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0310-184 (SFD)LICENSED CONTRACTOR DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professionals Code, and my. License is in full force and effect. License # < Lic. Class Exp. Date 781303 B1 C10 ii'LCLp 0" 14.20 Date ! ' f ` fJ `l Signature of Contractor /'� OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I a exempt from the Contractor's License Law for the following reason: ( ) I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business& Professionals Code). ( ) I; as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business & Professionals Code). () I am exempt under Section B&P.C. for this reason Date Signature of Owner WORKER'S COMPENSATION DECLARATION' "I hereby affirm under',penalty of, perjury one of the following declarations: () I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ( ) I have and will maintain workers' compensation insurance, as required by 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 EXPAIPT 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 Sect' X700 of the Labor Code, I shall forthwith comply with those pr�o.Visiojis /Date: - r • a Y Applicant . r'v✓'t� a r " Warning: Failure to secure Workers'/Compensation coverage is unlawful and shall subject an employer to criminal penalties and civil fines up to $100,000, in addition to the cost of compensat'ion,'damages as provided for in Section 3706 of the.Labor Code, interest and attorney's fees. IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the conditions and restrictions set forth on his I► application. 1. Each person upon whose behalf this application is made & each person at . whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this 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 date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. I certify that I have read this application and state that the above information is correct. I agree to comply with all City, and State laws relating to the building construction, and hereby authorize representatives of this City to enter upon the above-mentioned'property for inspection purp • ses. .,,.Signature (Owner/Agent) � n--� Date BUILDING PERMIT PERMIT# CON'STRUCTIO14 KE 1.01-000.418.000 DATE VALUATION LOT�'.� $427,498,1, 113 , �, r TRACT 2888 i $1,416.46 F?.E DEPOSIT 101-000.439-318 JOB SITE ADDRESSo.)L:i� � ADDRESS �%i�RCJ� MECHANICAL PRE 101-000-1.21-0130 L77 '170-034 OWNER CONTRACTOR DESIGNER ENGINEER ' fiMANCTyVELI A TAVU-41COSMUVqONINC� 1041 2AARCHOXA 1;ANR 78.070 CADIZ S'S'ItONG MOTION FRE -1=10 PEBBLE BlUiCH CA /mS3 LA QVWTA C.`. 92253 101-000-4.23.000 Q60)564.4832 OXO 3.237 USE OF PERMIT 00 >',Nmcln 1!'UNX10 7-000.441-345 SYD-PERMIT DOES NOT INCLUDE HWCK IVALUPCIOi. SPA. OR APPROACH I1rtff MWAM COMPLi. UE "'MTH A%L- si7riALAL &STA` E 4AWS, 1NCLI)DING THE MDA14GERED SPECIES ACT OF 1973 (16 U:S.C. § CUSTOM CONSTRUCTION 4,9$9;00 OF PO'RCWFATIO 838.00 SP 0A Lk0 FJCARPORT 800.00 SF 9STIMM COST OF CO NS:C UCHO.N . CON'STRUCTIO14 KE 1.01-000.418.000 SIM2.40 PWN CHFICK Ir;F 101-000-439-318 $1,416.46 F?.E DEPOSIT 101-000.439-318 slpiuo MECHANICAL PRE 101-000-1.21-0130 1 $191.50 ELEC;TRISCA .FSI? 101.000. 61!-1100 $267,42 PLUMOrNIC FEE 101-000-419-000 $704.76 S'S'ItONG MOTION FRE -1=10 101-000-241-00G CIRA17.INO FF✓E 101-000-4.23.000 DEVELOPER IMPACT FEB� 00 >',Nmcln 1!'UNX10 7-000.441-345 $100;00 ARTIM PU11LIC PLA.C,FS - ROSE E 270.000.445.000 S541W � aN 2 0 2004 1', 141 PIAN Com+=C,"Fi LESS PRR.P.AW FJM,,; MIUVW FERS DUE NOW RECEIPT DATE / BY_--- / DATE �TprD� I INSP T R v�°x28.'13 �t3.G-0 t7.X08,1 w'i INSPECTION RECORD OPERATION DATE INSPECTOR OPERATION DATE INSPECTOR BUILDING APPROVALS MECHANICAL APPROVALS Set Backs _� -� Underground Ducts, Forms& Footings. ...� e ' Ducts Slab Grade Z Return Air Steel_ Combustion Air Roof Deck _. Exhaust Fans 0. K. to Wrap / a2 F.A.U. - Framing Compressor Insulation _ Vents Fireplace P.L. Grills - '& Fireplace T.O. 7Fahs Controls Party Wall Insulation - Condensate Lines 'a II Drywall - Int. Lath Final Final POOLS - SPAS BLOCKWAL APPROVALS steel Set Backs _ Electric Bond Footings Main Drain Bond Beam Approval to Cover Equipment Location - Underground Electric Underground Plbg. Test Final Gas Piping PLUMBING APPROVALS - Gas Test Electric Final Waste Lines _ �' Q _ L Heater Final Water Piping Plumbing Final Plumbing Top Out Equipment Enclosure ` Shower Pans OX for Finish plaster. I Pool Cover = Sewer Connection f Encapsulation -.- Gas Test Appliances Final COMMENTS:. �'QW�,CJL� -,3 U Final ?f Utility Notice (Gas) ELECTRICAL /.APPROVALS Temp. Power Pole - _ 67 Underground Conduit Rough Wiring Low Voltage Wiring - - - - - Fixtures Main Service Sub Panels Exterior Receptacles G.F.I. Smoke Detectors Temp. Use of Power Q Final Utility Notice (Perm) (o Building Mailing Address Address City IR T4hf 0 4 " P.O. BOX 1504 APPLICATION ONLY 78-495 CALLE TAMPICO �, LA QUINTA, CALIFORNIA 92253 I BUILDING: TYPE'CONST. OCC. GRP.��e�l A.P. Number O - 31b r 0+ �� Legal Description M'�A I� IProjA Description T I WEE"p, ',OP -- Tel. State Lic. KAN,vtuf% L,Let,. P. . City & Classif.�JJJ //A 6-157: :3" Lic. # Arch., Engr.,S 11` Designer "72SS �5 PT� T`Ibb"' 065 City G n Zip State -A �`—`� �2Z�O Lic. # LICENSED CONTRACTOR'S DECLARATION I hereby affirm that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is In full force and effect. SIGNATURE DATE OWNER -BUILDER DECLARATION I hereby affirm that I am exempt from the Contractor's License Law for the following reason: (Sec. 7031.5,8usiness and Professions Code: Any city or county which requires a permit to construct, after, improve, demolish, or repair any structure, prior to'its issuance also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law, Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, or that. he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by 'any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars (E500). 11 I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec. 7044, Buisness and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he did not build or improve for the purpose of sale.) I 1 I, as owner of the property, am exclusively contracting with licensed contractors to con- struct the project. (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractors) licensed pursuant to the Contractor's License Law.) I'! I am exempt under Sec. B. & P.C. for this reason Date Owner WORKERS' COMPENSATION DECLARATION I hereby affirm that I have a certificate of consent to self -insure, or a certificate of Worker's Compensation Insurance, or a certified copy thereof. (Sec. 3900, Labor Code.) Policy No. Company n Copy is filed with the city. ❑ Certified copy is hereby furnished. CERTIFICATE OF EXEMPTION FROM WORKERS' COMPENSATION INSURANCE (This section need not be completed if the permit is for one hundred dollars (E100) valuation or less.) I certify that in the performance of thF work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. Date Owner NOTICE TO APPLICANT., If, after making this Certificate of Exemption you should become subject to the Workers' Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. CONSTRUCTION LENDING AGENCY Ihereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued. (Sec. 3097, Civil Code.) Lender's Name Lender's Address This is a building permit when properly filled out, signed and validated, and is subject to expiration if work thereunder is suspended for 180 days. I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives -of this city to enter the above. mentioned property for inspection purposes. Signature of applicant Date Mailing Address City, State, Zip Sq. Ft. �� O Size �aAL­5,F- 4Z. No. No. Dw. Stories Units Add ❑ Alter ❑ Repair ❑ Demolition ❑ PERMIT Plan Chk. Dep. Plan Chk. Bal. Const. Mech. Electrical Plumbing S.M.I. Grading Driveway Enc. Infrastructure TOTAL REMARKS Illi /°\ II Intl I" A HIM I I I r'tr'T U y� VL I 1 ( Luui ZONE: BY: Minimum Setback Distances: Front Setback from Center Line Rear Setback from Rear Prop. Line Side Street Setback from Center Line Side Setback from Property Line FINAL DATE INSPECTOR Issued by: Date Permit Validated by: Validation: WHITE = FINANCE YELLOW = APPLICANT PINK = BUILDING DIVISION OCT 14 2003 09:03 FR FIRST RMERICAN TITLE RECORDING REQUESTED BY: SOUTHIAND TITLE - WAND EMPM (Title) AND WHEN RECORDED MNL TO: fames M. Dobbins Jr. and karat Dobbins 650 6ayview Drive Aptos, CA 95003 Order No.: 63WO73T Esa vw No.: Wee2 4M A.P.N.: 77.370,014-5 OZ- 17, TO 917607764098 P.02i02 DOC N 2006-266076 84/15/2183 es:veA Fee:7.10 Papa i of 1 Doo T Tax Paid Recorded In Official Records county of Riwrrside Gary L. Gres Qasaaaor, County Cl&rk a ftcor'&r M b u "I" NU I w KOR WMA w ane. A R l CDA' 1AWO WOO NCW.. rasa GRANT DEED THE UNDERSIGNED GRANTOR(S) DECLARE(S) DOUMENTARY TRANSFER TAXIS $863.50 jw] [ x j computed on full value of property conveyed, or [ J computed on full value less value of Ilene or encumbrances remaining at time of safe. ( ] unincorporated area j X ] City of La Quanta FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, Bruce A. Woodroy, Trustee and Ilene M. Plam, Trustee of 20011Woodrey-Pial ss Family Trust uldit January 8, 2001 hereby GRANTS) to James M. Dobbins Jr. and Nancl Dobbins, Husband and wife as community property with right of suryivorship the following described real property in the County of Riverside, State of California Lot 113 of Tract No. 2d867, in the City of La Quints, County of Rivorslde, State of California, as per map recorded In Book 276, Page(s) 69 through 78 of Miscellaneous Maps, in the office of the County Recorder of said County. Dated: March 25, 2003 STATE OF CAUFO IP COUNTY OF CCA dC1.5 t d e ISS. On 0.3 I 3 before me a Notary Pa e m e forsa end state, personal eppearod - /v'Z5 x c ft Imagmally e (or koved to me on the bests Or satldecory evidence) to be the person(s) whose names) istare subscribed Wbe within instrument and ask dged to me that a vated the same authoNsed Ca s) and that b lip (a) on the instrument the person(e), or the entity upon behalf of which the perton(s), acted, executed the instrument. WITNESS mhand d otncal anal. Sign&ture Mnatum14Mct&ry 2001 Woodrey-Pians Family Trust u/dA janwery S. 2001 Sy: Bruce A. Woodrey. ete Nene M. Piazze. True Uk A = Cartatlwott al 13u"l "Mmy Rlbrc - Catlloello �M tbpMsr hamar Pt . (This arae for official notary seal) MAIL TAX STATEMENTS AS DIRECTED ABOVE Description: Riverside, CA Document. Year. iDoclD 2003.265078 Page: 1 of 1 Order., OOOOOOOORAY Comment KRIS77 HANSON ** TOTAL PAGE.02 ** CITY OF LA QUINTA PLAN CHECK CORRECTION LIST Kristi Hanson Architect 72-185 Painters Path #A Palm Desert, CA 92260 PLAN CHECK NO.: 0310-184 JOB ADDRESS: 53-900 Del Gato SCOPE OF WORK: New SFD ( Structural Only) January 16, 2004 SECOND/FINAL CHECK OCCUPANCY: R -3/U-1 TYPE -OF -CONST.: V -N The submitted plans and specifications have been reviewed by the VCA CODE GROUP. In our professional opinion the plans are in substantial conformance with the building codes and regulations adopted by the CITY OF LA QUINTAand the State of California Amendment. APPROVAL FOR A BUILDING PERMIT IS HEREBY RECOMMENDED SUBJECT TO OBTAINING APPROVALS/CLEARANCES FROM ALL APPLICABLE CITY DEPARTMENTS, AGENCIES, AND ASSOCIATIONS. Plans checked by: Hue C. Luu VCA CODE GROUP 295 N Rampart Street, Suite A Orange CA 92868 (714) 978-9780 Ext. 114 VCA File No. LQ -15661 Certificate of Occupancy V � ��IVIf►N W G� OF' 9ti Building Y p & Safety Department This Certificate is issued pursuant to the requirements" of Section 109 of the California Building Code, certifying that, at the time of issuance, this structure was in compliance with the provisions of the Building Code and the various ordinances of the City regulating building construction and/or use. BUILDING ADDRESS: 53-900 Del Gato Drive Use classification: Single Family Dwelling Building Permit No.: 0310-184 Occupancy Group: R -3/U-1 Type of Construction: VN Land Use Zone: RL Owner of Building: Jim & Nanci Dobbins Address: City, ST, ZIP: By: Daniel P. Crawford Jr. Date: 6/6/05 Building Official POST IN A CONSPICUOUS PLACE l� � lf, CERTIFICATE O1 1F FIELD VERIFICATION AND DIAGNOSTIC TESTING (Page I of 7) CF -4R 1/ Ot�r7�r1c> OV 5Q�, —�—� (Project Title Date Pjgo ct Addre s Builder Name r� v-�n �. l\ `� b o -��55 - S b 5 a _ C v 1A or -- Builder Contact Telephone Plan Number 1 k)") i r aA 0 n-"bY-\ -1 too—LS o= 7 o 1;'L C U 5 t w, Telephone Sample Group Number -1--oS C u5jaY— C.ot 113 Date Sample House Number Firm: CZ l •-5'I + ri 5 HERS Provider: Cc,( C4- r-�- S Street Address:11 ' 1 �n v r� r -y CI vij p 1 City/State/Zip:��Y`'\ D -e c>"i- Cc—CATU) Copies to: Builder, HERS Provider HERS RATF�COMPLIANCE STATEMENT The house was: Tested 11 Approved as part of sample testing, but was not tested As the HERS rater providing diagnostic testing and field verification, I certify that the houses identified on this form comply w the diagnostic tested compliance requirements as checked, on this form. The installer has provided a copy of CF -6R (Installation Certificate. Distribution system is fully ducted (i.e., does not. use building cavities as plenums or platform returns in lieu of ducts) Where cloth backed, rubber adhesive duct tape is installed, mastic and drawbands are used in combination with cloth backed, rubber adhesive duct tape to seal leaks at duct connections. MINIMUM REQUIREMENTS FOR DUCT LEAKAGE REDUCTION COMPLIANCE CREDIT Duct Diagnostic Leakage Testing Results (Maximum 6%Duct Leakage) Duct Pressurization Test Results (CFM @ 25 Pa) Measured values Test Leakage Flow in CFM (o° S I <i'4 1 1 V If fan flow is calculated as 400cfm/ton x number of tons enter calculated value here (ls» 1 w - I Zs000(l ZJ)or'-Loc, If fan flow is measured enter measured value here Leakage Percentage (100 x Test Leakage/Fan Flow) = S •O y .6 �e6'5 .o Check Box for Pass or Fail (Pass=6% or less) ❑ Pass Fail !ATHERMOSTATIC EXPANSION VALVE (TXV) Yes ❑ No Thermostatic Expansion Valve is installed and Access is ❑ provided for inspection Yes is a pass PN Fail ❑ MINIMUM REQUIREMENTS FOR DUCT DESIGN COMPLIANCE CREDIT I ❑ Yes ❑ No ACCA Manual D Design requirements have been met (rater has verified that actual installation matches values in CF -1R and design on plan. 2. ❑ Yes ❑ No TXV is installed or Fan flow has been verified. If no TXV, verified fan flow matches design from CF - IR. Measured Fan Flow = Yes for both I and 2 is a Pass Pass Fail Compliance Forms August 2001 A-16 w CERTIFICATE OF FIELD VERIFICATION AND DIAGNOSTIC TESTING (Page 1 of 7) CF4R �ObhIrA157 ADU5Q— IQ—I-�L5 -- Project Title Date 93,100 Dcl C—lo,.} o Sor\ LA 31 Prio'ect Addre s Builder Name 1, Myt-rl o '4`6S — S (65 a C U 51 Or- -Builder Contact Telephone Plan Number l r CW" loci- USo =7OLZ C k) Y" Rater Telephone Sample Group Number k—o5 C usi ori Certifying ignature Date Sample House Number Firm: CZ l tsA ► ✓15 HERS Provider: C G (CA r S Street Address:p � L City/State/Zip:'�,(YhD-e-,,,t l GZLI Copies to: Builder, HERS Provider HERS RAT COMPLIANCE STATEMENT The house was: Tested ❑ Approved as part of sample testing, but was not tested As the HERS rater providing diagnostic testing and field verification, I certify that the houses identified on this form comply w the diagnostic tested compliance requirements as checked on this form. The installer has provided a copy of CF -6R (Installation Certificate. Distribution system is fully ducted (i.e., does not use building cavities as plenums or platform returns in lieu of ducts) Where cloth backed, rubber adhesive duct tape is installed, mastic and drawbands are used in combination with cloth backed, rubber adhesive duct tape to seal leaks at duct connections. MINIMUM REQUIREMENTS FOR DUCT LEAKAGE REDUCTION COMPLIANCE CREDIT Duct Diagnostic Leakage Testing Results (Maximum 6% Duct Leakage) Measured Duct Pressurization Test Results (CFM @ 25 Pa) values Test Leakage Flow in CFM (p° If fan flow is calculated as 400cfm/ton x number of tons enter calculated here ( leuILO 1 o 0 ZzoI I value Z oo(I t 11 If fan flow is measured enter measured value here Leakage Percentage (100 x Test Leakage/Fan Flow) = S •O y ,0 �L( Check Box for Pass or Fail (Pass=6% or less) ❑ Pass Fail ATHERMOSTATIC EXPANSION VALVE (TXV) PI -Yes ❑ No Thermostatic Expansion Valve is installed and Access is provided for inspection ❑ Yes is a pass Fail ❑ MINIMUM REQUIREMENTS FOR DUCT DESIGN COMPLIANCE CREDIT 1 ❑ Yes ❑ No ACCA Manual D Design requirements have been met (rater has verified that actual installation matches values in CF -1R and design on plan. 2. ❑ Yes ❑ No TXV is installed or Fan flow has been verified. If no TXV, verified fan flow matches design from CF -1R. Measured Fan Flow = Yes for both 1 and 2 is a Pass Pass Fail Compliance Forms August 2001 A-16 . P-1- J'In Split System I WN PUB. NO. 22-1723-01-4301 (EN) OUTDOOR UNIT 00 4TTX4024A1000AA POWER CONNS.-V/PHIFQ OO 2001230/1/60 O CERTIFIED IN ACCORDANCE WITH THE UNITARY AIR -CONDITIONER MIN. BRCH. CIF. AMPACITY 13 EQUIPMENT CERTIFICATION PROGRAM,WHICH IS BASED ON BF. CIR i MAX. (AMPS) 20 A.R.I. STANDARD 2101140. PROT. RTG. f MIN. (AMPS) 20 O RATED IN ACCORDANCE WITH mu. STANDARD 270. SOUND RATING (DECIBELS)@@ 78718 OO CALCULATED IN ACCORDANCE WITH NATIONAL ELECTRIC CODE. COMPRESSOR CUMATUFFO ONLY USE HACR CIRCUIT BREAKERS OR FUSES. NO. USED - NO. SPEEDS 1.1 O STANDARD AIR - DRY COIL - OUTDOOR VOLTS/PHl+v 2001230/1/60 © THIS VALUE APPROXIMATE. FOR MORE PRECISE VALUE SEE UNIT F.L AMPS O - L.R. AMPS 9.4-63 NAMEPLATE AND SERVICE INSTRUCTION. FACTORY INSTALLEDSTART © MAX. LINEAR LENGTH: 80 FT WITH RECIPROCATING COMPRESSOR - INSUL COMPONENTS O YES 60 FT WITH SCROLL MAX. UFT - SUCTION 60 FT, MAX LIFT - LIQUID COMPRESSOR HEAUND BLANKET YES 60 FT. FOR GREATER LENGTH REFER TO REFRIGERANT PIPING COMPRESSOR HEAT YES SOFTWARE PUB. NO. 32 OUTDOORFAN -TYPE PROPELLER OO THE VALUE SHOWN FOR COMPRESSOR RLA ON THE UNIT DIA (IN.) - NO. USED -1 NAMEPLATE AND ON THIS SPECIFICATION SHEET IS USED TO TYPE DRIVE - 0/0. SPEEDS DIRECT - 2 COMPUTE MINIMUM BRANCH CIRCUIT AMRITM AND MAXIMUM CFM 44 0.0 IN. W.G.O 2700 FUSE SIZE. THE VALUE SHOWN IS THE BRANCH CIRCUIT NO. MOTORS - HP 1-1/8 SELECTION CURRENT. MOTOR SPEED R.P.M. X50 NO MEANS NO START COMPONENTS E LAMPS Q P 200.9 YES MEANS QUICK START KIT COMPONENTS OUTDOOR AMPTC MEANS POSITIVE TEMPERATURE COEFFICIENT STARTER. ROWS -F.P.I. 1-24 OTDOOR COIL -TYPE SPINEE OO RATED IN ACCORDANCE WITH ARI STANDARD 27NEC71ON 5.3.6. FACE AREA (SQ. FT.) 18.71 TUBE SIZE (IN.) 5116 REFRIGERANT LBS. -R SUPPLIED 51024 WZ � FACTORY SUPPLIED YESES UNE SIZE - IN. O.D. D OO 5116® U. L us FCCV RESTRICTOR ORIFICE SIZE 0.053 SPLIT SYSTEM DIMENSIONS H X W X D OUTDOOR UNIT - CRATED ON.) 44.3 X 30.1 X 33.8 UNCRATED SEE OUTLINE DWG. WEIGHT SHIPPING (LBS.) 239 NET (LBS.) 2D5 CONDENSING UNIT 111 rM COOLING COILS RXCO2S,S3 RXC031S3 RXC036S3 RXC037S3 TXA018C4 TXA02404 TXA025C4 EXPANSIONTYPE TXV4NB TXV•NB TXV-NB TXV-NB CHG TO 53 CHG TO 53 CHG TO 53 RATINGS (COOLING) O TXA030C4' TXA031C4 TXA035C4 TXA036C4 TXA037C4 TXC018C4 TXCO24C4 BTUH (TOTAL) 23000 24800 25400 25400 22000 23400 23800 BTUH (SENSIBLE) 17100 • 19600 20000 20000 15800 17700 18000 INDOOR AIRFLOW (CFM) 800 900 900 900 675 800 800 SYSTEM POWER (KM 219 225 227 227 213 223 223 EER / SEER (BTU/WATT-HR.) 10.50/1225 11.00/13.00 1120/1325 1120/1325 10.35/1125 10.50/1150 10.65/11.75 TXA030C4' TXA031C4 TXA035C4 TXA036C4 TXA037C4 TXC018C4 TXCO24C4 EXPANSIONTYPE CHG TO53 CHG TO53 CHG TO53 CHG TO53 CHG TO53 CHGM53 CHGM53 RATINGS (COOUD(G) O CHG TO53 1 RATINGS (COOLING) O BTUH (TOTAL) 24400 24000 24400 24800 24800 22000 23400 BTUH (SENSIBLE) _ 19200 19400 19200 19600 19600 15600 17700 INDOOR AIRFLOW (CFM) • 900 900 900 906 900 675 800 SYSTEM POWER (KW) 2.30 2.30 230 2.32 232 213 223 EER / SEER (BTUIWATT-HR.) 10.6011150 10.70/1150 10.60/11.50 10.70/1150 10.70/11.50 10.35%125 1050/11.50 TXCO24D4 TXCO25C4 TXCM504 TXC030C4 TXC030D4 TXC031C4 TXC03ID4 EXPANSIONTYPE CHG TO53 CHG TO53 CHG TO53 CHG TO53 CHG TO53 CHG TO53 CHG TO53 1 RATINGS (COOLING) O BTUH (TOTAL) 23400 23800 23800 24400 24400 24600 24600 STUH(SENSIBLE) 17700 18000 18000 19200 19200 19400 19400 INDOOR AIRFLOW (CM 800 800 800 900 000 900 900 SYSTEM POWER (KW) 223 223 223 2.30 2.30 2.30 2.30 EER / SEER (BTUANATT--HR.) 10.50/1150 10.65/11.75 10.65/11.75 10.60/11.50 10.60/11.50 10.70/1150 10.70/11.50 *See pages 26 and 27 for combinations with Auxiliary Devices. 22 -1723 -OI A301 (EN) 9 OUTDOOR UNIT 02 4TTX4036A1000AA POWER CONNS.-V/PHIHZ O 20823/7/60 OO CERTIFIED IN ACCORDANCE WITH THE UNITARY AIR -CONDITIONER MIN. BRCH. CIR AMFACITY 21 EQUIPMENT CERTIFICATION PROGRAM, WHICH IS BASED ON BR CAR. 1 MAX. (AMPS) 35 A.R.I. STANDARD 2101240. PROT. RTG. j MIN (AMPS) 30 O RATED IN ACCORDANCE WITH A R.I. STANDARD 270. SOUND RATING (DECIBELS)@@ 74112 ® CALCULATED IN ACCORDANCE WITH NATIONAL ELECTRIC CODE COMPRESSOR CLIMIWFF&- SCROLL ONLY USE HACR CIRCUIT BREAKERS OR FUSES. NO. USED - NO. SPEEDS 1-1 O STANDARD AIR - DRY COIL - OUTDOOR VOLTSIPHIHZ 208/230/1/60 © THIS VALUE APPROXIMATE. FOR MORE PRECISE VALUE SEE UNIT RL AMPS 0 - L.R. AMPS 15.4-83 NAMEPLATE AND SERVICE INSTRUCTION, FACTORY INSTALLED (D MAX LINEAR LENGTH: 80 FT WffH RECIPROCATING COMPRESSOR - STARTINSUL COMPONENTS OO NO 60 FT WITH SCROLL MAX. LIFT - SUCTION 60 FT; MAX LIFT - LIQUID COMPRESSOR HEAUND BLANKET YES 60 FT. FOR GREATER LENGTH REFER TO REFRIGERANT PIPING COMPRESSOR -TYPE E SOFTWARE PUB. NO. 32-3312-01. OUTDOOR FAN -TYPE PROPELLER Q) THE VALUE SHOWN FOR COMPRESSOR RLA ON THE UNIT DIA (IN.) - NO. USED 23-1 NAMEPLATE AND ON THIS SPECIFICATION SHEET IS USED TO TYPE DRIVE - NO. SPEEDS DIRECT -2 COMPUTE MINIMUM BRANCH CIRCUIT AMPACITY AND MAXIMUM CFM @ 0.0 IN. W.G.O 3100 FUSE SIZE THE VALUE SHOWN IS THE BRANCH CIRCUIT NO. MOTORS - HP 1.116 SELECTION CURRENT. MOTOR SPEED RPM. 825 O NO MEANS NO START COMPONENTS FL. AMPS P 201.4 YES MEANS QUICK START KIT COMPONENTS OUTDOOR COIL -TYPE SPINE ATC MEANS POSITIVE TEMPERATURE COEFFICIENT STARTER. ROWS-F.P.1. 1-244 OUOO RATED IN ACCORDANCE WITH ARI STANDARD 270/SECTION 5.3.6. • FACE AREA (SQ. FT.) 2120 TUBE SIZE (IN.) S/16 REFRIGERANT LBS O R-0 UP LIE UNfn © 5/11.1 /OZFAC�� D YES LINE SIZE - IN.O.D. GAS © 314 LINE SIZE NP O.D. © 3BUus FCCV RESTRICTOR ORIFICE SIZE 0.065 SPLIT SYSTEM DIMENSIONS H X W X D OUTDOOR UNIT - CRATED (IN.) 48.3 X 30.1 X 33.8 UNCRATED SEE OUTLINE DWG. WEIGHT SHIPPING (LBS) 255 NET PS.). 219 CONDENSING UNIT WITH COOLING COILS TXC030C4 TXC030D4 TXC031C4 TXC031D4 TXC095C4 TXC035D4 TXC036C4 EXPANSIONTYPE CHGTO65 CHGTO65 CHGTO65 CHGTO65 CHGTO65 CHGTO65 CHGTO65 RATINGS (COOLING) (D BTUH 9M) 34600 34600 35000 35000 34600 34600 35600 BTUH (SENSIBLE) 25300 25300 25700 25700 25300 25300 27OW INDOOR AIRFLOW (CFM) 1100 1100 1100 1100 1100 1100 1200 SYSTEM POWER (KW) 322 322 324 324 322 322 3.30 EER / SEER (BTU/WATT-HR.) 10.75/1200 10.75112.00 10.80112.00 10.80112.00 10.7511200 10.7512.00 10.80/12.00 *See pages 28 and 29 br combinations with Auxiliary Devices. 22-1723-01-4301 (EN) 15 RXCW1S3 RXC036S3 RXC037S3 RXC054S3 TXA030C4 TXA031C4 TXA035C4 EXPANSIONTYPE TX"B TXVaNB TXV-NB TXV-NB CHGTO65 CHGTO65 CHGTO65 RATINGS (COOLING)O BTUHI MIAL) 35200 36400 36400 3%W 34600 35000 34600 BTUH (SENSIBLE) 26100 27700 27100 29WO 25300 25700 25300 INDOOR AIRFLOW (CFM) 1110 1200 1200 1350 1100 1100 1100. SYSTEM POWER (KW) 320 326 326 3.32 322 324 322 EER / SEER (BTLM/ATT•HR.) 11.00/13.00 11.15/1325 11.10325 11.10/13.00 10.75/1200 10.8Ni2.00 10.75112.00 TXC030C4 TXC030D4 TXC031C4 TXC031D4 TXC095C4 TXC035D4 TXC036C4 EXPANSIONTYPE CHGTO65 CHGTO65 CHGTO65 CHGTO65 CHGTO65 CHGTO65 CHGTO65 RATINGS (COOLING) (D BTUH 9M) 34600 34600 35000 35000 34600 34600 35600 BTUH (SENSIBLE) 25300 25300 25700 25700 25300 25300 27OW INDOOR AIRFLOW (CFM) 1100 1100 1100 1100 1100 1100 1200 SYSTEM POWER (KW) 322 322 324 324 322 322 3.30 EER / SEER (BTU/WATT-HR.) 10.75/1200 10.75112.00 10.80112.00 10.80112.00 10.7511200 10.7512.00 10.80/12.00 *See pages 28 and 29 br combinations with Auxiliary Devices. 22-1723-01-4301 (EN) 15 TXA036C4 TXA037C4 TXA04204 TXA043C4 TXA048C4 TXA049C4 TXAOSOC4 EXPANSIONTYPE OGM65 CHGTO65 CHGTO65 CHGTO65 CHGM65 CHGTO65 CHGTO65 RATINGS (COOLING) 01 STUH (TOTAL) 35600 3.5600 36000 36400 37000 37000 37000 BTUH (SENSIBLE) 27000 27000 .21300 2%W 293W 29300 29300 INDOOR AIRFLOW (CFM) 1200 1200 1200 1350 1350 1350 1350 SYSTEM POWER (KW) 3.30 3.30 3.30 3.39 3.41 3.41 3.41 EER / SEER (BTUIWATT HR.) 10.8011200 10.80/1200 10.90/12.00 10.75%200 10.85112.00 1055112.00 10.85/12.00 TXC030C4 TXC030D4 TXC031C4 TXC031D4 TXC095C4 TXC035D4 TXC036C4 EXPANSIONTYPE CHGTO65 CHGTO65 CHGTO65 CHGTO65 CHGTO65 CHGTO65 CHGTO65 RATINGS (COOLING) (D BTUH 9M) 34600 34600 35000 35000 34600 34600 35600 BTUH (SENSIBLE) 25300 25300 25700 25700 25300 25300 27OW INDOOR AIRFLOW (CFM) 1100 1100 1100 1100 1100 1100 1200 SYSTEM POWER (KW) 322 322 324 324 322 322 3.30 EER / SEER (BTU/WATT-HR.) 10.75/1200 10.75112.00 10.80112.00 10.80112.00 10.7511200 10.7512.00 10.80/12.00 *See pages 28 and 29 br combinations with Auxiliary Devices. 22-1723-01-4301 (EN) 15 General Data 47"iX4048A1000AA OUTDOOR UNIT Qs 4TTX4048A1000AA POWER CONNS.-WPHIIR OO 2082301/60 O CERTIFIED IN ACCORDANCE WITH THE UNITARY AIR -CONDITIONER MIN. BRCH. CIR. AMPACITY 27 EQUIPMENT CERTIFICATION PRDGRAM,WHICH IS BASED ON BR CIR. i MAX. (AMPS) 45 A.R.L STANDARD 210240. PROF. RTG. f MIN. (AMPS) 40 O RATED IN ACCORDANCE WITH A.R.I. STANDARD 270. SOUND RATING (DECIBELS) s 78(75 (1) CALCULATED IN ACCORDANCE WITH NATIONAL ELECTRIC CODE COMPRESSOR CLIMATUFF°- SCROLL ONLY USE HACR CIRCUIT BREAKERS OR FUSES. NO. USED - NO. SPEEDS 1-1O STANDARD AIR - DRY COIL . OUTDOOR VOLTS/PRW 20823011/60 © THIS VALUE APPROXIMATE. FOR MORE PRECISE VALUE SEE UNIT RLAMPSOO -LR AMPS 20.5-109 FACTORY INSTALLED NAMEPLATE AND SERVICE INSTRUCTION. START COMPONENTS OO NO © MAX. LINEAR LENGTH: 80 FT WITH RECIPROCATING COMPRESSOR - INSULATION(SOUND BLANKET YES 60 FT WITH SCROLL MAX. UFT - SUCTION 60 FT; MAX LIFT - LIQUID COMPRESSOR HEAT NO 60 FT. FOR GREATER LENGTH REFER TO REFRIGERANT PIPING SOFTWARE PUB. NO. 32-3312-01. OUTDOOR FAN -TYPE PROPELLER R OO THE VALUE SHOWN FOR COMPRESSOR RLA ON THE UNIT DIA (I D - N0. USED RE - i NAMEPLATE AND ON THIS SPECIFICATION SHEET IS USED TO TYPE DRIVE . NO. SPEEDS DIRECT- 2 COMPUTE MINIMUM BRANCH CIRCUIT AMPACITY AND MAXIMUM CFM H 0.0 IN. HP 4400 FUSE SIZE THE VALUE SHOWN IS THE BRANCH CIRCUIT N0. MOTORS - HP 1-1/6 SELECTION CURRENT. MOTOR SPEED R.P.M. 825 AMPSS R P20O NO MEANS NO START COMPONENTS VOL1.4 YES MEANS QUICK START KIT COMPONENTS OUTDOOR AMCOIL-TYPE SPINEE PTC MEANS POSITIVE TEMPERATURE COEFFICIENT STARTER ROWS • F.P.L 1- 244 OO RATED IN ACCORDANCE WITH ARI STANDARD 270/SECTION 5.3.6. ' FACE AREA (SQ. FT.) 27.81 TUBE SIZE (IN.) 5M6 REFRIGERANT LBS.- R -410A (O.D. UNIT) © 7/154HOZ (� FACTORY SUPPLIED YES LINE SIZE - IN.O.D. Q0 3(8 c Us L us FCCV RESTRICTOR ORIFICE SIZE 0.075 SPLIT SYSTEM DIMENSIONS H X W X D OUTDOOR UNIT - CRATED ON.) 54 X 35.1 X 38.7 UNCRATED SEE OUTLINE DWG. WEIGHT SHIPPING (LBS) 310 NET (LBS.) 262 CONDENSING UNIT WM-1 COOLING COILS TXCD4804 TXC049C4 TXC050C4 TXH041A4 TXH054A4 EXPANSIONTYPE CHG7075 CHGTO75 CHGTO75 CHGTO75 CHGTO75 RATINGS (COOLING) OBTUH _ 50000 BTUH(SENSIBLE) 37000 4M 485003300 36500 36500 36300 39600 INDOOR AIRFLOW (CFM) 1350 1600 1600 1575 1700 SYSTEM POWER (KW) 4.16 4.35 4.35 4.30 4.46 EER /SEER (BTUIWATT-HR.) 11.30/12.75 11.1511250 11.15/1250 11.15/1250 1120/1250 See page 30 for combinations with Auxiliary Devices. 22-1723-01-4301 (EN) 21 RXA060S3 RXA061S3 RXC054S3 RXC060S3 RXC061S3 RXC065S3 RXH06M EXPANSKNITYPE TXV"NB TXV"NB TXMB TXV-NB TXV-NB TXV-NB TXV-NB RATINGS (COOLING)O STUH 9t7TAL) 48000 49000 48000 48000 49000 49000 50000 BTUH(SENSIBLE) 36800 39000 36000' 36800 39000 39000 40100 INDOOR AIRFLOW (CFM) 1700 1800 1600 1700 1800 1800 1800 SYSTEM POWER (KW) 423 ' 428 4.19 423 428 428 427 EER / SEER (BTU/WATF-HR.) 11.35/13.50 11.45M350 11.45M3.50 11.3513.50 11.45/1350 11.45/1350 11.70%14.00 TXCD4804 TXC049C4 TXC050C4 TXH041A4 TXH054A4 EXPANSIONTYPE CHG7075 CHGTO75 CHGTO75 CHGTO75 CHGTO75 RATINGS (COOLING) OBTUH _ 50000 BTUH(SENSIBLE) 37000 4M 485003300 36500 36500 36300 39600 INDOOR AIRFLOW (CFM) 1350 1600 1600 1575 1700 SYSTEM POWER (KW) 4.16 4.35 4.35 4.30 4.46 EER /SEER (BTUIWATT-HR.) 11.30/12.75 11.1511250 11.15/1250 11.15/1250 1120/1250 See page 30 for combinations with Auxiliary Devices. 22-1723-01-4301 (EN) 21 TXA04204 TXA04304 TXAO48C4 TXA04904 TXAOW4 TXC04204 TXCO43C4 EXPANSIONTYPE CHGTO75 CHGTO75 CHGTO75 CHGTO75 CHGM75 CHGTO75 CHGTO75 RATINGS (COOLING) (D BTUH (TOTAL) 45W 47500 47000 48500 48500 45500 47500 BTUH (SENSIBLE) 31200 ' 35500 33300 36500 36500 31210 35500 INDOOR AIRFLOW (CFM) 1200 1575 1350 1600 1600 12D0 1575 SYSTEM POWER (KW) 4.04 428 4.16 4.3.5 4.35 4.04 428 EER /SEER (BTU/WATT-HR.) 1125/12.50 11.10/1250 11.30/1275 11.15/1250 11.15/1250 1125112.50 11.10/1250 TXCD4804 TXC049C4 TXC050C4 TXH041A4 TXH054A4 EXPANSIONTYPE CHG7075 CHGTO75 CHGTO75 CHGTO75 CHGTO75 RATINGS (COOLING) OBTUH _ 50000 BTUH(SENSIBLE) 37000 4M 485003300 36500 36500 36300 39600 INDOOR AIRFLOW (CFM) 1350 1600 1600 1575 1700 SYSTEM POWER (KW) 4.16 4.35 4.35 4.30 4.46 EER /SEER (BTUIWATT-HR.) 11.30/12.75 11.1511250 11.15/1250 11.15/1250 1120/1250 See page 30 for combinations with Auxiliary Devices. 22-1723-01-4301 (EN) 21 • 9 - General Data f 1 1<0 OUTDOOR UNIT 00 4TTX4060AI000AA POWER CONNS.-V/PWHZ ( 20823011/60 MIN. BRCH. CIR. AMPACITY 39 BR CIR 1 MAX (AMPS) 60 PROT. RTG. f MIN. (AMPS) 60 SOUND RATING (DECIBELS) = e 7878 COMPRESSOR CLIMATUFP®- SCROLL NO. USED - NO. SPEEDS 1-1 VOLTSMKW 208.23x1/60 R.L. AMPS ( - L.R. AMPS 30.1.158 FACTORY INSTALLED 42000 START COMPONENTS OO 'YES INSULATION/SOUND BLANKET YES COMPRESSOR HEAL NO OUTDOOR FAN -TYPE PROPELLER DIA. (IN.) - NO. USED 27.6 -1' TYPE DRIVE - NO. SPEEDS DIRECT -2 CFM @ 0.0IN. WG.<O 4400 NO. MOTORS - HP 1-1/6 MOTOR SPEED R.P.M. 825 VOLTS/PWHZ 20x230 EL AMPS IA OUTDOOR COIL -TYPE SPINE FINTM ROWS - F.P.I. 2.24 FACE AREA (SQ. FT.) 26.32 TUBE SQE (IN.) 5116 REFRIGERANT 5.87 LBS- R -410A (O.D. UNIT) © W04-LB/OZ FACTORY SUPPLIED YES LINE SIZE - IN.O.Q GAS © 7/8 LINE SIZE - IN.O.D. LIQ.a0 3/8 FCCV 10.55112.75 RESTRICTOR ORIFICE SIZE 0.086 DIMENSIONS H X W X D OUTDOOR UNIT - CRATED (IN.) 54 X 35.1 X 38.7 UNCR14ED SEE OUTLINE DWG. WEIGHT SHIPPING (LBS.) 360 NET (LBS.) 312 O CERTIFIED IN ACCORDANCE WITH THE UNITARY AIR -CONDITIONER EQUIPMENT CERTIFICATION PROGRAM, WHICH IS BASED ON A.RJ. STANDARD 210240. OO RATED IN ACCORDANCE WITH ILRJ, STANDARD 270. O CALCULATED IN ACCORDANCE WITH NATIONAL ELECTRIC CODE ONLY USE HACR CIRCUIT BREAKERS OR FUSES. O STANDARD AIR - DRY COIL - OUTDOOR © THIS VALUE APPROXIMATE. FOR MORE PRECISE VALUE SEE UNIT NAMEPLATE AND SERVICE INSTRUCTION, © MAX LINEAR LENGTH: 80 FT WITH RECIPROCATING COMPRESSOR - 60 FT WITH SCROLL MAX. LIFT - SUCTION 60 FT; MAX LIFT- LIQUID 60 FT. FOR GREATER LENGTH REFER TO REFRIGERANT PIPING SOFTWARE PUB. NO. 32-3312-01. OO THE VALUE SHOWN FOR COMPRESSOR RLA ON THE UNIT NAMEPLATE AND ON THIS SPECIFICATION SHEET IS USED TO COMPUTE MINIMUM BRANCH CIRCUIT AMPACITY AND MAXIMUM FUSE SIZE. THE VALUE SHOWN IS THE BRANCH CIRCUIT SELECTION CURRENT. O NO MEANS NO START COMPONENTS YES MEANS QUICK START KR COMPONENTS PTC MEANS POSITIVE TEMPERATURE COEFFICIENT STARTER O RATED IN ACCORDANCE WITH ARI STANDARD 2701SECTION 5.3.6. TF�ED i0 qa 4 4S c oq M10 Q L us S�4NDPFiD SPLIT f CONDENSING UNIT WITH COOUNG COILS TXA042C4 TXA04304 TXA048C4 TXA049CA TXA050C4 TXC042C4 TXC043C4 EXPANSIONTYPE CHGT086 CHG7086 CHGTO86 CHG T086 CHGTO86 CHGM86 CHG 7086 RATINGS (COOLING) 0 RXA060S3 RXA061S3 RXC054S3 RXC060S3 RXC061S3 RXC065S3 RXH063S3 EXPANSIONTYPE TXV-NB TXV-NB TXV-NB TXV-NB TXV44B TXV-NB TXV-NB RATINGS (COOLING) O 35200 40300 37700 42000 42000 35200 40300 BTUH (TOTAL) 59500 60500 59500 59500 60500 61500 63500 BTUH (SENSIBLE) 41700 43600 41800 41700 43600 46100 48000 INDOOR AIRFLOW (CFM) 1700 1800 1700 1700 1800 2000 2000 SYSTEM POWER (KW) 5.83 5,87 5.83 5.83 5.87 5.94 6.02 EER / SEER (BTU/WATT-HR) 1020/1225 10.3x1250 102011225 10.2x1225 10.30/12.50 10.35112.50 10.55112.75 TXA042C4 TXA04304 TXA048C4 TXA049CA TXA050C4 TXC042C4 TXC043C4 EXPANSIONTYPE CHGT086 CHG7086 CHGTO86 CHG T086 CHGTO86 CHGM86 CHG 7086 RATINGS (COOLING) 0 TXC04WA TX0049C4 TXC050C4 TXN041A4 TXH054A4 EXPANSIONTYPE CHG TO 86 BTUH (TOTAL) 54500 56500. 57000 60000 60000 54500 58500 BTUH (SENSIBLE) 35200 40300 37700 42000 42000 35200 40300 INDOOR AIRFLOW (CFM) 1200 1575 1350 1675 1675 1200 1575 SYSTEM POWER (KW) 5.53 5.85 5.67 5.94 5.94 5.53 5.85 EER / SEER (BTUIWATT-HR.) 9.8911.25 10.0x11.50 10.05/1150_ 10.10/11.50 10.10(1150 9.8511125 _ 10.00/11.50 0 TXC04WA TX0049C4 TXC050C4 TXN041A4 TXH054A4 EXPANSIONTYPE CHG TO 86 CHG TO 86 CHG TO 86 CHG TO 86 CHG TO 86 RATINGS (COOLING) 0 BTUH (110TAL) 57000 60000 60000 59500 62500 BTUH (SENSIBLE) 37700 42000 42000 41300 44700 INDOOR AIRFLOW (CFM) 1350 1675 1675 1575 1700 SYSTEM POWER (KW) 5.67 5.94 5.94 5.86 6.04 EER / SEER (BTUMATT--HR.) 10.0911.50 10.10/11.50 10.1011150 10.1911.50 10.3911.75 � rRAIyE. i'>fi �+1`i5fd SERVICE PANEL ELECTRICAL AND REFRIGERANT COMPONENTCLEARANCES PER PREVAILING CODES. LIQUID LI VALVE• 'F I BRAZE WITH 114• PRESSURE TAP Dimensions 4TTX4 OUTLINE DRAWING NOTE: ALL DIMENSIONS ARE IN MM (INCHES) UNITSHOULD BE PLACED $O ROOF RUN-OFF MATERDOES NOT POUR DIRECTLY ON UNIT, AND SHOULD BE AT LEAST 305 112'1 FROM MALL AND ALL SURROUNDING SHRUBBERY ON TWO SIDES. OTHER TWO SIDES UNRESTRICTED. MODELS ' BASE A B C D I E F G H J 4TTX4018A 3 .1016 (40) 829 (32-5/8) 756 (29-3/4) 1/2 1/4 143 (5-5)8) 92 (3-5/8) 210 (8-1/4) 79 (3-1/8) 4TTX4024A 3 1016 (40) 829 (32-5/8) 756 (29-3/4) 518 5/16 143(5-5/8) 92 (3-5/8) 210 (8-1/4) 79 (3-1/8) 4TTX4030A 3 1016 (40) 829 (32-5/8) 756 (29-3/4) 3/4 5/1,6 143 (5-5/8) 92 (3-518) 210 (8-1/4) 79 (3-1/8) 4TTX4O36A 3 1118 (44) 829 (32-5/8) 756 (29-3/4) 314 3/8 143(5-5/8) 92 (3-5/8) 210 (8-1/4) 79 4TTX4042A 41165 (45.7/8) 946 (37-1/4) 870 (34-1/4) 3/4 3/8 152 (6) 98(3-7/8) 219 (8-5/8) 86 (3-3/8) 4TTX4048A . .-11-1.1 ora F47 -1/A1 a7n (114-1/41 7/R 3/R 150 (6) 98 (3-7/8) 219 (8-5/8) 86 (3-3/8) Upflow/Horizontal %�}{ } . 9 S� ^!� ±� ! Var"able (\�� ,2{:}§.\}/\ S,71.as-Fired ` Furnace PUB. NO. 22-1630-04-0300(EN) • • • AML YRMlE' General Data TUD-R9V PRODUCT SPECIFICATIONSo MODEL TUD060R9V3J TUD080R9V3J TUD100R9V5J TYPE Upflow/Horizontal Upflow/Horizontal Upflow/Horizontal RATINGS® 15 15 15 1st Stage Input BTUH 39,000 52,000 65,000 1st Stage Capacity BTUH (ICS)@ 31,200 41,600 52,000 2nd Stage Input BTUH 60,000 80,000 100,000 2nd Stage Capacity BTUH (ICS)@ 48,000. 64,000 80,000 AFUE (ICS) 80.0 .80.0 80.0 Temp. rise (Min. -Max.) °F. 30-60 30-60 35-65 BLOWER DRIVE Direct' Direct Direct Diameter - INidth. (In.) 10 x 7 10 x 7 10 x 10 No. Used 1 1 1 Speeds (No.) Variable Variable Variable CFM vs. in. w.g. See Airflow Table See Airflow Table See Airflow Table Motor HP 1/2 1/2 1 R.P.M. Variable Variable Variable Volts/Ph/Hz 115/1/60 115/1/60 115/1/60 COMBUSTION FAN - Type Centrifugal Centrifugal Centrifugal Drive - No. Speeds Direct - 2 Direct - 2 Direct - 2 Motor HP - RPM 1/50-3000 1/50-3000 1/50-3000 Volts/Ph/Hz 115/1/60 115/1/60 115/1/60 FLA 1.0 1.0 1.0 FILTER — Furnished? Yes - Yes Yes Type Recommended High Velocity High Velocity High Velocity Hi Vel. (No.-Size-Thk.) 1 - 17 x 25 - i in. 1 - 17 x 25 - 1 in. 1 -2005-1 in. VENT — Size (in.) 4 Round 4 Round 4 Round HEAT EXCHANGER Type -Fired Alum. Steel - Type 1 Alum. Steel - Type 1 Alum. Steel -Unfired Gauge (Fired) 20 20 20 ORIFICES — Main Nat. Gas. Oty. — Drill Size 3-45 4-45 5-45 L.P. Gas Oty. — Drill Size 3-56 4-56 5-56 GAS VALVE Redundant - Two Stage Redundant - Two Stage Redundant - Two Stage PILOT SAFETY DEVICE Type Hot Surface Ignition Hot Surface Ignition Hot Surface Ignition BURNERS —Type Multiport Inshot Multiport Inshot Multiport Inshot Number 3 4 5 POWER CONN. — V/Ph/Hz@ 115/1/60 115/1/60 115/1/60 Ampacity (In Amps) 8.0 8.0 11.0 Max. Overcurrent Protection (Amps) 15 15 15 PIPE CONN. SIZE (IN.) 1/2 1/2 1/2 DIMENSIONS H x W x D H x W x D H x W x D Crated (In.) 41-3/4 x 19-1/2 x 30-1/2 41-3/4 x 19-1/2 x 30-1/2 41-3/4 x 23 x 30-1/2 WEIGHT Shipping (Lbs.)/Net (Lbs.) 136/126 142/132 166/155 _ A` O Central Furnace heating designs are certified by the American Gas Association Inc. Laboratories. O Ratings shown are for elevations up to 2000 feet. For elevations above 2000 feet; Ratings should be reduced at the rate of 4% for each 1000 feet above sea level O Based on U.S. government standard tests. O The above wiring specifications are in accordance with National Electrical Code; however, installations must comply with local codes. YOUNG ENGINEERING SER )VICES 77504 Wildcat Dr., Palm Drsut, Cu. 92211 (760) 360-5770 (760) 360.5719 July 7, 2004 Tom Hartung Building Official City of La Quinta Re., Dobbins Residence- 53-900 Del Gato Dr„ La Ouinta, CA Dear Tom, We have performed structural observat:.on with regards to the framing for the above referenced project and find it to be in general conformance: (including the exterior plywood nailing) with the approved structural plans with the exception of the following items: 1. Need to provide 2 more bays of4x blocking with (4)-LTP4 per each block_ Fasten LTP4 from bottom of blocking to bottom or 4 -ply girder/drag truss. Provide new MST72 strap from bottom of new 4x blocking to old 4x blocking. 4 -ply girder/drag requires'/" diameter bolts at 24" a/c as per truss manufacturer. Provido lengthened '/" diameter all thread at blocking locations, install bolt thru bottom chords of 4 -ply girder/drag truss and blocking. Reference bottom view detail on following sheet's. (Truss conne,,tion is located along same line as W 16X31 frame at great room). 2. Need to provide sill plate for center column along 8" pipe cantilever column line. 3. Both trellis structuress need to bi- constructed as they were not yet completed at this time. 4. Need to sheath the face of beam R34 and pony wall as per shear wall type `A' as beano R34 did not receive the B.N. as shown in detail 11 /S3.3. 5. Need to provide MST60 strap A -16x6 blocking as per detail 1 1/S3.2 where 6x6' header connects to shear wall 45 located at the master bath/closet. 6. Need to provide 16d at 4" o/c drag connection from bottom chord of drag truss to beam R29 as shown in detail 19/S3.6. This connection is located in the master bedroom. 7. Need to continue A35 at 24" o/c from drag truss to double top plate along the line of shear wall #34" in the master bedroom. 8. Need to connect drag truss to shear wall #32 with A35 at 24" o/c as shown in detail 6/S3.5. This connection is,iocated between the guest living and master bath. 9. Need to provide ST6224 straps around every angled comer. Locations of these straps may be found on the roof framing plan. 10. Need to provide horizontal and vertical straps as per detail 11/S3.2 for 6x8 beam to shear wall #28 located at the courtyard entry structure_ 11. Need to provide horizontal and vertical straps as per detail 11 /S3.2 for 6x6 beam to shear wall #26 located at the exercise room. Do not need to install MST48 strap as per detail 12A/S3.2 as I have analyzed the drag load and found that there an adequate amount of A35 connectors spaced at 24" o/c (Detail I S/S3.2). 12. Need to provide 2x blocking and nailing as per detail 18/S3.3 for bottom chord of drag truss to connect to shear wall #30. 13. Need to relocate shear wall #17. Provide 2x sill and epoxy 5/8" diameter anchor bolts at 16" o/c as per Simpson structural set (Se-. note #11 on shear wall schedule, sheet S1,3). Plywood and nailing for shear panel must match shear panel type C specifications. Need to epoxy (per Simpson structural set) HD5A held downs on end post for shear wall #17 using 5/8" all.thread with 7" minimum embedment into continuous footing. Provide 6x blocking with vertical mid Z0 30Vd �- 3S 9NI�03NION3 JNnoA 61:LS09609L £Z:TT b00Z/L0/L0 horizontal strap at 6x6 beam 0 shear -wall connection for both shear wall 417 and shear wall 918 as per detail I I/S3.2. See following pages for the new shear wall #17 location. 14, The corner connection between shear wall #27 and shear wall # 14 does not comply with what is shown on the framing plans. I have analyzed shear wall #27 as a panel that has 8'-8" in length instead of the previous length of 9'-8". The panel type stays the same, but the contractor needs to provide a double stud at this location_ Shear wall must be edge nailed to the double post and an HD2A h�Qld down needs to be epoxied (as per Simpson structural set) at this location. Use a diameter all thread with minimum 7" embedment into continuous footing. See shortened shear wall #27 on the following pages. Shear wall #27 is located at the office. 15. Need to replace existing 4x blacking used girder/drag truss shear wall #20 connection at garage. Replace with new 4x blocking as shown in detail on following pages. Provide 4x blocking so that the MST48 strap can be nailed to bottom of blocking while the blocking is flush with the bottom chord of the girder/drat; truss. Must provide a minimum of (7)-LTP4 connectors from bottom of 4x blocking to botto:.-n chord of 3 -ply girder/drag truss. Refer to Bottom View detail of girder/drag at garage on the following pages. 16. Shear wall #29, located between the guest bedroom and the guest living has been moved along the same wall line. The new length of wall is 4'-0". Need to sheath (both sides) as per shear wall type D. provide. new HD14A Eold downs w/ epoxied 1" all thread(minimum 12" embedment) as per Simpson structural set. Ne.:d to provide a 3x sill plate w/ epoxied 5/8" diameter all . threads(min. embedment 7") as per Simpson structural set, spacing should reflect shear wall type on following table.. Need to be sure that the shear panel is edge nailed to double top plate, end posts and sill plate. There shoL.ld be no plywood joint where the new sill plate connects to the existing sill plate. A shear wall deflection calculation has been performed for this new wall configuration and the wall did not exceed the allowable drift. This structural observation does not relieve the City in any way from performing their standard structural inspections nor is it in- lieu of -any code required special inspections_ The structural observation performed should not be construed as a detailed structural inspection but as a structural observation for general conformance -ss per CBC 1702,320_ if you have any questions please call_ Sincerely, Jeffrey B. Young S.E. 60 3Dtid 3S 9NId33NI!)N3 9NnOA 6TLS09609L Ei7,:TT b00Z/L0/L0 3 -PLY 61RDERIDRAG TRU55 PF -R PLAN NEED TO PROVIDE A MiNIMN4 OF (til -1 FROP4 BOTTOM OF SLOGKIN6 TO BOT OF &IRPERIDRAG TRU55 BOTTOM VISA bi(ZDER/DRA& AT 6ARAGF I TRU55E5 A5 PER FLAN 4 -PLY 49lRDER/0QA6 —30, TRU59 PER PLAN, BOTTOM CHARD NEED5 TO BE BOLTED wl 1j'm EOLT5 at 24' o% AS PER TRUSS MAM'F. h•9 ALL T:iREAD, BOLT THRID BOTTOM CHORD OF 4 -FEY TR AND 4x ULK6. BOLT TO OCCUR FOR AT LI 4 -BAYS. m �I m N CS) G) .0 N r, 2x TR— — AS PER PLAN N W Ca W 0� CS) L71 v N iD PR,OYIDE 2 MORE BAYS OF 4X BLK6. ml (4)-LTP4 at EA. BLOCK. (LTP4 BOTTOM OF BLKG TO 61RDER/DRA6 < TRUSS) OC Z C,7 cg NEW ?45T12 STRAP, FULLY NAIL f Z EXISTING 4x 5LK6. w/ BOTTOM VI ESN ?45"2 STRAP OIROER/DRACY AT GREAT ROOM In m J m m X H Z (j) EXISTING 4x 5LK6. w/ BOTTOM VI ESN ?45"2 STRAP OIROER/DRACY AT GREAT ROOM In m 07/07/2004 11:23 76e3605719 YOUNG ENGINEERING SE ILI PAGE 06 . I ■ EXTERIOR BEARING d IOR SHEAR WALL STUD SCHEDULE R at le' eJG 1 2JIB It Ie' W. INV` i GRADS [YARHEfGH7 E ORAOE 140.2 DF -L 16' 1 IN DP -L INTERIOR BEARING 3 IOR SHEAR WALL STUD SCHEDULE C4 d t8' ere 2-0 .1111' nla IHT GRADE MAXHEIQHT OHA08 iNTEATf1A Turku-mcae-re WALL STUD SCHEDULE I1 at li' 014; 2118 2114, of dfT ; GRADE VAX HEIGHT �- allI STUD - _.- 20 '-_ sTLT7-- SHEAR WALL SCHEDULE BHG.AA - SHEAR MAL 81LL70LOT1EpTOTikLATESPAGNO BILLTOLOWEFOUNDATION PPLATI!3PILL PLATE CJIl0 ONE SDE APPLICATIOk 60TH910ES 111ftwATtaN 314'0IA. A44D ALLOWABLE ONE EB)E ALLOWABLE 90TH SIDEb JOEST SPAN SILL CA➢ACITT DESCRIPTION iW" i Lem SPACING PLATE SPACING PBLATE 3/b' APA RATED PLYWOOD EXP. t STFWCT 1 FII 3211b V7/ 8d COMAICH280 � 17 960 aPJl87ilj ANCIIDpB04T HAILS AT b' O,G_ ED6ESJ12' O.G. fIELL (TABLE 23 II -I -I) JUT XFAri s — 5/F-9at 40' o/c ! 2X "*9 of 30_o/c!- 2x 2 — — ------- ---- —J— -- -- - 5/H' APA RATED PLYr400U EXP_ 7 5TRUGT I Pit 32/16 VV ad COWON 11 NAILS AT 4- O.G. EDGES, 12' O.G- -FIELD_ (TABLE 23 -II -1-U -----'------_..----------------------' 318' APA RIJGV7/ PLATED PLYMOD EXP. I STRT I Pit 32116 8d COMt-1CN 3,4 - _ 950 l 430 — 550 '0 at 40' 0/c { 2x lf: — E 12 771E 3 NAIL$O.G.60 AT 4' O.. ED6E5. 12' O.G. FIELD. (TABLE 23 -II -I -I) —'-----•—.---,.-----_--- _ 91,121-1 _.—_ 0 40'0/4 ! 3x �b. ,P at 5/8'0 at 20' o/c 3x k. - — 2 3/8' APA RATED PLYWOOD EXP. 1 STRUGT !PII 92/16 VV Eld GONMOH 7,18 U� 72 1100 .-- /1 j kips 2440 NAILS At 3' _D.G E_D4_ES. 12' O.G. FlgLCO. (TABLE 23-11-1-0590 22' —' - 5!0'm at 32' 0/c y 3X -•----- •-- 5J8'm Ib' air, ax - --- -'--' -'- --... _ 3/8' APA RATED PLYWOOD EXP. I STRUGT I Pit 52!16 VV bd COMMON 9,1,8 -- 12 7'50 12 1460 �---...-' ' - 1 I NAILS AT 2' 04- EDGES. 12' O.G. FIELD. (TABLE 23 -11 -1 -IJ z4 2x1 1x4 NA... - 5!8'm of 24' ah: 3X 516'0 at 12' o/c 3X 46 15)32' APA RATED PLYWOOD EXP. 1 STRIIGT 1 PI7 32/16 CV IOd GOi-4VN S,f,B NAILS AT 2' O.G. EO6E$, 12'0-6- FIELD_ (TABLE 23 -11 -I -IJ 610 19� 1740 49 W�0 at 20. Ole ` 3x 1'0 at 24' 0/a 3X _ 70 2x1 tLIG46 KAx E' q• p, 1 5M21-9 2110 ROTES: 1. ALL PANEL E17SE5 BACKED ATH 2- NOMINAL OR YODER fRAMENS. PANELS JNST.4LLED EITHER HORIZONTALLY OR VERTICALLY. STUDS SHALL BE SPACED 16' ON CENTER INTERMEDIATE NAILING SHALL BE 12' ON CENTER- 2. ENTER2. STUDS SHALL EE DOUGLAS FIR -LARCH OR SOUTHERN PII+£. 3. WHERE PANFLS ARP APPL !ED r -- rZ ii%kLL Ar4v NAIL SPACING IS LESS 7HAN 6'014 CENTER ON CITHER 510E, PANEL JOINTS SHALL ESE OFFSET TO FALL ON DIFFERENT FRAMINS MEMBERS Ort FRAMING SHALL DE 3' NOMINAL OR TACKER AND NAILS SHALL BE STAGGERED CH EACH SI GE. 4. FRAMING AT ADJOINING PANEL ZI06ES 911-0,1LL E39 3' NOMINAL OR WIDER AND NAILS SHALL BE STA66EREO VO4ERE NAILS ARE 2' ON CENTek. S. CENTER. FRAMING AT ADJOINtN6 PANEL ED6E5 SHALL EE 3' NOMINAL OR AIDcR AND NAILS SHALL EE 5TA66ERED MERE ad cr IOd NAILS ARE SPACED 4. OR LESS ON i. SHEATHING NAILS SHALL BE DRIVEN FLWH BUT SMALL NOT FRACTURE SURFACE OF SHEATIHIH6. 7. ALL ANG}IOR BOLT- r4ASI-MRS FOR SHEAR MLLS SHALL HAVE 2'x2543/16' VtASNER5. fL ALL NAILS 5HALL al! C0tlWN P. ALL A.B. SHALL EXTEND AT LEAST 7' BELON LOWEST CONCRETE POUR 10. PROVIDE A MINIK" OF 3 A.D. PER PANEL 1t. PANELS B AND G MAY HAVE 23o BILL PLATE (WERE ANCHOR DOLT 5PAGIN6 45 REDUCED TO HALF THE TABLE SPACING. 12. PTEOVIDE 3' NOFUNAL FRAMING MEMBERS AW 5TA66ERED NAILIN6 { r NG HEADERS IN 4X VAX CARRIED SHEAR 11YTOFABTENEBSAT NOLEONY 314'0IA. A44D STORY WALLS JOEST SPAN SHEARMAX CA➢ACITT TAPE ET 'ulc"EeSolTs ALL -TREAD NOTES: LB WE PiL CURT PANEL SEEBII.CHAIR aPJl87ilj ANCIIDpB04T JUT XFAri NDRYAL F ,t 116-7 1530 2 22' 2 f.G.B.O_ 95402 THE 771E —'-----•—.---,.-----_--- _ 91,121-1 _.—_ _— — - — 2 KING ALT. »rva srpy t kips 2440 2 22' STUD iR141YER HAAOER H 5M31_8 2980 2 22' 2 z4 2x1 1x4 NA... - Id b b' 46 U4 2x4 KI(146 K69 l9' 17 14' 46 70 2x1 tLIG46 KAx E' q• p, 1 5M21-9 2110 2 22- 2 b 19 4 h4 AX40 HM IT Ir tl' _.. .-. -­-._ . E? -E? -U4 --f24_ 2780 3 22' 2 0 h1 {y 7x4 I1XAb Ml1% 10' b' 7x4(� 1x4 IlIG110.`La1t B' W 1Y K 5M24-8 2760 3 22' 2 Q 7x1 (71 ak# lEUG410144X II' 8' 10' L SAf24-9 2460 3 22' 2 1 2x4 125 7x4 HG4f71U.4 IF' 4 Il' - -- _ -' — ' ---_.__----' -- '__-- __--•— —' CS) 11 m N CD G) .o N W Qi 19 W O7 CD LTI N LO { 0 C 7- G') G') M z rN H Z M X H Z fit Lr) -u D M 07/07/2004 11:-23 7603605719 YOUNG ENGINEERING SE . oc MOVDA PAGE 08 Ln O LX Lu -'F T- < I 07/07/2004 11:23 7603605719 YOUNG ENGINEERING SE PAGE 09 CO N I ii'I :•� I! ans H109 _�iy ,b-,�Ln, Z: x� 07/07/2004 11:23 7603605719 YOUNG ENGINEERING SE yr• PAGE 10 XQLING_ENG N .ERM SJOB CIVIL AND STRUCTURAL. ENGINEERING SHEET NO. OF 77-804 Wildcat Dr. CALCULATED BY Palm Desert, CA. CHECKED BY 92211 SCALE 760.360-5770 SHEAR XNJL! R EL•FrTT0- .USC STUL3.223 WALL NO. BOTH SIDES (Y or N) SEASONED LUMBER (Y or N) STRUCT (I or 11) WALL TYPE END POST H (FT.) W (FT.) v (LBVFT.) 1.4v.(2W/H) _ R H:W FORCE AMPLIFICATION FACTOR=2W/H= T = C (LB.) HOLDOWN E (P.S.I.) H/W A (IN.2) t (IN.) (TABLE 23-2.1 & H) = G (P.S.I.) (TABLE 23-2-J) = da (SIMPSON TABLES) NAIL SIZE en (TABLE 23-2.10 = LB/NAIL = NAIL SPACING (IN) DELTA SON.) = DELTA MON.) =.7R(DELTA S) = ALL DELTA M (IN.) =.025H = 29 y y = I D 6X6 - 12.00 4.25 920 .1818 REF- CBC 1630.9.1 & 1630.2.1 4.5 1.41176 REF. APA APPENDIX C 10514 HD14A - 1600000 . 2.82 30.25 0.298 90000 0.4770 10D 0.0046 * ` = 76.6667 2 1.047 3.299 OK 3.6 YOUNG ENGINEERING SER (VICES 77804 Wildcat Dr., Palm Ueserti Ca. 92211 (760) 360.5770 (760) 360-5710 June 16, 2004 Tom Hartung Building Official City of La Quinta Re. Dobbins Residence- 53-900 Del G4 to Dr., La Ouinta, CA Dear Tom, We have performed structural observati3n with regards to the framing for the above referenced project and find it to be in general conformance with the approved structural plans with the exception of the following items: I. Need to provide 2 more bays of 4x blocking with (4)-LTP4 per each block. hasten LTP4 from bottom of blocking to bottom o;'4 -ply girder/drag truss. Provide new MST72 strap from bottom of new 4x blocking. to old 4x bl :)cking. 4 -ply girder/drag requires %z" diameter bolts at 24" o/c as per truss manufacturer. Provide lengthened '/" diameter all thread at blocking locations, install bolt thru bottom chords of 4 -ply girder/drag truss and blocking_ Reference bottom view detail on following shpets. (Truss tonne. -tion is located along same line as W16X31 frame at great room). 2. Need to provide sill plate for center column along 8" pipe cantilever column line. 3. Both trellis structures need to b.� constructed as they were not yet completed at this time. 4. Need to sheath the face* of beam R34 and pony wall as per shear wall type `A' as beam R34 did not receive the B.N. as shown i..i detail I I/S3.3. 5. Need to provide MST60 strap vel 6x6 blocking as per detail 11/S3.2 where 6x6 header connects to shear wall #5 located at the master bath/closet. 6. Need to provide 16d at 4" o/c drag connection from bottom chord of drag truss to beam R29 as shown in detail 19/S3.6. This c onneetion is located in the master bedroom. 7. Need to continue A35 at 24" o/-. from drag truss to double top plate along the line of shear wall #34,in the master bedroom. 8. Need to connect drag truss to shear wall #32 with A35 at 24" o/c as shown in detail 6/S3.5. This connection is located between the guest living and master bath. 9. Need to provide ST6224 straps around every angled corner. Locations of these straps may be found on the roof framing plan 10. Need to provide horizontal and vertical straps as per detail 11/S3.2 for 6x8 beam to shear wall #28 located at the courtyard entry structure. 11. Need to provide horizontal and vertical straps as. per detail 11/S3.2 for 6x6 beam to shear wall #26 located at the exercise roan. Do not need to install MST48 strap as per detail 12A/S3.2 as 1 have analyzed the drag load and found that there an adequate amount of A35 connectors spaced at 24" o/c (Detail 15/S3.2)- 12. Need to proy�de 2x blocking acid nailing as per detail 18/S3.3 for bottom chord of drag truss to connect to shear wall #30. 13. Need to relocate shear wall #!1". Provide 2x sill and epoxy 5/8" diameter anchor bolts at 16" o/c as per Simpson structural set (See note #11 on shear wall schedule, slieet S13). Plywood and nailing for shear panel must match shear panel type C specifications. Need to epoxy (per Simpson structural set) HDSA hold downs on end post for shear wall #17 using 5/8" all thread with 7" minimum embedment :.nto continuous footing. Provide 6x blocking with vertical and Z0 39dd 3S 9NI2133NI!)N3 9NnoA STL909609L 6Z :60 b00Z/81/90 horizontal strap at 6x6 beam to Shear wal I connection for both shear wal l #17 and shear wall 418 as per detail l l/S3:?. See following pages for the new shear wall 417 location. . 14. The corner connection between shear wall #27 and shear wall 414 does not comply with what is. shown on the framing plans. 1 have analyzed shear wall 427 as a panel that has 8'-8" in length instead of the previous length o-; 9'-8". The panel type stays the same, but the contractor needs to provide a double stud at this location. Shear wall must be edge nailed to the double post and an 1'iD2A hold down needs to b,- epoxied (as per Simpson structural set) at this location. Use a 5/8" diameter all thread with minimum 7" embedment into continuous footing. See shortened shear wall #27 on the following pages. Shear wall #27 is located at the office. 15. Need to repli#ce existing 4x blocking used girder/drag truss shear wall #20 connection at garage. Replace with new 4x blocking 2:s shown in detail on following pages. Provide 4x blocking so that the MST48 strap can be na'.21ed to bottom of blocking while the blocking is flush with the bottom chord of the girder/drag truss. Must provide a minimum of (7)-LTP4 connectors from bottom of 4x blocking to bottom chord of 3 -ply girder/drag truss. Refer to Bottom View detail of girder/drag at garage on the following pages. 16. Shear wall #29, located between the guest bedroom and the guest living has been moved along the same wall line. The new length of wall.is 7' -6" -which is the same as the old length of wall. Need to sheath (both sides) as per shear wall type C. The HD6A hold downs are already present at the new wall location, however the previous door location needs to be filled. Need to provide a 3x sill plate at the door opening w/ epoxied 5/8" diameter all.threads(min. embedment 7") as per Simpson structural set, use a minimum of 2 all threads. Need to be sure that the shear panel is edge nailed to double top pla',:e, end posts and sill plate. There should be no plywood joint where the new sill plate connects to the existing sill plate. This structural observation does not relieve the City in any way from performing their standard structural inspections nor is it in lieu of any code : equired special inspections. The structural observation performed should not be construed as a detailed structural inspection but as a structural observation for general conformance as per CBC 1702,220, If you have any ques*ns please call. Sincerely;. Jeffrey B. Young S.E. Oki E0 39bd 3S 9NI833NI!)N3 9Nf10h 6ZL509E09L 6Z:60 b00Z/BZ/90 06/18/2004 09:29 7603605719 YOUNG ENGINEERING SE PAGE 04 a � Q m a �W rn p� f m T In r 4OmTD D rnd0��� 4�. e e 4 -PLY 61RDER/D.ZA6 TRU55 PER PLAN, BOTTOM CHORD NEEDS TO BE BOLTED w/ W:P BOLTS at 24' a/c A5 PER TRU55 MANLP. 142'-V ALL THREAD, BOLT THRV.DOTTOM CHORD OF 4 -PLY TRU55 MNV 4X MSr7. f7CJL1 Ntt_f TO OCCUR FOR AT LEA5T 4 -BAYS. BOTTOM VIEW i TRU55E5 AS PER PLAN I' NAIL j J % PROVIDE 2 MORE BAYS OF 4X 13LKC7. rn/ (4)-LTP4 at EA_ BLOCK. (LTP4 BOTTC*l OF BLKC5 TO GIRDER/DRAG TRu55) CS) cri --- ------- �-�z-ori=_ . 00 Bott. I&'-1" i f I I m lD .............. ... ._.._... .._- —._--...I. —_—_ ----- - __— tD rib cn -_-- 2x&-- -- ----fix ..-. -. C x& t. Ili �-- ' ; °' � r ! ,: i -- �x�-----:---- i; i j 55.1 CD �. :. LTI LD 3x 6'- f" 2x -O" Qj 0- 53.2 53.3 USE MST48STRAP HORIZONTAL -----..............-_-_-.- L7 LO _ I - E• i !• E• D !7 m CD CTI EXTERIOR SEARING A OR SHEAR WALL STUD SCHEDULE 4 &1 Tr cfc ti16 4t 18' arc HT I GRADE MAX HELGXT GRADE --- N0.2 DF -L 16' - _- ; No.2 DF-1- INTERIOR F-L INTERIOR BEARING S IOR SHEAR WALL STUD SCHEDULE !4 at T9' we 2xS at 16' oro iii I GRADE MAYHEIGHT ORAD! INTERIOR NON-BEARING WALL STUD SCHEDULE 94 at IV ore 2U d IV oro INT GRADE YAI HEIGHT I GRADE SITUD 20' I STUD d SHEAR WALL SCHEDULE ALLGXWARSLE j Alla Al LE ONE SIDE BOTH SIDEB DESCRiPT10N LBIFT I LBIT+T 3/8' APA RATED PLYV400D EXP. 13TRUGT I PH 32/16 W/ 9d CCNMOH •- 200 NAILS AT 6' OL. EDGES, 12' O.G. FIELD. ftAHLE 73 -II -I -U —..-'---------..--- ---- --- --' - __ EXP. I STRT I P6 W/ 32/16 ad COMMON APA RATED PLYWOODUG 3 350 NAILS AT 4. OIG_ EVOES• 12' _O.G. FIZLD. JT_ABLE I LTS 3/0' APA RATED PLYWOOD EXP. I STRUGT 1 Pik 32A6 W/ 0d COMMON 3.4 430 1 HAILS AT 4' O,G_ EDGES. 12' O.G. FIELD. (TAELE 23-11-1-1) 918'o at 20' o/c; _ 3/0" APA RATED PLYWOOD EXP. 15TRUGT I PII 92/16 YV 8d COMMON 3,4A 550 i NA>.1LS A_T 3' O.G EDGES, .12' O.G._FIELD. (IABL2 FLAT IMILAWIMMIAL P SMI6-T 3/8' APA RATED PLYY4000 EXP. I STidUGY I Pill 9286 Y1/ Sal COMMON 304,6 T30 1 NAILS AI 2" O.G. E10CyES_12--OC- FIELD, trA5LE 23 -II -1-I) 5/8'9 at 16_o/c I 3X 15!32'APA RAT0ED PLYY 00 EXP. ISTR XV I PSI 32/16 W/ IOd COMMON x,4,66-101 L NAILS AT 2- O.G. EDGES, 12' O.C.- PIELD. (TABLE 23-11-1-U -12*--- 22' NOTES: ALL PANEL EO&E5 BACKED WITH 2' NOMINAL OR WIDER FRAMING. PANELS INSTALLED EITHER HORIZONTALLY OR VERTICALLY. STUDS SHALL BE SPACED 16" ON CENTER, INTERMEENATE NAILINS SHALL BE 12' ON CENTER. STWIS SHALL SE DOUGLAS FIR -LARCH OR SOUTHERN PINE. __ _ _ „ o.,... oe.ca nw n:o wA1 1 sun NAIS SPAGINS,IS LESS THAN 6' ON CENTER ON EITHER SIDE, PANEL WINTS SHALL BE OFF5ET TO FALL ON DIFFERENT FRAMING MIEMDER5 OR FRAMINS SHALL OF 3' NOMINAL OR THICKER AND NAILS SHALL BE STA66EREO ON EACH SIPEE- FRAMING AT ADJOINING PANEL EDGE5 SHALL B2 3' NOMINAL OR WIF3ER AND NAILS SHALL Be STAGGERED WhER% NAILS ARE 2' CN CENTER CENTER. FRAMINS AT ADJOINING PANEL ED6E5 SHALL BE 3' NOMINAL OR WIDER AND NAILS SHALL BE STA66ERED WHERE 8d or IOd NAILS ARE SPACED 4'0.q LE55 ON A.B FOUNDATION SILL PLATE OR ILO. SILL TO LOWER TOP PLATE SPACING 4E 910E APPLICATION BOTH SIDES APPLICATION SPACING ! BILL -M BPACIXO I DVATF '�O --•----- •- 5/6.19 dt 40' o/c -- ------_i.. 2X ..---- 518'9 at 90' aJcl. -----------'------ 2X STORY WALLS 5/8'04 at 40' o/c a 2x12 I LTS 060 NOTES: 5/8.4 of 4o' o/4 3x 918'o at 20' o/c; 3x RENOryA 11 11 FLAT IMILAWIMMIAL P SMI6-T 1 100 2 5/0'm al 32' o% j 3X 5/8'9 at 16_o/c I 3X —__ - 13 - I -12*--- 22' 2 1480 Ito m at 24' o% f 3X 5/8_0 at o% _3X - i2 2 !4- 2x4 214 NA _.—. .—_____ `6 2x4 214 NX.4b MWI 1T4o --------....---------- '---- -'-------------....---- at 20' a& 1 3X I-9 at 24' ale- I 3x ! B. SHEATHING NAILS SHALL BE DRIVEN FIX5H eVr SHALL NOT FRAGTbRE SURPAGC OF SHEATHING. 7. ALL ANCHOR BOLT Y4A.5HERS FOR SHEAR Y"LL5 SHALL HAVE 2'x2�x3/16' YtASHERS- • Al I NAII 4 reHALL BE GOYMON B. ALL AB. SHALL EXTEND AT LEAST T" 6EL094 LOYiE5T CONCRETE POup_ 14. PROVIDE A MINIMIIM OP 9 A.B. PER PAWL 11. PANELS B AHD G MAY HAVE 2x 51" PLATE YORE AMOR BOL ONGT SPAGIN6 IS REVUGED TO HALF THE TAEILE SPAGINb. 12. PROVIDE 3' NOMINAL FRAMING VEMBERS AND STA66ERED NAILING NO HEADERS W 4X MAX CARRIED SHE" w7cTAmmRBAT HOLD"u 3r4'am. A442 STORY WALLS JOIST SPAN SHEARMAX GAP sLTMi�AP01ANHA � LTS ALL-THREAD -THe oi NOTES: eEewi RENOryA FLAT IMILAWIMMIAL P SMI6-T 1530 2 22' 2 14.100. =5402 TILE TILE arrclnrda Arwa v c �M21-7 2440 2 22' 2 IGNG ALT. STUD TRINWR NAXKR arwu zsevu aasu IT b' f0' SM2E-8 2380 2 22' 2 !4- 2x4 214 NA _.—. .—_____ `6 2x4 214 NX.4b MWI IS' IY 14' --------....---------- '---- -'-------------....---- -----...-- ---. ..------.. .-----------' '--•-•---•- c6 ]x4 2x4 HIX4-4 MAX II T - - _v _ • 1 5M21-4 2110 2 22' 2 6 214 2x4 1UftDJ1V( H' II' 12' S42I-T 2780 3 22' 2 '6 214 .4 HUL46 HAx 1712 V B 4. ---- _ 2x4 f7} 2c4 ! 410 MA% -1 ID' 1Y K .. 5M24 -B 2720 3 22' 2 :12 294 1212x4 NJG41pMAX 1' S' W' ....---_--._. _...____---. -- --.. L 5M24-41 2460 3 22' 2 '.I] 2x4 1212x4 MZ412 PAX L• 4' II' .- .. .---------_----'------- '-------------------' --------- - •---�---'•----- ---------- -'-----• 06/18/2004 09:29 � CN kD — 7603605719 YOUNG ENGINEERING SE Ix C!n � PAGE 08 ! xU | / ! | | --------- ' o ! ! ! . � ! � � _ | . ' | ! | . � PAGE 08 ! xU | / ! | | --------- ' o M A SPECIAL INSPECTION SERVICE REGISTERED INSPECTOR'S WEEKLY REPORT JON TANDY 78-194 Elenbrook Ct. Palm Desert, CA 92211 Office (760) 772-7192 Fax (760) 772-7193 Pager (760) 776-3338 TYPE OF INSPECTION PERFORMED ❑ REINFORCED CONCRETE ❑ STRUCT. STEEL ASSEMBLY ❑S' t' ) 6p ❑ POST TENSIONED CONCRETE O ASPHALT 'O OTHER ❑ REINFORCED MASONRY O FIRE PROOFING VC JOB LOCATION_ oO �/� /F _ �„� � ^ / A QU L ` �� ��(� � � IY/"t �� � REPORT SEQUENCE NO. TYPE OF STR CURE a � � 4 v S PERMIT N0. DAZE/��( ", DAV OF WEEK MATERIAL DESCRIPTION --s�� ? 3 RA, ARCHITECT IN MRS. CHARGED ENGINEER ASSISTANTS HRS. CHARGED INSPECTION GENERALU� �- 1 ` SUB !� DJ DATE CONTRACTOR r L , TRACTOR ,S" P We z S v � sjp LL) e.¢,tA (W Co PA IP l>;t�- 3 S �S r � C�• �• c�JeR-� �� � � I�trw-e-S v� A S W , l -S X A e -A *."-S 7C- LL)l b �. YK, 6 M-ek,,T f w-eS LL -7-k� v T— hSS t-)6 (o �A t -a 0 tT uee o C-� Z-0 Ilo� axg--S S G• C• l COPY SENT TO CLIENT O CONTINUED ON NEXT PAGE O PAGE OF CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED TO THE BEST OF MV KNOWLEDGE ALL OF THE ABOVE REPORTED WORK UNLESS OTHERWISE NOTED. I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS. SPECIFICATIONS. AND APPLICABLE SECTIONS OF THE GOVERNING BUILDING LAWS. NRE OF REGISTE INSPECTOR 9ttTbi- -1-Z-60 (off OS— REPORT REGISTER NUMBER 1 '.► 1.-.,.i :. 1. ��� r I fH :� I rH :t+I" II:... NMI INSPECTIONS JCM Inspections 39725 Garand Lane Suite F Palm Desert, CA 92211 Phone: 760-345-5554 - Fax: 760-772-3895 INSPECTIONS Project Name: VJ olt'+ tAA EPDXY INSPECTION REPORT Project No: Dat _1 Protect Address: (I loot 1/2, S 3 City:: OO 0 1, �� (�o_ Title 24 File # App# AWS (ME)Other: ❑ D 1.1 ❑ D 1.4 ❑ Other Client: Sub -Contractor: ac% c O Co t. , General Contractor:AA qbk-C� is Architect: Structural Engineer: ok \ A(LSo<t r1 c' n f11 �Ct. Epoxy Type: Epoxy Shelf Life: Hole Cleaning Method(s):gA,50ne� Anchor Bolts Rebar Q �+ , , .SA J � � rr� � n �c o rt c, �i �,, ��QU S a0o,s � "� `I k Weather: uknn Unresolve ems: Q None See Below Description of Work Inspected: on o r ,n z o v7bS t' c O Wk t4~ Q C C S� — o C. • • %-* • ) e , " `R P4 c� ' � oxt I o 6u� Cb Q cA. eo 0sSt \ t}3 < oV_ rNANt 'iCJ Gna eQwcN o� . bo oe r+q Qlt eases M V! Q n "l`%. fG n p n t t• ti` t7 �e n Work complies with written approval from Structural Engineer and ICBG Evaluation Report # I hereby certify that I have inspected all of the above work, unless otherwise noted, and to the best of my ability I have found this work to comply with the approved plans, specifications _applicable building laws. Final report issued at project completion. Insp tor: Jack C. Millin C. I BO-' rt fication No: 0842216-49 Contractor's Representative: Copy(;:VCM Inspections Copy 2 Project Superintendent Copy 3 Governing Agency Page AL of L + JCM Inspections 39725 Garand Lane Suite F Palm Desert, CA 92211 INSPECTIONS a Phone: 760-345-5554 - Fax: 760-772-3895 INSPECTIONS ' , EPDXY INSPECTION REPORT '' Date:-) :o Project Name: Project No: Project Address: t� City: �o .5 3 _C100 li) G a o fix- 1.1) �r' U r n Q �£.. � � Client: Sub -Contractor: D Y%A__ FC' o.e (D r Title 24 AWS le # ❑ D 1.1 App# ❑ D 1.4 F] Other UBC Other: ; General Contractor: nn Architect: Structural Engineer: SO k! f1 A r*, P 1 C '1 ,\ Cl Sr- FN IL i A r C yl �I .O i (c �1 1 f FX_J Bolts ❑ Rebar 1� �-�- C Epoxy Type: '\`t�1 D Son S _t Zvi C 1 + e a Epoxy Shelf Life: (� ��p 1�� , POaj Hole Cleaning Method(s): QVo%#3 (' ea n '+C e — �,c u c\.` �/ F� Wc+cQ �d +� Weather. SLA N1 nkA Unresolved'I ems: ®_None ❑ See Below Description of Work Inspected:0 14 nne- R>�p � S �'n'c- n,.a�. E f) A A\tl _ 't $ t .(1 � o yh4. @ r l @ A 1•J �� P P fa0 • • a e n •A C-6-/1 A /�D�cC c �1o�Tin o I C_ ,,'6nz U "-A- 1/1 V/ r1 r O O M .- % O t1 r n r.n 1 r♦\Awoo"� .. r CI Q n r r o C- W, O 110. • r. Vv\P Work complies with written approval from Structural Engineer and ICBG Evaluation Report # I hereby certify that I have inspected all of the above work, unless otherwise noted, and to the best of my abilitj1 have found this work to comply with the approved plans, specifications _applicable building laws. Final report issued at project completion. J` Inspector: Jack C. Millin ICBO ert'fic tiol No: 0842216-49 Contractor's Representative: Copy 1 JCM Inspections Copy 2 Project Superintendent Copy 3 Governing Agency Page t of