake Way BUILDING OCCUPANCY: TYPE OF CONSTRUCTION: BUILDING PORTION AREA (Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code cb By Ordinance Bidg. Permit Fee by Ordinance Plan Checic Fee by Ordinance $250.00 Type of Review; Complete Review r structural Only r Repetitive Fee Repeats r r * Based on hourly rate r other Hourly EsGff Fee $100.00 Hrs. @ $200.00 Comments: Sheet 1 of 1 macvalue.doc PLANNING/ENGINEERING APPROVALS PERMIT NUMBER _ DATE ADDRESS I7QO 'VQJ<CB ^yS^ RESIDENTIAL TENANT IMPROVEMENT RESIDENTIAL ADDITION MINOR PLAZA CAMINO REAL (<$10,000.00) CARLSBAD COMPANY STORES POOL /SPA VILLAGE FAIRE RETAINING WALL COMPLETE OFFICE BUILDING OTHER ly!iO^U^ DATE 0??/i^/tc^ PLANNER ^ ENGINEER DATE 11-05-2009 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Plan Check Revision Permit No:PCR09140 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type: Parcel No: Valuation: Reference #: PC #: Project Title: 1700 DRAKE WY CBAD PCR 2111300300 Lot#: 0 $0.00 Construction Type: NEW CB072934 CARLSBAD RANCH RESORT-DELTA 63 CHANGES-CHANGE FROM STEEL TO WOOD FRAMING.REVISED Status: Applied: Entered By: Plan Approved: Issued: Inspect Area: ISSUED 10/23/2009 KG 11/05/2009 11/05/2009 Applicant: ONUFER RUSS Owner: GRAWtJ PACIFIC CARLSBAD L P 619-297-8066 5900 PASTEUR CT #200 CARLSBAD CA 92008 Plan Check Revision Fee $1,090.00 Additional Fees $0.00 Total Fees: $1,090.00 Total Payments To Date: $1,090.00 Balance Due: $0.00 Inspector: FINAL APPROVAL Date: Clearance: NOTICE: Please take NOTICE that approval of your project includes the Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions." You have 90 days from the date this pemiit 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 oreviouslv othenwise expired. CITY OF CARLSBAD PLAN CHECK REVISION APPLICATION B-15 Development Services Building Department 1635 Faraday Avenue 760-602-2719 www.carlsbadca.gov Plan Check Revision IMo Project Address. (700 ~b^^ WA^ .Original Plan Check No. Date tQ/2.yc^ Contact ^Uft Qj^ff^ Ph C>M-P^7-^D(>C? FaxieJt32tMl Email HtSSO'S^nocxQ.; Contact Address ^3l5 Sftio tX^p Av^ City ^AN Dvt£60 Zip ^'^-(it) General Scope of Work ^l^m/giiiife BuiLbiMCg ffefl>w sreec fi&>UKiM4> t^w^^ fe«»rw>N/g. Original plans prepared by an arcliitect or engineer, revisions must be signed & stamped by that person. 1 Elements revised: Efpians [^Calculations • Soils [^Energy • Other 2 Describe revisions in detail 3 List page(s) where each revision is shown 4 List revised sheets that replace existing sheets /?je.i6tA^AL sreeLSnt fkAmj/^Q 5 Does this revision, in any way, a ter the exterior of the project? • Yes ^No 6 Does this revision add ANY new floor area(s)? Q Yes 0^No T Does this revision affect any fire related issues? 0^Yes • No 8 Is this a complete set? 0^es • No .^Signature' 1635 Faraday Avenue, Carlsbad, CA 92008 Phone: 760-602-2717/2718/2719 www.carlsbadca.gov Fax: 760-602-8558 EsGil Corporation In (partners hip with government for (BuiCding Safety DATE: October 30, 2009 JURISDICTION: Carlsbad PLAN CHECK NO.: 07-2934 REV2 PROJECT ADDRESS: 1700 Drake Way PROJECT NAME: Villa 53; Carlsbad Ranch Resort SET: I • PLAN REVIEWER • FILE Xl The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. I I The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. I I The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. I I The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. I I The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. I I The applicant's copy of the check list has been sent to: Esgil Corporation staff did not advise the applicant that the plan check has been completed. I I Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: Mail Telephone • REMARKS: (by: ) Fax In Person Fax #: By: Kurt Culver Esgil Corporation • GA • MB • EJ • PC Enclosures: Previously-approved plans 10/27/09 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 Carlsbad 07-2934 REV2 October 30, 2009 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: 07-2934 REV2 PREPARED BY: Kurt Culver DATE: October 30, 2009 BUILDING ADDRESS: 1700 Drake Way BUILDING OCCUPANCY: TYPE OF CONSTRUCTION: BUILDING PORTION AREA (Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code cb By Ordinance BIdg. Permit Fee by Ordinance Plan Check Fee by Ordinance Type of Review; [H Repetitive Fee Repeats • Complete Review • Other 0—Hourly EsGfl Fee • Structural Only Hr. @* $672.00 Based on hourly rate Comments: EsGil fee = 5 hrs. @ $100.00/hr. + 2 hrs. @ $86.00/hr. = $672.00. Sheet 1 of 1 macvalue.doc PLANNING/ENGINEERING APPROVALS PERMIT NUMBER ADDRESS_ DATE RESIDENTIAL TENANT IMPROVEMENT RESIDENTIAL ADDITION MINOR PLAZA CAMINO REAL (<$10,000.00) CARLSBAD COMPANY STORES POOL / SPA RETAINING WALL VILLAGE FAIRE COMPLETE OFFICE BUILDING OTHER PLANNER ENGINEER J_ DATE lO/^jc^ DATE /{) As/(^^ Carlsbad Fire Department BLDG. DEPT COPY Plan Review Requirements Category: PCR, Date of Report: 11-05-2009 Name: ONUFER RUSS Address: Reviewed by: Permit #: PCR09140 Job Name: CARLSBAD RANCH RESORT-DELTA 63 Job Address: 1700 DRAKE WY CBAD IS otfi'ce cannot IN€QMELETE The item yoiUiave^Tibnutted lor review isincotnt adequately conduct a review to determine comi2liaBee"vvit!nHeapplicable codes and/or standards. Please review carefully all conmisixts-attached?~Please resubmit the necessary plans and/or specifications, with changes "clouded", tot! flcefor review and approval. Conditions: Cond: CON0003720 [NOT MET] APPROVED: THIS PROJECT HAS BEEN REVIEWED AND APPROVED FOR THE PURPOSES OF ISSUANCE OF BUILDING PERMIT. THIS APPROVAL IS SUBJECT TO FIELD INSPECTION AND REQUIRED TEST, NOTATIONS HEREON, CONDITIONS IN CORRESPONDENCE AND CONFORMANCE WITH ALL APPLICABLE REGULATIONS. THIS APPROVAL SHALL NOT BE HELD TO PERMIT OR APPROVE THE VIOLATION OF ANY LAW. BuRKETT & WONG structural & Civil Engineers & Surveyors 3434 Fourth Avenue • San Diego, CA 92103-4911 Tel: (619) 299-5550 • Fax: (619) 299-9934 DATE- OCT, 2009 ENGINEER- CEC JOB No. 10648A SUPPLIMENTAL STRUCTURAL CALCULATIONS FOR CARLSBAD RANCH RESORT VILLA 53 DELTA 63 CARLSBAD, OA NoGLE ONUFER ASSOCIATES ARCHITECTS 2398 SAN DIEGO AVE SAN DIEGO, CA 92 BuRKETT & WONG structural & Civil Engineers & Surveyors 3434 Fourth Avenue • San Diego, CA 92103-4911 Tel: (619) 299-5550 • Fax: (619) 299-9934 DATE- OCT , 2009 ENGINEER- CEC JOB No. 10648A TABLE OF CONTENTS NARRATIVE OF CHANGES DESIGN LOADS JOISTS/BEAMS/HEADERS/JAMBS/POSTS WALLS LATERAL ANALYSIS/DRAGS AND CHORD PERFORATED SHEARWALLS 1 Al Hl-HlO Hll -H22 H23-H35 H36-H43 # BURKETT WONG ENGINEERS DATE: .Iuly20,2009 ENGINEER: Charlie Colvin PROJECT: Carlsbad Ranch Villa 53 Carlsbad, CA Delta 63 -10/22/09 Narrative of Changes The major change is that all steel stud framing has changed to solid sawn lumber, TJI T joists, and engineered lumber. The few hot rolled members have remained the same. The slab on grade, and foundations have been installed and are now labeled as "existing" on the current plans. It was confirmed that the dead loads of the previous framing was the same as the new framing, and since the R for light gage shearwalls over light framing is the same as plywood shearwalls, the seismic loading has not changed, and the existing footings are adequate. We were able to utilize the previous calculations to calculate designs for hold downs and drags, as well as create the timber shearwall details. Studs and joists were recalculated in timber and updated on the plans. All details and notes were updated to show timber members, and some details were removed because they do not translate into wood construction, while others added for the same reason. Roof trusses and notes have been added for deferred design and submittal. 3434 Fourth Avenue, San Diego, California 92103-4911 Telephone: (619) 299-5550 Fax: (619) 299-9934 San Diego • Las Vegas www.burkett-wong.com o7 DATE. BURKETT&WDNG ENGINEERS SHEET__ Al ENGR_ JOB NO_ C ^ Co ^/ i) .y \ \ S)'^ -n- ''J 1 Op^'' j,,0 6c- J3 C-' <. Hi ^ Joists at Bridge 9 1/2" TJI® 230(0)24" o/c TJ-Beam® 6 35 Serial Number 7005102680 User 2 10/16/2009 104716 AM jHIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 1 Engine Version 6 35 0 CONTROLS FOR THE APPLICATION AND LOADS LISTED Pioiltict Di.Kji.ink is Coiiceptd.)!. LOADS: Analysis is for a Joist Member. Primary Load Group - Residential - Living Areas (psf): 100.0 Live at 100 % duration, 40.0 Dead SUPPORTS: Input Bearing Vertical Reactions (lbs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 2.25" 700 / 280 / 0 / 980 End, Rim 1 Ply 1 1/4" X 9 1/'2" 1.3E TimberStrand® LSL 2 Stud wall 3.50" 2.25" 700 / 280 / 0 / 980 End, Rim 1 Ply 1 1/4" X 9 1/'2" 1.3E TimberStrand® LSL DESIGN CONTROLS: Maximum Design Control Result Location Shear (lbs) 922 -898 1330 Passed (68%) Rt end Span 1 under Floor loading Vertical Reaction (lbs) 922 922 1183 Passed (78%) Bearing 2 under Floor loading Moment (Ft-Lbs) 1517 1517 3330 Passed (46%) MID Span 1 under Floor loading Live Load Defl (in) 0.056 0.219 Passed (L/999+) MID Span 1 under Floor loading Total Load Defl (in) 0.078 0.329 Passed (L/999+) MID Span 1 under Floor loading TJPro 62 30 Passed Span 1 -Deflection Critena: STANDARD(LL:L/360,TL:L/240). -Deflection analysis is based on composite action with single layer of 23/32" Panels (24" Span Rating) GLUED & NAILED wood decking. -Bracing(Lu): All compression edges (top and bottom) must be braced at 5' 4" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. TJ-Pro RATING SYSTEM -The TJ-Pro Rating System value provides additional floor performance information and is based on a GLUED & NAILED 23/32" Panels (24" Span Rating) decking. The controlling span is supported by walls. Additional considerations for this rating include: Celling - None. A structural analysis of the deck has not been performed by the program. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by iLevel®. ILevel® warrants the sizing of its products by this software will be accomplished in accordance with iLevel® product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by an iLevel® Associate. -Not all products are readily available. Check with your supplier or iLevel® technical representative for product availability. -THIS ANALYSIS FOR iLevel® PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code IBC analyzing the iLevel® Custom product listed above. PROJECT INFORMATION: Carlsbad Ranch Villa 53 Copyright .?009 by iLovcl-, Feder^Tl Way, WA. IMF and T,.I-Beam' are registered trademarks ct iL.jvel- .'-I Jo i t™, D'ro™ and TJ-Pro"" are traderaarlis ot iLevei" . OPERATOR INFORMATION: Burkett&Wong Eng :\I'HOJF.i:T\Gr-ind Pacifir Ro.'inrt.^\ 1 iib'loA VI11.-IL; IJI 'J7. S3\;:r ruccura 1 \Ca i,c.s\t i mber\bridqe joi.sr.s.5ms I I I I I I I I I t I I I I I I I I I Typ TJI Floor Joist (worst span) 9 1/2" TJI® 230 (a) 24" o/c TJ-Beam®6 35 Serial Number 7005102680 user 2 10/16/2009 10 51 46AM jHIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 1 Engine Version 6.35.0 CONTROLS FOR THE APPLICATION AND LOADS LISTED -tr r PiodiKt Di.xji.tm Is Conceptii.tl. LOADS: Analysis is for a Joist Member. Primary Load Group - Residential • Living Areas (psf): 40.0 Live at 100 % duration, 25.0 Dead, 15.0 Partition SUPPORTS: Stud wall Stud wall Input Width 3.50" 3.50" Bearing Length 3.50" 3.50" Vertical Reactions (lbs) Live/Dead/Uplift/Total 530/530/0/1060 530/530/0/1060 Detail End, TJI Blocking End, TJI Blocking Other 1 Ply 9 1/2" TJI® 230 1 Ply 9 1/2" TJI® 230 DESIGN CONTROLS: Maximum Design Control Result Location Shear (lbs) 1027 -1013 1330 Passed (76%) Rt. end Span 1 under Floor loading Vertical Reaction (lbs) 1027 1027 1330 Passed (77%) Bearing 2 under Floor loading Moment (Ft-Lbs) 3294 3294 3330 Passed (99%) MID Span 1 under Floor loading Live Load Defl (in) 0.219 0.428 Passed (L/703) MID Span 1 under Floor loading Total Load Defl (in) 0.438 0.642 Passed (L/352) MID Span 1 under Floor loading TJPro 40 30 Passed Span 1 -Deflection Criteria: STANDARD(LL:L/360,TL:L/240). -Deflection analysis is based on composite action with single layer of 23/32" Panels (24" Span Rating) GLUED & NAILED wood decking. -Bracing(Lu): All compression edges (top and bottom) must be braced at 3' 7" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. TJ-Pro RATING SYSTEM -The TJ-Pro Rating System value provides additional floor performance information and is based on a GLUED & NAILED 23/32" Panels (24" Span Rating) decking. The controlling span is supported by walls. Additional considerations for this rating include: Ceiling - None. A structural analysis of the deck has not been performed by the program. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by iLevel®. iLevel® warrants the sizing of its products by this software will be accomplished in accordance with iLevel® product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by an iLevel® Associate. -Not all products are readily available. Check with your supplier or iLevel® technical representative for product availability. -THIS ANALYSIS FOR iLevel® PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS -Allowable Stress Design methodology was used for Building Code IBC analyzing the iLevel® Custom product listed above. PROJECT INFORMATION: Villa 53 OPERATOR INFORMATION: Burkett&Wong Eng Coi'y.T i qhl. by li.evel , ftderal Way, WA. T.JJ and I'.I-Reani' are i egi.st.ered t r ademark.-5 ol iLevel • •-I ,1(j I r-r^", Pro'^ arid IM-Pro"" are trademarks of iLevel'-. M:\PHO.IF.i:'r\nrand PacitJC P.esor t ;5\ 1 U 6/5 tiA Villas 52 5.?\StrueturaI\Ca]cs\timber\Typ floor joisr.sms 4y? Typ Deck Floor Joist 1 1/2" X 5 1/2" 1.6E Solid Sawn Douglas Fir #2 TJ-Beam® 6 35 Serial Number 7005102680 use 10/16/2009 1049 17 AM JHIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN 24" o/c Page 1 Engine Version 6 35 0 CONTROLS FOR THE APPLICATION AND LOADS LISTED 0^ Pio<kict Di.xji.ini is Conceptii.tl. LOADS: Analysis is for a Joist Member. Primary Load Group - Residential - Living Areas (psf): 40.0 Live at 100 % duration, 39.0 Dead SUPPORTS: Input Bearing Vertical Reactions (lbs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 3.50" 240 / 234 / 0 / 474 By Others None 2 Stud wall 3.50" 3.50" 240/234 /0/474 By Others None DESIGN CONTROLS: Maximum Design Control Result Location Shear (lbs) 441 -356 990 Passed (36%) Rt. end Span 1 under Floor loading Vertical Reaction (lbs) 441 441 2231 Passed (20%) Bearing 2 under Floor loading Moment (Ft-Lbs) 616 616 824 Passed (75%) MID Span 1 under Floor loading Live Load Defl (in) 0.053 0.186 Passed (L/999+) MID Span 1 under Floor loading Total Load Defl (in) 0.104 0.279 Passed (L/645) MID Span 1 under Floor loading -Deflection Criteria: STANDARD(LL:L/360,TL:L/240). -Allowable moment was increased for repetitive member usage. -Bracing(Lu): All compression edges (top and bottom) must be braced at 6' o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The allowable shear stress (Fv) has not been increased due to the potential of splits, checks and shakes. See NDS for applicability of increase. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by iLevel®. iLevel® warrants the sizing of its products by this software will be accomplished in accordance with iLevel® product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by an iLevel® Associate. -Not all products are readily available. Check with your supplier or iLevel® technical representative for product availability. -THIS ANALYSIS FOR iLevel® PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. Solid sawn lumber analysis is in accordance with 2001 NDS methodology. -Allowable Stress Design methodology was used for Building Code IBC analyzing the solid sawn lumber material listed above. PROJECT INFORMATION: Villa 53 OPERATOR INFORMATION: Burkett&Wong Eng :ipyriMhn • :>IHI9 by iLevel-, Federal Way, WA. :\1 Hri.iliiiJ'IAdrand Pacific Resor f s \ 11164 HA Vrlias fi I 52 5H\1^ t r Licf ura 1 \ca 1 cs\r. imber\Typ deck joi.sc.;;mG Header at 2nd floor, at Stair 3 1/2" X 9 1/2" 2.0E ParaWam® PSL TJ-Beam® 6 35 Serial Number 7005102680 user 2 10/16/20091048 01 AM JHIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 1 Engine Version 6 35 0 CONTROLS FOR THE APPLICATION AND LOADS LISTED Pio<luct Di<i<ji<tnt is Coi^«eptu.»l. LOADS: Analysis is for a Header (Flush Beam) Member. Tributary Load Width: 4' Primary Load Group - Residential - Living Areas (psf): 100.0 Live at 100 % duration, 40.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Floor(I.OO) 400.0 160.0 0 To 6' Adds To SUPPORTS: 1 Stud wall 2 Stud wall 3.50" Input Bearing Vertical Reactions (lbs) Width Length Live/Dead/Uplift/Total 3.50" 3.51" 3696/ 1530/0/5226 2.58" 2704 / 1133/0/3837 Detail Other LI 1 Ply 1 1/4" X 9 1/2" 1.3E TimberStrand® LSL LI 1 Ply 1 1/4" X 9 1/2" 1.3E TimberStrand® LSL DESIGN CONTROLS: Shear (lbs) Moment (Ft-Lbs) Live Load Defl (in) Total Load Defl (in) Maximum Design Control Result Location 5038 4002 6428 Passed (62%) Lt. end Span 1 under Floor loading 11226 11226 13057 Passed (86%) MID Span 1 under Floor loading 0.289 0 322 Passed (L/402) MID Span 1 under Floor loading 0 409 0.483 Passed (L/284) MID Span 1 under Floor loading -Deflection Criteria: STANDARD(LL:L/360,TL:L/240). -Bracing(Lu): All compression edges (top and bottom) must be braced at 10' o/c unless detailed othenwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by iLevel®. iLevel® warrants the sizing of its products by this software will be accomplished in accordance with iLevel® product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by an iLevel® Associate. -Not all products are readily available. Check with your supplier or iLevel® technical representative for product availability. -THIS ANALYSIS FOR iLevel® PRODUCTS ONLYi PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code IBC analyzing the iLevel® Custom product listed above. PROJECT INFORMATION: Carlsbad Ranch Villa 53 OPERATOR INFORMATION: Burkett&Wong Eng ipyriqhf iraLlani :?n(.i'-l by iLevel-, Federal Way, WA. ^ a reqisLercd tradcmari: of iLeucl . \PRO,iF,(:T\rirand Pacific Resor i-s\ 1 061 HA villas 51 3-^\.st rucr ura l\Ca i (\s\L imber\lieader at" 2nd stair.sms Typ header at deck - 9'-6" 5 1/2" X 7 1/2" 1.6E Solid Sawn Douglas Fir#1 TJ-Beam® 6 35 Serial Number: 7005102680 user 2 10/16/2009 104836AM JHIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 1 Engine Version 6 35 0 CONTROLS FOR THE APPLICATION AND LOADS LISTED 0 PI o<l(ict Di.Kji An\ i Coiiceptii.^l. LOADS: Analysis is for a Header (Flush Beam) Member. Tributary Load Width: 4' Primary Load Group - Residential - Living Areas (psf): 60.0 Live at 100 % duration, 40.0 Dead SUPPORTS: 1 Stud wall 2 Stud wall Input Bearing Vertical Reactions (lbs) Detail Other Width Length Live/Dead/Uplift/Total 3.50" 1.50" 1140/807/0/ 1947 By Others None 3.50" 1.50" 1140/807/0/ 1947 By Others None DESIGN CONTROLS: Shear (lbs) Moment (Ft-Lbs) Live Load Defl (in) Total Load Defl (in) Maximum Design Control Result Location 1878 -1571 4675 Passed (34%) Rt. end Span 1 under Floor loading 4304 4304 5801 Passed (74%) MID Span 1 under Floor loading 0.123 0 306 Passed (L/893) MID Span 1 under Floor loading 0.210 0.458 Passed (L/523) MID Span 1 under Floor loading -Deflection Critena: STANDARD(LL:L/360,TL:L/240). -Bracing(Lu): All compression edges (top and bottom) must be braced at 9' 6" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The allowable shear stress (Fv) has not been increased due to the potential of splits, checks and shakes See NDS for applicability of increase. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by iLevel®. iLevel® warrants the sizing of its products by this software will be accomplished in accordance with iLevel® product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by an iLevel® Associate. -Not all products are readily available. Check with your supplier or iLevel® technical representative for product availability. -THIS ANALYSIS FOR iLevel® PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. Solid sawn lumber analysis is in accordance with 2001 NDS methodology. -Allowable Stress Design methodology was used for Building Code IBC analyzing the solid sawn lumber material listed above. PROJECT INFORMATION: Carlsbad Ranch Villa 53 OPERATOR INFORMATION: Burkett&Wong Eng ropyrinbr ' .2009 by iLeve!-, federal Way, WA. M:\PHOJECT\Giand Pacific Resorts\ 1 Of ISA vi 1 las bl b2 5:!\St,ructural\t;alcs\timber\Typ deck header at bid wall. Header at Ext walk 5'-0" 3 1/2" X 7 1/4" 1.6E Solid Sawn Douglas Fir #2 TJ-Beam® 6 35 Serial Number 7005102680 user 2 10/16/2009 105041 AM JHIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 1 Engine Version. 6 35 0 CONTROLS FOR THE APPLICATION AND LOADS LISTED 0^ Pio<lu*t Di.xji.im is CoiKeirtii.il. LOADS: Analysis is for a Header (Flush Beam) Member. Tributary Load Width: 4' Pnmary Load Group - Residential - Living Areas (psf): 100.0 Live at 100 % duration, 40.0 Dead SUPPORTS: 1 Stud wall 2 Stud wall Input Width 3,50" 3.50" Bearing Vertical Reactions (lbs) Detail Other Length Live/Dead/Uplift/Total 1.50" 1000/415/0/ 1415 By Others None 1.50" 1000/415/0/ 1415 By Others None DESIGN CONTROLS: Maximum Design Control Result Location Shear (lbs) 1321 -908 3045 Passed (30%) Rt. end Span 1 under Floor loading Moment (Ft-Lbs) 1541 1541 2905 Passed (53%) MID Span 1 under Floor loading Live Load Defl (in) 0.024 0.156 Passed (L/999+) MID Span 1 under Floor loading Total Load Defl (In) 0.034 0.233 Passed (L/999+) MID Span 1 under Floor loading -Deflection Criteria: STANDARD(LL:L/360,TL:L/240). Additional checks follow. -TL:0.313" -Bracing(Lu): All compression edges (top and bottom) must be braced at 5' o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The allowable shear stress (Fv) has not been increased due to the potential of splits, checks and shakes. See NDS for applicability of increase. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by iLevel®. iLevel® warrants the sizing of its products by this software will be accomplished in accordance with iLevel® product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by an iLevel® Associate. -Not all products are readily available. Check with your supplier or iLevel® technical representative for product availability. -THIS ANALYSIS FOR iLevel® PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. Solid sawn lumber analysis is in accordance with 2001 NDS methodology. -Allowable Stress Design methodology was used for Building Code IBC analyzing the solid sawn lumber material listed above. PROJECT INFORMATION: Villa 53 Jopyriald ?J:09 by iLevel-, Federal Way, WA. 1:\l'K0JK(.T\Graral Pacific Resorts\ 1064tiA villas 51 OPERATOR INFORMATION: Burkett&Wong Eng 53\St ruct ura l\Ca 1 cs\r imber\Typ ext. wal khdr 5ft.sms hi Typ header at ext walk 8'-0" 3 1/2" X 9 1/4" 2.0E Parallam® PSL TJ-Beam® 6 35 Serial Number- 7005102680 User 2 10/16/2009 10 51 22 AM JHIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 1 Engine Version 6.35.0 CONTROLS FOR THE APPLICATION AND LOADS LISTED 0^ Pioduot Di.Kji.tii^ is Conceptn.^l. LOADS: Analysis is for a Header (Flush Beam) Member. Tributary Load Width: 4' Primary Load Group - Residential - Living Areas (psf): 100.0 Live at 100 % duration, 40.0 Dead SUPPORTS: 1 Stud wall 2 Stud wall Input Bearing Vertical Reactions (lbs) Detail Width Length Live/Dead/Uplift/Total 3.50" 1.53" 1600/680/0/2280 End, Rim 3.50" 1.53" 1600/680/0/2280 End, Rim Other 1 Ply 1 3/4" X 9 1/4" 1.9E Microllam® LVL 1 Ply 1 3/4" X 9 1/4" 1 9E Microllam® LVL DESIGN CONTROLS: Shear (lbs) Moment (Ft-Lbs) Live Load Defl (in) Total Load Defl (in) Maximum Design Control Result Location 2185 -1675 6259 Passed (27%) Rt. end Span 1 under Floor loading 4189 4189 12416 Passed (34%) MID Span 1 under Floor loading 0.078 0.256 Passed (L/999+) MID Span 1 under Floor loading 0.111 0.383 Passed (L/830) MID Span 1 under Floor loading -Deflection Criteria: STANDARD(LL:L/360,TL:L/240). ~Bracing(Lu): All compression edges (top and bottom) must be braced at 8' o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by iLevel® iLevel® warrants the sizing of its products by this software will be accomplished in accordance with iLevel® product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by an iLevel® Associate. -Not all products are readily available. Check with your supplier or iLevel® technical representative for product availability. -THIS ANALYSIS FOR iLevel® PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code IBC analyzing the iLevel® Custom product listed above. PROJECT INFORMATION: Villa 53 OPERATOR INFORMATION: Burkett&Wong Eng "oriyr icihr ,'.'ni,9 by iLevel , Federal Way, WA. It'll 1'im i.'' a registered trademark ot ii.evcl' . 1:\)'!M,]i-;CT\c,ran.,l I'ar-ifir- Re.sor t s\ 1 Of,.! HA Villas b] 52 53\S t rucr ijra 1 \Ca 1 cs\t imber\Typ ext walkhdr 8ft..sms Typ int bearing wall header lO'-O" 3 1/2" X 9 1/2" 2.0E Parallam® PSL TJ-Beam® 6 35 Serial Number 7005102680 User 2 10/16/2009 11 03 27 AM JHIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page ^ Engine Version: 6 35 0 CONTROLS FOR THE APPLICATION AND LOADS LISTED El PiodiKt Di.xji.iii^ is ConceptiMl. LOADS: Analysis is for a Header (Flush Beam) Member. Tnbutary Load Width: 12' 6" Primary Load Group - Residential - Living Areas (psf): 40.0 Live at 100 % duration, 25.0 Dead, 15.0 Partition SUPPORTS: 1 Stud wall 2 Stud wall Input Bearing Vertical Reactions (lbs) Width Length Live/Dead/Uplift/Total 3.50" 3.40" 2500/2552 /0/5052 3.50" 3.40" 2500 / 2552 / 0 / 5052 Detail Other LI LI DESIGN CONTROLS: Shear (lbs) Moment (Ft-Lbs) Live Load Defl (in) Total Load Defl (in) Maximum 4883 11802 Design -3957 11802 0.217 0.438 Control 6428 13057 0.322 0.483 Result Passed (62%) Passed (90%) Passed (L/535) Passed (L/265) 1 Ply 1 1/4" X 9 1/2" 1.3E TimberStrand® LSL 1 Ply 1 1/4" X 9 1/2" 1.3E TimberStrand® LSL Location Rt. end Span 1 under Floor loading MID Span 1 under Floor loading MID Span 1 under Floor loading MID Span 1 under Floor loading -Deflection Criteria: STANDARD(LL:L/360,TL:L/240). -Bracing(Lu): All compression edges (top and bottom) must be braced at 10' o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by iLevel®. iLevel® warrants the sizing of its products by this software will be accomplished in accordance with iLevel® product design criteria and code accepted design values The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by an iLevel® Associate. -Not all products are readily available. Check with your supplier or iLevel® technical representative for product availability -THIS ANALYSIS FOR iLevel® PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code IBC analyzing the iLevel® Custom product listed above. PROJECT INFORMATION: Carlsbad Ranch Villa 53 ioi'yriaht 20t,9 by ibeyel , Federal Way, WA. i"i 1 ,1 i 1 .irii is a reqistered trademark (if LI.cv/cl 1: \ ['H'i,1l::cT\c,rand Pacific Peso r t s\ 1 061 HA Vrllas OPERATOR INFORMATION: Burkett&Wong Eng 53\.Structi]ral\Calc.s\t imberVtyp int fir hdr.sm.^s Party wall header 3'-0" 5 1/2" X 5 1/2" 1.6E Solid Sawn Douglas Fir #1 TJ-Beam® 6 35 Serial Number 7005102680 user 2 10 16/2009 11 03 59AM JHIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 1 Engine Version 6 35 0 CONTROLS FOR THE APPLICATION AND LOADS LISTED Pioihict Di.Kji.tnt is Conoeptii.ii. LOADS: Analysis is for a Header (Flush Beam) Member. Tributary Load Width: 25' 6" Primary Load Group - Residential - Living Areas (psf): 40.0 Live at 100 % duration, 25.0 Dead, 15.0 Partition SUPPORTS: 1 Stud wall 2 Stud wall Input Bearing Vertical Reactions (lbs) Width Length LIve/Dead/Uplift/Total 3.50" 1,50" 1530/ 1541 /0/3071 3.50" 1.50" 1530/ 1541 /0/3071 Detail By Others By Others Other None None DESIGN CONTROLS: Maximum Design Control Result Location Shear (lbs) 2730 -1535 3428 Passed (45%) Rt. end Span 1 under Floor loading Moment (Ft-Lbs) 1820 1820 3120 Passed (58%) MID Span 1 under Floor loading Live Load Defl (in) 0010 0.089 Passed (L/999+) MID Span 1 under Floor loading Total Load Defl (in) 0.019 0.133 Passed (L/999+) MID Span 1 under Floor loading -Deflection Criteria: STANDARD(LL:L/360,TL:L/240). Additional checks follow. -TL:0.313" -Bracing(Lu): All compression edges (top and bottom) must be braced at 3' o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The allowable shear stress (Fv) has not been increased due to the potential of splits, checks and shakes. See NDS for applicability of increase. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by iLevel®. iLevel® warrants the sizing of its products by this software will be accomplished in accordance with iLevel® product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by an iLevel® Associate. -Not all products are readily available Check with your supplier or iLevel® technical representative for product availability. -THIS ANALYSIS FOR iLevel® PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. Solid sawn lumber analysis is in accordance with 2001 NDS methodology. -Allowable Stress Design methodology was used for Building Code IBC analyzing the solid sawn lumber material listed above. PROJECT INFORMATION: Carlsbad Ranch Villa 53 i'cpyLj.,rhi ::riO'^ by iLevel ., Federal Way, WA. M :\l'RO,lt:i:T\Graiid Pacific Resort s\l 06.1 HA villas 51 OPERATOR INFORMATION: Burkett&Wong Eng :i:i\Structural\r:alcs\timber\Typ party wall :tft hdr.sms Wood Post Design Project: Post: Villa 53 HD-4 Job#: 10648A Date: 10/16/2009 Dimensions Height: Shape: S A w Conditions Orientation: Top fixity: Bot. fixity Stress: ^unbraced Cd 6x 8 51.56 in 41.25 in^ 193.36 in" 10.03 lb/ft major axis pinned pinned DFir No. 1 9 1.33 psi • Loads Paxial DL left Paxial LL left eccentricity Specify Wet service: 0 22100 lbs lbs in 1.00 1200 no eccentricity lbs lbs in I (lb/ft) (deflection at specified height) F„ 85 Fc 1000 E 1600000 Output 0 W^a, 1841.7 Ib.ft 0 P, S, A, req'd •req'd d/b 22190.2 Mb 13.85 in' 21.62 in^ 1.364 Ma V„, OM,opmax 1841.67 6815.1 Ib.ft 4663.3 lbs. 33722.4 lbs. Unity: M+P 0.583 Reactions: axial 22190|lbs ^top lateral 205 -205 lbs lbs -^midspan.tot ^specify,tot 0.052 0.015 in in I.OOjft. or or U 2073.9 L/ 7083.6 Status: Notes: Axial and Bending OK Drift OK Deflection OK No additional lateral support required, d/b<2 Slenderness ratio of member OK. Deflection criterea is based on L/180 maximum for total load, and drift is based on 0,05" h for total deflection and displacement. Analysis does not include the following adjustment factors: C,. Cp. C,. See NDS 1997 for more information. DATE. BURKETT&WONG ENGINE ERS ENGR. PROJECT SHEET lit JOB NO. ^1: Oct 16, 2009 at 11:09 AM 1st fir stud bearing ext.rSd H.3 ? zJ^x Loads: LC I. D+L*W Oct 16, 2009 at 11:09 AM 1st fir stud bearing ext.rSd Beam: Shape: Material: Length: I Joint: J Joint: M1 3X4 DP Larch 9 ft N1 N2 Dy in Dz in Code Check: 0.899 (bending) Report Based On 97 Sections -.551 at 4.5 ft .733 at 0 ft .24 at 0 ft A Vz -.24 at 9 ft k-ft k-ft My k-ft .54 at 4.5 ft 1.27 at 4.5 ft .084 at 0 ft fa ksi ft ksi fc ksi -1.27 at 4.5 ft NDS 2005 Code Check Max Bending Check 0.899 Location 4.5 ft Equation 3.9-3 CD 1.3 RB 3.666 Cr 1 Cfu 1.1 Max Shear Check Location Max Defl Ratio CL 1 CP .236 0.176 (y) Oft L/196 (ksi) Cm Ct CF Fc' .475 1 1 1.15 Ft' 1.121 •\ 1 1.5 J Fbr 1.755 1 1 1.5 Fb2' 1.931 1 1 1.5 Fv' .234 1 1 E' 1600 1 1 Lb le/d Sway Le-Bending Top Le-Bending Bot Y-Y 2ft 9.6 No Z-Z 9ft 30.857 No 2 ft 2 ft his Results for LC I. D+L-^W Oct 16, 2009 at 11:12 AM 1st fir stud bearing ext.rSd Beam: Shape: Material: Length: I Joint: J Joint: M1 2X6 DP Larch 9 ft N1 N2 Dy in Dz in 1 Code Check: 0.614 {bending! I Report Based On 97 Sections .733 at 0 ft A T Vy Mz k-ft .089 at 0 ft ksi fc NDS 2005 Code Check Max Bending Check 0.614 Location 4.5 ft Equation 3.9-3 CD 1.3 RB 7.659 Cr 1 Cfu 1.15 -.237 at 4.5 ft .24 at 0 ft .24 at 9 ft k Vz k-ft My k-ft .54 at 4.5 ft .857 at 4.5 ft ft ksi ksi -.857 at 4.5 ft Max Shear Check Location Max Defl Ratio CL 1 CP .528 0.186 (y) Oft L/456 Fc' Ft' Fbr Fb2' Fv' E' 1.019 1 1 1.1 .972 1 1 1.3 1.521 1 1 1.3 1.749 1 ^ 1 1.3 .234 _J 1 1 1600 1 1 Y-Y Lb 2 ft le/d 16 Sway No Le-Bending Top Le-Bending Bot Z-Z 9ft 19.636 No 2 ft 2ft .4 Oct 16, 2009 at 11:10 AM 1st fir stud bearing int.rSd A, Loads: LC I, D+L Oct 16, 2009 at 11:10 AM 1st fir stud bearing int.rSd Beam: Shape: Material: Length: I Joint: J Joint: Ml 2X4 OF Larch 9 ft N1 N2 Dy in in Code Check: 0.476 (bending) Report Based On 97 Sections 1.161 at 0 ft Vv Vz k-ft Mz k-ft My k-ft .221 at 0 ft fc ksi ft ksi fa ksi NDS 2005 Code Check Max Bending Check 0.476 Location 0 ft Equation 3.6.3 CD 1 RB 4.32 Cr 1 Cfu 1.1 Max Shear Check Location Max Defl Ratio CL 1 CP .269 (ksi) Cm Ct CF Fc' .464 1 1 1.15 Ft' 1 1.013 1 1 1.5 Fbr 1.5 — 1 1.5 1 Fb2' 1.65 -I 1 1.5 Fv' .18 1 1 E' 1700 1 1 0.000 (z) Oft L/10000 Y-Y Z-Z Lb 4 ft 9 ft le/d 32 30.857 Sway No No Le-Bending Top 1 ft Le-Bending Bot 1 ft .A: Oct 16, 2009 at 11:11 AM 2nd fir stud bearing ext.rSd Loads- LC 1, D+L Oct 16, 2009 at 11:11 AM 2nd fir stud bearing ext.rSd Beam: Mf Shape: Material: Length: I Joint: J Joint: 2X4 OF Larch 9 ft N1 N2 Dy Dz in Code Check: 0.594 (bending) Report Based On 97 Sections 1.447 at 0 ft Vy Vz k-ft Mz k-ft My k-ft .276 at 0 ft fc ksi ft ksi ksi NDS 2005 Code Check Max Bending Check 0.594 Location 0 ft Equation 3.6.3 CD 1 RB 4.32 Cr ' Fc' Ft' Fbr Fb2' Fv' E' Cfu 1.1 Max Shear Check Location Max Defl Ratio CL 1 CP .269 .464 1 1 1.15 1.013 1 1 1.5 1 1.5 1 1.5 1.65 .18 1 1 1.5 1.65 .18 1 1 1700 1 1 0.000 (z) Oft L/10000 Lb le/d Sway Le-Bending Top Le-Bending Bot Y-Y 4ft 32 No Z-Z 9ft 30.857 No 1 ft 1 ft J # BURKETT&WONG SHEET. 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I CD O in CM o lO CM CDi "S CD' . 8 o) < t .i _ CD _ TO o' ro O ' o o' > CO CD > o cn c 03 CM T3 CO ; CD: :Q CM CD O : o LL CD O Q I Carlsbad Ranch Villa 53 Shearwall Sizes 2nd 3rd Roof A 347 i6E 231 6E 0 0 A M 347 6E 231 6E 0 OA B 633 3E 517 4E 286 6E B D 1 633 3E 517 4E 286 6E B J 633 3E 517 4E 286 6E B L I 633 3E 517;4E 286 6E B K 682 3E 555:4E 301 6E B G 1 709 3E 577 4E 313 6E B C 739 3E 602 4E 327 6E B E 806 2E 656 3E 356 6E C 1 j 806 2E 656 3E 356 6E C F i 817;2E 665 3E 361 6E C H 1 817 2E 665 3E 361 ^6E C 4 833 2E 711 3E 373 6E C 7 1100 2E 906 2E 518 4E D 2 122 6E 0 0 0 0 E A A A \ tS^-6/A'':^,u.~-/ 10/16/2009 Burkett & Wong Engineers U3\ n I A t 1 ! i J u.. Be <0 (0 in c JO $ o X o c (0 a: •o re (0 (0 O CO o CD c > O O T3 c^ > io I 0> !>• o o CD ,0 0) 00 t 00 o ! T- ; in i (3 CM CM t CO ' O CD m CM •<- O CD CD O CD CM Cvt 0 r- N- o o CD CD r-- 1 CM CM CO CO ^ 1 ' cr! 1 > o :r^ o o o '• /~\ ' CD CD • v_J . 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CO ^ o o o o o o o o ico o "d" ii^ ,1^ iO) o O O CM CM CM CM CM j CM ; CM ! O ! CM i CM ! CM I CM : CM i CM .-"d- 'd" <D 1 I <iXi2i~ i<i:LL,uJ,CD ;0 o CD O O CD O : O CD hd-1 I r-^ CD CD c 'CD c LU CD c o CO O) o o CM DATEJ ^ BURKETT&V/ONG ENGR. ENGINEERS SHEET JOB NO. PROJECT u 45^^ \> - 5 . HI 1/ Loads: BLC 1. Results for LC 1. E hs Sfe Is im: 3-7 ^ »>>»»»»i ^ ^12 ^ 1 Vol Jan 25, 2008 at 5:37 PM untitled.r3d H3?^ Company Designer : Job Number : Jan 25, 2008 5:37 PM Checked By; Plate Principal Stresses (By Item) (Continued) LC Plate Label LOG Siamalfksil SiQma2rksil Tau Maxfksil Analefradl Von Misesfksil 29 1 P15 T .049 -.049 .049 -.785 .085 30 B .049 -.049 .049 -.785 .085 31 1 P16 T .033 -.033 .033 -.785 .057 32 B .033 -.033 .033 -.785 .057 33 1 P17 T .016 -.016 .016 -.785 .027 34 B .016 -.016 .016 -.785 .027 35 1 P18 T .032 -.032 .032 -.785 .056 36 B .032 • -.032 .032 -.785 .056 37 1 P19 T .015 -.015 .015 -.785 .027 38 B .015 -.015 .015 -.785 .027 39 1 P20 T .016 -.016 .016 .785 .028 40 B .016 -.016 .016 .785 .028 41 1 P21 T .016 -.016 .016 .785 .027 42 B .016 -.016 .016 .785 .027 43 1 P22 T .016 -.016 .016 .785 .027 44 B .016 -.016 .016 .785 .027 45 1 P23 T .032 -.032 -032 .785 .056 46 B -032 -.032 .032 .785 .056 47 1 P24 T -015 -.015 .015 .785 .027 48 B .015 -.015 .015 1 .785 .027 Joint Coordinates and Temperatures 1 N1 11 0 0 0 2 N2 14 0 0 0 3 N3 14 2.5 0 0 4 N4 11 2.5 0 0 5 N5 3 0 0 0 6 N6 3 2.5 0 0 7 N7 0 0 0 0 8 N8 0 2.5 0 0 9 N9 3 7 0 0 10 N10 0 7 0 0 11 Nil 14 7 0 0 12 N12 11 7 0 0 13 N13 14 12.5 0 0 14 N14 11 12.5 0 0 15 N15 3 12.5 0 0 16 N16 0 12.5 0 0 17 N17 3 17 0 0 18 N18 0 17 0 0 19 N19 14 17 0 0 20 N20 11 17 0 0 21 N21 11 20 0 0 22 N22 3 20 0 0 23 N23 0 20 0 0 24 N24 14 20 0 0 25 N25 3 10 0 0 26 N26 0 10 0 0 27 N27 11 10 0 0 28 N28 14 10 0 0 29 N29 3 22.5 0 0 30 N30 0 22.5 0 0 31 N31 11 22.5 0 0 32 N32 14 22.5 0 0 33 N33 0 27 0 0 RISA-3D Version 7.0.2 [C:\RISA\untitled-r3d] Page 2 h3>'\ Company Jan 25, 2008 Designer 5:37 PM Job Number : Checked By: Joint Coordinates and Temperatures (Continued) 34 N34 3 27 0 0 35 N35 11 27 0 0 36 N36 14 27 0 0 37 N37 0 30 0 0 38 N38 3 30 0 0 39 N39 11 30 0 0 40 N40 14 30 0 0 Joint Reactions (By Item) LC Joint Label Xfkl Yfkl Z(k] MX [k-ftl MY fk-ft) M2 fk-ftl 1 1 N7 -3.893 -9.016 0 0 LOCKED 0 2 N2 -1.609 9.016 0 0 LOCKED 0 3 1 N39 NC NC NC LOCKED , NC NC 4 N31 NC NC NC LOCKED NC NC 5 1 N21 NC NC NC LOCKED NC NC 6 1 N14 NC NC NC LOCKED NC NC 7 1 N27 NC NC NC LOCKED NC NC 8 1 N4 NC NC NC LOCKED NC NC 9 N1 NC NC NC LOCKED NC NC 10 1 Totals: -5.502 0 0 11 1 COG (ft): NC NC NC Member Distributed Loads (BLC 1 :) Member Label Direction start MaqnitucJefk/ft.cJ.. End MaanitucJefk/ft.d... Start Locationfft.%1 End Locationfft.7o1 1 Ml X .185 .185 0 0 2 M2 X .139 .139 0 0 3 M3 X .069 .069 0 0 RISA-3D Version 7.0.2 [C:\RISA\untitled.r3d] Page 3 Company Designer Job Number Jan 25,2008 5:37 PM Checked By:_ Plate Primary Data Label A Joint B Joint C Joint D Joint Material Ttiickness[inj 1 PI N1 N2 N3 N4 PIv .5 2 P2 N5 N1 N4 N6 PIv .5 3 P3 N7 N5 N6 N8 PIv .5 4 P4 N8 N6 N9 N10 PIv .5 5 P5 N4 N3 N11 N12 PIv .5 6 P9 N16 N15 N17 N18 Ply .5 7 P10 N14 N13 N19 N20 PIv .5 8 P11 N17 N20 N21 N22 PIv .5 9 P12 N18 N17 N22 N23 PlY -5 10 P13 N20 N19 N24 N21 PIv .5 11 P11A N10 N9 N25 N26 PIv .5 12 P12A N9 N12 N27 N25 PIv .5 13 P13A N12 Nil N28 N27 PIv .5 14 P14 N27 N28 N13 N14 PIv .5 15 P15 N25 N27 N14 N15 PIv .5 16 P16 N26 N25 N15 N16 PIv .5 17 P17 N23 N22 N29 N30 PIv .5 18 P18 N22 N21 N31 N29 PIv .5 19 P19 N21 N24 N32 N31 PIv .5 20 P20 N33 N34 N29 N30 PIv .5 21 P21 N35 N36 N32 N31 PIv .5 22 P22 N37 N38 N34 N33 PIv .5 23 P23 N38 N39 N35 N34 PIv .5 24 P24 N39 N40 N36 N35 PIv -5 Plate Principal Stresses (By Item) LC Plate Label LOG Siqmallksil U' ^ama2[ksil Tau Maxrksil Analefradl Von Misesfksil 1 1 PI T .041 -.041 .041 2,356 .071 2 B .041 -.041 .041 2.356 .071 3 1 P2 T .057 -.057 .057 -.785 .099 4 B .057 -.057 .057 -.785 .099 5 1 P3 T .042 -.041 .041 -.785 .072 6 B .042 -.041 .041 -.785 .072 7 1 P4 T .042 -.042 .042 2.355 .072 8 B .042 -.042 .042 2.355 .072 9 1 P5 T .041 -.041 .041 -.785 .072 10 B .041 -.041 .041 -.785 .072 11 1 P9 T .033 -.033 .033 -.785 .057 12 B .033 -.033 .033 -.785 .057 13 1 P10 T .033 -.033 .033 -.785 .057 14 B .033 -.033 .033 -.785 .057 15 1 P11 T .049 -.049 .049 -.785 .085 16 B .049 -.049 .049 -.785 .085 17 1 P12 T .033 -.033 .033 -.785 .057 18 B .033 -.033 .033 -.785 .057 19 1 PI 3 T .032 -.032 .032 -.785 .056 20 B .032 -.032 .032 -.785 .056 21 1 P11A T .041 -.041 .041 2.356 ,072 22 B .041 -.041 .041 2.356 .072 23 1 P12A T .058 -.058 .058 -.785 ,1 24 B -058 -.058 .058 -.785 .1 25 1 P13A T .041 -.041 .041 -.785 .071 26 B .041 -.041 .041 -.785 .071 27 1 P14 T .032 -.032 .032 -.785 .056 28 B .032 -.032 .032 -.785 .056 RISA-3D Version 7,0.2 [C:\RISA\untitled.r3d] Page 1 M 41 Company : Jan 25, 2008 Designer 5:46 PM Job Number : Checked By: Plate Corner Forces (By Item) (Continued) 57 1 P15 N25 -1,178 -,368 0 0 0 0 58 N27 -1,178 .368 0 0 0 0 59 N14 1,178 ,368 0 0 0 0 60 N15 1.178 -,368 0 0 0 0 61 1 P16 N26 -,294 -,246 0 0 0 0 62 N25 -,294 ,244 0 0 0 0 63 N15 ,294 .245 0 0 0 0 64 N16 ,294 -,244 0 0 0 0 65 1 P17 N23 -,141 -,118 0 0 0 0 66 N22 -,141 .117 0 0 0 0 67 N29 ,141 .118 0 0 0 0 68 N30 .141 -.117 0 0 0 0 69 1 P18 N22 -.772 -,241 0 0 0 0 70 N21 -.772 .241 0 0 0 0 71 N31 .772 .241 0 0 0 0 72 N29 .772 -,241 0 0 0 0 73 1 P19 N21 -,138 -,115 0 0 0 0 74 N24 -,138 .115 0 0 0 0 75 N32 .138 .115 0 0 0 0 76 N31 ,138 -.115 0 0 0 0 77 1 P20 N33 ,143 -,215 0 0 0 0 78 N34 .144 .215 0 0 0 0 79 N29 -.143 .215 0 0 0 0 80 N30 -.143 -,215 0 0 0 0 81 1 P21 N35 ,141 -,211 0 0 0 0 82 N36 .14 .211 0 0 0 0 83 N32 -,14 .211 0 0 0 0 84 N31 -,141 -211 0 0 0 0 85 1 P22 N37 .142 -,142 0 0 0 0 86 N38 ,141 ,142 0 0 0 0 87 N34 -,141 .141 0 0 0 0 88 N33 -,142 -.142 0 0 0 0 89 1 P23 N38 .773 -.29 0 0 0 0 90 N39 ,773 .29 0 0 0 0 91 N35 -,773 .29 0 0 0 0 92 N34 -,773 -.29 0 0 0 0 93 1 P24 N39 .139 -.139 0 0 0 0 94 N40 ,139 .139 0 0 0 0 95 N36 -.139 .139 0 0 0 0 96 N35 -.139 -.139 0 0 0 0 RISA-3D Version 7.0.2 [C:\RISA\untitled.r3d] Page 5 Company : Jan 25, 2008 Designer 5:46 PM Job Number : Checked By: Plate Corner Forces (By Item) LC Plate Label PI Joint N1 -.366 -,306 0 MX[k-ft1 0 MY[k-ftT 0 MZfk-ft] 0 N2 -,372 ,31 N3 ,369 ,305 N4 ,37 -,309 P2 N5 -1,377 ,43 N1 -1,377 ,43 N4 1,377 ,431 N6 1,377 ,43 P3 N7 -.375 -.312 10 N5 -.369 .308 11 12 N6 .373 ,311 N8 ,371 -,307 13 1 P4 N8 -.376 -,564 14 N6 -,374 .562 15 N9 .376 .563 16 N10 .373 .56 17 P5 N4 -.373 -.558 18 N3 -,372 .56 19 Nil .372 .557 20 N12 .372 .559 21 22 P9 N16 -.297 -.446 N15 ,297 ,445 23 24 N17 ,298 .446 N18 ,296 -,445 25 P10 N14 ,295 -,441 26 N13 ,294 ,442 27 N19 ,294 ,441 28 N20 ,294 .442 29 P11 N17 -1.182 ,444 30 N20 -1,181 ,443 31 N21 1.182 .443 32 N22 1.181 -,443 33 P12 N18 -.295 ,295 34 N17 -.294 .294 35 N22 ,295 .295 36 N23 ,294 •294 37 P13 N20 .292 ,292 38 N19 ,292 .292 39 N24 ,292 .291 40 N21 ,292 -,292 41 P11A N10 -,373 -,373 42 N9 -,371 .371 43 N25 .373 .373 44 N26 ,371 -.37 45 P12A N9 -1,385 .52 46 N12 -1,384 .519 47 N27 1,385 .519 48 N25 1.384 .519 49 P13A N12 -.369 .368 50 Nil -.369 .37 51 N28 .369 •368 52 N27 .369 .37 53 PI 4 N27 -.291 .242 54 N28 .291 .243 55 N13 .292 .242 56 N14 ,291 ,243 RISA-3D Version 7,0,2 [C:\RISA\untitled.r3d] Page 4 BURKETT&WONG H 43 cM/:iMCCDC SHEET — ''^^^ ENGINEERS FNGR JOB NO. v;.,^ 33 .37^ 1 :>^M ^ TITLE 24 REPORT Title 24 Report for: Carlsbad Ranch Villa 53 1700 Drake Way Carlsbad, CA 92008 Project Designer: Nogle Onufer Associates Architects 2398 San Diego Ave. San Diego, CA 92110 (619) 297-8066 Report Prepared By: Derek Hudak M-E Engineers 12127 Kirkham Road Poway, CA 92064 (858) 391-2922 Job Number: 041246.10 Date: 10/14/2a09 The EnergyPro computer program has been used to perform Ihe calcul authorized by the California Energy Commission for use with both the irt. uikling Ene This program developed byHergySoft, LLC - www.energysoft.com. progranrrfas approval and is " Efficiency Standards. EnergyPro 4,4 byEnergySoft Job Number 0413 nber321B TABLE OF CONTENTS Cover Page 1 Table of Contents 2 Form CF-1R Certificate of Compliance 3 Form MF-1R Mandatory Measures Summary 17 EnergyPro 4.4 byEnergySoft Job Number. 041246.10 User Number 3218 Certificate Of Compliance : Residential (Parti of4) CF-1R ictLAZiUa--Cat Project Title .nog Drake Way Xadsbad Project Address M£_Enc|inefics Documentallon Author EnergyPro Compliyrfca Method Date 1Q/14/2QQ9 (858) 391-2922 Telephone Climate Zone Building Pennit # Plan Check/Date Field Check/Date TDV Standard Proposed Compliance (kBtu/sf-vr) Design Design Margin Space Heating 5.24 1.74 3.50 Space Cooling 3.00 5.11 -2.11 Fans 0.53 0.91 -0.37 Domestic Hot Water 17.18 14.31 2.87 Pumps 1.66 1.66 0.00 Totals 27.60 23.71 3.89 Percent better than Standard: 14.1% BUILDING COMPLIES • NO HERS VERIFICATION REQUIRED Building Type: • Single Family [xl Multi Family Building Front Orientation: Fuel Type: Fenestration: Area: Ratio: BUILDING ZONE INFORMATION Zone Name • Addition • Existing + Add/Alt (N) 0 deg Natural Gas 2,030 ft^ 18.2% Avg. U: Avg. SHGC: 0.48 0.47 Total Conditioned Floor Area: Existing Floor Area: Raised Floor Area: Slab on Grade Area: Average Ceiling Height: Number of Dwelling Units: Number of Stories: Floor Area Volume #of Units Zone Type Thermostat Type FC-5314 -980 FC-5312-_9BQ B.aan EL33D FC-5311 OPAQUE SURFACES Type Frame Area U-Fac. Insulation Cav. Cont. _aBO Act. Azm. 11,170 ft^ n/a ft2 oft^ 3,920 ft^ 8.5 ft 12.00 3 Vent Hgt. Area _Dla 0.074 R.19 R4) n 770 . 0.074 _.Brm .RrQii aa 0 074 R.ifl R-nn a. Gains Condition Y /Jl Status JA IV Reference Location / Comments -90 Q.Q74 R.19 R^.O JU17A ^.Rria J&ASL _..2211 90 0074 R.ig R.0.0 9a 90 _0J174 -^R=19. -BrDJI _ Q.Q74 R-ia R-00 0 074 R-19 R-OO Q-Q74 • R-19 R-Q O flO 0 074 R-ia R-flO Ifltt. b<3 0.074 R-ia R-n.o Wall ViiDQd^ .Wall Wood- Wall Wood Wj)ll 12a Q.074 0.074 R-19 R-QQ 270 R-ia R-o n R.19 R-on 9a. Wood- Wood. 72 0.074 R-19 R-Q.Q 54. n 074 R.19 R.0 0 Wall Wood.- WalJ WflOd^ Wall Wonri .JIQO _.6D. _iQa Wall Wodd^ -6a Q.Q74 R.19 0.074 R-19 R-OQ 0 074- R-19 R-nn a074 R-19 R-O.O Nnw OQ.A.«i ^.•^14 a9-_Ai . .'i314 09.AR 5314 NPW OO-AR ."in 14 New. OS-AS 5.'?14 Nfiw no-AS .•i314 MPW OQ-Afi 1114 09-A5 fiai4 Nftw 09-AB 5314 R^iiri m-tA OP.A.'i NfiW— ri9.A.«; 5313 NRW 09.A.«i Nsw 09.AR .1313 Mew _ D9.A5 •sais New riQ-AS fi315 MPW nn-Afi New 09.A5 New .•5319 NfiW 09.A.R S319 N«jw 09-A.«5 S/119 New 09.A5 S31? NflB(_ nQ.A.«; -- 5311 New .. Ofl-A.") «i.311 Run InWatlon Time: 10/14/0916:47:34 Run Code: 1255564054 EnergyPro 4.4 by EnergySoft User Number: 32ie Job Number 041246.10 Page;3ot18 Certificate Of CompHance : Residential (Parti of4) CF-1R -Cadshacmanch-Vjlla_53 Project Title .1 ZQQDrake W/ay -Cadsbad. P reject Address M-E Engineers lUO Date 10A14/2DQ9_ Documentation Author (858) 391-2922 Enec Coinpll •gyP Itance rCL Method Telephone -CAJCIimateZonen? Building Permit # Climate Zone Plan Checlc/Date Field Check/Date TDV (KBtu/sf-yr) Space Heating Space Cooling Fans Domestic Hot Water Pumps Totals Percent better than Standard Standard Design 5.24 3.00 0.53 17.18 _1-66 27.60 Proposed Design 1.74 5.11 0.91 14.31 1.66 23.71 Compliance Margin 3.50 -2.11 -0.37 2.87 _ O OP 3.89 14.1% BUILDING COMPLIES - NO HERS VERIFICATION REQUIRED Building Type: • Single Family [X] IVIuIti Family Building Front Orientation: Fuel Type: Fenestration: Area: 2,030 ft ^ Ratio: 18.2% BUILDING ZONE INFORMATION Zone Name Addition Existing + Add/Alt (N) 0 deg Natural Gas Avg. U: Avg. SHGC: 0.48 0.47 Total Conditioned Floor Area: Existing Floor Area: Raised Floor Area: Slab on Grade Area: Average Ceiling Height: Number of Ehwelling Units: Number of Stories: Floor Area Volume #of Units 1 05 1.05 Zone Type Condiliooed Thermostat Type 11,170 ft^ n/a ft2 oft^ 3,920 ft^ 8.5 ft 12.00 3 Vent Hgt. Area 130 _LQ5_ Gains Condition Y/N Status CNfiHi - I ,New X' UNflw I ' New New New- Nfiw_ New- JA IV Reference oa-AS Location / Comments .sail 09-A5 . .Rail 09-Afi .S311 na-Afi .•5311 09.A5 5311 09-A5 R311 OS-A.") R311 01-A17 5324_ NfiW-Q9-A.R 532^ 0ft-A5 5324- 00-AR R3?4 il9-A5 5324. .'New _ ^Jnw ^ L JNfiW 532jt- R324 il9-A5 NfiW 1]9=A5_ INSW fl9-AR S324- .5324... L r 1 NPW New 1 New L' NRW New New - Naw r 5324^ OQ-AR 5323 09-A5 5323_ 09-AR 5323_ ng-AS 5323- 09-A5 S32a_ 09-AR S3?3 n9.A5 5373 09-AR 5323 EnergyPro 4.4 by EnergySofl Run Initiation Time: 10/14/09 16:47:34 Run Code: 1255564054 User Number. 3218 Job Number: (M12'(6.10 Pagei'l of IB Certificate Of Compliance : Residential (Parti of4) CF-1R XladsbadLBanch Villa^3 Project Title lIDQ-DrakeJ/Vay _Cadshad_ Project Address M-F Engineers Documentation Author Date 10/14/?n09 EnergyP Coinpllance IMethod _ (858)391-2922 Telephone •CA Climate ZDBBUI Climate Zone Building Permit # Plan Check/bate Field Check/Date TDV Standard Proposed Compliance (kBtu/sf-yr) Design Design Margin Space Heating 5.24 1.74 3.50 Space Cooling 3.00 5.11 -2.11 Fans 0.53 0.91 -0.37 Domestic Hot Water 17.18 14.31 2.87 Pumps 1.66 1.66 0.00 Totals 27.60 23.71 3.89 Percent better than Standard: 14.1% BUILDING COMPLIES • NO HERS VERIFICATION REQUIRED I Building Type: • Single Family Ixl Muiti Family Building Front Orientation: Fuel Type: Fenestration: Area: 2,030 ft^ Avg. U: Ratio: 18.2% Avg. SHGC: Addition J Existing + Add/Ait (N) 0 deg Natural Gas 0.48 0.47 Total Conditioned Floor Area: Existing Floor Area: Raised Floor Area: Slab on Grade Area: Average Ceiling Height: Number of Dwelling Units: Number of Stories: BUILDING ZONE INFORIVIATION #0f Zone Name Floor Area Volume Units pr.<>ia4 R S99 0 74 flRO fl,a.?n 1 OR Fn.fi33? 9B0 a,.i.io 1.05 FC.S331 BBS 5.822 0.74 Zone Type Thermostat Type 11,170 ft^ n/a ft2 oft2 3,920 ft^ B.5 ft 12.00 3 Vent Hgt. Area OPAQUE SURFACES Type Frame Area U-Fac. insulation Cav. Cont. Act. Azm. Tilt Gains Condition HdDLO 210 aO iXi QNevsL 90 Wall iflfoQd^ Wall Wood -•R-19 R-O.Q 90 R-19 R-00 IBO HJfl R-n n n ao 220. 90 R-nn 90. 90 I Wall Wnnd Wall Wood WalL.. Wall Wall Wood- Wood .-64 J120 Roof Wood Wood 295 JfliflU Wnnd 236 Wall •„ Wood 12a 0074 R.19 R.nn n.074 R-19 R-0 0 0.074 R-ig R-00 0.074 . 0 032 R-30 R.0.0 . 0 074 R-19 R-0,0 . 0 074 R.ifl R-n 0 _0.. -90 270 90 m m IX m -2m -90 -90 I.J<3 I Wall Wood Roof Wnnd Wood Wall WcMDd Wall Wood. Wall Wood. Ronf Wnnd 7? _iLDz.4. R-ifl _s=aa 90 90 ^420 0.032 - R-30 R-O" 0. Q _M 0 074 R-1fl R-0 0 a 90 -312 0074 -120 JQJ3Z4 -9& 0.074 R-19 K-QJL 180 R-19 R-Q.Q 270 _ R-19 -BzOSl 90 Status JA IV Reference Location / Comments Neist-OQ-AR R399 — NfiW 09-AS RflOO Ni>w 09-A5 NRW 09-AR fin59 Nnw on-AR 5322 NfiW oa-AR fia?? NfiW 00.AS firi99 NRW . no.AR S323 New Ofl-AR .Ra9i New 09-A5 Ra2i NPW no-AS .R;I51 NfiW no-Afi fi321 NBW_ _ 09-AS fia7i New. na-Afi fia9i New 01-A17 fi.121 New oa-AR R321 KInw 09-A5 fi321 NfiW na-AR fi.151 NfiW 01.A17 S."134 New og-A-R R334 NfiW 09-A5 fi3S4 NfiW oa-AR .5334 New 09-A5 5334 Naw ni.Ai7 R^^d 1 iNew D9-A5 - -5334 Run Initiation Time: 10/14/09 16:47:34 Run Code: 12SS564054 EnergyPro 4,4 by EnergySofl User Niimber: 321B Job Number: 041246.10 PagerSoflS Certificate Of Compliance : Residential (Pai11of4) CF-1R -CaclshadBanchLVilla53 Project Title JJjDO_Drake.Way Carisharl Project Address M-F Fnninfiers Date 1Q/14/2QQ9 igjj Documentation Author EnergyPro ^Comgjlance IMethod (858) 391-2922 Telephone CA ClimateJZ:cmfi-07 Climate Zone Building Permit* Plan Check/Date Field Check/Date TDV Standard Proposed Compliance (kBtu/sf-yr) Design Design IMargin Space Heating 5.24 1.74 3.50 Space Cooling 3.00 5.11 -2.11 Fans 0.53 0.91 -0.37 Domestic Hot Water 17.18 1431 2.87 Pumps 1.66 1.66 0.00 Totals 27.60 23.71 3.89 Percent better than Standard: 14.1% BUILDING COMPLIES • NO HERS VERIFICATION REQUIRED Building Type: • Single Family ixl l^ulti Family Building Front Orientation: Fuel Type: Fenestration: Area: 2,030 ft^ Ratio: 16.2% BUILDING ZONE INFORMATION Zone Name Addition Existing + Add/Alt (N) 0 deg Natural Gas Avg. U: Avg. SHGC: 0.48 0.47 Total Conditioned Floor Area: Existing Floor Area: Raised Floor Area: Slab on Grade Area: Average Ceiling Height: Number of Dwelling Units: Number of Stories: Floor Area Volume #of Units Zone Type Thermostat Type 11,170 ft^ n/a ft2 oft^ 3.920 fl^ 6.5 ft 12.00 3 Vent Hgt. Area OPAQUE SURFACES Type Frame Area U-Fac. Insulation Cav. Cont. Act. Azm, Gains Y/N Condition Status JA IV Reference Location / Comments Naw Og.^ R:?34 New ni-Ai7 5333 NfiW oa.AR R333 Ham na^AS— New ni-Ai7 R333 NfiW _ na-Afi N^ na-Afi Raaa New. -- _ na-Afi NfiW na-Afi S333 NfB« 01-A17 fi3M NfiW oa-AR firiM New _ OQ-AR 5333 Nfi\t„-01-A17 fiM9 NfiW oa-AS fiM? New no.AR R3.3? NfiML ni-Ai7 R3a5 NfiW na-AR New 09-A5 fiaa? NfiW oa-AR fia37 NfiW oa-AR Ra39 NHW- . 01-A17 .R33? NfiW oa-AR R332 NRW oa-AR 5332 NfiW 01-A17 .R331 New na-Afi R:ir« Run Initiation Time: 10/14/09 16:47:34 Run Coda: 1255564054 EnergyPro 4.4 by EnergySoft User Number 3218 Job Number 041Z46.10 Page:6ori6 Certificate Of Compliance : Residential (Part 1 of 4) CF-1 R Carlsbad Ranch Villa-53 Project Title J10aJ3rake..Way Carisbad. Project Address !^-E Engineers Documentation Author £nergyPro Compliance Method r Date 1Q/14/2QQ9 (858) 391-2922 Building Permit* Telephone Climate Zone Plan Check/Date FieTdCheck/bate TDV Standard Proposed Compliance (kBtu/sf-yr) Design Design li/largin Space Heating 5.24 1.74 3.50 Space Cooling 3.00 5.11 -2.11 Fans 0.53 0.91 -0.37 Domestic Hot Water 17.18 14.31 2.87 Pumps 1.66 1.66 0.00 Totals 27.60 23.71 3.89 Percent better than Standard: 14.1% BUILDING COMPLIES - NO HERS VERIFICATION REQUIRED Building Type: • Single Family 1x1 Multi Family Building Front Orientation: Fuel Type: Fenestration: Area: 2,030 ft ^ Avg. U: Ratio: 18.2% Avg. SHGC: BUILDING ZONE INFORMATION Zone Name L_ Addition • Existing + Add/Alt (N) 0 deg Natural Gas 0.48 0.47 Total Conditioned Floor Area: Existing Floor Area: Raised Floor Area: Slab on Grade Area: Average Ceiling Height: Number of Dwelling Units: Number of Stories: Floor Area Volume #of Units Zone Type Thermostat Type 11,170 ft^ n/a ft2 oft2 3,920 ft^ 8.5 ft 12.00 3 Vent Hgt. Area OPAQUE SURFACES Type Frame Area U-Fac. U/all Wnnri Ba 0.074 Insulation Cav. Cont. R-ifl R-no Act. Azm. Tilt Gains Condition Y / N Status JA IV Reference Location / Comments .aa. Boot Wood Wall WoosL ^42Q Wall Wnnri asm. R-3Q R-OQ Q.Q74 R-19 R-Q.0 . .31? 0,074 R-19 R-nO . -90 Wall Woori JI2Q Q.Q74 . fi^ia R-D-0 _Sfi 0-Q74 R-ifl R-QO . _2m 90 , JNfiw oa-AR Q1-A17 5331 -5331 I 1 JMfiviL na-AS 5331. • Naw, 09-AS Q9-A5 5331 5331 5331. Run Initiation Time: 10/14/0916:47:34 Run Code: 1255564054 EnergyPro 4.4 by EnergySofl User Number: 3218 Job Number 041246.10 Page:? of 18 Certificate Of Compliance : Residential (Part 2 Of 4) CF-1R Carlsbad Ranch Villa 53 10/14/2009 Projsct Title Date FENESTRATION SURFACES # Type Area U-Factor' SHGC' True Cond. Azm. Tilt Stat. Glazing Type Location/ Comments •1„ •WindovM—fieai (S). 2 Window Left (E) 4.0 QJBD HERCL JLAI NFRC. Iflfl on NBW .Snlarhan fin .«iai4 •1„ •WindovM—fieai (S). 2 Window Left (E) 52.5 0.480 NFRC 0.47 NFRC 90 90 New Solarfoan 60 5314 3 Window Front <N5 21.0 0.480 NFRC 0.47 NFRC 0 90 New Solarbaneo 5314 4 Window Riglil (W) 10.0 0.480 NFRC 0.47 NFRC 270 90 New Solarban60 5314 5 Window Left (E) 33.8 0.480 NFRC 0.47 NFRC 90 90 New Solarban60 5314 fi_ Window Left (E) ^52.5 .-0,480 NFRC 0.47 NFRC 90 90 New Solarban 60 5314 7- mosism iaR (EX B Window Front (N) 60.0 fLmHBRC 0.47 fcJERC _ 90 90 New Solarban 60 5313 7- mosism iaR (EX B Window Front (N) 21.0 0.480 NFRC 0.47 NFRC 0 90 New Solarban 60 5313 9 Window Right fW) 10.0 ^.480 NFRC 0.47 NFRC 270 90 New Solartian 60 5313 ID .WjndQW-^afL_ (E). 11 Window Left (E) 33.8 0.480 NFRC 0.47 NFRC 90 90 New Solarfcian 60 5313 ID .WjndQW-^afL_ (E). 11 Window Left (E) ^52,5. 0.480 NFRC 0,47 NFRC 90 90 New Solartan 60 5313 12 Window Left (E\ 52.5 0.480 NFRC 0.47 NFRC 90 90 New Solattian 60 5312 13 J(yJmlflyK_Rfiac__j(S) 14 Window Right (W) 21.0 0.480 NFRC 0.47 NFRC 180 90 New Solarban 60 5312 13 J(yJmlflyK_Rfiac__j(S) 14 Window Right (W) 10.0 0,480 NFRC 0.47 NFRC 270 90 New Solarban 60 5312 15 Window Left (E) 33.8 0,480 NFRC 0.47 NFRC 90 90 New Solarban 60 5312 16 Window Left fE) _0=480 NFRC 0,47 NFRC 90 90 New Solarban 60 5312 17 Window Left (E) 52.5 0.480 NFRC 0.47 JSIFRC 90 90 New Solarban 60 5311 18 Window Rear (S) 21,0 0.480 NFRC 0.47 NFRC 180 90 New Solarban 60 5311 19 Window RIahl im 10.0 _fl.4B0 NFRC 0.47 NFRC 270 90 New Solarban 60 5311 1. Indlcsle source eilher from NFRC or Table 116A. 2. Indicate source either from NFRC or Table 116B. INTERIOR AND EXTERIOR SHADING Window Overliana Left Fin Riqilt Fin * Exterior Shade Tyoe SHGC Hgi. Wd. Len, Hgt. LExt. RExL CMsL Len. HgL Disl. Len. Hgt. 1 Bug Screen 0.76 2 Bug Screen 0.76 3 Buq Screen 0.76 4 BUQ Screen 5 BUQ Screen 0.76 6 Buq Screen 0.76 7 Buq Screen 0.76 B Bug Screen 0.76 9 Bug Screen 0.76 10 Bug Screen 0.76 11 Bug Screen 0.76 12 Bug Screen 0,76 13 Bug Screen 0.76 14 Bug Screen 0,76 15 Bug Screen 0,76 16 Bug Screen 0.76 17 Bug Screen 0.76 1 a Bug Screen 0.78 19 Bug Screen 0.76 THERMAL MASS FOR HIGH MASS DESIGN Area Thick. Heat Inside Type (sf) (in.) Cap. Cond. R-Val. Condition Location/ JA IV Reference Status Comments PERIMETER LOSSES Type Length Insulation R-Val. Location Condition JA IV Reference Status Location/ Comments Slab Perimeter 52 None No Insulation 26-A1 New 5314 Slab Perimeter 46 None No Insulation 26-A1 New 5314 Slab Perimeter 23 None No Insulation 26-A1 New 5314 Slab Perimeter 23 None No Insulation 26-A1 New 5313 Slab Perimeter 48 None No Insulation 26-A1 New 5313 Run Initiation Time: 10/14/09 J6:47:34 Run Code: 1255564054 EnergyPro4,4 byEnergySoft User Number 3218 Job Number 041246.10 PagB:8of 18 Certificate Of Compliance : Residential (Part 2 of 4) CF-1R Carlsbad Ranch Villa 53 10/14/2009 Project Title Date FENESTRATION SURFACES # Type Area U-Factor SHGC True Azm. Tilt Cond. Stat. Glazing Type Location/ Comments Front fN^ Window Left Window Rear Window Left fE) 52.5 _Wiodo.w_£roti! (.H).. Wlndw 'Left'^_J[EL 20 JWlndow, 21 Window 22 23 25 26 27 2B 29 30. 21 32 Window Left 33 Window Left (E) 34 Window Left IE) 3S 3& aa Lfifl-^ <E) _.33J Q 4BQNFRC 0 47 4.0 0.480 NFRC OAT 52.5 0.460 NFRC 0.47 4.0 NFRC 0.47 NFRC 0.47 NFRC 0-47 •fclERC .Q.« 33.B 0,480 NFRC 0.47 HERQJiAl NFRC QAl NFRC 0.47 .2.1.0 1Q.0 0.480 0.480 _o,4.eo. 0.480 J -NERC NFRC NFRC NFRC JNERC NFRC .NEBC NFRC _9Q_ 52.5 _JD.4flO •60JQ •__a_4fl0 21.0 10.0 0.480 NFRC 0.47 {£)_ 33.6 .JL^aO NFRC 0.47 NFRC 0.47 52.^5 52.5" Window Rear t51 2m Window Right (W) 10.0 Window Left (E) 33,8 JL480 0.480 0.460 0.460 0.480 NFRC ilERC NFRC NFRC NFRC NFRC _vyJndc!w_Lfift (£1 ^60.0 1. Indicate source eilher from NFRC orTabIa 116A, NFRC 0.47 NFRC 0.47 NFRC 0.47 NFRC 0.47 NFRC 0.47 NFRC NFRC JJERC NFRC NFRC _90 180 90. a 90_ ao^ 90. Q. 270 90 90 90 160 270 90 _90_ _9Q.tslBW. .Solarhan fiO 5311 90 New Solarban 60 5311 90 New Solarban 60 5311 90 New Solaitan 60 5324 90 New Solarban 60 5324 90 New Solarban 60 5324 90 New Solartian 60 5324 90 New Solarban 60 5324 90 New Solarban BO 5324 90 New Solarban 60 5323 90 New Solartian 60 5323 90 New Solart>an 60 5323 _9Q.tlew. Solarban SO 5323 90 New Solarban 60 5323 90 New Solarban 60 5322 90 New Solarban 60 5322 90 New Solarban 60 5322 90 New Solarban 60 5322 90 New Solarban 60 5322 2. Indicale source eilher from NFRC or Table 116B, INTERIOR AND EXTERIOR SHADING # 20 21 22 23 24 25 26 27 28 29 30 H 32 33 34 35 36 37 38 Exterior Shade Type SHGC Bug Screen 0.76 Bug Screen 0,76 Bug Screen 0,76 Buo Saeen 0.76 Bug Screen 0,76 Bug Screen 0.76 Bug Screen 0.76 Bug Screen 0.76 Bug Screen 0.76 Bug Screen 0.76 Bug Screen 0.76 Bug Screen 0.76 Bug Screen 0.76 Bug Screen 0.76 Bug Screen 0,76 Bug Screen 0.76 Bug Screen 0.76 Bug Screen 0.76 Bug Screen 0.76 Window JHgt. Wd. Overtianq Len. Hgt. LExL RExl, Left Fin Right Fin Disl, Len. Hgt DIst. Len. _Hg.l, THERMAL MASS FOR HIGH MASS DESIGN Area Thicl<.Heat Inside Type (sf) (in.) Gap. Cond. R-Val. JA IV Reference Condition Location/ Status Comments PERIMETER LOSSES Insulation Condition Location/ Length R-Val. Location JA IV Reference Status Comments Slab Perimeter 12 None No Insulation 26-A1 New 5313 Slab Perimeter 12 None No Insulation 26-A1 New 5312 Slab Perimeter 48 None No insulation 26-A1 New 5312 Slab Perimeter 23 None No insulation 26-A1 New 5312 Slab Perimeter 23 None No Insulation 26-A1 New 5311 EnergyPro 4.4 by EnergySoft Run Inltiatipp TImg: 10/14/09 1$:47;?4 User Number: 3218 Run Code: 1255564054 Job Number 041246.10 Page:9of 16 Certificate Of Compliance : Residential (Pait2of4) CF-1R Carlsbad Ranch Villa 53 10/14/2009 Project Title Date FENESTRATION SURFACES # Type Area U-Factor SHGC True Cond. Azm. Tilt Stat. Glazing Type Location/ Comments 39 40 .4.1 42 43 M Windov 45 Window Jfl/lnclDw Window Rear jaMoa_ Right Window Left .£SL jm. JMX. 21.0 Window Front (N) 10.0 33,8 4.0 Window Rear (S) .52^ .210 Window Rigfit (W) 1B.0 •MndQW—.Left— Wln<jow Uft (E) .JJ3JB Window Left fE) 46 42 4a 50 .SLI 52 53 M 55 5.6 5Z 1. lndic«le source elUier from NFRC or Table 116A, 52-5 60.0 21.Q 10.0 Window Left (E) 33.8 Window Jam m. Rigfit (W) Window Left Window Left Window Rear Window RifltiL _CEi. ^52^5 (E) 52.5 . Jil 21.0 (W) 1£LQ n 4flO NFRC 0.47 NFRC pn 90 New Solartian fifl .S.371 0.480 NFRC 0.47 NFRC 180 90 New Solarban 60 5321 0.480 NFRC 0.47 NFRC 270 90 New Solarban 60 5321 0.480 NFRC 0.47 NFRC 90 90 New Solarban 60 5321 0.480 NFRC 0.47 NFRC 0 90 New Solarban 60 5321 0,480 .NEBC .0.47 .NERC 90 90 New Sol9rtj?n 60 5321 0.480 NFRC 0.47 NFRC .0 90 NevL. Solarban 60 5334 0.480 NFRC 0.47 NFRC 180 90 New Solarban 60 5334 0.480 NFRC 0.47 NFRC _.2Z0. .SQ. New. Solarban 60 5334 .• 0.4B0.NERC J3,47 NFRC 90 90 New Solarban 60 0.480 NFRC 0-47 NFRC 90 90 New Soiartaan 60 5334 0.480 NFRC 0.47 NFRC 90 90 New Solartjan 60 5333 ^0.480 iJERC JiAI NFRC 0 90 New Solartan 60 5333 0.480 NFRC 0.47 NFRC _2IQ. 90 New Solarban 60 5333 0.480 NFRC 0.47 NFRC 90 90 New Solari>an 60 5333 0.480 NFRC. J).4Z NFRC _ 90 90 New Solart>an 60 5333 0.480 NFRC 0.47 NFRC 90 90 New Solart>an 60 5332 0.480 NFRC 0.47 NFRC 180 90 New Solarban 60 5332 _D^liEBC.0.47 J^EHC __2ZQ-Solarban 60 S.332 2, Indicate source either from NFRC or Table 116B. INTERIOR AND EXTERIOR SHADING 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 Exterior Shade Type SHGC Bug Screen 0.76 Bug Screen 0.76 Bug Screen 0.76 Bug Screen 0.76 Bug Screen 0.76 Bug Screen 0.76 Bua Screen 0.76 Bug Screen 0.76 Bug Screen 0.76 Bug Screen 0.76 Bug Screen 0.76 Bug Screen 0.76 Bug Screen 0.76 Bug Screen 0.76 Bug Saeen 0.76 Bug Screen 0.76 Bug Screen 0.76 Bug Screen 0.76 Bug Screen 0.76 Window Hgt Wd. Overhang Left Fin Len. Hgt. LExL RExt. Dist. Len, H^L Right Fin Disl, Len, Hgt. THERMAL MASS FOR HIGH MASS DESIGN Area ThiclcHeat Inside Type (sf) (in.) Cap. Cond. R-Val. JA IV Reference Condition Location/ Status Comments PERIMETER LOSSES Type Length Insulation R-Val. Location JA IV Reference Condition Status Location/ Comments Slab Perimeter 46 None No insulation 26-A1 New 5311 Slab Perimeter 52 None No Insulation 26-A1 New 5311 1 Run initiation Time: 10/14/P916:47:34 RunCQ(l9: 12SS564054 [ EnergyPro4.4 byEnergySoft User Number 321B Job Number 041246.10 Page: 10 of IB Certificate Of Compliance : Residential (Part 2 of 4) CF-1R Carlsbad Ranch Villa 53 Project Title 10/14/2009 Date FENESTRATION SURFACES # Type Area True Cond. U-Factor SHGC Azm. Tilt Stat. Glazing Type Location/ Comments 58 JWindow .-Lefl 59 .60 61 62 £3 4E) .33.B ._Q.4flD NFRC 0.47 NFRC ..9D- QQ NfiW Salart)an.BQ_ Window Left (E) 60.0 JEl 52,5 (S) 21,0 Window Left Window Rear Window Front (N^ 18.0 JMCldflV! 10,0 0.480 NFRC 0.460 NFRC 0.460 NFRC 0.480 NFRC 0.480 NFRC 0.47 0.47 0.47 0.47 5,47 NFRC NFRC NFRC NFRC NFRC 90 90 90 New Solarban 60 180 _90 New^ 90 New Solariian 60 Solari:an 60 270 _90.blew_ 90 New Solartian 60 Sol9rt?9n.e0 64 JfitiDdost. JLfifl -4EI _3ie _Q^48D_NEaC QA7 HERC 90. -30. Nffli Solarban 60 S332_ 5332 5331 5331 5331 5331 1. Indicale source either from NFRC or Table 116A, INTERIOR AND EXTERIOR SHADING 2. Indicate source eilher Tram NFRC or Table 116B. 58 5? 60 61 Bug Screen 62 63 64 Exterior Shade Type Bug Screen Bug Screen Bug Screen Bug Screen Bug Screen Bug Screen SHGC 0.76 0.76 0.76 JL76 0.76 0.76 JL76. Window jHgiL Wd. Overhang Len, Hgt, LExt. RExt, Left Fin Dist. Len, Hgt. Right Ein Dist Len; JHgt. THERMAL MASS FOR HIGH MASS DESIGN Area Thick.Heat Type (sf) (in.) Cap. Cond. Inside R-Val, JA IV Reference Condition Location/ Status Comments PERIMETER LOSSES Typ^ _ Length R-Val. Insulation Location JA IV Reference Condition Location/ Status Comments Run Initiation Time: 10/14/P9 16:47:34 Run Code: 1255564054 EnergyPro 4.4 by EnergySoft User Number 3218 Job Number: 041246.10 Page: 11 of 1B | Certificate Of Compliance : Residential (Part 3 of 4) CF-1R Carlsbad Ranch Villa 53 10/14/2009 Project Title Date HVAC SYSTEMS Heating Location Type Minimum Eff Cooling Type Minimum Condition Eff Status Thermostat Type FC-5314 Split Heat Pump 7.70 HSPF Split Heat Pump 13.0 SEER New Setback FC-5313 Split Heat Pump 7,70 HSPF Split Heat Pump 13.0 SEER New Setbacl( FC-5312 Split Heat Pump 7.70 HSPF Split Heat Pump 13.0 SEER New Selt>ack HVAC DISTRIBUTION Location Heating Cooling Duct Location Duct Condition R-Value Status Ducts Tested? FC-5314 Ducted Ducted Attic 4.2 New No FC-5313 Ducted Ducted Attic 4.2 New No FC-5312 Ducted Ducted AtUc 4.2 New No Hydronic Piping ^.^^ ^.^ System Name Length Diameter Insul, Thick. - WATER HEATING SYSTEMS Water Heater System Name Type Distribution #in Syst. Rated Input (Btu/hr) Tank Cap. (gal) Energy Condition Factor Standby Status or RE Loss (% Tank Insul. R-Value ) Ext. Raypak WH-502B Large Gas Central System 1 500.000 225 New 0,85 0.00% 0.0 Multi-Family Central Water Heating Details Hot Water Pump Control 1 Timer+Temp HP Type 0.2 Standard Hot Water Piping Length (ft) In Plenum Outside Buried 550 0 Add 1/2" Insulation . HQ REMARKS COMPLIANCE STATEMENT This ceriilicate of compliance lists the building features and specifications needed to comply with Title 24, Parts 1 and 6 of the California Coda of Regulations, and the administrative regulations to implement them.This certificate has been signed by (he Individual with overall design responsibility. The undersigned recognizes that compliance using duct design, duct sealing, verification of refrigerant charge and TXVs, Insulation Installation quality, and building envelope sealing require Installer testng and certification and field verificatfon by an approved HERS rater. Designer or Owner (per Business & Professions Code) Name: Title/Finn: Nogle Onufer Associates Arcfiitects Address: 2398 San Dieqo Ave. San DIeoo, CA 92110 Telephone: (&L9) 297-6066 Documentation Author Name: Derek Hudak Title/Finn: M-E Engineers Address: 12127 KIritham Road Uc#: ( . Powav. CA 92064 Telephone: 1658) 391 -2922 (sign: 1 eiepnone: (6561 3»1 -29 (date) (signature) ' I riatB I date) Enforcement Agency Name: Title/Firm: Address: Telephone: (signature) (date) Run Initiation Time; 1OT4/091§;47;?4 Run Coda: 1255564054 EnerflyPro4.4 byEnergySoft User Number: 3218 Job Numben 041246.10 Page: 12 of IB Certificate Of Compliance : Residential (Part 3 of 4) CF-1R Carlsbad Ranch Villa 53. Project Title 10/14/2009 Date HVAC SYSTEMS Location FC-5311 FC-5324 FC-5323 HVAC DISTRIBUTION Heating Type Split Heat Pump Split Heat Pump Split Heat Pump Minimum Cooling Eff Type Minimum Eff 7.70 HSPF 7.70 HSPF Spin Heat Pump Split Heat Pump' 7.70 HSPF Split Heal Pump Location Heating FC-5311 Ducted FC-5324 FC-S323 Hydronic Piping System Name Ducted Ducted Cooling Dueled Ducted Ducted Pipe Length Pipe Diameter Insul. Thick. WATER HEATING SYSTEMS System Name Water Heater Type Distribution Duct Location Attic Attic Attic Rated # in Input Syst. (Btu/hr) Tank Cap. Jaai)_ Condition Status 13.0 SEER New 13.0 SEER New 13.0 SEER New Duct Condition R-Value Status 4J_ 4.2 New New 4.2 New Condition Status Energy Factor or RE Thermostat Type Setback Setback Setback Ducts Tested? |v!o No No Tank Insui. Standby R-Value Loss(%) Ext. Multi-Family Central Water Heating Details Hot Water Pijmp Control # HP Type Hot Water Piping Length (ft) In Plenum Outside Buried Add 1/2" Insulation REMARKS COMPLIANCE STATEMENT This certificate of compliance lists the building features and spedficatnns needed to comply witfi Title 24, Parts 1 and 6 of the California Code of Regulattons, and the admlnislralive regulations to implement them.This certificate has been signed by the individual with overall design responsibility. The undersigned recogntees that compliance using duct design, duct sealing, verification of refrigerant charge and TXVs, insulation installation quality, and building envekipe sealing require installer testing and certification and Held veriltcallon by an approved HERS rater. Designer or Owner (per Business & Professions Code) Name: Title/Rmi: Nogle Onufer Associates Arcbltects Address: 2398 San D[ego Aye. San Diego. CA 92110 Telephone: /619) 297-8066 Uc.#: Cl)8l4^ (signature (date) Documentation Author Name; Derek Hudak Title/Firm: Wb.E.Engineers „. Address: 12127 Kiri<ham Road Powav. CA 92064 Telephone: (856) 391-2922 _ (signature) r (Idale) Enforcement Agency Name: Title/Finn: Address: Telephone: (signature) (date) Run InHiatlonTima: 10M4/09 16:47:34 Run Cffde: IZSSmnSft,,, EnergyPro4.4 byEnergySoft User Number: 321B Job Number 041246.10 Page: 13 of 1B ) Certificate Of Compliance : Residential (Part 3 of 4) CF-1R Carlsbad Ranch Villa 53 10/14/2009 Project Title Date HVAC SYSTEMS Location Heating Type Minimum Cooling Eff Type Minimum Condition Eff Status Thermostat - .IVP? . FC-5322 Spilt Heat Pump 7,70 HSPF Spfit Heat Pump 13.0 SEER New Setback FC-5321 Split Heat Pump 7.70 HSPF Split Heat Pump 13.0 SEER New Setback FC-5334 Split Heat Pump 7.70 HSPF Spilt Heat Pump 13.0 SEER New Setback HVAC DISTRIBUTION Location Heating Duct Cooling Location Duct Condition R-Value Status Ducts Tested? FC-5322 Ducted Ducted Attic 4.2 New No FC-5321 Ducted Ducted Attic 4.2 New No FC-5334 Ducted Ducted Attic 4.2 New No Hydronic Piping System Name Pipe Pipe Insul, Length Diameter Thick, WATER HEATING SYSTEMS System Name Water Heater Type Distribution #in Syst Rated Input (Btu/hr) Tank Cap. i9_al)_ Energy Tank Insul. Condition Factor Standby R-Value Status or RE Loss (%) Ext. Multi-Family Central Water Heating Details Hot Water Pump Control # HP Type Hot Water Piping Length (ft) In Plenum Outside Buried Add 1/2" Insulation REMARKS COMPLIANCE STATEMENT This certificate of compliance Hsls the buikling features and specifications needed to comply with Title 24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them.This certificate has been signed by the Indivklual with overall design responsibility. The undersigned recognizes lhal compliance using duct design, dud sealing, verification of refrigerant charge and TXVs, Irtsulatlon installation quality, and building envelope seating require Installer testing and certification and field verification by an approved HERS rater. Designer or Owner (per Business & Professions Code) Name: Title/FMmi: Nogle Onufer Associates Architects Address: 2398 San Diego Ave. Documentation Author Name: Derek Hudak Title/Hnn: M-E Engineers Address; San Dieqo. CA 92110 Telephone: (619) 297-6066 (signature) f l.ic.it-.C.Wr'nin 12127 Kirkham Road Po\yay. CA 92064 Teleph9ne: (858) 391-2922 (date) (signature) (date) Enforcement Agency Name: TiUe/FInn; Address: Telephone: (signature) (date) 1 Run Initiation Time: 10/14/09 16;4r:34 Run Code: 1255564054 1 1 EnergyPro 4,'1 byEnergySoft User Number 3218 Job Number 041246.10 Page: 14 of 16 i Certificate Of Compliance : Residential (Part 3 of 4) CF-1R Carlsbad Ranch Villa 53 10/14/2009 Project Title Date HVAC SYSTEMS Heating Location Type Minimum Eff Cooling Type Minimum Eff Condition Thermostat Status Type FC-5333 FC-5332 Split Heat Pump Split Heat Pump FC-5331 HVAC DISTRIBUTION Split Heat Pump 7,70 HSPF Split Heat Pump _7.70 HSPF _ Split Heat Pump Split Heat Pump 13.0 SEER New 7.70 HSPF Location Heating Cooling FC-5333 Ducted Ducted FC-5332 FC-5331 Ducted Ducted Ducted Duct Location AWc Attic Ducted Attic Hydronic Piping System Name Pipe Pipe Insul, Length Diameter _ Thick. WATER HEATING SYSTEMS System Name Water Heater Type Distribution #in Syst, Rated Input .(Btu/hr) Tank Cap, Jg.a!) 13.0 SEER _ New 13.0 SEER New Setback Setback Setback Duct Condition Ducts R-Value Status Tested? ±2 New 4.2 New 4.2 New No No No Condition Status Energy Factor or RE Tank Insul. Standby R-Value Loss (%) Ext. Multi-Family Central Water Heating Details Hot Water Pump Control # HP Type Hot Water Piping Length (ft) In Plenum Outside Buried Add 1/2" Insulation REMARKS COMPLIANCE STATEMENT This certiRcate of compliance lists the buikling features and specificallons needed lo comply with Title 24, Parts 1 and 6 of the California Code of Regulations, and the administralive regulations to implement them.This ceriilicate has been signed by the Indivklual with overall design responsibility. The undersigned recognizes that compliance using duct design, duct sealing, verification of relrigerant charge and TXVs, Insulation installation quality, and bulklkig envelope sealing require Instaler testing and certificalion and field verification by an approved HERS rater. Designer or Owner (per Business & Professions Code) Name: Title/Finn: Nogle Onufer Associates Architects Address: 2398 San Diego Ave. San DIeoo. CA 92110 Telephone: (6j9) 297-8066 Documantalion Author Name: Derek Hudak Tllie/Flnm: Address: M-E Engineers 12127 Kiri<ham Road Lic.#:" Cl^HlT Poway, CA 92064 Telephone: (858) 391-2922 (dale) (signature) I (date) Enforcement Agency Name; Title/Firm: Address: Telephone: (signature) (date) 1 Run initiation Time: 10/14/09 16:47:34 Run Cods: 125SS640S4 1 1 EnergyPro4.4 byEnergySoft User Number 3216 Job Number 041246.10 Page: 15 of 18 i Certificate Of Compliance : Residential (Part 4 of 4) CF-1R Carlsbad Ranch Villa 53 10/14/2009 Project Title Date Special Features and Modeling Assumptions Ttie local enforcement agency sfiould pay special attention to tlie Items specified In this checklist. These items require special written justification and documentation, and special verification to be used with the performance approach. The local based on the adequacy of the special justification and documentation submitted. Plan Field Multiple Dwelling Units are served by a common water heater. Verify DHW details on Part 3 of this report. The DHW System "Raypak WH-502B" is a Large Gas water heater with Pilot Loss = 0 btuh. • HERS Required Verification HERS provider using approved testing and/or verification methods. Plan Field 1 1 Run Initiation Time: 10/14/09 16:47:34 Run Code: 12S55640S4 EnergyPro 4.4 by EnergySofl User Number: 321B Job Number 041246.10 Pa9e:16of ia Mandatory Measures Summary: Residential (Page 1 of 2) MF-1R NOTE: Lowrlse residential buildings subject lo (he Standards must contain these measures regardless of the compliance approach used. More stringent compliance requirements from the Cartificale of Compliance supercede Ihe Hems marked with an asterisk (*) betow. When Ihis checklist is incorporated into ttie permit documents, the features noted shaH be considered by al parties as minimum component performancs specincstions lor the martdatory measures wtiether they are shown elsewhere in the docunenls or on this checklist only. : nPQPPIPTinKI ^^^<^k or initial applicable boxes or check NA if not applicable and included with the I lUIN permit application documentation. N/A ENFORCE- DESIGNER MENT I Building Envelope Measures § 150(a): Minimum R-19 In wood ceiling Insulation or equivalent U-factor In melal frame celling. S 150(b): Loose fill insulalion manufacturer's labeled R-Value: , § 150(c): Minimum R-IS svall Insulation In wood framed walls or equivaienl U-factor in metal frame walls (does not apply to exterior mass wals). 5 1S0(d): Minimum R-13 raised fkxjr insulation in framed floors or equivalent U-fxtor. S 150(e): Inslallallon of Fireplaces, Decorative Gas Apptancesarxl Gas Logs. 1. Masonry and factory-buH fireplaces have: a. ctosable metal or glass door covering Ihe entire opening of Itw firebox b. outside air intake with damper and control, Rue damper and control 2. No conlinuous burning gas pitot lights allowed. § 150(f): Air retarding wrap instated to comply with &151 meets requirements speclfled In the ACM Resklenlial Manual, i 1S0(g): Vapor barriers mandator In Cbnals Zones 14 and 16 only. S 150(1): Slab edge Insulatkin - water absorption rate for the Insulation atone without facings no greater tlian 0.3%. water vapor permeance rate no greater than 2,0 perm/Inch. § 118: insulation specified or installed meets Insulation Inslalallon quaUty standards. Indicate type and include CF-6R Form: § 116-17; Fenestration Products, Exterior Doors, and InfiltrsUon/Exflltiation Conlrols. 1. Doors and windows between condiUoned and unconditioned spaces designed to limit air leakage. 2. Fenestratkin products (except fleU fabricaled) have label with certified U-Factor, certified Solar Heat Gain Coefficient (SHGC). and infillralion certificalion, 3. Exterior doors and windows weatherstripped; al joints and penetrations caulted and sealed. Space Conditioning, Water Heating and Plumbing System Measures § 110-13: liVAC equipment, water heatei?, showertieads and faucets certified by the Energy Conunt5Sk>n. § 150(h): Heating and/or coofaig toads calculated in accordance wilh ASHRAE, SMACNA or ACCA, S 150(1): Setback thermostat on all appbcBble heating and/or cooling systems. § 150(1): Water system pipe and lank Insulation and cooing systems boe Insulation. 1. Storage gas water heaters rated with an Energy Factor less than 0.56 must be externally wrapped with insulalion having an InstaBad thermal resistance of R-12 or greater, 2. Back-up tanks lor solar systems, unflred storage tanks, or other Indirect hot water tanks have R-12 external Insulalion or R-tS Internal Insulation and indicated on Ihe exlerksr of the tank showing the R-value. 3. The folowing piping is Insulated according lo TaUe 160-A/B or Equabon 150-A Insulation Thickness: 1. First 5 feet of hot and cold water pipes ckisesi to water heater tanl<, non-reclrculallng systems, and entire length of recirculating sections of hot water pipes shall be insulated to Table 150B, 2, Cooling system piping (suction, chilled water, or brine lines), piping Insulated betmen heating source and indirect hot water lank shall be insulated lo Table 1S0-B and Equation 1S0-A. 4. Steam hydronic heating systems or hot water systems > 15 psi, meet requirements ofTable 123-A. 5. Insulation must be protected from damage. Including lhal due lo sunlighl, moisture, equipment maintenance, and wind. 6. Insulation for chilled water piping and refrigerant suction piping Includes a vapor retardanl or is enclosed entirely in condiUoned space. 7. Solar wBter-healing systems/collectors are certified by the Solar Rating and Certification Corporation. • • • • • • • • • • • • • • • • • • • (] • • • ; ] • • • • • • • • • • • (J • • • • • 1] • • • • EnergyPro4.4 byEnergySoft User Number: 3216 Job Number 041246.10 Page: 17 of ta Mandatory Measures Summary: Residential (Page 2 of 2) MF-1R NOTE: Lowrlse residential buildings subject to the Standards must contain these measures regardless of tne compliance approach used. More stringent comptance reqmremenls from the Certificate of l>)mpliance supercede the items marited with an asterisk (') bekw. When this checklist is lncoq»raled into the permit documents, the ieatures noted shall be considered by al parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhera In Ihe documents or on this checklist only. DESCRIPTION InstrucUons: Check or initial applicable boxes when completed or check N/A if not applicable. ENFORCE- DESIGNER MENT Space Conditioning, Water Heating and Plumbing System Measures: (continued) § 1S0(m): Ducts and f=an$ 1. Al ducts and plenums Instaled. sealed and Insulated to meet Ihe requirements of the CMC Sections 601,602, 603,604, 605, and Standard 6-5; supply-air and relum-air ducts and plenums are Insulated to a minumum Instaled level of R-4.2 or enctosed entirely In conditk>ned space. Openings shall be sealed with mastic, tape or other duct-ctosure system that meets the applceble requirements of UL 181, UL 181 A. or UL 1618 or aerosol sealant that meets the requirements ofUL 723. If mastic or tape is used lo seal openings greater than 1/4 Inch, the combination ofmastk: and eitner mesh or tape shal be used. 2. Buikling cavities, support plalfonns for air handlers, and plenums defined or consloicted wilh materials other than sealed sheet melal, duct board or flexible duct shall not be used for conveying conditioned air. Buikling cavities and support ptatforms may contain duels. Ducts installed in cavities and support platfonns stiaW not be compressed to cause reductions In the cross-secUonal area of the ducts. 3. Joints and seams of duct systems and their components shall not be sealed wilh ckilh back rubber adhesive duct tapes unless such tape Is used in combkiatkin with masilc and draw bands. 4. Exhaust fan systems have back draft or automatic dampers. 5. Gravity ventllaling systems serving conditioned space have either automatic or readily accessible, manually operating dampers. 6. Protection of Insulation. Insulatnn shal be protected from damage, including that due to sunlght, molslure, equipment maintenance, end wind. Cellular foam insulation shall be protected as above or painted with a coating thai lsvi«ler relaidant and provkles sMekllng from solar radlallon that can cause degradation ot the material. 7. Flexibia ilucts cannot have parous inner cores. §114: Pool and Spa Heating Systems and Equipment 1, A thennal efficiency that complies with the Appliance EfitclefKy Regulations, on-off swilch mounted outside of the heater, weatnerpn^of operating instructions, no electric resistance healing and no pitot light. 2, System is installed with: a. At least 36* of pipe between filter and healer for future solar healing. b. Cover for outdoor pools or outdoor spas. 3, Pool system has directional inlets and a circulation pump time switch. §115: Gas fired fan-type central furnaces, pool healers, spa heaters or househoM cooking appliances have no continuously burning pHol light. (Exception: Non-electilcal cooking appVances with pitot < 160 Btu/hr) S 118 (i): Cool Roof material meets specified criteria Lighting Measures § 150(k)1: HIGH EFFICACY LUMINAIRES OTHER THAN OUTDOOR HID: conlain only high efficacy lamps as outlined in Table 1S0-C, and do not contain a medium screw base socket (E24/E26). Ballasts for lamps 13 Watts or greater are electric and have an output frequency no less than 20 kHz. contain only high efficacy lamps as outlined In Table 150-C, • S 150(k)1: HIGH EFFICACY LUMINAIRES - OUTDOOR HID: lumlnaire has factory Installed HID ballasl. § lS0(k)2: Permanently Installed luminafres In kitchens shal be high efficacy lumlnalres. Up to 50% of the Wattage, as detennnlned in Section 130(c). of permanently installed kimlnalras In kHchens may be in lumlnalres that ave not high efficacy kimlnalres, provided thai these lumlnalres ate conlrolled by switches separate from those conl/olting the high efficacy lumlna res. § 150(k)3: Permanently Installed luminaires in l>alhrooms, garages, laundry rooms, utility rooms shall be high efficacy lumlnalres. OR are contivlled by an occupant sensorfs) certfied to comply with Section 119(d]. § 150(k)4: PennenenHy Installed lumlnalres located other than In kllcnens. bathroonns, garages, laundry rooms, and utiEty rooms shal be hfgn efricacy krniinalres (except cbsels less than 70 ft) OR are controllea by a dimmer switch OH are conlroted by an occupant sensor that complies wilh Section 11 g(d) that d&es not turn on automatically or have en always on option, § 1S0(k)5: Luminaires that are recessed Into insulated ceilings are approved for zero dearanca Insulatksn cover (IC) and are certified to ASJM £263 and labeled as air tight (AT) lo less than 2.0 CFM al 75 Pascals, § 150(k)6: Lumlnalres providing outdoor lighting and permanently mounted lo a residential buiU'ng or to other buiUings on the same tol shall be high efficacy luminaires (not including lighting around swimming pools/water features or other Artrcle 680 kx»tlons) OR are controlled by occupant sensors with integral photo control certified lo comply with Section 119(d), § 1S0{k)7: Lighting for patMng tots for 6 or more vehicles shall have fighting that complies with Sections 130,132, and 147. Lighting for parking garages fbr S or more vehicles shaPhave lighling that complies with Section 130,131. and 146. § 150(k)8; Permanently Instaled lighling in the enclosed, non-dwelling spaces of taw-rise residential buildings wilh four or more dwelling units sltall be high eflicacy luminaires OR are controlled by occupant sensor(s) certified to comply with Section 119(d), • • • • • • m • • • • • • • • • • • i—1 • 1—' • m • • • • • • 1.1 • • • • • • • • • • • • • n • EnergyPro 4,4 by EnBrgySoU User Number: 3216 Job Number: 041246.10 Page: 18 of IB o s> 5 I L M ^ 0 ii 1 = r^ It o 3 i» r* O 2 (ft (ft o o • o o 3 Tl •o "I o a ^1 SKI • n <