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PLBG (06-1819) + SFD (04870)
52445 Avenida Martinez 06-1819 04870 • P.O. BOX 1504 4 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 BUILDING & SAFETY DEPARTMENT BUILDING PERMIT VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Application Number: `.06-00001819 - I D a Owner: Property Address: 52445 AVENIDA MARTINEZ IRANDA JOSE ANGEL APN: 773-271-023-10 -000000- 2445 AVENIDA MARTINEZ Application description: PLUMBING AfAY O _ A QUINTA, CA 92253 Property Zoning: COVE RESIDENTIAL ?CQ Application valuation: 2500 C1ty vi1 OF F ay N E pEpT Contractor: Applicant: Architect or Engineer: Owner • . .ry .ue. --------------------------------- fJ ll r • 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. nLicense Class: License No.: (- rector: ►/ f " 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 a y pplicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars (5500).: 00 I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does the work himself or herself through his or her own employees, provided that the improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). (_ 1 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.). I—) I am exempt under Sec. B.&P.Cor tLiis reason ff [ 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 Date: 5/05/06 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 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 becomes act to the workers' compensation provisions of Section 3700 of the Labor Code.el shal ort ith comply with those provisions. ate: 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. 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. 1 agree to comply with all city and county ordinances and state laws relating to building c5pstruct n, and hereby authorize representatives of this count to enter upon the above-mentioned property fovm ISe fon purposes. D S atura (Applicant or Agent',' f i LQPERMIT Application Number . . . . . 06-00001819 Permit . . . PLUMBING'SEWER Additional desc . Permit Fee . . . . 30.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 2500 Expiration Date . . 11/01/06 Qty Unit Charge Per Extension BASE FEE 30.00 ---------------------------------------------------------------------------- Special Notes and Comments SEPTIC ABANDON; SEWER CONNECT Fee summary Charged Paid Credited Due ------------------------------------- Permit Fee Total 30.00 ---------- .00 ---------- .00 30.00 Plan Chc- k Total .00 .00 .00-- .00 Grand Total 30.00 .00 .00 30.00 Bin # City of LaQ uinta Building & Safety Division P.O. Box 1504, 78-495 Calle Tampico La Quinta, CA 92253 - (760) 777-7012 Building Permit Application and Tracking Sheet Permit # Project Address: Owner's Name: A. P. Number: Address: Legal Description: Contractor: City, ST, Zip: C'3 Uir Gt Telephone: SC Address: Project Description: City, ST, Zip: Telephone: State Lic. # : City Lic. #: Arch., Engr., Designer: Address: City, ST, Zip: Telephone: State Lic. #: Name of Contact Person: Construction Type: Occupancy: Project type (circle one): New Add'n Alter Repair Demo Sq. Ft.: # Stories: # Units: Telephone # of Contact Person: Estimated Value of Project: 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 Calcs. Called Contact Person Plan Check Balance Energy Calcs. Plans picked up Construction Flood plain plan. Plans resubmitted Mechanical Grading, plan 2nd 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 Total Permit Fees as LLAVALLEY TERD ICT lose G .f 1i Jl C j QE G ,rq ir IST R A SHFRECEIPT DETAtL 114,35S Received From: Date - Address:— star//- . 7 ' V ) •44L1 -,C r n+r ` 1y 1;1, Account No. W . I (O n.5. 0, r7 ,/ Tract. Service Address 5 - V nrc.tG . n G.A:Code, ❑ Meter(s) $ ❑ Service(s) 0 Backflow(s) ❑ Mouse Lateral(s) ❑ Detector Check(s) ❑ Meter. Surcharge 91twitation Capacity Charge, 3,5/7, 4 •WS.B.FC. ❑ S.1.W.S.C. ❑ Temporary,Construction Meter ❑ 'Tum on Charga z• ., ❑ Uncollected Account -Name ❑ -inspection Fee 7 Tract - Fee. ❑ ' Plan Check Fees Water / Sewer - --Tinct O Bond Payment - A.D. - Bond' Asset* ❑ Customer Deposit ❑ Other •- TOTAL 3 r 5/7, V 3 -h CIA /Remarks. _ Q Copy.to:C Cash a Water.Servic Check ' Money ' x Cashier Order. CVwD438 (1105) z OWNERBUILDER INFORMATION Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of the property improvements specified. For your protection you should be aware that as "Owner/Builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the City or County. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $200.00 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. If you are an employer, you must register with the State and Federal Government as an employer and you are subject to several obligations include State and Federal income tax withholding, federal social security taxes, worker's compensation insurance disability insurance costs _and unemployment compensation. contributions._. There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. For more specific information about your obligations under Federal Law, contact the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contracts are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "Owner/Builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing .their own work personally. Information about licensed contractors may be obtained by contacting the Contractors' State License Board in your community or at 1020 N. Street, Sacramento, California 95814. Please complete and return the enclosed owner -builder verification form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. Very truly yours, CITY OF LA QUINTA DEPT. OF BUILDING AND SAFETY 78-495 Calle Tampico La Quinta, CA 92253 (760),777-7912 SIGNATURE/DATE Com'" PROPERTY ADDRESS o& -/?/9 PERMIT NUMBER(S) . Q914M 04 6-70 P.O. BOX 1504 "AN ADEQUATELY SIZED DEBRIS CONTAINER Building,5, 2-445 Martinez LA QUINT Address A CALIFORNIA 92250 REQUIRED Oil THE JOB -SITE DURING Owner Frank AIL PHASES OF CONSTRUCTION!' `''raQoMailinBUILDING: TYPE CONST. OCC. GRP. Address 79-380 goat Royal Avenue A.P. Number 773-271^"023 CityZip Tel. / © armda T)iinetiz QI 345-4467 Legal Description C Contractor Ir Project Description • ' + . 0 ity, . IZip ITel. State Lic. & Classif.20-3493 (City Lic. # Arch., Engr., Designer Address Tel. r 7G,40 , City Zip State 5.64 Grading 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.'X1.r_ r .ens r 1 i tai SIGNATURE 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, after, 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 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). ❑ 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 -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 (Sec. 3800, Labor Code.) Policy No. Company " li ❑ Copy is filed with the city. O 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 thg work for which this permit is issued, I shall not employ any peon in any manner so as to become subject to the Workers' Compensation Laws of Californirsa. Date Owner NOTICE TO APPLICANT: lf, after making this Certificate or 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 Sq. Ft. 1492 No. No. Dw. Size Stories Units New ❑ Add ❑ Alter ❑ Repair ❑ Demolition ❑ Estimated Valuation $80o473 PERMIT AMOUNT Plan Chk. Dep. Plan Chk. Bal.i Const. J-16 . UU , Mech. 36. UU . Electrical 7G,40 , Plumbing 105 . civ S.M.I. 5.64 Grading 20+0O Driveway Enc. 20.00 Infrastructure y i li • TOTALS 7ff •7 ., t+ REMARKS ZONE: BY tYd:. tt 4C 7:"IfT 14.-- xr' 4' 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 '' 16ryr /1180 Issued by: Date Permit Validated by: Validation: 1 WHITE - FINANCE, PINK - APPLICANT, GREEN - BUILDING, GOLDENROD - ASSESSOR'S OFFICE, HARD COPY - FILE CONSTRUCTION ESTIMATE NO. ELECTRICAL FEES NO. PLUMBING FEES IST FL SO FT rp $ UNITS COLL. AREA LAB GRADE — l Z - ROUGH PLUMB YARD SPKLR SYSTEM 2ND FL SO FT. e HEATING (ROUGH) STORAGE TANK FORMS MOBILEHOME SVC. BAR SINK POR SO FTa DUCT WORK ROCK STORAGE GAR SO. FT. Of POWER OUTLET ROOF DRAINS HEATING (FINAL) ORAINAGE•PIPING CAR P. SO FT. ft GAS (FINAL) TEMP. POLE WALL SO. FT. @ DRINKING FOUNTAIN SQ FT 0 WATER HEATER URINAL ESTIMATED CONSTRUCTION VALUATION $ FINAL INSP. WATER PIPING NOTE: Not to be used as property tax valuation WATER SYSTEM FLOOR DRAIN MECHANICAL FEES GRADING cu. yd. $ plus x$ WATER SOFTENER VENT SYSTEM FAN EVAP.COOL HOOD SIGN WASHER(AUTOXDISHI APPLIANCE DRYER FINAL INSP. GARBAGE DISPOSAL FURNACE UNIT WALL FLOOR SUSPENDED O ! T G ` C.r f G/ v` l 70 %./S / 7• ?:" // _ cCt•,/ - I 1 ^ ',2 T A U Q LAUNDRYTRAY AIR HANDLING UNIT CFM KITCHEN SINK ABSORPTION SYSTEM B.T.U. TEMP USE PERMIT SVC WATER CLOSET COMPRESSOR HP POLE, TEMIPERM LAVATORY HEATING SYSTEM FORCED GRAVITY AMPERES SERV ENT SHOWER BOILER B.T.U. SO. FT. ® c BATH TUB SQ. Ff. @ c WATER HEATER MAX. HEATER OUTPUT, B.T.U. SO. Ff. RESID 14: C SEWAGE DISPOSAL SO.FT.GAR 3/4c HOUSE SEWER MESH 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 8 AIR COND. SOLAR G' SETBACK — OUND PLUMBING/, v UNDERGROUND A.C. UNIT COLL. AREA LAB GRADE — l Z - ROUGH PLUMB BONDING - HEATING (ROUGH) STORAGE TANK FORMS SEWER OR SE IG ROUGH WIRING DUCT WORK ROCK STORAGE FOUND. REINF. AS (ROUGH) C- METER LOOP HEATING (FINAL) OTHER APP.IEOUIP. 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. FRAMING , FINAL INSP. . / NCROOFING _ O ! T G ` C.r f G/ v` l 70 %./S / 7• ?:" // _ cCt•,/ - I 1 ^ ',2 T A U Q REMARKS: VENTILATION FIRE ZONE ROOFING FIREPLACE SPARK ARRESTOR - GAR. FIREWALL y(LTHING MESH INSULATIONISOUNDO?- al FINISH GRADING FINAL INSPECTION CERT. OCC. FENCE FINAL INSPECTOR'S SIGNATURESIINITIALS , GARDEN WALL FINAL Desert Sands Unified School District CERTIFICATION OF PAYMENT OF SCHG L'CFACILITY FEES . TO: City of Palm Desert ;,kq(b AT E - Building Department 73-510 Fred Waring Drive Palm Desert, CA 92260 This is to certify thatY4 Op developer of which is located within this District, has paid school facility fee imposed pursuant to the authority generated by Gov .rnment Code Sec,ti tt 3080 in Xhe am un_ of,. ,// ( GcJIOY ) covering a total of quare feet of ( iekk4ntial or ( ) industrial/commercial development and that building permits for this footage in this development may np}r be issued by your jurisdiction. od DESERT SANDS UNIFIED SCHOOL DISTRICT { White - 139ding Department • Yellow - Facilities Planning • Pink - Accounting • Gold - DeveI er 9e / x CqD /o a ' 7 1 37 / / v M ` COUNTY OF RIVERSIDE DEPARTMENT OF HEALTH Assessors Parcel No. ENVIRONMENTAL HEALTH SERVICES — — PERMIT APPLICATION FOR A SUBSURFACE SEWAGE DISPOSAL SYSTEM Applicant: Submit this form with four copies of a scaled plot plan (1-20 scale) drawn to County speculations as indicated on the attached checklist A non-refundable filing fee (see below) is required when the application is submitted. Check must be made payable to the County of Riverside. Approval of this application shall remain valid for a period not to exceed one year from date of approval. Q VERIFY ITEMS IN SECTION A FROM BUILDING & SAFETY APPUCATION BUILDING DEPARTMENT APPLICATION LOG' # Z 0 Agent, Contractor, Contact Person Phone Address & Phone H WOwner Phone Mailing Address U) ti E?p 3- -3AM "7- 0 /a L w city BER M UbA b alms- State Zip Job Property Address Legal Description Prop. (PM, Tract, Lot) ' Lot Sizeter Agent /Yell+ Use of Permit P/P, CU, etc.-eG Other .. . Baa 00 V. W, % welling,.MH Site Prep, etc. ' Signature of Applicant pa t CATEGORY:,' - REV CODE 'FEE CATEGORY:.:' ' _ REV. CODE FEE -SUBSURFACE DISPOSAL 1238 $45.00 ❑ SITE EVALUATION UPON REQUEST 7349 $42.00 m ❑ MULTIPLE PARCELS WITHIN SAME (NO PLOT PLAN) Z LAND DIVISION ❑ SEWER/SEPTIC VERIFICATION 7348 $11.00 Q a. 1 at 4 Parcels (Each) 1238 $45.00 (Less than 1 year) U _ b. Each Parcel after 4 .7344 $16.00 ❑ PRELIMINARY ELECTIVE - 7352 $45.00 W ❑ Rereview (2nd review same parcel) 7344 $16.00 EVALUATION (Attach DOH SAN 53) ❑ Site Evaluation in Conjunction with ❑ HOLDING TANK 7351 $45.00 Critical Area 7346 $86.00 ❑ ALTERNATIVE/EXPERIMENTAL 7345 $13200 ❑ Site Evaluation Lot Less than SYSTEM 10,000 Sq. Ft. 7347 $86.00 INITIAL DATE Holding Tank Agreements Completed❑ Yes No . Certification of Existing S.D. System Required ❑ Yes P20,1-1 ,1 WOCS Clearance required. (Attach Form ❑ Yes i DOH SAN 007, Santa Ana Region Only) Soils Percolation Report Required. ❑ Yes Special Feasibility Boring Report Required. ❑ Yes ❑ Detailed Contour Plot Plans Required (1 to 5 ft. interval) ❑ Yes Nd , Other ❑ Yes Staff Specialist Lot Inspection Required ❑ Yes I No Lot Inspection Date Soils boring report by Date / ftject Soils Map Page f(>// Sod Type t Approved by !L/(.ACX/ C Date11 U No. of Systems Type offSdystem(s) Hglding Tank ❑❑ tin No. Units (1) Septic Tank Soil Rate NGrease/Sand G igase I tep O ❑ j r Rep /Dwwelling CAI j T OIir'`G Oal'h U (2) Leach Una Sq. Ft trench area Sidewall allowance g ma k/ sq. R Install Une(s) ft long n wide with Leach Bed sq. ft ttom per running ft min. orches drainfines or of _ area ❑trY A . Leachlines/bed special design for slope: (3) Pit Diameter No. Pits Pit Below Seepage Pit T Depth De Other. Applicable s ❑ r ,/ Inlet (BI) 1;_1g N/A zt!!,Overburden factor Jl— Max. Aho, )e Depth No. 2 System REMARKS: t This application isAPR VED/DEL71EDfor the category checked in SECTION B above, regarding the design of a subsurface disposal system as indicated on the accompania"°ed plot`plaausing the requirements set forth in SECTION C above. A building permit is necessary for the installation of the O above -designed system. No construction is permitted in the required reserved 100% ex q pansion area. " ' Septic tank and sewer lines must be 50' minimum from any wells d / U f e4 6,(, u rc„-. P lines must be 100' minimum from any wells, including expansion area cy' f ILeach r • (3) Seepage pits must be 150' minimum from any wells, including expansion area - --4 -- r — —Signature of Health Officials^' Date O r ''•- S ' RECEIPT NO. (1 3 1 7 Issued By Date :DISTRICT: ❑ 'Riverside, EIIn ❑ Hemet ❑ Perris ❑ Rancho Calif. ❑. Blythe I/ - DOH SAN 122 (Rev. 5/88) DISTRIBUTION: WHITE - Office file YELLOW - Applicant PINK - Bldg. Dept GOLDENROD - Plans/Records 6L "kW UI I If' E or AGRICUL'i URAL CU+MMISSIONL11 AND WI: 1611 I'S b.. MEASURES 49-613 Ilwy 06, Hulte I1-12 Cuirchelln, CA 92236 619-342-0291 E. LEON SPAUGY co••r rvam.rn IAMES U WALLACE CLEMEv1 13F.NVENIS1E spun IME /)C) uE —b I l CASE 11U. DEVEWPER'S IWIEt >\UUMSs Ps r-+ r aJ N p wry% E :' 9;2 zk TELLHIONEt (%lY) 3 cl - ` q u ( 7 - l.o A- 10 1K 9 'It Lk'j Zi 4 11 S Nfj 4►k CAe A^EA Dear Developer: After reviewing your l8ndscq)i"IIc4 plaits, all plant material listed is not 3.11 Violation of quarantine Iaws (luvelnllly the Coachella Valley. if substitutions do occur and they differ ftun plant material listed, tills office nlusL be ooLified Immediately. ' hm.ik you for protecting and pieserving the Coachella Valley's test -free erlvirotaiienL. A1gr u ltIural Camussioner s L) E ice cct Indio and Riverside 011ice Description/Application GTIE Air Conditioning & Heating California LO NOX Gas Furnaces 40,000 thru 120,000 BTU H ASH NATIOp,T SAS mss' fRT1f1E0 S Electric Ignition • All models design certified by American GaE Associ- ation Laboratories in compliance with National Safety Standards. • Completely assembled, factory tested furwace for heating or combination heating/cooling applcation. • For utility room, closet, alcove or basement applica- tion. Construction • Heavy gauge reinforced wrap-around insulated, gal- vanized steel cabinet with durable baked enamel finish. • Durable, aluminized heavy gauge steel heat exchanger cells. • Quiet, slotted, multi -port, aluminized stee4 Lo No, burners. • Left hand connection convenience for gas and electric service. GMC 120 Standard Equipment EFFICIEIICI 11A11NG CEAIIFIEG ama • Energy saving PSC multispeed direct drive blower motors. • Quiet operating sound isolated blower assembly. • 40 VA transformer for heating and air conditioning control service. • Air conditioning fan relay. • Combination redundant gas valve and regulator. • Adjustable fan control. • Blower door safety switch. • GUX models include energy saving spark ignition (cycling pilot). • Permanent, cleanable, high velocity filter furnished, for bottom or side positioning. • Alternate bottom, left or right side return air connec- tion provision. Optional Equipment • Clip -in bottom plate for use in side air application. • L.P. conversion kit Goodman Manufacturing Corporation 15011 Seamist • Houston, Texas 77008 (713)861-2575 GUX SERIES 5/87 Performance Ratings O For altitude above 2,000 ft. reduce ratings 4% for each 1,000 ft. above sea level. GUX UNITS COMPLY WITH EMISSION REGULATIONS USING TECHNOLOGY DEVELOPED BY THE AMERICAN GAS ASSOCIATION LABORATORIES WITH FUNDING FROM THE GAS RESEARCH INSTITUTE. BEFORE PURCHASING THIS APPLIANCE, READ IMPORTANT ENERGY COST AND EFFICIENCY INFORMATION AVAILABLE FROM YOUR RETAILER. For L.P. conversion use LPX -00 kit for units equipped with a Robertshaw ignition or LPE-03 for units equipped with an Essex ignition system. Specification Data FlPrtriral Characteristics 115/1/60 Gas Service Connection 1/2" FPT Model GUX Input❑ Heatingg AUH Width CAL Max. Cool MIn. Heat Temp.i Rise Model BTUH capacity DOE Seasonal SCFM SCFM 5.5 No. (000) (000) AFUE Etfy. @.5 Ext. @.2 Ext. Range°F GUX040-3 40 32 74.5 71.1 1230 820 30-60 GUX060-3 60 48 74.5 71.1 1230 820 T 30-60 G_UX080-_4 80 64 ' X7_4'.61♦ 711l2 X1.620)♦ X1,180)♦ 45=75 GUX100'5— 100--80 6' 74.1 71.0 2075 1450 45-75 GUX120-5 120 1 96 74.0 71.2 2010 1800 30-60 O For altitude above 2,000 ft. reduce ratings 4% for each 1,000 ft. above sea level. GUX UNITS COMPLY WITH EMISSION REGULATIONS USING TECHNOLOGY DEVELOPED BY THE AMERICAN GAS ASSOCIATION LABORATORIES WITH FUNDING FROM THE GAS RESEARCH INSTITUTE. BEFORE PURCHASING THIS APPLIANCE, READ IMPORTANT ENERGY COST AND EFFICIENCY INFORMATION AVAILABLE FROM YOUR RETAILER. For L.P. conversion use LPX -00 kit for units equipped with a Robertshaw ignition or LPE-03 for units equipped with an Essex ignition system. Specification Data FlPrtriral Characteristics 115/1/60 Gas Service Connection 1/2" FPT Model GUX Motor H.P. Blower Dlam. Width Vent Diam.In. Filter$ Slzeln. Fla. Electrical Max. Fuse Ship Wt. 040-3 /h 10 6 4 14x28 5.5 15 135 060-3 1/3 10 6 4 14x28 5.5 15 155 080-4 1/2 10 8 4 17x28 7.3 15 175 100 5 3/4 11 10 5 201/2x28 9.8 15 200 120 5 3/4 10 6(2) 6' 24x28 9.8 15 240 $ Filter sized for bottom, cut for side application 'Oval. Dimensions FRONT DUCT FLANGE MAX. OPENING 201/4 Max. 31/z 3/4 171/6 —1 r-- 8 Clearances from Combustible Materials (all models) MODEL GUX Elec. B C a3/16 14 121/2 Gas 080-4 171/2 16 16 100-5 23 — 19/2 19'/2 120-5 241/2 23 1--- 21/4 1 26/3/16 15 I I I I I 13/8 24 28 -- —•1 Clearances from Combustible Materials (all models) MODEL GUX A B C 040-3 060-3 14 121/2 121/2 080-4 171/2 16 16 100-5 21 19/2 19'/2 120-5 241/2 23 23 BOTTOM PLATE LL—1 Optional clip in bottom plate (Bottom closure must be in place for side return application) 24 Ga. Galv. Steel. urnace Width /a 14 V18214-0340 /8 .17'/2 5/a 21 1/8 24'/2 SIDES REAR TOP FRONT' 0 1.. 6„ 1" 'Accessibility clearance shall take precedence where greater VENT SINGLE WALL B-1 6" 1 NOTE: SPECIFICATIONS AND PERFORMANCE DATA LISTED HEREIN ARE SUBJECT TO CHANGE WITHOUT NOTICE. x0401 CondenserApprox. Fan Dia. Fm In. RPM .Liquid Suction Type Shipping. At. CE19-1E 1S 1080 3/8 5/8 Sweat 147 CE25-1E IS 1080 3/8 3/4 Sweat 152 CE30-IR 18 1080 3/6 3/4 Sweat 175 CE36-IE 22 1080 3/8 3/4 Sweat 210 CE42-IE 22 1080 3/8 3/4 Sweat 225 CE48-IE 22 1080 7/8 7/8 sweat 270 CE60-lE 22 1080 3/8 716 Sweat 265 Suction - Conn. Uquld Conn. 1.1/1" Oia. Power I i I i i I i bimensional Model CE36-4 i r I W, Die. _.. W111 1-7/8'• Channel Dimensional Data Model CE19-30 Electrical Data 11r 1/r 1/2 1/2 ............. ........b Condenser Evaporator Total Sensible COMPONENT DATA SRN/ Nodal model DTU11 DTUH BEER :RN/ U18/UC18 17600 17000 10.00 Volta RLA LAA U24/UC24/H24 18000 17700 10.00 10.5 20 UD24/UDC18-30 18000 17700 10.00 1.] 1.3 1/6 1/6 Am18-XX 17400 12800 10.00 20 25 CE19-1E A18 -XX 1760017000 50.0 10.00 ' CE25-lEC EF18-XX+UDCIB-30 17600 •:13000 10.00 197 253 Am24-XX 18000 13700 10.00 CE25-lE6 208/2]0 A24 -XX. 18000 17700 10.00 257 1).S U24/UC2427600 1.3 17400 10.00 •v- 1 UD24/UDC 18-70 27600 17400 10.00 14.7 76.0 U30/UC70 24000 18200 10.00 1 19.7 18.9 HE31 24000 18200 10.00 79.7 CE25-IE UE31/UCE71 24000 18200 10.00 8.0 3S AN24-XX/A24-XX 27600 17400 10.00 1.8 1/4 EF24-XX+UDC18-30 27600 17400 10.00 40 197 AN30-Xx/A70-XX 24000 18200 10.00 1/4 CE42-1EC U30/UC30 29200 21900 10.00 197 257 UDCIB-30 29200 21900 10.00 CE42-LEB 208/270 H36/11 831 29400 22700 10.00 -25 ..x,21.5 U36/UC36 70000 27100 10.00 208 2J0 UD36/UDC76 70000 27100 10,00 =20..0= CE30-1E UE71/UCE71 70000 21100 10.00 e.0 35.6 H937 70800 24000 1020 175.0 142.0 1.8 1.8 OE77/UCE37 30600 24000 10..20 37.8 60 Am30-XX 28600 21200 10.00 A30-xx 29200 21900 10.00 ' RF30-XX+UDC18-30 29200 21900 10.00 A36 -XX 30000 27100 10.00 H36 77000 24800 10.00 U36/UC36 37600 25300 10.00 UD76/UDC76 33600 25200 10.00 - U43/UC43 34000 25800 10.00 CE36-1E UE37/UCE37 75000 37300 10.30 0.2 ' HE77 15000 27700 10.30 A36 -XX 77600 25200 10.00 EF36-XX+UDC76 37600 25200 10.00 A43 -XX 74000- 25600 10.00 H48 79500.;'28800 10.00 U43/UC43 39500 .''20800 10.00 UDC4B-60 79500 28800 10.00 UE49/UCE49 40500 .`30000 10.00 CE42-IE U49/UC48/UD46 40000 30400 10.00 8.4 HE49 41000 71570 10.10 A47 -XX 39500 28800 10.00 EF43-XX+UDC48-60 39500 28800 10.00 A48 -XX 40000 70400 10.00 H48 44000 72100 10.00 U,1jUC48 444500 44500 =32500 31500 -77-8VU x'30.00 10.00 UE49/UCE49 44500 1 U60/UC60 45000 34200 10.00 CB18-1E HE49 45000 34200 10.10 H60L UE61/UCE61 46000 46000 35800 75800 10.00 10.10 1,-•` HE61 46000 75800 10.20 + A48 -XX 44500 32500 10.00 i EF48-XX+00048-60 44500 32500 10.00 A60-00 45000 74200 U60/UC60 56000 42000 UE61/UCE61 56000 42000 U060/UDC48-60 56000 42000 T10 006.4 CE60-IE H60L 56000 42000 HE61 57000 47700 A60 -XX 55000 41200 EF60-XX+UDC48-60 55000 41200 IniE: X= of eeeeda DesgnKe fbNk mea OuanM. See A Sart SPKMC"m la nKklC NOOftrVV- Model Volts PE ELECTRICAL SUPPLY REQUIRED COMPONENT DATA Ili la 4Max. Overaurrant Mie. Max. Cospressor Coad. Fan Mp, Protection Volta Volta RLA LAA FLA 8P CE19-IEC 208/230 1 10.5 20 197 197 253 257 8.4 9.6 48.0 58.0 1.] 1.3 1/6 1/6 CE19-lEB 208/2]0 1 17.1 20 25 197 257 10.9 50.0 1.3 1/6 CE25-lEC 208/230 1 15.0 25 197 253 12.1 57.0 1.3 1/6 CE25-lE6 208/2]0 1 16.4 70 197 257 1).S 76.d 1.3 1/6 CE30-IEC 206/230 1 _ 16.2 30 197 257 14.7 76.0 1.3 1/6 CE30-IEB 208/270 1 19.7 18.9 35 197 257 17.7 79.7 1.9 1/4 CE36-lEC 208/230 1 21.4 3S 197 253 15.7 82.0 1.8 1/4 CE76-IEB 208/230 1 27.1 40 197 253 20.2 97.0 1.8 1/4 CE42-1EC 208/230 1 26.0 40 197 257 19.3 97.0 1.8 1/4 CE42-LEB 208/270 1 1 28.x=, 4 _.91 -25 ..x,21.5 1,-4._ 1.8 1/4 r CE 208 2J0 x+26...8.,... .. 45 a19.7. 253 =20..0= x.110.«O. 1.8 . •-.1/4.... 1/4 v4 CE60-IEC ,.208/.270 208/270 .i' Ll+t 1 35.6 60 197 197 247 257 27.0 28.8 175.0 142.0 1.8 1.8 1/4 CE60-lEB 208/270 1 37.8 60 'May use (uses or HACR type Circuit Breakers of the same size as noted B -Bristol Compressor C -Copeland Compressor NOTE: SPECIFICATIONS AND PERFORMANCE DATA LISTED HEREIN ARE SUBJECT TO CHANGE WITHOUT NOTICE. s.. ` -Certificate of Compliance: Residential (Page I of 2) CF -1R FQANK 0 I Project Title Date t QLZOT , I oT 10 ' Project Addrm JOHN H. HACKER 327-4565 Building Pamit 0 Documewatim Author Tatepbow Checked By /Date POINT SYSTEM 15 Compliance Method (Package, Point Syttero or Computer) Climate Zona Enforcement Agency Use Only GENERAL INFORMATION Total Conditioned Floor Area: 1492 62 Building Type:' X Single Family Hotel/Motel (check one or more) Multi -Family (less than 4 stories) Addition Multi -Family (4 or more stories) Existing -Plus -Addition Front Entry Orientation: North's South / West / All Orientations (circle one or more) Number of Dwelling Units: Floor Construction Type: lab Raised Floor (circle one or both) Infiltration Control: Jtardaight (circle one) BUILDING SHELL INSULATION Component Insulation Location/Comments Type R -Value (attic, to garage, typical, etc.) Grl Wall .............. R' 11_ FRAME WALLS*: X114 Roof ............. R-38 TYPICAL ,9 Roof ............. IFOF CAt%ir Floor ............. Floor ............. Slab Edge ..... 0 TYPICAL GLAZING Shading Devices Glazing Area Glass Type Interior, ' ' Exterior Overhang Framing Type Orientation (SI) (single, double) (roller blind, etc.) (shadescreen etc.) (yes/no) (metal/wood) Front.... (E) x4, DOUBLE VERTICAL BLINDS NONE YES WOOD Front.... ( ) WH I TE _ Left...... VERTICAL BLINDS HONE YES WOOD Left...... ( ) WHITE Rear..... (t,v) 58 DOUBLE VERTICAL BL I NDS NONE= YES wnnD Rear ..... ( ) WHITE Right .... (N) _Ii0 DOUBLE VERTICAL BLINDS NONE YES WOOD Right.... ( ) WHITE -- — Skylight....... to DOUBLE NONE NO Skylight....... . THERMAL MASS Type/Covering Area Thickness (slab/exposed, tile, etc.) (SO (inches) Location/Description (kitchen, bath, etc.) SLAB/EXPOSED 1150 3 1/2'' KITCHEN/BATH/ENTRY Certificate of Compliance: Residential (Page 2 of 2) Cly -llt Project Title Data 7— HVAC SYSTEMS Maximum Furnace Heating Output: Btuh HOT WATER SYSTEMS . Tank Manufacturer/Model N System Type (storage gas, etc.) Capacity (or approved equal) Special Featum(s) STORAGE TANK EoGAL NONE SPECIAL FEATURES/REMARKS (Add extra sheets if necessary) COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title 24. Chapter 2-53 and Title 20, Chapter 2, Subchapter 4, Article 1 of the California Administrative code. This certificate has been signed by the individual with overall design responsibility and the building owner, who shall retain a copy of it and transmit the certificate to any subsequent purchaser of the building. When this certificate of compliance is submitted for a single building pl.arl to be built in multiple orientations, all building conservation features which vary arc indicated in the Special Featums/Remarks section. Designer ;- Nance: Title/Firn: Address: Telephone Lie. N: (signature) (date) Documentation Author Nom: JOHN H. HACKER 6 ASSOCIATES Title/Firm Address: _4501 E. SUNNY DUNES, SUITE C PALM SPRINGS. CA 92264 Telephone: 4tW 327-4565 0 signatu (date) Porth Revised Mamb 1988 Building Owner. Name: Title/Firm: Address: Telephone (signature) (date) Enforcement Agency Nana: Agency: Telephone: (signature or stamp) (date). Minimum Duct Type (furnace. air Efficiency Location Duct Output Manufacturer / Model 0 eonditinner. heat pump ! SSE, SEER,HSPF) (attic, etc.) R -Value (Btuh) (or approved equal) FURNACE 72% SE ATTIC R-2.1 DAY & NIGHT — 394 J AIR COND. 9. SEER ATTIC R-2.1 DAY t; NIGHT — 568 EJ Maximum Furnace Heating Output: Btuh HOT WATER SYSTEMS . Tank Manufacturer/Model N System Type (storage gas, etc.) Capacity (or approved equal) Special Featum(s) STORAGE TANK EoGAL NONE SPECIAL FEATURES/REMARKS (Add extra sheets if necessary) COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title 24. Chapter 2-53 and Title 20, Chapter 2, Subchapter 4, Article 1 of the California Administrative code. This certificate has been signed by the individual with overall design responsibility and the building owner, who shall retain a copy of it and transmit the certificate to any subsequent purchaser of the building. When this certificate of compliance is submitted for a single building pl.arl to be built in multiple orientations, all building conservation features which vary arc indicated in the Special Featums/Remarks section. Designer ;- Nance: Title/Firn: Address: Telephone Lie. N: (signature) (date) Documentation Author Nom: JOHN H. HACKER 6 ASSOCIATES Title/Firm Address: _4501 E. SUNNY DUNES, SUITE C PALM SPRINGS. CA 92264 Telephone: 4tW 327-4565 0 signatu (date) Porth Revised Mamb 1988 Building Owner. Name: Title/Firm: Address: Telephone (signature) (date) Enforcement Agency Nana: Agency: Telephone: (signature or stamp) (date). -Mandatory Measures Checklist: Residential MF -111 NOTE: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (') may be superseded by more stringent compliance requirements fisted on the Certificate of Compliance. When this checklist is incorporated into the permit documents. the features noted shall be considered by all parties as binding minimum component performance spocifications for the mandatory measures whetter they aro shown elsowheso in the documents or on this checklist only. DESCRIPIa['tON Building Envelope Measures ' 12-5352(a): Minimum ceiling insulation R-19 weighted average. 12.5352(b): Loose fill insulation manufacturer's labeled R -Value. 012-5352(c): Minimum wall insulation in framed walls R-11 weighted average (does not apply to exterior mass waW). 12.5352(k): Slab edge insulation - water absorption rate no greater than 03%, water vapor transmission rate no greater than 2.0 pmVinch. 42.5311: Insulation specified or installed motto California Energy Commission (CECT quality standards. Indicate type and form. §2-5352([): Vapor barriers mandatory in Climate Zones 14 and 16 only. 42-5317: InfltratioNExfiltrationControls ' L Doors and windows betwoen conditioned and unconditioned spores designed to limit air leakage. b. Doors and windows cortifued. c. Doors and windows weathermippmd; W joints and pantrations caulked and scaled. 12-5352(e: rd). Special infiltration barrier installed to comply with 12-5351 comets CEC gyality stand 42-5352(d): Installation of F la 1. Masonry and factory-built ueplaces have: L Tight fitting. closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots Wowed. HVAC and Plumbing System Measures 42-5352(g) and 2-5303: Space conditioning equipment sizing: attach calculations. 62-5352(h) and 2.531 S: Setback thermostat on all applicable, heating systems. ' 12-5316(a): Ducts constructed, installed and insulatbd pu Chapter 10.1976 UMC. 12-5316(b): Exhaust systems have damper controls. /, 02-5314(c): Gas -food space heating equipment has iglorm! nt ignition device. 12-5314: HVAC equipment; watts beam, Owmaheaids and faucets aertUW by ilio CEC: ¢2-5352(1): Water heater insulation blanket (R-12 or greater) or combined interior/exteriar insulation (R-16 or groat"); fust 5 feet of pipes closet to tank insulated (R-3 or groat"). 42.5312(FAcc)tion 1): Pipe insuladon on steam and steam condensate return tit recirculating piping. 12.5318(d): Swimming Pmol Heating 1. System has: L ONoff switch on heater. b. Weatherproof instruction plate on haat". c. Plumbed to allow for solar. 2. 75 percent thermal efficiency. 3. Pool cover. 4. Time clock. 5. Directional water inlet. Lighting and Appliance Measures ;2-53520): Lighting .25 Itunw lwatt or greater for general lighting in kitchens and batluooms. . §2-5314(c): Gas fired appliances equipped with intermittent ignition devices. 02-5314(a): Refrigerators, mfrigerstor-frowns. fteezera and tlauorescent lamp ballasts certified by the CEC. Indicate retake and model number. Pam RsvbW Dec tuber 1997 DESIGNER I ENFORCEMENT ®r I NA I ~ . ' JOHN H. HACKER, CIVIL ENGINEER, PALM SPRINGS 327-4565 NAME ------- FRANK GRECO ADDRESS ---- LA QUINTA / LOT 10 DATE ------- 11/9/88 MANUAL J FOR COOLING LOSSES AND HEATING LOSSES AREA BLDG 1492 SQ. FT. PERIMETER 165'7778 SQ. FT' INSULATION R VALUES .FLOOR 0 ..CEILING 38 ..WALL 11 AREA NORTH WINDOWS 16 SQ.FT. PERCENT OF AREA 1.072386 AREA EAST WINDOWS 36 SQ.FT. PERCENT OF AREA 2.412869 AREA SOUTH WINDOWS 34 SQ.FT; PERCENT OF AREA 2.278821 AREA WEST WINDOWS 58 SQ.FT. PERCENT OF AREA 3.887399 AREA SKYLIGHTS 0 SQIFT. PERCENT OF AREA 0 ' TOTAL WINDOW AREA 144 SQ.FT. PERCENT OF AREA 9.651475 THE U VALUE OF THE.WINDOWS IS .65 DUAL PANE / ' THIS BLDG USES DRAPES & FLAT SHADING DEVICES* ON WINDOWS (*mini -blinds, rollar shades, venetian blinds`or vertical blinds) THE TOTAL S.C. OF THE WINDOWS IS 0.30 , SOUTH OVERHANG LENGTH 2 INTERIOR THERMAL MASS AREA = 150 SQ FT. INFILTRATION (STD 0.018, MED 0.014, TIGHT 0.012) = .018 ' HEATING LOSSES FOOTING LOSSES... 5755.804 BTU CEILING LOSSES... 1170.937 BTU WINDOW LOSSES.. 2901.6 BTU WALL LOSSES.... 0314911 BTU INFILTRATION LOSSES... 6660.288 BTU TOTAL HEAT LOSSES BTU/HR.. 19420.54 GAS FURNANCE SIZE 40166.7 BTU OR 45'000 BTU COOLING LOSSES FOOTING LOSSES... 2475.615 BTU CEILING LOSSES... 1510.886 BTU WINDOW LOSSES... 7290 BTU WALL LOSSES.... 3783.111 BTU INFILTRATION LOSSES... 2864.64 BTU NO..OF PEOPLE... 5 COOLING LOSSES... 2000 KITCHEN... 1500 BTU DUCT LOSSES INCLUDED IN TOTAL TOTAL COOLING LOSSES 27153.53 BTU ..' -. . ' POINT SYSTEM SUMMARY:CLIMATE ZONE 15. P -2R PROJECT TITLE=FRANK GRECO DAIE=11/9/88 ' JOB SITE=LA QUINA / LOT 10 BUILDING DATA CONDITIONED FLOOR AREA= 1492 NUMBER OF STORIES= 1 SLAB/RAISED FLOOR SLAB TOTAL GLASS AREA 144 SQ.FT %GLASS 9.651474 CHECK ALL APPLICABLE UNIT TYPE CONDITION(S) (X) SINGLE FAMILY DETACHED (SFD) ( ) ADDITION ALONE ( ) SINGLE FAMILY ATTACHED (SFA) ( ) EXISTING BUILDING ( ) MULTI -FAMILY -(MF:) () EXISTING -PLUS -ADDITION SCORE CARD MEASURES POINT SCORES 1.CEILING INSU. 38 ' 0 2.,WALL INSU. 11 -8 3.RAISED FLOOR INSU 0 / 0 4.SLAB EDGE INSU 0 0 5ANFILTRATION STANDARD ` 0 6.GLASS HEAT LOSS DOUBLE PANE U=.65 . 7 SUM 1-6= (-1 7.SHADING (SHADE OPEN) SC= .6776 A. NORTH 0 B. EAST 0 _ D. SOUTH 0 E. WEST 1 ' H. SKYLIGHT . 0 S. SHADING (SHADE` CLOSED) SC= '2552 A. NORTH 0 B. EAST 2 C. SOUTH 4 D. WEST 3 E. SKYLIGHT SC= 0.77 0 9. INTERIOR THERMAL MASS 1.005362 10.EXTERIOR WALL MASS 0 0 SUM 7-10 =( 7 ) 11.HEATING SYSTEM 72 S.E. 0 12.COOLIN0 SYSTEM 9.100001 SEER 13 WATER HEATING S.G. 0 TOTAL POINTS 2 GLASS AREA 16 36 34 58 o % GLASS -3 -4 1.0723B6 2.412869 2.278821 3.887399 0 c 1 Design Information I TC(D+L)= 30.0 ;;SF' 5 1 Plating Information BC(D+L)= 10.0 PSF I URC DWG NO. P79-3010-UP2F-1OG4 TLCD+L)= 40.0 ?SF JT. MAX-SPANS(FT-IN) HYDRO -NAIL LOCATION(IN) SHT PiO. 22 DATK 3/23/79 STRESS INC = 1.25 NO. OF HF PLATE SIZE: --X-- --Y-- J 1 26- 31- 7 9 2F- 3 31- 4 3 2 1/2 X X 6 o PT PT 2 1 Maximum Chord Spans (Ft. -In.) 33- 4 32-11 3 1/2 X 6 PT LU`"BER GRACE TDP Ci:O?D BOTTOM CHORC 36- 1 37- 8 3 X 6 PT =DOUGLAS FIR= 2X4 2X6 2X4 2X6 44- 5 43-1.1 3 1/2 X 8 PT NC 2 37- 4 56- 0 36- 5 46- 5 47- 7 47- 1 3 X 10 PT NO 2 DENSE 40- 1 56- 0 41- 0 54- 6 50- 0 49- 5 3 1/2 X 9 PT u0 1 41- 2 56- 0 42- 1 56- 0 :f5- 6 54-10 3 1/2 X 10 PT NO 1 DEMSE 43-10 56- 0 46- 5 56- 0 56- 0 56- 0 4 1/2 X 10 PT (NEEDS 2X6 TC) SEL STRU 43-11 56- 0 46- 9 56- 0 DEN SEL STRU; 45- 9 56- 0 51-10 56- 0 J 2 56- 0 56- 0 1 X 4 PT. =HEN FIR= NO 2 32-11 50- 3; 30-30 41- 1= SJ 2 51- 6 51- 6 4 1/2 X 5 PT 5 1 1/4 NO 1 37- 0 55- 0. 35- 7 52- 49 56- 0 56- 0 7 X 8 PT + 6 1 3/4 SEL STRU 39- 9 56- 0. 40- 0 52- 4- wRE0UIRES.2X6 BEARING =REQUIRES 2X8 BEARING J 3 56- 0 56- 0 2 1/2 X 4 PT 4 J 4 53- 2 52- 7 3 X 4 PT 3 2 3/A 56- 0 56- 0 3 X 5 PT 3 3 1/e J 9 56- 0 56- 0 2 1/2 X 6 PT 3 Web Requirements (Ft. -In.) SJ 5 46- 53- 2 5 46- 2 52-10 4 5 1/2 1/2 X X 6 6 PT PT 1 2 1/4 1/4 UNERACEDBRACED 2X4 WFRS WI,W2 W3 W4 11,W2 W3 W4 56- 0 56- 0 7 X E PT 3 3/4 STD -DF 56- 0 41- 6 56- 0 56- 0 56- n 56- 0 CON-nF 56- 0 41- 6 56- 0 56- 0 56- 0 56- 0 JIO 56- 0 56- 0 2 1/2 X 4 PT 3 1/4 2 1/2 STD -HF 56- 0 39- 0 56- 0 56- 0 52- 9 56- G CON -HF 56- 0 39- 0 56- 0 56- 0 52- 9 56- 6 SJ10 36- 3 35-10 4 1/2 X 5 PT 5 1 1/4 2X6 WEBS 43- b 43- 0 5 1/2 X 6 PT b 2 1/4 NO2-DF 56- n 41- 6 56- 0 56- 0 56- 0 56- 0 7 X 6 PT F 3 3/4 NO2-HF 56- 0 41- 6 56- 0 56- 0 CHOPO C 2 SPLICE 52- 8 0?TIDES 52- 8 3 X 4 PT 4 1 Force Information L=Span (Ft.) 56- 0 56- 0 3 1/2 X 6 PT CHORD FORCES WEB FOPCES JOINT LOADS C 1= -100,9L W 1= -11.7L J 1= 8.1L C 9 30- 9 30- 9 3 X 4 PT C 2= -91.OL w 2= 14.8L J 2= 10.3L 35-11 35-11 3 1/2 X- 6 PT C 3= -63.2L W 3= -22.0L J 3= 9.6L 46- 2 46- 2 4 1/2 X 6 PT C 9= 78,OL w 4= 30,5L J 4= 9.6L• 56- 0 56- 0 5 1/2 X 6 PT + C10= 95.FL J.9= 4.8L REACT= -40.OL J10= 5.1L PLATES MAPKED + PEOUI7.E 2X 6 CHUHDS DESIGNED IN ACCORDANCE WITH TPI -7b ANC NCS -77 GROSS PLATE: RATING(PSI) FOF PT=171(CF), 169(HF) NOTES: 1. Cut all members to °ear. , •:: "`...... e-, •.-%,,,.,; 12 •i, 2. Center all olates on botn sines of joint •"' `•,' ': ' . c` ' ;, / ` unless X Or Y IOCatiOns are scebified. iIU:S :$'.` :' 3. The truss la DnLOUT^_;.a,, C ` ` .` wwr h resoonsible rofs,, 1. oro-oe olaung for nanobng as required. par _ ••., „ ,• \:^.?; See Usage Guioe. ns a See Table 3 for web lateral bracing ••;. C 4 crr,' ,eau irements. P2: 6 X J10, P, - s a OF it, Y _ . .erne ,+ t2 © < ,VADN). i L X ,J1 SLOPE •'c Z . y rr z' =•` G. 9 S `ti X h' _. G' • ',b ! -.'a •taiza Z iJ- `. .. L= y C10 1— C 9 5p' (1- TYPE 1000 . °FapIN, PIC.L 2r S l 4-6 P9, i- 2S __,v n is :iLl 7 SPAN- L Uec CODE zt- oii O.C. Deagn ralri only to use •rt ttyofo-Ari connectors. This truss is oosgneC u an naivbual Duilovig comomern. 4/12 SL0PE PT PLATES e a to be ncorboratea into a Dwlang ongir at the uwarmion of lite oesionet o sao oui111u10. Bracing sxcneq is to moal s n,0.1 of nanowl truss members only. &=out oacng of uie overall struciwe may `_ ' DOUG FIR b HEN F I R De reou+ea. For general g:'aance see Ilrsc11r19 Moaa Truaaoa'. For soecmc truss oacno teawremems contact Duiorq oesgnei. For rtlommon iegaron0 lav"'On. owmy Dontml. S OMe. oetrrery, Becton ano nacng of roues. cow Ire Owity Carnal Waur rob Tw Ra +a,a 1 Cane or Suaaaara PnaW. EINCINEERING.INC. 20/10/0/10= 4 0 P S F 0 1.25 'AnuaM rw Inas Pine ns,a;ite. 7411 Rggs Roar. Hya:tsriue. Marywifl. 20783. BOX 77359. ST. LDUIS. MO. 63177 -6e ail 1 4'-o" . . 31/2" S SEE NOTE 7 (TYP.) " PZ sto op• 4 ` TRUSS IS SYMMETRICALr. J4 ° f; ;' P4 ` ABOUT THE CENTERLINE O Q Hu r G •h at s ` E , ? Pl P3 I vron r..c ° 1. 'y,a^sn.• • i sp vs'"'G- A I I 7 Detail 2 4,_0" O.C. -3 1/2" JQ1 3 ' _- `!' `r' .+.. +. ;:;• . . S SEE NOTE 7 I(TYP.)I ` I C1 1 a_ 'rte o' 1 t•"-+ ' 4 d` `- 7 P 2 I 7P5C10 Q C9 ;00A Let, r ` ;-_.• `,` te teo/ wI P3 - Pi J10 J9 ` srrttmlt _ ' u¢yae t+ Q •1 I •c¢a - - 'c=lot t r SPAN L ovrc At VAX4rQ42Ds1 Detail 3 HAXIMUM STUB LENGTH PER DETAIL (ta -IN) --2X4 60'1'0" CHORD----- ----2X6 EOTTOH CHGRD----- DETkIL 2X4 TC? CMD 2X6 TOP CHD 2X4 TOP CHD 2X6 TOP CH P7 O 1 1-00 1 -OS 1-06 1-11 S P6 2 1-07 1-10 2-01 2-04 MAXImUn STUB LENGTH FOR DETAILS 3,4,5,6 BASED ON OVERALL SPAN -------------2X4 BOTTOM. CHORD----------- K,1 W L = 36-00 38-00 40-00 42-00 44-00 46-00 4B-00 50-00 STRUT DETAIL 3 5-06 5-11 E-02 6-06 6-11 7-02 7-07 7-11 DETAIL 4 F-05 B-11 9-05 9-11 10-05 10-11 11-05 11-11 DETAIL 5 11-03 11-11 12-07 13-03 13-11 14-07 15-03 15-11 DETAIL 6 16-00 17-00 18-00 19-00 20-00 21-00 22-00 23-00 P8 P9 ------2X6 BOTTOM. CHORD------------------- L = 42-00 44-00 46-00 48-00 50-00 52-00 54-00 56-00 DETAIL 3 6-11 7-03 1-07 7-11 6-02 8-07 B-11 9-02 Detail 4 DETAIL 4 10-02 10-08 11-C2 11-08 12-02 12 -Oe 13-02 13-06 pETAIL 5 13-05 14-01 14-09 15-05 16-01 16-09 17-05 18-01 DETAIL 6 15-00 20-00 21-00 22-00 23-00 24-00 25-00 26 -OU -P11 ----------------------------------------------------------------- Sn10 PLATE SIZBS FOP. J0INT S SNC'W?) PER OVERALL SPAR (PLATES NOT -00 566 --JO 0DED) / PLATE SG -CO 56-00 PLAT= 5C P 1 4 1/2 X 4?T 4 1/2 X 4?•I P 2 4 1/2 X 4PT 4 1/2 X 4PT P 3 3 X 6PT 3 X 6PT P 4 3 1/2 X 6PT 3 X10PT u2 P 5 3 1/2 X 6PT 3 X10PT P 6 1 X 4PT 1 X 4PT - P 7 3 X 6?T 3' X 8PT P 8 3 X eF-. 3 1/2 X10PT P 9 2 1/2 X 6PT 2 1/2 X 6PT ?10 4 1/2 X 4PT 3 1/2 X 7PT P11 2 1/2 X 4?T 2 1/2 X 4PT P12 2 1/2 X 6PT 3 X 6PT t -P13 3 X ?PT 3 X 9PT P14 2 1/2 X 6PT 2 1/2 X 6PT ?6 LP12 ?15 3 X 6PTr'" • P13 6 P17 3 X 4PT 3 X 6PT P1 3 X GPT 3 X BPT Detail 5 Detail 6 S r1J - IV ,to ----------------------------------------------------------------- SPECIAL WE? AND STRUT L'JR3ER FOR DETAILS BASED ON SPAN -----SOFT-CIN yAX SPAN----------56FI-0Ik MAX SPA;: ----- DETAILS 3 4 5 6 3 4 5 6 STRUT 2X692V 2X8;19 ',1 2X4e2 2X4=2 2X412 2X4e2 W2 2X41:2 2X422 2X492' 2X492 2X492. 2X4929 W3 2X02 2X492 2X492 2X492 2X492 2X492 NOIE: ASTFFISK (•) D=110TES PIDPOINT LATERAL EFACING REQUIRED PLUS SIGN (+) DENOTES TWU P.O'.S OF LATE?AL 9PAC71,IG REQUIRED P6 ?LATE SLOTS APE V:?TICAL. RIO A(iD P17 PLATE SLOTS ARE HORIZONTAL. ALL OTHER JOINTS HAVE PLATE SLOTS PARALLEL TO C) -.CMC - REFER TO uYCRO-AIR CRAWING MUNbER R79-2310-LIP2F-1054 YUH ALL DESIGN DLT r. :':C? SHOwti Ot. '.HIS SHEE? AFD FGR SF•ACED PLATE SIZES. Standard Notes: 1. Cut all nerrbers to bear and center all plates on both sides of the joint unless otherwise noted. 2. Select the detail whnse maximum stub length (S) equals or exceeds the desired stub length (S). 3. Data pertaining to stub length ;S) may be linearly interpolated. 4. For any detail except detail 1 6 2, consult the special web and strut luDder table for all applicable web members. 5. The end vertical is to be the sarre size and grade as the top chord. 6. .joint splices are not pernli:ted in this truss. 7. For detail 1, use a slider the sane size and grade as the too chord and for detail 2, use a slider one size larger and the same grade as top chord. 1000 Stub DWG, 140. S80-2310-UP2F-1054 Design rand only to use with HyCro-Au connector, In,$ truss is destpio as an mowidual budding comDOnent. n Is 10 be mCorooiated into a building Oesrpn at the SOecdrCallDn of the Designer 01 said bunOng Bracing SDeCnled rs IOM lateral suDDdn 01 MONIGuat truss memOerS only AOOnrOnal bracing of the overall structure may D? reouned For gene:al quraan;e see Bracing Wood Trusses'. Fo: SDetifrc truss D:aung reourremenis contact builodq Oesigner For ml0lmauai re;ardmg IaunCa:ron. duality corium. SIOrage, delivery erection and gracing of cusses. Consult the Oualdy Cuntrol Manual' and the Recommended Code of Standard "act I"*. -Avalla01e from Truss Plate Institute. 2400 E. Devon Avenue, Des Plaines, Illinois, 6001a W Myst p A1r Lngj.aMr ". the. URI v UPC CCOE 2'- 0" O.C. I I 4/12 SLOPE PT PLATES DOUG FIR b HEM FIR ENW 1V EER/MG,1 /V C- BOX7359.ST.LOUIS.MO.63177 16/ 7/0/10= 33 PSF a 1.25 W Myst p A1r Lngj.aMr ". the. URI v TYPE' 800 GIRDER LUMBER REQUIREMENTS •• MAXIMUM TIE-IN SPAN TABLES TRUSS TYPE 800, 4,00/12 SLOPE, GIRDER TRUSS DESIGNED ACCORDING TO IPI -74 AND 1973 NDS 4U.0 PSI TOTAL UNIFnRN LOAD TCLL = 20.0 TCDL 10.0 DCLL • 0.0 BCDL 10.0 SVACING • 2GIN. O.C. ALLOWABLE ST RC SS INC RF ASE = 1.25 PUTT CUT • 0.25'. N. 1-}fj-7S T ry 2 1 6 IOP CHORD, 2 A 6 BOTTOM CHORD 2 T 6 TOP CHORD, 2 1 8 BOTTOM CHORD NO 1 S DRY/GRN DOUG FIR NO 1 S DRY/GRN DOUG FIR GIDDER SPAN 1 -PLY ?*SCAB 2 -PLY ?-SCAB 3 -PLY 34SCAB 4 -PLY GIRDER _PAN 1 -PLY 14SC AB 2 -PLY 24SCAB 3 -PLY 3 -SCAR 4 -PLY 12 2? -n1 2?. -06 45-06 5U-00 50-00 50-00 50-00 12 • • • • 6- tc t7 -Oe 23-01 la -OS 43-04 30-3J 30-00 30 -UO 14 22-U4 27-09 46-01 50-00 50-00 5n -U0 Sn-00 16 14-U3 19-02 29-10 55-11 45-05 50-00 50-00 16 1e-05 23-33 38-04 44-04 5O -CO 3O-173 50-33 1E 1t -1)S T6 -O3 25 -UO 30-04 3t-02 43-11 50-00 1R 15-07 19-10 32-06 37-11 49-05 SG -00 52-03 20 9-11 13-10 21-01 25-11 32-03 37-06 43-05 20 13-03 17-02 27-11 32-10 42-07 48-00 53-30 22 6 -US 11-11 18-00 22-04 27-07 32-03 37-02 22 11-06 15-01 24-04 28-10 37-n2 42-C1 50-33 24 7-02 10-05 15-06 19-05 23-10 28-00 32-01 24 10-70 13-04 21-05 25-06 32-09 17-03 44-01 ) 26 5-02 7-31 13-06 17-00 20-39 24-07 28-01 26 8-13 1 1 -11 19-00 22-09 ?9-01 33-03 39-03 2e 6 -OU, 11-10 15-01 18-03 21-09 24-08 28 7-09 10-07 16-10 20-05 25-11 29-09 SS -U3 3U 7-02 10-05 13-05 16-32 19-04 21-11 30 6-11 0-06 15-00 18-04 23-02 26-09 31-34 326-05 9-03 12-00 14-05 17-04 19-07 32 6-02 8-37 73-06 16-07 2U-10 24-02 28-32 14 8-G3 10-10 12-11 15-08 17-07 34 7-10 12-02 15-01 18-10 22-00 25-36 36 7-05 9-U9 11-09 14-02 15-10 16 7-01 11-00 13-09 17-01 ZO-01 21-03 18 6-08 8-10 10-06 12-10 14-05 38 6-06 10-00 12-07 1S -C7 le -04 11-02 40 6-01 6-01 9-37 11-09 13-01 40 9 -OZ 11-07 14-04 16-11 19-75 42 - 7-05 B-09 1U-09 12-00 42 5-05 10-03 13-02 15-07 17-11 44 6-09 P-00 9-11 11-00 44 7-08 9-10 12-01 14-05 16-36 46 6-03 7-04 0-01 1P-01 1.6 7-01 9-01 11-02 13-04 15-33 46 6-09 8-05 9-04 48 6-07 B-06 10-04 12-05 14-rz SU 6-03 7-119 Y.-07 SO 6-01 7-10 0-07 11-07 13-32 P,IT TIE-IN SPAN ICF 1 -PLT DUE TO 8EA4I11.1 -1117•' Dl!•LTG FIR 2 A 6 TOP CHORD, 2 110 BOTTOM CHORD GIRDER (4C.G PSI TL AT 1.25) YO 1 S DPT/CRN DOUG FIR SPAN 2Y L PLT ?A t PLY 2y d PLT 7110 FLT 2,12 FLT CIADE' ------------------------------------------------------'- SPAN 1 -PLT ?•SCAB 2_Pli 2.5EAB 3 -PLT 3 -SCAB 4-PLl 14 17-10 26- t 3S- 5 45- 0 56- 14 25 -UO Z9-06 30-JU 50-00 50-00 50-00 50-00 It 13- 5 20- 1 27- 1 35- 1 ♦.- 2 16 20-11 24-1U 43-05 48-06 50-33 50-00 50-00 G7 10- R 16- 21-10 i•- 4 34-11 It 17-U9 21-04 37-01 41 -Oe 50-00 50-00 50-00 20 '- - 3 18- 2 23- 8 ?u 15-04 1? -GI 32-03 36-05 49-01 50-C3 50-00 31, 7- : 11- • - 5 20- 3 25- 72 1S-05 16-05 zb-04 32-32 43-02 47-05 50-00 34 6- 2 S- t 13- 5 17- B 24 11-10 14-07 25-01 29-08 39-05 42-04 50-00 3E 5- 4 ?- 5 11- 9 +5- 7 10- 5 26 10-U5 1S -U1 Z2-05 25-09 31-05 10-01 46-04 t2 4- 7 7. 5 IS- a 1.3-11 17- 4 26 7 -OS 11-,U 20-J2 23-04 31-33 34-06 41-10 40 4- 1 6- 6 - 5 1?- A 15- 8 3u _ F-05 13-1,9 15-04 21-33 2R -J2 31-05 3R -OO 5 i 3- 7 5-11 •- 6 11- 4 14- 3 37 7-37 9-U9 16-09 19-05 25-39 29-J9 34-09 !4 6-11 8-11 15-03 17-10 23-U7 26-J5 31-10 ,NOTES: 36 6-U4 5-03 14-00 16-06 21-09 24;-05 29-04 36 7-07 12-10 15-0? 19-11 22-06 27 -CO 1 `IND MAX. TIE-IN SPAN FOR L PLY FRO`? TABLE BY ENTERING 4U 7-00 11 -UO 14-31 1P-34 2L'-10 24-11 GIRDER SPAN AND BEARING PLATE SIZE. ( 42 5-05I 0-10 t3-00 17-07 19-04 23-U1 Et 6-60 10-01 12-01 15-07 1M-00 21-05 2_ TACE THE NUMBER OF BOTTOM CHORD PLIES PLUS BOTTOM CHORD G. 4G 5-04 11-04 14-00 16-10 ly-11 6-08 10-07 13 -US 15-09 1 SCAB, IF ANY, TIMES ThE L -PLY MAX, TIE -!N SPAN TO PIVD 4r -n7 SG 6-01 9-11 12-09 14-G9 17 -OS ALLOWABLE TIE-IN SPAN DUE TO BEARING. 3. IF ABOVE TIE-IN SPAN IS DEFICIENT, INCREASE THE BEARING WIDTH. A. WEBS ARE TO BE 2X o STAND DRY/CRN DOUG FIR W3 IS 2X 4 CONSTA DRY;GRN OOt:G.FIR - 4. CHART SHOWS ONLY THE TIE-IN SPAN PEAMt TT -c D, WTTh+ T`+E LATERAL BRACING REQUIRED AT MIDPOINT OF WEBS ROOF LOAD ON THE BACKS:DE OF CHE G14DER, ASSUMING 3'-O" W2, W4 FOR 1 -PLY AND I.SCAS CONDITION ONLY SPACING, ALREADY CE4UC'.`C JIj3 GENERA'_ NOTES - 1 - J2 •' 1. BOTTOM CHCRO SCABS MUST BE EQUAL TO J4 173 1 BOTTOM CHORD LUMBER GRADE AND SIZE. O THESE SCABS SH -21.11.0 BE APPLIEO T: THE BACK SIDE OF THE GIRDER, ::Cr ON TME n '$ TIE-IN SPAN S!OE. JI 6 L 3 a Cly --.•. .. BOTTCM C:•:'RD SCABS MUST BE SPLICED j 3 Y owl AT A 10.03$ JOINT LOCATION, USI:+G - fJ• it = THE OPTIONAL TRUSS CHORD SPLICE C6 C7 G6 ICS `, .; CCNNECTOA PLATE SCHEOUL`_ SHOW:+ ON . •ic^`LI- THE APPROPRIATE GIRDER SERIES PLATING RE.hCT. J8 J J6 REACT l • , C • DRAWING. _.. ! i4%' • `s •`CF•:^0 , `1lN LyL E;, 3. REFER TC APPROPRIATE GIRDER SERIES PLAT t NG DRAW INS FOR :11 1 L I NO SC HEDI'LE •'.'`ii3 °R;Ar. ' OF MJLT;-PLY GIPOER TRUSSES. 90',-70". ' +"4!. % - •;; r•r •. Il. "'('0* CHORD SCa85 Si+OULO BE CONS IDEED •w. (' :' 'a4A Tllrrj" •;'Z:. T • `.QUAL TC AN ADDITIONAL PLY FOR :_ ING PURPOSES O7ILY, S (%}/ •, (j✓ is ii i cL j^ .C• . 4112 SL]PE TYPE 300 40 PTF TL .l . Wf•`%W1 •: .., . . at 3,4 ' 4. ALL MEMBERS MUST BE CUT TO :EAR, CMDae fDaCFS "1 FOAC!S \\ •, , +/ _ ( 1•-21.6•(5.65-40.3•GI wt• 5.0.75.45• 2.5.05 ♦•y,`;!p .?•r t1 WITH ELATES CENTERED CN JOINTS UN- C 2--15.t-TS-GS -31.5-GS w2•-6.S•rs•As-14,9•cs .! 11.1x.-:raLe LESS OTHERWISE SHOWN, c 7. 20.5•rs•cs• 45.9•,3 w3• o.9•Ts•r•T• T!.D •cs JAE C •• 20.5•TS•Gs• 43.96r,i ``•LDTIc4-. 0. > i t . ✓ 'K ACACTTO%S• 10.3•Ts•GS• 20.0 -GS y 4 `t7 lo •, - 5. TRUSS CHORD SPLICES SHALL BE LOCATED / J' / ! ► aQ 1/4 GF -HE PANEL LENGTH - Jot»T LDAei MEASURED FROM )+T. 3.1.75 •GS• 5.3•GS J 7• A JOINT. 3.6•rT•GS• 2.3.47 I '!' ( TL +1s + • J 1. 1 2• O.0•rS•GS• 7.5 -GS J 1• 5.O -FS -GS- 7.5 -GS ,>t :, 3- 0.0.15.45• 7.0.45 41011' ry'•IIIr r (TT• 74:1» sFn N -FT.) y+ "• R4, 44 •i "!'<9 'l tcs- cnou SPAN -FT.) O HydrO•A/r Engineering, Inc., 1878 Hydro-Alr En-rneering, Inc. is responsible for stn'ctural design accuracy Orly, based on the design criteria shown on 800 thn dnvt*Connector plate c3lcutal:ons are villd only lar Hydro -Air connector pWles. Hyero-Alr assumes no resoon- slbillry for aunenswnal accura, 1eS:hWIC aDDeannce. labnc3Uon quallty Of untlorialty, MLI113uon of trusses. nor 1./ 1 i L J P E T N i C O D E oot overall rstrictureoeSgn. or infornaUon regardinggOncmlOn, Oualrty control, storage, dalnery, erection and ` / 1 ;/ .: / 1 v 4C. c 5 F A T briung or trusses, consult ITS Qualav ControlManual far Lgrf dferat Plate Carne -ted Wcdad Trusses-OC'•7i, and 1,15 E%W2a65Alp&,JNQ A _ Bncap Of WOOD Trusses .VJ/IuJP WT -76. Trms Plate Ins)oute, Inc„ 7411 Riggs Road, Hyattsville. MO 20783. P O BOX 7759 _ 1 0 0 U fi L A 1. c 1 R 1 SAINT LOUIS. MISSOURI 6177 ' J i 1 Design Information a Is to Ot r>corooated no a Opti design at the soe cancan of me oeslgner of said Wilding. Bracdq TC C D+L) = 30.0 PSF S Plating Information w1 W2 BOX 7759. ST. LOUIS. MO. 63177 wl UBC STD -DF 28- RC(D•L)= 10.0 FSF 0 28- 0 26- 0 CON -DF 28- 0 28- 0 28- DWG NO. R79-3010-UP2F- 6G4 TL(D•L)= 40.0 PSF JT. MAX-SPANS(FT-IN) HYDRC'-NAIL 0 28- LOCATION(IN) SHT NO. 6 DATE 3/23/79 STRESS INC = 1.25 NO. DF hF PLATE 0 28- SIZE 2X6 WEES --X-- --Y-- J 1 16-11 IE- 8 2 1/2 X 4 PT 0 NO2-PF 29- 0 2 Maximum Chord Spans 0 (Ft -In.) 22- 8 22- 5 3 X 4 PT 26- 0 2F- 0 2 1/2 X 6 PT LUMBER GRACE TOP CHORD BOTTOM CHORD =DOUGLAS FTR= 2X4 2X6 2X4 2X6- J 2 2h- 0 28- 0 1 X 4 PT (40 2 28- 0 28- 0 24- 1 28- 0 NO 7 DENSE 29- 0 28- 0 24- 1 28- 0 SJ 2 2F- 0 2h- 0 4 1/2 X 6 PT 6 1 1/4 NO 1 28- 0 28- 0 25- 5 28- 0 NO 1 DENSE 28- 0 28- 0 26- 9 26- 0 J•3 28- 0 2E- 0 3 X 4 PT 3 2 1/2 SEL STRU 28- 0 28- 0 25- 5 28- 0 DFN SEL STRU 28- 0 28- 0 26- 9 28- 0 J 6 28- 0 28- 0 2 1/2 X 6 PT =HEY. FIR= WO 2 26-11 28- 0 20- 1 25-10 SJ b 28- 0 29- 0 4 1/2 X 6 PT 1 1/4 NO 1 28- 0 26- 0 21- 5 27- 5 SEL STRU 28- 0 29- 0 21- 5 27- 5 CHORD SPLICE OPTIONS =REQUIRES 2X6 BEARING aREQUIRES 2X8 BEARING C 2 28- 0 2E- 0 3 X 4 PT C 6 28- 0 2S- 0 3 X 4 PT PLATES NARKED + HEOUIPE 2X b CHORDS 3 Web Requirements (Ft -In.) GROSS PLATE RATING(PSI) FOP P1'=171(UF), 1690-F) 6RACFD 4 1 Force Information L=Span (Ft.) CHORD FORCES WEB FORCES JOINT LOADS C 1= -84.7L w 1= -21.9L J 1= 13.3L C 2= -63.21, W 2= 26.51, J 2= 15.1L C 6= •80.4L J 3= 13.6L REACT= -40.OL J 6= 10.1L DESIGNED IN lCCORDANCE WITP TPI -78 AND NCS -77 NOTES: 1. Cut sit members to bear. 2. Conn•( ad olotoa on bom sides of idM unless X a Y IOCair.Xts are soecif*d. P 2*L 425 3. The truss toomo dr is nUsoons,bte to provide c*wwn w handling as reovwe'd. S" usage cube. SJ 2y, a. See Taote 3 for .rob lateral bracing reouirernents. I @ - G2 r16 1? Y' J1 SLOPE - 1 S •G / C 6 0 b4EL.71Y .^, UXLSS VOTE• I P 6 - IX P5• a - SPAN= L ICAL 1 A -5=;I I I Y Design talq mly rot use won RM-Ae conrWors. This truss IS designed 25 an n0lvloual budd'mg cdnloorlert. a Is to Ot r>corooated no a Opti design at the soe cancan of me oeslgner of said Wilding. Bracdq soccnad a tdr laflfal SAOCXI 01 non Ojai trvss menbers only. Adartlbnal bracng of the Overall SirumlAe mar De reoured. For general guwnce see Brwq swdd Trlrasaa'. for soacnit truss Oracrq recunemems C=2V,, rAIR • 2X4 WFBS w1 W2 BOX 7759. ST. LOUIS. MO. 63177 wl w2 STD -DF 28- 0 28- 0 28- 0 26- 0 CON -DF 28- 0 28- 0 28- 0 28- 0 STD -PF 28- 0 2H- 0 28- 0 28- 0 CCI+-wF 26- 0 28- 0 26- 0 28- 0 2X6 WEES NO2-DF 2F- 0 28- 0 NO2-PF 29- 0 28- 0 4 1 Force Information L=Span (Ft.) CHORD FORCES WEB FORCES JOINT LOADS C 1= -84.7L w 1= -21.9L J 1= 13.3L C 2= -63.21, W 2= 26.51, J 2= 15.1L C 6= •80.4L J 3= 13.6L REACT= -40.OL J 6= 10.1L DESIGNED IN lCCORDANCE WITP TPI -78 AND NCS -77 NOTES: 1. Cut sit members to bear. 2. Conn•( ad olotoa on bom sides of idM unless X a Y IOCair.Xts are soecif*d. P 2*L 425 3. The truss toomo dr is nUsoons,bte to provide c*wwn w handling as reovwe'd. S" usage cube. SJ 2y, a. See Taote 3 for .rob lateral bracing reouirernents. I @ - G2 r16 1? Y' J1 SLOPE - 1 S •G / C 6 0 b4EL.71Y .^, UXLSS VOTE• I P 6 - IX P5• a - SPAN= L ICAL 1 A -5=;I I I Y Design talq mly rot use won RM-Ae conrWors. This truss IS designed 25 an n0lvloual budd'mg cdnloorlert. a Is to Ot r>corooated no a Opti design at the soe cancan of me oeslgner of said Wilding. Bracdq soccnad a tdr laflfal SAOCXI 01 non Ojai trvss menbers only. Adartlbnal bracng of the Overall SirumlAe mar De reoured. For general guwnce see Brwq swdd Trlrasaa'. for soacnit truss Oracrq recunemems C=2V,, rAIR • tlurarq oessdw. For nr"Mon ItgarOrg Ia0rlCaldn. outlay control. storage. LCilre7. eeaw ar'1d Vamp 7 Outset. caoud the 0Awy Caasra taeaaer and leo Rocmmsueo Cat Of 7tn4+rd Przmu-. EN011 +EIFRIFMIMC. •Aralla0ie ttorn 1nt3 Plate Mtdute. 7411 Rags Road. nyatlstdle. marinanit. 20783. BOX 7759. ST. LOUIS. MO. 63177 TYPE 600 URC CODE, 2'- 0" O.C. 4/12 SLOPE PT PLATES DOUG FIR 6 HEM FIR 20/10/0/10= 40 PSF 9 1.25 C,Hroro-Air Engineering. 1nC. 1979 YSR 1- 2 2- 3 3- 4 4- 5 5- 8 6- 7 jl 9 7 LB HBR LEN FORCE HBR FORCE XBR FORCE JT ( 'LATE 6.71 -1293 7- 8 7.12 36 2-12 63 4-10 -311 1 3. OX 5. 0 5.90 -640 8- 9 7.13 36 2-11 -662 5-10 1078 2 3. OX 4.0 5.90 It 9-10 4.25 -730 3-11 293 5- 9 -1384 3S 5. OX 5. 0 4.25 it 10-11 5.90 607 3-10 -780 6- 9 -807 7.13 769 11-12 5.90 1226 6- 8 83 4 4. OX 4. 0 7.12 -37 12- 1 6.71 1226 REACT MIN BRG 644. 3. 50" 1691. 3.50" 255. 3.50" 1 4 7 8 9 JT PLATE 5S 6. OX 6.0 6 3. OX 4. 0 7 3. OX 5.0 8 6. ox 6.0 DUIQN INFQR && QN tarot with sw butt ta.ieowt pf ..',$oni Design fpscil-rp ion for Strum Bradt✓ Lambar Nod iu Fx-%;npr W om Matiorhal f stat hodvm Asoci► tion wad Duman Spadfkstiont Iw Light govul Han Cwmacud Wood Truax of ** Trrm luta brtiuu (Tl -1j. %vady wd Enction an pot tM R gav'riiity d Ndaynar or t!a pW • ptarssfactsaa. • Tnnwa on to M MrAW wi th pwlk wW an *,rim wAim sm/or bWhdlirhg dali*q wd kw "on to avoid 6ma00 Tawn♦orwy wd porwmrant kxi^9 fes Aoidirq Uuwaw in t wool and plumb lwm s"I be kik*w otot w ry Otto- • esomil buiby Y ovaatid wad wu- dan for" Y swryt niuind- Mor- pW prum6crary wct;oa lot tnaoa ?"Oka much wamparay k-wv dur- Mq kwtsN on bet truwa to pad towing rad damino'rg . Tba rrparytdan of wt+ct;on of tram Mall M wda to tontrd of p -M ow per io In Ow butdLatim N touaaa hafaJonai oMke " bo taught b waadad. . • Cmn mtrwt;on of tmntrvct;on I*66 Sesta tMn Wes 6064^ loads *hall pot be wooled to v h w/tift. N I m 0 0/A SPAN 37- 0-'F (FY. INCHES. 16'S) SCALE= .139/1.0 57•oXL 10S 7. OX 7. 0 it 3. OX 4.0 12 1.5X 3. 0 TOP 2X4 DF=L #1, BOT 2X4 OF -L #1, WEB 2X4 DF -L #3, DESIGN LOAD TOP LL= 16. PSF TOP DL= 14. PSF BOT LL= 0. PSF BOT DL= 10. PSF •5 PSF REDUCTION TAKEN IN AXIAL STRESS ONLY OUR OF LOAD INC 1.25 SPACING 24.0 IN 0/C ADDITIONAL LOAD JT LBS MBR PLF NONE NONE REC CNB ` .28" AT 12 DATE •5/22/87 JOB ID PR37CAT, SHEET OF • tla bods Dow tMn ON wool of Ow orwon sAdl be wpOild to trrraww Whtil afro til hww+iry wd barky It • • grata *Wl pat M Imet" SM ILnaU, ►rothola K Elr'tartW "A. fs,amban owl be wt fw *tfrttky wood to wood bwinp. • Ilan tanattim ata OlAt anwWw ghwlt toinc;da ampt a otfaralw clown. • O wbis tuts on wwb wrwnbart tlhwfl owl at ow a tM:Ka of dw webs pwium odrrwia shown. All toatatwt wn in wxordwx$ wh% OW o ppgqi iublw action on matwiwb of IM T.1.1. Oarl+ fgaclfics6ana. . VOW* stn /+oar an KUW nrr► olactvmd eta and whey trod to M kraaad In On fat catwin h";ry cradle( orution proadulw • Camber r shown on 11111 drw•wky Y that forwwwr1w for "rww tow "Orr of IorrdiM and hbricathon. (amber wry be ov4wd wt N optiaw of dr MAaw at atMWI. 1. Cr W 0." Y M bald an boo rr. of W rm." r p*.tr b0bW" t. M M.M •M .-ti- 00--m-60101 M M M br+r ► amwv. W M•riy a ..•t dr• wn .16 a M. ). w ar.aJ ret r+r w.•n tr nr r rr ii M krr6 ■ • w pa wrap wr. Mw . wkw hw0.. awl. TRUSS DIVISION THE1"510N LU ER . "Lumbermen Since 1884" 83-490 Indio Boulevard Malo California 92201/(619) 347-9754 TYPE OF TRUSS - CABLE NOTES: 1. Web Members T.C. LL+DL = psf SPACING - to be 2x4 standard • B.C. DL = " grade or better of same 'Kind Load 15 psf species as chords. * (Note: For 20 nsf :•:ir.d lc brace strongheck r" 5'c 3.00x7.00 1.50x3.00 or 3-14 Ga x 2" Staples 0 450 2 x 4 Strong. E.aolc Framing Anchor 2-10d 16" i 3.00x7.00 :{ Ela ration '1 CAMBER 1/60 INCH PER FOOT OF SPAN 2 x 4 Brace R 61-0" o.c ?Lax. G x 4 Strom. Back construction'DFK r= 0 • . r; Bear ing Rall i } 0 1 0 fQ nstrertion f-iimber ra es- ' Increase 0 1 TRlJS3 DMMON THE A"; • LUMBER Co. "Lto►tb rrrieri SHs 1W4" Iri&ax evaM WO COOM14 92201/(615) 347-9754 LO framinj anchoi g- 48 Sect I o NEAT H I e -A e5i T. / , u D 1=A [ I L - It ILI l(ld /Z x 4 'Cc X A- A r - T HOUSTON TRUS S INDIO, QON c l i lz c 9f/ 7 :.A VTX U.B.C. STANDARD 25-17 SECT. 25.1738839 NE11-275 QUALITY AUDITED. BY TIMBER PRODUCTS INSPECTION, 4, Z -x cl* 4- L 'Z'<' TQ -j 1 -SF -:--- T c rt 0