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06-1331 (SFD)APPLICATION.# rio-/33.[... ADDRESS BY VALUATION SQ... FT'. GARAGE iM�Cif. -el' TYPE . .. NST i �(-j�l OCCUPANCY' -� A/C 770 FIRE SPRINKLER. 'D' # OF BEDROOM 3 4.7 zorrE # O F ; .UNlT`S.: 1, — =: CODE. EDITION20 12d)S ROOF TYPE .. .. MECHAATICAL # VENT FANS # EXHAUST HOOD A/ C - < 3 TON A/C >3 TON FAU <100,000 B7 FAU >100,000 B7 -DUCT ALTERATION PLUMBXNG New # OF FIXTURES' SEWER #�p5lih% SEPTIC SYSTEM .ROOF DRAINS' ,WATER HEATER l-4ing WATER PIPING 'New. LAWN ..SPRINKLER GAS PIPING 1-4 GAS PIPING >4 'L GAS METERY UNIT . COMM.. / GAS TOILETS BIDET -el' SHOWERS j BATHTUBS .. -� S.INRS� 770 BAR . SINK - INRBBQ.. BBQ.. OVEN. RANGE. 1, — COOK TOP DRINKING FOUN- WASHER. DRYER WATER,- HEATER ROOF : DRAINS FLO:OR.DRAINSp) KITCHEN SINK .VEG SINK LAUNDRY SINK. FIREPLACE ELECTRICAL SQ._k�FT .LIV GARAGE., SQ . FT TEMP.: POWER _u FIXTURE #. GRADING <5 0::, CU YDS >50::CU . YDS CDD. APPROVAL ENGINEER APP. .. `'�'� 0`1 N5 P ECTl'O N � IA'1°N TE NA N C E R � - .. SETBACKSz TEMP POWER T 5EWE: R'CON N ECTION UNDERGROUND ELECTRICAL r UN:DERG-ROUN D GAS =� UNDERGROUND MECHANICAL UN._DERGROUND PLUMBING TEMPLATE FOOTI N G DRYPAC K` Y.. GRADE BEAM •.._;, FOOTINGS. SLAB,:.. ROOF: NAIL , .:OKAY:TO' WRAP FRAM °RO.UG:H ELECTRICAL ROUGH MECHANICAL '�. ROVGH:PLUMBING -a SHOWER PAN _ INSULATION LATH DRYWALL NAIL ...:.. GA 5, LINE /GAS TEST 'Ta TEMP' VSE:OF PERMANENT POWER FI"NAL . PUBLIC WORKS FINAL�f ELECTRICAL FINAL.. "M'ECHANICAL FINAL PLUMBI'N:G FI NAL ZRA:DIN`G FINAL FINAL AQMD FINAL BOND.BEAM — CODEC_ OMPLIANCE.FINAL CVWD FINAL FI RE DEPT FINAL - 'LA �. •A+ FLOOR NAILING GREASE INTERCEPTOR HEALTH DEPT FINAL PIERS.. _ PRE—GVNi;TE PRE-P`LASFER PRE—ROOF PRE -SITE. ROOF, DRAIN SEPTIC ABANDONMENT SEPTIC SYSTEM SPECIAL:l SPECTION T—BAR WATERLINE CERTIFICATE OF COMPLIANCE 4�J��Sc�o Desert Sands Unified School District 47950 Dune Palms Road Q 13ERMUDADUNES O rn RANCHO MIRAGE CJ Date 12/20/06 La Quinta, CA 92253 INDIAN WELLS PALM LA QUINTAT No. 29069 (760) 771-8515 INDIO v Q J+J Owner Walter & Catherine Hunter APN # 774-155-022 Address 77-511 Calle Arroba Jurisdiction La Quinta City La Quinta Zip 92253 Permit # Tract # Study Area Type Residential Addition No. of Units Lot # No. Street Unit 1 77511 Calle Arroba Unit 2 Unit 3 Unit 4 Unit 5 Comments S.F. 961 Unit 6 Unit 7 Unit 8 Unit 9 Unit 10 Lot # No. Street S.F. At the present time, the Desert Sands Unified School District does not collect fees on garages/carports, covered patiostwalkways, residential additions under 5 00 square feet, detached accessory structures (spaces that do not contain facilities for living, sleeping, cooking, eating or sanitation) or replacement mobile ho mes. It has been determined that the above-named owner is exempt from paying school fees at this time due to the following reason: EXEMPTION NOT APPLICABLE This certifies that school facility fees imposed pursuant to Education Code Section 17620 and Government Code 65995 Et Seq. in the amount of $2.63 X 961 S.F. or $2,527.43 have been paid for the property listed above and that building permits and/or Certificates of Occupancy for this square footage in this proposed project may now be issued. Fees Paid By O/C Wells Fargo Bank, Catherine Hunter Check No. 0737704177 Name on the check Telephone 912-8430 Funding Residential By Dr. Doris Wilson Superintendent Fee collected /exempted by Signature 1/44"Az Barbuzza Payment Recd $2,527.43 " �Over/Under NOTICE: Pursuant to Government Code Sectibfi 66020(d)(1), this will serve to notify you that the 90 -day approval period in which you may protest the fees o r other payment identified above will begin to run from the date on which the building or installation permit for this project is issued, or from the date on which those amounts are paid to the District(s) or to another public entity authorized to collect them on the District('s) behalf, whichever is earlier. NOTICE: This Document NOT VALID if Duplicated Embossed Original -Building Department/Applicant Copy -Applicant/Receipt Copy - Accounting „ r, ENERGY CALCULATIONS FOR GOODALL DESIGN GROUP HUNTER ADDITIONIREMODEL LA QUINTA, CA. The building design, as outlined in these Energy Compliance Calculations, to the best of my knowledge, meets the requirements contained in 2001 AB 970 Title 24 Building Energy Efficiency Standards (California Code of Regulations, Title 24, Part 6 and the Administrative Regulations, Title 24, Part 1.) TRM MECHANICAL C-20 #475965 648 LUCYLLE LANE OLIVENHAIN, CA 92024 (760)753-4702 CITY OF LA QUINTA BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTION = 20 - P31ME-M CLIMATE ZONE ----15 JOB NO. ----05-27 1 mcm H -T � MAR 3 0 2006 U 0- Chapter 3: ADVANCED TOPICS Table 3-2..Defoult Assumptions for Existing Buildings U-factor Use Standards Table 1 I 6 for all vintages (see Table 2-4, Ch. 2, Input Reference) . Default Assumption for Year Built (Vintage) Shading Device Use ACM Table R3-7 (see Table 2-7, Ch. 2, Input Reference) Before 1978 1984 1992 1999 2001 2004 2006 Conservation Measure 1978 to -'83 to -91 to 98 to 2000 to 03 to 05 & later INSULATION (U -VALUE) 3.413 3.413 3.413 3.413 3.413 3.413 3.413 3.413 SPACE COOLING EFFICIENCY All Types, SEER. 8.0 8-.0 8.9 9.7 9.7 9:7 Roof 0.079 0.049 0.049. .0.049 0.049• 0.049 0.049 0.049 Wall 0.356 0.110 0.110 0.102 0.102 0.102 0:102 0.102 Raised Floor-Crawlspace 0.099 0.099 0.0990.0.46 0.046 0.046 0.046 0.046 Raised Floor -No Crawlspace A.238 0.238 0.238. 0.064 0.064. 0.064 0.064 0.064 Slab Edge F2. 0.73 0.73 0.73 0.73 0.73 0.73 0.73 0.73 Ducts R-2.1 R-2.1 R-2.1 R-42 R4.2 R4.2 R4.2 R-42 LEAKAGE Building (SLA) 4.9 4.9 4.9 4.9 4.9 4.9 4.9 4.9 Duct Leakage Factor 0.86 0.86 0.86 . 0.86 0.96- 0.89 0.89 0.89 ra.a11aU0aa%t%aava�- U-factor Use Standards Table 1 I 6 for all vintages (see Table 2-4, Ch. 2, Input Reference) . SHGC Use Standards. Table 1.16B for all..vintages (see Table 2-5, Ch. 2, Input Reference) Shading Device Use ACM Table R3-7 (see Table 2-7, Ch. 2, Input Reference) SPACE HEATING EFFICIENCY Gas Furnace (Centrals AFUE 0.75 0.78 0.78 0.78 0.78 0.78 0.78 .0.78 Heat Pump, HSPF .5.6 5.6. 6.6 6.6 6.8 6.8 6.8 7.4 Electric Resistance, HSPF 3.413 3.413 3.413 3.413 3.413 3.413 3.413 3.413 SPACE COOLING EFFICIENCY All Types, SEER. 8.0 8-.0 8.9 9.7 9.7 9:7 9.7 12.0 WATER HEATING Energy Factor 0.525 0.525 0.525 0.525 0.58 0.58 0.575 0.575 Rated Input (MBH) 28.0 28.0 28.0 28.0 28.0 28.0 28.0- 28.0 This .table is based on Table R3-11 in the Residential ACMApproval Manual. c © 2005 by Enercomp, Inc. 0911512005 COMPLIANCE 3 m9 C. CERTIFICATE OF COMPLIANCE: RESIDENTIAL COMPUTER METHOD CF -1R Page 1 --------- - ---- -- ----- - ------------- Project Title.......... HUNTER-ADDITION/REMODEL Date..12/28/05 17:02:53 Project Address........ 77511 CALLE ARROBA ******* ---7----------------- LA QUINTA, CA. 92253 *v7.10* Documentation Author... THOMAS R. MARSHALL ******* Building Permit # TRM Mechanical 648 Lucylle Lane Plan Check / Date Olivenhain, CA 92024 760-753-4702 Field Check/ Date Climate Zone........... 15 --------------------- Compliance Method...... MICROPAS7 v7.10 for 2005 Standards by Enercomp, Inc. ------------------------------------------------------------------------------- I MICROPAS7 v7.10 File -HUNTER Wth-CTZ15S05 Program -FORM CF -1R User#-MP0425 User-TRM Mechanical Run-Exist+Add+Alt ------------------------------------------------------------------------------- MICROPAS7 ENERGY USE SUMMARY = Energy Use Standard proposed Compliance = (kTDV/sf-yr) ----------------------- Design ------- Design Margin - ---------- _ = Space Heating.......... .--- 4.11 ---------- 3.40 _ 0.71 = = Space Cooling.......... 120.94 114.09 6.85 - = Total 125.05 117.49 7.56 - _ ***.Building complies with Computer Performance *** - _ *** water Heating not calculated ------------------------------------------=---------------------- ----------------------------------------------------------------- GENERAL INFORMATION ------------------- HERS Verification.......... Conditioned Floor Area..... Building Type .............. Construction Type ......... Vintage Assumptions ....... Fuel Type ......... Building Front Orientation. Number of DwellingUnits... Number of Building Stories. Weather Data Type.......... Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Slab -On -Grade Area......... Glazing Percentage......... Average Glazing U -factor... Average Glazing SHGC....... Average Ceiling Height..... Not Required 2399 sf Single Family Detached Existing+Addition+Alteration 1978-1983 NaturalGas Front Facing 0 deg (N) 1 1 FullYear Slab On Grade 2 19911 cf 2399 sf 16.1 % of floor area 0.65 Btu/hr-sf -F 0.51 8.3 ft 3 1 C CERTIFICATE OF COMPLIANCE: RESIDENTIAL COMPUTER METHOD CF -1R Page 2 Project Title.......... HUNTER ADDITION/REMODEL Date..12/28/05 17:02:53 ------------------------------------------------------------------------------- MICROPAS7 v7.10 File -HUNTER Wth-CTZ15SA5 Program -FORM CF -1R I User#-MP0425 User-TRM Mechanical Run-Exist+Add+Alt ------------------------------------------------------------------------------- BUILDING ZONE INFORMATION Floor # of # of Cond- Thermo- Vent Vent Verified Area Volume Dwell Peop- it- stat Height Area Leakage or Zone Type -------------- (sf) ----- (cf) Units ------ ----- le ----- ioned Type (ft) (sf) Housewrap HOUSE - Existing ----- -------- ----- ------- ---------- Residence 1438 12223 0.60 2.4 Yes Setback 2.0 Standard No HOUSE _ Altered. Residence 1438 12223 •0.60 2.4 Yes Setback 2.0 Standard No ADD - New (Added) Residence 961 7688 0.40 1.6 Yes Setback 2.•0 Standard No r OPAQUE SURFACES U- Sheath- Solar Appendix Frame Area fact- Cavity ing Act Gains IV Location/ Surface Type (sf) or R-val R-val Azm Tilt Reference Comments HOUSE.- Existing HOUSE. - -- --- ---- --- --------- - -- -------- -------------- 1 Wall Wood 138 0.110 11 0 0 90 Yes IV.9 A2 NORTH 3 Roof Wood 1508 0.049 19 0 0 16 Yes IV.1 A4 EXIST ROOF 4 Door Other 18 0.500 0 0 0 90 No IV.5 A4 GARAGE 5 Wall Wood 220 0.110 11 0 270 90 Yes IV.9 A2 WEST 9 Wall Wood 30 0.110 11 0 0 90 No IV.9 A2 GARAGE HOUSE - Deleted 7 Wall Wood 326 0.110 it 0 180 90 Yes IV.9 A2 REMOVED 12 Wall Wood 254 0.110 11, 0' 0 90 Yes IV.9 A2 REMOVED 14 Wall Wood 76 0.110 11 0 270 90 Yes IV.9 A2 REMOVED 16 Wall Wood 298 0.110 11 0 90 90 Yes IV.9 A2 REMOVED 18 Door Other 20 0.500 0 0 0 90 Yes IV.5 A4 REMOVED ADD - New (Added) 6 Roof Wood 1009 0.032 30 0 0 16 Yes IV.1 A7 NEW 8 Wall Wood 344 0.102 13 0 180 90 Yes IV.9 A3 SOUTH 13 Wall Wood 198 0.102 13 0 0 90 Yes IV.9 A3 NORTH 15 Wall Wood 141 0.102 13 0 270 90 Yes IV.9 A3 WEST 17 Wall Wood 378 0.102' 13 0 90 90 Yes IV.9 A3 EAST PERIMETER LOSSES Appendix Length F2 Insul Solar IV Location/ Surface (ft) Factor R-val Gains Reference Comments ------------ ------ HOUSE - Existing -------- ------- ------------- ---------------------- 2 S1abEdge 58 0.730 R-0 No IV.26 Al TO OUTSIDE HOUSE - Deleted A CERTIFICATE OF COMPLIANCE: RESIDENTIAL COMPUTER METHOD CF -1R Page 3 Project Title.......... HUNTER ADDITION/REMODEL Date..12/28/05 17:02:53 - -- ----------- -- -------------------------------------------- MICROPAS7 v7.10 File -HUNTER Wth-CTZ15S05 Program -FORM CF -1R User#-MP0425 User-TRM Mechanical Run-Exist+Add+Alt I ------------------------------------------------------------------------------- PERIMETER LOSSES Orientation ------------------- HOUSE - Existing 1 Wind Right (W) 6 Wind Front (N) HOUSE - Deleted 2 Wind Left (E) 4 Wind Right (W) 8 Wind Right (W) 10 Wind Front (N) 14 Wind Back (S) 16 Door Back (S) ADD - New (Added) 3 Wind Left W. 5 Wind Right (W) 7 Door Left (E) 9 Wind Front (N) 11 Door Front (N) 12 Wind Back (S) 13 Wind Back (S) 15 Door Back (S) 17 Door Back (S) 18 Skyl Front (N) FENESTRATION SURFACES Exterior Area U- Act Shade (sf) factor SHGC Azm Tilt Type Location/Comments '18.0 0.580 0.650 270 90 Standard RGLASS2/VINYL-DUAL PANE 24.0 0.580 0.650 0 90 Standard FGLASSI/VINYL-DUAL PANE 20.0 0.580 0.650 90 90 Standard LGLAS6/VINYL-DUAL PANE 24.0 0.580 0.650 270 90 Standard RGLASS/VINYL-DUAL PANE 4.0 1.280 0.800 270 90 Standard RGLASI/METAL-SINGLE PANE 32.0 0.580 0.650 0 90 Standard FGLAS2/VINYL-DUAL PANE 15.0 1.280 0.800 180 90 Standard BGLS1/METAL-SINGLE PANE 40.0 0.990 0.740 180 90 Standard BGLS3/WOOD-SINGLE PANE 25.0 0.390 ---------------- 90 Appendix Standard Length F2 Insul Solar IV Location/ Surface (ft) Factor R-val Gains Reference Comments ------------ ----- 10 S1abEdge 99 -------- 0.730 ------- R-0 ----- No --------- IV.26 Al ---------------------- REMOVED ADD - New (Added) 0.390 0.300 0 90 Standard 11 SlabEdge 169 0.730 R-0 No IV.26 Al TO OUTSIDE Orientation ------------------- HOUSE - Existing 1 Wind Right (W) 6 Wind Front (N) HOUSE - Deleted 2 Wind Left (E) 4 Wind Right (W) 8 Wind Right (W) 10 Wind Front (N) 14 Wind Back (S) 16 Door Back (S) ADD - New (Added) 3 Wind Left W. 5 Wind Right (W) 7 Door Left (E) 9 Wind Front (N) 11 Door Front (N) 12 Wind Back (S) 13 Wind Back (S) 15 Door Back (S) 17 Door Back (S) 18 Skyl Front (N) FENESTRATION SURFACES Exterior Area U- Act Shade (sf) factor SHGC Azm Tilt Type Location/Comments '18.0 0.580 0.650 270 90 Standard RGLASS2/VINYL-DUAL PANE 24.0 0.580 0.650 0 90 Standard FGLASSI/VINYL-DUAL PANE 20.0 0.580 0.650 90 90 Standard LGLAS6/VINYL-DUAL PANE 24.0 0.580 0.650 270 90 Standard RGLASS/VINYL-DUAL PANE 4.0 1.280 0.800 270 90 Standard RGLASI/METAL-SINGLE PANE 32.0 0.580 0.650 0 90 Standard FGLAS2/VINYL-DUAL PANE 15.0 1.280 0.800 180 90 Standard BGLS1/METAL-SINGLE PANE 40.0 0.990 0.740 180 90 Standard BGLS3/WOOD-SINGLE PANE 25.0 0.390 0.300 90 90 Standard LGLAS6/VINYL-DUAL PANE -L- 20.0 0.390 0.300 270 90 Standard RGLASS/VINYL-DUAL PANE -L 35.0 0.990 0.740 90 90 Standard LGL1/WOOD-SINGLE PANE 66.0 0.390 0.300 0 90 Standard FGLASS/VINYL-DUAL PANE -L 40.0 0.990 0.740 0 90 Standard FGLAS2/WOOD-SINGLE PANE 70.0 0.390 0.300 180 90 Standard BGLAS4/VINYL-DUAL PANE -L 11.0 0.390 0.300 180 90 Standard BGLASS/VINYL-DUAL PANE -L 35.0 0.990 0.740 180 90 Standard BGLS1/WOOD-SINGLE PANE 40.0 0.990 0.740180 90 Standard BGLS3/WOOD-SINGLE PANE 2.0 1.300 0.730 0 16 None FSKY/METAL-DUAL PANE Area Surface (sf) ADD - New (Added) 12 Window 70.0 13 Window 11.0 17 Door 40.0 OVERHANGS ---Window--- ------------Overhang------------ Left Right Width Height Depth Height Extension Extension ----- ------ ----- ------ --------- --------- 7 5 1.5 .6 n/a n/a 3 3.5 1.5. .6 n/a n/a 6 6.7 1.5 .6 n/a, n/a CERTIFICATE OF COMPLIANCE: RESIDENTIAL COMPUTER METHOD CF -1R Page 4 Project Title.......... HUNTER ADDITION/REMODEL Date 12/28/05 17:02:53 --------------------------------------------------------------------------------- I MICROPAS7 v7.10 File -HUNTER Wth-CTZ15S05 Program -FORM CF. -1R User#-MP0425 User-TRM Mechanical Run-Exist+Add+Alt --------------------------------------------------------------------------- ---- INTER-ZONE VENTILATION ---------------------- Vent Vent Height Area Zone Names (ft) (sf) Location/Comments -----------------=--------- ------ ---------------------- SLAB SURFACES ------------- Area Slab Type (sf) HOUSE - Existing Standard Slab 1438 HOUSE - Altered Standard Slab 1438 THERMAL MASS HVAC SYSTEMS Verified Area Thick Heat Conduct- Surface Maximum Mass Type (sf) (in) Cap ivity UIMC R -value Location/Comments --------------- ------ ADD - New (Added) Type ----- ----- -=-----= ------=---- ---------------------- 1 S1abOnGrade 399 3.5 28.0 0.98 1.80 R-2.0 Covered 2 S1abOnGrade 562 3.5 28.0 0.98 4.60 R-0.0 Exposed HVAC SYSTEMS Verified .Number Verified Verified Verified Verified Maximum System of Minimum Refrig Charge Adequate Fan Watt Cooling Type Systems Efficiency EER or TXV Airflow Draw Capacity ------------ ------- HOUSE - Existing ----------- ----- ------------- -------- -------- -------- Furnace 1 0.780 AFUE n/a n/a n/a n/a n/a ACSplit 1 13.00 SEER No No No No No HOUSE - Altered Furnace 1 0.780 AFUE n/a n/a n/a n/a n/a ACSplit 1 13.00 SEER No NO NO No No ADD - New (Added) Furnace 1 0.780 AFUE n/a n/a n/a n/a n/a ACSplit 1 13.00 SEER No No No No No X CERTIFICATE OF COMPLIANCE: RESIDENTIAL COMPUTER METHOD CF -1R Page 5 Project Title........... HUNTER ADDITION/REMODEL Date..12/28/05 17:02:53 MICROPAS7 v7.10 File -HUNTER Wth-CTZ15S05 Program -FORM CF -1R User#(-MP0425. User-TRM Mechanical Run-Exist+Add+Alt I ------------------------------------------------------------------------------- HVAC SIZING Sizing Location... ........ LA QUINTA Winter Outside Design...... 26 F Winter Verif ied 70 F Total Sensible Design Maximum Inside Design....... Heating Cooling Cooling Cooling System Load Load Capacity Capacity Type ------------- (Btu/hr) ---------- (Btu/hr) ---------- (Btu/hr) ---------- (Btu/hr). HOUSE - Existing ---------- Furnace 21480 n/a n/a n/a ACSplit n/a 25.598 31768 n/a ADD - New (Added) Furnace 33187 n/a n/a n/a ACSplit n/a 28290 35108 n/a ------------- Total ---------- 54666 ---------- 53888 ---------- 66875 ---------- n/a Sizing Location... ........ LA QUINTA Winter Outside Design...... 26 F Winter Inside Design........ 70 F Summer Outside Design..:... 111 F Summer Inside Design....... 75 F Summer Range.......... ..... 34 F DUCT SYSTEMS ------------ Verified Verified Verified System Duct Duct Duct Surface Buried Type Location R -value Leakage Area Ducts* ------------------------------------------------------- HOUSE - Existing Furnace Attic ACSplit Attic HOUSE - Altered Furnace Attic ACSplit Attic ADD - New (Added) Furnace Attic ACSplit _Attic R-2.1 No No No R-2.1 No No No R-2.1 No No No R-2.1 No No No R-8 No No No R-8 No No No SPECIAL FEATURES AND MODELING ASSUMPTIONS ------------------------------------------ Items ---------------------------------------- Items in this section should be documented on the plans, *** *** installed.to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** This building incorporates a High Mass Design. X CERTIFICATE OF COMPLIANCE: RESIDENTIAL COMPUTER METHOD CF -1R Page 6 Project Title.......... HUNTER ADDITION/REMODEL Date..12/28/05 17:02:53 MICROPAS7 v7.10 File -HUNTER Wth-CTZ15S05 Program -FORM CF -1R User##-MP0425 User-TRM Mechanical Run-Exist+Add+Alt I ------------------------------------------------=-=--------------------------- SPECIAL FEATURES AND MODELING ASSUMPTIONS ----------------------------------------- This building incorporates altered features. When a feature is shown as altered, the original feature it replaces is also shown under the existing heading. For opaque and fenestration surfaces, the existing feature is shown before the altered feature with a number one less than the altered feature. For Zones, Mass, HVAC systems and Water Heating, the existing feature is shown just before the altered feature. The addition to this building is served by existing.ducts. REMARKS `..EXIST. HOUSE.BUILT IN 1978 EXIST. EXTERIOR WALLS HAVE R=11 INSULATION NEW EXTERIOR WALLS TO HAVE MIN. R-13 INSULATION EXIST. ROOF HAS AN AVERAGE OF R-19 INSULATION NEW ROOF AREAS TO HAVE MIN. R-30 INSULATION NEW FRENCH DOORS TO BE SINGLE PANE -WOOD FRAME EXIST. WINDOWS ARE DUAL PANE -VINYL FRAME AND SINGLE PANE -METAL FR ALL NEW WINDOWS ARE DUAL PANE -VINYL FRAME -LOW E GLASS NEW WINDOWS.ARE MANUFACTURED BY FLEETWOOD ALUMINUM CO. NEW SKYLIGHT IS DUAL PANE -METAL FRAME EXIST. HOUSE HAS ONE (1) SPLIT SYSTEM AC UNIT EXIST. HOUSE HAS ONE (1) GAS-FIRED FURNACE EXIST. HOUSE HAS ONE (1) GAS-FIRED 50 GALLON HOT WATER HEATER ALL DUCTWORK TO HAVE MIN. R-8.0 INSULATION NEW GAS-FIRED FAU'S TO HAVE MIN. 78$ AFUE NEW SPLIT SYSTEM AC UNITS TO HAVE MIN. 13.0 SEER DEFAULT VALUES ARE USED WHERE MATERIALS COULD NOT BE CONFIRMED IN CERTIFICATE OF COMPLIANCE: RESIDENTIAL COMPUTER METHOD CF -1R Page 7 Project Title.......... HUNTER ADDITION/REMODEL Date..12/28/05 17:02:53 MICROPAS7 v7.10 File -HUNTER Wth-CTZ15S05 Program-FORM.CF-1R User#-MP0425 User-TRM Mechanical Run-Exist+Add+Alt I ---------------------------------------------------------------------------- COMPLIANCE STATEMENT -------------------- This certificate -of -compliance lists the building features and performance specifications needed to comply with Title -24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design 'responsibility. DESIGNER or OWNER I DOCUMENTATION AUTHOR Name.... MR. TODD GOODALL Name.... THOMAS R. MARSHALL Company. GOODALL DESIGN GROUP Company. TRM Mechanical „ Address. 31 CAMINO ARROYO NORTH Address. 648 Lucylle Lane PALM DESERT, CA. 92260 Olivenhain, CA 92024 Phone... (408) 460-3975 Phone... 760-753-4702 License. Signed.. Z�Z�—C� Signed..os- (date) (date) ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.. (date) HVAC SIZING HVAC Page 1 Project Title.......... HUNTER ADDITION/REMODEL Date..12/28/05 17:02:53 Project.Address........ 77511 CALLE ARROBA ******* --------------------- LA QUINTA, CA. 92253 *v7.10* Documentation Author... THOMAS R. MARSHALL ******* Building Permit # TRM Mechanical 648 Lucylle Lane Plan Check / Date Olivenhain, CA 92024 760-753=4702 Field Check/ Date Climate Zone............ 15 --.------------------- Compliance Method...... MICROPAS7 v7.10 for 2005 Standards by Enercomp, Inc. MICROPAS7 v7.10 File -HUNTER Wth-CTZ15S05 Program -HVAC SIZING I User#-MP0425 User-TRM Mechanical Run-Exist+Add+Alt - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - GENERAL INFORMATION Floor Area ................. 2399 sf Volume.. ................. 19911 cf Front Orientation.........: Front Facing 0 deg (N) Sizing Location............ LA QUINTA Latitude ................... 33.8 degrees Winter Outside Design....... 26 F. Winter Inside Design....... 70 F Summer Outside Design...... 111 F Summer Inside Design....... 75 F Sumer Range.:.". 34 F Interior Shading Used...... Yes Exterior Shading Used...... Yes Overhang Shading Used...... Yes Latent Load Fraction....... 0.24 HEATING AND COOLING LOAD SUMMARY Sensible Load .................... 54666 53888 Latent Load ...................... n/a 12987 Minimum Total Load 54666 66875 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outside air, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. Heating Cooling Description --------------------------------- (Btu/hr) (Btu/hr) Opaque Conduction and Solar...... ----------- 22475 ----------- 15143 Glazing Conduction and Solar..... 11015 15983 Infiltration ..................... 10059 5816 Internal Gain .................... n/a 2520 Ducts ............................ 11117 14427 Sensible Load .................... 54666 53888 Latent Load ...................... n/a 12987 Minimum Total Load 54666 66875 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outside air, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. HVAC SIZING HVAC Page 2 Project Title.......... HUNTER ADDITION/REMODEL Date..12/28/05 17:02:53 ------------- ---------------------------------------------------------------- MICROPAS7 v7.10 File -HUNTER Wth-CTZ15S05 Program -HVAC SIZING I User#-MP0425 User-TRM Mechanical Run-Exist+Add+Alt I ------------------------------------------------------------------------------- HEATING AND COOLING LOAD SUMMARY BY ZONE ---------------------------------------- ZONE 'HOUSE' Floor Area ....................... 1438 sf Volume ..................:........ 12223 cf Description Opaque Conduction and Solar...... Glazing Conduction and Solar..... Infiltration ..................... Internal Gain .................... Ducts............................ Sensible Load .................... Latent Load............. ........ Minimum Zone Load ZONE 'ADD/N' Heating (Btu/hr) 9072 1072 6030 n/a 5306 21480 n/a 21480 Floor Area....... ................ 961.sf Volume ........................... 7688 cf Description Opaque Conduction and Solar...... Glazing Conduction and Solar..... Infiltration ..................... Internal Gain .................... Ducts............................ Sensible Load..................... Latent Load ...................... Minimum Zone Load Heating (Btu/hr) 13403 9943 4030 n/a 5811 33187 n/a 33187 Cooling (Btu/hr) 9335 3417 3486 1512 7848 25598 6169 31768 Cooling (Btu/hr) 5808 12566 2330 1008 6578 28290 6818 35108 'JVL 1,V. DATE BUILDING NO. NET WALL AREAS Ist FLOOR WALL AREA (sf) - GLASS AREA (sf) = NET WALL(sf) FRONT i 30 t ¢$ yow . $4. - � .��i t 3 8 �aw � _ x 8¢ LEFT FRONT /G LEFT ,$3Dt- LEFT BACK BACK .3t G RIGHT FRONT RIGHT �,►G - ¢� =,t 'SO RIGHT BACK .1st FLOOR TOTAL NET WALL FRONT ". LEFT FRONT LEFT _ " LEFT BACK _ BACK. _ RIGHT FRONT - RIGHT _ RIGHT BACK 1st FLOOR TOTAL NET WALL = FRONT. LEFT FRONT _ LEFT _ LEFT BACK BACK _ I RIGHT FRONT RIGHT _ .RIGHT BACK _ TOTAL NET WALL = L V 1 L L7 L LY U LV LJ DATE NET WALL .AREAS 1st FLOOR WALL AREA (sf) - GLASS AREA,.( --.8f= NET WALL(sf ) FRONT ;LEFT FRONT- RONT _ /kr ' ..LEFT.- LEFT - r r LEFT BACK - BACK 3fonrw _ _ ,t o9 RIGHT FRONT _ - 'RIGHT' RIGHT BACK _ �rd�t sows _ 1 s,t F'I:OOR , TOTAL; NET WALL E FRONT IseltX. t ¢d eXpwf LEFT FRONT t 3G vwow LEFT- -LEFT BACK -BACK. /0'Ovrw = RIGHT FRONT /5s: RIGHT RIGI T BACK - _ 3L¢ -- - - 1st FLOOR TOTAL NET WALL FRONT .. LEFT FRONT .... _. LEFT _ -LEFT BACK -. - ... BACK = RIGHT FRONT RIGHT RIGHT BACK TOTAL NET WALL = Chapter 2: INPUT REFERENCE Figure 2-20. Example of Appendix IV Lookup Table OPAQUE CHARACTERISTICS ---------------------- #> NUMBER OF CHARACTERISTICS (50 maximum) .......... 5. OPAQUE OPAQUE CAV- SHEATH- U-VAL APP APPENDIX IV -CHARAC- SURFACE FRAME ITY ING OR IV LOOKUP. TERISTIC TYPE TYPE R-VAL R-VAL F-VAL LOOKUP NAME ------1------ ----2----- --3-- --4-- ---5--- --6--- --7--- ------ 8 WALL.R13.R6 Wall Wood 13 6 0.059 No JV.9 D3 2> WALL.R13 Wall n/a n/a n/a n/a Yes W.13.2X4.16 3> WALL.R15 Wall n/a n/a' n/a n/a Yes W.15.2X4.16 4> WALL.R19 Wall n/a n/a n/a n/a Yes W.19.2X6.16 5> WALL.R21 Wall n/a n/a n/a n/a Yes W.21.2X6.16 Table 2-2. Standard U factors of Wood Frame Roofs/Ceilings and Walls! Wall Insulation Framing Reference Appendix IV Insulation Spacing Name U -Factor Table Cell Roof/Ceiling 16" o.c. W.13.2X4.16.R4 0.068 IV.9 C3 R-19 16" o.c. R.19.2X8.16 0.049 TVA A4 R-19 24" o.c. R.19.2X4.24 0.048 IV.1 A14 R-30 16" o.c. R.30.2X10.16 0.032 IV.1 A7 Nem R-30 24" o.c. R.30.2X4.24 0.032 IV.1 A17 R-38 16" o.c. R.38.2X12.16 0.026 Iv.l A8 R-38 24" o.c. R.38.2X4.24 0.025 IV.1 A18 R49 16" o.c. R.49.2X4.16 0.020 IV.1 A9 R49 24" o.c. R.49.2X4.24 0.020 N.1 A19 Wall Insulation fje,v/ R-13 16" o.c. W.13.2X4.16 0.102 Iv.91 A3 R-13 16" o.c. W.13.2X4.16.R4 0.068 IV.9 C3 R-15 16" o.c. W.15.2X4.16 0.095 IV.9 A4 R-15 16" o.c. W.15.2X4.16.R4 0.064 IV.9 C4 R-19 16" o.c. W.19.2X6.16 0.074. IV.9 A5 R-19 16" o.c. W.19.2X6.16.R4 0.055. IV.9 C5 R-19 24" o.c. W.19.2X6.24 0.071 IV.9 A23 R-19 24" o.c. W.19.2X6.24.R4. 0.053 IV.9 C23 R-21 16" o.c. W.21.2X6.16 0.069 IV.9 A6 R-21 16" o.c. W.21.2X6.16.R4 0.051 IV.9 C6 R-21 24" o.c. W.21.2X6.24 0.066 IV.9 A24 R-21 24" o.c. W.21.2X6.24.R4 0.049 IV.9 C24 Solidcore wood DOOR 0.50 IV.28 A4 Slab Edge no insulation EDGE.EXT 0.73 IV.26 Al Slab Edge R7 insulation EDGE..EXT.R7 0.56 IV.26 C7 0 2005 by Enercomp, Inc. 03/30/2005 COMPLIANCE 2 -3 3 2005 Joint Appendices Page IV -21 IV.3 Walls Table IV.9 - U -factors of Wood Framed Walls Rated R -value of Continuous Insulation 2_ Nominal . Cavity Framing R-0 R-2 R-4 R-6 R-7 R-8 R-10 R-14 Spacing .Insulation Size A .13 C D E F G H 16 in. OC None Any 1 0.356 0204 0.144 0.111 0.100 0.091 0.077 0.059 R-.11 batt 2x4�_"� 2 0.110 0.087 0.073 0.063 0.059 0.056 0.050 0.041 R-13 batt 2x4 A ' 3 0.102 0.081 0.068 0.059 0.056 0.052 0.047 0.039 R-15 batt 2x4 4 0.095 0.076 0.064 0.056 0.053 .0. 050 0.045 0.038 R-19 batt 1 2x6 5. 0.074 0.063 0.055 0.049 0.046 0.044 0.040 0.034 R-21 batt 2x6 .6 0.069 0.058 0.051 0.046 0.043 0.041 0.038 0.032 R-19 batt 2x8 7 0.065 0:057 0.050 0.045 0.043 0.041 0.038 0.033 R-22 batt 2x8 8. 0.061 0.053 0.047 0.042 0.040 0.039 0.086 0.031 R-25 batt 2x8 9:. . 0.057 0.050 0.044.. 0.040 0.038 0.037 0.034 0.030 .11-30 batt 1 2x8 .10. 0.056 0.049 0:043 0.039 0.038 0.036 0.033 0.029 R-30 batt 2x10 11 0:047 0.042 0.038 ':. 0.035 0.034 0.032 0.030 0.027 R-38 batt 1 2x10 12 0.046 0.041 0.037 0.034 •0.033 0.031 0.029 0.026 R-38 batt 2x12 ..13. 0.039 0.035 0.032 0.030 0.029 0.028. 0.026 0.023 Foamed 2x4 14: 0.103 0.082 0.069 0.060 0.056 0.053 0.048 0.040 Plastic or 2x6 '1'5 0.071 0.060 0.052 0.047 0.044 0.042 0.039 0.033 Cellulose Insulation3 2x8 16. 0.056 0.049 0.043 0.039 0.038 0.036 0.033 0.029 2x10 17 0.045 0.040 0.036 0.033 0.032 0.031 0.029 0.025 .2x12 18 0.038 0.034 '0.031 0.029.. 0.028 0.027 0.025 0.023 24 in. OC None Any 19 0.362 0.207 0.145 0.112 `' .0.101 0.092 0.077 0.059 R-11 batt 2x4' 20 0.106 0.085 0.072 0.062 0.058 0.055 0.049 0.041 R-13 batt 2x4. 21 0.098 0.079 0.067 0.058, .: 0.055 0.052. 0.046 0.039 R-15 batt 2x4 22 0.091 0.073 '0.062 0.055 0.051 0.049 0.044 0.037 R-19 batt 2x6 23 0.071 0.061 0.053 0.047 0.045 0.043 0.039 0.034 R-21 batt 2x6 24 0.066 0.056 0.049 6.044 0.042 0.040 0.037 0.032 R-19 batt 2x8 .25 0.063 0:055 0.049 0.044 .0.042 0.040 0.037 0.032 R-22 batt 2x8 26 0.056 0.051 0.046 0.041 " 0.040 0.038 0.035 0.030 R-25 batt 2x8 27 0.055 0.048 0.043 0.039 0:037 0.036 0.033 0.029 R-30 batt 1 2x8 28 0.054 0.047 0.042 0.038. 0.037 0.035 0.033 0.028 R-30 batt 2x10 29: 0.045 0.041 0.037 0.034 0.033 0.031 0.029 0.026 R-38 batt 1 2x10 30 0.044 0.039 0.036 0.033 0.032 0.031 0.029 0.025 R-38 batt 2x12, 31 0.037 0.034 0.031 0.029 0.028 0.027 0.025 0.023 Foamed 2x4 32. 0:099 0.080 0.067 0.059 0.055 0.052 0.047 0.039 Plastic or 2x6 33 0.069 0.059 0.051 0.046 0.044 0.038 0.033 Cellulose .0.042 Insulation3 2x8 34 0.054 0.048 0.043 0.039 0.037 0.035 0.033 0.029 2x10 .:35. 0.044 0.039 0.036 0.033 0.031 0.030 0.028 0.025 2x12 36: 0.036 0.033 0.031 0.028 0.027 0.027 0.025 0.022 Notes 1. Higher density fiberglass batt is required in these cases. 2. Continuous insulation may be installed on either the inside or the exterior of the wall, or both. . 3. Foamed plastic and cellulose shall fill the entire cavity. Cellulose shall have a binder to prevent sagging. ACM Joint Appendix IV - U -Factor, C -Factor, and Thermal Mass Data 2005 Joint Appendices Page IV -6 IV.2 Roofs and Ceilings Table.I M -= U -factors of Wood Framed Attic Roofs Rated R -value of Continuous Insulation' . R -value of Truss Attic None R-2 R-4 R-6 R-7 R-8 R-10 R-14 Spacing Insulation .'A B C D E. F G H 16 in. OC None 1 0.300 0.186 0.135 0.106 0.096 0.087 0.074 0.057- R-11 2 0.079 0.067 0.059 0.053 0.050 0.047 0.043 0.037 R-13 3 0.071 0.061 0.054 0.049 0.046 0.044 0.040.... 0.035 R-19 4 0.049 0.045 0.041 0.038 0.036 0.035 0.033 0.029 R-22 5 0.043 0.639 0.036 0.034 0.033 0.032 0.030 6.626 R-25 6 0.038 0.035 0.033 0.031 0.030 0.029 0.027 0.024 R-30 7 0.032 0.030 0.028 0.027 0.026 0.025 0.024 0.022 R-38. :8: 0.026 0.024. 0.023 0.022 0.022 0.021 0.020 0.019 R-49 9 0.020 0.019 0.019 0.018 0.018 0.017 0.017 0.015 R-60 10 0.017 0.016 0.016. 0.015 0.015 0.015 0.014 0.013 24 in. OC None. 11 0.305 0.188 .0.136 0.107 0.097 0.088 0.075 0.058 R-11 12 0.076 0.066 0.058 0.052 0.049 0.047 0.043 0.036 R-13 13 0.068 0.059 0:053 0.048 0.045 0.043 0.040 0.034 R-19 14 0.048. 0.044 .0.040. 0.037. 0.036 0.034 .0.032. 0.028 R-22 15 0.642 0.039.. 0.036 0.033 0.032 0.031 0.029 0.026 R-25 16 0.037 0.035 0.032 0.030 0.030 0.029 0.027 0.024 R-30 171:-..0.032 0.030 0,:028 0.027 0.026 0.025 0.024 0.022 R-38 18 0.025 0.024 0.023 0.022 0.022 0.021 0.020 0.018 R-49 19*. 0.020 0.019 0.019 0.018 0.018 0.017 0.017 0.015 R-60 20 0.016 0.016 '0.,015 0.015 0.015-1.0.015 0.014 0.013 Notes . ntiriuous insulation shall be located at the ceiling, below the bottom chord of the truss arid.be uninterrupted by framing. 2. In climate zones°1. and 16 the insulating R -value bitontinuous insulation materials installed above the roof waterproof membrane shall Pe multiplied times 0.8 before choosing the table column for determining assembly U -factor. Thistable contains thermal performance data (Ufactors) for wood framed attics where the ceiling provides. the.air barrier and the attic is ventilated. Wood trusses are the most common construction for low-rise residential buildings and for Type V nonresidential buildings. While the sketch shows a truss system with a flat ceiling, the data in this table may be. used for scissor trus$es and other non -flat trusses. If the bottom chord is not flat, then the slope should not exceed 3:12 if blown insulation is used. This table may also be used with composite trusses that have a wood top.and bottom chord and metal struts connecting them. For the majority of cases, -values will be selected from column A of this table. Column A shall be used for the common situation where either batt or blown insulation is placed directly over the ceiling (and tapered at the edges). Builders or designers may increase thermal performance by adding a continuous insulation layer at the ceiling. The continuous insulation is typically a rigid polystyrene or polyisocyanurate foam insulation. Continuous insulation does not include the blown or -batt insulation that is over the bottom chord of the truss (this is already accounted for in the U -factors published in Column A). When this table is used manually, the R -value of continuous insulation shall be equal to or greater than the R -value published in the continuous. insulation columns. For instance if the insulation is R-3, the R-2 column shall be used. No interpolation is permitted when data from the table is selected manually. CEC approved ACM Joint Appendix IV - U -Factor, C -Factor, and Thermal Mass Data Chapter 2: INPUT REFERENCE Table 2-4. Default Fenestration Product U -Factors (this table to be used by manufacturer's to establish a U factor rating without performance testing) Single Pane Double Pane Frame Typel Product Type U -factor U-fictoO © 2005 by Enercomp, Inc. 1. Metal includes any field -fabricated product with metal cladding. Non-metal framed manufactured fenestration products with metal cladding must add 0.04 to the listed U - factor. Non -Metal frame types can include metal fasteners,. hardware, and door thresholds. Thermal break product design characteristics are: a. The material used as the thermal break must have a thermal conductivity of not more than 3.6 Btu-inch/hr/ft2/11F, b. The thermal break must produce a gap of not less than 0.210", and c. All metal members of the fenestration product exposed to interior and exterior air must incorporate a thermal break meeting the criteria in (a) and (b) above. In addition, the fenestration product must be clearly labeled by the manufacturer that it qualifies as a thermally broken product in accordance with this standard. Thermal break values shall not apply to field -fabricated fenestration products. . The values for non-metal can be used for unframed windows. Glass block may use the values for double pane windows of the same frame type us with the glass block. For all dual glazed fenestration products, adjust the listed U -factors as follows: a. Subtract 0.05 for spacers of 7/16" or wider. b. Subtract 0.05 for products certified by the manufacturer -as low -E glazing. c. Add 0.05 for products with dividers between panes if spacer is less than 7/1 wide. d. Add 0.05 to any product with true divided lite (dividers through the panes). . 03/30/2005 COMPLIANCE 2 -37 pew Metal Operable 1.28 0.79 Metal Fixed 1.19 0.71 Metal Greenhouse/Garden window 2.26 1.40 Metal Doors 1.25 0.77 Metal Skylight 1.98 / el<3) Metal, Thermal Break Operable 0.66 Metal, Thermal Break Fixed 0.55 Metal, Thermal Break Greenhouse/Garden window 1.12 Metal, Thermal Break Doors 0.59 Metal, Thermal Break Skylight 1.11 Non -Metal Operable 0.99 0.58 Non -Metal Fixed 1.04 0.55 Non -Metal Doors 0.99 0.53 Non -Metal Greenhouse/Garden windows 1.94 1.06 Non -Metal Skylight 1.47 0.84 © 2005 by Enercomp, Inc. 1. Metal includes any field -fabricated product with metal cladding. Non-metal framed manufactured fenestration products with metal cladding must add 0.04 to the listed U - factor. Non -Metal frame types can include metal fasteners,. hardware, and door thresholds. Thermal break product design characteristics are: a. The material used as the thermal break must have a thermal conductivity of not more than 3.6 Btu-inch/hr/ft2/11F, b. The thermal break must produce a gap of not less than 0.210", and c. All metal members of the fenestration product exposed to interior and exterior air must incorporate a thermal break meeting the criteria in (a) and (b) above. In addition, the fenestration product must be clearly labeled by the manufacturer that it qualifies as a thermally broken product in accordance with this standard. Thermal break values shall not apply to field -fabricated fenestration products. . The values for non-metal can be used for unframed windows. Glass block may use the values for double pane windows of the same frame type us with the glass block. For all dual glazed fenestration products, adjust the listed U -factors as follows: a. Subtract 0.05 for spacers of 7/16" or wider. b. Subtract 0.05 for products certified by the manufacturer -as low -E glazing. c. Add 0.05 for products with dividers between panes if spacer is less than 7/1 wide. d. Add 0.05 to any product with true divided lite (dividers through the panes). . 03/30/2005 COMPLIANCE 2 -37 pew l: -Factor 5irr, Ia#ion Summary siritulation Aoporia34 r i \ • ���.a�,....�r••••,a•A. •�.•,••,,,,• SlrnuictfonLabCcEa: SWWW Manufacturer Name: Fleetwood Aluminum, lac. t=ram• Type: Vinyl WReinL - Inteilodc C)nly Simulation Revision Dale: � SerleelModel: R"Ibu 300 Horizontal Slider17euj flash Type: AI (VY) Recertificallon: NO s' OporatorType: Horizontal Slider 3laederd Sizes: Res 60" x 36" Atog Rex, 72" x 48" Product Line ID: FLEA -000 Ln . Baseline:Va m .. °� •• os ''' m n a a q n r► a . u E .-4 E a A . . W Co W h � ( t7 4 04� � l� .C} � � O 0 � C9 C9 i? W N M v! I �A LL It U. u.. � 00 L 8 r j Al 1 0 1 U.118A � E4 vz _ 0.51 . 1 B 2 DGI I Clear Al 0 0.19.7 I AIR 1 0;025 2 8 2 DGI I Clear. I Al I D I 0238 AIR 0,529 0021 L 1 8 1 2 DOI 1,41.aWE 5880: Al I D 0.118 AIR 0.784 0.043 2 arr I 1 8 1 2 DG Lo!E 5860 Al LD 0.107 AIR 1 0.625 043 2 I' 2 B 2 JDG I I LowESI3BOAl 26 O28. 0.043 2 003 L S 2 JDG I I LowE 5800 Al DI 0.118 ARGI 0.784 0.043 2 1 0.35 .0.34 f 1 8 2 OG LowE SBOO Al D 0.197 ARO 0.625. 0.043 2 2 6 2. DG LowE S660 Al O 0238 ARG I D.528 10.043 2 1 1 76041 L J.2 DC WwE 5860 Al D 0.118 KRY .0.764 0.043 2 0.35 0.33 1 B 2 Or, LOWE S860 Al D 0.107 KRY, 0.825 1.. 1 10-04312 2_1 B� 2_ DO LawE SH60 Al D 0236 KFZY 0.520 D.043 2 005 L 81 2 0.764 DOI I LOWE 5315D. . ZF D • 0.11if AIR:�j D. 2 �� 0.34 0.34 1 B 2 DG UME SH60 ZF D 0.19.7 AMR 0.828 0.043 2 2 1 13 2 JDGI LDWE 8860 ZF D 0.236 AIR 0.528 0.043 2 0061 L 1 B 2 E 5880 ZF 1_ ? 0.118 ARO 0.7541 0,043 2 0.31 0.30 1 �8 2 DG I. I LowE 5660 ZF D 1. 0.197 ARG 3 0.625 1 0.043 2 2 B 2 OG LawE S960 ZF O 0.236 ARCS 0.5281 0.043 2 1 1 1 1 1 _ 007I_L B Z IDGI I LOWE S860 ZF Q 1 0.110 KRY 1 0.794 10.0431 2 1 1 1 0.30 O.29 J_1 B 1 2 JOGf I LowE SB80 ZF O 0.197 KRY 0.825 _ 0.043 2 2 11 2 02 J_ LowE S690 zF O 013-6 KRY 0.328 0.043 7 1 0081 L 1 0 1 2 I2G1_ I Lo. E170 Al O 0.118 AIR 0.764 0.036 2 �_ �^_ 0.38 0,37 1 B 2 f 0� LowE 170 At O Qt ®7 AIR 0.825 0.038 2 ( �i (2 8 2 LDGJ f LOWE 170 , Al 0.1 0.236 AIR n.0.5281�_- 0091 L 1 B (2 1-001 1 LorE 170 1 Al D 0.110 ARG 0.7B41 1 0.036 2 �_ M35 033 7 1 B 2 I.D31LovuE 170 Al D 0.197 ARG 0.825 0;036 2 LowE 170 Al Q 0.23a A 0.5281 1 DDC3 036 2 010 L Ls ( 2� Lw E 170 Al O 0.1 8 KRY 0 784 p.038 Z 0.34 0.33 Matrix Page 1 Total options: 56WErS7 Lub '. Initials: m N i 08/16/2005 69:27 FLEETWOOD CLL". 176Q"15 337 r l.'!b5 � .r tiit IVv aaF�ltlttlt4if� t-KIIG�ri Reportig KU10a4 per; 12117/2001 Revision Date Produot Lint ID. FLE-A-M Manufacturer, FleOtwood Aluminum, Inc. a� Re certification: No SerinfMadel: Malibu 300 Horizontal Slider g aq�• Operator Type: Horizontal Slider Residenthd &Lie: W x 36" Frame Type: vinyl w/Reinf. - InW dock 001(A) Non-RoWdential Siz>d+: 72^ z 48" - - - _ Glazing Descrlptlon . Performance Prod it SHWWaotor Cross ID 1f Ref (dnecess) (M Prod: Code) PDOsolption Tint/Color I Frans► (odor) Divider (,n) SHGG � S,C NMRes l VT Res VT �lonRes 001 1 Clear-AlR IULwrl. 0,67 0.55 0.58 0.61 001 2 Cloar-AIR CL , WH 1.50 0.47 DAG 0.47 0.50 002 1 LowE SD%AIR j LE VUti 0.50 0.32 0.51 0.54 002 2 1 LowE S860 -AIR LE WH 1.50 0.25 DM 0.41 0.43 003 1 LOWE S8o01;RG t,E W4 0.30 0.32 0:51 0.54 .003 2 ( LowE S860 -ARG LE V*i 1 1.60 0.25 0.27 0.41 0.43 004 t 1 Lowe 513WARY LE WH 0.30 0.32 0.51 0.54 D04 ' 2 LowE S860-KRY LE WH 1.50 0,25 0" 0.41 0.43 DOS 1 LcwE 5860 -AIR LE WH 0,50 0.32 0.51 0.54 OOS 2 UWE SB80-MR ` LE WH im 0.25. 027 0.41 0.43 006. 1 LLE S1380•ARG LE W1{ 0.30 0.32 0.61 0.64- 006 2 LOWE 5860 -ARG LE WH 1.50 OZ 027 0.41 0.43 007 1 I LmE SMURY LE %," 0.30 D= 0.51 0.54 007 2 LOWE 5860 -MY LE W i , 1.50 0.25 027 -0.41 0.43 006 1 Lowe WH 0.29 0.29 0.51 0.62 008 2 LowE 17D -AIR LE w li 1.50 0.24. 025 0.40. I OA2 1 LowE 170•ARG LE WH 0.29 0.29 0.51 0.52 009 2 1 Lowe 170 -ARG Lr-- MH 1.50 0.24 025 0.40 DA 010 1 ( Lowe 170-m" LE WH 0.2s O.tB 0.51 0S2 010 2 UWE 1704w LE wwFi 1.66 0.24 0.25 0.40 0.42 011 1 LOWE iXAJR LE WH 0,x3 0.29 0.51 0.52 011 2 -GW-170-AIR LE WH 1.50 0.24 0.25 0.40 0.42 012 1 I LOWE 170•ARG LE WH 04" 0.29 0.51 0.62 . 012--- 2 ( LowE 170 -ARG LE WH 1.60 0.24 - -- 0.25 0.40 OA2 013 1 1 Lovrc 170-KRY LE wVFI 029 0.29 0.51 0.52 013 2 I LowE 170-KRY LE wJH 1.30 0.?A O Zg 0.40 0.42 014 1 HM86-AtR SF WH 0.27 028 0.40 0.41 014 2 i HM66,AIR SF WH 1.60 0.23 024 0.32 0.33. 015 i 1 HM6$-AIR SF WH 0.27 0.18 13.40 0.41 015 2 HM68-AIR ; SF wri 1.50 0.23 024 0.32 0.33 016 V 1 HM66-AIR i SF WH 0.27 0.28 0.40 0A1 016 2 HM66-AIR SF WH 1.50 0.23 0.24 0.$2 0.33 017 1 HM66 ARG SF WF{ 0.27 0.28 0.40 0.41 ,017 2 i HM66a4RGSF WH 1.60 0.23 024 0.32 0.33 018 1 HM664ARG_+ SF VyH 0.27 0.28 .0.40 0.41 018 2 HMUb-ARG SF WVi 1.50 0.23 014 On " 0.33 019 1 .° �. HM66MG SF Val 0.27 0.28 0.40 0.41 I HM66-RG SF VYH 1.50 0 23 0.24 6.32 0.33 ail 0.40 0.41 HM66aCRY SF LYH 1.50 0.23 0.24. 0.32 0.33 Matrix Page i Tout Options 62 WESTLab Ini�als: n TITLE 24 REQUIRED ENERGY FEATURES (MICROPAS COMPLIANCE) CEILING INSULATION R-30 FLOOR INSULATION NA WALL INSULATION -{FRAMED' -R 13 GLAZING --WINDOWS BASED ON FLEETWOOD ALUMINUM ALL DUAL -LOW E FRENCH DOORS ALL SINGLE SHADING COEFFICIENTS -SEE ENCLOSED MFGR'S DATA INFILTRATION MEDIUM GAS-FIRED FURNACE (AFUE) 78% REFRIGERATED COOLING (SEER) 13.0 THERMAL MASS MASS #1 COVERED 1409 SF MASS #2 EXPOSED 990 SF FORM NO. 611-485 REV. 3 Supersedes Form No. G11A85 Rev. 2 - 1'uq%�.rrPd RGM SERIES Models with Input Rates from 50,000 to 150,000 BTU/1­111 [154o 44 kW] - (U.S. & Canadian Models): KAY y tcN cAm�aa ere arc «,c _ �A� �. •_ Af731�Rg6 lilt � Otu_�' SO-9002 C.LASSIC SERIESD SUPER( UIET.80 80.0% A.•F.U.E t UPFLO111// HOR],Z7 GAS FURNACES The Rheem Classic Sedee Surer Quiet 80 fine of upflowAiod- •zontat gas furnacesare designed for utility rooms, closets, alcoves, or attics. Because of the Super Quiet 80's km -profile 34 inch [864 mm) height, the upflow model can also be used: to satisfy most applications that traditionally callior.a horn zontal furnace. The design is certified by CSA International. Features Innovative combustion design results in. reliable; efficient operation at sound levels which provide distinct competitive* advantage. r Patented Heat Exchanger, constnx;ted of both stainless and aluminized steel for the maximum in corrosion resistance. ■ Low profile '34 inch' design is lighter and easier to handle, and leaves room for optional equipment r Convertible from upflow to horizontal left or right without field conversion. it Left or right side gas and electric inlet connections with quick, simple change. a Robust and reliable direct spark Ignition utilizing remote sense and an integrated board with. humidifier and electronic air cleaner hookups. a Insulated blower compartment helps to reduce jacket loss and noise/ rr Pre -paint galvanized steel cabinet. w Molded permanent fitter. a Grab -holes in doors to aid in easy door removal and replacement. A variety of cooling coils and plenums designed to use with member Rheem Classic Series` Super Quiet 80 gas furnaces are avail- able as optional accessories. These furnaces can be installed in an upflow position or laid on gama either side in a horizontal position. Field conversion not required. t/IFU.E (Am" Fuel ud zation Efridenry) caradated in accordance with DeparbneM of Energy test procedures. • A BEFORE PURCHASING THIS APPLIANCE, READ IMPORTANT ENERGY COST AND EFFICIENCY INFORMATION AVAILABLE FROM YOUR RETAILER. PHYSICAL DATA AND SPECIFICATIONS U.S. AND CANADA MODEL$ {UPFLOVjfl. 'OR',IZONTAQ MODEL NUMBERS 05EAUER 7EAMER 87EWdli • 10EAMER R 12EARJR iSEARJR 14GRN= SERIES 05NAUER OTHAMER 97HAMGR 10NAMER A111ER ONB 12NAPJR 15NARJR Input-STU/1ir IkW) 0 50,0001151 75,000122) 75,000 1221 100,0001291 100000 [29), 125,000 [37] 150,0001441 Heating Capacity BTUft (kM m 41;0001121 60,000 [181 60,0001181 80,000 [23.41 8.1 Q00J23.7] 99,000 [291 119;000 (351 High Altitude Input [kW]' 45,000 (13) 67,500 [201 67,5001201 90,000 [26) 90,000126) 112,500 [331 135,000139.61 High Altitude Output .Capac8y W`. 36,500111] . 53,5001161 54,0001161 72,0001211 .72,500 [21) 89,000 126.1) 107,500 [31.51 Heat Ext Static Pressure (kPa) .10 [.0251 .12 [.0291 .12 (.029] .15 [.0371 .15 [.0371 :201.051 201.051 Blower (D x W) [mm] 11 x 6 11 x7 11 x 7 11 x 7 11 x 10 11 is 10 11 X10 [279 x 1521 1219 x 1781 1279 x 1781 1279 x 178) 1279 x 2541 1279 x 254) [279 x 254) Motor H.P.-Speeds- 1h4 -PSC 1h -4-M 3/4 -4 -PSC 1h -4 -PSC 3/4 -4 -PSC 314 -4 -PSC 3/4 -4 -PSC PSC Type [M 13731 (373] 15591 [3731. (559) 15591 [5591 Motor Full load Amps 6.8 7.1 9.5 7.1 9.5 9.5 9.5 Heating Speed MED -LOW MED -HIGH MED -LOW MED -NIGH MED -LOW MED -LOW MED -LOW Cooling Speed HIGH HIGH MED -HIGH HUGH MED -HIGH MED -HIGH MED -HIGH Cooling CRM @.5' [kPa] E.S.P. 1200 1200 1600 1200 2000 2000 2000 (Nominal) (US] (5661 (5661 [7551 15661 (9441 [9441 [944] Rated E.S.P. (In. W.C.) [kPa) 0.51.12) 0.5 1.12) 0.51.12) 0.5 1.12) .0.51.12) 0.51.121 0.51.12) Temperature Rise Range 'F 25-55 35-65 2555 45-75 40-70 35-65 50-80 ("CJ 113.930.6] 119.4-36.11 113.9-30.6] 125.0-41.7) [222-38.9j (19:436.11 (278-44.41 Max. Outlet Air Temp. •F 155 1.65 155 190 170 180 190 m 168.31 [73.8] 168.31 (87.71 (16.6). (822] (87.71 Standard Fuer-1n. 153/4 x 25 153/4 x 25 153/4 x'25 153/4 x 25 191/4 x 25 223/4 x 25 2214 x 25 [mm] [400 x6351 [400 x 635] 1400 x 635] 1400 x 635) 1489 x 635) 1576 x 635) 1578 x 6351 Approx Shipping Weight (Lbs.) 85 105 105 115 120 '140 150 11aal. 139) 1481 (481 1521 (541 163) 1681 Return Air Cabinets 048 C178 C17B 0176 C218 0246 C248 (Opt) RXGR- (2) 12 x 16 (2)12 x 16 (2)12 x 16 (2)12 x 16 (2) 20 x 16 (2) 24 x 16 (2) 24 x 16 Wier Sae !mm) 1305 x 4061 [305 x 4061 1305 x 4061 [305 x 406J [508 x 406) [610 x 4061 1610 x 4061 die Ignition Models M 80.0% 80.0% 80.0% 60.0% 80.0% 80.0% 80.0% Cac ric I Seasonal El odelsj+- Electric IgndiorUNOx Models ... 74 9/15.4 74.9(15.4 74.7/15.3 75.4175.4 73.9(14.5 742174.2 74.7/74.7 ; NOTES: All models are 115V, Wti41®. Gas m m lion size for a8 models is 1h' [127 mmJ NST. CD In accordance with D.O.E. test procedures. m See Conversion IGt Index form for high attitude derate in U.S. applications. For Canadian applications, reference the furnace installation instructions: • Data references Canadian applications only. MODEL IDENTIFICATION-UPFLOW MODELS R. G P. N - 07E A M' T E" R Rheem Gas UDtlow/ Design Healing Input Designation Variations Blower Heating & Cooling Fuel Type " Furnace Horizontal Series Electric NOx Input A = Std. Designation 'Designation R = Natural Gas, Ignition Model BTUA4R - Cabinet • U =11 x 6 S= 500.1200 CFM U.S. apd OSE OSN 50,000115 kW] 6 =Wide Cabinet [279 x 152 mm) M =11 x 7 1236-566 Usj E =1100-1330 CFM Canadian Standard ` 07E 07H 75,000122 kW) 1279 x 178 mm] [519-628 Us) FurnaCe 10E 10N 100,000129 kW) R =11 x 10 C =1450.1750 CFM 12E 12N 125,000137 kW1 " [279 x 254 mm) (664-826 Us) 15E 15N 150,000 (44 kW] J =1800-2075 CFM 1850-979 Us] [ ] Designates Metric Conversions Rheem Manufacturing Company 3 UPFLOW DIMENSIONS VA 132 mml TOP BOTTOM I S.A. 253/s 241/i 1645 mml [622 mml FLUE PIPE OPTIONAL CONNECTION AIR INTAKE PIPE CONNECTION C 18/31' 115 mmj M 261360 1681 mm] A ,0132• 115 mmJ O 11 �— 9/+6" 114 mml 28+126' _ 1713 mm) 3!4' D20" 119 mm] I r r- [508 mml 247128' 1621 mmJ I ' I �- tile' DIN. 135 mm] [� U. 26�fe' 1676 mm) 1864 mm] r---------------� 11 i [618 mm) 7!s' DIA. 122 mmJ 143/a• 15 • (365 i DIA. 122 mm] 1 1381 mml 11112' 1292 MITI,' FRONT 23• 1584 mm) RIGHT SIDE UPFLOW DIMENSIONS AND CLEARANCE TO COMBUSTIBLE MATERIAL.(INCHES) [mm]. GAS CONNECTION _'l-' 265/e' 1676 mml ELECTRICAL CONNECTION � 24 113z' (NIGH VOLTAGE) 1 � (68 mm] LOW VOLTAGE + 14�la' [365 mm] mm � OPTIONAL RETURN AIR CUTOUT � 11112' + (EITHER SIDE) FOR USE WITH 1 � EXTERNAL SIDE FILTER FRAME + [292 mml LEFT SIDE . 1gt-'a. [15 mml _MODEL RGPN- A B D. E F LEFT- SIDE RIGHT SIDE REDUCED CLEARANCES (IN.) [mm] BACK TOP FRONT VENT SHIP. WGTS. (LBS.) (k91 05 14 [356] 1227/3213261 .105/6 [2 TO—] O 11 th [292] 17/a[481 0 4 [10210 0 11251 3 [76] 6 [1521® 85138-61 O7 171/2 [445] 1611/32 [4151 123/443141 O 15 [381] 21/2 (641 0 3 (76] e 0 1 [251 6115210 A ,0132• 115 mmJ O 11 �— 9/+6" 114 mml 28+126' _ 1713 mm) 3!4' D20" 119 mm] I r r- [508 mml 247128' 1621 mmJ I ' I �- tile' DIN. 135 mm] [� U. 26�fe' 1676 mm) 1864 mm] r---------------� 11 i [618 mm) 7!s' DIA. 122 mmJ 143/a• 15 • (365 i DIA. 122 mm] 1 1381 mml 11112' 1292 MITI,' FRONT 23• 1584 mm) RIGHT SIDE UPFLOW DIMENSIONS AND CLEARANCE TO COMBUSTIBLE MATERIAL.(INCHES) [mm]. GAS CONNECTION _'l-' 265/e' 1676 mml ELECTRICAL CONNECTION � 24 113z' (NIGH VOLTAGE) 1 � (68 mm] LOW VOLTAGE + 14�la' [365 mm] mm � OPTIONAL RETURN AIR CUTOUT � 11112' + (EITHER SIDE) FOR USE WITH 1 � EXTERNAL SIDE FILTER FRAME + [292 mml LEFT SIDE . 1gt-'a. [15 mml _MODEL RGPN- A B D. E F LEFT- SIDE RIGHT SIDE REDUCED CLEARANCES (IN.) [mm] BACK TOP FRONT VENT SHIP. WGTS. (LBS.) (k91 05 14 [356] 1227/3213261 .105/6 [2 TO—] O 11 th [292] 17/a[481 0 4 [10210 0 11251 3 [76] 6 [1521® 85138-61 O7 171/2 [445] 1611/32 [4151 123/443141 O 15 [381] 21/2 (641 0 3 (76] e 0 1 [251 3 [761 6115210 105 [47.61 10 (A) 171/2(445) 1 1611/3214151 1 123A 13141 1 0 15 [381] 1 2112164) 0 3 116) ® 0 1 [25] 3 1761" 6 [152) OO 115 [52.2] 21 15331 1927/32 [504] 1 141/e [359] I O 181/2 [470] 1 21/21641 0 0 0 1 [251 31761 .611 52) 0 120154.41 —10(8) 12 241/216221 2311/32 [593] 157/e [4031 m 22 [559] 21/21641 0 0 0 1 [25] 3 [761 6 [1521 m 140 [63.5] 15 241/2(6221 2311/3215931 1 157/a (4031 O 22 15591 2112 [641 1 0 0 0 1 (251 3 [76] 611521® 150 (681 NOTES: O May require a 3' 176 mm] to 4' [102 mm] or 3' 176 mm] to 5' 1127 mm] adapter. 0 May be 0' 10 mm] with type B vent. ® May be 1' 125 mm] with type B vent. Furnaces must be vented In accordance with the National Fuel Gas Code, ANSI 2223.1 and/or CaNCGA•6149 Installation Codes and in accordance with local codes. [ ] Designates Metric Conversions 4 Rheem Manufacturing Company c BLOWER PERFORMANCE DATA-UPFLOW/ HORIZONTAL MODELS MODEL NUMBER BLOWER SIZE MOTOR BLOWER CFM [L/s1 AIR DELIVERY EXTERNAL STATIC PRESSURE INCHES [kPa] WATER COLUMN RGPN- [mm] [WI [W] SPEED .1 [.02) .2 [.051 .31.071 .4 [.101 .5 [.121 .6.(.15) .7 [-171 SERIES LOW 675 1319] 655 13091 .635 13001 610 12881 585 [276] 555 [262) 520 [245] D5EAUER 11 x 6 1/2 MED -LO 950 14481 930 [4391. 905 14271 880 14151 860 14061 830 13921 800 13761 . 05NAUER 1279 x1521 13731 MEO-Hl 1115 [526] 1090 [514] 1070 [505) 1040 14911 1015 [479] 985 14651 945 [4461 HIGH 1270 [599] 1250 [590]. 1225 [578] 1200 15661 1165 [550] 1130 15331 1085 [512] LOW 921 [4351 897 [423] 872 14111 845 13991 818 [386] 795 [3751 746 [3521 07 R 11 x 7 1/2 MED -L0. 1093 15631 1066 [503] 1039 [490] 1008 14761 977 [4611 941 (444] 905 1427] 7NAME [279 x 178) [373) MED -HI 1241 [5861 1212 [5721 1183 1558] 1150. [5431 1118 [5281 1076 [5081 1033 [487] v- HIGH 1393 [6571 1359 [6421 1326 [6261 1293 [6101 1259 [594] 1214 [5731 1169 (552] LOW 1245 [5881 1220 [576] 1195 (564] 1165 15501 1135 [536] 1105 (522] 1065 [503] 07 GR 11 x 7 3/4 MED -LO 1555 [7341 1515 1715] 1475 .16961 1435 [6771 1395 16581 1350. 16371 1300 16141 7 (279 x 1781 [559] MED -HI 1810 [854) 1755 (828] 1705 [805] 1645 [776] 1585 [748] 1530 (7221 1470 16941 V. HIGH 2050 19671 1985 1937) 1915 [9041 1845 [871) 1785 18421 1715 (809) 1655 [781) `LOW 925 14371 890 1420]' 865 [408)' 835 [394)' 810 13821' 775 13661' 745 [352]' 10EAMER 11 x 7 1/2 MED -1.0 1050 [4961 1040 14911 1030 [486] 990 14671 960 (453] 920 [4341 890'(4201 10NAMR 1279;k 1781 13731 MEU-HI 1220 [5761 1195 [5641 1160 [5471 1140 [5381 1105 15221 1065 [503] 1020 14811 HIGH 1410 [665] 1380 (6511 1345 (635] 1300 [6141 1255 [592] 1205 [569]. 1150 15431 LOW 1295 16111 1275 [602] 1250 [590] 1225 [578] 1195 15641 1165 15501 1135 [536] IDEBUF 11 x10 3/4 MEO-LO 1645 [7761 1615 17621 1580. [7461 1550 (7321 1510 [7131 1465 [691.) .1425 [6731 tOWNMMR 1279 x 2541 [5591 MED -HI 2045 [9651 2000 [944] 1955 19231 1905 (8991 1845 (8711 1785 [842] 1720 [812} HIGH 2320[10951 2260 [1067] 2200[1038 1 2130[1005] 2060 [9721 1985 19371 1910 19011 LOW 1280 [604] 1275 1602) 1265 [5971 1245 [588] 1215 15731 1185 [559) 110 [540] 12EARJR 11 x 10 3/4 MED -LO 1645 [7761 1635 [7721 1615+ [762) 1590 17501 1560 [7361 1520 [7171 1470 16941 12NARJR 1279 x 2541 [559] MED -HI 2050 [967] 2015 [951] 1960 [925) 1935 19131 1885 [890] 1835 [866], 1775 [8381 HIGH 2365111161 2310 [1 D901 2250110621 2185[1031] 2115 [998] 1 2035 19601 1950 19201' LOW 1270 [599) 1250 [5901 1220 [5761 1195 15641 1165 {550] 1135 [536] 1105 15221 15EARJR 11 x 10 3/4 MED -LO 1620 [765) 1595 17531 1570 [7411 1545 [7291 1515 17151 1480 16981 1440 16801 15NARJR 1279 x 2541 15591 MED -HI 2010 19491 1985 [937] 19W [925] 1915 [904) 1850 [8731 1800 [850) 1730 18161 HIGH 1 2340 [11041 2275 [1074) 2215 [1045] 2145110121 2080 [9821 2010 [949] 1940 [9161 NOTES: *Not to be used as a heating speed. Data compiled with tacto y filters Installed. Recommended blower speeds are in bold. See Form Number C11-206 for MuftFIW coil data [ ) Designates Metric Conversions GENERAL TERMS. OF LIMITED WARRANTY Rheem will furnish a replacement for any part of this product Gas Heat Exchanger Limited Warranty....... Twenty (20) Years which fails in normal use and service within the applicable 'Any Other Part ..............................................Five (5) Years period stated, in accordance with the terms of the limited leis fare yen kmited warranty is appQcame «ay to single-phase products warranty installed in residential applications on or after January 1, 2001. For Complete Details of the Limited Warranty, Inducting Applicable Terms NW Conditions, See Your Local Installer or Contact the Manufacturer for a C". Rheem Manufacturing company 7 FORM NO. All -183 ?0124k, 7 10 -X. f !�y'r-red RAND- SERIES 13 SEER Models With efficiencies up to 14.45 SEER in certain: matched systems. Nominal Sizes 11/2 to 5 Tons [5.28 kW] to [17.6 kW] .W EWya. u � 'll III C-ir—Number. 30164 Classic Seven Models Cooling Capacities 16,800 to 56,000 BTU/HR [4.92 kW] to [16.41 kW] The Rheem Classic Series® High Efficiency RAND- Con- densing Unit was designed with performance in mind. These units offer comfort, energy conservation and dependability for single, mufti -family and light commercial applications. The Rheem Classic Series® RAND- Condensing Units are the result of an ongoing development program for improved efficiencies. With SEER's ranging to 14.45, these units continue a tradition of high efficiency. ■ Attractive, louvered wrap-around jacket protects the coil from yard hazards and weather extremes. Top grille is steel reinforced for extra strength. Cabinet is powder painted for all-weather protection. ■ Air is discharged upward away from bushes and shrubs. The discharge pattern of the top grille provides minimum air restriction, resulting in quiet fan operation. Exclusive Combination Grille/Motor Mount secures the motor to the underside of the discharge grille. The grille protects the motor windings and bearings from rain and snow. ■ All controls are accessible by removing one service panel. Removable.top grille provides access to the con- denser fan motor and condenser coil. ■ Single speed motor designed for low. speed, quiet, energy-saving operation: ■ All models meet or exceed a 1000 -hour salt spray test per ASTM 8117 Standard Practice for Operating Salt Spray Testing"Apparatus. arar air.; _. SEER C 1 I Ewa 0 Y a L US rao �u>oreseec.��� no 'CERTIFIED UNDER THE LISTED A.R.I. CERTIFICATION PROGRAM—A.R.I. STANDARD 210" I •� Performance Data @ ARI Standard Conditions -Cooling (Con't) Outdoor Unit RAND -_Air Model Numbers Indoor Coil and/or Handler . Total Capacity BTU/H RWI 80'F 126.5'C) 08/67'F 119.5'Cl WB Indoor Air 95'F 135'C) DB Outdoor Air Net Net Sensible Latent EER BTU/H (kW1 . BTU/H.[kW] SEER Indoor CFM [Us] RCHJ-36A2+-GFD-09?ZCM? 34,800 [10.21 24,750 17:31 10,050 [2.9] 12.12 14.05 1,150 [5431 RCHJ-36A2+-GFD-10?ZCM? 35,000 [10.3] 24,600 [7.2] 10,400 [3.0) 12.05 13.95 1,175 [555] RCHJ-36A2+-GPL-05?BMK 34,600 [10.1] 24,200 [7.11 10,400 [3.0] 11.45 13.20 1,2001566) RCHJ-36A2+-GPL-07?BRK 34,800 [10.2] 24,500 (7.2] 10,300 [3.0] 11.88 13.75 1,200 [566] RCHJ-36A2+-GPL-07?BRQ 35,200 [10.3] 24,800 [7.3] 10,400 [3.0) 12.37 14.35 1,200 [5661 RCHJ-36A2+-GGD-07?MCK 34,200 [10.0] 24,700 17.2] 9,500 [2.81 11.86 13.75 1,025 [484] RCHJ-36A2+-GGD-09?ZCM 35,000 [10.3] 24,700 17.2) 10,300 [3.0] 12.16 14.10 1,175 [5551 RCHJ-36A2+-GGD-10?ZCM 35,000 [10.3] 24,700 [7.21 10,300 [3.0] 12.17 14.10 • 1,175 [555] RCQC-3617 35,600 [10.4] 25,900 17.61 9,700 [2.8] 11.54 13.35 1,200 [5661 036 RCQC-3617+-GFD-06?MCK? 35,600 [10.4] 25,850 [7.61 9,750 [2.9] 11.47 13.05 1,175 [5551 RCQC-3617+-GFD-07?MCK? 35,400 [10.41 25,750 [7.5] 9,650 [2.81 11.37 12.95 1,200 [566] RCQC-3617+=GPL-05?BMK 35,600 [10.4] 25,850 [7.6) 9,750 [2.91 11.49 13.10 1,200 [566] RCQC-3621 35,600 [10.4] 25,900 [7.61 9,700 [2.8) 11.54 13.35 1,200 [5661 RCQC-3621+-GFD-06?MCK? 35,600 [10.4] 25,950 [7.61 9,650 [2.8) 11.61 13.25 1,175 [555] RCQC-3621+-GFD-07?MCK? 35,600 [10.4] 25,900 [7.6] 9,700 [2.81 11.55 13.15 1,200 [566] RCQC-3621+GFD-09?ZCM? 35,800 [10.5] 26,500 [7.81 9,300 [2.71 12.34 14.15 1,150 [5431 RCQC-3621+GFD-10?ZCM? 36,000 [10.6] 26,400 [7.71 9,600 [2.8] 12.26 14.05 1,175 [555] RCQC-3621+GPL-05?BMK 35,600 (10.4] 25,950 (7.6] 9,650 [2.81 11.66 13.30 1,200 [5661 RCQC-3621+GPL-07?BRK 36,000 [10.6] 26,250 [7.7] 9,750 [2.9] 12.09 13.85 1,200 [566] , RCQC4621+GPL-07?BRQ 36,200 [10.6] 26,600 [7.81 9,600 [2.81 12.59 14.45 1,200 [566] RCTH-A036 34,800 [10.2] 2 6,300 [7.7] 8,500 [2.51 11.33 13.15 1,200 [566] RCTA-A036 34,000 110.0] 24,250 [7.1] 9,750 [2.9] 11.10 12.85 1,200 [566] RCFA-HM4821A"O 42,500 [12.5] 30,950 19.11 11,550 13.41. 11.71 13.00 1,400 [6611 RCBA-48"+-BHC-21+RXCT-BCE 40,000 [11.7] 27,600 [8.1] 12,400 [3.61 11.06 12.60 1,400 [661] RCBA-48"+-BHC-22+RXCT-BCE 40,000 [11.7] 27,600 18.11 12,400 [3.61. 11.06 12.60 1,400 [661 ] RCGA-48A1 40,000 [11.7] 27,650 [8.1) 12,350 (3.61 11.03 12.80 1,400 (661] RCGA-48A1+-BHC-21 40,000 [11.7] 27,600 [8.1] 12,400 [3.6] 11.06. 12.60 1,400 [661) RCGA-48A1+-BHC-22 40,000 [11.7] 27,600 18.11 12,400 [3.6] 11.06 12.60 1,400 [661) RCGA-48A1+-GFD-09?ZCM? 40,000 [11.7] 28,200 [8.3] 11,800 [3.5] 11.64 13.35 1,325 [6251 RCGA-48A1+-GFD-10?ZCM? 40,000 [11.7] 28,050 [8.21 11,950 (3.5] 11.48 13.15 1,325 [625] RCGA-48A1+-GPL-07?BRQ 40,500 [11.9] 28,350 [8.31 12,150 (3.61 11.97 13.75 1,400 [6611 RCGA-48A1+-GPL-10?BRM 40,500 [11.91 28,200 (8.3] . 12,300 [3.6] 11.76 13.50 1,425 [6731 RCGA-48A1+-GGD-09?ZCM 40,500 [11.9] 28,000 [8.2] 12,500 [3.7] 11.56 13.25 1,425 [673] RCGA-48A1+-GGD-10?ZCM 40,500 [11.9] 28,050 [8.2] 12,450 [3.6] 11.58 13.25 1,425 [673] RCHA-48A1 . 40,000 [1111 27,650 [8.11 12,350 13.61 11.03 12.80 1,400 [661 ] RCHA-48A1+-BHC-21 40,000 [11.7) 27,600 18.1) 12,400 [3.6) 11.06 12.60 1,400 [661] 042 RCHA-48A1+-BHC-22 40,000 111.71 27,600 [8.1] 12,400 [3.6] 11.06 12.60 1,400 [661] RCHA-48A1+-GFD-09?ZCM? 40,000 [11.71 28,200 [8.3] 11,800 (3.5] 11.64 13.35 1,325 [6251 RCHA-48A1+-GFD-10?ZCM? 40,000 111.71 28,050 18.21 11,950 [3.5] 11.48 13.15 1,325 [625] RCHA-48A1+-GPL-07?BRQ 40,500 [11.9) 28,350 (8.3] 12,150 [3.6] 11.97 13.75 1,400 [661] RCHA-48A1+-GPL-10?BRM 40,500 [11.9] 28,200 18.31 12,300 [3.61 11.76 13.50 1,425 [673] RCHA-48Ai+-GGD-09?ZCM 40;500 [11.9) 28,000 [8.2] 12,500 ]3.7] 11.56 13.25 1,425 [673] RCHA-48A1+-GGD-10?ZCM 40,500 111.91 28,050 [8,21 12,450 [3.6] 11.58 13.25 1,425 [6731 RCBA-60"+RXCT-BCJ 40,500 [11.9] 28,400 18.31 12,100 13.51 11.20 12.80 1,400 [6611 RCBA=60*'+-BHK-24+RXCT-BCJ 41,500 [12.21 29,350 [8.6) 12,150 13.61 12.36 14.10 1,400 [661] RCGJ-48A1 40,500 [11.9] 28,400 [8.3) 12,100 [3.5] 11.20 12.80 1,400 [661 J RCGJ-48A1+-BHK-24 41,500 [12.21 29,350 [8.6] 12,150 [3.6) 12.36 14.10 1,400 [661] RCGJ-4BA1+-GFD-09?ZCM? 40,500 [11.9] 28,950 18.51 11,550 [3.4] 11.73 13.35 1,325 [625] RCGJ-48A1+-GFO-10?ZCM? 40,500 [11.91 28,800 [8.41 11,700 [3.41 11.57 13.15 1,325 [625] RCGJ-48A1 +-GFD-1 2?ZCM? 41,000 [12.01 28,750 [8.41 1 12,250 [3.6] 11.72 13.30 1,475 [696] (D Highest sales volume tested combination required by D.O.E. test procedures. 6 Rheem Manufacturing Company [ ] Designates Metric Conversions 0 Performance Data @ ARI Standard Conditions -Cooling (Con't) O Highest sales volume tested combination required by D.O.E. test procedures. [ ] Designates Metric Conversions 8 Rheem Manufacturing Company • Model Numbers 80°F [26.5°Cl DB/67°F [19.5°Cl WB Indoor Air 95*F [35 C] DB Outdoor Air Indoor Outdoor Unit RAND- Indoor Coil and/or Air Handler Total Capacity BTU/H [kWl Net Sensible BTU/H [kW] Net Latent BTU/H [kW) EER SEER CFM [L/s1 RCBA-60"+-BHK-24+RXCT-BCK 47,000 113.81 33,150 [9.71 13,850 14.11 12.10 13.75 1,600 755 RCGJ-60A1 46,000 [13.51 32,400 (9.51 13,600 [4.01 11.27 12.85 1,600 755 RCGJ-60A1+-BHK-24 47,000 113.81 33,150 [9.71 13,850 14.11 12.10 13.75 1,600 755 RCGJ-60A1+-GFD-09?ZCM? 46,000 113.51 32,550 [9.51 13,450 [3.91 11.40 12.85 1,600 755 RCGJ-60A1+-GFD-10?ZCM? 46,000 [13.51 32,250 19.51 13,750 [4.01 11.11 12.50 1,625 7671 RCGJ-60A1 +-GFD-1 2?ZCM? 46,000 113.51 32,950 [9.71 13,050 [3.81 11.65 13.20 1,475 696 RCGJ-60A1+-GPL-07?BRQ 46,500 [13.61 32,900 [9.61 13,600 14.01 11.79 13.35 1,625 767 RCGJ-60A1+-GPL-10?BRM 46,500 [13.61 32,700 (9.61 13,800 [4.01 11.56 13.05 1,625 767 RCGJ-60A1+-GPL-1VARM 46,500 113.61 32,900 [9.61 13,600 4.0 11.81 13.40 1,575 743 RCGJ-60A1+-GGD-10?ZCM 46,000 [13.51 32,400 [9.51 13,600 [4.01 11.27 12.70 1,625 1767 RCGJ-60A1 +-GGD-1 2?RCM 46,000 [13.51 33,150 [9.71 12,850 [3.81 11.85 13.45 1,450 684 RCHJ-48A2 46,000 113.51 32,400 [9.51 13,600 [4.01 11.27 12.85 1,600 755 RCHJ-48A2+-BHK-24 47,000 [13.81 33,150 [9.71 13,850 [4.11 12.10 13.75 1,600 755 RCHJ-48A2+-GFD-09?ZCM? 46,000 [13.51 32,550 [9.51 13,450 [3.91 11.40 12.85 1,600 755 RCHJ-48A2+-GFD-10?ZCM? 46,000 [13.51 32,250 [9.51 13,750 (4.01 11.11 12.50 1,625 767 RCHJ-48A2+-GFD-12?ZCM? 46,000 [13.51 32,950 [9.71 13,050 13.81 11.65 13.20 1,475 696 048 RCHJ-48A2+-GPL-07?BRQ 46,500 [13.61 32,900 (9.61 13,600 [4.01 11.79 1 13.35 1,625 767 RCHJ-48A2+-GPL-10?BRM 46,500 13.6 32,700 9.6 13,800 [4.01 11.56 13.05 1,625 767 RCHJ-48A2+-GPL-12?ARM 46,500 (13.61 32,900 (9.61 13,600 (4.01 11.81 13.40 1,575 743 RCHJ-48A2+-GGD-10?ZCM 46,000 [13.5] 32,400 19.51 11.27 12.70 1,625 767] RCHJ-48A2+-GGD-12?RCM 46,000 [13.5] 33,150 [9.71 12,850 (3.81 11.85 13.45 1,450 [684] RCQC-4821 48,000 114.11 35,150 110.31 12,850 [3.81 11.62 13.25 1,600 755 RCOC-4821+-GFD-09?ZCM? 48,000 14.11 35,050 [10.31 12,950 [3.81 11.54 12.90 1,600 [755] RCQC-4821+-GFD-10?ZCM? 47,500 (13.91 34,750 10.2 12,750 f 3.7] 11.23 12.55 1,625 7671 RCQC-4821+-GPL-07?BRQ 48,500 114.2 35,450 [10.41 11.96 13.40 1,625 [767] RCQC-4821+-GPL-10?BRM 48,000 [14.1] 35,200 [10.3] 11.70 13.10 1,625 [767] M13,05O[3.81 RCQC-4824 48,000 [14.1] 35,150 [10.3] 11.62 13.25 1,600[755] RCQC-4824+-GFD-09?ZCM? 48,000 14.1 35,150 10.311.65 13.05 1,600 755RCOC-4824+-GFD-10?ZCM? 47,500 13.9 34,850 10.211.34 12.65 1,625 767 RCOC-4824+-GFD-12?ZCM? 47,500 [13.91 35,600 110.41 11,900 [3.51 11.97 13.45 1,475 696 RCQC-4824+-GPL-07?BRQ 48,500 114.21 35,550 [10.41 12,950 13.81 12.06 13.55 1,625 767 RCQC-4824+-GPL-10?BRM 48,000 [14.11 35,300 110.31 12,700 [3.71 11.81 13.25 1,625 767 RCOC-4824+-GPL-1VARM 48,500 [14.21 35,550 110.41 12,950 [3.81 12.09 13.60 1,575 743 RCTH-A060 46,500 [13.61 35,200 [10.31 11,300 [3.31 11.37 13.00 1,600 755 RCFA-HM6024A' O 57,500 [16.9] 39,700 [11.61 17,800 15.21 11.35 13.00 1,675 791 RCBA-60"+RXCT-BCF 54,500 [16.0] 36,650 [10.71 17,850 [5.21 10.52 12.20 2,000 944 RCGA-60A1 54,500 [16.0] 36,650 10.7 17,850 5.2 10.52 12.20 2,000 944 RCGA-60A1+-BHK-25 53,500 [15.7] 37,900 11.1 15,600 4.6 11.17 12.90 1,600 755 RCGA-60A1+-GFD-09?ZCM? 53,000 [15.5] 37,300 110.91 15,700 [4.61 10.64 12.20 1,600 755 RCGA-60A1+-GFD-10?ZCM? 53,000 [15.5] 37,000 [10.81 16,000 [4.71 10.45 11.95 1,625 767 RCGA-60A1 +-GFD-1 2?ZCM? 53,500 [15.7] 37,400 (11.01 16,100 [4.71 10.78 12.40 1,650 779 060 RCGA-60A1+-GPL-07?BRQ 53,500 [15.7] 37,650 111.01 15,850 [4.61 10.96 12.60 1,625 767 RCGA-60A1+-GPL-10?BRM 53,500 [15.7] 37,450 [11.01 16,050 4.7 10.79 12.40 1,625 767 RCGA-60A1 +-GPL-1 2?ARM 53,500 [15.7] 37,650 [11.01 15,850 [4.61 10.93 12.60 1,575 743 RCGA-60A1+-GGD-09?ZCM 53,500 [15.7] 37,050 1 .91 16,450 f4.81 10.54 12.10 1,675 791 RCGA-60A1+-GGD-10?ZCM 53,000 [15.5] 37,150 (10.91 15,850 [4.61 10.57 12.10 1,625 767 RCGA-60A1+-GGD-12?RCM 53,500 [15.7] 37,350 110.91 16,150 14.71 10.72 12.30 1,650 779 RCHA-60A1 54,500 [16.0] 36,650 [10.71 17,850 [5.21 10.52 12.20 2,000 944 RCHA-60A1+-BHK-24 53,500 (15.7] 37,900 [11.1] 15,600 [4.61 11.17 12.90 1,600 755 RCHA-60A1+-GFD-09?ZCM? 53,000 [15.5] 37,300 110.91 15,700 14.61 10.64 12.20 1,600 755 RCHA-60A1+-GFD-10?ZCM? 53,000 [15.5] 37,000 f10.81 16,000 [4.71 F 10.45 11.95 1,625 17671 O Highest sales volume tested combination required by D.O.E. test procedures. [ ] Designates Metric Conversions 8 Rheem Manufacturing Company • Electrical and Physical Data Unit Dimensions T AIR DISCHARGE ALLOW 60'[1524 mm] CLEARANCE ACI PAI ALLOW 24" [610 mm] ACCESS CLEARANCE Model Number RAND- Height "H" (Inches) [mm] Length "L" (Inches) [mm] ELECTRICAL 018 19 [482] 331/2[851) 233/4 [603] 024 PHYSICAL Model Number RAND- phase Frequency (Hz) Voltage (Volts) Compressor Fuse or HACK Fan Motor Minimum Circuit Breaker Full Load Circuit Amperes Ampacity Minimum Maximum (FLA) Amperes Amperes Amperes Outdoor Coil Face Area No. CFM Sq. Fl. [m2] Rows [L/s] Refrig. Weight Per Circuit Net Shipping Oz- 191 Lbs. [kgl Lbs. [kg] Rated Locked ' Load Rotor Amperes Amperes (RLA) (LRA) 018J' 160-208-230 7.7/7.7 40.3 0.6 11/11 15/15 15/15 9.07 [0.84] 1 1775 [838] 68 [1928] 135 [61.2] 145 [65.8] 024J` 1-60-208-230 10.4/10.4 54.0 0.6 14/14 20/20 20/20 11.01 [1.03] 1 1920 [905] 78 [2155] 145 [65.8] 155 [70.3] 030]' 1-60-208-230 14.1/14.1 68.0 0.8 19/19 25/25 30/30 12.94 [1.20] 1 2520 [1190] 88 [2495] 160 [72.6] 170 [77.1] 036J' 1-60-208-230 14.4/14.4 77.0 1.2 20/20 25/25 30/30 17.26 [1.60] 1 3290 [1552] 116[3289] 180 [81.6], 190 [86.2] 042J- 1-60-208-230 19.2/19.2 104.0 1.2 26/26 35/35 40/40 17.26 [1.60] 1 3290 [1552] 136 [3855] 195 [88.5] 205 [93.0) 048J' 1-60-208-230 20.2/20.2 137.0 1.2 27/27 35/35 45/45 23.01 [2.14] 1 3500 [1652] 146 [4140] 225 [102.0] 235 [107.0] 060J` 1-60408-230 25.3/25.3 141.0 - 1.2 1 33/33 T 40/40 50/50 23.01 [2.14] 1 1 3500 [1652] 176 [4940] 230 [104.3] 240 [109.01 Unit Dimensions T AIR DISCHARGE ALLOW 60'[1524 mm] CLEARANCE ACI PAI ALLOW 24" [610 mm] ACCESS CLEARANCE Model Number RAND- Height "H" (Inches) [mm] Length "L" (Inches) [mm] Width "W" (Inches) (mm] 018 19 [482] 331/2[851) 233/4 [603] 024 1914821 39 [990] 275/s [702) 030 19 [482] 43 [10921 311/218001 036/042 25 [635] 43 [1092] 311/2 [800] 048/060 33 [838] 43 [1092] 311/218001 IR INLETS .OUVERS) LLOW 6" [152 mm] IIN. CLEARANCE SIDES ILTAGE KOUT) ] LOW VOLTAGE CONNECTION r/e" [22 mm] SERVICE FITTINGS HIGH PRESSURE ONE SIDE CONTROL MANUAL RESET . (FIELD INSTALLED ACCESSORY) BEFORE PURCHASING THIS APPLIANCE, READ IMPORTANT ENERGY COST AND EFFICIENCY INFORMATION AVAILABLE FROM YOUR RETAILER. GENERAL TERMS OF LIMITED WARRANTY Rheem will furnish a replacement for any part of this product which fails in normal use and service within the applicable period stated, in accordance with the terms of the limited warranty. For Complete Details of the Limited Warranty, Including Applicable Terms and Conditions, See Your Local Installer or Contact the Manufacturer for a Copy. 10 Rheem Manufacturing Company Condenser Coil leaks caused by factory defects..........................................Five (5) Years Compressor A-Series................................................Eight (8) Years B -Series ......................................................Seven (7) Years 'Any Other Part ..........................................Five (5) Years *This five year limited warranty is applicable only to single-phase products installed in residential applications on or after January 1, 2001. ij All V HIGH VOLTAGE o ® CONNECTION 111132" 134 mm] 0 ° ®® LIQUID LINE o CONNECTION SERVICE ACCESS VAPOR LINE TO ELECTRICAL 8 CONNECTION 27/e" [73 mm] DIA VALVES ALLOW ACCESSORY 24"[610 mm] KNOCKOUTS CLEARANCE HIGH PRESSURE ONE SIDE CONTROL MANUAL RESET . (FIELD INSTALLED ACCESSORY) BEFORE PURCHASING THIS APPLIANCE, READ IMPORTANT ENERGY COST AND EFFICIENCY INFORMATION AVAILABLE FROM YOUR RETAILER. GENERAL TERMS OF LIMITED WARRANTY Rheem will furnish a replacement for any part of this product which fails in normal use and service within the applicable period stated, in accordance with the terms of the limited warranty. For Complete Details of the Limited Warranty, Including Applicable Terms and Conditions, See Your Local Installer or Contact the Manufacturer for a Copy. 10 Rheem Manufacturing Company Condenser Coil leaks caused by factory defects..........................................Five (5) Years Compressor A-Series................................................Eight (8) Years B -Series ......................................................Seven (7) Years 'Any Other Part ..........................................Five (5) Years *This five year limited warranty is applicable only to single-phase products installed in residential applications on or after January 1, 2001. ij All F, < .. 1 S RESIDENTIAL KITCHEN LIGHTING WORKSHEET "U"7 -t:-:-1? d f 3006 Project Title Date WS -SR At least 50% of the total rated wattage of permanently installed luminaires in the kitchen must be in luminaires that are high efficacy luminaires as defined in Table 150-C. Luminaires that are not high efficacy must be switched separately. Kitchen Lighting Schedule. Provide the following information for all luminaires to be installed in kitchens. Luminaire Type High Efficacy? Watts x Quantity = High Efficacy Watts or Other Watts Yes)( No 0 13 x /o = 'j g or Yes ❑ No ❑ x = or Yes ❑ No ❑ x = or Yes ❑ No ❑ x = or Yes ❑ No ❑ x = or Total: A: —70 B: COMPLIES IFA >_ B Yes er No ❑ Residential Compliance Forms March 2005 EXAMPLE RESIDENTIAL KITCHEN LIGHTING WORKSHEET WS -SR Project Title Date Kitchen Lighting Schedule. Provide the following information for all luminaires to be installed in kitchens. High Efficacy Luminaire Type (y/nWatts x : Quantity = High Efficacy Watts or Other Watts CFL -1 Yes 18 x 6 = 108• _ or MR -16 No 50 x 2 = or, 100 z = or x = or x _ or Total: A' 108 B: 100 COMPLIES IFA >_ B Yes 0 No ❑ Residential Compliance Forms March 2005 k a LjrAPALOS �VERDES N Engineering Civil and Structural Consulting O Please Respond To: 6027-1 Paseo Delicias P.O. Box 2211 Rancho Santa Fe California 92067-2211 858 759 2434 858 759 8324 FAX ranchosantafe@pvec.com O Please Respond To: 27520 Hawthorne Blvd. Suite 250 Rolling Hills Estates California 90274-3512 310 541 5055 310 541 0321 FAX info CDDvec.com CITY OF LA QUINTA Structural Calculations BUILDING & SAFETY DEPT. Residential Addition APPROVED FOR CONSTRUCTION DATE*P-uBY Prepared For REVIEWED BY CONSULTANT FOR CODE COMPLIANCE Walter & Catherine Hunter 77511 Calle Arroba THESE PLANS AND SUPPORTING DOCUMENTATION HAVE BEEN REVIEWED AND FOUND TO SHOW COMPLIANCEWITH La Quinta, CA 92253 THE CALIFORNIA BUILDING CODE AS ADOPTED BY THIS JURISDICTION. ISSUANCE OF A BUILDING PERMIT BASED UPON THE SIS RECOMMENDED SUBJECT TO APPR OTHER APPLICABLE AGENCIES AND ANY Project i ON I ���Ci OSED LE ffiv 0 1 Hunter CODE GROUP, INC. DATE 77511 Calle Arroba La Quinta; CA 92253 CHR' i a C s :f71 S," r !� E 21i14' Paul9."=-liristenson RCE C57182, exp. -12/31/05 0�6 ' Tony Lombardi PROJECT ENGINEER January 11, 2006 REV 15ED `-i-27-Ob 'P.EvIsED PVEC File No. 24-05-1117 � It PALOS VERDES ENGINEERING CORPORATION 6027-I Paseo Delicias * P.O. Box 2211 * Rancho Santa Fe, CA 92067 Telephone (858) 759-2434 - Fax (858) 759-8324 1.0 Design Criteria: 77511 Calle Aurora .24-05-1117 Code: 2001 California Building Code Timber: Douglas Fir -Larch (DF -L),. WWPA or WCLIB 2x Wall Framing: DF -L #2 (unless noted otherwise) 2x Rafters & Joists: DF -L #2 " " Posts & Beams: DF -L #1 " " Glue -Lam Beams: Simple Span: Grade 24F -V4 (DF/DF) Cantilevers: Grade 24F -V8 (DF/DF) Sheathing: Min. APA -Rated Sheathing, Exposure 1, Plywood or OSB (U.N.O.) Engineered Framing: Wood I -Joists: TJI 110,210,230,360,560 ICC ESR -1153 LVL, PSL 1.9E Microllam, 2.0E Parall.am ICBO ER -4979 Concrete: Compressive Strength @ 28 days per ASTM C39-96: Footings: f c = 2500 psi Grade Beams: f'c = 3000 psi Concrete Block: Grade N -I per ASTM C90-95, f m = 1500 psi per ASTM E447-92 Mortar: Type S Mortar Cement per ASTM C270-95, Min. f'm = 1800 psi @ 28 days. Grout: Coarse Grout w/ 3/8" Max. Aggregate per ASTM C476-91, Min. f m = 2000 psi @ 28 days. Reinforcing Steel: #4 & Larger: ASTM A615-60 (Fy = 60 ksi) #3 & Smaller: ASTM A615-40 (Fy = 40 ksi) Structural Steel: `W' Shapes: ASTM A992, Fy= 50-65 ksi Plates, Angles, Channels: ASTM A36, Fy = 36 ksi Tube Shapes: ASTM A500, Grade B, Fy= 46 ksi Pipe Shapes: ASTM A53, Grade B, Fy=35 ksi Welding Electrodes: Structural Steel: E70 -T6 A615-60 Rebar: E90 Series Bolts: Sill Plate Anchor Botls & Threaded Rods: Steel Moment & Braced Frames: Soils: 1000 psf Bearing Pressure References: No soils report provided. A307 Quality Minimum A325 (Bearing, U.N.O.) LIM Palos Verdes Engineering Corporation Consulting Structural Engineers T6027-I Paseo Delicias * P.O. Box 2211 * Rancho Santa Fe, CA 92067 Telephone (858) 759-2434 - Fax (858) 759-8324 2.0 LOAD LIST 2.1 Roof (Vaulted Roofing 9.0 psf 15/32" Sheathing 1.5 psf Roof Framing 2.2 psf 5/8" Gyp. Bd. 2.8 psf Insulation and Misc. 3.5 psf IDL = 19.0 psf ILL = 20.0 psf Total Load = 39.0 psf 2.2 Roof (w/ ceilin Roofing 9.0 psf 15/32" Sheathing 1.5 psf Roof Framing 2.8 psf Insulation and Misc. 0.7 psf IDL = 14.0 psf ILL = 20.0 psf Total Load = 34.0 psf 2.3 Ceiliniz Ceiling Joists 1.7 psf 5/8" Gyp. Bd. 2.8 psf . Insulation and Misc. 0.5 psf IDL = 5.0 psf ILL = 10.0 psf Total Load = 15.0 psf 2.4 Walls Exterior Wall Interior Wall JOB SHEET NO 2 CALCULATED BY CHECK BY SCALE 24-05-1117 7/8" Stucco 10.0 psf 1/2" Gyp. Bd. (2 Sides) 4.6 psf 15/32" Sheathing 1.5 psf 2x4 Studs @ 16" o.c. 1.1 psf 2x4 Studs @ 16" o.c. 1.1 psf Misc. 2.3 psf 5/8" Gypsum Bd. 2.8 psf IDL = 8.0 psf Misc. 0.6 psf IDL = 16.0 psf OF DATE Palos Verdes Engineering Corporation JOB Consulting Structural Engineers SHEET NO T— CALCULATED BY _6027-I Paseo Delicias * P.O. Box 2211 * Rancho Santa Fe, CA 92067 CHECK BY Telephone (858) 759-2434 - Fax (858) 759-8324 ' SCALE 2.0 LOAD LIST (CONTIN) C. = I •.�6 2.5 Floor 12.6 psf Floor Cover 4.0 psf Sheathing 2.3 psf 2x F.J. 2.8 psf 5/8" Gyp. l3d. 2.8 psf Insulation and Misc. 3.1 psf XDL = 15.0 psf Y'LL = 40.0 psf Total Load =. 55.0 psf 2.6 Wind 24-05-1117 3 OF PSC DATE 1/11/06 DATE P = CeCggSl (UBC Equation 20-1) C. = I •.�6 q, = 12.6 psf Cq = 1.30 I = 1.0 P = I -M psf 2.7 Seismic V=, 2.5CeI W (UBC Equation 30-5) Ca= 1 Na I = 1.00 1.4R DL Na = 0.44 R = 4.5 V= 0.17 WDL SIS Is kti. F f—C) A,\. We A i`At11-T (-CA Al A N 9 UA -5) -) Nkz 1, o t _;iPalos Verdes Engineering Title: HUNTER Job # 24-05-1117 6027-1 Paseo Delicias Dsgnr: Date: 2:54PM, 27 APR 06 Rancho Santa Fe, CA 92067-2211 Description : Tel (858) 759-2434 Scope Fax (858) 759-8324 Rev: 5601100 Page 1 User. KW -0601325, Ver 5.6.1, 25 -Oct -2002 Timber Beam & Joist (c)1983-2002 ENERCALC Engineering Software \\lean-rsfyobs on cadd\pc12005\05-1117-hunts Description Roof Framing Timber Member Information Calculations are designed to 1997 NDS and 1997 UBC Requirements RB -1 RB -2 RB -3 RB -4 Timber Section 2,702.75 2x12 6x18 Prllm: 3.5 4x8 Beam Width in 1.500 5.500 3.500 3.500 Beam Depth in 11.250 17.500 9.500 7.250 Le: Unbraced Length ft 0.00 0.00 0.00 0.00 Timber Grade 1,373.00 Douglas Fir - Larch, Douglas Fir - Larch,Truss Joist - MacMil Douglas Fir - Larch, Fb - Basic Allow psi 875.0 1,350.0 .2,900.0 1,000.0 Fv - Basic Allow psi 95.0 85.0 290.0 95.0 Elastic Modulus ksi 1,600.0 1,600.0 2,000.0 1,700.0 Load Duration Factor 1,281.2 1.250 1.250 1.250 1.250 Member Type -0.060 Sawn Sawn Manuf/Pine Sawn Repetitive Status 1,247.0 Repetitive No No No Center Span Data -0.119 -0.447 Location ft 10.000 Span ft 20.00 18.00 6.25 11.50 Dead Load #/ft 26.00 390.00 38.00 57.00 Live Load #/ft 27.00 410.00 40.00 60.00 Point #1 ' DL lbs 3,800.00 340.00 LL lbs 3,900.00 360.00 @ X ftj 2.000 5.750 Results Ratio = 0.7990 0.8871 0.6793 0.9505 Mmax @ Center in -k 31.80 388.80 129.64 47.36 @ X = ft 10.00 9.00 2.00 5.75 fb : Actual • psi 1,005.0 1,385.0 2,462.5 1,544.6 Fb : Allowable psi 1,257.8 1,618.2 3,625.0 1,625.0 Bending OK Bending OK Bending OK Bending OK fv : Actual psi 43.0 94.3 244.5 56.3 Fv : Allowable psi 118.8 106.3 362.5 118.8 Shear OK Shear OK Shear OK Shear OK Reactions @ Left End DL lbs 260.00 3,510.00 2,702.75 497.75 LL lbs 270.00 3,690.00 2,777.00 525.00 Max. DL+LL lbs 530.00 7,200.00 5,479.75' 1,022.75 @ Right End DL lbs 260.00 3,510.00 1,334.75 497.75 LL lbs 270.00 3,690.00 1,373.00 525.00 Max. DL+LL lbs 530.00 7,200.00 2,707.75 1,022.75 Deflections Ratio OK Deflection OK Deflection OK Deflection OK Center DL Defl in -0.329 -0.234 -0.059 -0.217 UDefl Ratio 730.2 921.6 1,281.2 635.3 Center LL Defl in -0.341 -0.246 -0.060 -0.229 UDefl Ratio 703.1 876.6 1,247.0 601.9 Center Total Defl in -0.670 -0.481 -0.119 -0.447 Location ft 10.000 9.000 2.850 5.750 UDefl Ratio 358.2 449.3 631.9 309.1 Palos Verdes Engineering Corporation �i Consulting Structural Engineers 6027-I Paseo Delicias * P.O. Box 2211 * Rancho Santa Fe, CA 92067 Telephone (858) 759-2434 - Fax (858) 759-8324 5.0 Lateral Design & Analysis (Single -Story) Wind: P = Ce Cq qs IW (UBC Equation 20.1) Ce = 110b (T -16-G) . Cq = 1.3 CN&H) qs = 12.6 psf (T -16-F) 1 = 1.0 (T -16-K) P = 1114 psf JOB SHEET NO _ CALCULATED BY CHECK BY SCALE 24-05-1117 OF DATE Seismic: V = (2.5 Ca I) * Wt (UBC Equation 1.4*R 30-5) Cr -16-Q) Ca = 1 Na R = 4.5 (T -16-r,) (T -16-s) Na = 0.44 I = 1.0 (T -16-K) V = 0.175 * Wt Wind Loads P = 11.0 psf x trib. Area Roof Level Direction: N / S = l -h j psf x 0?, sq. ft. = 11,iol lbs. SE15 M► c. Direction: E / W = 1� y psf x g06 sq. ft. = 6001 lbs. (-70v EP1u5 Roof Weight Roof Wt. = 14.0 psf x 3344 sq. ft. = %,, Ib lbs. Exterior Wall Wt = 16.0 psf x 1216 sq. ft. = 19456 lbs. Interior Wall Wt = 8.0 psf x 515 sq. ft. = 4120 lbs. Ceiling Wt = 5.0 psf x 2866 sq. ft. = 14330 lbs. Total Trib. WR = 64,-7zL lbs. Total Seismic Dead Load: Wt = 64,-7Zz lbs. Base Shear: V= 0.175 * Wt = Roof Diaphragm: V = 1%, w, lbs. A = 3344 sq. ft f P = V/A = y,y psf 1,02j, lbs. Palos Verdes Engineering Corporation PROJECT JOB # 24-05-1117 Consulting Structural. Engineers SHEET NO. $ OF CALCULATED BY DATE T 6027-I Paseo Delicias • P.O. Box 2211 • Rancho Santa Fe, CA 92067 CHECKED BY DATE . Telephone (858) 759-2434 . Fax (858) 759-8324 SCALE Email: ranchosantafenn.ovec.com PALOS VERDES ENGINEERING CORPORATION 6027-I PASEO DELICIAS RANCHO SANTA FE, CALIFORNIA 92067 TELEPHONE (858) 759-2434 FAx (858) 759-8324 2001 California Building Code Shearwall Schedule Rev. 11-13-02 Shear Structural I Common Nail Allowable Shear Sliding Anchor. System' Wall APA -Rated Spacing @ / Ft with No. Wood Boundaries . Wood Studs @ Structural & Edges 16" o.c. Panel (B.N. & E.N) Thickness Field Nailing @12" o.c. 5/8" � Framing 16d 1/2" � Lag - Anchor Clip Common Screw Bolt Spacing Nail Spacing Spacing2 Spacing3 2x Sill V = 450# 2x Sole 2x Sole V = 1184# Plate Plate Only: Only: V= 880# 3x Sill V= 121# V = 1520# (Min. 4" Penetration to Min. 4x) O.C. O.C. O.C. O.C. S 7/8" Stucco No. 11 Ga. @ 180 #/ft 60" A35 @ 8" 56" 6" o.c. 30" A 3/8" 8d @ 6" o.c. 280 #/ft 48" A35 18„@ 5” 36 " B' 15/32" 8d @ 4" o.c. 430 #/ft 42" A35 12,@ 3" 24 " C1 15/32" 8d @ 3" o.c. 550 #/ft 32" A9„@ 2" .18" D'. 15/32" 8d @ 2" o.c. 730 #/ft 24" A 9„@ 14" E' 15/32" 10d @ 2" ox 870 #/ft 20" A35'@ 61 � 12" 1. Framing at foundation sill plates and adjoining panel edge studs shall be a single 3x nominal member, and all nails shall be staggered with 1/2"edge distance. 2x nominal sole plate may be used at raised floor and upper levels. 2. Simpson BP5/8 bearing plates, or equal, shall be used with all 5/8" � anchors. 5/8" � Simpson Wedge -All wedge anchors (ICBG ER -3631) may be used in lieu of 5/8" � Anchor Bolts at existing footings with same spacing per Table above. 3. All sill nailing shall be staggered 1/2" minimum, typical. 4. When a Shearwall is specified on both sides of a wall, all Sliding Anchor connectors shall be attached with spacings from the table above to be reduced by half. r ® Palos Verdes Engineering Corporation JOB 24-05-1117 Consulting Structural Engineers SHEET NO OF CALCULATED BY PSC DATE 1/11/06 -6027-I Paseo Delicias' P.O. Box 2211 ' Rancho Santa Fe, CA 92067 CHECK BY DATE Telephone (858) 759-2434 - Fax (858) 759-8324 SCALE 5.1 Lateral Design & Analysis (cont.) Gridline 1;2 38 % ( 1`1816 x 0.38 5b3y #) 563 lbs. V = 27 ft. = ZOO plf A OTF = 1670 lbs. USE 4x4 w/ PHD2 (8.5 ONLY) RF - 0, 9 LIRA* 3LIQ f e]4 = 63ct'o HDF = 1670 451= t o30 Gridline 3 % x 0.03 = H95 # ) 14S lbs V = 6.5 ft. plf S OTF = 547 lbs. Nth K.b NI✓= omLB(Mk LiUii] (6.5"iLA:� 52710 NUS% 59? 527 Gridline 3 % ( t,lift< x 0.03 = H4S # ) lbs V = 6.5 ft. = b97 plf S OTF = 417 lbs. • REGZ` D Gridline 38 % ( ty81,1, x 0.38 = 5639 # ) 50LI Ibs. V = 16.67 ft. = 337 plf L115W3ZKg OTF = 2703 lbs. '9 No PSD Ria D USE 4x4 w/ PHD2 Kf = 0,a U(Ibik 3U312 (1qh) t01510 Mf - ' 2703- 1671 # Gridline 2 3 % x 0.03 = yy5 # ) LiH5 lbs. V = 2 ft. = 2`Z-5 plf 115E C6 5J7 -4x9 OTF = 1355 lbs. Np PAro 9,EdD Shear Wall Deflection Analysis Shear Line 7 -1st Floor Deflection = 8vh^3 + vh + 0.75he + hd/b EAb Gt V = 337 shear (plf) h = 8 shear wall height (ft) E = 1600000 elastic modulus of boundary element (psi) b = 14 shear wall width (ft) G = 90000 modulus of rigidity of plywood (psi) t = 0.535 effective thickness of plywood (in) e = 0.008 nail deformation (in) d = 0.125 deflection due to anchorage details A = 10 area of boundary element Deflection = 0.181583 inches STR�Nbw�t_c l actD = Z8�5 `� = 0.3-77 k, 2865 /0.377 ' 7w Oh^ SN S. WA•U.. �o�o = 33-� p tf N) p � l s3 2`� " � �i a l3 #/�`„ 3Lt7- o LOA -4 �'-j 813 fi 7(000 ) = 0, 3 `i S'i R�tJb i,v,�UIcit k- 5 o,3y (C6314�'� l�il5� S�J32 x � ok = �►IS 2.6? = �j17 l� (8i � 5737 � �Ssr 3�` So2• k IZa Q�.P OTF I P PAD %ley 371 P1k ) C o C OTF LAb'j Lb) — 3718 t �KOZ Palos Verdes Engineering Corporation Consulting Structural Engineers 6027-I Paseo Delicias • P.O. Box 2211 • Rancho Santa Fe, CA 92067 Telephone: (858) 759-2434 • Fax: (858) 759-8324 E-mail: ranchosantafe@pvec.com 'Z Y_ WA eKf k(,M Sttef 9-4� P5� C��1= I � 4 of ? / �e L- 55' touNE `MAY'.. sweAR P '11 PROJECT JOB # 24-05111 SHEET NO 1,06 OF CALCULATED BY DATE CHECKED BY DATE SCALE 4 o iAAAV_AC r- o k Palos Verdes Engineeringl Corporation Consulting Structural Engineers T6027-I Paseo Delicias * P.O. Box 2211 * Rancho Santa Fe, CA 92067 Telephone (858) 759-2434 - Fax (858) 759 8324 5.1 Lateral Design & Analysis (cont.) Gridline ( A) 2 % Z'17 lbs. V = 9 ft. _ OTF Gridline 2 37 % ((H$Z 514°6 lbs. v = 11.5 ft. _ �[ OTF— Mlf,-`t CA MC IVi (�.1Gt l5a) + (2� 116191 k Z$bS Gridline 1 % 1`t8 lbs. V = 4 ft. _ OTF = Z�JG- lbs. Gridline 1 % lbs. v = 4 ft. _ OTF = "Zc((, JOB 24-05-1117 SHEET NO [ I OF CALCULATED BY PSC DATE 1/11/06 CHECK BY DATE SCALE 0.02. _ . �°L7 # ) plf S NO Hlb• REU2�D x 0.37 = Sy96 # ) (21SW19x `� plf CZE SW 24xS (t) SW 3U5 x 0.01 STIr-fli 35 plf S NO H.O. RwD !L x 0.oi = [Lig # ) 7 Of S 1Jo H.D, Gridline G) 49 % x 0.49 = 75 # lbs. iI v = 29 ft. = 5 { OTF = Z00-1 Ibs. C ail RF = �.h Ce Gbl� � (►31� L41•s Izl : q3� � woF= io�3 ( B'1 RF = ©.gCg<«11coC131�ce�lzl= -�z4 Not^- [076* A USE 4x4 w/ PHD2 1'` ® Palos Verdes Engineering Corporation Consulting Structural Engineers MT 6027-I Paseo Delicias - P.O. Box 2211 ' Rancho Santa Fe, CA 92067 Telephone (858) 759-2434 - Fax (858) 759-8324 5.1 Lateral Design & Analysis (cont.) JOB 24-05-1117 SHEET NO 11- OF CALCULATED BY PSC DATE 1/11/06 CHECK BY DATE SCALE Gridline 3 % ( MM x 0.03 = Riffs # ) J5 lbs. v = 2 ft. = 225 plf U S>r Ali Sv�24 x8 OTF = 1355 lbs. w p PAP ARD b GRlouae 362 ll� y t3c( Sw Z�iNg k' tb10�% 0.38 xg k= I���� 4SHS"/ 0,38` ' II96o SwIgx'a 3628 /N(OZ8 413`la 11kbo� = 0 I 413gl 19.72.? O.Z) / Sw`�Sx$ 1)960 ' ! (`1?2-7 = 0,61 swl$ � Czl S,a 1�Kg xo = o.1g �syS6l= q67 _� Sw� x� 0.-1 (51t 3eV � t 15 L'� � (.AS w VA>t o sw 48x8 0 0, 61 ( Sq$6)= ,3 34b* 4 (1) \t8 xs Sw %-&J cL67' �l.s 11.51 = . 3L°1 �!� (0)' 063? PO PAD fZ zL b Sw 2u ka 115L, -Zim & NY- Z304 q V c QAD REn 0 SLr4&t 33u6"%(4)= 837ptf081= 6697-# '% 30 SQ. PAD PAuuowr 1,33 Ci000(z.s1�- j0(z-5Y-T: 7$q7# W- Palos Verdes Engineering Corporation PROJECT JOB # . 24-05-1117 T_ Consulting Structural Engineers SHEET NO. 13 OF CF- - W MAX @ Gridline = CALCULATED BY DATE T� W MAX ,@ Gridline = Paseo Delicias • P.O. Box 2211 • Rancho Santa Fe, CA 92067. CHECKED BY DATE -6027-I Telephone (858) 759-2434 . Fax (858) 759-8324 SCALE Email: ranchosantafer .nvec.com 6.0 — FOUNDATIONS ALLOWABLE APPLIED LOADS Allowable Soil Bearing Pressure (ASBP) = 1000 CONTINUOUS SLAB FOOTINGS W MAX b (ft) psf (Per Design Criteria) h (ft) MARK: CF -1 Ftg. Width (b) = 1 ft. Depth of Ftg. + Slab (h) = 1'33 ft. W FTG = 50 PCF (b x h) = soolk.33) _ 67 plf W ALLOW = ASBP (b) — W FTG = »oof 1� - 6 7 = °133 plf MARK: CF -2 Ftg. Width (b) = W FTG = 50 PCF (b x h) = ft. Depth of Ftg.. + Slab (h) = ft. plf W ALLOW = ASBP (b) — W FTG = = plf W MAX @ Gridline = plf USE: CF- - W MAX @ Gridline = plf USE: CF- - W MAX @ Gridline = plf USE: CF- - W MAX ,@ Gridline = plf USE: CF- - USE: tZ " WIDE x lZ "DEEP with I # `1 T&B USE: " WIDE x "DEEP with # T & B Palos Verdes Engineering Corporation PROJECT JOB # 24-05-1117 Consulting Structural Engineers SHEET NO. ItA OF �- CALCULATED BY DATE .6027-I Paseo Delicias • P.O. Box 2211 . Rancho Santa Fe, CA 92067 CHECKED BY DATE Telephone (858) 759-2434 . Fax (858) 759-8324 SCALE Email: ranchosant feQt)vee.com 6,0 - FOUNDATIONS, cont'd CONTINUOUS FOOTINGS — MAX POST LOADS P MAX --------------------r- -------..-------------------- ----------------------------- h (ft.) 2 h (ft.) MARK: CF -1 P mAx = ASBP (b)(2h) — 50 (b)(h)(2h) MARK: CF -2 P mAx = ASBP (b)(2h) — 50 (b)(h)(2h) 6Ig3 LBS. LBS. Palos Verdes Engineering Corporation PROJECT JOB # 2a -o5-1117 Consulting Structural Engineers SHEET NO. 15 OF T- CALCULATED BY DATE 6027-I Paseo Delicias • P.O. Box 2211 • Rancho Santa Fe, CA 92067 CHECKED BY DATE Telephone (858) 759-2434 • Fax (858) 759-8324 SCALE Email: ranchosantafeaa.ovec.coin 6.0 - FOUNDATIONS SQUARE PAD FOOTINGS - MAX POST LOADS P MAX h (ft.) b (ft.) MARK: P-1 PmAx = ASBP (b)2 - 50 (b)z(h) = uPto (211.- So (z\z6 3800 LBS. MARK: P-2 PmAx = ASBP (b)2 = 50 (b)2(h) _ �000 (3�z - So(3i1(►� = SSSv LBS. MARK: P-3 PmAx = ASBP (b)� _ 50 (b)2(h) LBS. USE: N 2SQUARE x IZ "DEEP with 3 # 'a E/ W (3" CLEAR FROM SOIL) USE: 36 °SQUARE x IL "DEEP with 4 EMI (3" CLEAR FROM SOIL) USE: "SQUARE x "DEEP with # E/W (3" CLEAR FROM SOIL) Building -776 77 Address Owner iy a 1-7"ir'a 4 Mailing Address 4 Qv( I P.O. BOX 1504 APPLICATION ONLY 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 BUILDING: TYPE CONST. OCC. GRP. Iq A.P. Number -774 i 55 DZZ Tel. Legal Description o -r , ! z 13 L-0 C, k 7 3A �l ZZ53 �19D Z L - 5 F D Project Description & Classif. / Arch. Engr., signer -robe Gb�dDl4L[r Address Tel. 3 i C"000 4rud`10 kC1;*PL7 City Zip PALM _ I . 9_zZ�o # Submittal Qi Plan Sets Structural Cales. Truss Cales. Energy Cales. Flood plain plan Grading.plan' Subcontactor List Grant Deed H.O.A. Approval IN HOUSE: - Planning Approval Pub. Wks. Appr School Fees City Sq. Ft. No. Lic. # Size Stories New ❑ Add ❑ Alter ❑ State E T t O o 00 Lic. # APPLICANT: DO NOT WRITE BELOW Rec.'d TRACKING Plant heck submitted Reviewed; ready for corrections Called Contact Person Plans picked up EE edy for orrection sue Called Contact Person Plans picked up Plans resubmitted Review, ready to . rrec to sue I Called Contact Person Date of permit issue LINE ' No. Dw. Units Repair ❑ Demolition ❑ PERMIT FEES Item Amount `f Plan 'Check Deposit 14 . Plan Check Balance Construction Mechanical Electrical ZO Plumbing Grading Developer Impact Fee A.I.P.P. Total Permit Fees rzo S122 A#4 0 0(0 579. A-PPROuED 0(a 7�% 3 �0(0 5 iZ /Z �"G /z�IS�DIo-jOA/ (ZD (//A/ t�SE prop rty for in pection purposes. Signature of applicant Date Mailing Address Validated by: City, State, Zip Validation: B'° # City of La Quinta Building & Safety Division Permit # P.O. Box 1504, 78-495 Calle Tampico La Quinta, CA 92253 - (760) 777-7012 Building Permit Application and Tracking Sheet Project Address: Owner's Name: A. P. Number: Address: Legal Description: City,'ST, Zip: Contractor'. Telephone: Address: Project Description: City, ST, Zip: Telephone: State Lic. # : City Lic. #: Arch., Engr., Designer: Address: City, ST, Zip: Telephone: Construction Type: Occupancy: State Lic. #: Project type (circle one): New Add'n Alter Repair Demo Name of Contact Person: Sq. FL:. # Stories: # Units: Telephone # of Contact Person: Estimated Value of Project: APPLICANT: DO NOT WRITE BELOW THIS UNE # Submittal Req'd Recd��!! TRACKING PERMIT FEES Plan Sets Plan Cheeka4itted Item Amount Structural Cates. Reviewed, ( Ld Plan Check Deposit c Truss Calcs. Called Contact Person :M Plan Check Balance Energy Cates. Plans Picked up Coastcaction Flood plain plan Plans resubmitted Mechanical Grading.plan 2" Review, ready for corrections/issue Electrical Subcootactor List Called Contact Person ' Plumbing Grant Deed Plans picked up S.M.I. H.O.A. Approval Plans resubmitted Grading IN HOUSE:- ''' Review, ready for corrections/issue Developer Impact Fee Planning Approval Called Contact Person A.LP.P. Pub. Wks. Appr Date of permit issue p School Fees Total Permit Fees S�p1 �ecs t'L2 c �� . ��L•? R� �'c/� O (3 — �✓� 1112:7-