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BLCK (14-0373)
52815 Avenida Martinez 14-0373 11532 10351 9735 P.O. BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application Number: 14-00000373 Property Address: 52815 AVENIDA MARTINEZ APN: 773-331-032-4 -000000- Application description: WALL/FENCE Property Zoning: COVE RESIDENTIAL Application valuation: 800 Tit!t 4 4 Q" Applicant: Architect or Engineer: 46, BUILDING & SAFETY DEPARTMENT BUILDING PERMIT -------------------------------------------------- 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 License is in full force and effect. License Class: License No.: _ Date: Contractor: OWNER -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 y P licant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: ^fr 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 / .0improve for the purpose of sale.). 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 who builds or improves thereon, and who contracts for the projects with a contractor(sl licensed pursuant to the Contractors' State License Law.). I am exempt under Sec. . BAP.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.). Lender's Name: _ Lender's Address: LQPERMIT Owner: EDUARDO OJEDA 52815 AVENIDA LA QUINTA, CA (760)404-9390 Contractor: Owner VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 4/04/14 MARTINEZ 92253 --------------------------------------------- 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 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 - - - -------------- - - -- - - Policy Number 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. Date: 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. 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 information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authoriz representatives of this c-ounty to enter upon the above-mentioned property f inspectior>lpurposes. ! Date%( LSignature or Agentl: Application Number . . . . . 14-00000373 Permit WALL/FENCE PERMIT 2013 Additional desc . . Permit Fee . . . . 47.19 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 800 Expiration Date . . 10/01/14 Qty Unit Charge Per Extension 1.00 47.1900 LS MISC WALL, FIRST 100 LF 47.19 ---------------------- -------------------------------------------- Special Notes and Comments BLOCK WALL - 14 L.F. OF 5 FT. HIGH BLOCK WALL (WITHIN PROPERTY LINES) PER ATTACHED APPROVED PLANS AND ORCO BLOCK DETAIL. 2013 CALIFORNIA BUILDING CODES. ---------------------------------------------------------------------------- Other Fees . . . . . . . . . BLDG STDS ADMIN (SB1473) 1.00 PLAN CHECK, WALLS 60.06 Fee summary Charged Paid Credited ---------------------------------------- Due ----------------- Permit Fee Total 47.19 .00 .00 47.19 Plan Check Total .00 .00 .00 .00 Other Fee Total 61.06. .00 .00 61.06 Grand Total 108.25 .00 .00 108.25 LQPERMIT Bin City of La Quinta Building &r Safety Division P.O. Box 1504, 78-495 Calle Tampico La Quinta, CA 92253 - (760) 777-7012 Building Permit Application and Tracking Sheet Perm ir 2, rProjest-Address,_ l _ \A ` j VI (Z , Owner's Name: OI A. P. Number: l Address: — _ LA ariaw— ca Legal Description: City, ST, Zip:2- 3 Contractor: C oc: Telehn• P 0 e. 0 . 3 >« •sr•:•>r.: Address: Project Dec _&ion: City, ST, Zip: -- r Telephone: ::.<.:::.;.:.;.,.::r.;;;:• r>:.:>:::.:.;.::.::: State Lic. # : City Lie. #.. Arch., Engr., Designer: Address: City., ST, Zip: ETelephore: %^">:;•.;::::;;::;.::.::.: :.:::::::::«::> Construction Type: Occupancy: . #: Project type (circle one): New Add'n Alter Repair Demo Name of Contact Person: Sq. Ft.:#Stories: #Units: Telephone # of Contact Person: kEstimated Ualue of Project:1700 APPLICANT: DO NOT WRITE BELOW THIS LINE N Submittal Req'd Recd TRACKING PERMIT FEES Plan Sets Plan Check submitted Item Amount Structural Calcs. Reviewed, ready for corrections " Plan Check Deposit Truss Calcs. 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. Ii.O.A. Approval Plans resubmitted Grading IN I40USE:- '' Review, ready for correctionsrissue Developer Impact Fee Planning Approval Called Contact Person A.I.P.P. Pub. Wks. Appr Date of permit issue School Fees Total Permit Fees OATS.... _ . .. , -. 13 ORCO STANDARD 6' TO 8' CMU SITE WALLS O OPTIONAL FLAT GAP DESIGN CRITERIA: PER THE 2010 CBC 1. ALLOWABLE SOIL BEARING PRESSURE = 1500 PSF 2. ALLOWABLE LATERAL PASSIVE PRESSURE =150 PCF 3. GROUT STRENGTH = 2000 PSI @ 28 DAYS.. 4. REINFORCING STEEL: GRADE 60. 5.1500 PSI MASONRY COMPREMON STRENGTH - NO SPa- INSPECTION 6616, 6616, OR 6618 -a4U GROUTED ONLY @ VERT STEEL NOTES: 1. CONCRETE BLOCK SHALL CONFORM 70AS7M C 90. WEDGELOLK BLOQ4 SLUMP BLOCK AND SPLTTFACEBLOCK ARE ACCEPTABLE. 'Y' DROP-IN BAR 2. CONCRETE FOR F007INGSHALL BE 1 PART CEMENT TO 1-1/2 a PARTS SAND 70 3-1/2 PARTS GRAVEL WnNA MAIQMUM OF 1-1/2 GALLONS OF WATER PER SACX PORTLAND CEMEMSHALL CONFORM TO A57M C 150 TYPE HIV Fc = 2500 PSI #6 STD JOINT 2 REINFORCEMENT @ 14'0/C 3. REINFORCING STEEL SHALL BE DEFORMED AND CONFORM TO (3 PLACES - 4 PLACES FOR 7' ASTM A 615 GRADE 60. PROVIDE 46 BAR DIAMETER LAP. WALLS). LSE #5 57D. V F FOR SLUMP BLOC OCK 4 RESAR SHALL BE CENTERED IN THE CONCRETE BLOCK CELL IN W WHIG! IT IS LOCATED. (WiA N07F PROVIDE #4 DOWEL & y a 04 DROP-IN BAR AT EACH SIDE OFCONTROL JOINTS, 5. CONCRETE BLOCK BE LAYLD INA RUNNING BOND PATTERN WITH VER7A7C4L COA77NUITYOF THE CELLS UNO. X ENDS OF WALLS AND @ WAIL o HEIGHT OMNGES 6. ALL BLOCK CELLS CONTAINING VERTICAL REBAR SHALL BE SOLID 00 GROUTED. O 7. USE TYPE S MORTAR PROPOR77ONED USING AVN C 270 PART p 9C' DOWEL @ CENTER OF CEMENT TO 1/2 PART LIME TO 4-1/2 PARTS DAMP, LOOSE SAND. b CMU 8. GROUT FOR CONCRETE BLOCK PER ASTM C 476 TO BE 1 PART • CEMENT TO 3 PARTS SAND (GROUT MAYCONTAIN 2 PARTS 3/8' i - PEA GRAVEL IF WEATHER CONDITIONS ARE FAVORABLPAND BLOCK UNOBSTRUCTED CELL SIZE IS SUPFICIENT TO ALLOW GOOD GROUT ROW). WATER SHALL BEADDED TO PRODUCEGOOD GROUT FLOW. WITHOUT SEGREGA71ON OF THE CONSITUENTS. SE7BACKL SEE CHART 9. BLOCKSTEM MAYBE WET -SET 1-1/2' INTO THE F0077NG WHILE THE CONCRETE IS PLASTIC. BLOCK STEM MAYBE PLACED TO ETMER EDGE OF THE TRENCH TYPE FW77NG. 10. F0077NG MUST BE POURED ON OR INTO UNDISTURBED 2 NATURAL SOIL OR ON COMPACTED FILL WITH MINIMUM MAX. C OMPACT7OlN OF 90%. j 11. FIRST INSPECTION TO BEAFIER F0077NG 7RENCNESARE READYFOR CONCRE7EAND ALL REQUIRED STEEL IS TIED IN PLACE, Q g SECOND INSPECTION TO BE WHEN THE REQUIRED VERTICAL IS IN U PLACE AND THE BLOCK WALL IS READY TO GROUT. W µ, #4 HORZ CONT. 12. MAXIMUM CONTROL JOINT SPACING.• 40'0/C 20'01C FOR WALLS TO BE MORTAR WASHED OR STUCCO COATED. n 5' TO DAYLIGHT MIN. FOOTING DEPTH FOR 5' TO DAYLIGHT 8" WALL @ WALL @ WALL @ 'f CONT I SLOPE 70P 1 FT. SE784IX 2 FT. SEMCK 2 701 26' 2'0' - SEE CHART FOR REQUIRED REBAR 3 TO 1 2'-0• AND FOOTING DIMENSIONS. °^ a a S . 2 5/8" MIN. CSAR CEL % FZ W 01U. ' ME CITYOF LA QUINTA I m BUILDING & SAFETY DEPT.lc D=l N C31925 J A r O'%vf E * Exp. 12-31-2014 cA o P FOR CONSTRUCTION ORCOWIDECELL 71 SLUMP O OATS.... _ . .. , -. 13 CHART FOR 6' TO 8' SITE WALL W/ TRENCH FOOTING WIND MAX. D DESIGN WALL TRENCH FOOTING 'X' DOWEL 'Y' BAR SPEED HEIGHT DEPTH 6'-0" 2'-0" #4@ 48" 0/C ID+2'-O" #4 @ 48" 0/C U 48' 0/C FOR 6' 48' 0/C FOR 6' U SLUMP BLOCK SLUMP BLOCK w 13 X w #4@ 48" 0/C #4 @ 48" 0/C 6'-8" 2'_2.. ID+2'-O" f 0 40' 0/C FOR 6' 40' 0/C FOR 6' Z w . SLUMP BLOCK SLUMP BLOCK Lu 7'-4" 2'-4" #4 @ 40" 0/C Q- U) 32' 0/1 SLUMP BLOCK 32' O/C FOR 6' SLUMP BLOCK lli co 0 #4@ 32" 0/C D+2'-0" #4 @ 32" 0/C 8'-0" 2'-6' I 24' 0/C FOR 6' 24' 0/C FOR 6' SLUMP BLOCK SLUMP BLOCK NOTE: FOR 18" LONG BLOCK USE 9" INCREMENT REBAR SPACING THAT IS CLOSER TOGETHER THAN THE 16" LONG BLOCK SPACING. FOR fMMPLE.• 48" O/C SPACING FOR 16" LONG BLOCK REVERTS TO 4S' OIC FOR 18" LONG BLOCK 40" FOR 16" BLOCK GOES TO 36" O/C FOR 18" BLOCK - ETC. FOR SIOIEYARD RETURN WALLS wF/eiE DRAINAGESWALE 0IXURB, A 112 BLOCK MAYLB7OUT @ SWALEGRADE FROVIDE 04 DOWE AND 04 DROP-IN 64R ON EAC/ SIDE OF THEW BLOCKDRAFN -AS SHOWN. I @ E40V Sam OF VrW104 DROP-IN a4R 181 MAU K -OUT •0 •p o o •o ,o o o CONr. A707LVG - -J I CITY OF LA QUINTA mn"svaae J NMMCr ..VTWAfAVMM- AtMW2Pf4NWN WNTAG'r armntam o J' L .rwez axr.0lC)RLW• mrar• WAimrwu'rApvrarm ff w S= FOOTING STEP DETAIL .a-F'ESSio N4 61 ui c 2 u m ~ C31925 Ln A k EXP. 12-31-2014 T q T C/ V F OF CA`\FO P.O. Box 1504 LA QUINTA, CALIFORNIA 92247-1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 BUILDING & SAFETY DEPARTMENT PROPERTY OWNER'S PACKAGE (760) 777-7012 FAX (760) 777-7011 Disclosures & Forms for Owner -Builders Ap:pl `ding 'for Construction Permits LWOR 'ANT! NOTLCE TO PROPERTY OWNER Dear:Property Owner: An. application :for a building permit has bow :submi in Your ame listing yourself as builder of the .peopedy vernmIs ed -at .r rmlm°. specifi li "_A9,r -\x`27 (,1 ire n . q 'Z U 3 We are providing you with an Owner -Builder Acknowledgment and Information'Verifieation Form to make you aware of your responsibilities -and possible risk you may incur by having this -permit issue&itt j our natme as the Owner -Builder. We will .not.issue-a building.per•mit until you have read, initialed your anderstanding of each provision, signed, and returned this form to us at our official address indicated. An agent of the -owner cannot`execute-this -notice unless you, the property owner, obtain the prior approval of the permitting authority. Read and initial each statement below to signify you iiriderstattul or verify this b0riadlon. U1. I understand a frequent practice of unlicensed persons is to have the property owner obtain an "Owner -Builder" building permit that erroneously implies that the property owner is providing his or her own labor'and material personally. I, as an Owner -Builder, may be held liable and subject to serious financial risk for any injuries sustained by an unlicensed person and his or her employees while working on my property. My homeowner's insurance may not.provide coverage for those miuries. I am willfully acting as an Owner -Builder and am aware of the limits of my insurance -coverage for injuries to workers 'on my, property &V 2. I understand building permits are not required to be signed by property owners unless they are responsible for the construction and are not hiring a.Licensed Contractor to assume this responsibility.. 3. I understand as an "Owner -Builder" I am the responsible party of record on the permit. I understand that I may protect myself from potential financial risk by hiring a licensed Contractor and having the permit filed in his or her name instead of my own. 4. I understand Contractors are required by law to be licensed and bonded in California and to list their license numbers on permits and contracts. 5. I understand if I employ or otherwise engage any persons, other than California licensed Contractors, and the total value of my construction is at least five hundred dollars ($500), including labor and materials, I may be considered an "employer" under state and federal law. M6. I understand if I am considered an "employer" under state and federal law, I must register with the state and federal government, withhold payroll taxes, provide workers' compensation disability insurance, and contribute to unemployment compensation for each "employee." I also understand my failure to abide by these laws may subject me to serious financial risk V 7. I understand under California Contractors' StateLicense Law, an Owner -Builder who builds single-family residential structures cannot legally build them with the intent to offer them for sale, unless all work is performed by licensed subcontractors and the number of structures does not exceed four within any calendar year, or all of the work is performed under contract with a licensed general building Contractor. L08. I understand as an Owner -Builder if I sell the property for which this permit is issued, I may be held liable, for any financial or personal. 4—uries sustained. by any subsequent owner(s) that result from any latent construction defects in the workmanship or materials. 9. 1 understand I may obtain more information regarding my obligations as an "employer" from the Iateaaal Revenue Service, the. United States Small Business Administration, the California Department of Benefit Payments, and the California Division of Industrial Accidents. I also understand 1 may contact the California Contractors' State License Board (CSLB) at 1- 800-321-CSLB (2752) or www.cslb.ca.gov far more information about licensed contractors. ( 10. I am aware of and consent to an Owner -Builder building permit applied for in my name, and understand that I am the p legally ane) financially r esponstb e . for proposed , onstzuc ,tion activity, at the following address: `)_Qi a,ti),; e-v_4el / - r--F ` M - --I,. ' ./ I. lfrJ.- ./'n G`)17 -(-Z 11. I agree that, as .the party legally and financially responsible for this proposed construction activity, .1 will abide by all applicable laws and requirements that govern O*fia-Builders as well as employers. EA12. I agree to notify the issuer of thus form immediately of any additions; deletions, or changes to any of the informaEtioit I have provided on this forret Licensed contractors are regulated by laws designed to protect the public. If you contract with someone who -do es. not have a license;. @re Contractors' State License.Board rnay.be gable to you may sustain as a result of a complaint. Your only remedy against unlicensed Contractors may be iwcivil court_ It is also important for you to:understand that:if anunlicetued Contractor.or employee of that individual or -firm is infured while working on your property; you may be held_ liabie.for damages. If you obtain a permicas Owner -Builder and wishle biro Contractors, YOU will be .rspoasrble for. verifying whedw or not those Contractors are properly licensed and .the . status of their : workers' compensation insurance coverage. Before a building permit can be issued, this form must be completed and signed by the property owner and returned to the agency responsible for issahg: ffie:pert..11Fole. A ;copy. of the property owner's driver's lroeersei farm rtotgo0tgry or other veriftcatioa acceptable to: the agexcy is required to be presented whcii the_ permit is issued to ratify the prop" owner's signature. Signature of property owner Q Date: Note: The following Authorization Form is required to be completed by the property owner only when designating an agent of the property owner to apply for a construction permit for the Owner -Builder. AUTHORIZATION OF AGENT TO ACT ON PROPERTY.OWNER'S BEHALF Excluding the Notice to Property Owner, the execution of which I understand. is my personal responsibility, I hereby authorize -the following persons) to act as my agents) to apply for, sign, and file the documents necessary to obtain au Owner -Builder Permit for my project. Scope of Construction Project (or Description of Work): Project Location or Address: Name of Authorized Agent: Address of Authorized Agent: Tel No I declare under penalty of perjury that I am the property owner for the address listed above and I personally filled out the above information and certify its accuracy. Note:.A copy of the owner's driver's license, form notarization, or other verification acceptable to the agency is required to be presented when the permit is issued to verify the property owner's signature. Property Owner's Signature: Date: CITY OF lA QUINTA BUILDING & SAFETY DEPT. TRUCTION DATE BY FOR Il -Dm 00 9 rwD(v F ! zl y -DW apiv)an S18-Z 7.1 •414 P.O. BOX 1504 Building 78-105 CALLE ESTADO Address 52-815 Martinez LA QUINTA, CALIFORNIA 92253 Owner Mailing I Address 52.815 Martinez City lZip ITel. 2253 1564 - Contractor State Lic. City & Classif. I Lic. # Arcn., tngr., I Designer Address Tel. CityI Zip I State I Lic. # LICENSED CONTRACTOR'S DECLARATION I hereby affirm that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. _SIGNATURE ,4' DATE OWNER -BUILDER DECLARATION I hereby affirm that I am exempt from the Contractor's License Law for the following reason: (Sec. 7031.5,Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance also requires the applicant for such permit to rile a signed statement that he is licensed pursuant to the provisions or the Contractor's License Law, Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, or that. he is exempt therefrom, and the basis for the alleged exemption. Any violation or Section 7031.5 by 'any applicant for a permit subjects the applicant to a civil penalty of not more than rive hundred dollars ($500). 0 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, Buisness and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or Improves thereon and who does such work himself or through his own employees, provided that such improvements are 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 did not build or improve for the purpose or sale.) ❑ I, as owner of the property, am exclusively contracting with licensed contractors to con- struct the project. (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractors) licensed pursuant to the Contractor's License Law.) ❑ 1 amexempt under Sec. B. & P.C. for this reason Date Owner WORKERS' 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.) PolicW14O. Company dCopy is filed with the city. ❑ Certified copy is hereby furnished. CERTIFICATE OF EXEMPTION FROM WORKERS' COMPENSATION INSURANCE (This section need not be completed i1 the permit Is for one hundred dollars ($100) valuation 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. Date Owner NOTICE TO APPLICANT. If, after making this Certificate of Exemption you should become subject to the Workers' Compensation provisions or the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. CONSTRUCTION LENDING AGENCY I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued. (Sec. 3097, Civil Code.) Lender's Name Lender's Address This is a building permit when properly filled out, signed and validated, and is subject to expiration if work thereunder is suspended for 180 days. I certify that I have read this application and state that the above information 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 city to enter the above. mentioned property for inspection purposes. Signature of applicant -Date- Mailing ateMailing Address City, State, Zip No. 11532 BUILDING: TYPE CONST. OCC: GRP. A.P. Number Legal Description Project Description Rlock Wall -- 1001 of 61 Yiich. . Sq. Ft. Size No. No. Dw. Stories Units New ❑ Add ❑ Alter ❑ Repair ❑ Demolition ❑ Estimated. Valuation $2,500.00 2j500.0© PERMIT AMOUNT Plan Chk. Dep. Plan Chk. Bal. Const. 54.'.00 Mech. Electrical Plumbing S.M.I. .30 Grading Driveway Enc. t Infrastructure TOTAL 54.30 REMARKS ZONE: BY: Minimum Setback Distances: Front Setback from Center Line Rear.Setback from Rear Prop. Line Side Street Setback from Center Line Side Setback from Property Line FINAL DATE INSPECTOR Issued by: Date Permit Validated by: Validation: CONSTRUCTION ESTIMATE NO. ELECTRICAL FEES NO. PLUMBING FEES 1ST FL. SO. FT. @ $ 2ND FL. SO. FT. POR. SO. FT. @ GAR. SO. FT. @ CAR P. I SO. FT. WALL SO. FT. SO. FT. @ ESTIMATED CONSTRUCTION VALUATION $ UNITS MOBILEHOME SVC. POWER OUTLET YARD SPKLR SYSTEM BAR SINK ROOF DRAINS DRAINAGE PIPING DRINKING FOUNTAIN. URINAL WATER PIPING NOTE: Not to be used as property tax valuation FLOOR DRAIN MECHANICAL FEES HEATING (ROUGH) WATER SOFTENER VENT SYSTEM FAN EVAP.COOL HOOD SIGN WASHER(AUTO)(DISH) APPLIANCE DRYER ' DUCT WORK GARBAGE DISPOSAL FURNACE. UNIT WALL FLOOR SUSPENDED LAUNDRYTRAY AIR HANDLING UNIT CFM HEATING (FINAL) KITCHEN SINK ABSORPTION SYSTEM B.T.U. TEMP USE PERMIT SVC WATER CLOSET' COMPRESSOR HP POLE,TEM/PERM LAVATORY HEATING SYSTEM FORCED GRAVITY AMPERES SERV ENT SHOWER BOILER. B.T.U. SO. FT. @ c BATH TUB BOND BEAM 11 l d SO. FT. @ c WATER HEATER MAX. HEATER OUTPUT, B.T.U. SO. FT. RESID @ 11/4 c SEWAGE DISPOSAL LUMBER GR. SO.FT.GAR @ 3/ac HOUSE SEWER FRAMING FINAL INSP. GAS PIPING PERMIT FEE PERMIT FEE PERMIT FEE DBL TOTAL FEES MICRO FEE MECH.FEE PL.CK.FEE CONST. FEE ELECT. FEE SMI FEE PLUMB. FEE STRUCTURE / PLUMBING ELECTRICAL HEATING & AIR COND. SOLAR SETBACK la GROUND PLUMBING UNDERGROUND A.C. UNIT COLL. AREA SLAB GRADE ROUGH PLUMB. BONDING HEATING (ROUGH) STORAGE TANK FORMS b SEWER OR SEPTIC TANK ROUGH WIRING. DUCT WORK ROCK STORAGE FOUND. REINF. GAS (ROUGH) METER LOOP HEATING (FINAL) OTHER APP./EOUIP. REINF. STEEL GAS (FINAL) TEMP. POLE GROUT WATER HEATER SERVICE FINAL INSP. BOND BEAM 11 l d Jv),/y, WATER SYSTEM GRADING cu. yd. $ plus x$ _$ LUMBER GR. FINAL INSP. FRAMING FINAL INSP. ROOFING REMARKS: VENTILATION FIRE ZONE ROOFING FIREPLACE SPARK ARRESTOR GAR. FIREWALL LATHING MESH INSULATION/SOUND FINISH GRADING FINAL INSPECTION•,C �•� CERT. OCC. FENCE FINAL INSPECTOR'S SIGNATURESIINITIALS GARDEN WALL FINAL I'. • , T -, L . P.O. BOX 1504 No. 10351 Building 78.105 CALLE ESTADO Address 52-315 MARTINEZ LA QUINTA, CALIFORNIA 92253 Owner JACK SO$ELMAV • BUILDING: TYPE CONST. OCC: GRP. - Address BOX 804 1 City Zip Tel. LA QUINTA No. Dw. Uni-:s 92253 564-4977 Contractor W R ROGERS Address 67760 PIE14ETA CityZip 14 Tel.: CATHEDRAL CIPy 92234 399-1200 State Lic. Plan Chk. Dep. 'f City & Classif. 29178 Plan Chk. Bal. Lic. # 1954 Arch., Engr., Const. Designer Mech. Address Electrical _ = . I Tel. City I Zip I State Lic. #' LICENSED CONTRACTOR'S DECLARATION I hereby affirm that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3,of the Business and Professions Code, and my license is in full force and effect. r ' _SIGNATURE x '^ '•rw DATE OWNER-BUILDER^DECLARATION 1 hereby affirm that I am exempt from the Contractor's License Law for the following ,r. reason: (Sec. 7031.5,Buslness and Professions Code: Any city or county which requires a permit to construct, atter, improve, demolish, or repair any structure, prior to its issuance also - • requires the applicant for such permit to rile a signed statement that .he is licensed pursuant to the provisions o/ the Contractor's License Law, Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, or that. he 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 rive hundred dollars (8500). ❑ 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, Buisness and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon and who does such work himself or through his own employees, provided that such improvements are 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 did not build or improve for the purpose of sale.) - - ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to con- struct the project. (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property -who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractor's License Law.) O 1 am exempt under Sec. B. & P.C. for this reason Date Owner ' WORKERS' COMPENSATION DECLARATION 1 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.) Policwwy,No .Company y3Copy is filed with the city.. ❑ Certified copy is hereby furnished. CERTIFICATE OF EXEMPTION FROM WORKERS' COMPENSATION INSURANCE (this section need not be completed if the permit is for one hundred dollars ($100) valuation 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. Date Owner NOTICE TO APPLICANT, If, after making this Certificate of Exemption you should become subject to the Workers' Compensation provisions of the Labor Code, you must, forthwith comply with such provisions or this permit shall be deemed revoked. CONSTRUCTION LENDING AGENCY I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued. (Sec. 3097, Civil Code.) Lenders Name Lenders Address This is a building permit when properly filled out, signed and validated, and is subject to expiration if work thereunder is suspended for 180 days. I certify that I have read this application and state that the above information 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 city to enter the above-. mentioned property for inspection purposes. Signature of applicant Dale Mailing Address City, State, Zip P. Number Description t Description POOL AND SPA REMARKS ZONE: BY: Minimum Setback Distances: Front Setback from Center Line Rear Setback from Rear Prop. Lire Side Street Setback from Center =ine Side Setback from Property Line FINAL DATE INSPECTOR Issued by: Date Perrrit Validated bv: Validation: Sq. Ft. Size No. Stories No. Dw. Uni-:s New ❑ Add ❑ Alter ❑ Repair ❑ -Demolition ❑ re 14 Estimated Valuation $$.000 PERMIT - AMOUNT Plan Chk. Dep. 'f Plan Chk. Bal. $60.00 Const. 9 3.2 U Mech. 24 .00 Electrical _ = . 43. UU Plumbing 27.100 - S.M.I. • Zft) Grading Driveway Enc. Infrastructure TOTAL `'lSO.OU REMARKS ZONE: BY: Minimum Setback Distances: Front Setback from Center Line Rear Setback from Rear Prop. Lire Side Street Setback from Center =ine Side Setback from Property Line FINAL DATE INSPECTOR Issued by: Date Perrrit Validated bv: Validation: CONSTRUCTION ESTIMATE NO. ELECTRICAL FEES NO. PLUMBING FEES 1ST FL. SO. FT. ® $ 2ND FL SO. FT. POR. SO. FT. ® GAR. SO. FT. ® CAR P. SO. FT. WALL SO. FT. ® SO FT ® ESTIMATED CONSTRUCTION VALUATION $ UNITS MOBILEHOME SVC. POWER OUTLET YARD SPKLR SYSTEM BAR SINK ROOF DRAINS DRAINAGE PIPING DRINKING FOUNTAIN. URINAL WATER PIPING NOTE: Not to be used as property tax valuation ROUGH PLUMB. BONDING FLOOR DRAIN MECHANICAL FEES HEATING (ROUGH) WATER SOFTENER VENT SYSTEM FAN EVAP.COOL HOOD SIGN WASHER(AUTO)(DISH) APPLIANCE DRYER DUCT WORK GARBAGE DISPOSAL FURNACE UNIT WALL FLOOR SUSPENDED GAS (ROUGH) 31,1 ETER LOOP CCCC LAUNDRY TRAY AIR HANDLING UNIT CFM I I KITCHEN SINK ABSORPTION SYSTEM B.T.U. TEMP USE PERMIT SVC WATER CLOSET' COMPRESSOR HP POLE, TEM/PERM LAVATORY HEATING SYSTEM FORCED GRAVITY AMPERES SERV ENT SHOWER BOILER. B.T.U. SO. FT. ® c BATH TUB BOND BEAM SO. FT. ® c WATER HEATER MAX. HEATER OUTPUT, B.T.U. SO. FT. RESID ® 11/. c SEWAGE DISPOSAL LUMBER GR. SO.FT.GAR ® 3/ic HOUSE SEWER FINAL INSP. ROOFING/ny'' GAS PIPING PERMIT FEE PERMIT FEE PERMIT FEE DBL TOTAL FEES MICRO FEE MECH.FEE PL.CK.FEE CONST. FEE ELECT. FEE SMI FEE PLUMB. FEE STRUCTURE PLUMBING ELECTRICAL HEATING & AIR COND. SOLAR SETBACK GROUND PLUMBING-3hDERGROUND 3 /Xj� A.C. UNIT COLL. AREA SLAB GRADE ROUGH PLUMB. BONDING HEATING (ROUGH) STORAGE TANK FORMS SEWER OR SEPTIC TANK ROUGH WIRING. DUCT WORK ROCK STORAGE FOUND. REINF. GAS (ROUGH) 31,1 ETER LOOP CCCC HEATING (FINAL) OTHER APPJEOUIP. REINF. STEEL GAS (FINAL) TEMP. POLE GROUT WATER HEATER SERVICE FINAL INSP. BOND BEAM WATER SYSTEM $ GRADING cu. yd. plus x$ =$ LUMBER GR. FINAL INSP. o FRAMING FINAL INSP. ROOFING/ny'' 0` _ REMARKS: VENTILATION FIRE ZONE ROOFING FIREPLACE SPARK ARRESTOR GAR. FIREWALL LATHING MESH INSULATION/SOUND FINISH GRADING FINAL INSPECTION CERT. OCC. FENCE FINAL INSPECTOR'S SIGNATURES/INITIALS GARDEN WALL FINAL i -* 8/5 P.O. BOX 1504 Building 78-105 CALLE ESTADO Address %2=646 Avenida Martinez LA QUINTA, CALIFORNIA 92253 Owner Jack S in Sn BELA-A &I BUILDING: TYPE CONST. Mailing Address BOX 804 City Zip Tel. La Qsinta 11 92253 564--4977 Address-. - yCity Zip I Tel.: State Lic. , City & Classif. ;{ _f Lic. #' * Designer Robert Harmon Address I Tel. City Zip State P. S. 92264 Lic. # LICENSED CONTRACTOR'S DECLARATION 1 hereby affirm that I am licensed under provisions of Chapter 9 (commencing with Section DDO) of Division 3 of the Business and Professions Code, and my license is in full force and effect.:j4 GNATUR DATE r OWNER -BUILDER DECLARATION I hereby affirm that I am exempt from the Contractor's License Law for the following reason: (Sec. 7031.5,Business and Professions Code: Any city or county which requires a permit to construct, atter, Improve, demolish, or repair any structure, prior to its issuance also requires the applicant for such permit to rile a signed statement that he is licensed pursuant to the provisions or the Contractor's License Law, Chapter 9 (commencing with Section 7000) of Division 3 or the Business and Professions Code, or that. he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit ubjecI the applicant to a civil penalty of not more than rive hundred dollars ($500). I as owner of the property, or my employees with wages as their sole compensation, will the work, and the structure is not intended or offered for sale. (Sec. 7044, Buisness and iofesslons Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building orImprovement is sold within one year of completion, the owner -budder will have the burden of proving that he did not build or improve for the purpose of sale.) ❑ I, as owner of the property, am exclusively contracting with licensed contractors to con- struct the project. (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractor's License Law.) ❑ 1 am exempt under Sec. B. & P.C. for this reason Date Owner WORKERS' 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. -, o. Company r _i f` 1 / 11 J ) Copy is filed with the city. ❑ Certified copy is hereby furnished. CERTIFICATE OF EXEMPTION FROM WORKERS' COMPENSATION INSURANCE (This section need not be completed if the permit is for one hundred dollars ($100k -valuation 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. Date Owner NOTICE TO APPLICANT: If, after making this Certificate of Exemption you should become subject to the Workers' Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. CONSTRUCTION LENDING AGENCY I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued. (Sec. 3097, Civil Code.) Lender's Name Lender's Address This is a building permit when properly filled out, signed and validated, and is subject to expiration if work thereunder is suspended for 180 days. I certify that I have read this application and state that the above information 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 city to enter the above-. mentioned property for inspection purposes. Signature of applicant Date Mailing Address City, State, zip A.P. Number No. 9735 OCC. GRP. Legal Description Lot 3 and 4 Block 145 Project Description SFD Sq. Ft.3810 Size No. No. Dw. Stories Units New ❑ Add ❑ Alter ❑ Repair ❑ Demolition ❑ Permit includes block garden wall - Permit does not include retaining walls or pool Estimated Valuation 208, 637.00 PERMIT AMOUNT Plan Chk. Dep. 250. 00 Plan Chk. Bal. ii i . 8 -D Const. Mech. i 0 2.5 0 Electrical 204-85 Plumbing 220.50 S.M.I. 20.9u Grading 20.00 Driveway Enc. 20.00 Infrastructure '440 4440w"— Arts Arts in Pu 1i;it.5:►U TOTAL REMARKS !ri r 7• ZONE: BY: Minimum Setback Distances: Front Setback from Center Line Rear Setbadk`f*fom Rear Prop. L'.irie i I -Qi { t 1r)iVRM 1 1<<1r+( Side Street Setback from Center Line Side Setback from Property Line FINAL DATE INSPECTOR Issued by: Date Permit Validated by: Validation: CONSTRUCTION ESTIMATE NO. ELECTRICAL FEES NO. PLUMBING FEES 1ST FL. SO. FT. ® $ 2ND FL. S0. FT. FOR. SO. FT. ® GAR. SO. FT. ® CARP. S0. FT. WALL SO. FT. SO FT ® ESTIMATED CONSTRUCTION VALUATION $ UNITS MOBILEHOME SVC. POWER OUTLET YARD SPKLR SYSTEM BAR SINK ROOF DRAINS DRAINAGE PIPING DRINKING FOUNTAIN. URINAL WATER PIPING NOTE: Not to be used as property tax valuation FLOOR DRAIN MECHANICAL FEES HEATING (ROUGH) WATER SOFTENER VENT SYSTEM FAN EVAP.COOL HOOD SIGN WASHER(AUTO)(DISH) APPLIANCE DRYER DUCT WORK GARBAGE DISPOSAL FURNACE UNIT WALL FLOOR SUSPENDED LAUNDRY TRAY AIR HANDLING UNIT CFM HEATING (FINAL) KITCHEN SINK ABSORPTION SYSTEM B.T.U. TEMP USE PERMIT SVC WATER CLOSET COMPRESSOR HP POLE, TEM/PERM LAVATORY HEATING SYSTEM FORCED GRAVITY AMPERES SERV ENT SHOWER BOILER. B.T.U. SO. FT. ® c BATH TUB BOND BEAM q( SO. FT. ® c WATER HEATER MAX. HEATER OUTPUT, B.T.U. SO. FT. RESID ® 11/. c SEWAGE DISPOSAL SO.FT.GAR ® 3/ac HOUSE SEWER ROOFING/ J o GAS PIPING PERMIT FEE PERMIT FEE PERMIT FEE DBL TOTAL FEES MICRO FEE MECH.FEE PL.CK.FEE CONST. FEE ELECT. FEE SMI FEE PLUMB. FEE STRUCTURE PLUMBING ELECTRICAL HEATING & AIR COND. SOLAR' SETBACK �O / GROUND PLUMBING,! /% 9 DERGROUND A.C. UNIT COLL. AREA SLAB GRADE / ROUGH PLUMB. BONDING HEATING (ROUGH) STORAGE TANK FORMS SEWER OR SEPTIC TANK ROUGH WIRING. DUCT WORK ROCK STORAGE FOUND. REINF. GAS (ROUGH) ' ,/) a In !!!!! // METER LOOP HEATING (FINAL) OTHER APPJEOUIP. REINF. STEEL GAS (FINAL) TEMP. POLE GROUT WATER HEATER SERVICE FINAL INSP. BOND BEAM q( WATER SYSTEM FINAL INSP. GRADING cu. yd. $ plus x$ _$ LUMBER GR. FRAMING =FINAL ROOFING/ J o ti REMARKS: VENTILATION FIRE ZONE ROOFING FIREPLACE SPARK ARRESTOR GAR. FIREWALL LATHING MESH ' '/YY �'n/ / rth INSULATIONISOUND �( 0 FINISH GRADING FINAL INSPECTION CERT. FENCE FINAL INSPECTOR'S SIGNATURESIINITIALS GARDEN WALL FINAL DESERT SANDS UNIFIED SCHOOL DISTRICT 82-879 Highway 111 NOTICE: Indio, CA 92201 Document Cannot Be Duplicated (619) 347-8631 Date 7/12/91 No. 10727 Owner Name Type of Permit Jack Solbleman No. 52-805 street Avenida Martinez city La Quinta zip 92253 La Quinta Permit # Log # Study Area 112 APN # I Tract # I Lot # Square Footage 13610 Type of Development Single Family Residence No. of units Comments 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 5..3080 in the amount of 1.58 X 13.610 1 or $ 5,703.80 have been paid to D.S.0 S.D. 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 Jack/Irene Sobelman Name on the check Telephone (213)569.7432 By James E. Lively v siy, {lyra a .4117!,}} Assistant Superintendent, Business Services d,- - Fee collected /exempted by Sheey D. Bennett Payment Received Signature , .. G Check No. 16 t Collector: Attach a copy of county or city plan check application form to district copy,forssll},.aivers. Embossed Original- Building Dept./Applicant Copy - Applicant/Receipt Copy - Accounting tih '. .I M T. _: iiV P: ^T.`F^'r' 1vGi r • _its •i.NS lC ^! /`.. COACHELLA VALLEY WATER DISTRICT CASH RECEIPT DETAIL Received From: c_So) PLrh Anl I Address: 1 Q ,. '' COL. COL. Account No. — n(do,lot(s) Service Address — %L a. Money q" Meter(s) if k 1 t, . ervice(s)( ) ❑ Backflow(s) ❑ House Lateral(s) ❑ Detector Check(s) ❑ Meter Surcharge sanitation Capacity Charge G ) ❑ W.S.B.F.C. ❑ Temporary Construction Meter ❑ Turn on Charge ❑ Uncollected Account - Name ❑ Inspection Fee - Tract - Fee - El Plan Check Fees Water I Sewer - Tract - ❑ Bond Payment - A.D. - Bond Assmt. ❑ Customer Deposit ❑ Other Remarks ❑Copy to: Cash Check Money if k 1 Order r r3 Tract_ G.A. Code TOTAL NE, '1005-301 .. q.3a- I v $ CJ`7,S C?U = Water Service .,4t i•: Cashier CV -438 (11189) CALVIN C. KAMINSKAS Assistant Commissioner (714) 275.3000 OFFICE OF AGRICULTURAL COMMISSIONER JAMES O. WALLACE, Commissioner 83-612 Avenue 45 Suite 7 Indio, CA 92201 (619) 34278291 DAN RILEY Sealer, Weights & Measures (714) 275-3030 DATE } •- CASE NO. DEVELOPER'S NAME- ADDRESS: AME:ADDRESS: TELEPHONE: S" Dear Developer: After reviewing your landscaping plans, all plant material listed is not in violation of quarantine laws governing the Coachella Valley. If substitutions do occur and they differ from plant material listed, this office must be notified immediately. Thank you for protecting and preserving the Coachella Valley's pest -free environment. Agricultural Commissioner' fico cc: Indio and Riverside 4080 LEMON STREET, ROOM 19, RIVERSIDE, CALIFORNIA 92501 — FAX (714) 275-3012 . o 'ya .` <" ''`,f'., tUh1'...15`'w C1,,, c f L 'il'{t ` I .,f ,I7 r 't'ihPt " F U:' Tx -n "_' " • ,, . --- ,M (s': `>`—`."'.M,T; 'JUN 1 '91 e6 5g 1RADSMPRx CONST,T& f; p-02 ✓. 4e sr "' ter. —•-•, .. , t'., t'' i';;k' '1',.' • . si. u moo. ►. r e i l t + ,A 4y.. , •. • . r • w lr .l , •fir •• . e'_ r 'wi H •fi , ; j", •r %, ••r two CIVIL jj r 4 •i6 A I mop Mates ?y fhyr olan is lntpnd4d CA s trV4S 10CaC1Qn y= olACommnt plan only Ono chall not 04 cone ru9,a am a r*04 14sign framin0 *vgtem er An erectScn nchemo, Clary UOr pile or Clary onOincC•j . are not rmcpnrcfBlr inr• Prra►•s OA Ch is p1An. See w;t%iraI or, ari'nitpCt,,,r al Q rlrtr.•ltige for des,4n nt %hw hl,iit imfl SVIt"Jen. ipF7 , ,., ,moi- • 1' w M .n .k x m I, - n a Exz a A t N cu L a LL 1 tOf4 in 4D u. a v Q-9 O-s—E L' LL1 1Tf d Y N G Lnci H ru N m i Y . m -• L Y'a'Nv NN c. 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N calf cc O to > a X! o to a Lay N © w r AA to a N ui O C w wvO,nm C uu JJif- F m M a, ° 9 :rdaa .a,Q W p 0 k N E 4 N { ® p J a J O x r J O a x' m • a A' y H Y W t Ln \ D r W G n 4 Kw a w a ► Noa cc U C t0 Zs] a Frl SI UPOFO ".-Lt HE Or im - --STEED IFIQTPOP e -ms. OF rb-IFCIOO PLATES S•ULL, ME EMgIJLLEO S"MWR M1EJtL% OO• DI[DIES LAILQIL DW.&S REMMM 4—A ILLI 3r DOS Mf.S IS JfQO.2[tMX TD 94WFIEP SP11 MUSSES OF 131 00"MO SPECIES, JPD vwICUM bRI' MDC cameQT, OP St" TRAF IME A t.i. aFeMFioL LDYt ' ■PO gtrl:£6tFelflY/_ SU ]MSTI[L OfS OD Arti CMI$TIIDL 0- "F TMO1@S, 9FQPAMIDT. AMD CS OF P[SMTO JLLOQAOEE SIPESS OOLMRS, SU TAt OJS LEWD 9 TW M"D SPLEEES AAM DO F l>$CDY:Le 10 IO RO()IIQ T $a I.E. TOP own SMIDA DE LJTEOMA.Y IMMM rtmur UT 3!0' TEII M"V DPACIPI; SM" DE COME TW MCIMM"l PI'IM TDP O"Se. JD1 RJSED LY TYE LITLSt EMITEOP Df [.* as- DIOECFLV ODpff D DDIFtia OIOPD SDt ICE, " ' :yy., OE{M_I SI JFMEML W BQAYt y6 TQTgBETL{ S FO'O DT 3'-D' D.E. CMMIIII®YE !D'I RLFCU6' APM tW L2]DM FbR ICJT3014i-. 'IUES FiML ST JIImltal5 PL81[SMEO 9f 7L6. YAII®M. n T-7080 PDDPOIIIL Yt11QIEDK- ODC ]3h, yvLL f0.20QJ MSMcl DIA[.►, - 19 1MRS ASF F1E <711D BAQS 7/ CIWEMI Is1 0E 5I'6Q SWl-EY[CJ- cDFRST PPDOLiS JSSMF.l 10M. 11M. DDC► F7'LE or -gas ''}, IU FM FIOFIO! CTOM S"LL BE Ldcmr f CKNCED [ITMIQ DT TIOMS rVR PETAL RATE DIED MOO FPUSSFS Ma 71 TP25 CSSI6ML IS 61S" a OL" M"wc FDI PLATtS DIRT, 10 TBS 1FMOSS FUS eEFM OTSFG.EC FOD TME LOIArn6 SMOM, LR• OTP.1 MPTnJE.I 0P d"CIMt FBQICPS SDDCRI AT ID -6 0M LI v ST'00"1 "0 TWFS9ES. 39 CDIP MTOQ "411ES SILLS [OE FJSEO W Ac[AL F OPL'. OM TPIS DIALM11n. M2ALLD6[OMT yM S)M.t-.'[IDO'a[I M,c •vt.i . 161 1* FROSNS 8T TIME Timm OAT eE CMT ELR MODIFIED to AMT Plf n LapMKIOO RAEF SIDES OPE Mve* 46 DO;- Mys Or D OE.6. DITP lPI5 MSI6w, 029 EPD tvOM&M OE[RIKr LCLATM) -1 JrES IvTQ_ IP vED21I_!. 69 ' — - --4"WIIBIIMIM AND LOADING SPECIFIFO BT FABNICAIEDT H6 SOURUR CE Program of —PLxvFS rumaw 96 DEGRF,ES mw, DELINEATHI a5 Sf1CN. Ilx_ toa F • ♦ -THIS 790M IS DESIGNED OKLT FOR TRE LOADS SFDDRE- REBS PROVISIOH rep INE P1w-VENTION OF PCR+DING DUET S' 444 iNE MILBE AND IS NOT 'W RESPONSIBTLITT OF iHF. t OL BC 5 TMISS FLRRTf-ATOR 09 C"PT- RIJN 6-10-8 6--2-1[4 4-0-0 6-1-2 7-0-4 RUN 1-0-8 1-0-6 Max Height 4-3-14 12 —3.5 12 11 6x5 6x5 3x7 3x 4 3x7 Tv 4x5 x 4x5 N 6-10-8 5-2-t4 d-0-0 6-1-2 7-0-4 1-0-0 M CIVIL CLARY A OIv1810n nt ALPTP'E ENSITFEERED PIFDDUCIS lnr 1801 S_ 653E AT SOUTHWEST PKWY, GRANO PRAIRIE, Tx 75051 ,.I 23 AI 660-39x0 .v EFrB _q TAUSSwW;4TF"dN$jITU1E, ,i 1T 60 PLF 3070 3030 a_ 3958 3858 a a,. 1989 \ 2021' 330 640 510 500 648- 348 P t 10368 10381 13.5146% 13.5)4f 10 PLF ' i-0-0 30-2-12 Load Deflection o1 .154" (3/16). Index=.157. (L/22811 T Forces IL -RJ L s a Total l ad Deflection o9 TOP ROT KERS -2884 2767 64 -2121 2767 -770 -2035 2035 286 -2121 2750 -1. -2666 2750 291 4.20 -755 6C LUMBER 2X4 1650E 1.5E SPF 64 Maximum detleetion occurred at bottom joint 03. um Live Load Deflection o1 .154" (3/16). Index=.157. (L/22811 L s a Total l ad Deflection o9 .347" (6/16). IncIex=.23, (L/ID45) ATT: TYPE: D -C. SPACING LOADIIG 1PS0 TC LUSIMP DESCRIPTION OIG6. A V-2060 2-0-02X6 16 165OF 1.SE SPF S08ELWAH RES. SUNCR0194. LARRY SHIELM 4.20 LL IC oL jr 14 6C LUMBER 2X4 1650E 1.5E SPF ErG_ FDR: Ji6M TRUSS - PA H6 SOURUR CE Program of wT Ilx_ toa F tL BC 0 REBS S' 444 25TH OL BC 5 2X4 STD HFA PROJECT: OA T£: SCALE: lOTA1 •35 . ESCCEvr4►5;HAv;LBE;ROiE.D . NIX LuNfl[nHArp; INDIC -..,. _„ _ i5 Jun 1991 A /8 •H Z M Y aic oq- Ii 91-0-0 _ 4-0--0 5-0-8 a I o Raw height 3-B-8 12 -Izz:a 3.5 3.5 Com". 6x6 6:(5 5x6 4x8 3x 4 50 PLF Y" 4419 2631ir • d ` t T i f43f 329+P / 1 540 740 440 240 4 1 4 66410 : 67eR 13.5)30%. T 13.51301 10 PLF - — I1-0-0 4-0-0 1-0-0 20-0-13 Forces (L -A) ------1 TOP BOT REBS -li05 1060 74 -324 -635 r- 25 51 -655 L co Maximum deflection occurred at bottom joint 4P2_ 3AS Maximum Live Load Deflection of .034' (1/16). Index=.051. {L/7074)- MaxiRwim Total Load Deflection of .075' (1/96). Index=.075 '(L 11 CIVIL ` }. "M I'. --^ PLATE IYM: O -C. SPACING LOADING IPSFI 23 LUDHUI SMDLL Bi. Or I14" wECIPIEP Oiwfman, 6PABLS. 10 CUIEET'OR PLATES SMNM1L BE IMSICAED Sv111Q)PE[RLt OR S0 T"35' 023110 15 JPPLICAM , TD SNp4SER 5"A TROSSIM W i3] 3MDICAN13 tLEE"L R-WEWG PEOOIP ($- 6920.1 SOECILS. &P6 'PALIkaA MEN&NNUM rzOTtwl'. 9P &UCO rNAT rnE A210. lewd E.LL tAAClm LM TOPiISIMLTEOP_ ih)'Iw.STALt A/I®I UND EOEG1 TOP OF 1NW 111055. 1-E0MAAEtl1. AND . _ ES ltr P16WO M..0"OL1 SIT6SS TAAAIS, &VL "Isms WSEI; B top umm SN_11ES 46: k01 W.CENPEIO)EP TO mom* LOM IME 101P C1 9N.I.t !A. L&1EOAI.Lr BRACES E7n200 OT 30m, IrmwowT 061PC1POG SAMMA at CORWE C. woma-ARt7 Mr" 16 TAA CES, Gw 1011E BASED 61 6.4AATESO ESI TSIIS Or ESE m- OIRECII LE t POOL owww' ERnO SPLICE- MW-/ 9AA111tlOi QA 1106?., MS MENRE03 SPACM At 3'-0' S.C. C1PCtD1I IPC SPKIRG ANED CAMFIGN POS..ICLIIR RS_ SUNCROMM, Ttan k DE= ST &i 1"M awalso6 OI n1E TIATimb. n T-7000 AMTW►OL PUMEOS' USE 2311; TOL IW 2016 SOLI: (IIOI_I_ 291 Tan OEWCW COIFOPM TO 110ME T WE WNCP1 4PECITLEA- .. TOi11S1 PY00)JCl9 OIC ASSrf6R- 7751. BOVA r1\E BS -125 Sij IRE HIM"M CA[OSt 57HAL BE LAFCMWLL♦ SPACED EFFMOI OT "VMS WTPL q►T[ COWN11239 MM 1RISSM AM ' LL 1C DL 7C 14 71 INS WESIOa I S- BASED CPI OLN"' 1'CR PL&TES PRY_ W Ew1S 1P a8•tJ9 BEd OE5IG000 Cow to LSLOIIw. SWUR mutt IPOO 1/a; ONY 1.1 slo—WA 9p SP&C1Sa. PECBE05 SPAM Ar to, -o • II SIAWDOWOS 1® 1E S. ' PA 3I CDJIECIOC SITES CPE WSIA Cal -F"F W[Io OAa?.' O. IwIS DwAOo10 1YSI&LLLTIOw ALO} IDT[ S JCL CEPOf67M C.0 OOL2_i. TBT OftT1 6 (D tO1E TONERS CAC Oak! 1 [A OOOLFIC20 Tw ell? RAT PIES A COItAECl OR Pt&IE SIZES AAE CCTOT W OTIC. &IIS ON D OEG. .11. INO5 13SI90. 271 111IM.TES MAPF04 A-OCATCON. LL OC 0 .ALES ITE._ B• NOPEZ_). - -C()wFIGUR►ISDN APUD LOADING SPECU IED BY FABTIICATOR ' - -PLATES TURNED 9OVE-GREES ARE [*LI14EATM AS SULH. DL is 5 I 2x4 SID DSR -IVIS TPUSS 15 DESIGNED MY 1`41)1 THE LOADS SHM, , DATE- ' PROVISION FOR THE PRL'tl TIFW BY, PDNOING ARLSi tDEMBLR'rRuss vZAT£:I TT.TDTE r--.- -- BE NAIK- AND IS :f10T THE PESIIIMIGILITY OF T11F ;x4 _ ...BEY.[IEPT ,aS-:wnwE0E1NDTE'D,,. a= Mlx Lt94+8Ei1NAi15 .1RUSS FABRICATOR OR CLARY. 2!4 oq- Ii 91-0-0 _ 4-0--0 5-0-8 a I o Raw height 3-B-8 12 -Izz:a 3.5 3.5 Com". 6x6 6:(5 5x6 4x8 3x 4 50 PLF Y" 4419 2631ir • d ` t T i f43f 329+P / 1 540 740 440 240 4 1 4 66410 : 67eR 13.5)30%. T 13.51301 10 PLF - — I1-0-0 4-0-0 1-0-0 20-0-13 Forces (L -A) ------1 TOP BOT REBS -li05 1060 74 -324 -635 r- 25 51 -655 L co Maximum deflection occurred at bottom joint 4P2_ 3AS Maximum Live Load Deflection of .034' (1/16). Index=.051. {L/7074)- MaxiRwim Total Load Deflection of .075' (1/96). Index=.075 '(L 11 CIVIL ` }. "M I'. ICLARY A Di7iPlan of PLATE IYM: O -C. SPACING LOADING IPSFI 1C LIMBER DESCAIPTIDN . RES. -W 4. . _ ALPI"E ENT.TINECRED PRODUCTS Inc Y -Q00 2-0-0 16 2X6 965 1:5E SPF So®ELKAN SUNCROMM, LARRY SHIELDS , .. -fool S. GP.E:A1 SOUTHWEST PKWY- GRAPOD PRAIRIE. Ill 75051 4.20 _IWC. LL 1C DL 7C 14 ac LlR1BEIT 2X4 165OF 1..5E SPF EKG. row. JKM T — PA EAG B7_ SOURCE Prograw — OF 12141 66D-3940 PLATE. AAEA' S -FOR 7 LL OC 0 MESSTRUSS ' 3Z4 25 DL is 5 2x4 SID DSR PTDD.ECT' DATE- SCALE: tDEMBLR'rRuss vZAT£:I TT.TDTE r--.- -- fr- TOTS 35.. :s, _ ...BEY.[IEPT ,aS-:wnwE0E1NDTE'D,,. a= Mlx Lt94+8Ei1NAi15 IFat)IO 15 Jun ig9i- 2!4 ..J UNBtD " Ka. BE OP' FFI; SPOCCrIEO r[LIw SDYpES !3F rOWELTEP p_0,FES SrrLL Df_ 1-S/IL " SM-E7016Y1.r DD 91 1K15 BESlm ES A PILIEkBLE 1D SmamirA SW t0 F5 or 14 i rMICtFTS 1WICCIFL 10—CYl6 aErBEq 41-1 YIK.7 SR CI F, S. AP6 rA1IRDl rDtS11WF CDNTkb i., OD SU[w lAul FaiE JDTaI- IDE MEEC of IANDIaG oND [OMTIGpptll®F, 1IB IogfoLl AT30 MI SI om EtIB;CT IIM tQ tH[ /gUSE. of grAHE 0,P, AIIB SS OF HIGWF All00,ADLE SIP SS VALUES. SLL rQu2S WSM a FBP [ImW9 smm..S at 1®t wEC 6A>mC10QD 1D MX" 101 THE To CtoeDp g1Ai.L BE LAIEDALLT DDKED Elope Br 3/D repw RAAr p.. IYD B ,D BE Dmf[ SN ACL UPDAN BE DE tm r On OF.SICA AVE "SOV Olt TpR. LATEST ED1910. DF 1HI: R►- DEPEEILV MWE o eps 11W C"O-O WkFEE:. Dma_1 SHBAFMfm DD DPACI NS ewawam SPACED At ]•-0- D.C_ CUM" tV[ D1io41N6 ACID EDE[FI DUDLILA7'I DN 4. I IDIML. DESI®e SIAIM%WM Rift,, SHED @r 1RE PAttnmt TF 9-ZBDD APOe$lvot f1UHDEDS pBG ZIAP THA ILO 2MI a, 5012 owr.I VA FQRS DES 01x1 EMDDOMS 10 CIWDETn Tpl DES169 SPEE:ITFI:A- rwwST 6x0®10:75 ASWC2411" 1231. BMJ, ME 65-225 fi{ Fit Epll®i C061m STALL BE LAFElDA1A.1 DDACED TIfMM O• tlDit3 fog IEFAL PLAit 03"MCIED WOOD TRUSSES Ann 7f 1079 mm"D ES MLT410 W CLOMr CONNELPIW PLATES 0=LY_ BI IHIS 1D 'MAS EEEII BE6;IGME0 FM FME LUADIPL SFDfQI F/2-Dl10_1 OPTHALL DP BRAOOI: FMWDS SPAIM AS 10• -Dr MKI1r STAMDAMS F® EIIAISBES. A C010EC[OD R.AIIS SIZES ARE BASED BD sat Ax FDDLtS etlo). r, BU THBS 05410,906. S0S'tALAlTIDD AM USE 9AN,t D -B 0010,17 _ I'a DD s lB9A DF n$ 1DASS *of BE CYT DD YDOI'PIED IAe lar NAz U COOMi'1® gAIE SIZES ADE StrEO 98 6M. -FIS 10 D M, DIITr TNES MIS.. 121 (e dNffiLAFES BEADING LOCATIM. — T• ---- oaff ISUPAYION U0 kDA01N1S SP£LIFIEU BY I-ABRICAIOR -PLATES IURHED SID DEGMS MIE DELINEAYFG AS SUCH. RUN 6 -10 -Si 1-0-8 Max Height 4-3-B U7 toj on 6-1-5 7-0-B 12 ''_-_-7:3 3.5 rn 3x 4 i'u 4x8 3x5 6-10-11 6-i-5 7-0-£3 t- -----_.---- _ —.-1.111_---- 1-0-0 • 20-0-8 G 60 PLF _---7 3R6A' maxiPnun Deflection occurred at bottom joint 02. s 3818 202 i y 1988 s Maximum Total 330 648' 64$ 344 4 4 6618 581 A( 13.51302 1.3.5130% 10 PLF Forces (L -R( TOP 801 WEBS -1608 15.43 64 -862 1543 -755 -862. 96 51•. A%= 1 _ -646 „ maxiPnun Deflection occurred at bottom joint 02. Maximum Live Load Deflection of .058'"(1/16). Index=.086, (L/4i47) -- Maximum Total Load Deflection of .126". (2;t61. Index=.126. (L/1909) CLARY A OS91Slon 6Y Pt ATE TYPE: 9-c_ SPACIIEG LDADIM OPSFI YC LUmSER DESCRIPTION OEE6_ 0 ALPINE ENGINEERS PRODUCIS lxlc y 21000 2-0-02X6 16 165OF 1.5E SPF SDBELMAN RES_ SLMROWN, LARRY SHIELDS • 1801 S. GREAT SOVTH*ES) Px4Y_ 4 2 LL YC OL Ic 14 BIC LUDEBER 2X4 16507 1.5E SPF E11Pi. FOR' ENG BY: OF SPAMD PRAIRIE, Ix 75051 • -1 JMb9 TRUSS— PA SOLACE Program v ' 12141 650-394D . - A 111 A. & S INC. FOP 91LL -25 SC 0 of BC 5 WEDS 2X4. STU HFA PRDJEL;; DATE_ SCALE-. 1AEIWgER Titl,1S5 PE ATE I1f51T1U4E - IDEAL 35. - -- ,_E7[C£P•T ;AS_aA1 9E`t10'TfD, ". NIX LUMBERMAN IkDi0 15 .Jun 1991 1-/a IN, . 10 LSK"P SN.LL PL N INE S LE CRD WIDpOP COQE' 'S, 9"CFES .•O 47►.CMDM MLS1AM EM -5w. ON sm). 714.1' IS Pf 1NIDNEP AA.LDM.DLE S64 8 MUD'S: All TAL;IEY MID 001 ![SIGN '11L OLSED m ME- LAL7S/ 303130" Is TNQ aA- V"NNL OESIfA StA011W.M R1 [S14D IDV SME OAlI01.aL FVIK3t PDOOKFS .$51=9 COP_ i7 FMLS OES16M IS %.SED 00 tOIMV DINWCTO4 PLAMS xNLV_ P CONITECT01 PtAFfS SIM PRE 21,901) CID 4.IAL EOIICES 904V. a1 CONNIE 703 RRAVE SIIFS .pt 6Ert1 OD DES. At ES Bt O DEC. A.r: AVER. 0t M'17_I .40 t.DPPLC Sun t'LtF6 MMI RE L61.kt ED 51WIC14RYJ_1 !n 1NE JOINT, CA top D-0119 9LLCCES ARE NIF" FYf D•*1wala I T10 0"MOR OIPEMLY ANIM . GKI CLOW SPLLLC. A .-2000 APPa'M74L si C1S UBC 73A2 r 6121 -014, SHE[ 7251,6OIJ. IEtF as -Las IP 7105 7MISS P.5 Bi FP CEMIG IM POD Put EAN LAS SNBRD ON 7 WIS 004013.6. TWSO.LLAtTON LAM OSE $R C UMM WIT. 7N= "a IT M THOS DESIGN IS ePRLM"IFLE TD SRORYIP SI'm TOMS" or MEN, lr At LOAM WIGam®DIFdWNtIO1t. IDI ?HE CDP CNDPD 5NALL Ilk LAIIJMLIV 9RA420 f1TIDA 07 310' D71M .I SNE/TIDING OR BRA1IR6 010MRS 9L6E0 AT 3•-9-.D.0 01LA_I . !!1 7721 ®;TOO LMQn1 511611 PE L411931t V' MOVED ET"MIX BV LR -007 P.1 1MF.PAM 00 1041,13915RIMERL SPOMM At L61-6,CC M -i1. 'n ® IROICJT6 VAR= LDCMISM. 4-0-0 3-0 7-1-1 6-1-15 m z 1 =) o Par: Helf6ht 4-4-6 12 3 5 6x6 3x4 rd 3x6 5-1-15 4-0-0 f-0-0 17-6-D THIS TRUSS ANALYZED WITH PPSA Maxi-oun deflection occurred 54.34' from the left end of bOttODI Dane) St. MaXIOUB PPLive Load Deflection of ,048' (1/15). Index=.003. (L/4339) Maximum PPTotal Load Deflection of _105' (2/16), Index=.121, (L/19031 yA TRDIA.TES L3TOLK %RRC7N6 .E.RED Rth' NIN'.1 SQ' INS11LLANIUM APD ET®C11M IE TNL T016S,R PEPR..EN7, A/0 1180034MM BPA=NZ mama BE GO 4 - IAC'EMO-CE PITH OmtPF.Al TD7 RIUCIM ADD ERBC;EIDM OURLIMPIONS SSI ORIS O3S10L COMMUS ID CWRRRT "' OESIb71 SoECI7'ICA- F1H0S ►MI YE/Al . . L1O+R E. ImnO T0116SCS *170 am I7, Si L11NILiMD ran 7Ru35E S. f01 M PEMEP OF ICC 111161 LOV Sr COT 081 .CMIr TED In AOt R.E. -CDNIFIGOIRATTON AND LAADIRS-SPECIFIED BY FABRICATOR -P"IFS TURIDED 130 DEWMS AAE DEIINERTED AS SIN'If. -FNIS MUSS IS DESIGNED DNt_Y FTIR TWE L046S SfDON", PROVISION FDR ME VAEVERTION OF PGNWXG MASA BE MADE AMD- 95 NOF TRE RESPONSIBILITY OF IED:• TI%ISS FABRICA1DR OR CLARY, 60 PLF —j I 4 T 6799 6050 15-5)191 15.51179E 10 PLF MG. D of steLE: 4 //d ., .. Forces (L -RI PLATE TYPE TDP BOT WEBS 17 1 ?-32 61 -1335 123?- .-7.334 .-615 r6 2-0-0 16C 2X6 x_-05 -92 Q ` . fells S. GiFEAT SOuimES1 Pvw. GRAD an6101 75051 • ?' 4 Q BC LLOCRER 2X4 135OF t.3E SPF ' FOA: MG. D of steLE: 4 //d ., .. CLARY A Di7tsion of PLATE TYPE D.C. SPACING LOADING 0PSF•1 TC UMBER DES CRI PT IFD) L. ti ALPINE ENGINEERED PRODUCTS Inc Y_2D00 2-0-0 16C 2X6 1350F 1.3E SPF UW AES_ SCRDWK LARRY SCFTIELDS fells S. GiFEAT SOuimES1 Pvw. GRAD an6101 75051 4.20 LL 1 DL 1C 14' BC LLOCRER 2X4 135OF t.3E SPF ' FOA: ENS 61 , 1x - TRUSS — iJ SiiUR Program I2f41 560-3940 ELME AREA: INC_ F011 7 LL BC p 11195 272 25 DL BC 5 2X4 STD HFR T: dTX DATE: uE1PBER RVSS_.PLATE,IE6Sf11UTEy $ . :- 1DIAL • _: . _ - LtEHo4 N5 ANl]I4_ i-EXE i S. ., ?_` , '- -. -wily BE ,.._. . f.---. I5 .Ren 199i. A - 6-1-5 RUN 1-0-0 Max Height 4-3-B to ED 7-0-B 12 'Izza 3.5 4x7 x 6X8 .. 5X5 5 10-l1 6-1-5 7-0-0 135OF 1-0-0 i -� CIVIL �F cw CLARY A Oixion DI - ALPINE ENGINE PROOMT5 IrLc I901 S_ SHAT SUUI1MEST DKYY_ GRAND PRAIRIE. IN 75D51 12IA! SW-39AO 1tf MT'IEI2 1IR)SSIP1 E )10STI_TUTE1.:. -7 2n -o -B 24.2 PLF g 1880 � 960 b a _ 10OA# 1933# )956# 1027# ry E'y 32440 3245# 65.51 6616 (x.51 e64 304.25 PLF Forces (L -R7 TOP BOT WEBS -7656 7349 1933 -4101 7349 -3595 -4101 0 2100 4054 -2219 — One Half of 17-6-0 Trusses supported by Bot Chord Live Load Aeduced 5% - - - FLSTEX TOGETHER RIM 2 11eDmerD ReDDlred6 maximum deflection occurred at bottom )Dint 02. TOP I" RAILS'12'O.C. .Hal 100 NAILS B'O.C. Ilt-.Live Load Deflection of .1.17' (2/161. Index= .174, (L./2056) WEB 1Oa MAILS 12'0.c_ Iji To Load Deflection of .255' (4/16), Index= .254. 14/943) FASTEN Ai OR ifEAR ALL PAIB1 POINTS_ —JL-�-r,• i W NOT KUL OR BOLT TNROII®E TRUSS PLATES. TE TYPE: O.C. SPACING LOADING tPSF) 11 tu-SED got.. Q w Iv+f SMCCr IEO nwtnm SMIXES 5/ t -.()K IOP PI.AFM 'SKUL BE IRBTALLAP Srw KfTtltf. S+.l1 OR -m TTM[S OESIl7l CS A1siICFBCC so 3PDD7E:D 5PAw 1PERSFLS VF 13) fip- IRDIEbrES LAILDAL eDwCt)iG wFMWD 11X1 *[D.) SPECIES. AR® DAiLS w MUISt.E t7l1WIER7, op SULD IBet rIQ ffirw+. 7tiEw)OCsI. LDADIMtG wwD 6PR-[CUDATION- 14) TP51nt Ln TIDN AN* CIDCCEfm DF [ME TRtI$. OI1DIAfRM1_ AIS I5 Or IttPw7r MmkslDLf S71ESS •SLUES. J&L 7AL"S IRSED Gl IW SOCIDD SPL1� ADE MD! MECO.K"N..D 7D DTx7P+ 1C0 TT+E rOP CIDPID 99WL BE LFTC-0Atti DPACED ELtM** 8r 318' 7EMPDIMAIR otACCNB sow" BE GIVE 7. /xcmwwux M11D rDD tBSIw LPIE RASED M IME LnT¢ST tatinnM Di For DC- 1IIDEC'II.r ADDJE A 88teDw CMUID �L[�. /RIM.) SUCAlIt1R5 ca muitrwG wEw OFRS SPA12D At ]'-O" B.C. CUPf¢wT 7PI wwr teP ARD EMIECi'WD DI@ILEiA1COD15. l IDMLLL DEStm StIw0ARI5 A'iIBLISaMED 81 ME IIAIIRCAt. J1 i -low APPDOIK g7QE 5- UDC 23at I'" Ila 7UTA mKx BlSi.1 - r51 7MMES DESIC71 CV17®OFS t0 LIOIRBR1 TPI. ME!, WM SPECIFLEA- rDDISt f>DORS� R59DLi At 1AR, 7254 amA 175,* e6-125 ifl TME ODTIOD CPUM SMALL C4 LFT EDALLT BM1LCEB CC MED Its +Two FDD ¢fAL /LATE LOMOOCIw tow 1D71SSE5 RS.D 27 TNos HSIDII ES 835eD W CLADI cow CLOD PLAt CS wDCT- Ot 'Ins miss Ras !LEEN DESI9t® r1m "w.. LII al" Sgl® t12-t+ID.I NtaALt R q MAC7Ri MEMEM SPAMD AI 1**0'DUw LITE SQARD"'n I"tPid2ms_ 3p cammIOO Ot 61E5 51715 ME BA5LD (A "FAL room Q10 - r_ DD MCS DALDMG. FO471tL.Ari= AMD VWSts"A CDRF181t D.0 Vsax-1. IGr q MWEEP w IM t�� DIY IN t:f1 an DDDI'r1*D III 11Dr DSr .w tevwxfoi 4LAIE SI IE5 Am.. 5I+III Its Ism arm SI pmi. CRR MIs 111MIGR, I7T- ® IMU11CAtm RE"D = "r.iID1/_ A M:IS IrED Dr HDD17, 1. - -C04FI6URAI[IM ANO LOAOFNG SPECIFIED BY FUMICATCR -PLATES FEIRKE11 9D OE60EES ARE BEL INFILIED AS SUCH. ' -REPETTIIVE AEvRFR STRESSES KOT USED. 6-1-5 RUN 1-0-0 Max Height 4-3-B to ED 7-0-B 12 'Izza 3.5 4x7 x 6X8 .. 5X5 5 10-l1 6-1-5 7-0-0 135OF 1-0-0 i -� CIVIL �F cw CLARY A Oixion DI - ALPINE ENGINE PROOMT5 IrLc I901 S_ SHAT SUUI1MEST DKYY_ GRAND PRAIRIE. IN 75D51 12IA! SW-39AO 1tf MT'IEI2 1IR)SSIP1 E )10STI_TUTE1.:. -7 2n -o -B 24.2 PLF g 1880 � 960 b a _ 10OA# 1933# )956# 1027# ry E'y 32440 3245# 65.51 6616 (x.51 e64 304.25 PLF Forces (L -R7 TOP BOT WEBS -7656 7349 1933 -4101 7349 -3595 -4101 0 2100 4054 -2219 — One Half of 17-6-0 Trusses supported by Bot Chord Live Load Aeduced 5% - - - FLSTEX TOGETHER RIM 2 11eDmerD ReDDlred6 maximum deflection occurred at bottom )Dint 02. TOP I" RAILS'12'O.C. .Hal 100 NAILS B'O.C. Ilt-.Live Load Deflection of .1.17' (2/161. Index= .174, (L./2056) WEB 1Oa MAILS 12'0.c_ Iji To Load Deflection of .255' (4/16), Index= .254. 14/943) FASTEN Ai OR ifEAR ALL PAIB1 POINTS_ —JL-�-r,• i W NOT KUL OR BOLT TNROII®E TRUSS PLATES. TE TYPE: O.C. SPACING LOADING tPSF) IC LUMBER V_2000 2-0-0 i5 2x6 1350F 1.3E SPF BE Lu11BEA 4.20 OL Tr 14 LL Sc 0 6 165OF 1.5E SPF NESS It AREA: 2 INC. FOR 511 UL BC 5 2X4 STO IPPR 352 •l:TAt®=�.-�� - �T T13T6L 35 ce.�.__..4 �... _ _j... EJ(CEPt»AaBNb Y.�.8C 11+ITTEO err: OE1-'-.......r DWG,- r SUNCROW. LARRY SCHIELDS - E -M. FOTt; By, OF JNW TRUSS - WSJ SOURCE Program - PROJECT: TE- SCLLF: NIX�LUMBERNANS INDID.— -..15 Jun -1991 1/4 0 im ' l N50 D I > '•+ 8 _Q11 VIA FI ! • P • nn 4ip ,1a' Fi v n ' vl w.. wA ( r lQ 1N •C $ M n u 2X4 7:gas s 6n 6n r 1 F• I 0 n fy N 1 X N GCS OT UI o O t O O m 3 G Cn N ro ! ro S xnKn v.Q: r' K v 11 r N ' F ►• r m I n s ! o a P a r 0 0 w v Zr r M T ~ p ; I I D pp pp pp i5xaa Q $ r r P N N yO r n 7J y i7 • 1+ 3Q g ( M Q ' m ✓- &g o 9 9.„ ro °*"moo I 2x3 2-2-13 +! `4 8 r aIDw m 0 w f H B v i up 2X4 6n 6n r v I 0 µ ' I ,® N M 2x3 2-2-13 +! `4 8 r aIDw m 0 w f H B v i up Ip ryCO11CLn il(D 91 N ma, ywN 611 r ki • o to a o 0 q Si 4, V OX5 w f v up 0 6n r v ID a w k: 'I f1g N tNa • zHap 8 • i:Sfl"d8 40 -SN •o 0'89 9AF all I 4NfY -e "¢ A m O ! a 54, All RNa as N asg = flAP r ,sPo pn n:OY flflMM a 19 r N ro o,. $v In 56 3W 6 a en'a LM m w n 8 a8an a - r ► v N 1w STRUCTURAL DETAILS FOR THE SOBELMAN RESIDENCE 52-815 AV.ENIDA MARTINEZ LA QUINTA, CALIFORNIA | | ' | / ' . . . | | ! 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