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PAT (0211-078)LICENSED CONTRACTOR DECLARATION hereby affirm under -penalty of perjury that I am licensed under provisions of 40CLt4,,er.9 (commencing with Section 7000) of Division 3 of the Business and ;,Professionals Code, and my License is in full force and effect. License # Lic. Class Exp. Date i Date Signature of Contractor OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractor's License Law for the following- reason: I, as owner of the property, or my employees with.. wages as their sole ,.-.'compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business & Professionals Code). ( ) 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business & Professionals Code). O I am exempt under Section B&PC pr thi E ason^ I it ,Date, 7 Signature of Owner '` •�'�,} `` WORKER'S COMPENSATION DECLARATION I? i@reby'•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 & policy no. are: Carrier Policy No. „ (This section need not be completed if the permit valuation is for $100.00 or less). (�!) I certify that in the performance of the work for which this permit is issued, I shall not employ, any person, in any manner so as to become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall'forthwith comply with those provisions.+ /Date- /Al� Applicant Warning: Failure to secure Workers' Compensation coverage is u/nlawful and shall subject an employer to criminal, penalties and civil fines up to $100,000, in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor Code; interest and attorney's fees. IMPORTANT Application is hereby made to the Director of Building and Safety;;" fora permit subject to the conditions and 'restrictions 'set forth on his= application. 9';x 1. Each person upon whose behalf this application•is made'& each person at whose request and for whose benefit work.is performed urSder,.or pursuant to 'any permit issued as a result of this applicaton agrees to, & shall, indemnify & hold harmless the City of La Quinta, its officers, agents and employees: 2. Any permit issued as a result of this application`becomes. null and- void if work is not commenced within 180 days from"dat of,issuance of such permit, or cessation of work for 180 days will subject permit to cancellation., I certify that I have read this application and state that the above information is correct. I agree to comply with. all City, and State'laws,relating to the b,Gilding construction, and hereby authorize representatives of this City to enter upon the above-mentioned property fo; inspection purpose S' r Signature (Owner/Agent),4•'s`t ! 's,!' �i Date PERMIT # ;' r -BUILDING PERMIT 1 DATE ',VALUATION �fpp // d yy }} ��•yy LOT TRACT JOB SITE ADDRESS 77-6W CAIJ WORTY.�TY APN OWNER CONTRACTOR/DESIGNER/EN INEER 'l.I�.il`.E:Jty%AW :V✓i"M.d1,l�V i '. ; �.J�S�.6�ti�LlAdwlf.6ivtL . (X "5fi 0. C.%=-.t9b0dYrl.MY Pi T iPTI as CAS 92253 1i r .• , USE OF PERMIT ( k t 200 `'1K PATIO CrIVE . PU APPltWED I;.l JANS �1i�4:liCIS�.A�am:.$j ��T1,17L�•-'.`a°c7 �yf �p l�, p y� /-e,p*C� �• f�q int+qsy �i pP+,�y �yr�cy38�.0.LYdi3rm 4r'•LaST OF L.%i✓:L�i.I�.F.1RA.0 1.&.'.aer'.7it y�,•�;y p��r. }p; y, tYy9Kp•7.,g .`J�7W'RAY3AA .Fy'.FY. Pia.7fY.N.YAA4Opf.Z . .. PIAN Clffflcic "M 01 -000 tCO'NS'! 11UC ION PI,?9 101-,,W6418,-(iqo st5�1.G0 . .L1'dr�:OW0 M01flow FLPP, - P1,131D 101.0I00-,Vb1:-0()0:StD t - AAED PLAW CHECK TA9.60 - NOV 21 2002 .. CITY OF LA QUINTA ' t w DEPT. .FINANCE R RECEIPT DATE BY` DATE FINALED INSPECTOR I•. ws � INSPECTION RECORD OPERATION DATE INSPECTOR OPERATION DATE INSPECTOR BUILDING APPROVALS MECHANICAL APPROVALS Set Backs Underground Ducts Forms & Footings Ducts Slab Grade Return Air Steel Combustion Air Roof Deck Exhaust Fans O.K. to Wrap F.A.U. Framing © Compressor Insulation Vents Fireplace P.L. Grills Fireplace T.O. Fans & Controls Party Wall Insulation Condensate Lines Party Wall Firewall Exterior Lath Drywall - Int. Lath Final Final _ _ O BLOCKWALL APP OVALS POOLS - SPAS steel Set Backs Electric Bond Footings Main Drain Bond Beam Approval to Cover Equipment Location Underground Electric Underground Plbg. Test Final Gas Piping PLUMBING APPROVALS Gas Test Electric Final Waste Lines Heater Final Water Piping Plumbing Final Plumbing Top Out Equipment Enclosure Shower Pans O.K. for Finish Plaster Sewer Lateral Pool Cover Sewer Connection Encapsulation Gas Piping Gas Test Appliances Final Final Utility Notice (Gas) ELECTRICAL APPROVALS Temp. Power Pole Underground Conduit Rough Wiring Low Voltage Wiring Fixtures Main Service Sub Panels Exterior Receptacles G.F.I. Smoke Detectors Temp. Use of Power Final Utility Notice (Perm) COMMENTS: TELEPHONE (760) 777-7012 FAX (760) 777-7011 OWNER/BUILDER. 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 permitin 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 including 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 Adminstration). 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 contractors 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 bycontac_ting 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) 777-7012 F • 0)777-7011 /D OWNER'S SIGNATURE/D' ATE PROPERTY ADDRESS Q2li- 01 PERMIT NUMBER(s) if . r ' S o�r+S S3441" % tw i -v 17V - 7r at - Taqwt "t orn SIT ai IA -ADZpa/ �XZ M() 7n,,�*N 1� 31 da • ,.7.18..20 NOI.��0 •• ; '. m .. •. .. ... - gam.` +� �►�o i N UI7 A �y•, C Qllv'a ig «ny 1 N RAFTER SIZE AND SPACING SPECIFY ROOFING, AND SHEATHING OR OPEN LAT'•1:.E (SEE ROOFING NOTE ON REVERSE? -------------- -------------------- 5 ROOF PITCH • f • I: II . I CONTINUOUS LEDGER. (SAME SIZE AS RAFTERS) . c I EL HEADER SIZE T• AND 'L' STRAoS ,• I I 6'x6'.1".l/5" WITH — — — — — — — — — — lJ / II W! • I I (4) 16: NAILS OR BOLT II �I n a` RAFTER ' — POS' SPACING'--- . --- ----- I W O.H. O.H. I v 0' I OVERALL LENGTH: I a OVERALL LENGTH --- ------ POST SIZE. ______ ' REAR SETBACK SIOE SETBACK ( 4 x4' MIN.) I 2000 P.S.1 CONCRETE =—+; I FINISH GRADE FINISH .G DE L_ J I I �— MIN. 17" x 12' FOOTING L _ J 12' BELOW GRADE L J PROVIDE 1" CLEARANCE BETWEEN POST AND - NOTE: CONCRETE OPEN LATTICE PATIO, COVERS MAY BE ATTACHED TO EXISTING FASCIA VIA ONE 1/4" x 5" LAG SCREW THROUGH FASCIA INTO EACH RAFTER TAIL, _ U -STRAP OR ANGLE 3/8LAG SCREWS INTO STUDS AT 16" O.C. NON -CORROSIVE PLATE nE Y SRP / Z CONTINUOUS LEDGER / i ANIS N I. JOIST HANGER OR SOLID BLOCKING NAIL RAFTER TO BLOCKING i I (4)- 16d NAILS OR ,BOLT U -STRAP OR ANGLE — �j. (4)- 16d NAILS OR BOLT I PROVIDE 1" CLEARANCE ' BETWEEN POST AND CONCRETE BUILDING DEPARTMENT APPROVAL BELOW ANCHOR BOLT (EMBED 7" MIN. INTO CONCRETE) TYPICAL PATIO COVER DATE OF APPLICATION OWNER'S NAME ' STREET ADDRESS CITY,,..ST ZIP TELEPHONE H.O.A. APPROVAL L /� ` \ �• \ R_1TER SPAN TABLE ALL CONSTRUCTION GRADING RULES SHALL CQN�Q�I, PS 70 v T ;! TO THE PROVISIONS OF THE: _� / c� i v / �� ;FEET & INCHES) pJ�" p Ate/ p A /� � % c 1998 CALIFORNIA BUILDING CODE. _S:%l SUPPLEMENTAL NOTES. >.4 16" C.C. 10'-C 9'-6" 1 7'-3" 8'-q., DOUGLAS FIR NO. 1 I DOUGLAS FIR NO. 1 SIZE SPAN 2x6 I 16" O;C. 24" 32" 15'-0" 14'-0" 10'-9" 13'-0" 12'-6" 11'-ti8'-T 1 '-6" 10'-0" 8'-6" A N A 4x8 11'-0" 4x8 16" O.C. 94" 32" " 18'-0" 17'-0" 13'-6" 16'-0" 15' -ti' 14'-6" 111'-0° 1 13'-0" 13'-0" 11'-6" N/A IN A. 6x8 14'-0" NOTES: 1. 32" RAFTER SPACING IS ALLOWABLE FOR OPEN LATTICE PATIO COVERS ONLY. 2. FOR SOLID PATIO COVERS (NOT LATTICE) - RAFTER SPAN IS LIMITED TO 10'-0" USING THIS STANDARD. LATTICE ROOF BUILT-UP- ROOF HEADERS HEADERS DOUGLAS FIR NO. 1 I DOUGLAS FIR NO. 1 SIZE SPAN SIZE SPAN 4:,4 5'-0" 4x4 4'-0" Oxo 8'-u' 4x6 6'-0" 4x8 11'-0" 4x8 8'-0" 4x 1 O 1 �'-O" 4x l O 10'-0" 4x i 2 17'-0" .4x 12 12'- 0" 6x8 14'-0" 6x8 12'-0" 6x 10 17'-0" 6x 10 14 .-0" ROOFING NOTES: A. BUILT-UP, ROLLED ROOF: SLOPE TO DRAIN. B. POCK ROOF: 3/12 iv1AXIMUM PITCH. —n • -p" G f 9 N 'v� C. 1 Q7� ``=;`-►"�. rJL r-y +�• �,.ti. ` ��' "'�y : ,v+5,-j� , _0 _.— "'sem. rr��"9%+ E •�j , ,i _ .. � `.�' .� ,mak k F+ ��III' � ,� �r�3t• r '�+e�'. }� tK ti Y kt yf♦ JI c.. � "��^' �� , •� �.ft Pi ! ate.<'4p +r, �.,4y,�ID.w�:_`}' N CV P.O. BOX 1504 No. .003354 Building Pt3a�A"d 78-105 CALLE ESTADO Address77-600 y LA QUINTA, CALIFORNIA 92253 Owner Charles C. Bird Mailing Address�tL�t%if City Zip Tel. indi ' 12201 847-2437 Contractor _ ... Address . !--'- City.. _ .Zip Tel.' BUILDING: TYPE CONST. OCC: GRP. A.P. Number 774-052-024 Legal Description Project Description Sinalla Eamily iiOPI 1 Ino State Lia City & Classif.- . Lic. # Sq. Ft. No. No. Dw. Arch.; Engr., Size's Stories Units ' Designer New ❑ Add ❑ Alter ❑, .. Repair ❑ -Demolition ❑ Address Tel. City Zip State Lic. #. ' • _ LICENSED CONTRACTOR'S DECLARATION .. . 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 DATE _ OWNER•BUILDERDECLARATION' Estimated Valuation 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 issuancealso- - -• -. ... ' requires the applicant for such permit to -file a signed statement that he.is:licensed pursuant to -PERMIT- • - AMOUNT' - the provisions of the Contractor's License Law, Chapter 9 (commencing with Section 7000) or - ' Division -3 of the Business and Professions Code: or that. he is. exempt -therefrom, 'and the basis for the, alleged exemption. Any violation Section 7031:5 for Plan Chk. Dep.-..- of by' any applicant a- permit • "subjects the applicant to a civil penalty of not'more than five hundred dollars ($500): . Plan. Chk.. Bal:. - . . O 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' Const.' 0330 . 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, Mech.' . 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 ' EI2CtrICal -of proving that he did not build or improve. for the purpose of sale.) - . ' ❑ 1, as owner of the properly, am exclusively contracting with licensed contractors to con- Plumbing. . - - struct the project. (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner or property who builds or improves thereon, and who contracts .for S.M.I. - such projects with a contractor(s) licensed pursuant to the Contractor's License Law.) Grading O 1 am.exempt under Sec.- B. & P.C. for this -reason Driveway Enc. F/Date ff,�.�t''7 owner t`° ! Infrastructure747.2.9 WORKERS' COMPENSATION DECLARATION Ihereby' affirm'that'I'have a certificate of consent to, self•insure, or 6 'certificate 'of ` Worker's Compensation Insurance, or a certified copy thereof. (Sec. 3800, -Labor Code.) Policy No. ' ` Company ❑ Copy is filed with the city.. ❑ Certified copy is hereby furnished. TOTAL in9i 7O $771,29 CERTIFICATE OF EXEMPTION FROM REMARKS .WORKERS' COMPENSATION INSURANCE (This section need not be completed 9 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,.l shall not _ r.� �• �#•'� p�_��yy I,%+ ", €ITaTt;, K`: V'6Y 7.. •re . rf ,4 employ any person in any manner so as to become subject to the Workers` Compensation .1, at* toa�,a to d. t Gr r Laws of California. Date Owner NOTICE TO APPLICANT: If, after making this Certificate or Exemption you should become ZONE: BY:•' . ' subject to the Workers' Compensation provisions -of 'the Labor Code, you must* forthwith comply with such provisions or this permit shall be deemed revoked. - . Minimum'Setback Distances: - Front Setback from Center -Line Rear Setback from Rear.Prop., Line CONSTRUCTION LENDING AGENCY. Side Street Setback from Center Line ` hereby affirm that there is a construction lending agency for the'perforinance'of the. . work for which this permit Is issued -.(Sec. 3097, Civil Code.) - - Side Setback from property _Line Lenders Name Lender's Address FINAL.DATE INSPECTOR This isa building permit when properly filled out, signed and validated, and is subject to ' expiration it work thereunder is suspended for 180 days. eS p 917181 I certify that.l have read this application and state that the above information is correct: ' Issued by: Date Permit. 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. Validated by: ' Signature of applicant Date Mailing Address Validation: City, State, Zip - HARD COPY CONSTRUCTION ESTIMATE NO. ELECTRICAL FEES NO. PLUMBING FEES 1ST FL. SO. FT. ® $ 2ND FL. SO. FT. ® POR. SO. FT. ® GAR. SQ. FT. ® CAR P. SQ. 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 STORAGE TANK FLOOR DRAIN MECHANICAL FEES WATER SOFTENER VENT SYSTEM FAN EVAP.000L HOOD SIGN WASHER(AUTO)(DISH) APPLIANCE DRYER REINF. STEEL �( GARBAGE DISPOSAL FURNACE UNIT WALL FLOOR SUSPENDED LAUNDRY TRAY 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. FT. ® c WATER HEATER MAX. HEATER OUTPUT, B.T.U. SQ. FT. RESID ® 11/4 c SEWAGE DISPOSAL SO.FT.GAR ® 3/ac HOUSE SEWER 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 n PLUMBING ELECTRICAL HEATING & AIR COND. SOLAR SETBACK G UND PLUMB ZU g UNDERGROUND A.C. UNIT COLL. AREA SLAB GRADE ROUGH PLUMB. _J7 BONDING HEATING (ROUGH) STORAGE TANK S �% SEWER OR SEPTIC TANK OUGH WIRING/ .��'? DUCT WORK ROCK STORAGE FOU D. EINF. Q/ /� GAS (ROUGH) METER LOOP HEATING (FINAL) OTHER APP./EQUIP. REINF. STEEL �( GAS (FINAL) EMP. POLE GROUT WATER HEATER SERVICE FINAL INSP. BOND BEAM WATER SYSTEM GRADING FINAL INSP. cu. yd. FINAL INSP. $ plus x$ =$ LUMBER GR. -LFRAMING / ��. ROOFING/1 �' d , �� (�� /� / i /.i/Q/ .�. n /0) n l REMARKS: VENTILATION FIRE ZONE ROOFING FIREPLACE SPARK ARRESTOR AR. FIREWALL W6-SQQi u\l ��"7 '^ f2-1 LA HING.�;yr� IL a ESH INSULATIONISOUND FINISH GRADING FINAL INSPECTION CERT. OCC. FENCE FINAL INSPECTOR'S SIGNATURESIINITIALS GARDEN WALL FINAL Desert Sands Unified School District CERTIFICATION OF PAYMENT OF 1 14,014 SCHOOL FACILITY FEES TO: City of La Quinta DATE: Department of Community Development 78-105 Calle Estado NOTICZ: THIS DOCUMENT CANNOT La Quinta, CA 92,253 , BE DUPLICATED. This is to certify tjt developer of which is located at // , within this District, has paid school "acilit -fees imposed ursuant to the authority enerated by Government Code Sectio5► 53080 in the mount of $ 9,2o 7 �(y �- �io-v ) covering a total of /93g square feet of ( presidential or ( ) industrial/commercial development.and that building permits for this footage in this development may now be issued by your jurisdiction. for DESERT SANDS UNIFIED SCHOOL DISTRICT White - Building Department • Yellow - Facilities Planning • Pink - Accounting • Gold -'Developer (10)-37 J 1 �i' • U 1 I I (f l 11 v AGRIcl11.Tl.lRAI, Cc)P MISSIONI_ ? U. I I'uN MWI(�l' 40110 LEMON S114FIA. ROON1 111 1{IVCtf',IUI:• ('A'I If UI{NlA 92101 JAMI'S 0. WAl I.A(T. ' (714) 78'1 2 ,61 �Y9 1Rv1 , 466.207 Oasis Street, Room ]/I Indio, CA 722.01 . -(61 9) 342-8'171. ING ',. Illtl.l ,�'':'• • .1''•',. `..1 % --1 N S P E C T.1 0 N - 1 I'LMArJ.TRTNL j 6: Californin State I_nw requires flint the person bringing, or transportinfi (; this shipment report nrrivnl of snore immedintcly to the 11l;ricidwrnl 1, ConlTnissioner or Inspector nt dcstinntion niid'that the receiver hold. ! , same for. inspection before pinnting. Dear Developer/Landscaper: Thank you for inquiring with the Agricultural Cor.missioner's Office regarding* local 'quarantine laws. NOTICE: Certain plants/landscaping p ping material noted on your landscaping plans,.' • are capable of harboring diseases or insects that will threaten the Coachella 1� Valley Citrus, Date,- Crape, Vegetable, or Field Crop industry. -f— The plants/Landscaping materials, noted below, will be allowed to-be transported,- into the Cohchella Valley under a Quarantine Compliance with the following V' restrictions: 1. 48 hours prior to delivering the quarantined landscaping material N into the Coachella Valley, you must contact the Agricultural Commissi.oner.'s Office.', Please give developers name and address also. 2, •.Cite quarantined plants/landscaping material must be until released by an inspector of the Agricultural Commissioner's Office. A T 3. If the plants./handscaping materials are found to be infested/:infected Id with a quarantined insect/d:iscase,.the material must immediately be destroyed •or, Iimmedi.ately shipped out of tile .Coachella Valley, per the discretion of tale Agricultural. Commissioner's. Office. The following plants/landscaping material are. under Quarantine: Common. Genus/Species Common Genus/Species 2. F 3._ Jr- G. GUnder penalty of perjury, I the undersigned will comply with the above. Authorized Agent r ldamc Date�� V t Sipnatur2 > PcrmiL Numbers) f2-7-7 I-G— Q — 17- 9 Ott ( l 4`/ o Developer ��, /. Address CS ,or ACRICtr;ctlRAL COMTSSlorlrR' S APPROVAL 1L ' nate b' _17 c.•i ter;:d: A^r:i citlt.'ur. aL Codo, Sr_c . i-on s 630.1., UiOl, 6462, 646!1 6_;11-6.52 t !11::Il ('lt� ck, Indio Office, R i.versi.de Offi.cc 3y7-',2I437 Buena Engineers; Inc. AN EARTH SYSTEMS, INC. COMPANY 1731-A WALTER STREET VENTURA; CALIFORNIA 93003 (808) 642-6727 September 23, 1987 : 137-0177-131 87-9-785. Charles Bird 80" 870 Highway 1 11, Sp. 122 Indio, CA 92201 ; RECEDED Project: 77-600 Cal -le Monterey 987 La.Quinta,-CA SEP' 2 8 1 Subject: Report of Field Densities, CITY OF LA QUANTA Single Family Residence PLANNING & DEVELOPMENT DEPT.' On September 14, 1987, at representative of our firm performed density tests in the house pad area on the above referenced project. Tests were performed at random locations in accordance. with ASTM D' 2922-81 and ASTM D 3017-78 Nuclear Density Test Procedure. Tests were performed as per authorization of Mrs, Charles Bird, The estimated locations of the. tests are presented on. the -attached plan with their results, being summarized on the attached test report sheet, A total of two (2) density tests were performed. Tests results indicate that a minimum of, ninety (90) percent relative compaction has been obtained within the areas tested. The maximum density -optimum moisture were determined in the laboratory in accordance with ASTM D 1557-78, Method A or C. Test results are as follows: Soil Description USCS MaximumDensity-OptimumMoisture Grey very fine to f i ne sand Sw 110.3 pcf 9.9 T VENTURA LANCASTER (805) 642-6727 (805) 948-7538 BAKERSFIELD SANTA BARBARA PALM SPRINGS SAN LUIS OBISPO (805) 327-5150 (805) 9661-9912 (619) 328-9131 (805) 544-6187 September 23, 1987 -2 137-0171-P] 87-9-785 1. The project is- located at the corner of Calle Monterey and Avenida Vallejo, 2. Prior to our arrival at the site, the soi.ls had been brought to grade and compacted. 3. The purpose of testing was to observe compliance with the minimum requirements of .the City of La Quinta, California. Limitations 'The test results summarized in this report present the moistureand density only at the locations and depths tested on the specified dates. The summarized field and laboratory .tests were performed in accordance with engineering principles generally accepted at this time and location. No. opinion*is expressed as to the uniformity of the material or compaction. No guarantee or warranty of the contractor's work is made or implied. If there are any questions, please,do not hesitate to contact this office. Respectfully submitted, �QkOFESs�00i;'r9 BUENA ENGINEERS, INC. Reviewed an r , N00 CO ++ No. C 04121 p EXP. 3.31,E �. Wesley Arita Joseph R. Ve . C/VIL Civil Engineer OF CAO WA/JRV/mea HD Copies: 4 - Charles Bird 2 - City of. La Quinta 1 P. S. 2 - VTA file BUENA ENGINEERS, INC. :. RUM Engineers,inc. Y REPORT OF RELATIVE COMPACTIONS Job No. B7 -0177-P 1 CONTRACTOR: DATE: SeptembVer 23, 1987 Report No. 87-9-785 ADDRESS: JOB & LOCATION: J I n nllintm r TEST NO. DATE DESCRIPTIONa a MOISTURE `DRY DENSITY RELATIVE MA x IMUM TESTED 77-600 Calle Monterey IN PLACE IN .PLACE COMPACTION DENSITY 1 9-14-87 Per Plan FG 9.0 103.6 94 110,3 2 I 9-14-87 Per Plan 1.0 BFG13.5 107.5 97 110.3 • WE CERTIFY THAT THESE TESTS.WERE PERFORMED IN CONFORMANCE WITH COPIES: BUENA ENGINEERS, INC. ~I'�!.�,.� t_..i_t:=i.. l__L._I__I__�_:1_L_.! _i .1 !, ; I..i.. if I f 1• I 7 ~I'�!.�,.� t_..i_t:=i.. l__L._I__I__�_:1_L_.! _i .1 !, ; I..i.. if I f 1• 0 X z 0 LLJ U) I Ah COUNTY OF RIVERSIDE, ENVIRONMENTAL HEALTH SERVICES DIVISION PERMIT APPLICATION FOR A SUBSURFACE Oa SEWAGE DISPOSAL SYSTEM 3, Ua Applicant: Submit this form with four copies of a scaled plot plan (1-20 scale) drawn.to County specifications required on the attached check list. A non-refundable filing fee of $37 is required when the application is submitted. Check must be made payable to -the County of Riverside. Ye C s, Z L y 'Building Department ApplicationLog # Name (Owner, Agent, Contractor, Etc.) I Mailing Address .1yo 971V Cit y State Zip Code Telephone/ �-zh 10, — . . C09 ., 1 94.'1_ . (6o) Job Property Address CA I ®rCaityrtDo3mirrrmwn -IbrComimun . . I Deipiptioe•of Property. - 4�, 0, -40?*- 7-0 4- Min -�7 -rF R t ),R .0at'vrl? C /t 4- / j J3LoL+-- *Assessor's Parcel 40. %q ater jAgencNeli Use f "'w'. ynoyf k_e, Q a o Farm lanning Case # Lot Size to /00 -17q 6 -,5'2-, ri :2- V .44 W44, C,V Site Preparation Etc. 'A Si 'tures f -Applicant I 'Date -The above information must be verified from Butialng Application. STAFF USE 11130� NO -T, WRITE BELOW THIS LINE Initial Date Certification "..:.0 of Existing S.D. Syste m req,Uired.-.-,.--z. Yes N WQCB'Cle.arance required. ❑-ye;' IXNN, Soils, feasibi 'ty report required. Yes 10'4"1"n"g":Fe"p"ot2%�e-qred. El Yes'' 0 Detailed contour plot plans required. El Yes 0. Staff Specialist approval required.❑ Y* No Lot Inspection Date— `Soils/boring report by .4 -Project # -Date Soils Map Page Soil TVDe Approvetzl'by IA'(11114— —DateVo? f 7 Type of System: No. of Bedrooms (1) Septic Tank Soil Rate Required El Existing CIKNew El Additional 0 Replacement Gals. each line q (2) s " Sidewall allowance Install Line(s) Ft. Long, Leach bed Sq. (B trench area) OW ft..rockL'Sq. Ft. ft.. EBN6 Ft. wilde%WiUpm ii n.— inches Ft. of bottom per running ti rock below drain lines area Leach lines/bed-special design for,slope: (3) Pit Diameter No. 'Pits Pit B*11 S epage Pit total depth ✓"77 dy Applicable N/A—LeiffOv'erburclen factor Max. allowable depth ILI y e17 061:.vCO1411aur=_ -14D This application irove 7enied for the design of a subsurface disposal system as indicated on the accompanied plot plan using g the requirements set forth in Section B above. A building permit necessary, for the installation of the above-designed'system. :Z% A41 CW Septic tank and sewer'lines must be,,50' from any wellsq 10 ;tcz� v (21 Leach lines must be 100' min. from any wells including. expVSi10Vrrea ✓ 3. Seepage pits must be 150' min. from any wellsincl ding expansion area, -//o /a, . 446�. Sign7aure of Health Official , / I C, 1-ak-1- - RECEIPT NO. a 3-5 C/ .. Date Issued by District: El Riverside 0Indio El Hemet ' El Pei#tis C1 Rancho Calif. ❑ Blythe Distribution: WHITE—Office file YELLOW—Applicant PINK_ Bldg. Dept. GOLDENROD— Pending File DOH -SAN -122 (Rev. 6/86) a k PROJECT DATA SUMMARY owner projec a documentation aut ype 1 Z AJGQ Form. 1 r CheCked-by date 'PROPOSED SPACE HEATING SYSTEM (Chapter 7) SITE INFORMATION 1 °F•day Heating Degree Day (from Appendix C) :. ..... HDD 1 ` 18 Btu/hr. ZO Maximum,Allowed.Bonnei Capacity,'l+_1L-x Line 18 ............................................... Outside Design Temperature (from Appendix C or Appendix G1 ...................... TOw 2 OF ` • PROPOSED BUILDING ENVELOPE INFORMATION 1 Model Description Gross.Floor Area it Low -Rise (from Catrulations)............................................ At 3 —__ ft2' Gross Wall Area if High -Rise (from Calculations) ................................... ......... Aw 4 f12 Electric Resistance Life Cycle Cost (from Form 5) .................................... _ 20 Designed Glazing Area (from Calculations) ............................................... Ay 5 ft2 ' Non•Deplatable Energy w/Elenric Resistance BaeA-Up ' .. :... . Basis c Glazing Araa 11690oi Line 3 if. low-rise or•40%of Line if high-rise) Ab9 ZZ -1'> 6 I ff2 i Description of Assembly 22 d �� ft Btu/ (h�.•FI ° r: ~ Glazing IJli.i11�- � Uy.l 7 . (from Calculationsl............................................................................................ Ug2 8 Btu/ (hr .ft2•°F) 1Y W�4 U93 9 Btu/ (hr•ft2-'°F) Electric Resistance Life Cycle Cost from Form 6) ................................. Walt 1 ��•W '.� ' Uii1 10 . Btu/ (hr•ft2•°F) wLCCIO,t„,d 25 $ i Uw2 11 Btu/ (hr•ft2•°F) pLCCs 5 $ Uw3 12 Btu/ Ihr.f12•°F) $ : / � Uw4 Uel 13 1.4 45 Btu/:(hr • tt2 • Btu/ (hr•ft2 •'OFl °F) Ceiling/Root 1 %t,►�� UC2 15 Btu/ (hr .ft- •°F) Floor Ufl 16. Btu! (hr .ft2•OF) Uf2 17 Btu/(hr.1t2•°F) 'PROPOSED SPACE HEATING SYSTEM (Chapter 7) Gat Furnace` 7 Building Design Hourly Heat Loss (from Form 21 ........: ..................:......... qh 18 Btu/hr. ZO Maximum,Allowed.Bonnei Capacity,'l+_1L-x Line 18 ............................................... - 19 Btu/hr ,,P►oposedFurnace ` ! Make Model Description Rated Bonnet Capacity Electric Resistance Alone , Electric Resistance Life Cycle Cost (from Form 5) .................................... sLCCe 20 $ Lowesi Life Cycle Cost of the Other.Sysfems (from Form 5).i ................. sLCCx,,,yt 21 $ ' Non•Deplatable Energy w/Elenric Resistance BaeA-Up ' Percentage of Annual Heat Loss Met by Non•Depletable Energy. , Source (from Calculations) ............. :................................................................... 22 % Heat Pump with Electric'RMistance Supplementary. How Percentage of Annual Heat Loss Met by Electric Resistance (from Calculationsl............................................................................................ 23 % PROPOSED WATER HEATING SYSTEM INFORMATION (Chapter 8) Electric Resistance Alone Electric Resistance Life Cycle Cost from Form 6) ................................. wLCCe 24 $ Lowest. Life Cycle Cost of the Other Systems (trom.Form 6) ................... wLCCIO,t„,d 25 $ PROPOSED SWIMMING POOL HEATING SYSTEM INFUAMATION (Chapter 9) Solar Life Cycle, Cost (from Form 7) ................. ...::................................ .......... pLCCs 26 $ Natural Gas Life CycleCost from Form 7) ......................:.............................. pLCCn9 27 $ : • i. 'HOURLY ANO ANNUAL • BUILDING HEAT LOSS RATE Check One: Proposed Oesign V Standard Design owner project Ct o syttem type AJ c\Q ocumentation autnor Gate Form 2R (8/81) Enforcement Agency Uss Only cneckw Dy SITE INFORMATION Hosting Ooorm Day (from Appendix) . .. .. . .. .. . . . .. .. HOD ` °F• day Outside Design Temperature (from Appendix) . . . . .. . . . . . . . . . . . Tor„ OF Outside January Mason Tomperare (from Appendix) . . . . . . . . . . .. . TJan °F PROPOSED BUILDING ENVELOPE INFORMATION Gross Floor Arm (from plans) . ..... ....... . .... . .. .... . At ft2 Grose Wall Arm (from plans) . . ................ . ..... . .. . Ave ft2 Designed Glazing Ara (from plans) . . ... .. ... .... . . .. . . .. . AS ft2 Basic Glazing Area (16% of Af if low-rise or 40% of Aw if high-rise) . . .. . . .Abu � tt2 HOURLY HEAT LOSS DESIGN TEMPERATURE DIFFERENCE For All Assemblies Other Then The Three Below ...7o°F — 3 OF -ATh 1 F Tow from above For Insulated Floor Over Vented Unheated Space ........ Line 1 =2 -QThi 2 °F For Uninsuleted Floor Over Vented Unheated Space........ Line 2 - 5uF •AThu 3 ® °F to For Slab -on Ground Floors . " ..... .. .. 70°F — OF AThs 4 ' OF TJan from &Dove CONDUCTIVE HEAT LOSS Average U of Assembly. Area, It or or F2 from AT hourly neat Oescrlptfan of }�mbly Length, ft Gra 4-1 from a Ion, D Glaiing D �'��•' , "` X a X _' to/hr s Well Q X Q j X a JOS Coiling/Roof M Vi,,�QS% ;r> Floor Other x x X D 0 X � Z —I X x X ,fi�,x X x Z Z3�e_ x I ?Y1 — to 3:Z I z • t X53 voI me Subtotal 5 q to/hr um o e above INFILTRATION ...... f1'2 xy`7 h x�oi 8 X aF B ' Al from above Weigntso from LITh from Average Table 3-7 Coiling Neignt . Line 1 Z l S -Ion Subtotal 7 to/hr 5+"neo \ Z33 DUCT HEAT LOSS (Enter o if then an no ducts) .................. . .. 0.15 x Line 7 • 8 TOTAL HOURLY HEAT LOSS, o: . 9323 —na�1 °tu:'Ir ANNUAL HEAT LOSS, nL _ I_ L °F •dsv/yr x 3 Z�� Btu/hr X I , X 24 hr/dsy + 3F 10 Z�5 U Btu/yr MOO NOur'y Neat Lott C from Th from from above Mom Lina 9 Tao's 3-8 Una 1 rr { � 3 :o"L-A (z- I .J T -A. L�'_. ' IS �i L}. PROPOSED CONSTRMFTION ASSEMB LY BU1LD(NG ENVELOP OMPIIANCE z .. Check one and write In construction assembly -number below (e.g. Wall -1, Roof -2, etc Q Wall- o ❑. Roof - 0. Floor- List of Construction ComponentsR-Value 2. 1 hl. S 0 Form 3. (NR -8/81) } . .1- - H— ting 4. '(0 Co��' Heating " Heating '*OS253 .C> S�(PCoo 6. Heating 8. Sketch of Construction Assembly ' Outside Surface.Air Film Framing type:.,W 0� p 1 //'wood complete the following end ed/ust construction assembly Ins_id@ Surface Air Film for framing; Size. X . Total Thermal. Resistance (RT) Spacing' U --Value (4�RT,4(I z/ . Indicate Faren, weight of ` e; construction assembly,. and appropriate facto' b ,z5 . .1- - H— ting �Coating "n '(0 Co��' Heating 700lln9 Heating '*OS253 .C> S�(PCoo . Heating rs erow. f Wa11 Area _ ft2 Nota: Total Rend U -Value must be adjusted for the effect VN@Ight __. Ib/ft3 of framlag when. approprlata. MCF .,.PROPOSED .CONSTR T(ON ASSEMBLY u BUILDING ENVELOPE Form 3 OMPLIANCE (NR -8/81) Check -one and write /n construction assembly number below (e. g. Wall -1, Rood -2.,.. etc.) ; ' 0 W a 11- i( Roof=�` s 0 Floor- _. List of Construction Components ' R -Value . AF_ •c> E ( z,P •1PLvW 7 3.'"1 r JS v t—A�c 8. Sketch af.Constructiori.Assembly `Outside Framing itYpe:W.O�tj 1'YZV�S Surface Air Film Z� • I T coollnp Heatl�i� ' If wood complete the following and'`ad/ust.constructlon assembly Inside Surface. Air Film for framing:, "F Co Heating Size:= X' Spacing•"Z'� O Q.. Total Therms I Resistance (RT) rr II `�t o. u Z p U y �P cooling He ating U -Value ('i aT)�\4 /' /�� .O ` .�Zq a !ndlcat@ area, weight of. construction assembly, and Cooling Heating' appropriate fact.ors..berow: Wall: • Afea' _ ft2 W 3 eight- _.., Ib/ft Note: Total. R 'end U -Value must be of framing whin epproprlaM. d' austed for / the effect MCF TD - eq iRoof: Areaf.t2 - Weight Ib / f t 3 Md Ac Floors Area ft 2 �...' (raised only) • BUILDING DESIGN AND EQUIPMENT SUMMARY wo).�t t�ltle climate sone project addren C -{A2 }moi ..ny4b, -M1 CJ> project 0 w AL1 �� documentation author comallance me hod (prescrldt,ve or dertc date mance, desctioe) Form 2 page 1 of 2 pun cnempermit number checked oy date Enforcement Agency Use Only BUILDING E HYELDm p£SIGts Description of Item Dimension Points V -1 -Ju ' - l 1' ejN\ 1 I ft' T T► t..�s F�..o - Type 2 1 Total Floor Area ft' Nb (� S FS ft= 1. Floor.- Slab Perimeter, Type 1 _R FC Mlc ft' TYRQ 21 1 CFz A ft Type 4 --K -HC rt Type 2 \� 1 \ t� %L g Type 5 _-R ,NG MC 3 S-0 ��y 2. Ceiling: Type 1 .CL. ft. Type Page . s � �. S \�.� p 1 `R Q 3. Walt: Type 1 fta Type 2 ft' 0. Glazing: West, Type 1 • L_% fta . Type 2 North. Type I V 1�� e ftl '1 01 ye fts J — f I Type 2 y. nz . East. Type 1 17 V ft' 0 Type 2 South, Type t '4 \-. fts egg% ft' I 0 _ Type 2 9: ft' Skylight, Type 1 —_SC ft' ` ' Type 2 _C ft �1 L Shading Coefficient. West -DO� \' �A..a `�� • "� Sc _Z North '' )) 1`Q, '✓e SC East " ') �. y. SC = South a tt Z :1_ SC ' & Horizontal South Overhang All S3 a' Z ft 7. Movable Insulation : ft' U 8. Infiltration Control 9. Thermal Mass: Type 1 I 1 �-- nO-V V -1 -Ju ' - l 1' ejN\ 1 I ft' T T► t..�s F�..o - Type 2 NAZA ft= ivy �o Type 3 _R FC Mlc ft' Type 4 --K -HC rt ft' g Type 5 _-R ,NG MC ft' IM -2—Point Total This Page . 1/63 — ego — CEC 284_66 (2/83) 3. ` SUMMARY. For -2, page 2 of 2 S� �ic.A� Fnr1 `�-�' P.�1��► Ccs - �� . project. titleA climate zone LA _Q\j) -IVA w droj•a! address HEATING, VENTILATING, AIR CONDITIONING SYSTEM Points 10. Hasting (fill in information on proposed system) Central Gas Furnace , 96 brand and model numOer - SE Btu/hr, heating capacity Heat Pump ��0D1C-yy.�1�°V.�►\ Z brand and model number ACOP C,e Btu/hr neating capacity at 47-F Active Solar type (liquid or air) collector Drano and model number solar fraction ;fe d Mitector area Collector orientation collector tilt Mao rated Slope y • Intercept Other •. r . _ gesalbe ' 11.' Cooling (fill in information on +proposed system) Electric Air Conditioner brand and model number' seasonal EER Stu/hr cooling capacity at�95 F / Q Electric Heat Pump"J'`JbX IT _l— \ / 4 o •` Q EeR Stu/hr cooling capacity sit 93 F Other deacriD• 12. Mstchanical Ventilation ACH DOMESTIC WATER SYSTEM 13. Heating (fill in information on proposed system) Gas Only Gallons brand and model number tank size . Most Pump w/Electric Backup_Gallons brand and model number tank size Active Solar collector brand and ("0461 numberY - Rated rs ted rated slope solar fraction ept . ._ fta backup muter type. brand and model number ' collector area collector orientation Other. Point Total frorn Page 1 Total Point Score 1/93 - 420 • CEC w HP14 Legend Il T.11- SERIES � HEAT PUMP O UTDOOR UNITS *35,200 to 57,500 Btuh Cooling Capacity *35,600 to 63;000 Btuh Heating Capacity 'ARI Standard 240 Certified Ratings Lennox HP14 Series Outdoor Units Provide High Seasonal Efficiencies With Humidity Control At Minimum Operating Cost The HP14 line of outdoor units are equipped with the Lennox high effi- ciency two -speed compressor staged to deliver the precise heating or cool- ing capacity and humidity control desired. The compressor operates on low speed under moderate heating or cooling loads and automatically shifts to high" speed for heavy load conditions. Optional Latent Load Discrimi- nator T. M. automatically controls latent cooling capacity for optimum humidity control. Defrost cycles are automatic and occur only when coil conditions cause a reduction in performance. HP14 units have SEER's of up to 11.35 with a cooling capacity range of 35,200 to 57,500 Btuh and COP ratings of up to 3.05 with heating capacities of 35,600 to 63,000 Btuh. Matching blower powered indoor units with op- tional supplemental electric heaters are available in up-flo, down-flo and horizontal models. For complete indoor unit data see individual bulletins indexed in this tab section. The unit cabinet is constructed of heavy gauge galvanized steel with a cor- rosion resistant baked -on outdoor enamel paint finish. Design of cabinet with louvered inlet air panels and horizontal air discharge protects com- pressor, fan, motor and all controls from the weather. Dual outdoor coils are protected by rugged steel guards. Cabinet base has support channels that elevate the unit above the mounting surface. Compressor crankcase heater and two stage heating and cooling thermostat with emergency heat sub -base and warning lights are furnished with the unit. fac!ory as,,vmbled, plpP..d and vored ready for'nstalla. t,irn. Additionally, each unit is test operated at the factory before ship- ping to ensure unit dependability and proper operation at the job site. ENGINEERING DATA HEAT PUMPS MATCHED REMOTE SYSTEMS Pt+qr 7 July 1, 1983 Supersedes 12-15-82 Lennox Two -Speed Series "B" Compressor The Lennox two -speed compressor is designed for superior'operating ef- ficiency at minimum cost. Two.speed operation gives staging control to fit varying heating and cooling load requirements, extends service life of the compressor and provides operation economy during periods of reduced loads. Reliable compressor is hermetically sealed with built-in protection from excessive current and temperatures. Suction cooled and overload protected. Large housing, spring loaded discharge valve, high intake ports and crankcase heater result in effective slugging protection. In addition, the large volume housing provides abundant oil reserve. Oil pump is de- signed to assure complete lubrication even during low speed operation. Special blended oil (natural and synthetic) withstands high temperatures without breakdown. Crankshaft is statically and dynamically computer balanced. Low clearance volume piston and cylinder yields increased volumetric efficiency. Strategically located discharge mufflers result in quiet operation. Immersible PTC thermistor type crankcase heater is temperature actuated to operate only when required and ensures proper lubrication at all times. Motor is located within refrigerant flow pattern resulting in low motor winding temperatures. Twin solid-state .temperature sensors im- bedded in motor windings provides protection from excessive temperatures. Solid-state overload protector is furnished in the unit control box. Operates at 1750 rpm at low speed and 3500 rpm at high speed. A positive interlock between.speeds prevents both speeds from being energized simultaneously. Entire running gear assembly is spring mounted within the sealed hous- ing. In addition, compressor is installed in unit on resilient rubber mounts. Typical Application NO Iti — Specification.,. Ratings and Dimensions subject to change without nonce . • SELECTOR • Outdoor HP14-261/411V HP14-311/511V HP14-313/513V 1AR1 Standard 240 Ratings Lennox Indoor Unit Used Unit t T Tube diameter (in.) High Low Total Unit Watts No. of rows 3 3 4 Fins per inch 15 15 Model No. Cooling Temp. Temp. 24 24 No. of blades 4 4 4 Motor hp 1/4 1/3, SEER EER Cfm (factory setting) 3100 3600 38W Rpm (factory setting) 830 840 *ARI Std. Capacity Htg. Htg. Cooling (Btuh/ (Btu! High Temp. HSPF 3i8 Low Vapnr lu,e. corinectii)n ISweai; ° E n Up -Flo Down -Flo Horizontal 270 SRN Btuh Cap. Cap. 1 Watt) Watt) C.O.P. Temp. C.O.P. L tJ (bels) Stuh Btuh 1 .Phase 3 Phase Htg. Htg. o . 36,000 36,000 20,600 4147 10.45 ---- 3663 7.20 2.90 3011 2.00 20°% CP12-41V ---- ---- CP12-46V CP12-41V CPR12-41V HP14- 35,800 36,200 20,800 4222 10.40 ..-- 3738 7.15 2.85 3086 2.00 20% /E12Q3 /ES1204 261I411V ---- CP12-46V CPR12-46V (8.2) /E12Q4 I /E1204 35,200 36,000 20,000 4121 10.40 ---- 3720 7.05 2.85 3031 1.95 24% ---- -- CPS12-41/46V IES1204 36,400 35,600 20,200 4032 11.30 3548 7.35 2.95 2896 2.05 22% ---- •CB15-900/41 CP12-51V CPR12.51V0 HP14- 43,500 48,00 27,500 5382 9.85 B.10� 4801 7.40 2.95 3861 2.10 24% ---- 311/511V /E1204 /E1204 (Use SEER) 44,000 47,500 27,000 5234 10.35 8.40 4664 7.50 .3.00 3713 2.15 24% CP12-51V HP14- 313/513V 44 500 46,500 26,200 4986 10.55 8:90 4647 7.45 2.95 3671 2.10 20% ---- ---- ftCH16-51FF (Use EER) 44,500 47,500 27,000 5270 10.50 8.45. 4644. 7.55 3.00 3700 2.15 21°6 CH16-65V (8.2) 45,500 46,500 26,400 5036 11.35 9.00. 4500 7.70 3.05 3533 2.20 22% ---- •CB15-1200/65 56,000 61,000 35,400 7000 10.15 8.00 6230 7.65 2.85 4740 2.20 1 24% CH16-65V H P 14 b' 56,500 -61,500 36,000 6990 10.15 8.10 6230 7.80 2.90 4731 2.25 1 25% C P 12-65V ---- 411/651V (Use SEER) 56,500 61,500 36,600 7484 9.70 7.55 6489 7.35 2.80 5220 2.05 25% ---- CPR12.65V ---- HP14- /E12G5 413/653V CP12-65V (Use EER) 56,500 63,000 37,500 7495 9.70 7.55 6583 7.50 2.80 5120 2.15 25% ---- ---- (8.2)/E1205 57,500 61, 500 36, 000 1 6734 10.80 8.55 : 6000 8.05 3.00 4600 2.30 25% • • •- • C Lt 15.1200/ 65 • Z)ouno Hating Number in accordance with ARI Standard 270. tRated in accordance with ARI Standard 240 and DOE: At 450 cfm (maximum) indoor air volume per ton of cooling capacity. Cooling Ratings - 95°F outdoor air temperature and 80°F db/67°F wb entering indoor_ coil air. High Temperature Heating Ratings - 47°F db/43°F wb outdoor air temperature and 70°F db entering indoor coil air. Low Temperature Heating Ratings - 17°F db/15°F wb outdoor air temperature and 70°F db entering indoor coil air. 'Heating Seasonal Performance Factor. *Requires field installed Check and Expansion Valve Kit. Order extra C815-900141 - LB-30386BA and CB15.1200/65 - LB-30386BC. itRequires field installed Check and Expansion Valve Kit (18-347928D). Must be ordered extra. SPECIFICATIONS Model No. HP14-261/411V HP14-311/511V HP14-313/513V HP14.411/651V HP14-413/653V Net face area (sq. ft.) 10.11 12.9 12.9 Outdoor Coil Tube diameter (in.) 3/8 3/8 3/8 No. of rows 3 3 4 Fins per inch 15 15 15 Outdoor Diameter (in.) 22 24 24 No. of blades 4 4 4 Motor hp 1/4 1/3, 1 /3 Fan Cfm (factory setting) 3100 3600 38W Rpm (factory setting) 830 840 810 .Watts (factory setting) 285 370 425 Ret: geraw 22 (charge furnished) 11 lbs. 5 oz. 14 lbs. 4 oz. 18 lbs. 2 oz. Lrj:,;o 6ne co"rincticm 3 8 3i8 1.2 Vapnr lu,e. corinectii)n ISweai; 3,4 7/8 Shipping weight (lbs.) 374 408 438 Number of packages in shipment 1 1 1 -9- A. ' ELECTRICAL DATA Model Number HP14-261/411V HP14-311/511V HP14 313l513V HP14-411651V HP14.413/653V Line voltage data - 60 hz 208i230v/lph 208/230v/.lph 208/230v/3ph 208i230vi 1ph 208i230vi3ph L10-65-30, 30 Rated load amps 17.0 21.8 15.0 28.5 19.0 Compressor.'. Power factor •97 97 90 97 90 Locked rotor amps ''.90.0 108.0 100.0 153.0 100.0 Outdoor Coil Fan Motor Full load amps 2.0 2.5 2.5 2.5 2.5 Locked rotor amps 4.0 5.5 5.5 5:5 5.5 Rec. max. fuse or cir. brkr. size (amps) 40 50 35 60 45 'Minimum circuit ampacity23.3 - OUTDOOR '. '., 29.8 21.3 38.1 26.3 wze requirements. NOTE —Extremes of .operating range are, plus and minus 10% of line voltage. r FIELD WIRING • LENNOX:' r7— IDISCONNECTI THERMOSTAT r ---..I 9 r--_� DISCONNECT LENNOX �' ' A —Two or three wire power (see electrical table) Vapor Line (o.d. in.) HP14-261/411V L 10-41-20 20 .. SWITCH I(eY OTHERS) I SWITCH" I IBY OTHERS) OPTIONAL I' AUXILIARY L10-41-40 40 L10-41-50 50 HP14-31'0i510V L10-65-30, 30 3/8 . I ELECTRIC B — Two or three wire ower (size to heater capacity) P L10-65-50 50 - E' A r _ 1 OPTIONAL I HEAT UNIT ) • - C --TWo wire power (size to indoor coil blower motor) OUTDOOR - - THERMOSTA J --- P ..D F__J - D — Two wire low voltage (18 ga. minimum) - E — Eight Wire low voltage with electric heat _ JDISCON c Ten wire low voltage with optional. outdoor thermostat - OUTDOOR '. '., SWITCH IIBY - - .UNIT OTHERS) H LENNOX ' voltage F — Five wire low (18 a. minimum) g g - INDOOR G — Three wire high voltage (size to indoor coil blower motor) -H = Three wire low voltage (18 ga. minimum) . I . ) . OPTIONAL - - OEHUMIDISTAT with — Field' wiring not furnished — 9 .) • LATENT LOAD DISCRIMINATORI --=� --- D. ,(furniehea Latent Load I " I Oivcriminato►) ---J .. NOTE All wirin g to conform to NEC and local electrical codes. REFRIGERANT LINE KITS Outdoor Unit Model'No. Line Set Length of Model No. Lines (ft.) Liquid Line (o.d. in.) Vapor Line (o.d. in.) HP14-261/411V L 10-41-20 20 3/8 3/4 1_10-41=30. 30 L10-41-40 40 L10-41-50 50 HP14-31'0i510V L10-65-30, 30 3/8 7/8 L10-65-40 40 L10-65-50 50 HP14-410/650V 'Not Available F eld fabricate. • RATINGS • NOTE-- To determine sensible capacity, leaving wet bulb and dry bulb temperatures nut shown, in the rubles, see -Miscellaneous Enyineerin,j Dara, Page 9. HP14-410650V COOLING CAPACITY WITH"CP12-65V/E12Q5 INDOOR BLOWER COIL UNIT f r (Low Speed':Compressor'Operatipn) : - • - Air Temperature Ent ring Outdoor Coil F) Outdoor. A Temperature Entering Outdoor Coil °F Air Volume 74100 • �" 5365 TotalT Enter.. Wet Bulb. • ' 75 -15 85 85 'Total Htg. Cap. 95 95 105 -Total Cap. 105 .TotalTT Sensible : - Sensible Sensible Sensible Air. Total Comp. Total Comp. Total Comp.To Total iToTotai To Total To Total ••Vol. Cool Motor Cool Motor Cool Motor"Ratio S/T Ratio S Ratio S/T Ratio S/T(°F) (cf - D Bulb °F s D Bulb *FCap.. Watts D Bulb °F Cap. Watts D Bulb 'F (Btuh) Input (Btuh) . Input (Btuhl Input 76` '80.. 84. 76 80 84 76 80 84 76 80 84 Enter. Wet Air 5420 1•. -.94 1.00 Sensible Total. Comp. Sensible Total Comp. Sensible Total Com Sensible 63• Bulb Vol. 5480 .98 1.00 To Total'. Cool Motor To Total Cool Motor To Total Cool p' Motor To .Total 1.00 (°F) (cfml.Ratio 61 1 5540 S/T °F)' Ca p' WawRatio S/ Cap. Watts Ratio S/T Cap. Watts Ratio S/T - -i _00 1.00 67 2250 Dr Bulb IBtuhl, ,Input. D Bulb- ° (8tuh1 :Input Dr Bulb °F (Btuh) Input Dr Bulb °F .70 .86 1.00 76..80 <64 64.400 .76 80'. 84 61 000 `6020 76 80 84 57 700 6310 76 80 84 6580 1100 1136.000 .90 2340 .79 .91 1.00 34.3 .93. 1.00 500 2 .83 .96 1.00 30 700 .2830 85 .99 1.00 63 1250 6 350 .82- :96 1.00 35.100 -2 84 ..98 "1:00 300 -2650 .87'- 1.00 .1.00 31 600 2850 .90 1.00 1.00 .49 .63 .77 1400 37 2350' .86 1.00 1.00 36 r :.88' 1:00' 1.00, 34.3 660 .91 1.00 1:00 32,600 2870 .95 1.00 1.00 61 500 6510 38600 6780 .51 .67 .84 34.7001 2670 .64 T7 2870 67 ' ' • 1250 39.300 2360 ..64. ` .76. . 89 37 300 .2510 5 .78 .92 35 300 . 2680 . - .66 .81 .95 33 00 2880 .65-- 68 .83 .98 1400 39 900 2370 .66, .80 -.94 37 900 -2510 .67 •32' :96 35:800 2680 -::69 :85 .99 33 700 2890 71 88 1.00 71 1250 42-000 2380 .47- .59 .7T 40 000 2530 .47 .60 .73 .37,800 2710 48 .62 75 35,500 2920 .49 .63 .77 1400 42 600 1 2380 • .48 61 74 40`400. 2530 .49 63 ..76 38 200 • 2720 .49 .64 .79 35-90-0 2930 .66 F.82 NOTE - All values are gross capacities and:do not include indoor coil blower motor heat deduction. <HP14-410/650V COOLING CAPACITY WITH CP12-65V/E12Q5 INDOOR BLOWER COIL UNIT (High Speed Corrtpressor�Operation) -- awv o y, vao wya� u nur 1nuuuc uruuvr GVn uruwnr. mutur nr;tlt ueuuGuun. - - - HP14-410/650V HEA_ TING'CAPACITY WITH CP12-65V/E12Q5 INDOOR COIL UNIT « - (Low Speed Compressor Operation) 1 . Indoor Coil:. - • - Air Temperature Ent ring Outdoor Coil F) Outdoor Air Temperature nterina Outdoor Coil °F Air Volume 74100 • �" 5365 70,000- 0 000'50 Enter.. Wet Bulb. • ' 55 -15 85 Icfm1 'Total Htg. Cap. 95 Total Htg. Cap. 105 -Total Cap. 115 .TotalTT Sensible : - Sensible Sensible Sensible Air. Total Comp. Total Comp. Total Comp.To Total iToTotai To Total To Total ••Vol. Cool Motor Cool Motor Cool Motor"Ratio S/T Ratio S Ratio S/T Ratio S/T(°F) (cf - D Bulb °F s D Bulb *FCap.. Watts D Bulb °F Cap. Watts D Bulb 'F (Btuh) Input (Btuh) . Input (Btuhl Input 76` '80.. 84. 76 80 84 76 80 84 76 80 84 Comp: Motor 2000 58,700 5420 1•. -.94 1.00 55700 5740 .83' :.96. 1.00 53,000 •6040 ..85 .99 1.00 150.200 6320 .88 1.00 1.00 63• 2250 60 000 5480 .98 1.00 56.800 5800 :.87 1.00 1.00 54,200 .6120 .89 1.00 1.00 51 700 6410 .92 1.00 1.00 2405 2500 61 1 5540 1. 1.00 58 20,100 1.00 1.00 55 700 6200 .9 1.00 1.00 100 6490 .97 -i _00 1.00 67 2250 63600' 5660 5 78 91 60.200 :66' .81 .94 57 000 6280 .83 .97 53 900 6540 .70 .86 1.00 2500 64.400 5710 .67 .82 '.96 61 000 `6020 X69 .84 .99 57 700 6310 '.71 :87 1.00 54 600 6580 .73 .90 1.00 200(Y ,71 7250 000 5870 .47 :.60 .7 64 400 6190 48 2 .75 900 6480 .49 .63 .77 57 500 6750 .50 .65 .80 2500 7 5900 7 65 100 49 J 61 500 6510 .66 .81 6780 .51 .67 .84 -- awv o y, vao wya� u nur 1nuuuc uruuvr GVn uruwnr. mutur nr;tlt ueuuGuun. - - - HP14-410/650V HEA_ TING'CAPACITY WITH CP12-65V/E12Q5 INDOOR COIL UNIT « - (Low Speed Compressor Operation) 1 . Indoor Coil:. - • - Air Temperature Ent ring Outdoor Coil F) 78,200 60 Air Volume 74100 • �" 5365 70,000- 0 000'50 5 55 -15 50 Icfm1 'Total Htg. Cap. Comp. Motor Total Htg. Cap. Comp. Motor Htg. -Total Cap. Comp. Motor Total Cap. Comp: Motor i 70F db lBtuhl Wafts Input' Btuh Watts Input $tub Watts Input Htg. Ietuhl Watts Input 2000 48 100 2500 45 300 - 2460 42 400 24?0 39 400 2370 ?250 48 500 2470 45 700 2425 42 700 2385 39 600 2345 2500 48 800 2440' 46 000 2405 42 900 2365 39 800 2325 Coil Compressor Motor Watts Input • Air Tem erature Enterin Outdoor Coil F 5785. 78,200 60 Indoor Air Volume 74100 • �" 5365 70,000- 0 000'50 5 5145 -15 47 Total Ht `Ca Total Comp. Motor Htg: Cap. " NOTE - Heating capacities include the effect of defrost cycles in the temperature range where they occur. Total Comp. Motor Ht ;1`• ' - �. HP14-410/650V HEATING CAPACITY WITH CP12 65V/E12Q5 INDOOR COIL UNIT 70F db ' Watts Input (High Speed Compressor Operation) Ca Cap. Watts Input Htg. Watts Input Cap. Watts Input _ 43,100 - Btuh - Btuh •" Btuh Btuh 45 25 2000. • 7T200 5920. 60,400 4995 42,600. 4030. 30,500 _ 3350 19,600 Coil Compressor Motor Watts Input • Air Tem erature Enterin Outdoor Coil F 5785. 78,200 60 Indoor Air Volume 74100 • �" 5365 70,000- 0 000'50 5 5145 -15 47 Total Ht `Ca Total Comp. Motor Htg: Cap. Total Comp, Motor Htg: Cap. Total Comp. Motor Ht Comp. Motor Total Comp. Motor 70F db g. p. Btuh Watts Input Watts Input • Ca Cap. Watts Input Htg. Watts Input Cap. Watts Input _ 43,100 - Btuh - Btuh •" Btuh Btuh 2000. • 7T200 5920. 60,400 4995 42,600. 4030. 30,500 _ 3350 19,600 2990 2250 78,200 5785 61 100 4915 43100 3965 30 900 3330 19,900 2970 2500 79.100 5675 61 800 '. 4850 43 600 3915 30 600 3310 20,100 2950 NOTE, - Heating capacities include the effect of defrost cycles in the temperature range where they occur: ` HP14-410/650V HEATING PERFORMANCE WITH CP12-65V/E12Q5 AT 2250 cfm INDOOR COIL AIR VOLUME 'Outdoor Tem erature (deq.fl Compressor Motor Watts Input Total Output ietuhl 65 5785. 78,200 60 5575 74100 55 5365 70,000- 0 000'50 50" 5145 •65 500 .. 47 5010 63,000 ' 45 4915 61,100 401, .4680 '56,700 35 4430 52,000 30 4175 47,500 25 3965 43,100 - 'Outdoor Temperature (deg. F) Compressor Motor Watts Input Total Output (etuh) 20 3750 39,600 17 3610 37,500 15 3515 36,000 10 3445 33,500 5 3330 30,900 0 3240 28,500 -5 3170 26,000 -10 3075 23,200 -15 2970 19,900 ' 20 2855 17 100 *Outdoor tr:mpprature at 704w relative humidity. !ndoor temperature at 700. 'Outdoor t.'npCf.ltwa at 10"'o :elx;w hurni:!i;y. N'donr ;, rtrprra{ re ;rt !oz,.' ` -10n- -4 t= r, t ES12 MODEL — DOWN-FLO WITH FIELD INSTALLED CPR12 COIL • 0 E12 & ES12 SERIES ELECTRIC FURNACES UP-FLO - DOWN-FLO HORIZONTAL 13,000 to 102,400 Btuh ,Electric Heating Capacity Add -On Cooling 1-1/2 thru 5 Nominal Tons r ` Q: 011 V. i ES12 MODEL — HORIZONTAL WITH FIELD INSTALLED CPS12 COIL ENGINEERING DATA HEATING UNITS ELECTRIC Page 11 July 1, 1983 Supersedes 9.1-82 -rn ' 4 _. Fit �. ,(QE b. i . t� o- E12 MODEL — UP-FLO WITH FIELD INSTALLED CP12 COIL Multi -Position Line Of Electric furnaces Provide High Efficiency Performance And Installation Flexibility The Lennox E12 and ES12 electric furnaces are designed for multi -position cabinet interior. Variable speed direct drive blowers have sufficient capacity installation in a basement,. utility room, alcove, closet, crawlspace or to handle cooling air volume requirements. Hammock style fiberglass air attic. Versatile units are applicable to heating only; heating -cooling or heat filters are furnished on E12 up-flo models only. Nichrome heating elements pump applications. Several models are available in varying sizes with a wide give long service life and efficient heating operation. Factory installed cir- range of heating and.cooling capacities. E1202 and E12Q3 models are for cuit breakers are accessible external to the cabinet. Optional accessories up-flo applications only. The E12Q4 and E12Q5 series models are applicable available include thermostat, return air cabinets, down-flo additive base, to either up-flo or down-flo installation. The ES 12Q2, ES 11203 and ES 1204 outdoor thermostat and filter kits. series can be installed in the horizontal or down-flo position and the ES12Q5 Units have been tested and rated according to Department of Energy (DOE) models';in the horizontal only. test procedures and Federal Trade Commission (FTC) labeling regulations The optional field additive "slide -in" coil installs internal to the cabinet (up in the Lennox Research Laboratory. Furnaces are U. L. listed. In addition, stream "from the blower and electric heat elements) and is specially units and components within are bonded for grounding to meet safety matched to the. unit for efficient'air delivery and maximum capacity. For standards for servicing required by UL and NEC. Blower performance data up-flo applications optional return air cabinets are available, for installation is from unit tests conducted in the Lennox Laboratory air test chamber. on either side of the unit. Each unit is test operated at the factory and shipped assembled (except The cabinets are trim and attractive appearing with,a durable electro -bonded for the DX coil) with all controls mounted and prewired. The installer has paint finish. Removable front panels provide complete service access to only to make the necessary field duct and electrical connections. Down Flo Installation Typical Applications i M t - Horizontal Insiall:n ion With Electronic Air. Cleane+ And Humidifier NOTE — Specifications, Ratings and Dimensions subject to change without notice. Up -Flo Installation With Return Air Cabinet t Model No. Blower wheel nominal diam. x width (in.) Blower motor h Up -Flo Net free filter area (s . ft.) Models Only Filter cut size (in.) Tons of cooling that can be added Shipping weight (lbs.) Number of packages in shipment Electrical characteristics tOptional Return Air Model No. Cabinet (Up -Flo only) I Shipping weight (lbs. tOptional Additive Coils Up -Flo Model No. I Down -Flo tDown-Flo Additive Base (Optional) TFilter Kit (Optional) Down -Flo Models On tMust be ordered extra. '2 kits are required for down-flo applications. E12 SERIES SPECIFICATION E12Q2-05 E12Q3-05 E12412-10 E12Q3-10 E1202-15 E12Q3-15 E12Q2-10 E12Q3-20 9 x 7 10x8 1/4 1/3 1777 5.3 6.3 30126x1 40x26x1 1.1/2 or _3' 2-1/2 or 3 121 127 1 1 E12Q4-10 t E12Q4-15 E12Q4-20 E12Q4.25 10x8 1/2 7.8 44x26x1 1, 3-1/2 or 4 160 1 RA 10-16-53 56 CP12-26V CP12-31V, CP12-41V CP12-46V, CP12 51V CP1 CPR12-46V, CPR12-51V CPR LB-34695BC LB•3� 'LB-51349CA E12 SERIES ELECTRIC HEAT RATINGS E12Q5-20 E12Q5-25 E12Q5-30 12 x 12 3/4 8.7 0x26), 1 4or5 192 1 Model Number tOutput Btuh tA.F.U.E. E12Q2-05 16 000 100% E12Q2-10 31000 100% E1202-15 45,000 100% E12123-05 16 000 100% E12013-10 31,000 100% E12Q3.15 46.000 1000 E12Q3-20 61,000 100% E 12Q4.10 31 000 100% E12Q4-15 46,000 100% E12Q4-20 61000 100% E1204-25 75.QQ0 100% E12015.15 46,000 100% E1205-20 62.000 100% E12105-25 . 75 000 100% E12Q5-30 91,000 100% vnun crecy oases on UUE test procedures. and according to FTC labelingucoucmaoa regulations. ES12 SERIES SPECIFICATIONS Model No. ES12102-05 ES12Q2-10 ES12Q2-15 ES12Q3-05 ES12Q3-10 ES12Q3-15 ES12Q3-20 ES12Q4-05 ES12Q4-10 ES12Q4-15 ES12Q4-20 ES12Q5-15 ES1205-20 Blower wheel nominal diam. x width (in.) Blower motor hp 9 x 7 9 z 7 10 x 8 12 x 9 Tons of cooling that can be added 1/4 1-1/2 or 3 1/3 2-1/2 1/3 3 or 3-1/2 3/4 Shipping weight (lbs.) 121 131 ES1203-15 4 or 5 Number of packages in shipment 1 1 140 116 Electrical characteristics 99.0% ES1204-10 1 1 tOptional Additive Coils- Horizontal CPS12-26V 208.240vi60hz/1 phase CPS12-31V ES1204-20 Model No. Down -Flo CPR12-26V CPR12-31V CPS12-41/46V CPR12-41V CH16-51FF or CH16-65V iDown-Flo Additive Base (Optional) LB-34695BA I LB -34695E i 1 L8-3469566 ---. tFilter Kit (Optional) LB-51349CA 1Must be ordered -r. ES12 SERIES ELECTRIC HEAT RATINGS Model Number tOutput Btuh tA.F.U.E. ES12122-05 15,000 98.8% ES12Q2-10 30,000 98.8% ES12Q2.15 47 000 98.8% ES12Q3-05 16 000 99,0%. ES1203-10 31000 99,0% ES1203-15 45 000 99.0% ES1203-20 63 000 99.0% ES1204-05 16 000 99.0% ES1204-10 31000 99.00 ES1204-15 46 000 99.09111 ES1204-20 64,000 99.0q-. ES12Q5 15 4600 99.3;�,, ES1205-20 65 000 99.3% �r., run. Uunzauun emciency oases on DOE test procedures and according to FTC labeling regulations. —13— t�t t6 t-116 • 17.78 _ ELECTRICAL )�INLET C SUPPLY AIR OPENING 1-v1s DIMENSIONS (inches) UP-FLO MODELS U. L. INSTALLATION CLEARANCES ' 314# 3/4TERMINAL TUP VIEW --- 26-1/8 ELErIa am� u STRIP ' )Low VolteOe - E12Q4 Series - a- CONDENSATE DRAIN G �- 22 2.316, 49 HEAT ,•n,.um,n,,n, m•o1 er t othide) SIDE VIEW ® - mem ELI Ea 31-1/4 C AIR FLOW 19-1/8 --_-t__1_ ELEC?NCAI D -T----r- 14 LL �' I INLETS )Both Sides) •E SLGM[A 1 - 14 I BLOWER 26 F 1 . " ! 2-5/8 -G 1 sucrtoN IVAP011) 7 10-1/2 13 A I U%1E I 21-1/8 24-11/16 22 J - - 9-7/8 10-3/8 • K u LINE ter- t9 0 4-3/4 5-1/4 L 1 2 r----------� M .OPTIONAL. 'CP12 COOL 1-3/16 22 -%2 1/2 I (Field Im"MWO I I I RETURN AIR I OPENING - - µ, ' 1 1/ii FIL ER I� (Either Side or Batt .t Plenum and Outlet duct E12Q4 Series Z ,�•� CONDENSATE DRAIN G �- 22 2.316, 49 - RETURN AIR OPENING F F RETURI .AIR SIDE VIEW convioeArr T 111 ces Cabinet 1 0 Inch Plenum and Outlet duct E12Q4 Series on blower/coil units 0 inch Plenum and warm air 49 duct within 3 ft. of cabinet 1 inch Floor 'Combustible *When unit is installed in the down-flo position with electric heat on a combustible floor the optional down-tlo base is required. Model No. E12Q2 Series E12Q3 Series E12Q4 Series E12QS Series A 49 49 53 53 8 16-1/4 21.1/4 26-1/4 31-1/4 C 14-1/8, 19-1/8 24-1/8 29-1/8 D 14 14 18 18 •E 11 14 21 26 F 2-5/8 3-5/8 2-5/8 2-5/8 -G 5-1/2 7 10-1/2 13 H 21-1/8 21-1/8 24-11/16 22 J 7-1/4 9-7/8 10-3/8 14 K 2 2-3/16 4-3/4 5-1/4 L 2 2 1-3/4 1 1-5/16 M 1-3/16 1 1-3/16 1 7/8 1 1/2 DOWN-FLO MODELS H G- ES12Q3,. F Model ES12Q2 ES12Q4 E12Q4 E1205 E No. Series Series SeriesUCTION Series - 22 2.3/8 LIQUID OPTIONAL (VAYOR); cif LINE ` CPRI2 COIL, LING K 53 A 49 49 53. D RETURN AIR - (Field Installed) I OPENING CONDENSATE B 16-1/4 21-1/4 26-1/4 31-1/4 DRAINS C 14-1/8 19-1/8 24-1/8 29-1/8 E III a . L s) D 11 14 21 26 TOP VIEW FRONT VIEW E 2-5/8 3-5/8 2-5/8 2-5/8 (E12Q5 MODELS) —26.16 111, — e --w G F 1-1/2 1-1/2 1-1/2 4-3l4 I 1+ v-►i� G 7-114 9-7/8 10-3/8 14- — -- - 7 H 2 2 4-314 5-1/4 LIQUID LINE SUCTION (VAPOR) J 2-3/8 2.3/8 1-314 5.3/16 AIR #FLOW CPnnicolL LINE K (Field Inatelledl K 12-13/16 '14-13/16 -17-3/16 21-5/16 -C- c�- L 5.5/8 8-1/8 10-5/8 13-1/8 �--•-- '17-3i8 with CPR12-41V Coll. ,- _ A CONDENSATE DRAINS ♦i 5 L - "21-3/4 with C0312 -51V coil. I 'BLOWER ELECTRICAL INLETS I ' ' i8oth Sides) ' I t t TERMINAL STRIP - NOTE — When installing on a combustible floor an additive base - . may- - - IL._Voltage) - - - -_ - - - is required. Make an opening in the floor - 26-3/8 in. wide by _e�ecTnlc ELEMENTS 20-1/8 front to rear for LB-34695BC base 0204 - Series), 31-3/8 in. wide by 20-1 i8 in. front to rear for LB-34695BD base (E12Q5 I I Llit6f+ t4---17-7 f - Series), 15-5l8 wide by 20-1/8 in. front to rear for LB -346958A AIR 34 sAIR 1.1 .16-x! F�--C-�j 1-1,16 base IES 1202 Series!, 21-3/8 in. wide by 20 1/8 in. front to _uvvLY OPENING SUPPLY AIR UPFNING SIDE VIEW FRONT VIEW rear for LB -3469588 base (ES12Q3, ES12Q4 - Series). —16—. 0 WATER HEATER - (INTEGRAL TANK MODEL) General Description The E -Tech Water Heater is a non -reversing (heating only) air -to -water heat pump (W H H P). It is used instead of a regular water heater in order to save energy. It operates on the heat pump principle; i.e., a compressor operating in a non- reversing refrigeration circ;:it extracting heat from the air and expelling it through the condenser to the'water. i he unit is designed for new cunsUruction, replacement, or wherever a suitable electric organ water heater is not currently in place. The heat pump is shipped at plumbed and 'Wired to an 82 -gallon electric water heater tank. The heat pump section contains a compressor, air -to - refrigerant evaporator coil -.,air fan• water circulating pump, refrigerant -to -water condenser coil, expansion device, and controls. Air is forced o\er the evaporator coil by the fan. while water is circulated from the bottom of the hot water storage tank through the condenser coil, and returned to the tank by the circulating pump. E -Tech Water Heaters have been thoroughly tested by utili- ties, government agencies and independent laboratories. All ratings'and specificattons.are'in accordance \kith standards proposed by the Air Conditioning and Refrigeration' Institute or the Gas Appliance Manufacturers Association. Installation and Operation The Model R 102 Water'Heaieridesigned to he installed as easilvasa standard electric \+-ate heater: hot and cold lines are soldered to thestuhs on the heat pump and a 25 amp. 230 volt po\\rr,uppI\ is connected. The only additional steps required are purging air fro ill 'the heat pump Nater lines and running a condensate line to a suitable drain. The heat pump must be protected against freeiing and temperatures greater than 950 15' F.* This \\•ill normally cxclni.k. attic in lallalions. The WI -11-11' ma\ he installed in unconditional, frce/c-protCcicd space or in conditioned space. The space coolinc effect of the A'H H P may have some impact on the heating and cooling rcLluircments of the condi- tioned space. The minimum si>e closed space for installation is 750 cubic• Iel'I: less space is rcgtiired if air flow'is permitted. such as \\ilh louvcIt-d doors. In lu•,\ temperature situations (front 45'..-50' F• depending on rclati\c humidify and inlet \\atcr tcn,peratttrc) the lieat pump will automatically shut off and the resistance clement in the tank \kill be activated. 1 addition. there is a three -position -,\\itch to select the normal heal pulp n,\ de. resistance heating only made, orsy-,tcn, off. he'R102 \later Healer is dcsTncd such that 11' the heat pump must he ren,o\cd lot Net -\ick. the tank and household plunrhinrri,a\ he lift nndistunccd. Ilii N\\it:h ,in "r'csistanic heating" insures \\ager heating dllfing the -,i r - \ice' pci Hid - 0 MODEL R 102 Specifications OUTPUT: Rated 12.100 BTU hr (3.5 k%\)** ENERGY FACTOR: 2.53 (COI') adjusted in accordance \\ith the GAMA standard \\hcn heat trap is used on connecting water lines. .RECOVERY: 18 gallons per hour at 135' F tank temperature** 25 gallons per hour at 115' F tank temperature** COO IN & UF1.1 MIu1F ICAT Ic)�. 7906 B I U hr and 1.6 pini,, hr** WEIGHT: 320 lbs. TANK CAPACITY: 82 Gallons. WATFR TFMPFRAfURF: Ma\innnn 14001:(611°(')**. E1.ECT.RICA1. SPEC II-'IC'A'I 10\S: 230 VAC @ 60 H� Maximum Amperage: I8 amps \\ ilh resistance elements C 230 QAC. 25 an,p ltim:s m circuit hreakers required. OPERATING TFMPFRA'l UR LS: 4O0-50' F (7°-10°C) Minint,in, air inlet dcpcnding on rclaikc hnn,idit\ and inlet \\atcr temp. *950415° F(35'- 6'C) \I:r\in,uni air inlet dcpcnding un mullet \\atcr Ihrrnioslal "Chin_. **( •\\1.1 r.alin_ poua! %�` I I)I1 h1` I \\ B .1 Applied Research Laboratories Listed E eT e. eh \�.,O Amencan Urjyc. Atlantal. G�c.r�ia :,',L;11 • 1-4(141 4:�,, ( 644 JAMES D. FRO CIVIL ENGINEER, LAND SURVEYOR tee' No, or. CALCULATED sr' J S g - ? fZ i�-1ba Nrl► 111 DATE "I P" OEaE11T G 92240 oMeoKec w DATE p row - 70 iMe "o .fes or•+ CH r e► AR' 4Leu: IS'4.735 • I I .. ' \ I I. I .I CA I I ' I ��' t � I GGG `r'•'f t�J•' 9 a I /o{: t • ! s Imo.. , of --- i C3 vc I•: C y ; I , ...... ...... .. , i . ... I. QROF SS/ ; i ..r cz I �u, r+,I ' • �j. "� fNMM MY•� �+rwa Mry,�ppgliJl,h M1lNen.AtiN.. Ou�lb � - . !::.` PIRE;i 01- �_ 'Ll 1 77= 4 .kiAXI�'IIm ACFn Pa_nn" -ITTNG CPIIE'ita: I r;aL-2 ---- -; -----..—T-31. R -1.6x3----'--' ----------- <= 1.25 (FOR CEILING JOIST RF='1.0r CSI=1.0) I- . • 9aFri+RF'a$ ' any pitch (see chart) 5•1,*L^a _ SLOPES<a:12 _5L0PF.5>=4: t2 ALL SLOPES CEILING JgI9T II - ---- ----- = OtF t+ -LL w=LL w=LL+KaDL 'rI=LL i84aE•I nEF<-=L/?40 DEF<=L/190 OFF<=L/180 OFF<=L/240 I T-32, I;Lir EQT I F.5 12-1.6x3 I � z a. S= 3. �P , 1 = 5.359 --'-' --'--------..-----._..._.---------....._.._—_ _._. _.._.. _ • n 2xt,, S=7,563,'1=20.797 2Y _ ;F=.1.15 _ K -1•t)----- ---------^_-^--� ^'---_^-.. _-_-� ..__-_ ..-� -^ _- ,-- �• . -------------------- [ I RAFTER R4FTER CEILING--- -'- --------'-- ..--- see chart for maximum spans and SLt1PE<4:12 SI-OPE>=4:12 JOIST respective lumber grades --- - .. LIVE. Lean =___> ?n,QPSF 20.OPSF 20.OPSF 16,nPSF 16.ONSF- 16.OPSF lO.OPSF, 2x4 stud with T -31,'R -1.6x3 Df A() L()an =___> A.OPSF 15.OPSF 20.0N5F 7.OPSF 14.0PSF 19.OPSF 5.OPSF (not required if top chord supported) T01AL LUAO =___> PAQPSF 39 nP5F 40.OPSF 23,nPSF 30.OPSF 35.OPSF 1'5.OPSF 517.E C-PADF E FR. — plates sized for handling only and may be S5 D.F 1 .H 21 n0, 1i Ito 7: Sp 7i 11' 9i Ay 71101, 7: 5" 10i 3" replaced with any equal fastener , --'- — - I ).a=1..OF' 1.?+ 1I'S0 A..1to 7�....5u 7.r' f};-----9.....�li— 7'1(1" 7� 10 ?Xu r? OF 1.7 1490 .N' Q". 7' Jr' •.7, not - 9, .51, 7' A" 7i 31' 91.II" ? i u ,1 , n 7i 2 1, 6i 21, Ai 51, �u l'Ur: 1'F 1,5 1050 7'' S' 6 A 6' ? 8 2 - - . — ;-' .;----5, 'S1,.. ; 2„ �; Sii 5;-9 i... Ii c 3 I!'F 1. 5 900 6 6" 5 9 � n.----•— -- -- reo� o raoif -. ?XU STn(+DF 1.S P.00 6r 6" 5i 91, 5; 5,r 7: 2.1' 6: 311 5i 91,. 7•; 5r, 11)" °z ,h1pWo"'EfvSo= . ?.Zc FTU 1!F _ 1 .5 hon $' 7'i 5i On a' A" �: 21, �: 51, 5i Qn 6: 5„ J4 9�•0 �\ —.. _ — e - - 2953 61 azo. S'$ NF 1 .5 1651, - 7' A" 7' 0" 6 A' 9 1'' 7 4 7 0 9 8 '--------._.._..--------- Irx- -1 MF 1.5 IoOn 7 P 7 06r' p1' 9, f,, 4„ „ ,f 7, 0, A„ ''41, ,9s� \�', ow IJXa a2 HF' 1.'3 1150 7-' 6" 61101, 6i �n —Ai -71, 7" ?u 6.,101' A'10n �ytESRan.Ep�` —' 'r.Y,a CON HF 1..2 9J5-.. 6 .7•,' 5--5:I'f'ri'- -7, '6 ?X4 c3 fIF 1.? 650 5!101' 5: art ar111'6i. Su 5 A°' Si 31, 6' c- ?XSTUDEIF' 1.2 A91) 5'.10" 5: 31, 4ilf"' a 6' 5" 5i Ari 5': 3tt' 6' R° Na. 3795_..._..--- --- ---- `'JanoA. 2X� STU HF 1.2 475 10" A 5 0,,...._... 4, '61'..__ 4, •2,i-----5.` 61' -- y,.-._..._.4�. 61,. _.5 a. „ -- a•q7 ;5.:'� HaEuaam.. Q�17 ; ?x6 SS 1)F 1.A 1Ann 1?' 9" 11' S" 11' 211 13 21' 12 311 11, An 16, 11' t»Je`j/ .. _.. . 1 .... i . :. e..- -- - '• fir/'"" 2 x 6 = 1 O F 1. A 1 S 0 J 1 2 9' 1 l 8 1 S 1 1 TRU `3S` iil�r (cs�!- -- al he U[ Sic X. S. r2 1,F 1.r 1?50 1�61t 11, 51, f•1,. Art. ftl' On 1?.• 1,.r11' 5"�.MlOy�: �Y6 cj•0 1,.5. 171 ')' R" ..it. � ljet A-•. ttt A" 9: 41,: Ai $" 11' WI•W M'h� `''� �'` . ? 'i fa $LIIUDF 1.5 7?9 9r 'Q1,- --. Hi A _._..... 8, fa- ----'' iQP..R",_... q� fir" Ai 8" 11'. 01,.W. Ia b,�wr �y.be 1O�,N•f: x! Sti HF 1 .5 1400 12' n" 1 l' 0" 1 0 r 6" Ill., air 1 1 ' 71, 11' 0" 15' .21, `s• o� a ''t tncl�` 1 P').1 r i u . n i r - • n. " . i 'n. /p,Y.l `', 1 F.F 1 .5 1200' 1'2 0" 11 0 10 S . lz 9' i 1'' 7 11 0 14 `r?>6 1'2 HF... 1.4 1Cn1) 11! 5".."' 10x'21' ... 9 Ott I 11 a n... 6 1 z 7 i 1 0 .` 10 • 2 13. ' Q lr�lo-CalifOmia 82201/(67�T.54 , `•.[., I?Kn.ti HF. 1,? 51.5 A' A'1,.. 7, ,)., - 7r _S1, a, 61' .A.1 111 7, q1, 9 1.0o ]?XO 5TI1014F 1.2 575 R' .R" 7i 91, 7' 31' 9' 6. A' I1 7i 91, 9i1On '`4ytwE5R wv v I ._ •--'----'--"--- '--•---•--'-- . - h[[1'"al, _ : � � n • i I euorut. 1 l Er::[ .. ._.....___•_. .J 1,11 ...v I' E .I . v s k 1 a a L E (1 / I 1 C 5 T = t . 25 ..----- —---------------- - --'--------'--' '---'-------- —— --- - r� �p�y�� _� F/22/77 LL OEF=L/210,L/IA0 - --- T��dln�VVl21i S - ? S - 5 .✓. ►'a`vv`vi SYSiEh1S �AESPA.v.CTn1971 i I I i . _ I I I HIP fkl..:N0 LE TwllS• -7L IG/ 2:179 I. CES BY 1ti l\:YTEr'DED JACK TGP CHORDS SECTION A•A -OOF JACK I ! I x: Li NJ i j 02 Ef , l: V STD. TRUSSES HIP T P..'J,-SSSS SECTION B•B RIDGE�COUhf0;! TRUSSES SHAPED BLOC CP,OSS BLOCK . } ! HIP RAFTER C I PLAN SHAPED BLOCK CROSS BLOCK m IL r SECTION C•C LU ALTERNATE FRAMING U WHERE HIP q RAFTERS DO'NOT MEET p AT CO-. ION TRUSS O T, i RUS.W.AL 14 TRUS Nr:ING SYSTEM W�1 FOO= JACKS "Lumbermen Since 1884" � l PLAN 83-490 Indio boulevard e Indio California 92201%(619) 347-9754 . TYPICAL HIP FRA*Nl{i�1G D ETA ILS C.�`®® 5'StSTRSS • I+-511 SrS!WSC0,l0R.NOv•.S.GNOCE C01"P1:r TYPE 800GIRDER 00NNECTOR PLATE FEUIREMENTS GIROER NAILING NOTES 1. 1/2" DIAMETERMACNIME.BOLTS MUST QE USED AT 41-0" SPACING jhL-! ••• 2x 6 TOP CHORD, 2X 6 BOT70M CHORD ••• t 8/5/t0/Ol Ann111PIN 3b. THE QUANTITY OF 100 NAILS SIXOWN FOR A" L-Plr BOTTOM.' CNOROS. JOINT PLATE 512L X Y' POST -7007" •• PLATE LOCATION' t+ JOINT Tr PE 2, 10� NAILS -USED •1N TIE-IN TRUSS MANGERS MAYBE INCLUDED IN TOTAL' • •• • •• ' •NlEDED POR_2ND TO 1ST PLY CONNECTION. 1 1/2 1 14 PT 3. EACM.PLY OF UPPER CHORDS AND WEBS MUST BE CONNECTED WITH 100 NAILS J 1A 5 1/2 X 14 PT END HEIGHT = 4.04 IN. 14 ON 12" CENTERS., VII" 2 1/2 1 3 PT SECONDARY PLATING MAIL QUANTITY IS BASEO�ON 2•-0" TIE-IN TRUSS SPACING.' NAIL QUANTITY J 2 3 X 4 PT 2 3/41N 3IN 5 MAY BE REDUCED PROPORTIONATELY -FOR LESSER TIE -1N TRUSS SPACINGS:. - J 3• t 1/2 X 5 Pi 4 1/2tN 2 318IN 6 S. J 7• t 1/2 X 6 PT 7 HAIL QUANTITY BASED ON DOUGLAS FIR AND SOUTHERN PINE; FOR NCM -FIJI, J 6 2 1/2 x 3 PT 4 ADD 40♦ MORE NAILS •• OPTIONAL SPLICES •• C 2 IS 3 I 4 PT - C 7 1S 4 112 X P1 40. OF ISO HAILS PER TIE-IN TRUSS FOR MULTI -PLY GIRDER BOTTOM CHORDS 2 -PL TN 3 -PLY BOTTOM CHORD Ii -PLY -BOTTOM CHORD (SEE NOTE I) IST PLY FLY ./TE11AH: DOLTS ' ••• 21 6 TOP CHORD, 2X E, BOTTOM CHORD •••e41•.0M SPACING, PDS I -TOOTH •• PLATE LOCATION JOINT -- - 1DIN1 FLxTE SIZE •. t° .• .. Y TYPE J 1 5 112 x 1 4 PT - 1 J 1A 5 1/2 'x 72 PT END HEIGHT . 4.04 IN. it w IN 3 1/2 " 9 PT SECONDARY PLATING TOTAL 2ND TO IST 0 TO 1ST SRO TO 2140 2NO TO ISI 3RD TO IND 67H. TO 3RD J 2 3 A 4 PT 2 3/41N SIN 5 LOAD - -' J 3• 41/2 x 5 PT 4 1/21N 2 1/21N 6 TIE••IN-SPAT TIE -IN -SPA TIE;1N-SP TIE -IN -SP IE -IN -SPAN TtE-IN-SPAN J 7• 4 1/2 x 6 PT 7 (PSF) IQ, 30• "40' O' SO' 40' 20'.30!.40' I0- 30' 401201 30' 40' 20 30' 4-0- J " 2 112 X 3 Of 4 2S-3 4 6. 7 S I 10. 3_ 4 S 6 B 11 S 7 10 2 4 4 - OPTIONAL SPLICES C 2 IS 3 X t Pt 16-4 S )! ! ! 72 3 S 6 7 I1 I� 6 9 I2 3 '4' C 7 IS 1/2 1 5 PT _ S ' TK -S 6. 11 B 11. IS 4 6 B ! 13 17 6 11 15 •S'6 . 56-6 1 10 13 9 17 Ii S 1 ! '10 IS 20 9 13 IS, iiiiiii Moir GCNERAL NOTES - ••• 2X 6 TOP CHORD, 2110 BOTTOM CHORD ••• ( 8/5%40/01 1. BOTTOM CMCRO SCABS MUST BE EQUAL TO BOTTOM CHORD LUMBER GRADE ' AND SIZE. THESE SCABS, SHOULD BE. APPLIED -TO BACK SIDE OF . POST -TOOTH •• PLATE LOCA710M • JOINT- THE GIRDER. NOT ON TME.TIE-IN SPAN SIDE. JOINT PLATf SIIE •• 1 •• • T TYPE J-1 5 112 x 14 PT. 1 2. BOTTOM CHORD SCADS'MUST at 'SPLICED AT A TRIS JOINT•LOCATtON, ' J 1A 5 1/2 X 12 'PT END HCIGHT 4.04 IN. 14 USING THE OPTIONAL -TRUSS CHORD. SPLICE CONNECTOR PLATE SCMED. dil" 4 1/2 X 10 PT SECONDARY PLATING ULE SHOWN ONTHEAPPROPRIATE GIRDER SERIES PLATING DRAWING'. J 2 3 X 4 PT 2 3 1 4 1 N 3I S - J 3'. A. 1/; 1 5 PT 4 1/21M 2 1/21N' 6 3. REFER TO APPROPRIATE GIRDER SERIES PLATING DRAWING FOR NAIL- ! 7• 112 X 6 PT 7 ING SCHEDULE OF MULTI -PLY GIRDER TRUSSES. BOTTOM CHORD SCABS 1 2 1/.` w .S PT INO'AC YE CON:IDCII(!D ECU°-(: TO AN A"IT1011A. PLY P!'•."-I4.:1Li/:G C 7 IS 3 t 4 yr 4. ALL MEMDERI htUSY Of CUT TO DEAR, WITH PLATES CENTERED ON t 7 IS 5 1/2 A 5 PT JOINTS UNLESS OTHERWISE SMOwA. 3. TRUSS CHORD. SPLICES SMALL BE LOCATED 1/4 OF THE PANEL LENGTH 6"), MEASURED FROM A JOINT. - '0;' , ?LT - '3 PSI (USING GROSS PLATE 'AREA) _A7ING:CNF^.RHS TO 7PI-74, HUD 4.17.03.. - TRUSS DIVISION PI• �� I• • hIL-�3 'lumbermen.Slnie 1884' /�.W,�yA-�4�9,,0�Indio Boulevard IrKCsjbmia 92201/ 7, °NTS D t 1 y ,. 1�2M•! i �YAL L Y,, +'L r J� -��a• L�wrr F•+'�t a ♦ y i w r �:: by 1 • ` p.�Jl A J�A I : 0 Mydr"Jr Engkvowklp, lne.. 1978 800 s N"re-Air fAabo+ye de: Y ro0m>1DU for dTertard Oxdtp ICCdaCY 0". bum an t11B dup 01i=1. show an i. `• / 1 c L ^ o r T P I C ^ f. c all dT71IRtq. Ca"aotaalaCRen�aoc�kDtem��for MY**Aw L•www otna. KYVIKU "am" no rmxw 2C/10/0/1C= N C ;' S F a T I . < : _ rod altichriFr""� tablem R aatanutbo �u�dcmtrol slanw DAY. realo" as 1 D- u C L� S F, I G PT P T 1ratT� d tru1s1R, C AgSR OB 01S f"r L *W b"fd f CsvrcTtf K" TratXai.00X4T7. and W I. L . 'P. O. 901L 7759: &XVIII Of WaW Tnc4a XAwmFBMrt-76.7n= Ptdq tRXtiltA f- 7411 F14P ASK MYmip. YO 207Bi LOUIS. YISSOUAI 631" .umrrs.u�-:'s�: ri-_'*ui13tRA'+b��mwrt•.crus'uvmosa.r:cv�.:.rr�•n„wn.�,vn•sinoc�a....-v.-�,.•+..v.....nnm.,..a ••u•w,...a,'.�n.,.xa.-. n•. .�v.a+v:rau.v-..••a •.. ... �.r,a..r:an,»w• TYPE* 800 GIRDER LUMBER REQUIREMENTS •• MAXIMUM TIE-IN SPAN TABLES NOTES 1. SOT -04 Cor;ao 5CA85 MUST BE E.,JAL TO 30TT:M ::TOR'? L''SE0 ,RADE AND SIZE. -•'ESE SCA!S SM':nLO 9E APPLIED TO TIE SACC SICE OF THE.;,ROEA, PICT ON THE ._ -III SPAN 5':E• BOTTCM CHORD SCA35 MUST 9E SPLICED _AT A TRUSS JOINT LOCATION, USING TME OPTIOTiAL TRUSS CHORD SLICE C2r:NECTOR PLATE SCHEDULE SMOW)1 CN THE APPROPRIATE GIRDER SERIES PLATIN(• 3. REFER TO 4r"DOPRIATE GIRDER SERIES PLArt `:G DRAWING =GR NAILING SCHEDULE OF MULTI -PLY GIPCER TR'JSSES. 90r7r,,. CHSRC STABS SHOULD BE CONSIOE;ZED `-QUAL TO :•N ADDITIONAL PLY FOR NA;L- I`IG PURPOSES ONLY. 4• AL: 'MEr9ERS "UST 9E C'JT TO BEAR, W1 -H P__TES CENTERED OFF JOINTS UN- LESS OTHERWISE SHOWN, S. TRUSS CHORD SPLICES SHALL BE LOCATED 1/4 OF EASU„ REDFROMNAL LENGTH MJOINT. J3 JZ J,1HE A.0 t G/ C3 Indio CB C7 I1 C6 CS REACT. 18 J7 J6 REQ $112 SLO•e Tve ton • to PSI IL CHORD fnACE1 rCe ICACTS C T•-In-1•Is•GS -3e.2•Gs N1. $,p•Iy•65• 2.$•41 [ 2•-53.U•rs•.s-25.1-GS r2.-5.6•r;•Gs-+z.4•.s C 7. 16.7•rs•.S• T5.3•.3 93• In•0•rt•G3. 12.7.43 [ a• 16.7 -Ts -Gs. JOIN/ LOAAS J I• 3.0•rs•41• $.3•.1 J J• 3.9•TS•63• Z.3 -c3 J Z• O.U•IS•GS• 7-s•c2 J e• l,v •15.61• Z'.5•6 -G J S� ].0.15.65• 7. 1•GS /T3. /I[ -IM SIAM-fT.l I 3• GIAe[e SPAY -IT I TRUSS 01"I'SION HpUST®H LUm%F. 1j`R CA gg-49IndloBoulevard Sr. a111nmla 922011(619) 347-9754 ii /.'�1•nl •AFC IR�rw' I i� ]A \_ ,•� � err/ Cr ll IA ::e; f\ .r' �v�';,2J•p �a:• •tet Yrs.! ~ `�/''-1 �10`J'./ �'••.we`' O Hydro-A/r Engineerinng, Inc., 1978 Hycro-Air EnllneerDq, Inc. Is lts)cnsWe la struvunl design accuracy only. Dried on rile des:an creeria sho%,n on I mi8 Q O s drawrnq. Cornecl Or elate [alCCtdll0D3 are valla Only for Hyaro-An connector 013Rs. Hycro-Air 2ssuh et no resoon• smllry for flurensional accuracy, aezinellC aD7earance. fdMlCah4m DOOIRy Or UDllarmry, A131aIIal10.n 01 trusses. AM 19V overall roof s;Nc;are dei:gn. For ivomalion regarDlml faancauon. eualnv cor.!fol, slora;e. delivery, ereclan and !fY[7d7QNd!!!• / 1 S L . L_ 1. I DTactng of trusses. consul the OYal-y Conlror'.42". / Iar (i9nT h:eral Para Calnecfed Wood Trusses-OC:•;-77EALOIA'S6A7a¢fD, / i ', • / - / 1 = i. F T Bnc p a7 WoaJ TNss es 6lanua OV.T-76. Truss 7!ale Inslnut -„ 7411 Rlggs Rodd, Hya11Sv1ue, , and lee lfVG. �: 410 20787. P O 13 7 1 .. SAINT LOUIS MISS 3177 � - I u � .7 L L ` S r I Y . �JeOH ,P _'Tj4 Iu(1Sc 41•n irrr AOC1• $.00/12 SL1'r(• I•,r I -,-L UNIFORM LOAD Sr AC ITIG • 2414. 0-C. f.InPfR IuN `.1 n(tlf. HrD •([nPnlrl l: In 1(LL a 2n.n ICO1. - 1n.0 9r1L ALLOVAPLE 5T RE SS INC FE ASE 1.IS PU I Ir(./c n.0 CUT = ANn t"/t •,n; 'ICPL 1n.0 0.25 1N, P. A r, TIE -Iv SPAS 'OF 1-30-7• DOU4 FIR 7 s 6 TOP CHORD. 2 '6 B0710H CHORD GIRDER (4J -G PST IL AT 1 -ZS) Y 6 tOn (nnPD. 2 x P 09T TON CHORD 40 1 S onY/GRN DOUG FIR - SPAN 2T 4 PLT 7x 0 PLT 2• o PLT2x1_r VLT 231- SPAN 1 -PLT 40 1 S nRY/GR 1I DO II(, r I a 3•SCAR 4 -PLY GIPDER --- -LT 12 15-11 43 -US SO -On - GIRDER SO -DO 50-n0 14 17_10 :,.. L "- 5 45- 0 SS- ' 14 3]-0) SPAN 1 -PLY 1•S CAB 2 -PLY 2•S(AB 3 -PLY 31SCA8 4-rLy SPAN 1 -PLY I•SCA9 2 -PLY 2•SCAR 3 -PLT 3•SCAS L -PLT 12 25 -in 34-01 50 -OU 50-00 50-00 50-110 5n -n0 11 32-10 40-10 50 -On 50-00 SO -CO SU -^0 SO -13 14 23-L15 27-07, 42-02 50-00 SC -00 50-00 SC -n0 14 26-U5 33-05 50-00 50-00 50 -OU 50-n0 11)-13 16 1 5 -04 22-Jb 34-00 41-07 50-00 5()_ 00 SD -n0 16 21-09 23-00 45-00 50-00 50-00 50-00 50-33 16 13-U4 19-1127-11 26-05 34-07 42-06 49-C7 50-00 18 1A-04 23-11 37-11 44-10 50 -UD 50-00 50-)) 2U 11-J1 16-f11 23-04 29-03 35-n7 41-11 47-10 20 15-07 20 -OS 32-06 18-09 49-05 50-00 5-11 •- 6 11- 22 9-04 13-09Iv-10 11-1U 25-01 30-03 35-11 4n-09 22 13-C4 18-10 29-00 33-C9 42-n1 4e-13 S9 -O0 Z4 7-11 12-06 1i -UO' 21-09 26 -OU 31-01 35-01 24 11-06 15-10 24-04 29-07 37-01 42-99 47-11 76 5-10 10-05 14-09• 19-00 22-08 27-02 30-n6 26 1U-01 14-00 21-04 26-02 32-07 37-1U 43-10 2n 16-n4 9-U3 12-11 16-10 19-10 24-00 26-10 2R B-10 12-36 14-10 23-04 28-10 33-08 3P-11 3U - y-02 11-U4 14-11 17-06 21-04 23-n9 30 7-10 11-02 15-09 ZO-11 Z;-09 3U-02 34 -JR 32 10-07 9-10 7-04 IU -01 13-U4 15-07 19-01 21-U1 32 6-11 10-31 15-00 18-10 23-01 27-02 31-32 ;4 ALLOWABLE T•IE-I`+ 6-01 9-00 12-00 13-11 17-01. 1b-11 34 6-02 0-02 13-06 17-01 2n -to 24-0° 29-02 • 36 AR= TO SE 2X 4 STAND 6-01 10-10 12-07 15-06 17 -no 36 WS B-04 12-0? 15-07 18-10 22-05 2.5-56 }A 7-03 9-10 11-.]4 14-U0 15-05 3.1 4, CHART SHOWS ONL" 7-37 11-01 14-02 17-02 20-0e Z3-03 4U ROOF LOAD ON THE BACK S10E OF 74E ;I47E2, ASSU41rIG 6-07 a-11 10-03 12-'19 14-00 40 6-11 10-01 13-00 15-08 14-10 21-J3 42 8-02 9-04 11-08 12-09 42 6-04 7-03 12-00 14-05 17-94 10-06 44 7-05 9-07 10-09 11-08 44 8-06 11-01 13-03 16-00 19-03 46 6-10 1-10 9-10 1n-09 46 7-10 10-03 12 -OS 14-10 15-31 4R 6-04 7-03 9-01 9-11 As 7-02 9-06 11-04 13-09 15-05 5U 6-08 8-05 9-02 50 6-0A 8-10 10-C6 12-10 14-n4 NOTES 1. SOT -04 Cor;ao 5CA85 MUST BE E.,JAL TO 30TT:M ::TOR'? L''SE0 ,RADE AND SIZE. -•'ESE SCA!S SM':nLO 9E APPLIED TO TIE SACC SICE OF THE.;,ROEA, PICT ON THE ._ -III SPAN 5':E• BOTTCM CHORD SCA35 MUST 9E SPLICED _AT A TRUSS JOINT LOCATION, USING TME OPTIOTiAL TRUSS CHORD SLICE C2r:NECTOR PLATE SCHEDULE SMOW)1 CN THE APPROPRIATE GIRDER SERIES PLATIN(• 3. REFER TO 4r"DOPRIATE GIRDER SERIES PLArt `:G DRAWING =GR NAILING SCHEDULE OF MULTI -PLY GIPCER TR'JSSES. 90r7r,,. CHSRC STABS SHOULD BE CONSIOE;ZED `-QUAL TO :•N ADDITIONAL PLY FOR NA;L- I`IG PURPOSES ONLY. 4• AL: 'MEr9ERS "UST 9E C'JT TO BEAR, W1 -H P__TES CENTERED OFF JOINTS UN- LESS OTHERWISE SHOWN, S. TRUSS CHORD SPLICES SHALL BE LOCATED 1/4 OF EASU„ REDFROMNAL LENGTH MJOINT. J3 JZ J,1HE A.0 t G/ C3 Indio CB C7 I1 C6 CS REACT. 18 J7 J6 REQ $112 SLO•e Tve ton • to PSI IL CHORD fnACE1 rCe ICACTS C T•-In-1•Is•GS -3e.2•Gs N1. $,p•Iy•65• 2.$•41 [ 2•-53.U•rs•.s-25.1-GS r2.-5.6•r;•Gs-+z.4•.s C 7. 16.7•rs•.S• T5.3•.3 93• In•0•rt•G3. 12.7.43 [ a• 16.7 -Ts -Gs. JOIN/ LOAAS J I• 3.0•rs•41• $.3•.1 J J• 3.9•TS•63• Z.3 -c3 J Z• O.U•IS•GS• 7-s•c2 J e• l,v •15.61• Z'.5•6 -G J S� ].0.15.65• 7. 1•GS /T3. /I[ -IM SIAM-fT.l I 3• GIAe[e SPAY -IT I TRUSS 01"I'SION HpUST®H LUm%F. 1j`R CA gg-49IndloBoulevard Sr. a111nmla 922011(619) 347-9754 ii /.'�1•nl •AFC IR�rw' I i� ]A \_ ,•� � err/ Cr ll IA ::e; f\ .r' �v�';,2J•p �a:• •tet Yrs.! ~ `�/''-1 �10`J'./ �'••.we`' O Hydro-A/r Engineerinng, Inc., 1978 Hycro-Air EnllneerDq, Inc. Is lts)cnsWe la struvunl design accuracy only. Dried on rile des:an creeria sho%,n on I mi8 Q O s drawrnq. Cornecl Or elate [alCCtdll0D3 are valla Only for Hyaro-An connector 013Rs. Hycro-Air 2ssuh et no resoon• smllry for flurensional accuracy, aezinellC aD7earance. fdMlCah4m DOOIRy Or UDllarmry, A131aIIal10.n 01 trusses. AM 19V overall roof s;Nc;are dei:gn. For ivomalion regarDlml faancauon. eualnv cor.!fol, slora;e. delivery, ereclan and !fY[7d7QNd!!!• / 1 S L . L_ 1. I DTactng of trusses. consul the OYal-y Conlror'.42". / Iar (i9nT h:eral Para Calnecfed Wood Trusses-OC:•;-77EALOIA'S6A7a¢fD, / i ', • / - / 1 = i. F T Bnc p a7 WoaJ TNss es 6lanua OV.T-76. Truss 7!ale Inslnut -„ 7411 Rlggs Rodd, Hya11Sv1ue, , and lee lfVG. �: 410 20787. P O 13 7 1 .. SAINT LOUIS MISS 3177 � - I u � .7 L L ` S r I Y . �JeOH ,P _'Tj4 7 If 6 TOP CHORD, 2 X10 ROI TOM CHORD P. A r, TIE -Iv SPAS 'OF •-PLY DUE TO 2EA4!4G -Nr.' DOU4 FIR 40 1 S DRY/GRH DOUG FIR GIRDER (4J -G PST IL AT 1 -ZS) GIPDER - SPAN 2T 4 PLT 7x 0 PLT 2• o PLT2x1_r VLT 231- SPAN 1 -PLT 1•S CAB 2 -PLY ?-SCAB 3 -PLY 3•SCAR 4 -PLY --- -LT 12 15-11 43 -US SO -On 50 -On 50-00 SO -DO 50-n0 14 17_10 :,.. L "- 5 45- 0 SS- ' 14 3]-0) 35-J9 $0-00 Sn-UD 50-00 50-00 50-00 It 13- 5 2J- 1 27- 1 35- 1 43- 2 16 25-U1 :0-G2 SO -00 SU -00 S(I-OO 50 -On 50-00 22 10- 16- 1 21-10 2•- 4 34-11 ' 18 21-u1 4.-11 44-01 50-00 50-00 50-nul 50-00 it ._ P _ 3 12- 2 23- J 20- ' 20 iq-„4 22 -UR 39-02 43-07 SD -OJ 50-00 50 -CO V. 7- • - 15- 5 2•,- 3 3_ 2S- ' 22 15-00 19-11 33-06 34-06 50-00 50-00 50-00 34 _ z 4_ F 1 3 Q 40 • 24 14-u1 17-09 20-07 34-03 45-n2 50-00 50-00 S- le 4 `- .7_ 7 5 t1- 0 5 10- S 2e, 1: -Un 1;-11 26-05 30-00 4G-04 45-01 5U -UO 42 4- 7 7_ S :P- 5 13_11 17_ 4 • 2b 11-J? 14-04 23-09 27-09 36-33 40-G8 4P-10 At _ 1 6_ S 17- 15- e 311 1J -U) 13-UU 21-U4 :5-02 32-Jb 36-10 4,4-00 Sv 3- 7 5-11 •- 6 11- 32 3-11 11-1U 10-03 22-1U 29-36 33 -OS 30-10 3L 9-L1 10-09 17-05 29-11 26-10 31)-'07 36-03 _ 36 7-1!4 9-11 15-11 19-02 24-06 2P-,01• 33-02 NOTES: 3e 5-J; 0-01 14-97 17-08 22 -OS 25-10 30-05 1. FIND MAX. TIE-IN SPAN FOR I PLY °ROM TABLE BY !NTEnING 4U 6-01 b -U5 13-05 16-n4 20-0• 23-10 2P_10 GIRCER SPAN AND BEARING PLATE SIZE. 42 7-09 1•'-04 15-01 19-01 22-U2 25-11 - 44 7-J2 11 _35 14-00 17-08 20-02 24-00 2. TAKE THE NUMBER OF BOTTOM CHORD PLIES OLUS SOT70M CHORD 4e 5- 1 10-07 9-10 1}-01 12-3Z to -OS 15-34 t0-07 11 1.1 22-n4 70-10 SCAB, IF ANY, TIMES THE I -PLY MAX, TIE-IN SPAN TO FIND SU 9-U1 11-05 14-;13 16-09 10-05 ALLOWABLE T•IE-I`+ SPAN DUE TO BEARING. 3. IF ABOVE TIE-IN SPAN IS CEFICIENT, INCREASE THE GEARING •.EBS AR= TO SE 2X 4 STAND DRY/GRN DOUG FIR WIDTH. WS IS :x 4 `:O ',S DRY/GRN DOUG FIR. _A.T;=A_ SRACING REQUIRED AT MIDPOINT OF ',+EBS 4, CHART SHOWS ONL" THE -fE-!N SPAN P`_RMIT-E0, 'wir.1 -4E W2. •N 'OR I -PLY AND 1-SCA8 :CNDITION ONLY ROOF LOAD ON THE BACK S10E OF 74E ;I47E2, ASSU41rIG ,,-C„ SPACING, ALREADY DEOUCTEC. NOTES 1. SOT -04 Cor;ao 5CA85 MUST BE E.,JAL TO 30TT:M ::TOR'? L''SE0 ,RADE AND SIZE. -•'ESE SCA!S SM':nLO 9E APPLIED TO TIE SACC SICE OF THE.;,ROEA, PICT ON THE ._ -III SPAN 5':E• BOTTCM CHORD SCA35 MUST 9E SPLICED _AT A TRUSS JOINT LOCATION, USING TME OPTIOTiAL TRUSS CHORD SLICE C2r:NECTOR PLATE SCHEDULE SMOW)1 CN THE APPROPRIATE GIRDER SERIES PLATIN(• 3. REFER TO 4r"DOPRIATE GIRDER SERIES PLArt `:G DRAWING =GR NAILING SCHEDULE OF MULTI -PLY GIPCER TR'JSSES. 90r7r,,. CHSRC STABS SHOULD BE CONSIOE;ZED `-QUAL TO :•N ADDITIONAL PLY FOR NA;L- I`IG PURPOSES ONLY. 4• AL: 'MEr9ERS "UST 9E C'JT TO BEAR, W1 -H P__TES CENTERED OFF JOINTS UN- LESS OTHERWISE SHOWN, S. TRUSS CHORD SPLICES SHALL BE LOCATED 1/4 OF EASU„ REDFROMNAL LENGTH MJOINT. J3 JZ J,1HE A.0 t G/ C3 Indio CB C7 I1 C6 CS REACT. 18 J7 J6 REQ $112 SLO•e Tve ton • to PSI IL CHORD fnACE1 rCe ICACTS C T•-In-1•Is•GS -3e.2•Gs N1. $,p•Iy•65• 2.$•41 [ 2•-53.U•rs•.s-25.1-GS r2.-5.6•r;•Gs-+z.4•.s C 7. 16.7•rs•.S• T5.3•.3 93• In•0•rt•G3. 12.7.43 [ a• 16.7 -Ts -Gs. JOIN/ LOAAS J I• 3.0•rs•41• $.3•.1 J J• 3.9•TS•63• Z.3 -c3 J Z• O.U•IS•GS• 7-s•c2 J e• l,v •15.61• Z'.5•6 -G J S� ].0.15.65• 7. 1•GS /T3. /I[ -IM SIAM-fT.l I 3• GIAe[e SPAY -IT I TRUSS 01"I'SION HpUST®H LUm%F. 1j`R CA gg-49IndloBoulevard Sr. a111nmla 922011(619) 347-9754 ii /.'�1•nl •AFC IR�rw' I i� ]A \_ ,•� � err/ Cr ll IA ::e; f\ .r' �v�';,2J•p �a:• •tet Yrs.! ~ `�/''-1 �10`J'./ �'••.we`' O Hydro-A/r Engineerinng, Inc., 1978 Hycro-Air EnllneerDq, Inc. Is lts)cnsWe la struvunl design accuracy only. Dried on rile des:an creeria sho%,n on I mi8 Q O s drawrnq. Cornecl Or elate [alCCtdll0D3 are valla Only for Hyaro-An connector 013Rs. Hycro-Air 2ssuh et no resoon• smllry for flurensional accuracy, aezinellC aD7earance. fdMlCah4m DOOIRy Or UDllarmry, A131aIIal10.n 01 trusses. AM 19V overall roof s;Nc;are dei:gn. For ivomalion regarDlml faancauon. eualnv cor.!fol, slora;e. delivery, ereclan and !fY[7d7QNd!!!• / 1 S L . L_ 1. I DTactng of trusses. consul the OYal-y Conlror'.42". / Iar (i9nT h:eral Para Calnecfed Wood Trusses-OC:•;-77EALOIA'S6A7a¢fD, / i ', • / - / 1 = i. F T Bnc p a7 WoaJ TNss es 6lanua OV.T-76. Truss 7!ale Inslnut -„ 7411 Rlggs Rodd, Hya11Sv1ue, , and lee lfVG. �: 410 20787. P O 13 7 1 .. SAINT LOUIS MISS 3177 � - I u � .7 L L ` S r I Y . �JeOH ,P _'Tj4 1 ! Design Information TCCD+L)= 300 PSF 5 BCCD+L)= 10,,0 PSF DWG NO. R79-3010-UP2F-LOGS TL(D+L)= 40,0 PSF SHT NO. 23 DATE 3/23/79 STRESS INC = 1.25 Z ' Maximum Chord Spans r, is to be incoroorated into a building aesgn a; the So9cnlCation of Me aesgner C Salo bUntling. Bracing (Ft. -In.) LUMBER GLACE TOP CHORD lL1VI'!j HYD) BOTTOM CHORD =DOUGLAS FIR= 2X4 2X6 BOX 7359. ST. 2X4 2X6 NO 2 41— 4 56- 0 39-11 53- 6 NO 2 DENSE 44— 2 56- 0 44— 5 56- 0 1 1 45— 3 56- 0 45— 7 56- 0 NO 1 DENSE 47-11 56- 0 50— 4 56— 0 SEL STRU 47-.7 56—, 0 46-11 56— 0 DEN SEL STRU 49— 8 56- G 51-6 56- 0 =HEM F'IR= NO 2 36- 4 55- 64' 34' 0 46- 04' NO 1 40-104 56- Os 39- 1 51-104' SEL STRU 43— 6* 56- 0. 40-114' 51-104' 9REOUIRES 2X6 REARING aREOUIRE:S 2X6 BEARING 3 ' Web Requirements (FL -In.) UNSRACED BRACED 2X4 WEBS W1,W2 k3 W4 `W1,142 W3 W4 STD -DF 56—.0 3F— 0 56— 0 56- 0 55— 9 56— 0 CON—DF 56— 0 3P— 0 56— 0 56' 0 55— 9 56— J STD—HF 56— 0 36- 0 56— 0 56- 0 52- 0 56— 0 CON—HF 56— 0 36— 0 56— 0 56- 0 52— 0 56- 0 2X6 WE2S NO2—DF 56- 0 31?— 0 56- 0 56- 0 NO2—HF . 56— 0 36— 0 56— 0 56— 0 4 1 Force Information L=Span (FL) CHORD FORCES WEB FORCES JOINT LOADS C 1= -e3.2L W 1=-10.31, J 1= S.OL C 2= -75.OL W 2= 13.9L J 2= 10.2L C 3= -52.OL W 3= -19.31, J 3c- 9.71, C 9= 62.5L W 4= 30.4L J 4= 9.7L C10= 76.9L J.9=. 4.9L REACT= —40.01, J10= 5.1L DESIGNED IN ACCORDANCE- Y:ITH TPI -76 At:D NCS -77 NOTES: 1. Cut all members to bear. 2 X 2. Center all plates on both sides of ioint unless X or Y locations are specified. 3. The truss fabricator is responsible to provide plating for handling as repuired. �Y See Usage Guide. <. See Table 3 for web lateral bracing reduirements. _ Y L SJ9 Y I b. DEAPIM gh SOT': I , I�i'.E 2 Plating Information U JT. MAX—SPANS(FT—IN) HYDRO—NAIL LOCATION NO. OF HF PLATE SI2£ --X-- — J 1 32- 4 31-11 3 X 6 PT 35-11 35— b 2 1/2 X 6 PT . 37- 8 37- 3 3 1/2 X 6 PT 43— 1 42— 7 3 X .8 PT 44— 1 44— 1 4 1/2 X 6 PT 50- 3 49- 8 3 1/2 X 8 PT 51— F 51— 1 3 X 10 PT 55— 6 54-11 3 1/2 X 9 PT 56— 0 56- 0 3 1/2 X 1U PT (NEEDS 2X6 J 2 56- 0 56- 0 1 X 4 PT SJ 2 56— 0 56— 0 4 1/2 X 4 PT 4 1 J,3 56- 0 56— 0 2 1/2 X 4 PT 4 J 4 56- 0 56— 0 3 X 4 PT 3 2 J 9 56= 0 56— 0 2 1/2 X 6 PT Si 9 56— 0 56- 0 4 1/2 X 6 PT 1 J10 56- U 56— 0 2 1/2 X 4 PT 3 1/4 2 SJ10 36- 1 35- 8 4 1/2 X 4 PT 4 1 45- 2 44- 7 4 1/2 X 5 PT 5 1 54- 2 53- 7 5 1/2 X 6 PT 6 2 56- 0 56- 0 5 1/2 X 7 PT 7 2 CHOk,-- SPLICE OPTIONS C 2 56- 0_ 5b- 0 3 X 4 PT C 9 38— 4 36— 4 3 X 4 PT 44- 9 44- 9 3 1/2 X 6 PT 56— 0 56- 0 4 1'/2 X 6 PT PLATES MARKED + P.E:OUIRE 2X 6 CHORDS GROSS PLATE RATINGCPSI FOR PT=171(DF), 169(H TRUES DIVISION ION "Lumbermen Since 1884" 83-490 Indio Boulevard Indio California 92201/(619) 347-9754 TRUSS IS P3= cBOUT g Design valla Only to use with MyarvAil Connectors. This truss is ORgned as an naivlouai building comoonern. r, is to be incoroorated into a building aesgn a; the So9cnlCation of Me aesgner C Salo bUntling. Bracing S-Cilie0 IS to MUM sutloon Of naniaual buss memoers only. Aaortlonal bracing of Mee overall structure may De reouueil. For general guioance se' erscaq Vmw Trvirm- For SMOIC Ih11S DraCarg reouuertlems contact lL1VI'!j HYD) burning on". For ntormallon regatarq tacricallot, cuainv Ca 1. slorage. Oelwery erection an0 gracing of Yf nurses. COMM the Oualty Control Vaunt• lad Mr %caaxaaoaa CM of Staall" Praaea-. E N17INEE 'Arantaoe nor. Inas Plate nSlhute. 7411 Rggs iftyansvdle. Mam". 20783. BOX 7359. ST. 631 T7 TC) 1/4 1/4 1/4 1/2 1/4 1/Y 1/4 1/1 TYPE 1000 UBC CODE 21- 0" D.C. 5/12 SLOPE: PT PLATES DOUG FIR & HEN FIR 20/10/0/10= 40 PSF 0 1.25 � Hvaro-A.r En91neerin. Inc 1979 .._ .. ..____._�._-._...__.__._ _ .. ... ____. _ ,..._...... ......_.__._...._...,�.�w-......r,.c,.rwm�.,c•.rcuv:raaarren:.*�+.vvnev ga . °o -,:o• -cue �. MBR* LEN FORCE MBR LEN' FORCE MBR' FORCE MBR FORCE JT' PLATE JT PLATE JT PLATE- 1- 2 5.55 -4994 9-10 7.10 4674' 2-14 -327 5-12 1962 1 4:OX 11.0 5 6.OX 6.0 10 3.OX 4.0 2- 3 4.65 -4701 10-11 6.20 4026 3-14 512 6-12 -752 2S 7.OX 5.0 6 3.OX 4.0 i-iS 5.OX 9.0 vYpa .-.a 3- 4 4.65 -3805 11-12 6.20 3376 3-13 -542 6-il 494 3 3.OX 4.0 7S 5.OX 7.0 .12 7.OX 9.0 r-' _;_,sK •_eo - ...... .- -'- 4- 5 4.65 -2913 12-13 6.20 3376 4-13 494 7-11 -542' 4 3.OX 4.0 8 1.5X 3.0 13S 5.OX -9.0 4�epeS:3o°�Yq:S!c'�e�; c 5- 6 4.65 -2913 13-14 6.20 4026 4-12 .-752. 7-10 512 9 4.OX i1.0 14 3.OX 4.0 6- 7 4.65 -3305 14- 1 7.10 4674 8-10 ,-327 ^ _ 7- 8 4.65 -4701 LUMBER SOLUTION N c>°•-'" _ a - 8- 9 5.55 -4994 `_3� '3''==a'=�"•y.-' 1 5 912 TOP 2X4 OF -L.#1, JT REACT MIN BRG3:�-•4� :•�s._�_ 8OT 2X4 OF -L #1, 1 1345 3.50" WEB 2X4,DF=L #3, 9 1345 3.50" QROFESS/p Fro G. Nq! DATE 2 26/87 DESIGN LOAD Y q F cr- TOP LL= 16. PSF �,�` ?° ��F '�� JOB ID GIS39SC, TOP DL= 14. PSF v p y SHEET OF .�,�.`s - "o_2.c• '. BOT LL= 0. PSF. m ,3 BOT.DL= 10, PSF O 'A5PSF REDUCTION TAS - PROVIDE HORIZONTAL MOVEMENT AT SUPPORT IN AXIAL STRESS Ot Y' g_Y;• oS-e�_ DUR OF LOAD INC 1.25 SPACING 24.0 IBJ O/C- -2' Jl CIYIL P _�• YD°XCc>� =Cg ADDITIONAL LOAD OF CAUFO��\_9 JT LBS MBR PLF rt z NONE NOVE a, €. d. `$ �> P3 oma. REC CMB= 0.82". AT 12 �_=-'E°.: . .. _` 0 :c= as ' �f'e> a: ^+-c C�3? i J ``` s ° ° -SON vJ N �� _-r�e, 3so:o;:_ , O $.. .. .. _ �� - v�•�S:_ s,� - a o'er- 3 1 rr • 43 n v_ 2a< 5. 0\1 5.00 w o -`"s •2 - B .. rt 1 9 . m .�ao° >. _t Q. T T 14 "123 2.011 T v $ ...... 13 j 1 o ,.. 0_ - ^y .o' .85� 14 10 =:. n :'�o_oe 0/A' SPAN 39- 0=:0 (FT. INCHES,. 16THS) .f SCALEe 0.125%1•.0'a Oz .:4t- a.,, • , . a - ....` tai ' t - .. s^ ., _ rx I _ z - REMARKS: AS.5frNc. -v Ar,v t a t r _ Signature U 'A <<�