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AR (06-4386)06-4386 Property_ Address: 77892 LITTLE EAGLE CT APN: 658-140-999-104 =29436 -" Application description: ADDITION - RESIDENTIAL" Property Zoning: LOW DENSITY RESIDENTIAL Application valuation: 27731 Applicant: Architect or Engineer: LICENSED CONTRACTOR'S DECLARATION BUILDING & SAFETY DEPARTMENT BUILDING PERMIT I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Busines and Professionals Code, and my License is in full force and effect. License Class: B License 8p6299 INN:Dated 'D —:Contractor:, ` ' ER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the following reason (Sec. 7031 .5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or'she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: ' 1 _ 1 I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The - Contractors' State License Law does not apply to an owner of property who builds or improves thereon, - and who does the work himself or herself through his or her own employees, provided that the improvements are not intended or offered for sale. If, however, the building or'improvement is sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or - improve for the purpose of sale.). - (_ 1 1, as owner of the property,, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code:, The Contractors' State License Law does not apply to an owner of property whobuildsor improves thereon,,and who contracts for the projects with a contractor(s) licensed - pursuant to the Contractors' State License Law.). 1 1 I am exempt under Sec. , B.&P.C. for this reason Date: Owner: CONSTRUCTION LENDING AGENCY I hereby affirm under penalty,of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C.I. Lender's Name: Lender's Address: J LQPERMIT Owner: SCOTT STOKES 77982 LITTLE EAGLE CT LA QUINTA, CA 92253'. Contractor: MARVEST " 42208 WASHINGTON STREET F BERMUDA DUNES, CA 92201-- (760)360-7061 Lic..No.: 876299 VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 77777153. Date: 1/30/07 - - - - - - - - - - = - - - - /- - — -WORKER'S COMPENSATION DECLARATIO I hereby affirm under penalty of perjury one of the.following declarations: ' I have'and will maintain a certificate.of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I have and will maintain workers' compensation insurance, 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: Carrier STATE FUND Policy Number 184615506 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, ' and agree that, if I should lWcome subject to the workers' compe ation provisions of Section I 3700 of the Labor Code, I all forthwith fArr with t s provi ions. - /Date: -A �,�Aoolicant` WARNING: 9AILURE_TO-SE@URE WORK ERS'%:OMANSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS 1$100,0001. IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN ' SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES: ' APPLICANT ACKNOWLEDGEMENT IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the ' conditions and restrictions set forth on this application. - 1. Each person upon whose behalf this application is made, each person at whose request and for whose benefit work is performed under or pursuant to -any permit issued as a result of this application, the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents and employees for any act.or omission related to the work being performed under or following issuance of this permit. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. certify that I have read this application and statethat the ove information is correct. I agree[ comply with all city and county ordinances and state laws relating to buildin constru ion, hereb resentatives of this c unty o enter upon the above-mentioned property 'nspect u ses. ' .Date; ` iggnature'(Applicant or Agentl: w Application Number . . . . .. 06-00004386' c,. Permit . . . . BUILDING.PERMIT Additional desc . Permit.Fee . . . . 271.50, : Plan Check Fee 176.48 Issue Date Valuation . . 27731 Expiration Date 7/21/07 Qty Unit Charge Per Extension BASE FEE - 252.00 3.00 6.5000 THOU BLDG 25,001-50,000 19.50 Permit . . . ELECT - ADD/ALT/REM Additional desc . Permit Fee . . . . 31.52 Plan Check Fee 7.88 Issue Date Valuation . . 0 Expiration Date 7/21/07 Qty Unit Charge Per Extension BASE FEE 15.00 472.00 0350 ----------------------------------------------------------------------------- ELEC NEW RES - 1, OR 2 FAMILY 16.52 Permit MECHANICAL . Additional desc . Permit Fee 39.50 Plan Check Fee 9.88 Issue Date . . . Valuation . . . 0 Expiration Date 7/21/07 Qty Unit Charge Per Extension BASE FEE 15:00 1.00 9.0000 EA MECH FURNACE <=100K 9.00 1.00• 9.0000 _EA "MECH B/C <=31iP/100K BTU 9.00 1.00 6.5000 EA MECH VENT FAN.. 6.50 Permit . . . PLUMBING Additional'desc . Permit Fee . . . 49.50 Plan Check Fee 12.38 Issue Date . . . . Valuation. 0 .:Expiration Date 7/21/07 Qty Unit Charge. Per Extension BASE FEE 15.00 .3*.00 6.0000 EA PLB FIXTURE 18.0.0 1.00 7.5000 EA PLB WATER HEATER/VENT, 7.50 1.00 3.0000 EA PLB WATER INST/ALT/REP 3.00 2.00 3.0000 EA PLB GAS PIPE 1-4 OUTLETS 6.00 - .LQPERMIT . Application Number . . . . . 06-00004386 c Special Notes.and Comments CASITA ADDITION 472 SQ. FT. ---------------------------------------------------------------------------- Other Fees . . . . . . . . . ENERGY REVIEW FEE 17.65 STRONG MOTION (SMI).- RES 3.88 Fee summary Charged Paid Credited Due Permit Fee Total 392.02 .00 .00 392.02 Plan Check Total 206.62 .00 .00 206.62 Other Fee Total 21.53 .00 .00 21.53 Grand Total 620.17 .00 .00 620.17 4 'Blit # IJ3 City of La nuinta Building U Safety Division P.O. Box 1504, 78-495 Calle Tampico La Quinta, CA 92253 - (760) 777-7012 Building Permit Application and Tracking Sheet Permit # p� DD (� Project Address:7,7 89 2 LfTYG E AG L E Cj Owner's Name: SC.p� Sr0 � FS A. P. Number: 6.)-3 - Sjo _ O Z/ Address: 78 -0/ -T- f44.4 1A) .ST *AOY 1,VA,8 83 Legal Description: 4.,,7- / o y/ 7"z,4c7" 29z/?4. Contractor: 78P 4 Address: Ci Zi City, ST , p !4 Qti �.�rx, Cts- 9 2zS3 Telephone: % 0 2 Sty $ y irk- SAddress: Project Description: C.4 S / 7 -A - City, ST, Zip: Telephone: City Lie. #: State Lie. # : Arch., Engr., Designer. L&&,Ve q Address: 7,0 %30,Y City, ST, Zip: 1_4 Q c� / �/ %/� �' l 2 2 Telephone: bb 564/ p 6 K State Lie. #: Construction Type: (ot% Occupancy: Project type (circle one): New . dd' Alter Repair Demo Name of Contact Person: Lc Al eA4 Sq. Ft.: -/% Z #Stories: #Units: Telephone # of Contact Person: Estimated Value of Project: APPLICANT: DO NOT WRITE BELOW THIS LINE # Submittal Req'd Recd TRACK NG _ PERMIT FEES Plan Sets Plan Check submitted Item Amount Structural Caics. Reviewed' ready tori, ecdoas bl Plan Check Deposit Truss Cafes. Called Contact Person Plan Check Balance Energy Calcs. Plans picked up p'f Construction Flood plain plan Plans resubmitted Mechanical Grading. plan V Review, ready for correctisA Electrical Subcoutactor List Called Contact Person Plumbing Grant Deed Plans picked up S.M.I. H.O.A. Approval Plans resubmitted Grading IN HOUSE:- Review, ready for correctio s/issue Developer Impact Fee j 1 Planning Approvalf, v f Called Contact Person A.I.P.P. Pub. Wks. A r PP f' r 7 -bo ��; C 1kAo(P_ Date of permit issue 1 School Fees Tota Permit Fe I L.1 L/ 1 LAA '� OiV SOA RV C 1 N HOLD V had be 15S o 6,D �� 6ft- bc% 60 ( FW5 ,-L/" 0 C�v�'RR. 1..�ar►�rca../ At the present time, ttie Desert Sands Unified School District does not collect fees on garages/carports, covered patiostwalkways, residential additions under 5 00 square feet, detached accessory structures (spaces that do not contain facilities for living, sleeping, cooking, eating or sanitation) or replacement mobile ho mes. It has been determined that the above-named ;Owner is exempt from paying school fees at this time due to the following reason: EXEMPTION NOT APPLICABLE This certifies that school facility fees imposed pursuant to Education Code Section 17620 and Government Code 65995 Et Seq. in the amount of $2.63 X 472 S.F. or $1,241.36 have been paid for the property listed above and that building permits and/or Certificates of Occupancy for this square footage in this proposed project may now be issued. Fees Paid By CC/Desert Commercial Bank - Scott Stokes Check No. 100543 Name on the check Telephone 250.8485 Funding Residential By Dr. Doris Wilson Superintendent "N. y It t Fee collected /exem ed by aron cGllvrey Payment Recd $0.00 t; ;. N. fiver/Unde�� 4 .p $1,241.36 r 'y - Signature.+` NOTICE: Pursuant to Government Code Section 66020 , this will serve to notify you that the 90 -day approval period in which you may protest the fees o r other payment identified above will begin to run from the date on which the building or installation permit for this project is issued, or from the date on which those amounts are paid to the District(s) or to another public entity authorized to collect them on the District('s) behalf, whichever is earlier. NOTICE: This Document NOT VALID if Duplicated Embossed Original - Building Department/Applicant Copy - Applicant/Receipt Copy - Accounting CERTIFICATE OF COMPLIANCE ��Fi�sc Desert Sands Unified School District 47950 Dune Palms Road z4�'c��2y�. Q BERMUDA DUNES Date 1/23/07 La Quinta, CA 92253 _ V] RANCHO MIRAGE. INDIAN WELLS P ' d�'� No. 29183 (760) 771-8515 QUINTA �PINDIO J yJ p Owner Stokes APN # 623-510-021 Address 77-892 Little Eagle Ct - Jurisdiction La Quinta City La Quinta . Zip 92253 Permit # Tract # Study Area Type Detached Guest House No. of Units 1 Lot # No. Street - S.F. Lot.# No. - Street S.F. Unit 1 77892 Little Eagle Ct 472 Unit 6 . Unit 2 - Unit 7 Unit 3 Unit 8 Unit 4 _ _ Unit 9 Unit 5 Unit 10 s Comments { At the present time, ttie Desert Sands Unified School District does not collect fees on garages/carports, covered patiostwalkways, residential additions under 5 00 square feet, detached accessory structures (spaces that do not contain facilities for living, sleeping, cooking, eating or sanitation) or replacement mobile ho mes. It has been determined that the above-named ;Owner is exempt from paying school fees at this time due to the following reason: EXEMPTION NOT APPLICABLE This certifies that school facility fees imposed pursuant to Education Code Section 17620 and Government Code 65995 Et Seq. in the amount of $2.63 X 472 S.F. or $1,241.36 have been paid for the property listed above and that building permits and/or Certificates of Occupancy for this square footage in this proposed project may now be issued. Fees Paid By CC/Desert Commercial Bank - Scott Stokes Check No. 100543 Name on the check Telephone 250.8485 Funding Residential By Dr. Doris Wilson Superintendent "N. y It t Fee collected /exem ed by aron cGllvrey Payment Recd $0.00 t; ;. N. fiver/Unde�� 4 .p $1,241.36 r 'y - Signature.+` NOTICE: Pursuant to Government Code Section 66020 , this will serve to notify you that the 90 -day approval period in which you may protest the fees o r other payment identified above will begin to run from the date on which the building or installation permit for this project is issued, or from the date on which those amounts are paid to the District(s) or to another public entity authorized to collect them on the District('s) behalf, whichever is earlier. NOTICE: This Document NOT VALID if Duplicated Embossed Original - Building Department/Applicant Copy - Applicant/Receipt Copy - Accounting 012 January 3, 2007 Scott Stokes 77-892 Little Eagle Court La Quinta, CA 92253 SUBJECT: MINOR USE PERMIT 2006-873 CASITA; 77-892 LITTLE EAGLE COURT Dear Mr. Stokes: .Your request for approval of Minor Use Permitr2006-873 allowing the construction of a casita/guesthouse at 77-892 Little Eagle Court, La Quinta, is hereby approved. You may now contact the Building & Safety Department for your building permit. Enclosed is the approved original Deed Restriction for this Minor Use Permit: It must be. signed by the owner in front of a Notary Public. The original approved documents are then to be recorded with the County Recorder; with a recorded copy given to the City for our files. The Community Development Department will sign the job card when the recorded copy is received, which would provide our clearance to the Building & Safety Department to issue the building final inspection.- Until the.recorded copy is received by the Community Development Department, your Minor Use Permit is not complete and a final inspection will not be conducted by the Building & Safety Department. Should you have any.questions, please call me at (760) 777-7125. Sincerely, PONNE4FRANC0 .. Assistant Planner Attachments -c.MBuil_ding and-SafetysDe-p:artment P.O. Box 1504 • LA QUINTA, CALIFORNIA 9.2247-1504 78-495 CALLS TAMPICO • LA QUINTA, CALIFORNIA 92253 (760) '777-7000 -FAX (760) 777-7101 RECORDING REQUESTED BY: Scott Stokes 77-892 Little Eagle Court t La Quinta, CA 92236. WHEN RECORDED PLEASE, MAIL TO: • ' Scott Stokes 77-892 Little Eagle. Court La Quinta, CA 92236 COVENANT AND AGREEMENT'RESTRICTING THE USE OF THE RESIDENCE AT 77-892 LITTLE EAGLE COURT, LA QUINTA, 92253 This Covenant and Agreement are made and executed this 3`d of January by Scott.Stokes, as the recorded owner(s) of the property described herein. The City of La Quinta; a Municipal Corporation, is hereby made a party - to this Agreement. for the purposes set forth below. The undersigned hereby certifies, that he/she is the property owner , of the following described real property in the City of La Quinta, County of Riverside, State of California: r APN 623-510-021 LOT 104 TM 29436 in the. City of La Quinta, County of , Riverside, State of California + In consideration of the City of La Quinta issuing a building . permit for certain improvements which will be constructed on said property,'the undersigned does hereby covenant and agree to, and with said City, to restrict the use of. said property as follows: 1. The guest -house may ,not be rented nor sold independent of the main single- family residence (Minor Use Permit No. 2006-873; 2. No kitchen or cooking facilities shall bei constructed in the guest house per the provisions of Chapter 9.30.030 (RL Zone District) and 9.60.110 (Guest Houses) of the La Quinta Municipal Code; 3. -All on-site facilities are intended for the sole occupancy of the property owner(s), guests, and caretakers (i.e., a maid and/or housekeeper,. etc.), and, 4. The guest house shall be used primarily as a .sleeping facility, and shall be maintained in accordance with all zoning and other codes as set forth in the La Quinta Municipal Code, as may be amended from time to time. This -Covenant and Agreement shall run with the land•and shall be binding upon future owners, their successors, "heirs, or assigns, and ourselves, and shall continue in effect while said accessory building remains on the real property or unless otherwise released by.the authority of the City of La Quinta. All leases of said dwelling and/or property shall. be subject to this restriction. This Agreement shall be entitled.to.the remedy of injunctive relief in addition of any remedy in law or equity. This Covenant and Agreement and the provisions hereof are irrevocable, except by the written consent of all parties to the agreement, including the City of La Quinta, a Municipal. Corporation. The City shall have the right to enforce each and every provision hereof. -and the parties agree that the Agreement shall not be rescinded, revoked, modified, or otherwise amended or changed, without the expressed written consent of the City first being obtained. In the event that the owners, their heirs, assigns or successors in interest, shall fail to . perform any .obligation hereunder, they hereby agree to pay all costs and expenses incurred by the City of La Quinta in securing performance of such obligation, including attorney's fees. By: 1. 2., 3. Signature(s) Printed Name of all owner(s) ated: X d� L Johnson Date Planning Manager - City of La Quinta ALL PURPOSE NOTARY ACKNOWLEDGMENT(SY MUST BE. ATTACHED IN 8 1/2 X 11'' FORMAT, FOR EACH SIGNATURE. .STATE OF CALIFORNIA) COUNTY OF RIVERSIDE) CITY OF LA QUINTA) On 10.10m`1 before me, Notary Public, personally appeared -x. o,b. Acv, ._ pbrsona#y known to me or proved to me on. the basis of sati actory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the, instrument the person(s), or the entity upon behalf of which the persons) acted, executed the instrument. WITNESS my hand and official seal, Signature if the Notary Public, VLLIS Convnm or 1=69796 . Motory Pub0C - cemornio R{vemm County Cgnm bm ftt 16201 N w•- NIA . s NATIONA.L INSPECTION .ASSOCIATION, INC. E Quality Systems Management, Inc. National Testing, Ine. Orifi nation Date: 07-200; Accredited Quality Assurance / Control Agency 1AS AA -583 Metal Plate Connected. Wood Truss Non Listed .F'abricator's Audit Report Number: A 1867 Audit Date/Arrive/Depart:UT_ct/ Fabricator's Name: / [�SScUo2CS Location: 7�iP/�1p�4 C� Does the Fabricator have a current Agreement with the Agency, for Audit? ................................. Is the Quality System Manual, "QSM" up to date per AC -10 & AC -98? ........................................ Has the QSM been reviewed within a twelve month period?....................................................... Are materials used in Production per National Standards & Engineers Specifications? .............. Is an acceptable In -House Quality Control System according to National Standards in place?.. Are In -House Quality -Control Inspections being conducted per National Standards? ................. Is Final Inspection of the Trusses completed prior to Labeling & Shipment? ................................ Is there a System in place to deal with Non -Conforming Materials? ............ :............................... Are written Q.C. Inspection Reports and Agency Audits kept for at least two years? .................. Have any Corrective Action Requests, "CAR", been issued during this Audit? ..................... Product Check Revision: No. C AF f13 Yes _i/ No Yes No Yes No Yes _yC No Yes _�✓ No Yes ✓ No Yes No Yes ✓ No Yes No Yes No z--- CATEGORY / CATEGORY CONFORMING NON -CONFORM. REMARKS- EMARKS-Lumber LumberGrade Joint Accuracy is within 1/8" c� 1 Plate Placement ANSI / TPI 2002 Plate Size ICC ES Plate to Wood Tolerance is within 1/32" i Label Legibility - Labels on Site - Stamps Labels CATEGORY YES NO REMARKS Changes In Supervisory Personnel, Production Process f Per AC -98 Any Test Performed or Witnessed [/ Per AC -98 i Is There Product Tractability Per AC -98 Any "CAR" Reports From Last Audit I/ Per AC -98 Any Shut Downs or Disruptions In Production t/ Per AC -98 Any Samples Taken Any Test / Measuring Equipment That Requires Calibration 1/ Per AC -98 Per AC -98 Does the Final Product meet UBC / IBC and National Standards? Required Signatures Fabricator Q.C. Supervisor Auditor for National I spection Association P.O. Box 3426 Gillette, tiBymning 82717-3426 Zs-tYlail: NIAgillette@vcn.cotn Cellular Phone: (307) 689-5977. Page One of nvo- (307) 685-6331 Office (307) 685-6331 Tax -7 nT 7077Tn+,n i -1u1.1\J-.11.11 ;)c\ivnnncCnv i e -T AT 1A%.1, NATIONAL INSPECTION ASSOCIATION, INC. W—MAQuality Systems Manggemennca ' S National Testing, Iw. , ` 'Origination Daze: 07-2003 Revision No. C AF #14 Report Number: FINDINGS: , Number of "Correction Action Requests Issued: 7 'Ione It was found that: Last AC 10 Manual Review conducted by N.I.A., Inc.:It was found that: There ( Was / a No ) changes to the ICC AC 10 Acceptance Criteria from which your, . Quality Assurance / Control Manual was written. T - If there are changes to the AC 10 Criteria, show changes in "Comments". It was found that: This Metal Plate Connected Wood Truss Fabrication Facility as / Does Not .Have ) proper equipment for the proper shipping and delivery of trusses. t Product Review: Roof Trusses: Z / a - F Floor Trusses: _ 1,30/ 1 ' Trusses that were Reviewed, ( Meet 0Wafional Do Not Meet ) the Requirements of the U.B.C. Code, the I.B.C. Code, the I.R.C. Code, the ANStandards and the Engineer's Specifications. Comments: Page 71vo of Two 7/7 7c77r N70 / 1NW?41W I n)QN)4nMCCn?4 i +,T :nT (]nn7- OW- i t.._ . udrtor for National Inspection Association / Quality Systems Management �e P.O. Box 3426 E -Mail: NIAg Hette@vcn.com ('nlhiInr Phnne- (_3t)716R9-5977- (307) 685-6331 Office (307)•68S-6331 Fax Page 71vo of Two 7/7 7c77r N70 / 1NW?41W I n)QN)4nMCCn?4 i +,T :nT (]nn7- OW- i t.._ . r - r I w� q�S�E ^SSS \p�yP. o`or, GPQP�a �IV VII fAG%k"' t2l Phone (760) 341-2232 Fax # (760) 341-2293 Q a D SCOTT STOKES - L E N C H SALES REP: SB DUE DATE: 12/20/2006 DSGNR/CHKR: GB / SB WO#: 2D02535 SCALE: 5/32" = 1. Date: 12/21/2006 14:57 TC Live 16.00 psf DurFac-Lbr 1.25 T R U S S W O R K S TC Dead 19.00 psf DurFac-Plt 1.25 A Company You Can Truss! BC Live 0.00 psf O.C. Spacing: 24.0 BC Dead 7.00 psf Design Spec: CBC -01 75-110 St. Charles pl_ ste-11A - Palm Desert, CA_ 92211Total 37.00 psf #Tr/#Cfg: 32 / 5 Job Name: SCOTT STOKES Truss ID: A01 Q 1 Drw : Eng. Job: EJ.' BEG %-LOC REACT_ SIZE REQ'D TC 2x4 SPF 1650F -1.5E Plating spec : ANSI/TPI - 1995 UPLIFT REACTION(S) Dsgnr:GB 1 0- 4- 5 408 8.63• 1.50• BC 2x4 SPF 1650F -1.5E THIS DESIGN IS THE COMPOSITE RESULT OF Support 1 -129 lb is laterally braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise 2 2- 4- 8 46 3.50• 1.50• WEB, 2x4 HF STUD MULTIPLE LOAD CASES. Support 6 -247 lb BC Live 0.00 psf 3 4- 0- 6 23 3.50• 1.50• GBL BLIC 2x4 HF STUD IF HANGERS ARE INDICATED ON THIS DRAWING, Support 11 -129 lb 4 5- 8- 4 23 3.50" 1.50• PLATE VALUES PER ICBO RESEARCH REPORT #1607. THEY ARE BASED ON 1.5" HANGER NAILS FOR HORIZONTAL REACTION(S) :. 5 7- 4-2 37 3.50^ 1.50• Loaded for 10 PSF non -concurrent BCLL. 1 -PLY AND 3" HANGER NAILS FOR MULTI -PLY support 1 203 lb 6 9- 0- 0 626 3.50• 1.50• Mark all interior bearing locations. GIRDERS. IF 2.5" GUN NAILS ARE ITSF,.n, TF7 support 2 -103 lb - 7 10- 7-14 37 3.50• 1.50• Install interior support(s) before erection. HANGERS MUST BE -RE-EVALUATED (BY OTHERS). support 10 103 lb ` �-8 12- 3-12 23 3.50• 1.50• 'This truss is designed using the May use adequate staples for gable blocks. support 11 -203 lb 9 13-11-10 23 3.50" 1.50• CBC -01 Code. 10 15- 7- 8 46 3.50• 1.50• Bldg Enclosed = Yes, Importance Factor = 1.00 Gable verticals are 2x 4 web material spaced - - - 11 17- 7-11 408 8.63" 1.50• Truss Location End Zone at 16.0 " o.0. unless noted otherwise. ERG REQUIREMENTS shown are based ONLYHurricane/Ocean Line = No , Exp Category = C on the truss material at each bearingBldg Length = 40.00 ft, Bldg Width = 20.00 -ft • Mean roof height = 9.95 ft,_mph80 =12.6 - TC FORCE AXL END CSI CBC Special Occupancy, Dead Load = psf - - 1-2 -282 0.00 0.15 0.15 2-3 157 0.01 0.15 0.16 3-4 157 0.01 0.15 0.16 4-5 -282 0.00 0.15 0.1s BC FORCE AXL END CSI _ -MAX DEFLECTION (span) - 6-7 0 0.01 0.04 0.05 L/999 MEM 6-0 (LIVE) LC 12 7-8 0 0.01 0.04.0.05 - - L= 0.00" D= 0.00" T= 0.00" WEB FORCE CSI WEB FORCE CSI - , -_= Joint Locations =-- - 2-7 -362 0.16 4-7 -362 0.16 - - - - 1 0- 0- 0 5 18- 0- 0 3-7 -329 0.09 2 4-10- 5 16 0- 0- 0 3 9- 0- 0 7 9- 0- 0 44-1� 4-1-11 4-14-1111 44-10-55 4 13- 1-11 • 8 187 0- 0 r 4-10-5 9-" 13-1-11 18-" 9-M 1 2 F 9-0-0 3 4 5 4.60-4.50 6 9-7- 4-4 3-8-8 45-4 3-4 3-4 SHIP 3-8 18-0-0 6 7 8 9-0-0 9-0_0 9-" 18-" TYPICAL PLATE: 1.5-3 `+ter 12/21 /2006 OVER CONTINUOUS SUPPORT All plates are 20 gauge Truswal Connectors unless preceded by "MX" for HS 20 gauge or "H" for 16 gauge, positioned per Joint Detail Reports available from Truswal software, unless noted. Scale: 3/16" = V WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ.' WO: PD02535 ® This design is for an individual building component not truss system. it has been based on specifications provided by the component manufacturer Chk: SB - and done In accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions Dsgnr:GB aretobeverifiedbythe component manufacturerand/or building designer prior tofabrication. The building designer must ascertain that the loads TC Live 16.00 psf DurFacs L=1.25 P=1.25 TRUSSWORKS uillized on this design meet or exceed the loading Imposed by the local building code and the particular application. The design assumes that the top chord A Company You Can Truss! p y is laterally braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise TC Dead 14.00 Rep Mbr Bnd 1.15 noted. Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed In any psf 75-110 St. Charles ste-11 A environment that will muse the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install BC Live 0.00 psf O.C.Spacing 2- 0- 0 pl. Palm Desert, CA. 92211 and brace this truss in accordance with the following standards: 'Joint and Cutting Detail Reports' available as output from Truswal software, 'ANSIfTPI BC Dead 7.00 psf Design Spec CBC -01 Phone (760) 341-2232 1','WTCA V- Wood Truss Council of America Standard Design Responsibilities,'BUILDING COMPONENT SAFETY INFORMATION'- (BCSI 1-03) and 'SCSI SUMMARY SHEETS' by WTCA and TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Fax # (760) 341-2293 Wisconsin 53719. The American Forest and Paper Association (AFPA) is located at 1111 19th Street, NW, Ste 800, Washington, DC 20036. TOTAL 37.00 psf Seqn T6.5.41 - 0 Job Name: SCOTT STOKES Truss ID: A02 Qty: 10 Drw : BRG X-LOC REACT SIZE REQ'D TC 2x4 SPF 1650F-1.5E Plating spec : ANSI/TPI - 1995 UPLIFT REACTIONS) 1 0- 1-12 814 3.50^ 1.50• BC , 2x4 SPP 1650F-1.5E THIS DESIGN IS THE COMPOSITE RESULT OF _ Support 1-203,lb 2 17-10- 4 814. 3.50" 1.50"• WEB 2x4 HF STUD MULTIPLE LOAD CASES. Support 2 -203-1b BEG REQUIREMENTS shoran are based ONLYPLATE VALUES PER ICBO RESEARCH REPORT #1607. IF HANGERS ARE INDICATED ON THIS DRAWING, This truss is designed using the on the truss material at each bearingLoaded for 10 PSF non-concurrent BOLL. THEY ARE BASED ON 1.5" HANGER NAILS'FOR CBC-01 Code. •• _ - a M j- „ , 1-PLY AND 3" HANGER NAILS FOR ULTI=PLY < Bldg Enclosed = Yes,'Importance Factor =,1.00 AX- TC FORCE L ,BND CSI- - ,•GIRDERS. IF 2.5" GUN NAILS ARE USED, THE . Truss Location =End Zone - 1-2 -1373 0.01 0.15 0.16•'' ;< HANGERS MUST BE RE-EVALUATED (BY OTHERS). r Hurricane/Ocean Line = No Exp Category = C -2-3 -1008 0.01 0.15 0.16••x , _ } - a Bldg Length = 40.00 ft, Bldg Width _= 20.00 ft' .3-4 -1008 _0.01 0.15,0.16 � _ �•�_ = t •• r Mean roof height = 9.95 ft,' mph = 80 4-5 -1373 0.01 0.15 0.16•-S' 1 - • - '• : , - ' i CBC Special Occupancy, Dead Load 12:6 psf BC , FORCE -AXL BND CSI 6'7 .{� .,. �.,+ r r s .{ ' •.. . ti (4 , e R ;, $` y�; +- r• ? ' 1253 0.14 0.22.0.37t +: 7'8 1253 0:14 0.22 0.37 ,� < 4 - - * • T + �,<�, y'` ,�,`�_ ' < _ t'r .. WEB FORCE CSI :WEB FORCE CSI `'•r '. - f y- 2-7 -382 •0.17 4-7 -382 0.17 • .. - _ i w. Y " -, ' - '„� �< 3-7 424 0.15 i' - -•- - �,' �s .w%4 'fit � � ./• a . F +y <• r.. =,E'r ; t .. - y r. 4'.MAX DEFLECTION (span) L/999 MEM -7-8 (LIVE) •LC 1 „ '`� g • R tie 7 . _ .+<, L= -0.03" `D= -0.10" T= -0.13". :A , • { , t Y - ^• . :. - r • _ r ` • ___= Joint Locations - _ ,f`' 1; S c••7 < d 1' - 1 0- 0 - 0 5 18-0-1; • ;, 2 _ 4-10- 5 :6 `0 0-''0 M L y r ..w3 •�,9_' Q_ 0 7 9_0= 0• r� " at .ti . . a. 7_ -3' • c 4 - �. ' �- • . � = 04-10-5%4-1-11 4 131-11'g 1804-10-5 4-1-11 4-10-5 9-0 s�.k -0 , * 4 �• _a Y ,r ; - 4�- :-4.SQ I •i' 1•• y• - �. ♦ •r.* 1-.�'. .i .•t. N� v !, `� 1.. ' •,le, 1.53- t _ l.� <. rt • 3-8-8 • _ s ' 3-4 3-4, SHIP (f "? v ; MO-4-0 , MD-4-0 3-8 s , a rti B1 * F ( B2 ' 18-0-o a O. 6 7 8 " 99_"99-0 9_" 18-0-0 . 12/21/2006 All plates are 20 gauge Truswal Connectors unless preceded by "Mx" for HS 20 gauge or "H" for 16 gauge, positioned per Joint Detail Reports available from Truswal software, unless noted. Scale: 3116" = 1' WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor,' Eng. Job: .EJ. - WO: PD02535 This design is for an Individual building component not truss system. It has been based on specifications provided by the component manufacturer Chk• SB and done In accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions DS nr: GBS ' T R U S S WO R KS are to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads g utilized on this design meet or exceed the loading Imposed by the local building code and the particular application. The design assumes that the top chord TC Live 16.00 psf DurFacs L=1.25 P=1.25 A Company You Can Trussl is laterally braced by the roof or floor sheathing and the bottom chord Is laterally braced by a rigid sheathing material directly attached, unless otherwise p y noted. Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any TC Dead 14.00 psf Rep Mbr Bnd 1.15 75-110 St. Charles plste-11A environment that will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install BC Live 0.00 psf O.C.Spacing 2-0-0 and brace this truss in accordance with the following standards: 'Joint and Cutting Detail Reports' available as output from Truswal software, Palm Desert, CA. 92211 'ANSUTPI 1', WTCA V- Wood Truss Council of America Standard Design Responsibilities, 'BUILDING COMPONENT SAFETY INFORMATION' - BC Dead 7.00 psf Design Spec CBC-01 Phone (760) 341-2232 - (BCSI 1-03) and'BCSI SUMMARY SHEETS' by WTCA and TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Fax # (760) 341-2293 Wisconsin 53719. The American Forest and Paper Association (AFPA) is located at 1111 19th Street, NW; Ste 800, Washington, DC 20036. TOTAL 37.00 psf Segn T6.5.41 - 0 Job Name: SCOTT STOKES Truss ID: A03 Qty: 1 Drw : ERG x -LOC REACT SIZE REQ -DTC 2x4 SPF 1650P -1.5E _Plating spec : ANSI/TPI - 1995 UPLIFT REACTION(S) 1.- 0- 1-12 405 3.50^ 1.50 BC 2x4 SPF 1650F -1.5E THIS DESIGN IS THE COMPOSITE RESULT OF Support 1 -114 lb 2 127 3.50^ 1.50^ WEB 2x4 HF' STUD MULTIPLE LOAD CASES. • Support 3 -50 lb+ - 3 1-10- 4 -6 3.50•' 1.50° GBL BLK ,2x4 HF STUD ` IF HANGERS ARE INDICATED ON THIS DRAWING,, Support 4 .-256 lb=r,;•- 4 :9- 0- 0` 653 3.50^ 1.50^ PLATE VALUES PER ICBO RESEARCH REPORT #1607. + THEY ARE BASED ON 1.5" HANGER NAILS FOR Support 9 -127 lb + '••' ' x5"'10- 7-14 38 3.50^ . 1.50° Loaded for 10 PSF non -concurrent BOLL. 1 -PLY AND 3" HANGER NAILS FOR MULTI -PLY HORIZONTAL REACTION(S) c+ 1 -.�i' +•, �.. . '6 12-'3-12 „ 23 ;3:50^ 1.50^ Mark all interior bearing locations. • GIRDERS. IF 2.5" GUN NAILS ARE USED, THE support 1 169 lb.i c '� 7" 13-11-10'x•4,-24 3.50',1.50•Install interior support(s) before erection. -HANGERS -HANGERS MUST BE RE-EVALUATED (BY OTHERS)- a support 2 251 lb ;�,••' _` �•L• r 815- 7- 8 44 3.50^ 1:50^ Thies truss is designed using the - - x May,use adequate staples for gable blocks. ' support -4 -200 lb. f '9 17- 7-11 ' 421' 8.63" 1.50• CBC -01 Code. -� 4 support; B -102 lb BEG REQUIREMENTS shoves are based ONLYBldg Enclosed = Yes„Importance. Factor = 1.00' Gable verticals are 2x 4 web material'spaced' ..support :.9 .-216,1b '' - - .+• on the truss material at each bearingTruss Location = End Zone ...•t at 16.0 " o.c. unless•noted otherwise. r.. Hurricane/Ocean.Line,= No Exp Category'=`C_.4 _ TC FORCE #A8'L • END `CSI - - Bldg Length = 40.00 ft, Bldg Width = 20.00 ft'. f • - , ' ` • $.' �' • • •r;' . •� �... "' -r a'- "--`-� ' ' 1-2 -299' 0.00 0.19 0.19 •Mean roof height = '-9.95 .ft, mph '= i80 ' 176, 0.01 0.19'0:21 CBC Special Occupancy, Dead Load 12 6s•-psf t2-3 0.01 0163-4 177 0.17 * 312 .164-5 t .zr ' 7. ': . '•♦ . . -, r •yr µ ��,'.. t f: , ? BC •FORCE AEL ' BND. CSI , `. ~• ' r• y a .4 - r' t +. �A r - , ' Y 6-7' 251 0.0 3 0.13 0.15'.• - � -• 7-8 • 103 0.01.0.04 0.05 • / - - _+v+ - ^. „•,,, • MAX'DEFLECTION (span) x • t - + 0'- •� _ L/999 MEM '6-0., (LIVE) •LC 18 WEB FORCE CSI WEB FORCE -61 + _ _ -` ' L= .2-7 -409 0.18 '4-7 -365'0.16 ''� 'i•� `.,`, _ �t h 11 - j4 - -•-0.04" •D= 0.00" T= -0.04" 3-7 " -336 0.10 _ Joint Locations 1 0- 0-0 5 18. 0- 0- rp. ''r t. • -�t `+ a �, y "•y ^- .a �.1 .f�, - R+ 2 4-10- 5 6 .0 0= 0 _ r �Fy •3 9- 0- 0 7 9 0- 0, 4-10-5 4 14 111 - 4-1 -11 44-10-5• �y 4 13- 1-11 8_ 118_;O_ •0 34'r r ` ' 4-10-5 - 9_" 13-1-11 - 18-0-0 + .c 41 1 '- 4.50 -4.50 - _ , • R. A . ''f r'41 �. . y wt • '9-7 a 4-4, . $ 4,. tit - �3: ' • ~ '�. f' ' . �� /. J 1:• s d 3-8-8 4-54 3-4 3-4 - I SHIP r n + 150 MD:4 3-8 Ell 6 , 9-" +' 18-0-0 TYPICAL PLATE: 1.5-3 12/21/2006 - OVER SUPPORT AS SHOWN - All plates are 20 gauge Truswal Connectors unless preceded by "MX" for HS 20 gauge or "H" for 16 gauge, positioned per Joint Detail Reports available from Truswal software, unless noted. Scale: 3/16" = V WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ. WO: PD02535 ® r This design is for an individual building component not truss system. it has been based on specifications provided by the component manufacturer Chk' SB and done In accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions Dsgnr: GB are to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads TC Live 16.00 psf DurFacs L=1.25 P=1.25 T R U S S WO R KS utilized on this design meet or exceed the loading Imposed by the local building code and the particular application. The design assumes that the top chord - A Company You Can Trussl p y Is laterally braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise l noted. Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed In any - TC Dead 14.00 psf Rep Mbr Bnd 1.15 _ 75-110 St. Charles ste-11A environment that will cause the moisture content of the wood to exceed 19%and/or "use connector plate corrosion. Fabricate, handle, Install BC Live 0.00 psf O.C.Spacing 2- 0- 0 pl. Palm Desert; CA. 92211 and brace this truss in accordance with the following standards: 'Joint and Cutting Detail Reports' available as output from Truswal software, 'ANSFTPI 1', WTCA 1' Truss Council of America Standard Design Responsibilities, 'BUILDING COMPONENT SAFETY INFORMATION'- BC Dead 7.00 psf , Design Spec 'CBC -01 Phone (760) 341-2232 -Wood 1-03) and'BCSI SUMMARY SHEETS' by WTCA and TPI. The Truss Plate Institute is located at 583 D'Onofdo Drive, Madison, ' Fax # (760) 341-2293 (BCSI (TPI) Wisconsin 53719. The American Forest and Paper Association (AFPA) is located at 1111 19th Street, NW, Ste 800, Washington, DC 20036. TOTAL 37.00 psf Seqn T6.5.41 - 0 Job Name: SCOTT STOKES Truss ID: B01 Qty: 1 Drw : HRG x -LOC REACT SIZE REQ'D TC 2x4 SPP 1650F -1.5E Plating spec : ANSI/TPI - 1995 UPLIFT REACTION(S).: , 1 0- 1-12, 677 3.50•. 1.50^ BC 2x4 SPF_-165OF-1.5E THIS DESIGN IS THE COMPOSITE RESULT OF Support 1 -171 lb ` 2 10- 2- 4 677 3.50• 1.50^ WEB 2x4 HF STUD MULTIPLE LOAD CASES. ✓ _ - Support 2 -171 lb BRG REQUIREMENTS shoran are based ONLYPLATE VALUES PER.ICBO RESEARCH REPORT'411607. IF HANGERS ARE INDICATED ON THIS DRAWING, „ This truss is designed using the..'-. r _ on the truss material at each bearingDrainage must be provided to avoid ponding. THEY ARE BASED ON 1.5" HANGER NAILS FOR CBC -01 Code.. ,• Permanent bracing is required -(by others) to 1 -PLY AND 3" HANGER NAILS FOR MULTI -PLY, '" + Bldg Enclosed = Yes,'Importance Factor,=.1.00 TC" FORCE AXL' HND• prevent rotation/toppling. See BCSI 1-030• GIRDERS. IF 2.5" GUN NAILS ARE USED, THE Truss Location = End Zone _CSI 1-2 - -1121 0.01 0.11 0.128 : and ANSI/TPI 1. - _ -.HANGERS MUST BE. RE-EVALUATED (BY. OTHERS). Hurricane/Ocean Line = No Exp.Category = C '.2-3 -1054 0.01 0.17 0.18_- • ••'�. - Bldg Length = 40.00 ft, Bldg Width-^ 20.00.ft 1 3-4 -1121 `0.01 0.11 0.12 + . " ••'• �•, r ., Mean roof height,= • 9.07 -ft, mph :_ `80 , - - �' ~s ,,.t r CBC Special Occupancy; Dead Load = 12_6 psf BC FORCE•. AxG HND .CSI - Z ,.i. �5-6 - 'f, p.y,• ,A --LOAD CASE #1 DESIGN LOADS - L.Plf'L. Loc R. Plf 'y,w R. Loc LL/T - 1038 0.15'0.08 0.23 , ', - �- ,.• _ -; .;'� , Dir. 0 0- 0= 0 0.4 •- ...6-7, 1054 0.16 0.01 0.17 " R - .• }• TC Vert, 74.00 -'12-,0- 1.74.00 ` 0- 0- 0 60, 00 • 4-10- 8 0.5 7-8 1038 0.15 0.08 0.23 k ' r • + y' ' _° ; TC Vert 60.00 ' ;t TC Vert, 98.75 4-10- 8, 98.75- 5- 5- 8 0.5 1 e WEB' FORCE CSI WEB?, FORCE CSI '^ TC Vert 60.00 5- 5= 8 t 60.00 10- 4- 0 _ 0.5 2-6 -: 68 0.03 3-7 68 0.03. o •;�., + + ' - - ..'•+ - `r TC Vert 74.00•' 10- 4`-0 74.00 12- 4= 0 0.4 - 'h ,•. `.r BC Vert' 23.04 0- 0- 0 23.04 10- 4-.0 0.0 • ,` } a.r ... .T•- 1 ...Type. lbs - X. Loc LL/TL ,• , TC Vert . 0.0 0- 1-12.� 1.00 TC Vert 47.4 4-10- .8 1'.00 ` + « ,• ` •� ." TC Vert-* 41.4 4-10- 8 0.00•'` •. �. .•j, - , _ t _. �„ - �•�- _ a •+.• TC Vert 47.4 • 5- 5- 8 1.00' ,• ' - . -•e.:. t TC Vert 41.4 5- 5- 8 0.00 X10- ,,.r1 - ..�µ. ., ° - TC Vert 0.0 2- 4 1.00 ..�, � ._ '.x� MAX DEFLECTION (span), 1: r .y r # ^ - `. 44-5-4 Jr 'm `4-5� ..` �*. •• .'. L/999 MEM 6-7"(LIVE) LC, 1 •a ` 1 45� ., yr 10-0-0 ` �` - L= -0.02": D= -0.03" T= -0.05" 4-10-3 _ 4-10-3 •" ___= Joint Locations =1 z i i 3 . 4 - - .,. 0- 0- 0 5 0- 0--0 •3 ' 2 4- 5- 4 6 4-- 8 H Y+ _ 3 5-10-12 7 6- 0- S. 4.. r •r• - G• tr 41 00 4 10- 4- 0 8 ..10- 4- 0 .. a s d "4-8 89# 89# r xr' ,z ri, S3'°.�r. , . 1 T .. •i' j •-1;i1-5� r 3 3 ` ter` a r •c T * •.; 1''oi - r �•,- . -�` • •a T ,{. :�.,-. •!- r".. / ' r r t • �.,r p + - 3-4- 3-4 f' 2-7-1 �. IO SHIP IO 3 15y - -3-15 a - 1.5-3 1.573 • z. s w�! .K- r � _�. •�. - r h _ 13 -\fig �� _ x• 4 10-4-0 5 6 "s 7 8 Y 4 3= 1-9-0-3-8 4 ` 4-3-8 6-0-8 a 10-4-0 , , •_ t • _ I .- . • a r• -t W 12/21/2006 . All plates are 20 gauge Truswal Connectors unless preceded by "W" for HS 20 gauge or "H" for 16 gauge, positioned per Joint Detail Reports available from Truswal software, unless noted. Scale: 5/16"= 1' .. WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ. WO: PD02535 This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer Chk' SB and done in accordance with the current versions of TPI and AFPA design standards. No responsibility Is assumed for dimensional accuracy. Dimensions _ T R U S S WO R KS are to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads Dsgnr: GB utilized on this design meet or exceed the loading Imposed by the local building code and the particular application. The design assumes that the top chord TC Live 16.00 psf DurFacs L=1.25 P=1.25 A Company You Can Trussl is laterally braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any TC Dead 14.00 psf Rep Mbr Bnd 1.00 75-1 O St. Charles pl. $te-� A environment that will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install . BC Live 0.00 psf O.C.Spacing 2- 0- 0 and brace this truss in accordance with the following standards: 'Joint and Cubing Detail Reports' available as output from Truswal software, _ Palm Desert, CA. 92211 ANSUTPI 1', WTCA 1' - Wood Truss Council of America Standard Design Responsibilities, 'BUILDING COMPONENT SAFETY INFORMATION'. BC Dead 7.00 psf . Design Spec CBC -01 Phone (760) 341-2232 (SCSI 1-03) and'BCSI SUMMARY SHEETS' by WTCA and TPI. The Truss Plate Institute (TPI( is located at 583 D'Onofrlo Drive, Madison, ` Fax # (760) 341-2293 Wisconsin 53719. The American Forest and Paper Association (AFPA) is located at 1111 19th Street, NW, Ste 800, Washington, DC 20036. TOTAL 37.00 psf Seqn T6.5.41 - 0 Job Name: SCOTT STOKES Truss ID: C01 Qty: 1 Drw : WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. ERG x-LOC REACT SIZE REQ'D TC 2x4 SPF 165OF-1.SE Plating Spec : ANSI/TPI - 1995 UPLIFT REACTION(S) 1 0- 1-12 437 3.50" 1.50" BC 2x4 SPF 165OF-1.5E THIS DESIGN IS THE COMPOSITE RESULT OF Support 1 -122 lb are to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads 2 6-10- 4 437 3.50^ 1.50^ WEB 2x4 HF STUD MULTIPLE LOAD CASES. Support 2 -122 lb Is laterally braced by the roof or floor sheathing and the bottom chord Is laterally braced by a rigid sheathing material directly attached, unless otherwise BRG REQUIREMENTS shown are based ONLYPLATE VALUES PER ICBO RESEARCH REPORT #1607. IF.HANGERS ARE INDICATED ON THIS DRAWING, This truss is designed using the noted. Bracing shown Is for lateral support of components members only to reduce buckling length. This component shall not be placed In any on the truss material at each bearingDrainage must be provided to avoid ponding. THEY ARE BASED ON 1.5" HANGER NAILS FOR CBC-01 Code. O.C.Spacing 2- 0- 0 pl. Palm Desert, CA. 92211 and brace this truss in accordance with the following standards: 'Joint and Cutting Detail Reports' available as output from Truswal software, 'ANSVTPI 'BUILDING Permanent bracing is required (by others) to 1-PLY AND 3".HANGER NAILS FOR MULTI-PLY Bldg Enclosed = Yes, Importance Factor = 1.00 1','WTCA V. Wood Truss Council of Amertca Standard Design Responsibilities, COMPONENT SAFETY INFORMATION' - (SCSI 1.03) and 'SCSI SUMMARY SHEETS' by WTCA and TPI. The Truss Plate Institute (TPI) Is located at 583 D'Onofrio Drive, Madison, TC FORCE AXL BIRD CSI prevent rotation/toppling. See BCSI 1-03 GIRDERS. IF 2.5" GUN NAILS ARE USED, THE Truss Location = End Zone Segn T6.5.41 - 0 1-2 -582 0.02 0.01 0.02 and ANSI/TPI 1. HANGERS MUST BE RE-EVALUATED (BY OTHERS). Hurricane/Ocean Line = No Exp Category = C '2-3 -555 0.00 0.11 0.11 - ` Bldg Length = 40.00 ft, Bldg Width = 20.00 ft -3-4 -582 0.02 0.01 0.02 Mean roof height = 8.76 ft, mph = 80 CBC Special Occupancy, Dead Load = 12.6 psf BC - FORCE AXL BND CSI - ----------LOAD CASE #1 DESIGN LOADS--------------- 5-6 543 0.08 0.03 0.11 - - Dir L.Plf L.Loc R.Plf R.Loc LL/T .6-7 555 0.08 0.04 0.12 TC Vert 74.00 - 2- 0- 0 74.00 0- 0- 0 0.4 7-8 543 0.08 0.03 0.11 - - TC Vert 60.00 0- 0- 0 60.00 3- 0- 8 0.5 - TC Vert 71.25 3- 0- 8 71.25 3-11- 8 -0.5 WEB FORCE CSI WEB FORCE CSI TC Vert 60.00 3-11- 8 60.00 7- 0- 0 0.5 2-6 42 0.02 3-7 ' 42 0.02 TC Vert 74.00 7- 0- 0 74.00 9- 0- 0 0.4 BC Vert 16.62 0- 0- 0 16.62 7- 0- 0 0.0 ..Type... lbs X.Loc LL/TL TC Vert 0.0 0- 1-12 1.00 TC Vert 8.2 3- 0- 8 1.00 ° - TC Vert 7.2 3- 0- 8 0.00 TC Vert 8.2 3-11- 8 1.00 TC Vert 7.2 3-11- 8 0.00 TC Vert 0.0 6=10- 4. 1.00 - MAX DEFLECTION (span) *: - - 22-7-4 11-9-8 22-7-4� L/999 MEM 6-7 (LIVE) LC 1 - L= -0.01" -0.01" T= -0.02- 2-7-0 4-4-12 7-0-0 ,D= 3-0-3 3-0-3 ____= Joint Locations =____ 1 0- 0- 0 5 0- 0- 0 1 2 Q-11-hk.n 3 4 2 2- 7- 4 6 2- 5 -8 - - 3 4- 4-12 7 4- 6- 8 .. 41 00 00 I 4 7- 0- 0 8 7- 0- 0 2-8- 15# 15# - •- -T- .. 3 3 T 1-4-0 3 4 3-4 10-3-15 rn In in 1-11-12 I0-3-15 1.5-3 1.5-3 SHIP l -taP.�liEf+3r �1 • 2-" B1 B2 5 6 7 22-5-8 22-1-0 2-5-8 4-6-8 8 2-5-8 7-" �1 12/21/006 All plates are 20 gauge Truswal Connectors unless preceded by "MX" for HS 20 gauge or "H" for 16 gauge, positioned per Joint Detail Reports available from Truswal software, unless noted. Scale: 13132" = V WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ. WO: PD02535 This design Is for an Individual building component not truss system. It has been based on specifications provided by the component manufacturer Chk: SB and done In accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions Dsgnr: GB are to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads TC Live 16.00 psf DurFacs L=1.25 P=1.25 T R U S S WO R KS utilized on this design meet or exceed the loading Imposed by the local building code and the particular application. The design assumes that the top chord A Company You Can Trussl p y Is laterally braced by the roof or floor sheathing and the bottom chord Is laterally braced by a rigid sheathing material directly attached, unless otherwise TC Dead 14.00 Rep Mbr Bnd 1.00 noted. Bracing shown Is for lateral support of components members only to reduce buckling length. This component shall not be placed In any psf 75-110 St. Charles ste-11A environment that will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, Install BC Live 0.00 psf O.C.Spacing 2- 0- 0 pl. Palm Desert, CA. 92211 and brace this truss in accordance with the following standards: 'Joint and Cutting Detail Reports' available as output from Truswal software, 'ANSVTPI 'BUILDING BC Dead 7.00 psf Design Spec CBC -01 Phone (760) 341-2232 1','WTCA V. Wood Truss Council of Amertca Standard Design Responsibilities, COMPONENT SAFETY INFORMATION' - (SCSI 1.03) and 'SCSI SUMMARY SHEETS' by WTCA and TPI. The Truss Plate Institute (TPI) Is located at 583 D'Onofrio Drive, Madison, Fax # (760) 341-2293 Wisconsin 53719. The American Forest and Paper Association (AFPA) Is located at 1111 19th Street, NW, Ste 800, Washington, Dc 20036. TOTAL 37.00 psf Segn T6.5.41 - 0 TRUSWAL SYSTEMS 444-5 NORTHPARK DRIVE, SUITE 200 COLORADO SPRINGS, CO 80907 (800) 322-4045 FAX:(719) 598-8463 COC1003160A 1/10/01 Users of Truswal engineering: The TrusPlusTm engineering software will correctly design the location requirements for permanent continuous lateral bracing (CLB) on memoers for which it is required to -reduce buckling length. Sealed engineering 17awings from Truswal will show the required number and approximate locations C- braces for each member needing bracing.. In general, this bracing is doneoy using . Truswal Systems Brace-!tTM or a 1x or 2x member (attached to the top or- bottom edge of the member) running perpendicular to the trusses and adequately designed, connected and braced to the building per the bu lding designer (See ANSI/TPI current version). The following are other options (when CLB bracing is not possible or desirable) that will also satisfy bracing needs for individual members (not building system bracing): 1. A 1x or 2x structura.11y graded "T" brace may be nailed flat to the edge of the member with 10d common or box nails a: 8" o.c. if only one brace is required, or may be nailed to both edges of the member if two braces are required. The "T" brace must extend a minimum cf 90% of the member's length. 2. A scab (add-on) of the same size and structural' grade as the.:rnember may be nailed to one face of the member with 10d common:. or box nails at 8" o.c. if only one brace is required, or may be nailed to both faces of the member if two braces are required. A minimus:; of 2x6 scabs are required for any member exceeding 14'-0" in length. Scab(s) must extend a minimum of 90% of the members length. 3. Any member requiring more than two braces must use perpendicular bracing or a combination of scabs and "T" braces, or aniv other approved method, as specified and approved by the building cPsigner. 1. L Please contact a Tcu; 90% L I enginee EXAMPLES re any questions. oV/ 'Ya 2. RECOMMENDED CONNECTION DETAILS THESE DETAILS ARE INTENDED TO SHOW MINIMUM REQUIRED CONVECTIONS RECOMMENDED BY TRUSWAL SYSTEMS. THE DETAILS DO NOT REPLACE OR SUPERSEDE ANY DETAILS SPECIFIED BY A PROJECT ENGINEER OR ARCHITECT ON A PARTICULAR PROJECT, NOR HAVE THEY BEEN ANALYZED FOR SEISMIC AND WIND FORCES ACTING ON THE CONNEC- TIONS FROM THE RESPONSE OF THE STRUCTURE TO SUCH LOADS. IT IS RECOMMENDED THAT THE APPROVAL OF THE PROJECT ENGINEER OR ARCHITECT BE OBTAINED BEFORE USING THESE DETAILS. BEARING REQUIREMENTS SHOWN ON SPECIFIC TRUSS DESIGNS MUST BE SATISFIED, INCLUDING CONNECTIONS FOR UPLIFT REACTIONS. TRUSS CONNECTION TO EXTERIOR BEARING WALLS TRUSSES @ 24" O.C. (TYP.) ®A BLOCK BLOCK - BLOCK BLOCK -- ' 4— TOP PLATES O =S�TUDS� A L 16" O.C. I TYP _ I 1, 4 C'�pRp �O AOT CHORD SECT.: A -A I TRUSS (TYP.) PROCEDURE: 1 TOE -NAIL BLOCK TO TRUSS WITH 1=16d COMMON NAIL. 2 PLACE NEXT TRUSS AGAINST BLOCK AND TOE -NAIL TRUSS TO TOP PLATE WITH 2-16d COMMON NAILS. 3 END NAIL THROUGH TRUSS INTO BLOCK WI'T'H 1-16d COMMON NAI... 4 PLACE NEXT BLOCK AGAINST TRUSS AND REPEAT STEPS 1 THROUC'.:3.3. 5 BLOCKS MAY BE ATTACHED TO TOP PLATE WITH SIMPSON A35F (C -A EQUIV.•) FRAMING ANCHORS. SEE MANUFACTURER'S CATALOG FOR DETAILS AND SPECIFICATIONS. TRUSS CONNECTION TO INTERIOR BEARING WALLS �'X' BRACING B.C. OF TRUSS OR / END VERTICAL RUN THROUGH TO BEARI: WALL MUST BE AT HEIGHT SPECIFIED ON THE DESIGN DRAWING OR MUST BE SHIMMED TO THE CORRECT HEIGHT. USE 2-16d COMMON NAILS TOE -NAILED INTO THE TOP PLATE THROUGH EACH TRUSS. DIAGONAL 'X' BRACING IS REQUIRED AT ENDS OF THE BUILDING (OR WALL) AND AT A MAX. OF 16' INTERVALS ALONG WALL. 'X'•BRACING IS MIN. 2x3 MATERIAL WITH 2-Bd NAILS EACH END. BLOCKING SIMILAR TO EXTERIOR WALL DETAIL IS RECOMMENDED. TRUSS CONNECTION TO NON-BEARING PARTITION. WALLS WALL PERPENDICULAR TO TRUSS. 2 BOT CHORD B v' H N i TOP F TE SE.GT�''/. 1-16d COMMON NAIL OR O �m;1 til SIMPSON STC (OR EQUIV.) T, i1S.S-CI; 'k. O CAR v qC� ¢ `�. ST�IEOF WALL PARALLEL TO TRUSS 2X4 BLOCKING BOT CH "2X SECT. C \`<%;C TOP PLATE 7 v 1 -16d COMMON NAIL OR O.C. 7 SIMPSO_4 STC (OR EQUIV. TY P .) TRUSS CLIP FILE NO. CD- 2 M r \'//•`\., , DATE:`' :; TRUSWM ,[FILE DES. BY: L.M. C? ABY: - ®•i®®�®SYSTEMS ' e f TRUSWM, TRUSWAL SYSTEMS CORPORATION ,4445 NORTHPARK DRIVE. SUITE 200 'COLORADO SPRINGS, COLORADO 80907 (800) 322.4045 (7 19) 598.5660 FAX (719) 5988463 DETAILS FOR C u Pq Y FmA EC7 \✓ALLEY SETS - Note -8: The maximum-Tvoi top Chord Load = -18 PSF TRUSSES @ 24" O.C. M'n;muin Top Chord Dend Load? 7 pec The dursign for latonl loads and their :,inactions is GIRDER DESIGNED TO SUPPORT the responsibility of the Building Oosigv.er. The details THE `TIE-IN- TRUSSES provided addros, gravity and wind up!.=iS foods on)y par the UBC. \ - The masimum wind speed is 65 MPH. 25 1 Mean Roof Height (max.): _xp. C. O 16d box nails are typical throughout• or.c-pl i;'noled ( in clouds ), / The Center Ridge ?after ( CRR ) is 2 . 5 stud. Anach Ih,s to the 1 x 8 with <-16d loo nails ( 2_ from CaCn face I. Ana=h the C opposile and to Ih.% L•uss the same. PLAN VIEW A=LcVA710N VIEW The Valley Rafter,_ purlins• and bloekini data aI are 2 x a stat. Tho blocking must be spaeod 24' O.C. ;ad be .aderguately braead in the lateral dire=tion at 6-0-0 O.C. Anc•_n Ihi- blocking to the Valley Rano wilh 3-16d. Anach this blo:cing to the purlin with 2.164. Tho Irve.ees boic,— the va11aY are spaced 24' O.0 The purlinc,aro lull longth undor the vali.q sol and must be in s;atlod al 24. O.C. They are to be artachod to each overlapping truss lop chord with 2-16d nails. If ;hey are not one' continuous length• add a 12- long TENTDETAIL A nailer to the face of the truss lop chord ln 4-15%j :nd one purlin se:•lion. ` R RIDGE �nE T on the truss and begin the add;lional sect.on on the nailer. P.AFTcR OE S 0 VALLEY RAFTER A 1 .8 porimolor runner must us be anaCha_• Inroughlho sho al hind and unto eo=h IrucS• Iwlow• with 1.6d bot naili. 71-s I v a 10110ws the outside ofoitic VALLE Y RAF T `,R a( the volt ay. / (TY?) r i t The Valley Ranorsare spacod 24- O.C. '.mach Inom to the CRRwch r--- 1 S• 2.164 loo nails. Attach the opposile and to the 1 x 8-v.6 h }.8d to. Wait.. .16,:! 2 X t BLOCK GE NAILS �'r WITH J 16d 2 X c BLOCK WI?H T' 4 16-c 7�t •,a OETAIL C -DE om_ _ ' 1 5- \PvR!f.1_ Pl.'nl(N e��nU NER 'a� •.�'�"+_--�L�, •��•l"�.fi`e^•s� 2 X 4 _7 VALLE" •,r"j� (r 01 V..>�� ,rti�+�.,� BLOCK WITH 2 . loo. x.51 � 2-;6C TOE NAILS r� `r•`IJS / S To CHORD 7115- 0,0SHEATHING r s ELEVATION VIEW EL EVA TION,VI�W 111 I Optional vent 3-4 GENERAL GABLE DETAILS FOR WIND LOAD BRACING opening per design drawing. 3-4 I I I I I I I I I I I I 11 ��3-4 —� Pitchdrawlrngsgn Connector plates shown are for example only. See actual truss design for required plate sizes and orientation. Structural gable trusses w77l generally have diagonal and vertical members other that those shown above. Adequate staples or toe -nails maybe used, and should be used to avoid any overlap with primary structural Plates. Gable truss is continuous bearing except as may be noted on individual desi n drawi s. END (FACE) VIEW Brace Interval as specified on the approved engnineering drawing or standard detail or chart. Max. 12' eave unless noted on drawing. Gable End Truss 1pical 2x_ strongback rhaler) brace along back ce o1 gable, braced ttiMh or - 45 degree diagonal L (typ.) braced to roof ieathing as shown. DWG# C002065035 Sofid block between truss for nailing of diagonal brasece, attached to sheathing and truss each end. Np. Truss spadngs per designs. (24" max.) WALL/ BEARING SUPPORT + Indicates stud members that require bracing) REGULAR GABLE END TRUSS REQUIREMENTS 1) ALL GABLE BRACING DESIGN AND CONNECTION REQUIREMENTS ARE THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER THE LATEST VERSION OF ANSI/TPI REFERENCED BY THE MODEL BUILDING CODES. 2) TRUSWAL SYSTEMS APPROVED ENGINEERING DESIGN DRAWINGS WILL INDICATE ANY NEED FOR WIND BRACING, AND THE REQUIRED BRACE INTERVAL LENGTH AS DESCRIBED ABOVE. THE BRACE INTERVAL ON THE DRAWING IS BASED ON THE LOADING AND WIND SPEED INDICATED ON THAT DRAWING ONLY, AND THAT BRACING IS REQUIRED TO PREVENT THE GABLE STUDS FROM BUCKLING DUE TO WIND PRESSURE ACTING ON THE FACE OF THE GABLE TRUSS AND AXIAL STRESSES CAUSED BY THE INDICATED APPLIED VERTICAL LOADS. LOADS ACCOUNT FOR 12" EAVE MAX. UNLESS NOTED OTHERWISE. 3) IF THE GABLE TRUSS IS INTERIOR TO THE STRUCTURE AND THEREFORE IS NOT EXPOSED TO WIND LOAD APPLIED TO THE FACE OF THE TRUSS, THE BRACE SPACING INTERVAL MAY BE THE LJD LIMIT OF 50 FOR COMPRESSION MEMBERS AND USE 80% OF THE LENGTH (i.e. FOR 2X_ LUMBER, THE MAX. BRACE INTERVAL MAY BE T-9"). 4) IT IS ASSUMED THAT THE GABLE TRUSS RESTS ON A CONTINUOUS BEARING WALL EXCEPT AS MAY BE NOTED ON THE INDIVIDUAL APPROVED TRUSS DESIGN. 5) SHEATHING OF PLYWOOD, OSB, WOOD BOARD SIDING, HARDBOARD SIDING, SHEETROCK, STUCCO, WAFERBOARD OR OTHER MATERIAL MAY BE PLACED ON ONE OR BOTH FACES OF A REGULAR (NON-STRUCTURAL) GABLE END. 6) LATERAL LOADS IN LINE WITH THE CHORDS (SHEAR / DRAG LOADS) HAVE NOT BEEN CONSIDERED UNLESS INDICATED ON THE DRAWINGS, AND ARE THE RESPONSIBILITY OF THE BUILDING DESIGNER TO TRANSFER THROUGH RESISTING DIAPHRAGMS. wrizusWWAX SIDE VIEW ADDITIONAL STRUCTURAL GABLE TRUSS REQUIREMENTS 7) ALL ITEMS 1-6 LISTED UNDER "REGULAR GABLE END TRUSS REQUIREMENTS" APPLY TO STRUCTURAL GABLES ALSO, PLUS THOSE LISTED BELOW. 8) WEIGHTS OF ANY MATERIALS LISTED IN #5 MUST BE ACCOUNTED FOR, EITHER IN STANDARD DEAD LOAD PSF LOADING, OR BY ADDITIONAL LOADS. ADDITIONAL LOAD ARE INDICATED BY "LOAD CASE #1" CHART ON THE DESIGN DRAWING. 9) STRUCTURAL WEBS AND CHORDS MUST BE BRACED IF INDICATED, AND THIS BRACING IS SEPERATE FROM THE GABLE BRACING INTERVAL. SEE REFERENCED STANDARD DRAWING'TX01087001-001. 10) TRUSS MAY OR MAY NOT BE CONTINUOUS BEARING, AND IS APPROVED FOR THE CONDITION(S) INDICATED ON THE INDIVIDUAL DESIGN DRAWING ONLY. 2)C NOTCHES CUT INTO TOP CHORDS NOTCHING FOR OUTLOOKERS IS ALLOWED ON REGULAR GABLE END TRUSSES AND ON STRUCTURAL GABLE END TRUSSES IF NOTED ON APPROVED INDIVIDUAL DESIGNS. 150 CP THIS DETAIL IS PROVIDED AS A SUGGESTED SOLUTION TO THE APPLICATION SHOWN ONLY: IT IS NOT INTENDED TO REPLACE OR SUPERCEDE ANY SIMILAR DETAIL THAT MAY HAVE BEEN PROVIDED BY THE BUILDING DESIGNER. R IS THE RESPONSIBILITY OF OTHERS TO VERIFY THE ADEQUACY OF THIS DETAIL IN RELATION TO ANY SPECIFIC PROJECT, AS TO ITS APPLICATION AND INTENT APPLIED TO THIS OR ANY SIMILAR ISSUE. TRUSWAL SYSTEMS ASSUMES NO RESPONSIBILITY FOR FIELD INSPECTION OR WORKMANSHIP QUALITY. TE: GB -1 L.M. • TRUSWAL SYSTEMS , 4445 NORTHPARK DRIVE, SUITE 200 , COLORADO SPRINGS, CO 80907 " (800) 322-4045 FAX:(719) 598-8463 8/3/00 To whom it may concern: , It is permissible to repair a False Frame"' joint with the- procedur e outlined below, provided that the following statements are truer Ceiling loading is 10 PSF or less. a Trusses are spaced 24" o.c. or less. a False Frame verticals are spaced 6'-0" o.c., or less. No additional point loads or uniform loads are pre.5ent on -the false frame that would cause the loads to exceed 10 PSF for any reason. The joint(s) to repair does- not have a support bearing directly' y underneath the joint. There is no damage to the lumber 'at the joint, such as excessive splits, cracks, etc. ' a The joint fits tightly (within all TPI tolerances).. a All lumber in the false frame is 2x4 or W. Repair as follows: 1. Cut a '/2" CDX APA,Group 1 plywood (or equivalent O.S..B.) gusset, a*'• wide by 8" long, or larger. 2. Apply gusset to the face of the truss at each joint with"a missing plate. If one face of truss has missing plate, then gusset is required on only that face. If both faces of the joint are unplated, then the gusset is required on.eacr�e#faTc�e� 3. Use (3) 8d nails into each member, from each face (see detail b, oGAR�41 Typical J0iH'f False frame refers only , 8TA. of To non-structural members (zero design forces).. - Q� TITLE 24 REPORT Job Number: VL -1414 Date:. DEC 2 7 2006 12/26/2006 By 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 4.3 by EnergySoft, Job Number: VL -1414 User Number. 5454 Title 24 Report for: STOKES CASITA, n 77-892 Little Eagle Ct c La Quinta, CA 92253 o . o -b 9!0� C:4ac Project Designer: 0 oZ1 LENCH DESIGN STUDIO INC P O BOX 450 LA QUINTA, CA 92247-0450 -- 760/564-1866 Report Prepared By: VERNA LENCH Lench Design Studio, Inc. P.O. Box 450 La Quinta, CA 92247-0450 (760) 564-1866 { Job Number: VL -1414 Date:. DEC 2 7 2006 12/26/2006 By 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 4.3 by EnergySoft, Job Number: VL -1414 User Number. 5454 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. 7 Form WS -5R Residential'Kitchen Lighting 9 HVAC System Heating and Cooling Loads Summary 10 Room Load Summary 11 Room Heating Peak Loads 12 Room Cooling Peak Loads 13 } AF Certificate Of Compliance: Residential (Part 1 of 4) CF -1 R STnKFS CASITA 12/26/2006 Project Title Date 77-892 1 ittle Fgale Ct I aQtaintB Project Address Building Permit # Lenrh n .sign Stu&n._Inc_ (760) 564-1866 Documentation Author Telephone Plan Check/Date FnergyPrO Compliarfce Method 15 Climate Zone Field Check/Date TDV . Standard Proposed Compliance . (kBtu/sf-yr) Design Design Margin Space Heating 1.47 1.16 0.31 Space Cooling 88.43 94.71 -6.28 Fans 12.66 13.57 -0.91 ' Domestic Hot water 33.11 23.20 9.91 Pumps 0.00 1.14 -1.14 Totals 135.66 133.79 1.88 Building Type: rd: Single Family ❑ Multi Family Building Front Orientation: Fuel Type: Fenestration: ❑ Addition ❑ Existing + Add/Alt (NE) 45 deg Natural Gas Area: 146 ft2 Avg. U: Ratio: 30.9% Avg. SHGC: BUILDING ZONE INFORMATION Zone Name 0.37 0.32 1.4 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 Floor Area Volume Units Zone Type Type 477 479 1 nn Cnndfifioneri Setback OPAQUE SURFACES Insulation Act. Type Frame Area U -Fac. Cay. Cont. Azm. Tilt Rppf Wnnei 479 n 095 R_38 R-n_n 45 n Wall Wood 83 0.074 R_13 R-4.5 45 90 Wall Wnnd 41 0.074 R_13 R-4.5 45 An Wall Wnnd 177 0.074 R_13 R-4.5 415 gn Wall Wnnd 180 0.074 R-13 R-4.5 925 90 Wall Wnnd 198 n 07 R_13 R-4.5 135 90 472 ft2 n/a ft2 0 ft2 472 ft2 10.0 ft 1.00 1 Vent Hgt. Area -2 n/a Gains Condition Y / N Status JA IV Reference Location / Comments IN ❑New 01 -AIR 70NF 1 IN ❑New 09-A3 ZONE 1 ® ❑New n9 -A3 ZONE 1 IN ❑New 09-A3 70NF 1 IN ❑New 09-A3 ZONE 1 ® El New n9 -A3 ZONE 1 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑❑ F-1 F-1 ❑❑ ❑❑ ❑❑ ❑❑ F-1 F-1 F-1 F] F-1 F-1 ❑❑ El EnergyPro 4.3 by EnergySoft User Number: 5454 Job Number: VL -1414 Paoe:3 of 13 1 Certificate Of Compliance: Residential (Part 2 of 4) CF -1 R STOKES CASITA 12/26/2006 Project Title Date FENESTRATION SURFACES # Type Area U-Factorl SHGCZ True Azm. Tilt Cond. Stat. Glazing Type Location/ Comments -I— Window Front (NQ 40.0 0.370 FRr 0"32 NFR(: 4,5_ A 0_ New IWC 5300 Vin)l/Low-F ZONE 1 2 Window Front (NE) 36.0 0.370 NFRC 0_32 NFRC 45 90 New IWC 5300 Vine/Low-E ZONE 1 3 Window Right (NW) 48.0 0.370 NFRC 0_32 NFRC 315 90 New IWC 5300 Vinyl/Low-E ZONE 1 4 Window Left (SE) 6.0 0.370 NFRC 0_32 NFRC 135 90 New IWC 5300 Vinvl/Low-E ZONE 1 5 Window Left (SE) 16.0 0.370 NFRC 0_32 NFRC 135 90 New IWC 5300 Vinyl/Low-E ZONE 1 1. Indicate source either from NFRC or Table 116A. 2. Indicate source either from NFRC or Table 1168. INTERIOR AND EXTERIOR SHADING Window Overhang Left Fin Right Fin # Exterior Shade Type SHGC Hgt. Wd. Len. Hgt. LExt. REA Dist. Len. Hgt. Dist. Len. Hgt. 1 Bug Screen 0.76 8.0 5.0 5.0 0.1 5.0 5.0 2 Bug Screen 0.76 3 Bug Screen 0.76 4 Bug Screen 0.76 5 Bug Screen 0.76 THERMAL MASS FOR HIGH MASS DESIGN Area Thick.Heat Inside Condition Location/ Type (sf) (in.) Cap. Cond. R -Val. JA IV Reference Status Comments PERIMETER LOSSES Type Length Insulation R -Val. Location JA IV Reference Condition Status Location/ Comments Slab Perimeter 80 None No Insulation 26-A1 New ZONE 1 Run Initiation Time: 12/26/06 09:24:20 Run Code: 1167153860 EnergyPro 4.3 by EnergySoft User Number: 5454 Job Number: VL -1414 Page:4 of 13 Certificate Of Compliance: Residential (Part 3 of 4) CF -1 R STOKES CASITA 12/26/2006 Project Title Tank Energy Date HVAC SYSTEMS Cap. Condition Factor Standby R -Value System Name Type Distribution Syst. (Btu/hr) Heating Minimum Cooling Minimum Condition Thermostat Location Type Eff Type Eff Status Type HVAC Central Furnace 80% AFUE Split Air Conditioner 13.0 SEER New Setback HVAC DISTRIBUTION Duct Duct Condition Ducts Location Heating Cooling Location R -Value Status Tested? HVAC Ducted Ducted Attic 4.2 New Yes Hydronic Piping Pipe Pipe Insul. System Name Length Diameter Thick. WATER HEATING SYSTEMS Rated Tank Energy Tank Insul. Water Heater # in Input Cap. Condition Factor Standby R -Value System Name Type Distribution Syst. (Btu/hr) (al) Status or RE Loss (%) Ext. Lennox HM61-175P-1 Large Gas Recirc/Time+Temp 2 175,000 48 New 0.95 0.81% 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 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) Documentation Author Name: Name: VERNA LENCH Title/Firm: LENCH DESIGN STUDIO INC Title/Firm: Lench Design Studio, Inc. Address: OX 450 Address: P.O. Box 450 QUINTA CA 92 -0450 La Quinta, CA 92247-0450 Telephon 60/564-1866 Lic. #: Tel ph�:760)64-186 .o 001" Zo /aec re) (date) (signature) (date) ement Agency Title/Firm: Address: P Telephone: (signature) (date) Certificate Of Compliance: Residential (Part 4 of 4) CF -1 R STOKES CASITA 12/26/2006 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 a.-4 ... Y vl ula .1— .l J.0414luaalull allu uu6ulllulalallun Suumlueu. Plan Field The DHW System "Lennox HM61-175P-1" 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 CEC- .l.p.v.o. ,.�..v F.— .. ..Illy va.v aMMl.vo. aODully allulul VU1111 4LIU11 Inumous anu muss oe reponeo on ine cr-4KPlan installation certificate. Field The HVAC System "HVAC' incorporates HERS verified Duct Leakage. Target leakage is calculated and documented on the CF -4R. The HVAC System "HVAC' incorporates a HERS verified Refrigerant Charge test or a HERS verified Thermostatic Expansion Valve. EnergyPro 4.3 by EnergySoft User Number: 5454 Job Number: VL -1414 Paoe:6 of 13 1 Mandatory Measures Summary: Residential (Page 1 of 2) MF -1 R 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 (') 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. DESCRIPTION Check or initial applicable boxes or check NA if not applicable and included with the ENFORCE - permit application documentation. N/A DESIGNER MENT Building Envelope Measures § 150(a): Minimum R-19 in wood ceiling insulation or equivalent U -factor in metal frame ceiling. ❑ ❑X ❑ § 150(b): Loose fill insulation manufacturer's labeled R -Value: ❑ ❑X ❑ . § 150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -factor in metal frame walls (does not ❑ ❑X ❑ 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. closable metal or glass door covering the entire opening of the firebox ❑ ❑X ❑ b. outside air intake with damper and control, flue damper and control ❑ ❑X ❑ 2. No continuous burning gas pilot lights allowed. ❑ 0 ❑ § 150(f): Air retarding wrap installed to comply with §151 meets requirements specified in the ACM Residential Manual. ❑ ❑ ❑ § 150(8): Vapor barriers mandatory in Climate Zones 14 and 16 only. ❑ Q ❑ § 150(1): Slab edge insulation - water absorption rate for the insulation alone without facings.no greater than 0.3%, water vapor ❑ ❑X ❑ permeance rate no greater than 2.0 perm/inch. § 118: Insulation specified or installed meets insulation installation quality standards. Indicate type and include ER El 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. ❑ ❑X ❑ 2. Fenestration products (except field fabricated) have label with certified U -Factor, certified Solar Heat Gain Coefficient (SHGC), and infiltration certification. ❑ ❑X ❑ 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. ❑ ❑X ❑ Space Conditioning, Water Heating and Plumbing System Measures § 110-13: HVAC equipment, water heaters, showerheads and faucets certified by the Energy Commission. ❑ ❑X ❑ § 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACCA. ❑ ❑X El § 150(i): Setback thermostat on all applicable heating and/or cooling systems: ❑ ❑X ❑ § 1500): 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 ❑ Q ❑ 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 ❑ Q ❑ insulation or R-16 internal insulation and indicated on the exterior of the tank showing the R -value. 3. The following piping is insulated according to Table 150-A/B or Equation 150-A Insulation Thickness: 1. First 5 feet of hot and cold water pipes closest to water heater tank, non -recirculating systems, and entire ❑ Q ❑ length of recirculating sections of hot water pipes shall be insulated to Table 1508. 2. Cooling system piping (suction, chilled water, or brine lines), piping insulated between heating source and ❑ Q ❑ indirect hot water tank shall be insulated to Table 150-B and Equation 150-A. 4. Steam hydronic heating systems or hot water systems > 15 psi, meet requirements of Table 123-A. ❑ ❑ ❑ 5. Insulation must be protected from damage, including that due to sunlight, moisture, equipment maintenance, ❑ Q ❑ and wind. 6. Insulation for chilled water piping and refrigerant suction piping includes a vapor retardant or is enclosed ❑ Q ❑ entirely in conditioned space. 7. Solar water -heating systems/collectors are certified by the Solar Rating and Certification Corporation. ❑ Q ❑ EnergyPro 4.3 by EnergySoft User Number: 5454 Job Number: VL -1414 Page:7 of 13 Mandatory Measures Summary: Residential (Page 2 of 2) MF -1 R 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 (') 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. DESCRIPTION Instructions: Check or initial applicable boxes when completed or check N/A if not ENFORCE - 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, ❑ Q ❑ 605, and Standard 6-5; supply -air and return -air ducts and plenums are insulated to a minumum installed level of R4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape or other duct -closure system that meets the applicable requirements of UL 181, UL 181A, or UL 181 B 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. Building cavities, support platforms for air handlers, and plenums defined or constructed with materials other than ❑ ❑X ❑ sealed sheet metal, duct board or Flexible duct shall not be used for conveying conditioned air. Building cavities and support platforms may contain ducts. Ducts installed in cavities and support platforms shall not be compressed to cause reductions 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. ❑ ❑X ❑ 4. Exhaust fan systems have back draft or automatic dampers. ❑ ® ❑ 5. Gravity ventilating systems serving 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 ❑ ❑K ❑ heater, weatherproof operating instructions, no electric resistance heating and no pilot 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. ❑ ❑X ❑ 3. Pool system has directional inlets and a circulation pump time switch. ❑ ❑X ❑ § 115: Gas fired fan -type central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously ❑ ® ❑ burning pilot light. (Exception: Non -electrical cooking appliances with pilot < 150 Btu/hr) § 118 (i): Cool Roof material meets specified criteria ❑ ❑ ❑ Lighting Measures § 150(k)l: HIGH EFFICACY LUMINAIRES OTHER THAN OUTDOOR HID: contain only high efficacy lamps as outlined 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)l: HIGH EFFICACY LUMINAIRES - OUTDOOR HID: contain only high efficacy lamps as outlined in Table 150-C, ❑ Q ❑ luminaire has factory installed HID ballast. § 150(k)2: Permanently installed luminaires in kitchens shall be high efficacy luminaires. Up to 50% of the Wattage, as determined ❑ ❑X ❑ in Section 130(c), of permanently installed luminaires in kitchens may be in luminaires that are not high efficacy luminaires, provided that these luminaires are controlled by switches separate from those controlling the high efficacy luminaires. § 150(k)3: Permanently installed luminaires in bathrooms, garages, laundry rooms, utility rooms shall be high efficacy luminaires. ❑ 0 ❑ OR are controlled by an occupant sensor(s) certified to comply with Section 119(d). § 150(k)4: Permanently installed luminaires located other than in kichens, bathrooms, garages, laundry rooms, and utility rooms shall be high efficacy luminaires (except closets less than 70 ft) OR are controlled by a dimmer switch OR are ❑ ❑X ❑ controlled by an occupant sensor that complies with Section 1)9(d) that does not tum on automatically or have an always on option. § 150(k)5: Luminaires that are recessed into insulated ceilings are approved for zero clearance insulation cover (IC) and are ❑ ❑X ❑ certified to ASTM E283 and labeled as air tight (AT) to less than 2.0 CFM at 75 Pascals. § 150(k)6: Luminaires providing outdoor lighting and permanently mounted to a residential building or to other buildings on the ❑ ❑X ❑ 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 complies 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 buildings 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). EnergyPro 4.3 by EnergySoft User Number: 5454 Job Number: VL -1414 Page:8 of 13 Residential Kitchen Lighting Worksheet WS -5R STOKES CASITA 12/26/2006 Project Title Date At least 50% of the total rated wattage of permanently installed luminaires in kitchens must be in luminaires that are high efficacy luminaires as defined in Table 150-0. Luminaires that are not high efficacy must be switched separately. Kitchen Lighting Schedule. Provide the following information for all luminaires to be installed in kitchens. High Efficacy Luminaire Type High Efficacy? Watts Quantity Watts Other Watts Yes • No F x = or Yes No x = or Yes No x or Yes No x = or Yes No x = or Yes No x = or Yes No x = or Yes No x = or Yes No x _ or Yes No x = or Yes No x _ or Yes No x _ or Yes No I x = or Yes No x = or Yes No x = or Yes No x = or Yes No x = or Yes �No x = or Yes x = or Yes • x = or Total A: 0 B: 0 EnergyPro 4.3 by Energysoft User Number: 5454 Job Number: VL -1414 Page:9 of 13 1HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY PROJECT NAME DATE STOKES CASITA 12/26/2006 SYSTEM NAME FLOOR AREA HVAC 472 ENGINEERING CHECKS 11SYSTEM LOAD Number of Systems 2 Heating System Output per System 54,000 Total Output (Btuh) 108,000 Output (Btuh/sqft) 228.8 Cooling System Output per System 35,000 Total Output (Btuh) 70,000 Total Output (Tons) 5.8 Total Output (Btuh/sqft) 148.3 Total Output (sgft/Ton) 80,9 Air System CFM per System 1,200 Airflow (cfm) 2,400 Airflow (cfm/sgft) 5.08 Airflow (cfm/Ton) 411.4 Outside Air (%) 0.0 Outside Air (cfm/sgft) 0.00 Note: values above given at ARI conditions EATING S 26.0 OF )0 Outside Air 0 cfm 69.7 of Total Room Loads Return Vented Lighting Return Air Ducts Return Fan Ventilation Supply Fan Supply Air Ducts TOTAL SYSTEM LOAD COIL COOLING PEAK COIL HTG. PEAK CFM I Sensible Latent CFM I Sensible 547 10,172 1,236 208 9,232 0 1,222 852 0 0 0 0 0 0 0 0 0 1,2221 852 1 12,617 1,236 10 937 Bryant 550AN036-E/31 1 JAV036070 47,104 15,882 108,000 Total Adjusted System Output 47,104 15,882 108,000 (Adjusted for Peak Design Conditions) TIME OF SYSTEM PEAK Aug 2 pm Jan 12 am ream Temperatures at Time of Heatina Peakl 69.7 of 69.7 of n 112.0 of Supply Fan Heating Coil 2400 cfm h Return Air Ducts 'I Supply Air Ducts 111.6 OF ROOMS 70.0 of I DOLING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Cooling Peak 111.0 / 77.6 of 78.5 65.4 of 78.5 ! 65.5 of 60.0 / 59.0 OF Supply Air Ducts Outside Air 0 cfm Supply Fan Cooling Coil 60.5 / 59.1 of 2400 cfm 51.0% R.H. ROOMS 78.5165.4 of 78,0 65.2 of o,.a.._.. n:_ n.._a_ E I EnergyPro 4.3 by EnergySoft User Number: 5454 Job Number: VL -1414 Paae:10 of 13 ROOM LOAD SUMMARY PROJECT NAME DATE STOKES CASITA 12/26/2006 SYSTEM NAME FLOOR AREA HVAC 472 - ROOM LOAD SUMMARY ROOM COOLING PEAK COIL COOLING PEAK COIL HTG. PEAK ZONE NAME ROOM NAME Mult. CFM SENSIBLE LATENT CFM SENSIBLE LATENT CFM SENSIBLE ZONE 1 ZONE 1 1 547 10,172 1,236 547 10,172 1,236 208 9,232 PAGE TOTAL 1 547 10,172 1,236 208 9,232 TOTAL 1 547 10,172 1,236 208 9,232 EnergyPro By EnergySoft User Number: User Job Number: VL -1414 Page: 11 of 13 ROOM HEATING PEAK LOADS Project Title Date STOKES CASITA 12/26/2006 Room Information Desi n Conditions Room Name ZONE 1 Time of Peak Jan 12 am Floor Area 472 Outdoor Dry Bulb Temperature 26 of Indoor Dry Bulb Temperature 70 OF Conduction Area U -Value AT of Btu/hr Items shown with an asterisk (') denote conduction through an interior surface to another room. Page Total: 7 605 Infiltration: �cnedu e0 X Air Sensible X Area472 X Ceiling Height x eghtX A H442 / 60] X ILT 1 628 Fraction TOTAL HOURLY HEAT LOSS FOR ROOM 9,232 EnergyPro 4.3 by EnergySoft User Number: 5454 Job Number: VL -1414 Page: 12of3 472.0 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 0.0250 X X X X X X X X X X X X X x X X X X X X X X X X X X X X X X X X X X X X X X X 44 = = = = = = = = = = = = c = = = o = 519 perimeter = 80.0 0.7300 44 2,570 63.0 0.0743 44 206 40.0 0.3700 44 651 41.0 0.0743 44 134 36.0 0.3700 44 586 172.0 0.0743 44 563 48.0 0.3700 44 781 180.0 0,0743 44 589 198.0 0.0743 44 648 6.0 0.3700 44=98 16.0 0.3700 44 260 Items shown with an asterisk (') denote conduction through an interior surface to another room. Page Total: 7 605 Infiltration: �cnedu e0 X Air Sensible X Area472 X Ceiling Height x eghtX A H442 / 60] X ILT 1 628 Fraction TOTAL HOURLY HEAT LOSS FOR ROOM 9,232 EnergyPro 4.3 by EnergySoft User Number: 5454 Job Number: VL -1414 Page: 12of3 RESIDENTIAL ROOM COOLING LOAD SUMMARY Project Title Date STOKES CASITA 12/26/2006 Room Information Desi n Conditions Room Name: ZONE 1 Outdoor Dry Bulb Temperature: 1120F Floor Area: 472 sf Outdoor Web Bulb Temperature: 78OF Indoor Dry Bulb Temperature: 78 of Outdoor Daily Range: 340F ue surraces R-13 Wall w/1" EPS R-13 Wall w/1" EPS R-13 Wall w/1" EPS R-13 Wall w/1" EPS Orientation Area X X X X X X X X X X X X U -Factor X X X X X X X X X X X X CLTD 1 = = = = = = = = = = = = Btu/hr (NE) 472.0 0.0250 56.0 661 (NE) 63.0 0.0743 29.0 136 NE 41.0 172.0 0.0743 29.0 88 (NW) 0.0743 30.2 386 SW 180.0 0.0743 31.0 415 SE 198.0 0.0743 31.0 456 Items shown with an asterisk (') denote conduction through an interior surface to another room. 1. Cooling Load Temperature Difference (CLTD) Fenestration Page Total 1 " 2.1421 Orientation Shaded Area . X X X X X X X GLF + + + + + + + Unshaded Area X X X X X X X Page GLF = - = = = _ NE 0.0x 19.3+ 40.0x 29.6= (NE) 0.0 19.3 36.0 29.6 NW 0.0x 19.3+ 48.0X 29.6= SE 0.0x 19.3+ 6.0X 26.6= SE 0.0x 19.3+ 16.0X 26.6= Total Btu/hr Internal Gain Btu/hr Occu ants 4 X Occupants X 230 Btuh/oCC. = 920 E ui ment X Dwelling Units X 1,6001 Watts/scift = 1 1,6001 Infiltration: 1.064 X 1.16 X 29.91 X = 1258 Air Sensible CFM ELA 61T TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 10172 Latent Gain Occu ants X Occupants X 200 Btuh/oCC. _ Btu/hr 800 Infiltration: 4 771 X 1.16 X 29.91 X 0.00263 = 436 Air Latent CFM ELA pW TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 1,236 EnergyPro 4.3 by EnergySoft User Number: 5454 Job Number: VL -1414 Page: 13 of 13 I