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04-7804 (SFD)pa�wwuQ.� BUILDING & SAFETY DEPARTMENT C P.O. 1504 (760),777-7012 OF p -495 LE TAMPICO FAX (760) 777-7011 I� LV IN A, CALIFORNIA 92253 INSPECTION REQUESTS (760) 777-7153 BUILDING PERMIT G�� Pie � Ap lica' on Number . . . . . X04-00007804 Date 2/10/05 Pr ty Address . . . . 7862T--DEACON'DR E AP N: 770-230-002- - - Application description . . . DWELLING.- SINGLE FAMILY DETACHED Property Zoning . . . . . LOW DENSITY RESIDENTIAL Application valuation . . . . 305390 Owner Contractor --.---------------------- --------.--------------- , THRALL JEROME A PIERCE CORPORATION, ANDREW ..0/O THRALL ENTERPRISES INC P.O. BOX 3420 180 N STETSON AVE NO 3020 PALM DESERT CA 92261 CHICAGO IL 60601 (760).346-3228 WCC: STATE FUND WC: 0460014314 06/01/05 CSLB: 671203 05/31/05 CCC: B ------ Structure Information 3582 SQ. FT. SFD ----- Construction Type . . . . . TYPE V - NON RATED Occupancy Type . . . . . . DWELLG/LODGING/CONG <=10 Flood Zone . . ... . . . . NON -AO FLOOD ZONE Other struct info CODE EDITION 2001 CBC # BEDROOMS 4.00 FIRE SPRINKLERS NO GARAGE.�SQ_�FTG 693.00 PATIO SQ FTG 179.00 NUMBER OF UNITS 1.00 1ST,FLOOR,SQUARE FOOTAGE 3582.00 -------------------------------------------...---.-----------------i------ ------ Permit . . . . BUILDING PERMIT Additional desc Permit Fee . . . 1360.50 Plan Check Fee 884.33 Issue Date . . . . Valuation . . . . 305390 Qty Unit Charge Per Extension BASE FEE 639.50 206.00 3.5000 THOU BLDG 100,001-500,000 721.00 ---------------------------------7------------------------------------------- Permit . . . . . . ELEC-NEW RESIDENTIAL Additional desc Permit Fee . . . . 169.23 Plan Check Fee 42.31 Issue Date . . Valuation 0 Qty Unit Charge Per Extension BASE. FEE; 15.00 •3582.00 .0350 ELEC NEW RES - 1 OR 2'FAMILY 125.37 693.00 .0200 ELEC GARAGE OR NON-RESIDENTIAL 13.86 P.O. Box 1504�� VOICE (760) 777-7012 78-495 CALLS TAMPICO FAX (760) 777-7011 LA QUINTA, CALIFORNIA 92253 4INSPECTIONS (760) 777-7153 BUILDING & SAFETY DEPARTMENT Application Number:$('��' Date: oi- 1r0 5 Applicant: Co,--ty& Architect or Engineer: Applicant's Mailing Address: Architect or Engineer's Address: Lic. No.: BUILDING PERMIT DECLARATIONS LICENSED CONTRACTOR'S DECLARATION 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 Business and Professionals Code, and my Licensd7n full force and effect. t -7 2 LicenselClalass License No.. VO d 77 Date l ` 7- d r Contractor -e2e a OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' 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 Contractors' 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).): U 1, 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 or 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.). U I, 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 who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). U I am exempt under Sec. , BA P.C. for this reason Date Owner WORKERS' COMPENSATION DECLARATION 1 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 C issued. Njyworkers' compensation insurance carrierjdyoycy�e ber�aj:/ Carrier>�s%'%F i V A Z Policy Number !J 7f (� a (`1 5� _ 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 become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provision Date At/ -7-0" Applicant 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. 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.). Lender's Name Lender's Address 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. I certify that I have read this application and state that the above informatio correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives of this county a err pont bove-mentioned property for inspection purposes. Date 7- � PP Agent): Signature (Applicant or A : G ) 1, Page 2 Application Number . . . . . 04-00007804 Date 2/10/05 Qty Unit Charge Per Extension 1.00 15.0000 = EA ELEC TEMPORARY POWER POLE 15.00 --_-------------------------------------------------------------- Permit . . . . . . GRADING PERMIT ----------- Additional desc Permit Fee 15.00 Plan Check Fee .00 Issue Date . . . . Valuation 0 Qty Unit Charge Per Extension BASE FEE 15.00 ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL Additional desc Permit Fee 121.00 Plan Check Fee 30.25 Issue Date . . . . Valuation . . . . 0 Qty Unit Charge Per Extension 'BASE FEE 15.00 3.00 9.0000 EA MECH FURNACE <=100K 27.00 3.00 9.0000 EA MECH B/C <=3HP/100K BTU 27.00 7.00 6.5000 EA MECH VENT FAN 45.50 1.00 6.5000 EA MECH EXHAUST HOOD 6.50 ---------------------------------------------------------------------------- Permit . . . . PLUMBING Additional desc Permit Fee . . . . 210.00 Plan Check Fee 52.50 Issue Date . . . . Valuation . . . . 0 Qty Unit Charge Per Extension BASE FEE 15.00 21.00 .6.0000 EA PLB FIXTURE 126.00 1.00 15.0000 EA PLB BUILDING SEWER 15.00 2.00 6.0000.EA PLB ROOF DRAIN 12.00 1.00 7.5000 EA PLB WATER HEATER/VENT 7.50 1.00 3.0000 EA PLB WATER INST/ALT/REP 3.00 1.00 9.0000 EA PLB LAWN SPRINKLER SYSTEM 9.00 10.00 .7500 EA PLB GAS PIPE >=5 7.50 1.00 15.0000 EA PLB GAS METER 15.00 ---------------------------------------------------------------------------- Special Notes and Comments 3582 sq. ft. SFD THIS PERMIT DOES NOT INCLUDE POOL & SPA BLOCK WALLS OR DRIVEWAY APPROACH. 2/10/05 2:26:41 PM jjohnson ---------------------------------------------------------------------------- Other Fees . . . . . . . . . ART IN PUBLIC PLACES -RES 263.47 ti Page 3 Application Number . . . . . 04-00007804 Date 2/10/05 ---------------------------------------------------------------------------- Other Fees . . . . . . . . . DIF COMMUNITY CENTERS -RES 97.00 DIF CIVIC CENTER - RES 366.00 ENERGY REVIEW FEE 88.43 DIF FIRE PROTECTION -RES 97.00 GRADING PLAN CHECK FEE .00 DIF LIBRARIES - RES 225.00 DIF PARK MAINT FAC - RES 5.00 DIF PARKS/REC - RES 502.00 STRONG MOTION (SMI) - RES 30.53 DIF STREET MAINT FAC -RES 15.00 DIF TRANSPORTATION - RES 1098.00 Fee summary ----------------- Permit Fee Total Plan Check Total Other Fee Total Grand Total Charged Paid 1875.73 .00 1009.39 500.00 2787.43 .00 5672.55 500.00 Credited Due .00 1875.73 .00 509.39 .00 2787.43 .00 5172.55 a - Gv P.O. BOX 1504 APPLICATION ONLY Building 78-495 CALLE TAMPICO Address LA QUINTA, CALIFORNIA 92253 Owner APIAW-16A F BUILDING: TYPE CONST. OCC. GRP. Mailing Ii O Z 0 - eo� Address � S� ,� � A.P. Number - City lZip Tel. Legal Description Loi /7 5 - t R 3IOWISA4_0-3 Contractor Project Description Address S 71vVi/ City Zip Tel. Sq. Ft. No. l No. Dw. State Lic. City & Classif. Lic. # SizeI S Stories Units Arch., Engr.,p Designer dJ . 8 New Add ❑ Alter ❑ Repair ❑ Demolition ❑ Address Tel. Zo 3r11 VVik� -AJC_ City Zip State 270 Lic. # LI NSED CONTRACTOR'S DECLARATION I hereby am li ensed under provisions of Chapter 9 (commencing with Section visi of the siness and Professions Code, and my license is in f II forc and .;Pt '? ! DATE OWNER -BUILDER DECLARATION Estimated Valuation 1 heraffir that I am exempt from the Contractor's License Law for the following reas7 1.5, s and Professions Code: Any city or county which requires a on ec. Busines perm' o construct, alter, improve, demolish, or repair any structure, prior to its issuance also PERMIT AMOUNT 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 (commencing with Section 7000) of Division 3 the Business Professions Code, that he therefrom, the basis Plan Chk. Dep. OO of and or is exempt and 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). Plan Chk. Bal. ❑ 1, as owner of the property, or my employees with wages as their sole compensation, will do Const. the work, and the structure is not intended or offered for sale. (Sec. 7044, Business and Profes- sions Code: The Contractor's License Law does not apply to an owner of property who builds Mech. or improves thereon and who does such work himself or through his own employees, provided that improvements intended for If, however, the building im- such are not or offered sale. or provement is sold within one year of completion, the owner -builder will have the burden of Electrical proving that he did not build or improve for the purpose of sale). Plumbing ❑ 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 S.M.I. not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractors) licensed pursuant to the Contractor's License Law) Grading ❑ I am exempt under Sec. B. & P.C. for this reason Driveway Enc. Date owner Infrastructure WORKER'S COMPENSATION DECLARATION I hereby affirm that I have a certificate of consent to self -insure, or a certificate of Worker's Compensation Insurance, or a certified copy thereof. (Sec. 3800, Labor Code.) Policy No. Company ❑ Copy is filed with the city. O Certified copy is hereby furnished. CERTIFICATE OF EXEMPTION FROM TOTAL WORKERS' COMPENSATION INSURANCE (This section need not be completed if the permit is for one hundred dollars ($100) valuation REMARKS or less). 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 Workers' Compensation Laws of California. Date Owner NOTICE TO APPLICANT. It, after making this Certificate of Exemption you should become subject to the Workers' Compensation Provisions of the Labor Code, you must forthwith ZONE: BY: comply with such provisions or this permit shall be deemed revoked. Minimum Setback Distances: CONSTRUCTION LENDING AGENCY I hereby affirm that there is a construction lending agency for the performance of the work Front�Sethac frnm„Gent I . Rear �t ack frorear Pro R Line for which this permit is issued. (Sec. 3097, Civil Code.) Ia �. �C Lender's Name Side Fire tack from Center Line I� Lender's Address This is a buildingproperly g I P permit when p dfilled odays signed and validated, and is subject to expiration if work thereunder is suspended for 180 days. C, Side SetbLck fr r? ,ro err�tty I �y P r� y Y j� 1 L V I certify that I have read this application and state that the above information is correct. FINAL DATE 1 INSPECTOR I agree to comply with all city and county ordinances and state laws relating to building 1177,.y_ �.II construction, and hereby authorize representatives of this city to enter the above-mentioned CITY OF GQ_V!';'�, property for inspection purposes. Issued by: r �Yuwr�W+•� �� y - Signature of applicant Date Mailing Address Validated by: City, State, Zip Validation: WHITE = BUILDING DEPARTMENT YELLOW = APPLICANT PINK = FINANCE Comments At the present time, the Desert Sands Unified School District does not collect fees on garagestcarports, covered patiosANalkways, 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 $2.24 X 3,582 S.F. or $8,023.68 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/Palm Desert Nat'l Bank- Jody Jones Check No. 092403 Name on the check Telephone Funding Residential By Dr. Doris Wilson Superintendent Fee collected /exempted by MCGllvrey Signature Payment Recd $8,023.68 0.00 Over/Under NOTICE: Pursuant to Government Code Section 66020(d)(1), 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 DistrictCs) behalf, whichever is earlier. NOTICE: This Document NOT VALID if Duplicated Embossed Original -Building Department/Applicant Copy -Applicant/Receipt Copy - Accounting $loll 72&—AK0v ESI/FME91nc. STRUCTURAL ENGINEERS & CONSULTANTS AUGUST 04, 2005 ANDREW PIERCE CORPORATION 44-835 Deep Canyon Road Palm Desert, California 92260 Attn: Mr. Bill Burgess RE:"The Tradition - Lot 12 " built in La Quinta, California. (ESI/FME 4826) Dear Bill, This letter is to follow-up my site observations on the above named project. The purpose of the structural observations were to review the exterior of structure for general compliance with our structural design intent and the structural plans. Based on what was visible, it is our opinion the exterior of structure is in compliance with our structural plans and/or structural design intent. Our field observations and recommendations does not relieve the contractors, developers, and the building department from their responsibility to follow the plans and code. We are not certifying or guaranteeing the construction work. We did not check various item.- such tem:such as nailing of roof sheathing, foundation reinforcement or lumber species. Thank you for your attention to this matter, please do not hesitate to contact us if we can be of further assistance to you on this project. Sincerely, ESI/FME, Inc. STRUCTURAL ENGINEERS By: Danny Matsumoto, CE33307 For ESI/FME, INC. PED PROPFs �.• cv� OP�NY Mq�, `S�p •��' p p �� 3 d O m \•. Cq�IFO�N\P'� .� 1800 E. 16th Street, Santa Ana, CA 92701 - (714) 835-2800 - Fax (714) 835-2819 TRISTATE LANd SURVEYORS $t CIVIL ENGINEERS 78,120 CARE ESTAdo, SUITE 102, LA QUINTAL CAWOWA 92253 QL (760) 564.0271 (800) 363-6306 FAX (760) 564.0279 May 12, 2005 '7�6Z 7 �54-eoN Mr. Jesse Jimenez CITY OF LA QU1N'TA 78-495 Calle Tampico La Quinta, CA 92253-1504 RE: Form Certification for Traditions Lot 19, Tract No. 28470-1 Dear Mr. Jimenez: This letter is to certify that a field survey was made of the existing form in the City of La Quinta. Lot 19 of Tract No. 28470-1 was found to be in conformance with the approved Grading Plan. The following are the results of our survey: LOT # PLAN GRADE 19 37.6 If you have any questions, please do not hesitate to call. Sincerely, �& 1&iezelow? Ken Nussbaum LS. 6298 MEAN ELEVATION 37.59 TANDY'S INSPECTION SERVICES, INC. PO BOX 13766 - PALM DESERT, CA 92255-3766 OFFICE / FAX - 951.769.9717 PAGER 760.776.3339 SPECIAL INSPECTION DAILY I WEEKLY REPORT TYPE OF INSPECTION PERFORMED s�) R� PERMIT NUMBER os- ��cc' I DATE I is -- 1 (.0 - ()s PROJECTADDRESS�Uj— 1� -78 ha i �� z e. casr LA- C1k ,CA, PROJECTNAME UNCLUDECOUMMYCLU&SUSIAESSPARMOrraMTECENTMECT. NAMQ ARCHITECT --) D4 IJ 1- �-�c, ENGINEER C. �F . GENERAL CONTRACTOR SUB CONTRACTOR DESCRIPTION OF WORK INSPE ED C)PSSIZV--ur n t" C%VLA, INf/O-Ttl IT U3NLL \lt:;-Y . SPRY AT" o. c _ F -j0 `TU -o �) -t-o sS Fr. 1�5. -�� Rus�1�� s �'S . >1;2 i� �-tt uMs✓�. ,t,. WELDING INFORMATION WELDERS NAME CERTIFYING AGENCY NAME AND NUMBER PROCESS AND ELECTRODE SAMPLE INFORMATION TIME SUPPLIER �TICKETNUMBER MIX NUMBER AIR TEMP SAMPLE TEMP SLUMP WATER ADDED TIME IN MIXER SET#1 LOCATION TAKEN: SET #2 LOCATION TAKEN: 1 HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK, UNLESS OTHERWISE NOTED, AND TO THE BEST OP.MY AB&7 I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS, SPECIFICATIONS 8 APPLICABLE BUILDING LAWS. t i INSPECTORS SIGNATURE -i.Ct 1 oc,Ll 1 -AU INSPECTORS CERTIFICATION AGENCY AND NUMBER 7 Certificate of Occupancy U - � 4 u�l'rtiGv G� OF TBuilding & Safety Department This Certificate is issued pursuant to the requirements of Section 109 of the California Building Code, certifying that, at the time of issuance, this structure was in compliance with the provisions of the Building Code and the various ordinances of the City regulating building construction and/or use. BUILDING ADDRESS: 78-621 DEACON DRIVE EAST Use classification: SINGLE FAMILY DWELLING Building Permit No.: 04-7804 Occupancy Group: R-3 Type of Construction: VN Land Use Zone: RL Owner of Building: JEROME THRALL Address: 180 N STETSON AVD NO 3020 City, ST, ZIP: CHICAGO, IL 60601 By: STEVE TRAXEL Date: 05-24-2006 Building Official POST IN A CONSPICUOUS PLACE I U__ nQ10 0 1. i ESI/FME91nc;. STRUCTURAL ENGINEERS & CONSULTANTS 2nd PLAN CHECK REPLY f PLAN CHECK BY THE CITY OF LA QUINTA DATE Feb. 24, 2005 PROJECT NO: 1104-4826 PROJECT : "THE TRADITIONS" - LOT 12 CLIENT NO BBG 284-0800 FILE NO 4826Pi C2 DEVELOPER: ANDREW PIERCE CORP. SHEET NO 1 - OF 7 La Quinta , California ! ARCHITECT: BBG ARCHITECTS, INC. REGARDING: PLAN CHECK BY Timothy Koutsouros with VCA, P.C. NO. 04-7804 ITEMS FROM PLAN CHECK CORRECTION LIST ITEM PL SHT REPLY STRUCTURAL REVIEW COMMENTS I 1 SGN Note has been added to SGN sheet at lower right hand corner of sheet. indicating structural observation is required. 2 A letter has been enclosed regarding reviewing the roof truss calcs. 4 Lateral analysis has been revised to reflect correct dead load. We changed the R factor to 5.5 in lieu of 4.4, therefore one seismic load did not change. We used the R=5.5 table for the Hardy Panels. 5 S-2 Replaced shear wall with Hardy Panels. See revised calcs and plan. 8 S-2 See following sheet from Hardy Frame, Inc. regarding S -Hardy Panel resting on mudsill. Note Capacity is the same except HF8X12 7/8, however our load is less. 11 Per my telephone conversation with Mr. Hue on 2/24/05, using the table is adequate. Hardy Panel anchor bolt embedment are shown in a Table on sheet #7 of 11 in the ICBO PFC 5342. 12 Alternate basic load combination is used for the above project. , 13 Hardy Panel between Living Rm and Owners Suite and shear wall are not in the same line. The roof sheathing between the two different lateral shear resisting element are at two different heights, therefore they can be considered two different resisting lines. Per telephone conversation with Mr. Koutsouros on 2/22/05, this is adequate. 14 Per telephone conversation with Mr Hue on 2/24/05, no addition analysis was requried based on his review of the plans faxed to him on 2/22/05. ESI/FME INC STRUCTURAL EN *,BY: /A for ES QROFESS�O MATSGN9lc<` � y �_,J-33Op z (3) ANDREW PI Attn: Jody Ji CITY OF LA QUINTA BUILDING & SAFETY DEPT. E, CbAPM VED FOR CONS UCTION DAM3 I41 B 800 E. 16th'tFiF,_' Santa Ana, CA 92701 a (714) 835-2800 • Fax(714)836-2819 FEB -23-2005 12:15 HARDY FRAMES INC 805 477 0993 P.01 PosWtO Fax Note 7671 Date pag°es► To� y� From CoJDapt. 1 Co. Phone # PhoneQ TM *"' � Hardy Frames, Inc. WS Fail g35�Z Fax" A MTek Company Hardy Frame 0 Panels - "S" Series on WOOD SILL PLATE' HF8x12 7/8 S 96-5/8" 7/8 Values for R = 5.5 0.491 Values for R = 4.4 919 0.614 Allowable Allowable Net HO Bolt In -Plane Drift at 3 Uplift at In -Plane Drift at 3 Uplift at Smw s,s Model Height Diameter Shear V V V Shear V V V Qty Number H (in) (in) (lbs) (in) (lbs (lbs) (in) lbs at Top HF8x12 7/8 S 96-5/8" 7/8 735 0.491 6,929 919 0.614 , H F8x 18 7/8 S 96-5/8" 7/8 1,840 0.379 10,941 2,300 0.474 13,676 8 7/8 S 120-518" 718 2 0.298 14,856 2,603 0.373 18,320 9 1H1=10x24 HF10x24 1-1/8 S 120-5/8" 1-1/8L3L,440 0.479 24,215 4,300 0.599 30,269 15 IjF1aa471$ S 156-5/8" 7/8 4 0.441 11 291 14 114 For SL 1 inch = 25.4 mm, 1 Ibf = 4.45 N iNotes: 1) Installation on wood sill plate is for a nominal 2 -inch -thick member installed on concrete or masonry foundations. 2) Loads shown are Allowable Stress Design loads per UBC, include a stress increase of 1,33 and are restricted to designs based on the alternate basic load combinations specified in UBC Section 1612.3.2 and IBC Section 1605.3.2. To use the basic load combination in Section 1612.3.1 of the UBC or Section 1605.3.1 of the IBC, divide the allowable shear values and corresponding drift by 1.33. For allowable loads per the IBC, Section 2.7,3 of this report applies. 3) Drift at Allowable Shear V considers shrinkage and crushing of the wood sill plate. Shrinkage is based on 1-1/2" net vertical dimension (2 by silt plate) and a 7% change in moisture content. Compression is based on Fc of 625 psi and a compressive load equal to uplift_ 4) For Wood Sill Plates different than described above, Procedure 1 must be used to verify that drift is within the code limits. 5) The 114 -inch diameter by 3 -inch long wood screws must have a minimum allowable design value of 311 lbs. (excluding the allowable 1.33 stress increase) based on metal (No. 12 gage) to wood (specific gravity of 0.50 or greater) connection Complying screws are Hardy Frame HFS - series, USP WS -series (ICC ES PFC-5634) or equal. 6) When installing a 2 -by filler (wood with §pecific gravity of 0.5 or greater) at the top connection, the minimum screw length is 4-1/2 ir)ches. i 7) Additlony up formly distributed vgrti jl load 'P" is permitted on top of Panels in accordance with Table 1. 1, provided wood crushing ,ik investigated. 8) When art a0gitional load "P" is applied, Procedure 1 must be used to verify that drift is within the code limits. • 789 S. Victoria - Suite 2d0 - Ventura. CA 93003 - (805) 477-0793 9 MM 7549(1.3(1 - Fru (PITS) A77XM.4 - hmrrlvfrmmc+ r r m FEB -23-2005 12:15 HARDY FRAMES INC 805 477 0993 P.02 • Hardy Framee Panel "W" Series: UBC Drift Calculation - No HF Bearing Plate Below Variable Valuel Result lFonnula 1-11F8x12' 7/B S -Series 96.625 ard Frame Panel hei ht for the Model Number entered in cell A4 W 12Frame 4(�ardy Panel width for the Model Number entered in cell A4 "R"Value 5.5 'orUBC seisftiic:desi n.enter'air> "R".value of'either4':4or,5:5V-Allowable on Concrete 1,281 llowable shear from Table 1.1 for the Model and' R" entered above.. Drift @ V -Allow on Concrete 0.275 in Corres ondin drift from Table 1.1 for the Model and "R" entered above.. V -Allowable on 2x Sill 735Obs) Allowable shear including shrinkage & compression of lumber below. Drift @ V -Allow on 2x Sill 0.158 Corresponding drift at concrete level_ Shrinkage & compression add below Fe Allow of Mat'I Below • 62S si EnW•alloWyab le. Como ression; 4 ndieular.to• rain for the support matt,,, Additional Vertical "P" 0 Ibs Enterthe•'valbo for.an ,vert cAl;loWs�'that;are,additional to overturning, Lumber Depth 1-.5 in Enter,ttte°het 'ht;of.tl'oOorrial..luintibl U tvvilY+e hence sFtrintca e• - Lumber a Moisture Content 7 % E'nter the,cb4if6e'in,Mb1sW1,6 boittOht<td ,reach e` uilibi; ilm Qno-declma Beam Deflection Endl-End2 0 in For, installatibwowa,beam - eriterthe:calculwed deflection at the Panel" Panel Bearing Area A Sq. In. 35.9 3.5 x W - 1.75 fc 483 2P+Padd/A = 2V x H / W-1.75 + Padd /A Vertical Compression 1 0.023 IF Fc > fc > .7317c), (((fc-(.73 x Fc / Fc -.7317c x .02)+.02)-,0 Drift Due to Compression 1 0.175 Vertical Compression 1 x H! -1.75 Vertical Compression 2 0.000 IF .73Fc > fe > 0), fc-0 / _73Fc-0 x .02 0 rift Due to Compression 2 0.000 Vertical Compression 2 x H/ -1.75 Vertical Shrinkage 0.021 .002 x umber Depth)(A Moisture) Drift Due to Shrinkage 0.158 Vertical Shrinkage x H/ W-1.75 Drift Due to Beam Deflection 0.000 Vertical Deflection End1-End2 x H/ -1.75 Total Drift Incl Shdnk&Com r 0.491 Drift@V Desi n+Drift from Com +Drift from Bm Defl+Drift from Shrink Total Drift g Strength 0.624 (Drift@V Desi n+Drift from Com +Drift from Bm Defl)(1.4)+Drift from Shrink Max inelastic response dis I. 2.401 .7 x R x Total Drift Strength Max calculated story. drift 2.416 _025 x H Check for compliance' oK Notes: 1) Additional Vertical "P" is gravity loads and/or vertical loads produced by overturning of Panels/Frames above. 2) .Lumber Depth is the vertical measurement of horizontal lumber that will shrink due to a loss of moisture content. 3) Beam Deflection is the vertical deflection in the beam that occurs from one end of the Panel to the other end of the Panel, 4) Total Drift @ Strength column includes 1.4 multiplier for Panel drift, drift due to compression & drift due to beam deflection. 5) Formulas are per "Procedure for Drift Calculation" by Hardy Frames, Inc. ICC -ES Legacy Report PFC-5342 (June 1, 2003) 6) Use of this program does not constitute guaranteed results and Hardy Frames, Inc. is not liable for project design. FEB -23-2005 12:15 HARDY FRAMES INC 805 477 0993 P.03 I • Hardy Frames Panel "W" Series: UBC Drift Calculation - No HF Bearing Plate Below C Variable lValluel Result lFormula HFSx18'W&S-Se0e13 Enter. Harts ` 1=ratne Modef timber. . H 96.625 in Hardy Frame Panel height for the Model Number entered in cell A4 W 18 in Hardy Frame Panel width for the Model Number entered in cell A4 "R" Value 5:5 For• L•IBQseisrfYld'de n ertte'r an'"R'"value of,sithef4.4'or.5.5 V -Allowable on Concrete 1,640 lbs Allowable shear from Table 1.1 for the Model and "R" entered above.. Drift @ V -Allow on Concrete 0.17 in Corresponding_drift from Table 1.1 for the Model and "R" entered above.. V -Allowable on 2x Sill 1840' lbs Allowable shear including shrinkage & compression of lumber below. Deft @ V -Allow on 2x Sill 0.170 Corresponding drift at concrete level. Shrinkage & compression add below Fc Allow of Mat l Below 825(psi) Ent6r allawable,com resslon; odicillar to' raln •forthe'su rt.mat9' Additional Vertical "P" 0 ' Ibs Enter thq,vaWeldr,any vor#icOJJOads that W,additiboal,to,ovettumi • Lumber Depth 1,5 in Enterthe tial' ht'.of hdfizontaVtdmtier that wili' e ' ri6nce shrinkage ' Lumber a Moisture Content 7 % Enter lb.V ch6b a in fddislrure-:content• to"reachuilibrium o decima Beam Deflection Endl-End2 • 0 in For•installatioh on a beam„enterthe calculated deflectibn at the Panel' Panel Bearing Area A Sq. In. 56.9 3.5 x W -1.75 fc 481 2P+Padd/A = 2V x H / W-1.75 + Padd /A Vertical Compression 1 0.023 IF Fc > fc > .73Fc , fc _73 x Fc / Fc-.73Fc x .02 +.02 ,0 Drift Due to Compression 1 0.109 Vertical Compression 1 x H/ -1.75 Vertical Compression 2 0.000 IF .73Fc > fc > 0 fc-0 / .73Fc-0 x .0?)),.0 Drift Due to Compression 2 0.000 Vertical Compression 2 x H/ -1.75 Vertical Shrinkage 0.021 .002 x (Lumber De th)(d Moisture Drift Due to Shrinkage 0.100 Vertical Shrinkage x H/ -1.75 Drift Due to Beam Deflection 0.000 Vertical Deflection End1-End2 x H/ -1.75 Total Drift Incl Shrink&Com r 0.379 Drift2V Desi n+Drift from Com Drift from Bm Defl+Drift from Shrink Total Drift @ Strength 0.491 Drift V Desi n+Drift from Comp+Drift from Bm Defl)(1.4)+Drift from Shrink Maus inelastic response dis I. 1.889 .7 x R x Total Drift P, Strength Max calculated story drift 2.416 .025 x H Check for compliance OK Notes: 1) Additional Vertical "P” is gravity loads and/or vertical loads produced by overturning of Panels/Frames above. 2) Lumber Depth is the vertical measurement of horizontal lumber that will shrink due to a loss of moisture content. 3) Beam Deflection is the vertical deflection in the beam that occurs from one end of the Panel to the other end of the Panel. 4) Total Drift @ Strength column includes 1.4 multiplier for Panel drift, drift due to compression & drift due to beam deflection. 5) Formulas are per "Procedure for Drift Calculation" by Hardy Frames, Inc. ICC -ES Legacy Report PFC-5342 (June 1, 2003) 6) Use of this program does not constitute guaranteed results and Hardy Frames, Inc. is not liable for project design. 0 FEB -23-2005 12:15 HARDY FRAMES INC I 805 477 0993 P.04 db Hardy Frame® Panel "W" Series: UBC Drift Calculation - No HF Bearing Plate Below ,-Now , Variable Value Result Formula HF10x24 7/8 S -Series Enter' -and ''Ftatiie Model Number H 120.63 in Hardy Frame Panel height for the Model Number entered in cell A4 W 24 in Hardy Frame Panel width for the Model Number entered in cell A4 "R" ValueS.S For .tfEO Seisilliia des' n enter an'".R"' Vslue'of either -4.4 or 5.s V -Allowable on Concrete 2,082 Ibs Allowable shear from Table 1.1 for the Model and "R" entered above.. Drift @ VAllow on Concrete 0.138 in Corresponding drift from Table 1.1 for the Model and "R" entered above.. V -Allowable on 2x Sill 2,082 Obs Allowable shear including shrinkage & compression of lumber below. Drift Q V Allow on 2x Sill 0.138 Corresponding drift at concrete level. Shrinkage & compression add below Fc Allow of Mat'I Below 625•(psi) Enter. allowabie,WM ression- `ndibblor to. rain,for; the Su ' rt matt Additional Vertical "Io" tJ lbs EOtbrltte:, iBlus''f6r,an' •verticai; OW-4�:tbat:,ace oddftionallo'oYertdmi Lumber Depth I.6 in Enter•.the!heig�d,.sof.-hori7nhtal iQtlagerithat:vrill..e r 6nae?sfm`n e Lumber Moisture Content 7 °lo Enterth4.chan` 'e.in moWul+.e'cont6ntro;reachse, uilibrium' o'doOm , Beam Deflection Endl-End2 0 in For. iristallatiold 40.a beam, enter the calgilated deflection at'the Panel„' Panel Bearing Area A Sq. In. 77.9 3.5 x - 1.75 fc 362 2P+Padd/A = 2V x H / -1.75 + Padd / A Vertical Compression 1 0.000 IF Fc > fc > .73Fc , fc _73 x Fc / Fc-.73Fc x .02 +.02 ,0 Drift Due to Com reWon 1 0.000 Vertical Compression 1 x W -1.75 Vertical Compression 2 0.016 IF .73Fc > fe > 0 fc-0 / .73Fc-0 x .02)), 0 Drift Due to Compression 2 0.069 Vertical Compression 2 x H/ -1.75 Vertical Shrinkage 0.021 .002 x umber De h)(A Moisture) Drift Due to Shrinkage 0.091 Vertical Shrinkage x H/ -1.75 Drift Due to Beam Deflection 0.000 Vertical Deflection End1-End2 x W -1.75 Total Drift Incl Shrink&Com r 0.298 Drift@V Desi n+Drift from Com Drift from Bm Defl+Drift from Shrink Total Drift @ Streit h 0.381 (Drift@V Desi n+Drift from Com +Drift from Bm Defl 1.4 +Drift from Shrink Max inelastic re onse dis I. 1.466 .7 x R x Total Drift @ Strength Max calculated story drift 3.016 .025 x H Check for compliance OK Notes. 1) Additional Vertical T” is gravity loads and/or vertical loads produced by overturning of Panels/Frames above. 2) Lumber Depth is the vertical measurement of horizontal lumber that will shrink due to a loss of moisture content. 3) Beam Deflection is the vertical deflection in the beam that occurs from one end of the Panel to the other end of the Panel. 4) Total Drift @ Strength column includes 1.4 multiplier for Panel drift, drift due to compression & drift due to beam deflection. 5) Formulas are per "Procedure for Drift Calculation" by Hardy Frames, Inc. IMES Legacy Report PFC-5342 (June 1, 2003) 6) Use of this program does not constitute guaranteed results and Hardy Frames, Inc. is not liable for project design. 0 FEB -23-2005 12.15 HARDY FRAMES INC 805 477 0993 P.05 Hard I�Frame'o Panel "W" Series: UBC Drift Calculation - No HF Bearing Plate Below Variable Value Result Formula Hf10x241�1/B; Series F.11itsr H Frame Model:NuniW,• H 120.63 in Har& Frame Panel height for the Model Number entered in cell A4 W 24 in Hardy Frame Panel width for the Model Number entered in cell A4 "R" Value S.S For LISC•'se1stnic des ra;,e'riter'ar;^R" valuer df et�her,4:4 ;or 5.5 V -Allowable on Concrete 3,440 Ibs Allowable shear from Table 1.1 for the Model and "R" entered above.. Drift @ V -Allow on Concrete 0.228 in Corresponding drift from Table 1.1 for the Model and "R" entered above__ V Allowable on 2x Sill 3,440 lbs Allowable shear including shrinks e & compression of lumber below. Drift a V -Allow on 2x Sill 0.228 Corres ondin drift at concrete level. Shrinkage & com ression add below Fc Allow of Mat'[ Below 625(psi) Enter •allowable com teSSlof1„ hdlcuI4r?to grain for thb-supoort. malt-'.. Additional Vertical "P" 0 Ibs Entor••thev;Rluo4ot,ah xectic*,100s-that :ofe. additipnalto,,oYertumin Lumber Depth 1.5 in EAO'tthe=h@ "ht•df;horizontal,l lier.;ittat"v�ilf ' rtettce shYinka e.' , Lumber A Moisture Content 7.' % Enter the chap e'.in'molsture`cdiite' ,to inch. '• uiilibi'i6m no decima Beam Deflection End1-End2 .0 in Foe. installation orf a:Wath, ,dnier••the calculated deflection at the Panel. Panel Bearing Area A Sq- In. 77.9 3.5 x -1.75 fe 599 2P+Padd/A = 2V x H / W-1.75 + Padd / A Vertical Compression 1 0.037 IF Fc > fc > .73Fc (((fc-(.73 x Fc I Fc-.73Fc x .02)+.02),0 Drift Due to Compression 1 0.160 Vertical Compression 1 x H/ -1.75 Vertical Compression 2 0.000 IF .73Fc > fc > 0). fc-0 / .73Fc-0 x .02 ,0 Drift Due to Compression 2 0.000 Vertical Compression 2 x HI -1.75 Vertical Shrinkage 0.021 .002 x umber Depth (A Moisture), Drift Due to Shrinkage 0.091 Vertical Shrinks e x Hl W-1.75 Drift Due to Beam Deflection 0.000 Vertical Deflection End1-End2 x H/ -1.75 Total Drift Incl Shrink&Com r 0.479 Drift@V Desi n+Drift from Com +Drift from Bm Defl+Drift from Shrink Total Drift @ Streit h 0.634 (Drift@y Desi n+Drift from Com +Drift from Bm Defl 1.4 +Drift from Shrink Max inelastic response dis I_ 2.442 .7 x R x Total DriftStrength Max calculated story drift 3.016 .025 x H Check for compliance OK Notes: 1) Additional Vertical "P" is gravity loads and/or vertical loads produced by overturning of Panels/Frames above. 2) Lumber Depth is the vertical measurement of horizontal lumber that will shrink due to a loss of moisture content 3) Beam Deflection is the vertical deflection in the beam that occurs from one end of the Panel to the other end of the Panel. 4) Total Drift @ Strength column includes 1.4 multiplier for Panel drift, drift due to compression 8 drift due to beam deflection. 5) Formulas are per "Procedure for Drift Calculation" by Hardy Frames, Ina ICC -ES Legacy Report PFC-5342 (June 1, 2003) 6) Use of this program does not constitute guaranteed results and Hardy Frames, Inc. is not liable for project design. � a FEB -23-2005 12:15 HARDY FRAMES INC 805 477 0993 P.06 Hardy Frame® Panel "W" Series:.UBC Drift Calculation - No.HF Bearing Plate Below Variable Value Result Formula HF1=4 7/8 S -Series Enter Hard. ' Frafxl6' Mi?df3 : t,'rritaer ; H 156.63 in HardY Frame Panel height for the Model Number entered in cell A4 W 24 in Hardy Frame Panel width for the Model Number entered in cell A4 "R" Value 5:5 For;tlBC seisttiic fiesi rj eiatef:ari''R� value of efttiet 4:4 or 5.5 V -Allowable on Concrete 1,604 Obs Allowable shear from Table 1.1 for the Model and "R" entered above.. Drift @ V A11ow on Concrete 0.233 in CorrespondingCorresppnding drift from Table 1.1 for the Model and "R" entered above.. V -Allowable on 2x Sill 1,604 • lbs Allowable shear including shrinkage & compression of lumber below. Drift @ V Allow on 2x Sill 0.233 Corresponding drift at concrete level. Shrinkage & compression add below Fc Allow of Mat'I Below 425(psi) Erlt6talWhlibla cbp'•tpression.fldicwlac;to+ iwn,for the. su d rhat't Additional Vertical "P" Glbs htbr,tW.791d;'for,%fi verticbl.,10gds.'thii14re addlUdnat-to.ovOrtumin - Lumber Depth 1.5' in F-ritetthe'hdlghtbf,.boftohtaf.lumberthal',vA]."ekpadOnce,shdnkage Lumber a Moisture Content 7 % Enter the cttan e' In•fMisture cdatent•to,reactl • ullibriW4, •n0 dedrtna Beam Deflection Endl-End2 0 in For,installatfon -qo;a beam;•ahtert1le,calculated deflection•atthe Panel Panel Bearing Area A Sq. In. 77.9 3.5 x W - 1.75 fe 352 2P+Padd/A = 2V x H / W-1.75 + Padd / A Vertical Compression 1 0.000 IF Fc > fe > .73Fc , ((&-(.73 x Fc / Fc-.73Fc x .02 +.02 ,0 Drift Due to Compression 1 0.000 Vertical Com ression 1 x H/ W-1.75 Vertical Compression 2 0.016 IF .7317c > fe > 0), fe-0 / .73Fc-0 x .02 ,0 Drift Due to Compression 2 0.089 Vertical Compression 2 x H/ -1.75 Vertical Shrinkage 0.021 .002 x umber De h e Moisture) Drift Due to Shrinkage 0.118 Vertical Shrinkage x H/ -1.75 Drift Due to Beam Deflection 0.000 Vertical Deflection Endl-End2 x H/ -1.75 Total Drift Ind Shrink&Com r 0.441 Drift@V Desi n+Drift from Com +Drift from Bm Defl+Drift from Shrink Total Drift @ Strength 0.570 (Drift@V Desi n+Drift from Com +Drift from Sm Deft 1,4 +Drift from Shrink Max inelastic response dis I. 2.193 .7 x R x Total Drift'@ Strength Max calculated story drift 3.916 • .025 x H Check for compliance OK Notes: 1) Additional Vertical "P" is gravity loads and/or vertical loads produced by overturning of Panels/Frames above. 2) Lumber Depth is the vertical measurement of horizontal lumber that will shrink due to a loss of moisture content. 3) Beam Deflection is the vertical deflection in the beam that occurs from one end of the Panel to the other end of the Panel. 4) Total Drift @ Strength column includes 1.4 multiplier for Panel drift, drift -due to compression & drift due to beam deflection. 5) Formulas are per "Procedure for Drift Calculation" by Hardy Frames, Inc. ICC -ES Legacy Report PFC-5342 (June 1, 2003) 6) use of this program does not constitute guaranteed results and Hardy Frames, Inc. is not liable for project design. I* TOTAL P.06 � 0 � 0 • ESI/FM E,Inc. STRUCTURAL ENGINEERS & CONSULTANTS FEBRUARY 24, 2005 ANDREW PIERCE CORP. 44835 Deep Cyn. Rd. Palm Desert, CA ATTN: Jody Jones RE: Roof Truss Calculations and Layouts on "Lot 12 -Tradition" to be built in La Quinta for Andrew Pierce Corp. (ESI/FME 4826) Dear Jody: We have reviewed the calculations and layouts dated on 1/27/05 by AC Houston Lumber and they appear to comply with the requirements of our calculations and plans. The review of these drawings does not relieve the contractor from compliance with the drawings and specifications. This check is only for review of general conformance with the design concept of the project and general compliance with the information given in the contract documents. The contractor is responsible for confirming and correlating all quantities and dimensions, selecting fabrication process and techniques of construction, coordinating his work with that of other trades, and performing his work in a safe 'and satisfactory manner. Thank you for your attention to this matter. Please do not hesitate to contact us if we can be of further assistance to you on this project. Sincerely, ESI/FMEJ STRUCTU,, e F RS By: �Q�� s&�D `2 Danny 1800 E. 16th Street, Santa Ana, CA 92701 • Reviewed By: Andre in (714) 835-2800 • Fax (714).835-2819