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04-7278 (SATT)T-Vf 4.4 a" P.O. Box 1504 78-495 CALLS TAMPICO LA "QUINTA, CALIFORNIA 92253 BUILDING PERMIT Application Number . . Property Address . . . APN: Tenant nbr, name . . . Application description Property Zoning . . . . Application valuation . Owner ------------------------ BUILDING & SAFETY DEPARTMENT (760).777-7012 FAX (760) 777-7011 INSPECTION REQUESTS (760) 777-7153 . . .04 0-0-_0_072_78 - Date 11/17/04 . . . ��48681 CLASSIC DR 658-130-011-5 -31379 - UNIT #63 . . . DWELLING —SINGLE FAMILY ATTACHED . . . LOW DENSITY RESIDENTIAL 107040 Contractor CENTEX HOMES CENTEX HOMES 2275 CORPORATE CIR #230 901 N. .GREEN VALLEY PKWY, 140 HE DERS01\ rI NV 89074 HENERSON tJ LA QUINTA CA 92253 rf (702) 990-0800 NOV 19 2004 WCC: ZURICH AMER INS WC: 832209708 10/01/05 DITYC'770AQUIIINT4% CSLB: 825943 10/31/05 D:_PT. CCC: A -B -------------------------- Structure Information ------------------------- Construction Type . . . . . TYPE V - NON RATED Occupancy Type . . . . . . DWELLG/LODGING/CONG <=10 Flood Zone . . .. . . . . . NON -AO FLOOD ZONE Other struct info . . . . . CODE EDITION 2001 # BEDROOMS 3.00 FLOOD ZONE NO GARAGE SQ.FTG 26.00 PATIO SQ FTG 404.00 TOT ELIGIBLE YES NUMBER OF UNITS 1.00 SECOND FLOOR SQ FTG 1705.00 ------------------------------------7--------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc Permit Fee . . . . 667.50 Plan Check Fee 108.47 Issue Date . . . . Valuation . . . . 107040 Qty Unit Charge Per Extension BASE FEE 639.50 8.00 3.5000 THOU BLDG 100,001-500,000 28.00 ---------------------------------------------------------------------------- Permit . . . MECHANICAL Additional desc Permit Fee . . . . 95.00 Plan Check Fee 5.9.4 Issue Date . . . . Valuation . . . . 0 Qty Unit Charge Per Extension BASE FEE 15.00 n. P.O. Box 1504 • VOICE (760) 777-7012 78-495 CALLS TAMPICO FAX (760) 777-7011 LA QUINTA, CALIFORNIA 92253 INSPECTIONS (760) 777-7153 BUILDING & SAFETY DEPARTMENT Application Number: 64- -7o278 Date: q • a� Applicant:J--_Achitect Applicant's Mailing Address: Architect No.: or Engineer: W 14 A or Engineer's Address: C i 29 220 BUILDING PERMIT DECLARATIONS LICENSED CONTRACTOR'S DECLARATION 1 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 Class Q nn tense No. /Date I— / _ cor 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 pemut 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 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 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 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.perforrmance of the work for which this permit is issued. y wor vers' compensation • ance — I certify that, int a 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 agre I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisitilps. 'Date (— /pplicant 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 TT� 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 inform tion is 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 to ente n the above-mentioned property for inspection purposes. //,/Date —I)4 Sim gnature (Applicant or Agent) Page 2 Application Number . . . . . 04-0000727.8 Date 11/17/04 Qty :Unit Charge Per Extension 3.00 9.0000 EA MECH FURNACE <=100K 27.00 3.00 9.0000 EA MECH B/C <=3HP/100K.BTU 27.00 3.00 6.5000 EA MECH VENT FAN 19.50 1.00 6.5000 EA MECH EXHAUST HOOD 6.50. ---------------------------------------------------------------------------- Permit . . . . . . ELEC-NEW RESIDENTIAL Additional desc Permit Fee 83.28 Plan Check Fee 5.21 Issue,Date . . . . Valuation 0 Qty Unit Charge Per Extension BASE FEE 15.00 1705.00 .0350 ELEC NEW RES -.1 OR 2 FAMILY 59.68 430.00 .0200 ELEC GARAGE OR NON-RESIDENTIAL 8.60 ---------------------------------------------------------------------------- Permit . . . . . . PLUMBING Additional desc . . Permit Fee . . . . 165.75 Plan Check Fee 10.36 Issue Date . . . . Valuation . . . . 0 Qty Unit Charge Per Extension BASE FEE 15.00 15.00 6.0000 EA PLB FIXTURE 90.00 1.00 15.0000 EA PLB BUILDING SEWER 15.00 3.00 7.5000 EA PLB WATER HEATER/VENT 22.50 1.00 3.0000 EA PLB WATER INST/ALT/REP 3.00 7.00 .7500 EA PLB GAS PIPE >=5 5.25 1.00 15.0000 EA PLB GAS METER 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 ---------------------------------------------------------------------------- Special Notes and Comments PLAN 2H - SECOND FLOOR - 1705 SQ.FT. LIVING. 3 LOCKOFF UNITS. R-3 OCCUPANCY TANSIENT OCCUPANCY) TYPE V -N W/AREA SEPARATION WALLS. 2001 CODES. (UNITS 61-64 COMPRISE BLDG. B-5 (2 STORY, 4 UNIT - 10 LOCKOFFS, 4 - 1 CAR GARAGES],,,., „f: Fee summary Charged Permit Fee Total 1026.53 Plan Check Total 129.98 Other Fee Total 2055.09 Grand Total 3211.60 Paid Credited Due ---------- ---------- ---------- .00 .00 1026.53 .00 .00 129.98 .00 .00 2055.09 .00 .00 3211.60 0 Page 3 Application Number . . . . . 04-00007278 Date 11/17/04 ---------------------------------------------------------------------------- Special Notes and Comments 75% REDUCTION IN PLAN CHECK FEES DUE TO MULTIPLE ISSUANCE OF IDENTICAL PLAN TYPE. ---------------------------------------------------------------------------- Other Fees . . . . . . DIF COMMUNITY CENTERS -RES 68.00 DIF CIVIC CENTER - RES 229.00 ENERGY REVIEW FEE 43.39 DIF FIRE PROTECTION -RES 78.00 DIF LIBRARIES - RES 158.00 DIF PARK MAINT FAC - RES 3.00 DIF PARKS/REC - RES 352.00 STRONG MOTION (SM.I) - RES 10.70 DIF•STREET MAINT FAC -RES 15.00 DIF TRANSPORTATION - RES 1098.00 Fee summary Charged Permit Fee Total 1026.53 Plan Check Total 129.98 Other Fee Total 2055.09 Grand Total 3211.60 Paid Credited Due ---------- ---------- ---------- .00 .00 1026.53 .00 .00 129.98 .00 .00 2055.09 .00 .00 3211.60 0 ,, Certificate of Occupancy0 o C OF 9► Y p Building & 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: 48-681 CLASSIC DRIVE (UNIT #63) Use classification: SINGLE FAMILY ATTACHED (With Lock -offs) Building Permit No.: 04-7278 Occupancy Group: R-1 Type of Construction: V -N Land Use Zone: CT Owner of Building: CENTEX HOMES Address: 1123 AURARIA PARKWAY #400 City, ST, ZIP: DENVER, CO. 80204 By: KIRK KIRKLAND ^ate Date: 01-30-2006 Building Official POST IN A CONSPICUOUS PLACE Bin #; t City of La Quinta Building &r Safety Division P.O. Box 1504, 78-495 Calle Tampico 3'� (,a Qulnta, CA 92253 - (760) 777-7012 Building Permit Application and Tracking Sheet Permit # Project Address: —4� 5 0� wner's Name: A. P. Number: L�8- J` $ I G JJ Ie . Address: 4;g, Legal Description: k4 it , 3.3 ' City, ST, Zip: � ° ?;<,: `~'•`•'" Address: F dk4 J Project Description: - City, ST, Zip: W U— Wl PZ CA I Z:5 1 S ;,41-2 AA2,b Telephone: S� g 14 :.,:; •;:.;:::::»:.;::;;.;:i«>:?:: ;;:•>:•:;:::.;... � State Lie. # : fgi 4 City Lie. #: Arch., Engr., Designer: d?L(d Om?'r zr� h1.6 � 1.. Z s W4 as Z41416 (0 3 PG .2l4 / 705 0 . u Address: Z 7 s y8 -b1 L ..ZQN a �lR coax ad's D• 5 u b City, ST, Zip:C Telephone: 1(� � �J� < (�O '>».:>....?:'.�.::::::::::,.:,,:;,:::::..>::.:.:::.:�:•> Construction Tye: ��!li Occupancy: State Lie. ;•. ,,,,,.,:t <;.:: ,,.:::::::r:..:,:.;;;:;;;:.: Project type (circle one): New Add'n Alte e`ai euro Name of Contact Person: L S Sq. Ft.: #Stories: # Units: Telephone # of Contact Person: 1,, 037,9745-1Estimated Value of Project: >D APPLICANT: DO NOT WRITE BELOW THIS LINE # Submittal Req'd Rec'd TRACKING PERMIT FEES Plan Sets Plan Check submitted Item Amount Structural Calcs. Reviewed, ready for corrections Plan Check Deposit Truss Cates. Called Contact Person Plan Check Balance Title 24 Calcs. Plans picked up Construction Flood plain plan Plans resubmitted Mechanical Grading plan 2°" Review, ready for corrections/issue Electrical Subcontactor 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 corrections/issue �� Developer Impact Fee Planning Approval Called Contact Person A.I.P.P. Pub. Wks. Appr Date of permit issue School Fees 3 -M, Total Permit Fees 9/ � ip a4M/s -K-v E 4// 3 /Tr►'� WA01 i LEGACY VILLAS SM AT LA QUINTA HOMEOWNERS ASSOCIATION April 6, 2011 City of La Quinta Building & Safety Department: Legacy Villas at La Quinta Homeowners Association is authorizing work to be performed by T.D. Nicholas on Building B5 consisting of the following addresses: 48-669,487673, 48-677 and 48-681 Classic Drive. Only two addresses out of the four will be worked &N -49-L-681.& 48-67TClassic_DriV.e:— __ Please feel welcome to contact me if you have any questions about this letter. Legacy Villas at La Quinta HOA Zone A&%"a Loni Peterson Community Association Manager cc Board of Directors Peters & Freedman 48-800 L.eRacy Drive, La Ouinta, CA 92253 760-610-7695 FAX 760-771-6591 _ „6 Burt Hanada From: John Thompson < Sent: Wednesday, April 13,20113:54 PM To: Burt Hanada Subject: RE: PC 11-342 ' Burt, I have reviewed the report by Option One Consulting Engineers for the property at 48-681 Classic Drive and find their suggested repairs to the water damaged structure is approvable. Please note that additional repairs to the structure may be required once demo has occurred and more structure can be observed. Please inform the Inspector to observe that shear panel nailing, sill plate nailing, shear wall hold downs, etc... are replaced as per the originally approved permitted structural plans. If you have any questions please feel free to call. Sincerely, John W. Thompson, PE Young Engineering Services 71-780 San Jacinto Drive, Suite E2 Rancho -Mirage, CA 92270 T: 760.834.8860 F: 760.834.8861 e. mail: Ithompsonavaluengftom From: Burt Hanada [mailto:bhanada@la-quinta.org] Sent: Thursday, April 07, 2011 12:01 PM To: John Thompson Subject: PC 11-342 John, I am attaching an application I got for a structural repair (due to water damage) to 2 units (one unit directly above the other at the Legacy Villas complex. I included the approved structural plans for the units in question. Please let me know if you need more information. Thanks, Burt T Hanada City of La Quinta - Building & Safety Dept Sr. Plans Examiner 78-495 Calle Tampico La Quinta, CA 92253 Ph: 760-777-7023 (T) 760-777-7011 (F) bhanada@la-quin'te.org pti on one C O A' S G 1..T/NG E NG,{,v F. F. RS tr Crf,= iRCr= 0. PAGE 1 OF 10 I SPECIFIC SITE REVIEW MEMORANDUM #1 1 PROJECT "Legacy Villas '. OPT. t J.N. :. 0211-1597 LOCATION La Quinta, California CLIENT J.N. WHA CONTACT Jason 5treeter, Pulte Homes EMAIL Jaeon:5treeter@delwebb.com SUBJECT : 48-681 Cla55ic Drive, La Quinta, CA DATE February 17; 2011 PRINCIPAL Gary A. McClanahan, P.E. EMAIL garym@option-1.com PROJECT LOCATION and DESCRIPTION The property address is 48-681 Classic Drive, La Quinta, CA. The unit is a single level unit on th s d floor of a 2 -story structure. The area of concern is the Master Bath #1 shower. Water has leake fkwm the wer pan into the framing below. The unit was constructed approximately 5 years ago. DESCRIPTION OF INVESTIGATION J O Option One Consulting Engineers was contracted by Pulte Homes to observe the condition Jae g�m- 0_ members which had been subjected to sustained water contact. Option One's representat, b4� e� pit o February 17, 2011. The following individuals were present during the observation: CT 0 2J » Gary McClanahan', P,E. of:Option One Consulting Engineers o� 4pq coN1 » Jason 5treeter, Customer Service Manager,Pulte Homes. �� Off. O; » Terry Nicholas, T.D. Nicholag, Inc. U \ N The purpose of this observation was to determine if the framing members which w, re ex�sed to`4h ater are adequate to support the applied vertical and horizontal loads on the structure and,to provide a r%trofit for e YA members which it is determined must be removed and replaced. OBSERVATIONS and FINDINGS O� The plywood floor sheathing under the shower had been removed prior to the observation. The extent of the removal was to the two exterior walls, the interior wall between the tub and shower, and along the interior side of the shower. The interior wall covering of the shower had been removed. The stud framing in the shower was exposed. Extensive water damage to the exterior wall sill plates and the plywood floor sheathing (which remained under the sill plates) was observed. The bearing ends of the I -Joist also showed water damage. The rim joists at the two exterior walls could not be seen clearly, but when the sill plates and remaining plywood floor sheathing are removed, the adequacy of the rim joist shall be determined. SUMMARY and RECOMMENDATIONS The portion of the framing members which show deterioration due to the exposure to moisture shall be removed and replaced with like material per the material specifications for the project. Refer to the attached partial framing/floor plans for the areas where the material shall be replaced. 1 Replace plywood floor. Sheathing. Material and nailing to match existing. Use 4x4 blocks per detail "A". 2 Replace gill plates for the second floor walls at the exterior walls of the Shower, 3 Once removal of the exterior material is complete (approx 18" above and below the rim joist) verify if the rim joist hag guStained water damage. Replace if neceegary. 4 Remove and replace the lower 6" of each Stud at the exterior walls. Replace gtudg per attached detail "B". 5 Remove 12" of the exterior Shear material and replace. Match the existing Shear material and nailing. Uge 4x blocking at the panel edgeg and edge nail the plywood at all panel edging. 6 Cut the endo of thej-joigtS at the inside face of the exterior wall, Install a flush 1-3/4" LVL at the face of the exterior wall. Install 5tiffenero at each Side of the i -joist and use hangerg to attached to the 1-3/4" LVL. Refer to attached detail "C". 1597MemolAs Option One Tel 714.556.1916 Consulting Engineers 2755 Bristol Street, Suite 100, Costa Mesa, Co. 92626 Fax 714.556.1952 option one con•.ruc;�a•c r•rvcfa•eFns 2 OF Io NOTES and LIMITATIONS Our limited investigation is not intended to be a complete review of the original structural design or an inspection of other possible conditions that were not readily apparent during this office's observation of the as -built condition. It is beyond the scope of this limited review to determine the adequacy of the original structural design. Our service has been performed within the prescribed limits in a manner consistent with that level of skill and care ordinarily exercised by other professional consultants under similar circumstances. The information presented in this letter is considered valid as of this date. As new and/or amended information becomes available, we reserve the right to revise and resubmit as necessary. This letter only provides an additional technical support service for Client to further evaluate any remedial actions necessary for review with ER. This letter represents our opinion in solving the as -built field condition and/or achieve the Client's request. If you should have any questions and need additional clarification on items listed above, please do not hesitate to contact our office at (714) 556-1916 or send your comments and suggestions to us via facsimile at (714) 556-1952. It Submitted by: OPTION ONE CONSULTING ENGINEERS QROFESS/ONq �o ` This document must bear an original "WET' signature and seal for all submittal purposes. c C �ti,Q 4 tcy L Q m �' .. 0 553 Z A Gary . Mc anahan, P.E. Exp. 3 31=2012 Principal 9 CIV. 1 TF OF CAS\FOS February 17, 2011 STAMP & WET 51GNATURE OF ENGINEER -OF -RECORD CITY 6� ISA ..IQUINTA BUILDING & SAFETY DEPT. APpFj®VE® FOR CONSTRUCTION DATE 1597W.olAs Option One Tel 714.556.1916 Consulting Engineers 2755 Bristol Street, Suite 100, Costa Mesa, Ca. 92626 Fax 714.556.1952 CIT`( OF LA QUINTA BUILDING & SAFETY DEPT. ,I APPROVED FOR CONSTRUCTION BY DATE Option One Tel 714.556.1916 Consulting Engineers 2755 Bristol St„ Suite 100, Costa Mesa. Ca 92626 Fax 714.556.1952 r 1 -� ption 6� �® CONSGone TENG EE RS CIT`( OF LA QUINTA BUILDING & SAFETY DEPT. ,I APPROVED FOR CONSTRUCTION BY DATE Option One Tel 714.556.1916 Consulting Engineers 2755 Bristol St„ Suite 100, Costa Mesa. Ca 92626 Fax 714.556.1952 Z96 L'999*P 1-1 X0J 9Z9Z6 DD '10SON DISOC 'IDOL e -I-); -IS 101ST -9 9 Z sjaeui6u3 6uillnsuo:) 9 L61'999 T I L 191 ouo uoildo I4vj c71 lel\A 101 aue uoido r. T, ; y f j{ ' p+, }.. fr 1 i i O n t FJ tib one C O N S U I. T I N G E N G IN E E R S y _ a .......... �`�, 'L..� �._._........._..._...__....:. �- tea .r J n / r f �wtrr r w L r j t fw T . v'= �'.L`Rd`p}} 5 j .. . .«................_.._ q . 011 kr rep. Fly,' r el {SHOWER AREA ,.....�,:,:::, 't I � . s.� : ,.� d ._ _.Q�;_ i E:t+p �_.. .__.. - - - - -' a ........._.......... ....... �. 4 —..._.1 _ TY OF LA QUIN BUILDING & SAFETY E DEPAPPROVED R.Q i T „ ON CENTER FOR CONSTRUCTION SLS TI N G HLA DA rE BY Option One Tel 714.556.1916 Consulting Engineers 2755 Bristol St., Suite 100, Costa Mesa. Ca 92626 Fax 714.556.1952 Option Consul- ®ption Io one C 0 N S U L T I N G r N G I N F E R S Z4. T i ......... ... .......... ... AN ON 0 .3t Ap. a *r V EE ..... ..... r La. X11. I .4 I. t..A (DA !� 41 3 A_ Uj V ... ....... is Q WD L7 CP qcj W.4", —P 'ITY` F LA IN SUITE 1 BUILDING & SAFETY DEPT. APPROVED SHOWER STALL AREA FOR CONSTRUCTION �1 e7T I I N ( ptffi — �L00 0, One DATE ___---- by, 'ing Engineers 2755 Bristol St., Suite 100, Costa Mesa. Ca 92626 Tel 714.556.1916 Fax 714.556.1952 ptions one C O N S U L T I N G E N G 1 N 6 E H S EDGE NAILS (STAGGERED) --� PLYWOOD SHT'G. TRUSS, RAFTER, SOLID JOIST OR I -JOIST PARALLEL DIRECTION (IN-LINE) (BLOCKED OR UNBLOCKED CONDITION) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - PLYWOOD JOINT EDGE NAILS PLYWOOD I MIN. 2x4 CONTINUOUS SHT'G. W/16d NAILS AT 6" O.C. TO JOIST PARALLEL DIRECTION (OFFSET) TRUSS, RAFTER, SOLID re (BLOCKED OR UNBLOCKED CONDITION) i JOIST OR I -JOIST BEYOND --------------------- AT LAP SPLICE— — — — — EDGE NAILS AL\,l , Pa PLYWOOD --------- — SHT'G. TRUSS, RAFTER, SOLID JOIST OR I -JOIST PLYWOOD JOINT MI 2X4 N EDGE BLK'G. MIN. 3X4 FLAT BLOCKING PERPENDICULAR DIRECTION W/(2) -16d TOENAILING (BLOCKED CONDITION ONLY) AT EACH END A BLOCKING AT PLYWOOD EDGES y5224_I8C: 06/1000 OF LA QUiNTA BUILDING & APPROVED 'P�® TION ; FOR CONSTRUC DATE �r 1 of Ib Option One Tel 714.556.1916 Consulting Engineers _ 2755 Bristol St., Suite 100, Costa Mesa. Ca 92626 Fax 714.556.1952 CUT EXISTING STUDS 12" ABV. SILL PLATE. INSTALL NEW STUD ADJ. TO CUT STUD. NAIL WITH 16d AT 8"O.C. EA/SIDE. *4X6 BLOCKING. EDGE NAIL EXISTING SHEAR MATERIAL & NEW SHEAR MATERIAL INTO BLOCKING. O O O O O NEW SHEAR MATERIAL, E.N. AT BLK'G, SILL PLT. & RIM 0lo0 0 0 0 0 0 0 0 0 0 0 -f—, O O O O O O OO O O O O O I -JOIST II BEYOND v NVQ B DET00 AIL' 10 r IL �kvrpo� FOR gel Option One Tel 714.556.1916 Consulting Engineers 2755 Bristol St., Suite 100, Costa Mesa. Ca 92626 Fax 714.556.1952 g61- Y ne C O N S U L T I N G E N G I N E E R S CUT EXISTING STUDS 12" ABV. SILL PLATE. INSTALL NEW STUD ADJ. TO CUT STUD. NAIL WITH 16d AT 8"O.C. EA/SIDE. *4X6 BLOCKING. EDGE NAIL EXISTING SHEAR MATERIAL & NEW SHEAR MATERIAL INTO BLOCKING. O O O O O NEW SHEAR MATERIAL, E.N. AT BLK'G, SILL PLT. & RIM 0lo0 0 0 0 0 0 0 0 0 0 0 -f—, O O O O O O OO O O O O O I -JOIST II BEYOND v NVQ B DET00 AIL' 10 r IL �kvrpo� FOR gel Option One Tel 714.556.1916 Consulting Engineers 2755 Bristol St., Suite 100, Costa Mesa. Ca 92626 Fax 714.556.1952 .. .d1-:�.�i`t�i'I+SI'*' :•.tr `�R' .. �'ss; xjipi�: �+Ic :• , '44 1 - i R or. ion ne C O N S U L T I N G E N G I N H C A EXISTING SHEAR v 06 BLOCKING. EDGE NAIL EXISTING MATERIAL SHEAR MATERIAL & NEW SHEAR MATERIAL INTO BLOCKING. E.N. E.N. NEW FLOOR SHEATHING TO NEW SHEAR MATERIAL MATCH EXISTING MATERIAL MATERIAL, MATCH AND NAILING EXISTING SHEAR MATERIAL &NAILING E.N. E.N. CUT EXISTING I-JST FLUSH WITH E.N. THE INSIDE FACE OF THE EXTERIOR WALL W/STIFFENERS AT EA. SIDE. EXISTING RIM JST. INSTALL A 1-3/4"X11-7/8" LVL (REPLACE IF AT THE INSIDE FACE OF THE WALL NECESSARY) W/SIMP. IUS HANGERS AT I-JSTS. EXISTING SHEAR SIMPSON LTP4 AT 8" O.C. MATERIAL EXISTING STUD WALL C DETAIL #50000 xx/20ox tr1._A QUINT A � � FETY DEPT. ;J+,,li DING & SA i pppROVED FOR CONSTRUCTION I „ BY GATE �-r-- Option One Tel 714.556.1916 Consulting Engineers 2755 Bristol St., Suite 100, Costa Mesa. Ca 92626 Fax 714.556.1952 A LIMITED PA RTHERSHIP Guidelines for the evaluation of weathered TJI® Joists, MICROLLAMTM LVL PARALLAM® PSL and TimberStrandTM LSL All engineered lumber products should be stored in a manner that protects them from the weather. While they are resistant to moisture that may occur during construction delays, if prolonged periods of time will pass before they can be installed, covered storage is necessary to prevent deterioration. Additionally they must not be allowed to sit in mud or standing water. GENERAL INFORMATION • Discoloration of the product in and of itself is not a problem. • Minor flaking of the face veneer or strands is not significant. • Minor checking on the fare or cross section ( 3 veneers) is not a problem. TJI® JOISTS • Any separation of the flange web joint shall be cause for rejection. • Web swelling in the flange web joint should be checked for its effect on splitting. • Slight cupping of the flange is permissible. • Any distortion, warp or twists in the alignment of the web is cause for rejection. • Flaking of the veneers in plywood webs shall be cause for rejection. MICROLLAMTm LVL, PARALLAMO PSL and TIMBERSTRANDTm LSL • Cupping in excess of 3% of the depth (0.03xd) shall be cause for rejection. • Cupping of 3% of the depth (0.03xd) or less should be evaluated for it's effect in such areas as hanger fit, finish surface; installation plumbness and ability to fit with other pieces. • Minor twisting and warping is permissible. Must be evaluated for it's effect on product fit, installation and aesthetics. • Minor checking along the length is permissible if well spaced and does not exceed 3/8 inch in depth. • Any delamination shall be cause for rejection. i �� ING & SAFEN SEP �� AP ucT10N FOR G�NSTR B,Y OAT 5-17-199 ACE