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0101-017 (SFD)H N CAI W W �Z� L0 o r F -a W Z co Ln N pN U_ °' Z r�0 X W �: mUU O. Q d � Z 06 r- C) R LICENSED CONTRACTOR 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 License is in full force and effect. License # Lic. Class Exp. Date Vate ,f > ��! Signature of Contractor OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractor's License Law for the following reason: ( ) 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 & Professionals Code). ( ) I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business & Professionals Code). O I am exempt under Section B&P.C., fort is, Date .+``P °r r -Sig nature of Owner WORKER'S COMPENSATION DECLARATION 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 Se tion 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier & policy no. are: Carrier Policy No. S T.�'1` ilia 7 Qf'~UU QDIb6S1ti7 (This section need not be completed if the permit valuation is for $100.00 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 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"provisions. ^^ Ant Date: Applic Warning: Failure to secure Workers' Compensation coverage is unlawful and shall subject an employer to criminal penalties and civil fines up to $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. IMPORTANT Application is hereby made to the Director of Building and Safety for a permit: -subject to the conditions and restrictions set forth on his application: 1. Each person upon whose behalf this application is made & each p t whose request and for whose benefit work is performed under or pur any permit issued as a result of this applicaton agrees to, & shall, in i if & hold harmless the City of La Quinta, its officers, agents and em I eeF 2. Any permit issued as a result of this application becomes null an id work is not commenced within 180 days from date of issuance f suc permit, or cessation of work for 180 days will subject permit to cant Ilation I certify that I have read this application and state that the above inforry ation is correct. I agree to comply with all City, and State laws relating to the construction, and hereby authorize representatives of this City to enter upon the abo /ve-mentioned property for ins'p`ection purposes. J ignature (Owner/Age)/�r-- Date • �- % " ✓; .y BUILDING PERMIT PERMIT# DATE VALUATION LOT 01,131-017 TRACT &4X8 i&S4V 91 28867 JOB SITE APN ADDRESS OWNER CONTRACTOR/DESIGNER/EN (NEER le. A&, .t1!1RS Y 1r]. AM D. W 1C)k�.rEr= C'0kT$7TkTW,110. 1, NC. PALM SpMris CA 9:1262 6_1144 C!BL4$ 5524 USE OF PERMIT!-. ::FO.1?.U�'.ft+ IT 0023 NOT fNr_%J0,''k%0CX, VV )AJPO01JS A OR ' A:Pi,'P,0X(7H ss �t n ; C i �t�IJ p t"i? 1 .T� t .ALL F-RDE".1, &,^7`AU, LAWS, INC;, )I..NO THZ 1?rK1laVt9EUD SFIRC I a.AC,T O-0' IM (1.5 U.s.fi_ s Ci)ol'1;1M CO3d9TkU TtON 5^6.00 UP POF;C1'1IPATIO 717. uta SF C011;r OF i7C31d�S'�kUtF�". 014 4�1�3y1JeS.540 �y.yY �2--y�7� ,,gtl gBam�}} & �Cffyy �Nll,�.1c (Eigy�,�.b�."d7 I1:.i9ey.C8'LiI Ld,.H/ER'FY A.7 1M.,Y7dLS3i.1 CINITKUe' 1011 ME 01-000-418.000 S1,754,90 - P11AH C:TJ r h 1'F1': 3q1-fltl:t-X39-a18 ij1,�3Z.d+fl ''F c -439-+18 -%1,250#5 1L?CHA'N1,C.A€.FEZ 101-000,4.21-00. $143..00 IMECTRI(ML ME 101.000.4.20-0300 $774, fl ;•`iiaf,� �1`� WHO NIO t € ik FIT • R901 1) 1.01.000.241 4109 G&id4[ IVO t'`ZL', 101 VkMeLOPER ,ART I'M P'UBLXC PLACES ES • RES1f 01-•000-2.55-000 $546.21 W 0 n BOBT'P L, C -ON 11W MONAIM, PLAN Cf`MCK $6,409.61 to :i?RE-PAiT);��iM 41,250.00�p MAR 3 0 2001 t'• TOTAL P.vkIOUrY es INF, Now CITY OF LA OUINTA FINANCE DEPT RECEIPT DATES/� j BY DATE FINALEO INSPECTOR INSPECTION RECORD t OPERATION DATE INSPECTOR OPERATION DATE INSPECTOR BUILDING APPROVALS MECHANICAL APPROVALS Set Backs`d- 8 B l Underground Ducts �" -,?/• O Forms & Footings ! - - ` Ducts Slab Grade Return Air Steel r Combustion Air Roof Deck Exhaust Fans O.K. to Wrap. _� , O ! p�p�i `i�i F.A.U. Framing J �� / Compressor Insulation Vents Fireplace P.L. `7i- (� o / Grills Fireplace T.O. _ Fans & Controls Party Wall Insulation Condensate Lines Party Wall Firewall Exterior Lath rel Drywall - Int. Lath (^� ( �1 u��i .s�! 9• v/ .iT t__ • Final —t— Final`/ l2U POOLS - SPAS BLOCKWALL APPROVALS Steel Set Backs Electric Bond Footings Main Drain Bond Beam Approval to Cover Equipment Location Underground Electric Underground Plbg. Test Final Gas Piping PLUMBING APPROVALS Gas Test Electric Final Waste Lines / `S/ r�� 7/ S7 Heater Final Water Piping Plumbing Final Plumbing Top Out Equipment Enclosure Shower Pans O.K. for Finish Plaster Sewer Lateral Pool Cover Sewer Connection 3��� f�/o! �i%+ Encapsulation Gas Piping Gas Test _ Appliances Final COMMENTS: Final Utility Notice (Gas) ELECTRICAL APPROVALS as Temp. Power Pole Underground Conduit Rough Wiring Low Voltage Wiring Fixtures Main Service Sub Panels Exterior Receptacles G.F.I. Smoke Detectors Temp. Use of Power Final 7 0 Utility Notice (Perm) 6(& �l v Certificate of Occupancy City of La Quinta Building and Safety Department This Certificate issued pursuant to the requirements of Section 109 of the Uniform Building Code, certifying that, at the time of issuance, this structure was in compliance with the various ordinances of the City regulating building construction or use. For the following: BUILDING ADDRESS: Use Classification: SFD 52-240 DEL GATO Occupancy Group: R3 Type of Construction: VN Bldg. Permit No.: 0201-246 Land Use Zone: RC Owner of Building: D.W. JOHNSTON CONSTRUCTION Address: 1445 N SUNRISE WAY #203 City: PALM SPRINGS CA 92264 Building Official By: KIRK KIRKLAND Date: 9-12-02 POST IN A CONSPICUOUS PLACE REGISTERED INSPECTOR'S WEEKLY REPORT JON TANDY 37630 Medjool Ave. Palm Desert, CA 92211 Office (760) 772-7192 Fax (760) 772-7193 Pager (760) 776-3338 TYPE OF INSPECTION PERFORMED ❑ REINFORCED CONCRETE ❑ STRUCT. STEEL ASSEMBLY ❑ I e ❑ POST TENSIONED CONCRETE ❑ ASPHALT �— THER V ❑ REINFORCED MASONRY ❑ FIRE PROOFING �� r - JOB /�_FV ^ �/� _ —^ ^, �� /`oJ••+/�=�T11V1 ,�l( Ii�J\; REPORT SEQUENCE NO. TVP O Jv RR/E� ��q�N\C' 1 V` PERmIT NOQ_ O YVfyT DAY OF WEEK MATERIAL DESCRIPTION ARCHITECT::T CA I I • HRS. CHARGED C-� ✓� FICA ENGINEEI`�Vv �� ASSISTANTS MRS. CHARGED INSPECTION DATE GENERAL . .r , '�• �%tA` SUB CONTRACTOR �(/ CONTRACTOR L) \ C- i L o Y-1 0 "Lb tt4 Z,pc ti U-)1 n Y - g :P,10S 1*SS15C tj- ( oV'_ 1D COPY SENT TO CLIENT ❑ CONTINUED ON NEXT E ❑ PAGE OF CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED TO THE BEST OF MY KNOWLEDGE ALL OF THE ABOVE REPORTED WORK UNLESS OTHERWISE NOTED. I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS. SPECIFICATIONS, AND APPLICABLE SECTIONS OF THE GOVERNING BUILDING LAWS. (GNAT OF REGISTERED INSPECTOR9-0X ` 7� O y��.1in� � / J DA E 09 AEPORT REGISTER NUMRFR REGISTERED INSPECTOR'S WEEKLY REPORT r JON TANDY 37630 Medjool Ave. Palm Desert, CA 92211 Office (760) 772-7192 Fax (760) 772-7193 Pager (760) 776-3338 TYPE OF INSPECTION PERFORMED ❑ REINFORCED CONCRETETRUCT. STEEL ASSEMBLY ❑ _S o) p ❑ POST TENSIONED CONCRETE ❑ ASPHALT OTHER_,vn_,f ((� ❑ REINFORCED MASONRY ❑ FIRE PROOFING `/_ 1 JOBLOC j a _ �eLA REPORT SEOUENCE NO. TYPE OF STRUCTURE 0� _ - _ &,6ik PERI�p,�T NO Q ^ I Or J1 O DAY OF WEEK MATERIAL DESCRIPTION ARCHITECT, INS P CTOR HRS. CHARGED (1 ,. (A)x-711 _g ENG EER o "� u J ASSISTANTS HRS. CHARGED INSPECTION GENERAL �.�O SUB DATE CONTRACTOR W �Su~� CONTRACTOR � r 4eA U., - n IRS ,- -e-16 LAL,6 tw (^ • i i�Q .J \`MI-6:�i� 64c - V c�-8 �p�� PAG -V �..1: ✓, Col D-1 I S-e4ex-o — b wrad-e_ C _11,1LIk N6 n4S- .SS V .1"t 06-eA__n o 2A✓ices S"r)�iS It ��N onral�eS s S -4 Sb COPY SENT TO CLIENT ❑ CONTINUED ON NEXT PAGE O PAGE OF CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED TO THE BEST OF MV KNOWLEDGE ALL OF THE ABOVE REPORTED WORK UNLESS OTHERWISE NOTED. I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS. SPECIFICATIONS. AND APPLICABLE SECTIONS OF THE GOVERNING BUILDING LAWS. SI ATURE F REGISTE INSPECTOR 96. DATE OF REPORT REGISTER NUMBFR S H D D A S.P. A M.P. A P LMI Pleat AL's Camra' Ell ets T Filets T PCo S 8Q. Toi. Size me an) cz =) S (ADS) B ommmoommimm 0 INLAND INSPECTIONS & CONSULTING PMB-283 - 231 E. Alessandro Blvd., Nb A - Riverside, CA 92,508 (909) 776--1981 - FAX (909) 776-1982-- REGISTERED 76-1982" REGISTERED INSPECTOR'S DAILY REPORT Date: ( -2-0-01 Type of Inspection: Page I of '?-- Job No.: 1 90 7 Gient� �— r Lo air Permit NoJlssued By Job Address-- _r— city Q Type of SbUdWre/� �E%6fl AGK T/ 04t L_ �ITCJrI Material Desorlptlon Engines . eontraetor Inspector i Subcontractor Type of Sample Quantity In Set Slump Additional Remarks on Samples CERTIFICATION OF COMPLIANCE I hereby certify that I have Inspected, to the best of my knowledge, all of the above reported work unless otherwise noted. I have found this work to comply with the approved plans, specifications, and applicable sections of the governing building laws. Signature of Registered Inspector IL Y INLAND INSPECTIONS & CONSULTING C_ 231 E. Alessandro Blvd., No. A-283 Riverside, CA 92S08 (909) 776-1981 fax (909) 776-1982 ULTRASONIC TESTING REPORT Client: -r-0.K Z,��p{�HecsS Date: G 70_01 Job No.: // 90 T� Invoice No.: Report No.: /� / Reviewed By: Project: Blo-i r F 25i /L d f' q ! Code: AWS D1..1 Fabricator. Technician: w, C[a,r-- ASNT Level: II Welding Process: prc.+cd Surface: G(ea-v.. Equipment: E' ,,-4z1 7 Probes: [ ]Normal [X]Angle [X]Hlgh Energy [ ]Normal Energy Calibration: MSound Path [ ]Projected Distance Couplant: [ ]Oil [ ]Grease [X]Paste [ ]Glycerine [ ]Other. Item Identification Decibel Defect ice:._ � ��.■■■■-■.-----�� _�. ©_ -iii . ���■■■■■-..-----.■.■ REMARKS: 12— r Desert Sands Unified School District 47-950 Dune Palms Road Notice: La Quinta, CA 92253 Document Cannot Be Duplicated 760-771-8515 CERTIFICATE OF COMPLIANCE Date 3/29/01 No. 21816 Owner NameDW Johnston No. 53-240 Street Del Gato Drive city La Quinta Tract # 28867 Lot # 91 Type of Development Single Family Residence Comments APN # 770-350-013 Jurisdiction La Quinta Permit # Log # Zip 92253 Study Area Square Footage 5066 No. of Units 1 At the present time, the Desert Sands Unified School District does not collect fees on garages/carports, covered patios/walkways, residential additions under 500 square feet, detached accessory structures or replacement mobilehomes. It has been determined 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 Government Code 53080 in the amount of 2.05 X 5,066 or $ 10,385.30 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 / Bank of America - Karl Burns Telephone,, 760-416-11-44 Name on the check " By Dr. Doris Wilson ♦4 Superintendent Fee collected /exe pted by Annette Barlow Signature Payment Received $10,385.30 Check No. 2008529789 NOTICE: Pursuant of Assembly Bill 3081 (CHAP 549, STATS. 1996) this will serve to notify you that the 90 -day approval period in which you may protest the fees or other payment identified above will begin to run from the date on which the building or installation permit for this project is sssued or on which they are paid to the District(s) or to another public entity authorized to collect them on the District('s)(e) behalf, whichever is earlier. Collector: Attach a copy of county or city plan check application form to district copy for all waivers. Embossed Original- Building Dept./Applicant Copy - Applicant/Receipt Copy - Accounting ® rh� )AW rhaeuser Business - February 8, 2001 James Cioffi Architect "St F", a l�z2121 E. Tahquitz Canyon,W 3 C I � � � � i�J 1.A Palm Springs, CA 92262 r _ BUILDSAFE_r( DEPT Attn: Larry _ , _ .-- �i Re: Blair Residence- '�, _ 'F��ORUCTIONDA FEDear Larry: YfSod In accordance with your request, please. find -attached specialty joist calculations for the above referenced project. Based on the information provided, the product specif ed in the attached calculations meets or exceeds code.-a'c'—cepted design values for the application, span and loads listed. - It should be noted that project construction documents were not reviewed by Trus Joist (TJ) Engineering and the application, span and loads listed on the attached calculations /were provided by others. The Professional -Engineer's seal on this letter solely indicates ,that the allowable product values shown are in -accordance with current TJ materials and code accepted design values. _ }_ Thank you for your interest in our products. Please contact us at (949) 616-1600 if we may be of further assistance. Sincerely, z y ..— Tom Smith Project Coordinator Attachments: (2) Mizing Calculations (Type "A" & "Al") �O QROFESS/o u, °C No. 25261 v m * EXP. 12-31 df Fret Alfonso Obciana, P.E. Project Engineer Western Regional Office A 21041 Towne Centre Drive, Suite 200 A Foothill Ranch, California 92610 • Phone 949.616.1600 A Fox 949.616.1616 n. a r. U.S.A. i=eG-06-=O1 ^^ �7 �:.z._ s 'Jp;i'�� I�a_tt' -I lar- i P- _ �wRoof Joist Type A TJ•Sizing^' v5.55 SSeenal Number: W9240003 12.0"(end)120.0"(end) TJI®/L45P TAPERED JOIST 16.0" O/C MASTsiZN S1001 2W1 5:21.12 PM Page 1 of 1 Build Code: 145 ' THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN.CONTROLS' FOR THE APPLICATION AND LOADS LISTED %j Top Chord Slope: .242112 Overall Dimension = 33' MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 645 604 1538 Passed(39%) Lt end Span 2 under Roof loading Reaction(lb) 1120 1120 2381 Pesi;ed(47%) Bearing 2 under Roof loading Moment(ft-Ib) 1889 1889 7258 Passed(26%) Rt. end Span 1 under Roof loading Live Deli. (in) 0.123 1.040 Passed(U999+) MID Span 2 under Roof ALTERNATE span loading Total Defl.(in) 0.237 1.386 Passed(U999+) . MID Span 2.under Roof ALTERNATE span loading Allowable moment was increased for repetitive member usage. - Deflection Criteria: STANDARD(LL:'U240, TL:U180): Bracing(Lu): All compression edges (top and bottom) must be braced at 4'T' o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. - The load conditions considered in this design Include Alternate member loading. ADDITIONAL NOTES: - IMPORTANT!, The analysis presented is output from software developed by Trus Joist (TJ). Allowable product values shown are in accordance with current TJ materials and code accepted design values. The specific product application, input design loads and stated dimensions have been provided by others ( ) have not been checked for conformance with the design drawings of the building, and have not been reviewed by TJ Engineering. 'THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Code NER analyzing the TJ Commercial product listed above. Approximate methods of analysis have been used to determine niember shears, moments and deflections for this tapered member. PROJECT INFORMATION Blair Residence OPERATOR INFORMATION: Trus Joist Lima, Enrique 27042 Towne Centre Drive, Suite 200 Foothill Ranch, CA 91742 949-616-1600 949-616-1616 Copyright ® 2000 by Trus Joist. a Weyerhaeuser Business. TJI® is a registered trademark of Trus Joist . - C:1My Doarments0001 Calcs1M 8 M Enterprises A1.sZe TJ -Sizing- is a trademark of Trus Joist . FEB 06 2001 17 36 1 PAGE.05 II Product Diagram Is Conceptual. LOADS: Analysis for Joist Member Supporting ROOF Application. Loads(psf): 20 Live at 125% duration; 20 Dead SUPPORTS: INPUT BEARING REACTIONS(lbs.) WIDTH LENGTH LIVEIDEAD/TOT. PLY DEPTH . DETAIL OTHER 1 2x4 Plate 3.50" 3.5" 113/83/195 1 12.0" Detail 11 TJI® Blocking Panel 2 2x4 Plate 3.50" 3.5" 5601560 11120 1 NIA Detai! 11 TJI® Blocking Panel 3 20 Plate 3.50" 3.5" 243 1237 1480 1 20.0" Detail 11 TJI® Blocking Panel DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 645 604 1538 Passed(39%) Lt end Span 2 under Roof loading Reaction(lb) 1120 1120 2381 Pesi;ed(47%) Bearing 2 under Roof loading Moment(ft-Ib) 1889 1889 7258 Passed(26%) Rt. end Span 1 under Roof loading Live Deli. (in) 0.123 1.040 Passed(U999+) MID Span 2 under Roof ALTERNATE span loading Total Defl.(in) 0.237 1.386 Passed(U999+) . MID Span 2.under Roof ALTERNATE span loading Allowable moment was increased for repetitive member usage. - Deflection Criteria: STANDARD(LL:'U240, TL:U180): Bracing(Lu): All compression edges (top and bottom) must be braced at 4'T' o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. - The load conditions considered in this design Include Alternate member loading. ADDITIONAL NOTES: - IMPORTANT!, The analysis presented is output from software developed by Trus Joist (TJ). Allowable product values shown are in accordance with current TJ materials and code accepted design values. The specific product application, input design loads and stated dimensions have been provided by others ( ) have not been checked for conformance with the design drawings of the building, and have not been reviewed by TJ Engineering. 'THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Code NER analyzing the TJ Commercial product listed above. Approximate methods of analysis have been used to determine niember shears, moments and deflections for this tapered member. PROJECT INFORMATION Blair Residence OPERATOR INFORMATION: Trus Joist Lima, Enrique 27042 Towne Centre Drive, Suite 200 Foothill Ranch, CA 91742 949-616-1600 949-616-1616 Copyright ® 2000 by Trus Joist. a Weyerhaeuser Business. TJI® is a registered trademark of Trus Joist . - C:1My Doarments0001 Calcs1M 8 M Enterprises A1.sZe TJ -Sizing- is a trademark of Trus Joist . FEB 06 2001 17 36 1 PAGE.05 i Cao= Roof Joist Type Al ri-Sizing- r5.55 Serial Number: 609240003 12..0"(end)/19:5"(end)TJI®/L45P TAPERED JOIST (g 16.0" O/C . MASTsizN S1001 21=1 5:22:17 PM Pape 1 of 1 Build Code: 145 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE -APPLICATION AND LOADS LISTED ,/Top Chord Slope:.264/12 Product Diagram Is Conceptual. LOADS: 1255 Passed(61 %) 776 1255 Analysis for Joist Member Supporting ROOF Application. Loads(psf):.20 Live at 125% duration; 20 Dead SUPPORTS: INPUT BEARING REACTIONS(lbs.) Passed(U433) 1.612 WIDTH LENGTH. LIVE%DEAD1TOT. PLY DEPTH DETAIL OTHER 1 2x4 Plate 3.50" 3.5" 393 / 393 / 787 1 12.0" Detail li TJI® Blocking Panel 2 2x4 Plate 3.50" 3.5" 393 / 393 / 787 1 19.5' Detail 11 TJI® Blocking Panel DESIGN CONTROLS: MAXIMUM Shear(lb) 776 Reaction(lb) 776 Moment(ft4b). 5639 Live Defl.(in) Total Defl.(in) DESIGN' CONTROL CONTROL 771 1255 Passed(61 %) 776 1255 Passed(62%) 5560 7485 Passed(74%) 0.806 1.454 Passed(U433) 1.612 1.839 Passed(L1216) LOCATION - Lt end Span 1 under Roof loading Bearing 1 under Roof loading MID Span 1 under Roof loading MID Span 1 under Roof loading MID Span 1 under Roof loading - Allowable moment was' increased for repetitive member usage. - Deflection Criteria: STANDARD(LL: L/240, TL:U180). - Bracing(Lu): All compression edges (top and bottom) must be braced at 79" olc unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis preserrted is output from software developed by Trus Joist (TJ). Allowable product values shown are in accordance with current TJ materials and code accepted design values. The specific product application, input design loads and stated dimensions have been provided by others ( ), Have not been checked for conformance with the design drawings of the building, and have not been reviewed by TJ Engineering. - THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was used for Code NER analyzing the TJ Commercial product listed above. PROJECT INFORMATION OPERATOR INFORMATION: Blair Residence Trus Joist Lima, Enrique 27042 Towne Centre Drive, Suite 200 Foothill Ranch, CA 91742 949-616-1600 949-616-1616 Copyright m 2000 by Trus Joist, a Weyerhaeuser Business. TJ -Sizing"' is a trademark of Trus Joist. TJ IV is a registered trademark of True Joist. C11/ry Documents12001 Caics%Blair Residence A.sze FEB 06 2001 17 35 .1 PAGE.04