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0004-162 (BLCK)_ 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 # Li C. C!as s—N Exp. Date 634981-"1/01131f2t /ate '4111 -Signature of C0 t, X, i l t A OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractor's License Law for the following reason: ( ) I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business & Professionals Code). ( ) 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, a0provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. (,)f7l have and will maintain workers' compensation insurance, as required by Se tion 3700 of.the Labor Code, for the performance of the work for which this permit is issuedr My workers' compensation insurance carrier & policy no. are: Carrier STATY FUND Policy No. 0421037-A0 (This section need not be completed if the permit valuation is for $100.00 or less). ( ) I certify that in the performance of the work for which this permit is issued, I shall not employ any person' in any manner so as to become subject to the workers' compensation laws of California, and agree that if I should become_-. subject to the workers' compensation provisions -of -Section 3700 of the Labor Code,'[ shallforthwith comply with those provisions., �+ Date: Applicant` 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 compensation, damages as provided for in Section 3706 of the Labor Code, interest and attorney's fees. IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the conditions and restrictions set forth on his 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 purpose's,, Ignature (Owner/Agent)!s Date BUILDING PERMIT PERMIT# / DATE 1. ' y„ VALUATION LOT 0004462 TRACT I JOE�SITE APN ADDIyESS .54A75 AVYMI.i)A OHRF. 014' 1 OWNER CONTRACTOR/DESIGNER/EN (NEER ` BOB KFILOG COROW EL COkI;3T1ZU'C'IION 54-475 AV1'-2MA,, 0P.1RECY03a 51-540 HIMMOWER DR, LA QUINTA. CA 9253 LA QUINTA CA 92253" (760)564-4604 CF3L3p *i6l .`? 1 r r7l USE OF PERMIT 130 LF. Y(FL) t3A 11 D EN WALL. & 3.' L Y. 2(FL) GA.ltl9EN 'WALL UN LY tv (COURTIMY 1TE84'ECTION) ORCO STANDARD 5 P7, WALT. 130.00 LF? ESTLIAMED COSH' OF COMMUMOW 2.814M F'F`'I.O= FER HTJA0&4RY CONSTRUCTION FEE 101-000.416.000 $59,00 ST-.1MAL COAtSTRLT=0I+1'AND PLM M ECK $54.00 :LEW PPM-PATID FFX,;3 ; $0.00 TOTAL FFRAW YKES ME �iOW _ .ctti sRECEIPT DATE -BY DATE FINALED INSPECTOR Ili J INSPECTION RECORD OPERATION DATE INSPECTOR OPERATION DATE INSPECTOR BUILDING APPROVALS MECHANICAL APPROVALS Set Backs Underground Ducts Forms & Footings Ducts Slab Grade Return Air Steel Combustion Air Roof Deck Exhaust Fans O.K to Wrap F.A.U. Framing Compressor Insulation Vents Fireplace P.L. Grills Fireplace T.O. Fans & Controls Party Wall Insulation Condensate Lines Party Wall Firewall Exterior Lath Drywall - Int. Lath Final Final BLOCKWALL APPROVALS POOLS - SPAS Steel Set' Backs Electric Bond Footings Main Drain Bond Beam Approval to Cover Equipment Location Underground Electric Underground Plbg. Test Final I I Gas Piping PLUMBING APPROVALS Gas Test Electric Final Waste Lines Heater Final Water Piping Plumbing Final Plumbing Top Out Equipment Enclosure Shower Pans O.K. for Finish Plaster Sewer Lateral Pool Cover Sewer Connection Encapsulation Gas Piping Gas Test Appliances Final Final Utility Notice (Gas) ELECTRICAL APPROVALS Temp. Power Pole Underground Conduit Rough Wiring Low Voltage Wiring Fixtures Main Service Sub Panels Exterior Receptacles G.F.I. Smoke Detectors Temp. Use of Power Final Utility Notice (Perm) COMMENTS: „® 120 V MULT OUTLET CKTS PLAN SMA -2 120 15 11409 3 ELECTRICALLOAD CALCS SM APPLIANCE CKTS 120 20 2 1,500 3,000 „® 120 V MULT OUTLET CKTS GEN LTG @ 3 W PSF 120 15 11409 3 4,227 SM APPLIANCE CKTS 120 20 2 1,500 3,000 GRI CKTS 120 20 1 4,500 11500 SUBTOTAL 8,7.27. 120 V SGL OUTLET CKTS DISPOSAL 120 20 1 2,400. 2,400 DISHWASHER 120 20 1 2;400 2;400 . LAUNDRY 120 20 1 2;400 .2,400 HOOD 120 3 1 360 ",360 SUBTOTAL ".7.;560. FIRST.10,000 WA @.100% 10;000. BAL V-A. @ 40% - 2,515 SUBTOTAL " 12,515 RANGE — 2301' 40 1 9,200 9;200 A/C (LARGEST FAU OR A/C) 230 30 1 1 6,900 1 6,900 TOTAL V-A T 28,615 SELECT SER1710E 1sE ®TAL UmA x "" 28 °615 � "�2N AMPS. PLAN: -MA-2 ATTIC VENTILATION ATTIC AREA: 1,409 SQ FT 519 SQ FT TOTAL 1,928 SQ FT 1,928 SQ FT / 300 = 6.43 SQ FT REQUIRED 8 VENTS / 14" X 18" VENTS (1.17 SQ FT X 1.5 SQ FT) 8X1.17SQFTX1.5SQFT= 14.04 SQ FT LESS 50% VENTED AREA 7.02 SQ FT . ACTUAL NET TOTAL SHOWN 7.02 SQ FT LENDEL: EXCEBMY DOCSICALMATM MA -2 10/8/99 �:- F LENDEL: EXCEBMY DOCSICALMATM MA -2 10/8/99 FROM : Christensen/T-24/CABEC FAX NO. : 909 763 0522 Oct. 07 1999 01:49PM P1 Carole Christensen, Analyst Title -24 Energy Calculations October 7, 1999 ENERGY CALCULATIONS FOR: Lendel Venum, Inc P.O. Box 450 i La Quinta, CA 92253-0450 PROJECT: The Mesquite Adobe 1409 Sq -Ft 64 —411G La Quints, CA 92253 tandardP%_p_osed Comoli m East 66.32 65.75 + 0.57 West 66.32 63.90 +2.42 CTZ 15 -12.9% fenestration . Dual Aluminum fenestration, Std Drape Walls R-11+1"Falcon; Roof R-38; Duct R-4.2 AFUE 800K, SEER .10:0 One 50 vj Ps water heater to meet minimum standards Table of Contents CF -1R MF -1R C -2R 3-R HVAC Fenestration specifications Cardinal orientations calculated but dwelling will be buik Fast and West only 07-596 Lake Co"n Dnw. ASW4VA CA 97536 1-800-735-8152 Member CARR - Cdij/ IrmaAssociarion 0041040V Energy Coawhmm FROM.: Christensen/T-24/CABEC FAX NO. :. 909 763 0522 'Oct. 07 1999 01:49PM P2 CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -IR Project Title.......... Mesquite Adobe Date. .10/07/99 14:27:14 Project Address........ ******* La Quinta, CA *v5.00* Documentation Author... Carole Christensen *****++ Bui ing Per Carole Christensen 47-596 Lake Canyon Drive Aguanga, CA 92536 800-73.5-8152. Climate Zone. 15 C`mm�l i annc Met1....i • uri..........� Plan Che -CIF -F Date Field Check/ Date - r---- ....... FUCKWAS5 v_5.00 for 1999 Standards by Enercomp, Inc. MICROPASS v5.00 File-MESQ10 7 Wth-CTZ15S92 Program -FORM CF -1R User#-MP1017 User -Carole Christensen Run-drp80.10R11Fal.38.4 GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type ......... Building :Front Orientation. Number of Dwelling Units... Number of Stories.......... Floor Construction Type.... Glazing Percentage.......:. Average Glazing U -value.... Average Glazing SHGC....... 1409 sf Single Family Detached New Cardinal.- N,E,S,W 1 1 Slab On Grade 12.9 % of floor area 0.65 Btu/hr-sf-F 0.67 BUILDING SHELL INSULATION Component Frame Cavity Sheathing Total Assembly Type Type R -value R -value R=value U -value Location/Comments Wall Wood R-11 R-4.61 R-15.61 0.065 Standard Wall Roof Wood Wood R-11 R-11 R-0 R-27 R-11 R-38 0.095 0.025 to garage Attic Door n/a R-0 R-n/a R-0 0.330 solid wood S1abEdge n/a R-0 R-n/a .0.720 F2=0.900 to outside S1abEdge n/a R-0. R-n/a 0.550 F2=0.720 to outside S1abEdge S1abEdge n/a n/a: R-0 R-0 R-n/a 0.630 F2=0.550 to garage Window' Right (W) R-n/a 0.720 F2=0.500 to garage Window Right (W) FENESTRATION 0.720 0.670 Over - Exterior hang/ Shading Area U- None Interior Orientation Standard (sf) Value SHGC Shading Window Left (E) 16.0 0.720 0.670 Standard Door Front (N) 33.3 0.550 0.650 Standard Window Left (E) 9.0 0.720 0:670 Standard Window Left (E) 30.0 .0.720 0.670 Standard Door Left (E) 33.3: 0.550 0.650 Standard Window Back (S) 12.0 0.630 0.720 Standard Window' Right (W) .12.0 0.720 0.670 Standard Window Right (W) 16.0. 0.720 0.670 Standard window Right (W) 20.0 0.720 0.670 Standard Over - Exterior hang/ Shading Fins Standard None Standard None Standard None Standard None Standard None Standard None Standard None Standard None Standard None FROM_: Christensen/T-24/CPBEC FRX,NO. : 909 763 0522 Oct. 07 1999 01:50PM P3 CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R Project Title.......... Mesquite Adobe Date__i6/67/99 1.a•�7.,e MICROPAS5 v5.00 File-MESQ10 7 Wth-CTZ15S92 Program -FORM CF -1R User#-MP1017 User -Carole —Christensen Run-drp80.10R1.1Fal..38.4 SLAB SURFACES Area Slab Type (sf) Standard Slab 1409 HVAC SYSTEMS Equipment Type Minimum Duct Duct Tested Duct Efficiency Location R -value Leakage ACCA Manual Thermostat D Type Furnace 0.800 AFUE Attic R-4.2 No No Setback. ACSplit 10.00 SEER Attic R-4.2 No No Setback WATER HEATING SYSTEMS Number Tank External. Tank Type in Energy Heater Type Distribution Type System- Factor Size (gal) Insulation R -value Water Heater to meet minimum CEC Standards SPECIAL FEATURES AND MODELING ASSUMPTIONS ***'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 is a multiple orientation building with no orientation restrictions. This printout is for the front facing North. REMARKS FROM Christensen/T-24/CABEC FAX NO. 909 763 0522 Oct. 07 1999 01:51PM P4. CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -;1R Project Title........... Mesquite Adobe Date..10/07/99 14.77-ia MICROPAS5 v5.00 File-MESQ10 7 Wth'-&Z15S92 Program -FORM CF -'1R User#-MP1017 User=Carole Christensen Run-drp80.10RllFa1.38.4 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. when this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features Modeling Assumptions section. DESIGNER or OWNER Name.... A.P.Lench, II, President Company. Lendel Ventures, Inc. Address. P.O. Box 450 La Quinta, CA 92253 Phone... (760) 564-1866 License. #638535 Signed.. ate ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.. date DOCUMENTATION AUTHOR Name.... Carole Christensen Company. Carole Christensen Address. 47-596 Lake Canyon Drive Aguanga, CA 92536 Phone... 800-735-8152 Signed.. ate /p --7- 9y Certified Energy Analyst awde Ch&l6r sen, CEPE r r R 98.99.239 CABEC Caftmio Amodotion of WiUng Energy Con"We FROM Christensen/T-24/CABEC FAX NO. : 909 763 0522 Oct. 07 1999 01:51PM P5 MANDATORY MEASURES CHECKLIST: RESIDENTIAL(page 1 oil) MF -1R Note: Lowrise residential buildings subject to the Standards must contuin thsse measures regardless of ncc compliance approach used. Items marked with an asterisk (*)may be superseded by more striagont compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documcros, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. Instructions: Check or initial applicable boxes when completed or enter N/A if not applicable. DESCRIPTION ' DESIGNER ENFORCEMENT Building Envelope Measures: ` §1 OW: Minimum R-19cciliog insulation. § 150(b): Loose fill insulation manufacturer's labeled R -Value. a i • § 150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -value in metal flame walls 40es not apply to exterior mass walls). • § 1$Old): Minimum R-13 raised floor insulation in finned flown. §150(1): Slab edge insulation - water absorption rate no greaterthan 0.3%. water vapor transmission raft no / neater than 2.0 perrdir4h. §119: Insulation specified or installed meets insulation quality standards. Indicate type and form.. §116-0: Fenestration Products, Exterior Doors, and Infiltratiou/Ex0tration Controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field-fabriated)have label with certified U -value, certified Solar Heat Crain Coefficient (SHGC), and infiltration certification. 3. Exterior doori and windows weathetsaippcd; all joints and penetrations caulked and sealed. § 150(g): Vapor buff iers mandatory in Climate Zones 14 and 16 only. § I MO: Special infiltration barrier installed to comply with § 151 meets Commission quality standards. §150(t): Installation of Fireplaces. Decorative Gas Appliances and Gas logs. 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door b. Outside air intake with dumper and Conan► e. Flue damper and control 2. No continuous burning gas pilot lights allowed. Space Conditioning, Water Heating and Plumbing System Measures: §110-1113: H VAC equipment, water heaters, showerheeds and faucets certified by the Conunlssion. §150(h): Heating and/or cooling loads calculated in accordance with ASHRAC•. SMACNA or ACCA- I50(i): Setback thermostat on all applicable heating and/or cooling systems. §1500): Pipe and tank insulation 1. Storage gas water heaters rated with an Energy Factor less than 0.56 must be externally wrapped with insulation having an installed thermal resistance of R-12 or greater. 2. First:5 fat of pipes closest to water heater tuck, non -recirculating systems, insulated (R4 or greater) 3. Back-up tanks for solar system, unfired storage tanks, or other indirect hot water tanks have R-12 COMM insulation or R-16 combined intemal/extemal insulation. o. All buried or exposed piping insulated in recirculating sections of hot water systems. S. Cooling system piping below SY F insulated. 6. Piping insulated between heating source and indirect hot water tank. July 1, 1999 FROM.: Chri•StenSen/T-24/CABEC FAX NO. : 909 763 0522 Oct. 07 1999 01:52PM P6 MANDATORY .MEASURES CHECKLIST.- RESIDENTIAL ftr 2 of 2) MF -1R Note: Lowrise residential buildings subject to the Standards must comain.thesc measures regardless of the compliance approach used. items marked with an asterisk_(•) may be superseded by more stringent Compliance.requirertlents listed on the Ccctiftcatc of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all panics as minimum component performance spccifieariostc for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. Instructions: Check or initial applicable boxes when completed or enter N/A if not applicable. DESCRIPTION DESIGNER : ENFORCEMENT Space Conditioning, Water Heating and Plumbing System Measures: (continued) § 150(m): Ducts and Pans I. Alt ducts and plenums constructed, insWled, insulated, listened, and scaled to comply with the ICBG 1997 UMC sections 601 and 603; duds' insulated to a minimum installed R-4.2 or duce enclosed entirely wifiin conditioned space. Openings shall be healed with mastic, tape, aerosol sealant or other duct closure system that meets the applicable mquircmettts of UL191, ULI BIA, or ULISIB and other applicable specified tests for longevity given in jIWm).. 2. Exhaust fan systems have back draft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually / operated dampers. §114: Pool and Spa Heating Systems and Equipment 1. System is certS W with 79% thermal efficiency, on-off switch, weatherproof oretating instructions, no electric resistance hating and no pilot light 2. System is installed with: a. At least 36" of pipe between filter and heater All fume solar healing. b. Cover for outdoor pools or outdoor spas. 3. Pool systern has directional inlets and a circulation pump time switch. § I 1 S: Gas fired central furnaces, pool heaters, spa hcurn or household cooking appliance, have no continuously bumio ' ilot light- (Exception: Non -electrical cooking a liances with pilot < 150 Atuthr Lighting Measures: 150(k)l.: Luminaires for general lighting in kitchens shall have lamps with an efficacy of 40 Iunwi Vwwt or greater for gcncrnl lighting in kitchens. This general lighting shall be controlled by a switch on a readily accessible lighting control panel at an.entrmce to the kitchen. § I50(k)2.: Rooms with a shower or bathtub must either have at least one luminaire with lamps with an efficacy of 40 Iwaenslwatt or greater switched at the entrance to the room or one of the alternatives to this requirement allowed in §t50(k)2.; and recessed ceiling fixtures arc IC insulation cover roved. July 1,1999 FROM : Christensen/T-24/CABEC FAX NO. : 909 763 0522 Oct. 07 1999 01:53PM P7 COMPUTER METHOD SUMMARY Page 1 C -2R Project Title.......... Mesquite Adobe Date..10/07/99 14:27:14 Project Address........ La Quinta, CA *v5.00* Documentation Author... Carole Christensen ******* Bui sng Permit Carole Christensen 47-596 Lake Canyon Drive Plan Che Date Aguanga, CA 92536 800-735-8152 Fie ecate Climate Zone. ..... 15 Compliance Method...... MICROPASS v5.00. for 1999 Standards by Enercomp, Inc. MICROPAS5 v5.00 File-ME3Q10 7 Wth-CTZ15S92 Program -FORM C -2R User#-MP1017 User -Carole Christensen Run-drp80.10R11Fa1.36.4 GENERAL INFORMATION Conditioned_ Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Building Stories. Weather Data Type.......... Floor Construction Type.... Number of Building Zones... 1409 sf Single Family Detached New Cardinal - N,E,S,W 1 1 ReducedYear Slab On Grade 1 MICROPASS ENERGY USE SUMMARY Energy Use (kBtu/sf-yr) Standard Proposed Compliance Design Design Margin Space Heating.......... `3.55 3.01 0.54 Space Cooling .......... 46.30 50.20 -3.90 Water Heating.......... 16.47 16.47 0.00 North Total 66.32 69.68 -3.36 Space Heating.......... 3.55 2.44 1.11 Space Cooling.......... 46.30 46.84 -0.54 Water Heating.......... 16.47 16.47 0.00 East Total 66.32 65.75 0.57 Space Heating.......... 3.55 2.92 0.63 Space Cooling.......... 46.30 50.62 -4.32 Water Heating .......... 16.47 16.47 0.00 South Total 6.6.32 70.01 -3.69 Space Heating. ....... 3.55 3.12 0.43 Space Cooling.......... 46.30 44.31 1.99 Water Heating........... 16.47 16.47 0.00 West Total 66.32 63.90 2.42 *** Building does not comply with Computer Performance *** GENERAL INFORMATION Conditioned_ Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Building Stories. Weather Data Type.......... Floor Construction Type.... Number of Building Zones... 1409 sf Single Family Detached New Cardinal - N,E,S,W 1 1 ReducedYear Slab On Grade 1 FROM ChristenseniT-24iCABEC FAX N0. 909 763 0522 Oct. 07 1999 01:53PM P8 COMPUTER METHOD SUMMARY Page 2 C -:2R Project Title.......... Mesquite, Adobe Date..10/07/99 14:27::14 MICROPASS v5.00 File-MESQ10 7 Wth-CTZ15S92 Program -FORM C -2R User#-MP1017 User -Carole Christensen .Run-drp80.lOR1iFa1.38.4 Conditioned Volume....... 13526 cf Slab -On -Grade Area......... 1409 sf Glazing Percentage......... 12.9 � of floor area Average Glazing U -value.... 0.65 Btu/hr-sf-F Average G1a2ing SHGC....... 0.67 Average Ceiling Height..... 9.6 ft BUILDING ZONE INFORMATION Floor # of Vent Vent Air Area Volume Dwell Cond- Thermostat Height Area .Leakage Zone Type (sf) (cf) Units itioned Type (ft) (sf) Credit HOUSE Residence 1409 13526 .1.00 Yes Setback 2.0 Standard No OPAQUE SURFACES Surface Area {sf) U- value Insul R-val Act Azm Tilt Solar. Gains Form 3 Reference Location/ R-val Gains Location/Comments HOUSE 0.650 0 90 Standard/0.76 Standard/0.68 Comments HOUSE 0.900 R-0 No to outside 12 SlabEdge 115 0.720 R-0 No 1 2 Wall Wall 57 0.065 15.61 0 90 Yes W11.2X4.16FA 0.500 3 Wall 20 „0.065 15.61 315 90 No W11.2X4.16FA 0.630 4 Wall 20 0.065 15.61 45 90 Yes W11.2X4.16FA 5 Wall 459 0.065 15.61 90 90 Yes W11.2X4.16FA 6 Wall 323 0.065 15.61 180 90 Yes W11.2X4,16FA 361 0.065 15:61 270 90 Yes W11.2X4.16FA 7 8 Wall Roof 350 0.095 11 0 90 No GARWALLRII to garage 9 Door 1412 0.025 38 n/a 0 Yes R.38.2X4.24F Attic 10 Door 17 20 0.330 0.330 0 0 0 90 90 No None solid wood 90 Yes None solid wood PERIMETER LOSSES Orientation xpUSE 1 Window 2 Door. 3 Window 4 Window 5 Door 6 Window FENESTRATION SURFACES Area U- Act Exterior Shade Interior Shade (sf) Value SHGC Azm Tilt :Type/SHGC Type/SHGC Left Length F2 Insul Solar 90 Surface � (ft) Factor R-val Gains Location/Comments HOUSE 0.650 0 90 Standard/0.76 Standard/0.68 it SlabEdge 27 0.900 R-0 No to outside 12 SlabEdge 115 0.720 R-0 No to outside 13 SlabEdge 14 0.550 R-0 No to garage 14 SlabEdge 21 0.500 R-0 No to garage Orientation xpUSE 1 Window 2 Door. 3 Window 4 Window 5 Door 6 Window FENESTRATION SURFACES Area U- Act Exterior Shade Interior Shade (sf) Value SHGC Azm Tilt :Type/SHGC Type/SHGC Left (E) 16.0 0.720 0.670 90 90 .Standard/0.76 Standard/0.68 Front (N) 33.3 0.550 0.650 0 90 Standard/0.76 Standard/0.68 Left (E) 9.0 0.720 0.670 90 90 Standard/0.76 Standard/0.68 Left (E) 30.0 0.720 0.670 90 90 Standard/0.76 Standard/0.68 Left {E) 33.3 0.550 0.650 90 90 Standard/0.76 Standard/0.68 Back (S) 12.0 0.630 0.720 180 90 Standard/0..76 Standard/0.68 FROM : Christensen/T-24/CABEC FAX N0. : 909 763 0522 Oct. 07 1999 01:54PM P9 COMPUTER METHOD SUMMARY Page 3 g C -2R Project Title.......... Mesquite Adobe Date. .10/07/99 14:27:14 MICROPASS v5.00 File-MESQ10 7 Wth-CTZ15S92 Program -FORM C -2R User#t-MP1017 User -Carole Z!hristensen Run-drp80.10RIlFal.38.4 FENESTRATION SURFACES Orientation Area (sf) .U= Value SHGC Act Azm Tilt Exterior Shade Type/SHGC Interior Shade .Type/SHGC 7 Window 8 Window Right (W) Right (W) 12.0 16.0 0.720 0.720 0.670 .270 90 Standard/0.76 Standard/0..68 9 window Right (W) 20.0 0.720 0.670 0.670 270 270 90 90 Standard/0.76 Standard/0.76 Standard/0.68 Standard/0.68 Minimum System Type Efficiency HOUSE Furnace 0.800 AFUE ACSplit 10.00 SEER SLAB SURFACES Slab Type Area ,(sf) HOUSE Standard Slab 1409 HVAC SYSTEMS Duct Duct Tested Duct ACOA Duct Location R -value Leakage Manual D Eff Attic R-4.2 No No 0.743 Attic R-4.2 No No 0.596 WATER HEATING SYSTEMS Number Tank External in Energy Tank Type Heater Type Distribution T S Size Insulation YPe SyStem Factor (gal) R -value Water Heater to meet minimum CEC Standards SPECIAL FEATURES AND MODELING ASSUMPTIONS. *** 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 is a multiple orientation building with no orientation restrictions. This printout is for the front facing North. REMARKS FROM Christensen/T-24/CABEC FAX NO. 909 763 0522 Oct. 07 19% 01:54PM ,P.10 CONSTRUCTION ASSEMBLY Page 1 3R Project Title.......... Mesquite Adobe 1AA'7QM MICROPAS5 v5.00 File-MESQ10 7 Wth-CTZ15S92Program-FORM 3R User#-MP1017 User -Carole Christensen Run -drp80.1OR11Fal.38.4 Sketch of Construction Assembly Parallel Path Method Reference Name. W11.2X4..16FA Description . Wal1R-11 2x4 160clinFalc Type wall R -Value .. 15.61 Hr-sf-F/Btu Framing Material ..... FIR.2X4 Type ... . Wood Description :. 2x4 fir Spacing 16 inches -on center Framing Frac.. 0.15 LIST OF CONSTRUCTION COMPONENTS Material Cavity Frame Name Description R=Value R -Value 0. FILM. EX Exterior air film:. winter value 1. STUCCO.0.88 0.875 in stucco 2. BLDG.PAPER Building paper (felt) 3. R 4.61 RIGID R-4.61 Insulated Sheathing 4c. BATT.R11 R-11 batt insul (cavity 3.5 in) 4f. FIR.2X4 2x4 fir 5. GYP.0.50 0.50 in gypsum or plasterboard I. FILM.IN.WLL Inside air film: heat sideways Total Unadjusted R -Values FRAMING ADJUSTMENT CALCULATION C 0.17 0.17 0.17 0.17' 0.06 0.06 4.61 4.61 11.00 -- 3.46 0.45 0.45 0.68 0.68 17.15 9.61 avity Framing Total U -Value: (1 /• 17.15 x 0.85) + (1 / 9.61 x 0.15) 0 065 Btu/hr-sf-F Total R -Value: 1 / 0.065 _ 15.34 hr-sf-F/Btu FROM Christensen/T-24/CABEC FAX NO. 909 763 0522 Oct. 071999 01:55PM P:11 CONSTRUCTION ASSEMBLY Page 2 3R Project Title.......... Mesquite Adobe Date..10/07/99 14:27;14 MICROPAS5 v5.00 File-MESQ10 7 Wth-C.TZ15S92 Program -FORM 3R User#-MP1017 User -Carole 'Christensen Run-drp80..10R11Fal.38.4 Parallel path Method Reference Name . GARWALLRII; Description . Wall R -11.2x4 16oc' Type ............ Wall R -Value ......... 11 Hr-sf-F/Btu Framing Material . FIR.2X4 Type ......... Wood Description .. 2x4 fir Spacing...... 16 inches on center Framing .Frac .. 0..15 Sketch of Construction Assembly LIST OF CONSTRUCTION COMPONENTS Material.Cavity Name Description Frame R -Value R -Value 0. 1. FILM.EX GYP.0.50 Exterior air film: winter value 0.50 in 0.17 0.17 2. BLDG.PAPER gypsum'or plaster board Building paper (felt) 0:45 0.45 30. BATT.R11 R-11 batt insul (cavity = 3.5 in)11. 0.06 GO 0.06- 3f. FIR.2X4 2x4 fir 4. I. GYP.0.50 FILM.IN.WLL 0.50 in gypsum or plaster board Inside air film: heat sideways -- 0.45 3.46 0.45 -0:68 0.68 Total Unadjusted R -Values 12.81 5.27 FRAMING ADJUSTMENT CALCULATION Cavity U -Value: (1 / 12.81 x 0:85) + (1 Total R -Value: Framing Total FROM : ChristenSen/T-24/CPMC FAX NO. 909 763 0522 Oct. 07 1999 01:56PM P12 CONSTRUCTION ASSEMBLY Page 3 3R Project Title.......... Mesquite Adobe Date. .10/07/99 14:27:14 MICROPASS v5.00 File-MESQ10 7 Wth-CTZ15S92Program-FORM 3R User#-MP1017 User -Carole Christensen Run_ drp80.1OR11Fa1.38.4 Parallel Path Method Reference Name . R.38:2X4.24F i Description .... Roof'R-38 2x4 24oc Type ........... Roof R -Value ........ 38 Hr-sf-F/Btu Framing f Material ..... FIR.2X4 Type ......... Wood ' Description .. 2x4 fir Spacing ...... 24 inches on'center Framing Frac.. 0.07 Sketch of Construction Assembly LIST OF CONSTRUCTION COMPONENTS Material Name Description 0. 1. FILM.EX BUILTUP.0.38 Exterior air film: winter value 0.375 in built-up 2. BLDG.PAPER roofing Building paper (felt) 3. PLY.0.50 0.50 in plywood 4: 5. AIR.RF.3.50 BATT.R27.0 3.5 in & greater air space: heat flow up R-27 batt insulation 6c. 6f. BATT.RII.0 R-11 batt insul (cavity > 3.5 in) 27.00 FIR.2X4 2x4 fir 7. I. GYP -0.63 FILM.IN.RF 0.625 in gypsum or plaster board Inside air film: heat flow 0.56- 0.61 straight.up Total Unadjusted R -Values FRAMING ADJUSTMENT CALCULATION Cavity U -Value: (1 / 41.15 x .0.93) + (1 / t Total R -Value: Framing Cavity Frame •R -Value R -Value 0.17 0.17 0.33 0.33 0.06 0.06 0.62 0.62 0.80 0.80 27.00 27.00 11.00 -- 3.46. 0.56 0.56- 0.61 0.61 41.15 . 33.62 Total 33.62 x 0.07) = 0.025 Btu/hr-sf-F 1./ 0.025 = 40.51 hr-sf-F/Btu FROM : Christensen/T-24/CABEC FAX NO. : 909 763 0522 Oct. 07 1999 01:56PM P13 HVAC SIZING Page 1 HVAC';Y_'; Project Title.......... Mesquite Adobe Pro3ect Date..10/07/99 14:27 Address........ :14..!" La Documentation Author... CarolenChristensen CA *v*00* Carole Christensen 47-596'Lake Canyon Drive Aguanga, CA 92536 Climate Zone. 800-735-8152 15 Compliance Method....., MICROPAS5 v5.00 for'1999 Standards Plan C ec ate !Fie ecDate by Enercomp, Inc MICROPA55 v5.00 File-MESQ10 7 Wth-CTZ15S92. Program -HVAC SIZING User#-MP1017 User -Carole Christensen Run-drp80.10R11Fal.38.4 GENERAL INFORMATION Floor Area.......... 1409 sf Volume...... 13526 cf Front Orientation.......... Front Facing O deg (N) Sizing Location....... PALM DESERT Latitude... 33.7 degrees Winter'Outside Design...... 32 F Winter.Inside Design:...... 70 F Summer Outside Design...... 112 F Summer.Inside Design..:.... 78 F Summer Range. .. ... 34 F Interior Shading Used.. No Exterior Shading Used...... No Overhang Shading Used...... No Latent Load Fraction....... 0.20 Description HEATING AND COOLING LOAD SUMMARy Heating (Btuh) Opaque Conduction and Solar...... 10880 Glazing Conduction............... .4499 Glazing Solar.............. n/a Infiltration. .. ........... 7142 Internal Gain....,,,,,.,,,,_ n/a Ducts ............................ 2252 Cooling (Stuh) 5616 4025 8611 4727 2550 2553 Sensible Load .................... . 24773 28081 Latent Load ...................... n/a Minimum Total Load 24773 5616 33697 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, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered: It is the HVAC designers responsibility to consider all factors when selecting the HVAC equipment. FROM ChristenseniT-24/CABEC FAX NO. : 909 763 0522 Oct. 07 1999 01:57PM _P14 HVAC SIZING Page 2 HVAC Project Title.......... Mesquite Adobe Date..10/07/99 14:27:14 MICROPAS5 v5.00 File-MESQ10 7 Wth-CTZ15S92 Program -HVAC SIZING User#-MP1017 User -Carole Christensen Run-drp80.10R11Fal.38.4 GENERAL INFORMATION Floor Area......... 1409 sf Volume........ Front Orientation...;.... 13526 cf .Front Sizing Location......... 7.. Facing PALM DESERT 90 deg (E) Latitude........ Winter Outside Design...... 33.7 degrees 32 Winter Inside Design.. F 70 F Summer Outside Design...... 112 F Summer Inside Design....... 78 F Summer Range. ....... 34 F Interior Shading Used...... No Exterior Shading Used...... No Overhang Shading Used...... No Latent Load Fraction....... .0.20 HEATING AND COOLING LOAD SUMMARY Description Heating Cooling (Btuh) (Btuh) Opaque Conduction and Solar...... Glazing Conduction ............:.. 10880 5616 Glazing Solar ............... ..... 4499 n/a 4025 Infiltration $446 ............... . ..... Internal Gain 7142 4727 . ........... Ducts n/a 2550 .......................... 2252 2236 Sensible Load .................... 24773 24600 Latent Load ...................... n/a 4920 Minimum Total Load 24773 29520 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, 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.. FROM Christensen/T-24/CABEC FAX NO. : 909 763 0522 Oct. 07 1999 01:.57PM P15 HVAC SIZING Page 3 HVAC Project Title.......... Mesquite Adobe natP__1n/n7/oo ,d.7-l.1A MICROPAS5 V5.00 File-MESQ10_7 Wth-CTZ15S92 Program -HVAC SIZING User#-MP1017 User -Carole Christensen Run-drp80.10R11Fal.38.4 GENERAL INFORMATION Floor Area_ 1409 sf Volume ....... _ ............ , 13526 cf Front Orientation ......... i. Sizing Location Front Facing 180 deg (S) ...... _:.... Latitude.__. ..... PALM DESERT 33.7 degrees Winter Outside Design:..... 32 F Winter Inside Design....... 70 F Summer Outside Design...... 112 F Summer Inside Design .......78 F Summer Range . ............. 34.F Interior Shading Used...... No Exterior Shading Used...... No Overhang Shading Used...... No Latent Load Fraction ....... 0.20 HEATING AND COOLING LOAD SUMMARY Description Heating (Btuh) Cooling (Btuh) Opaque Conduction and Solar...... 10880 5616 Glazing Conduction ............... 4499 4025 Glazing Solar .................... n/a 8875 Infiltration ..................... 7142 4727 Internal Gain .................... n/a 2550 Ducts ............................ 2252 2579 Sensible Load ...................... 24773 28372 Latent Load ...................... n/a .5674. Minimum Total Load 24773 34046 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, 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. FROM Christensen/T-24/CPMEC FAX N0. :.909 763 0522 Oct. 07 1999 01:58PM P16 u HVAC SIZING Page 4 HVAC Project Title.......... Mesquite Adobe nate In/n'7/00 , , MICROPAS5 v5.00 File-MESQ10 7 Wth-CTZ15S92 Program -HVAC SIZING User#-MP1017 User -Carole Christensen Run-drp80.1OR11Fal.38.4 GENERAL INFORMATION Floor Area.............. 1409 sf Volume.. ..... ....... 13526 cf Front Orientation ... ...... ..iFront Facing 270 deg (W) Sizing Location............ PALM DESERT Latitude.... ...... 33.7 degrees Winter Outside Design....... 32 F Winter Inside Design.:..... 70 F -Summer Outside Design...... 112 F Summer Inside Design......: 78 F Summer Range. ... 34 F Interior Shading Used.. No Exterior Shading Used.......No Overhang Shading Used...... No Latent Load Fraction......:'0,20 HEATING AND COOLING LOAD SUMMARY Heating Cooling Description (Btuh) (Btuh) Opaque Conduction and Solar.-.'.... 10880 5616 Glazing Conduction*............... 4499 4025 Glazing Solar........ .......... n/a 4912 Infiltration............ .... 7142 4727, Internal Gain................. n/a 2550 Ducts ................................ 2252 2183 Sensible Load.... ........... 24773" 24012 Latent Load............ ...... n/a 4802 Minimum Total Load 24773 28815 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, 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. FROM Christensen_/T-24/CABEC FAX NO..: 909763 0522 Oct. 07 1999 01:58PM P17 09.03, @o W:2 Xarketing3ukport �ou� .7-99 ?4SL59des All Mieum Window ri VQuo A nots. Model StlAt3 240 SS Horizontal Soder Clear/Alr/Ckar .72 w/Grids .61 Clear/ArgoNClau .70 .67 W/ Grids .61 Clear/LowFJClewr .47 .35 w/ Grids .35 Clr/LowvArVcir s3 33 wJ Gri&.35 aaOSH Siagit Hu.ng Cletar/AIr/Cleo .72 .b1 w/ •Grids .61 Clear/Argon/Clar .70 w/ Grids .61' Clenr/LowE/Clear .57 .38 w/ Grids .35 CIr/LowE/Arg/Cir .53 .33 w/ Grids .34- 34240P 240P i'icture Window CItar/A#r/Ckar .63 ?2 wi Grids .66 Clear/Argoa/Clear .60 w/ Grids .66 CIemr/LowFJCk=r .4S 40 wl Grids .37 Clr/LowFJArg/CJr .41 .40 w/ Grids .3 Philips Products uses SFecrrally Selective I an6E CoaaiAp ■ - low -, � Job No. oi Phone (760) 343-3461 Name Fax (760) 343-3491 Project PUn j� WESTERN INSPECTION SERVICE 4 s PREFABRICAM TRUSSM " pl�w r - DM nis� . / i• AMtESSZ • • iM, Pulm MNUFAMURE, • C.ia. W a ••. INSPECTION AS PER UNIFORM BUILD=CODE 57AIMARDSa C.2343 and in A=)RDANCjE WITH ENGnMMM PLAN SPE=CATIONS. ORDER ISI .'/OR MME L(}D17�% LT/ D r I,UQR))- nal La Alf,.,,, , Yli�h � v . P),o -, . ja.... DI_ C3 v P.O. BMC 25251 PMMAND,O MON 97298 a e 7 e/ o SIGNAZUREL!�e 503/643-5916 FAX 503/641-7211 New ►11•; m •g jo • - e a ••. • e r. � -- ._. • •• n ►•.� ft'"131A ORDER ISI .'/OR MME L(}D17�% LT/ D r I,UQR))- nal La Alf,.,,, , Yli�h � v . P),o -, . ja.... DI_ C3 v P.O. BMC 25251 PMMAND,O MON 97298 a e 7 e/ o SIGNAZUREL!�e 503/643-5916 FAX 503/641-7211 Roofline 3D Layout W A L �v000v Systems i m Customer: CORONEL TH, Chk: BR BY Wa 12-0-0 ere 21-5-0 el TRUSSWORKS 343-3461 CORONEL CONSTRUCTION THE MESQUITE ADOBE PLAN MA -2 LA QUINTA, CA Jobname: 190901 Customer: CORONEL Dsgut: MAC Chk: BR TC Live . 20.0 psf TC Dead 20.0 psf BC Live .0 psf BC Dead 5.0 psf TOTAL 45.0 nsf WO: 190901 Date : 9/09/99 DurFac - Lbr: 1.25 DurFac - Plt: 1.25 O.C. Spacing: 24.0" Design Criteria: UBC N Components : 34 ob Name: CORONEL CONST. - PLAN MA -2 Truss ID: Al 7 Drw : BI- 10- . X -IOC 'REACT SIZE REQ'D 1-12 1087 3.50 1.79" 70P CHM 2x4 HF 1650F-1.SE B7r �� 2x4 HF 1650F-1.SE 1x4 rzrtirl3cus lateral VEB brd[7ilg (QB), ® Chk: BR 2 23- 8- 4 1087 3.50" 1.79" FIEB 2x3 SPF SIUD railed w/2 -10d, located far egialsegments. CR 3x4 'T" brace nailed flat to edge of veb- verified by the component manufacturer and/or building designer prior to fabrication. The building designer shall ascertain that the lords utilized on Dag=: MAC TRU SWAL 2x4 HF 165017-1.513 1-7, 2-7 w/ 8d at 8" o.c. CR a scab (same as web) DurFacs L=1.25 P=1.25 TC RRCE AXL EM tSI 11-6 nailed to face of web w/10d at 8" o.c. If TC Dead 20.0 paf 1 10 .00 .34 .34 Phar' f spec ANSI/`PPI - 1995 2 are required, attadh IT, to both ed� or standards: 'TRUSCOM MANUAL', by Truswal, 'QUALITY CONTROL STANDARD FOR METAL PLATE CONNECTED WOOD TRUSSES' - 2 -3355 .09 .30 .39 PLAZE VAL PER Its RE IF�E�')#1607. scab to both faa�. If 3 or more are req., 1101 N. Great S.W. Pkwy., Arlington TX 76011 3 -3447 .10 .32 .42 Drainage mwt be pro✓id�i to avid parlitzg. use QB. 'T" or scab trust be 90;; of w!b ARCHITE&F6i fltWIPICK N 4 5 -1688 .02 .32 .34 PLA= BASED CN GREEN LL14MR VALLES. EYId designed for letx3th, and 2x6 ,if � is > 14'-0". Lbe THIS PROFESSIONAL TRUSS TO CARRY THE APPLIED -6 " .00 .23 .23 verticals audal loads auly. Etld verticals that are eDterxbd above stress -graded luTber & box or ca mn nails. IS TO VERIFY THIS THE INPUT LOADS AND DIMENSIONS `NER BC I= AXL RM CSI below the truss profile (if arty) may require LOADS. OTHERS AND SHALL BE VERIFIED 1 2 3159 3781 .47 .10 .57 additicral design consicierat an (bj others) for lateral foams due to PROVIDED BY THE SPECIFIC APPLICATION .56 .10 .66 wind or seismicAND APPROVED FOR 2899 lis m t1m PROJECT DESIGN PROFESSIONAL. 4 .13 .03 .16 BY THE DAB F= CSI 4IHB I= CSI 1-7 -194 .02 4-9 626 .49 2-7 -3269 .55 4-10 -1402 .85 2-8 299 .23 5-10 1087 .84 3-8 3-9 -470 -426 .41 5-11 -1381 .57 6-31 -6 IBX LUI=CN .18 .00 L/999 IN A1FM 8-9 (LIVE) - Lr- -.23" D= -.291111- -.52" = Joint Locations = 1 0- 0- 0 7 0- 0- 0 2 5- 5-11 8 6- 6-13 3 10-11- 5 9 13- 1-10 4 16- 5- 0 10 19- 8- 6 5 21-10-11 11 23-10- 0 5-5-11� 5-511 5-5-11 t 5-511 6 23-10- 0 5-5-11 10-11-5 16-5-0 21-10-11 1 2 4 5 6 3-12 , 3-5 T f-5-13 1 0 -ago o-;; 0 23-10-0 7 8 9 10 119 -09 -or 0 - 6-6-13 t 6-6-13 6-613 4-1-10� STUB 6-6-13 13-1-10 19-8-6 23-10-0 \G� SED ARCII 117_ Robert S: Alcu rac N0. 0381 9/ 9/99 All plates are 20 gauge Truswal Connectors unless preceded by 11181, for 18 gauge or "H" for 16 gauge. Scale: 3/16" = 1' WARNING Read all notes'on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: .EJ. WO: 190901 This design is for an individual building component. It has been based on specifications provided by the component manufacturer and done in Chk: BR ® accordance with the current versions of TPI and APPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer shall ascertain that the lords utilized on Dag=: MAC TRU SWAL this design meet or exceed the landing imposed by the local building code. It is assumed that the top chord is laterally braced by the roof or floor TC Live 20.0 psf DurFacs L=1.25 P=1.25 sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that will cause the moisture TC Dead 20.0 paf Rep blbr Bnd 1.15 ® SYSTEMS content of the wood exceed 19% and/or rause connector plate corrosion. Fabricate, handle, install and brace this truss in accordance with the following BC Live paf O.C. Spacing 2- 0- 0 standards: 'TRUSCOM MANUAL', by Truswal, 'QUALITY CONTROL STANDARD FOR METAL PLATE CONNECTED WOOD TRUSSES' - .0 (QST -88), 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES'- (HIB -91) and 'HIB -91 SUMMARY BC Dead 5.0 psf Design Spec UBC 1101 N. Great S.W. Pkwy., Arlington TX 76011 SHEET' by TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Paper - Association (AFPA) is located at 1250 Connecticut Ave, NW, Ste 200, Washington, DC 20036. TOTAL 45.0 paf Sega 03.19.99- 0 Job Name: CORONEL CONST. - PLAN MA -2 Truss 'ID: AZ 22 Drw : EM , X -IDC •1EXT SIZE IM'D 1 0- 1-12 1493 3.50 2.46 I8d 'IDP CMM 2x4 HF 1650F -1.5E Wr CElM 2,4 HF SS 1x4 csrti lx= lateral I.,¢B brajtiq (QB) ® This design is for an individual building component. It has been based on specifications provided by the component manufacturer and done in 2 32- 8- 4 1493 3.50" 2.46" 2x4 HF 1650F -1.5E 11-13 nailed w/2 -10d, lasted for e4-1al segret- s. CR 1x4 -T, brace railed flat to edge of web accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be FEB 2x3 SPF SILD w/ at 8" o.e. CRa scab (eane as web) TC FLRCE AXL END CSI 2x4 HF 1650F-1.SE 8-1, 8-2 railed to face of web w/10d at 8" o.c. If sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for lateral 1 10 .00 .36 .36 6-13, 13-7 2 are regrized, attach 'T" to both edges'cr Rep Mbr Bnd 1.15 2 -5108 .28 .29 .57 Plating spec : MEI'M - 1995 scab to bcth faces. If 3 or more are zaq., THIS PROFESSIONAL ARCHI�E6TB J§fgyjFfogrION 3 -6416 4 -5570 .48 .34 .42 .90. .33 .68 PLATE VAIT PM ICBO REMURCH RQUU #1607. Drainage mist be provided to avoid use CtB. 'I"' or scab mist be 90?k of web length, and 2x6 if web is > 14'-0". Lie IS TO VERIFY THIS TRUSS TO CARRY THE APF�LI B 5 -3326 .09 .37 .46 PLA= EASED CN ci�IIl I NBER VA=. stress -graded lumber & bmc or cxmmi rails. LOADS. THE INPUT LOADS AND DIMENSIONS `HERE 6 -10 .00 .37 .37 End verticals designed fon axial loads only. PROVIDED BY OTHERS AND SHALL BE VERIFIED End �� are �' lEd above or BC FLRC£ AXL � CSI below the fives profile (if any) may ra++;*+> l s pr AND APPROVED FOR THE SPECIFIC APPLICATION 1 4652 .53 .09 .62 additional design cortsidezation ON ckl;) BY THE PROJECT DESIGN PROFESSIONAL. 2 6361 .72 .11 .83 for latexal farces dee to wind or sem c 3 6343 .72 .10 .81 1 on the b"1d' 4 5017 .75 .08 .83 5 2809 .42 AV .49 VM F=. CSI Vn Fly CSI 1-8 -197 .02 4-11 -907 .55 2-8 -4815 2-9 716 .80 5-11744 .58 5-12 -1902 NAAX rUIFDI•IIN (span) 3-9 -1363 .56 .63 .91 6-12 1050 .82 L/ 629 IN MEM 10-11 (LIVE) 3-10 50 .04 6-13 -3083 .56 -.62" D= -.77" T`(LOS) " 4-10 68 .05 7-13 -177 .02 = Joint Locations = 1 0- 0- 0 8 0- 0- 0 2 5- 5-11 9 6- 6-13 3 10-11- 5 10 13- 1-10 4 16- 5- 0 11 19- 8- 6 5 21-10-11 12 26- 3- 3 5-5-11� 5-5-11 5-5-11� 5-5-11 5-5-11 5-5-11� 6 27- 4- 5 13 32-10- 0 _ 7 32-10- 0 5-5-11 10-11-5 16-5-0. 21-10-11 27-4-5 32-10-0 T 2-10 1- 11-6-0 4 -ll 4-10 1 2 3 4 5 .50 6 7 0-;-0. 0-;-0 32-10-0 8 9 10 11 12 13 ' 6-6-13 6-6-13 6-6-13� 6-6-13� 6-6-13� 6-6-13 13-1-10 19-8-6 26-3-3 32-10-0 T 10-4 1 9/9/99 All plates are 20 gauge Truswal Connectors unless preceded by."18" for 18 gauge or "H" for 16 gauge. Scale: 1/8'= 1' WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: .EJ. WO: 190901 This design is for an individual building component. It has been based on specifications provided by the component manufacturer and done in Chk: BR ® accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer shall ascertain that the loads utilized on Dag=: MAC TRU SWAL this design meet or exceed the leading imposed by the local building code. It is assumed that the top chord is laterally braced by the roof or floor TC Live 20.0 psf DurFaes L=1.25 P=1.25 sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that will cause the moisture TC Dead20.0 psf Rep Mbr Bnd 1.15 ® SYSTEMS content of the wood exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in accordance with the following BC Live O.C. Spacing 2- 0- 0 standards: 'TRUSCOM MANUAL', by Truswal, 'QUALITY CONTROL STANDARD FOR METAL PLATE CONNECTED WOOD TRUSSES' - .0 psf (QST -88) 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES'- (HIB -91) and 'HIB -91 SUMMARY BC Dead 5.0 pef Design Spec UBC 1101 N. Greet S.W. Pkwy.. Arlington TX 76011 SHEET' by TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Paper Association (AFPA) is located at 1250 Connecticut Ave, NW, Ste 200, Washington, DC 20036. TOTAL 45.0 psf Segn 03.19.99- 0 Job Name: CORONEL CONST. - PLAN MA -2 Truss ID: A3 5 Drw : EI. 1 • X -IOC 'IiF7i,T 0- 1-12 952 SIZE FEQ'D 3.50 1.57 TOP t -IIID 2x4 HF 1650F -1.5E B7I (3-00 2.4 HF 1650F -1.5E 3x4 cai inrira lateral VM) (QB) I ® railed w/2 -10d, lasted far secgna ts. 4-8 2 20- 8- 4 952 3.50" 1.57" 41FB 2x3 SPF = tat 1x4 "I"' brace nailed flat to edge of mb -1536 .93 2-7 162 .13 2x4 HF 1650F -1.5E 1-6, 2-6 w/ 8d at 8" o.e. CR a scab (sate as mob) .72 TC 1 I= AXL 10 .00 RZ .34 GSI .34 10-5 Platim� q�ec AMI/'M - 1995 Mum railed to face of web w/10d at 8" o.c. If 2 are required, attach 'T" to bath edges or THIS PROFESSIONAL ARCHITECTS CERTIFICATION 2 -2771 .06 .31 .37 PER I� Fri FE' #1607. scab to both faces. If 3 to titre are VERIFY THIS TRUSS TO CARRY THE APPLIED 3 -2454 .05 .30 .34 Drainage mist be ded to avoid use C B. 'T" or scab must be 90* of web IS TO DIMENSIONS WERE 4 -406 .00 .30 .30 PLP= BALD IN GREEN I1743M VM=. End verticals designed for mcial loads Ay. a length, arra 2x6 if w& is > 14'-o". ibeLOADS. d lurber & box is earails. stress -graded mai THE INPUT LOADS AND BY OTHERS AND SHALL BE VERIFIED Bc FCFJB AXL END CSI End verticals that are amended above is PROVIDED FOR THE SPECIFIC APPLICATION 1 2 2660 .40 2925 .44 .09 .08 .49 .52 below the truss profile (if arty) tray regaise additional design consideration 0V cUmxs) AND APPROVED PROJECT DESIGN PROFESSIONAL. 3 1729 .26 .06 .32 for Int-e.al ftp telae to wind is seisnuc BY THE 4 0 .00 .04 .04 loads to the h1ildirg. I+SB FCP.C1:r CSI 1VM F= (SI 1-6 -193 .02 4-8 824 .64 2-6 -2753 .46 4-9 -1536 .93 2-7 162 .13 5-9 922 .72 3-3 -177 .15 5-10 -957 .10 3-8 -594 .25 standards: 'TRUSCOM MANUAL', by Truswal, 'QUALITY CONTROL STANDARD FOR METAL PLATE CONNECTED WOOD TRUSSES' - T 2_4_T 11 0 MX DSI CN (spats) • W999 IN M4 7-8 (LIVE) L= -.16" D= -.20" 1-6 -.36" = Joirlt Locations = 1 0- 0- 0 6 0- 0- 0 2 5- 5-11 7 6- 6-13 3 10-11- 5 8 13- 1-10 4 16- 5- 0 9 19- 8- 6 5 20-10- 0 10 20-10- 0 5-5-11 5-5-11 � 5-5-114-5-0_i 5-5-11 10-11-5 16-5-0 20-10-0 1 2 3 4 5 2-4_5 1 0-;;0 0-;;0 20-10-0 I 6 7 8 91012-0-0 6-6-13� 6-613 6-6-13 STUB 6-6-13 13-1-10 19-8-6 All plates are 20 gauge Truswal Connectors unless preceded by "18" for 18 gauge or "HI" for 16 gauge. 9/9/99 Scale: 7/32" = 1' WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: .EJ. WO: 190901 This design is for an individual building component. It has been based on specifications provided by the component manufacturer and done in Chk: BR ® accordance with the current versions of TPI and APPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer shall ascertain that the loads utilized on Dog=: MAC TRI,I SWAL this design meet or exceed the loading imposed by the local building code. It is assumed that the top chord is laterally braced by the roof or floor TC Live 20.0 psf DurBacs L=1.25 P=1.25 sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that will cause the moisture TC Dead 20.0 psf Rep Mbr Brid 1.15 ® SYSTEMS content of the wood exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in accordance with the following BC Live .0 psf O.C. Spacing 2- 0- 0 standards: 'TRUSCOM MANUAL', by Truswal, 'QUALITY CONTROL STANDARD FOR METAL PLATE CONNECTED WOOD TRUSSES' - (QST -88), 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES'- (HIB -91) and 'HIB -91 SUMMARY BC Dead 5.0 psf Design Spec UBC 1101 N. Great S.W. Pkwy., Arlington TX 76011 SHEET' by TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Paper Association (APPA) is located at 1250 Connecticut Ave, NW, Ste 200, Washington, DC 20036. TOTAL 45.0 psf Seqn 03.19.99- 0 Alb plcumbracIl P. U. Ikux 473 • Thousand Palms, 'C,4922 76 :. Architects Phone (760) 343-0048 f�tz (760) 343- 3637 . r March 15, 1999 Trussworks , P O Box 626 Thousand Palms, CA 92276 . Atte: Bob Randolph Dear Bob, In response to inquiries about.the spacing of trusses installed versus the spacing of trusses as designed I would point out that so long as the total dimension found from adding together half the distance from each adjacent truss does not exceed the design spacing, the truss is unaffected. The sheathing spanning between trusses is rated for certain allowable spans, if it's an APA -rated plywood. If these allowable spans are exceeded and the truss'is not overloaded this does not exclude the truss supporting more area than originally intended; some ladder framing should be considered. Individual truss designs for residential construction may allow sufficient redundancy for coping with a number of installation problems without extensive repair or modifications. If I can answer any questions for you,'please don't hesitate to contact me. i Sincerely, ST�t ��kRO g(.oCK 1 i�-G DF,"CAl LS Tl-�l5 IS scp� -� 2,,C-v.�ir x Eh� N,trt �`'�'c.t�D ey 'fRUsswoRKs CA°1,41, 6 "C _ 2K4 a LocK W/ 2K4 TOP c(io2D 2.x6 Bwcx w/ 2x6 TOP r- ffOPD 5(4 0O qw Fcxt LocA TIC44 ONLY SE+t�R TI`•f�t�SFF� �l�4 5(M P5oN A33F /SLY .$(.oCK C)N TtiC DU i SI DE oO LSO o Tt4C LoCATioh INSIDE [;CLQ i i= S?�tF((~f� Dy. AQ -c4( -Cf CT o(Z of 2E.Con SUOPEO 61-ocl< TWIS T�(� P�-u�IC Nc'jri- � � 1 -rf--�05Sc; o2ks 5eC-CIAL oRPFR zx OEVEC. tic ocK A.U6 1 A5 REQ4 i &35F, IF 5PECIFIED �� Q.cµ�TEcrs Pc.�rts� a cvcC- GLOCIZ PETA(L DEADLINES ENGINEERING THESE DETAILS ARE INTENDED TO SHOW MINIMUM REQUIRED CONNECTIONS RECOMMENDED BY TRUSWAL SYSTEMS. THE DETAILS DO NOT REPLACE Oct SUPERSEDE ANY DETAILS SPECIFIED BY A PROJECT ENGINEER OR ARCHITECT 021 A PARTICULAR PROJECT, NOR HAVE THEY BEEN ANALYZED FOR SEISMIC AND WIND FORCES ACTING ON THE CONNEC- TIONS FROM THE RESPONSE OF THE STRUCTURE TO SUCH LOADS. IT IS RECOMMENDED THAT THE APPROVAL OF THE PROJECT ENGINEER OR ARCHITECT BE OBTAINED BEFORE USING THESE DETAILS. BEARING REQUIREMENTS SHOWN ON SPECIFIC TRUSS DESIGNS MUST BE SATISFIED, INCLUDING CONNECTIONS FOR UPLIFT REACTIONS. 1nuoa q U1` rgp-,i TiUN TO EXTERIOR BEARING WALLS TRUSSES @ 24" O.C. (TYP.) A. BLOCK— BLOCK 'fM BLOCK L -STUDS @ O.C. BLOCK 04 CORD T BOT TCP PLATES CHORD SECT- A A TRUSS (TYP.) PROCEDURE: I 1 TOE -NAIL BLOCK TO TRUSS WITH 1=16d CO2�MON NAIL. t..1 2 PLACE NEXT TRUSS AGAINST BLOCK AND TOE -NAIL. TRUSS TO TOP PLATE WITH 2-16d COMMON NAILS. 3 END NAIL THROUGH TRUSS INTO BLOCK WITH 1-'_5d COMMON NAIL. 4 PLACE. NEXT BLOCK AGAINST TRUSS AND REPEAT .STEPS 1 THROUGH 3. 5 BLOCKS MAY BE ATTACHED TO TOP PLATE WITH SIMPSON A35F (OR EQUIV.) FRAMING ANCHORS. SEE MANUFACTURER'S CATALOG FOR DETAILS AND SPECIFICATIONS. TRUSS CONNECTION TO INTERIOR BEARING WALLS 'X' BRACING�� O� B.C. OF TRUSS OR END VERTICAL RUN I� THROUGH TO BEARING. I W_n?,L MUST BE AT HEIGHT SPECIFIED ON THE DESIGN D.:ZAW_'G OR MUST BE SHIMMED TO THE CORRECT HEIGHT. USE 2-16d COMMON NAILS TOE -NAILED INTO THE TOP PLATE •THROUGH EACH TRUSS. DIAGONAL 'X' BRACING IS REQUIRED AT ENDS OF THE BUILDING (OR WALL) AND AT A YA.X . OF 16' INTERVALS ALONG WALL. 'X' BRACING IS MIN. 2X3 MATERIAL WITH 2-8d NAILS EACH END. BLOCKING SIMILAR TO EXTERIOR WALL DETAIL IS RECO�:ENDED. TRUSS CONNECTION TO NON-BEARING PARTITION WALLS WALL PERPENDICULAR TO TRUSS _ . -Z-BOT CHORD 2X �--_-� TOP PLATE It1 SECT. B 1-16d COMMON NAIL OR SI2�SON STC (OR EQUIV. TRUSS CLIP RFNO. CD -1 D 9/10/9 2 DES. BY. L.M. CK. 6Y: ti,� = �, • �,� FSS, M045982 71 xp. 12.31102 �t W; -?,L : ARA.LLEL TO TRUSS 2X4 BLOCKING BOT Cu 2X I SECT. C C �. TOP PLATE] 1-16d COMMON NAIL OR 2 O.C. SIMPSON STC (OR EQUIV.; (T='.) TRUSS CLIP 11•`f Nil... 5_CA�49AR-D (ZooF TRO55 PARAPE-T DETfdriL NOT DE5 l GME D 5 Peru LE r FOR L4TEPAL Q n <f4 H LOP, V5 1 1 �o 20o F Loi rel �c 2_Y_ 4- 916FoN - 2 - S d / -rpo55 . 3X4 K ADD 2-x-4 kc ER , Ra UES (TH A-5 R6QD 4 ')V . 2-x 4- 1\1. 2- OA i(zuss C�MI�f. St�E) ?L SIILI F °E2 iRU55 Et4CtNECRIqG PWS EXTEt4D 11 t N To END VER.Tt C4 . GGNZCRLt�ES tNYt=RSEoT APPkbo . AoqC- oENTE2t.tNE of wte'uJ F-WM AT(t< sOP- EccEN"-(P lC(TY, -)r-- � TN-( 5 tiR"(Nq 5qoW.S TRu55 OEzA.I L5 oNcY. A 2-Y,4- RM' 0o 45 AcRE FoP TRuss �cAcxlt�G. GoNSULT w j CWGIKCPZ .oF REcDP.D FOR PRomz dLwG 4tD P(^ooD DIAP�g46M DE -TAI L5 To TRAN5 M(T L�TQZAL Wo 95, Ai tWED No -m5 / 3-12-q6 S -l- R5/ Wo005TO.c(c PN Date Job Name Client Name DEADLINES ENGINEERING, INC. 12102 Severn Way Riverside, CA 92503 909-340-2510 FAX 909-340-2532 Will ITI. 'Yr t VO 0028710 i EXP 9-3�9$ A 1996 . _CIVIL _„NSP SH. ' of CONSULTING ENGINEERS DEADLINES E N G I N E E R I N G 1 N c. oof Mw Mpluwo n 71N1CN/1 OO+CI. 1 DIM. TO W4CL -- "5p"" . PU5 3 rl L NOTE i t_"A-T WE -6 AND BTM CBO_D- EA- ESD of Trzo55 GGNZCRLt�ES tNYt=RSEoT APPkbo . AoqC- oENTE2t.tNE of wte'uJ F-WM AT(t< sOP- EccEN"-(P lC(TY, -)r-- � TN-( 5 tiR"(Nq 5qoW.S TRu55 OEzA.I L5 oNcY. A 2-Y,4- RM' 0o 45 AcRE FoP TRuss �cAcxlt�G. GoNSULT w j CWGIKCPZ .oF REcDP.D FOR PRomz dLwG 4tD P(^ooD DIAP�g46M DE -TAI L5 To TRAN5 M(T L�TQZAL Wo 95, Ai tWED No -m5 / 3-12-q6 S -l- R5/ Wo005TO.c(c PN Date Job Name Client Name DEADLINES ENGINEERING, INC. 12102 Severn Way Riverside, CA 92503 909-340-2510 FAX 909-340-2532 Will ITI. 'Yr t VO 0028710 i EXP 9-3�9$ A 1996 . _CIVIL _„NSP SH. ' of CONSULTING ENGINEERS DEADLINES E N G I N E E R I N G 1 N c. oof Mw Mpluwo n 71N1CN/1 OO+CI. 6Loc<( �f4 pf-C AAD 2x6 BLK gTWU EAC(f 2-x4 JZ WON JU. - - -- - - - I A35' T( Os5 D`(' . T`R 055 WORKS, ��u. S(�� DTC. DATED MA -Q 12 144 NOTES: , Au. I40R(aotfr4L �Hp VM-nmac.- VE -5104 A44D 14IrlL(NO gY . oTff-P,5, z) ALL NAIL S PAcQ44 FOV- $ Wc.KS , Qi DTW4RS- 3) RCQu(P-EM NT -5 FOV sP6clN4 OF SIIAPSOK A34/A35- 34/A3SAAD AADOR 0 -MER S (PCP cotN N F-c-T0.Q DETP L BY oTK- P -S, 4) DETA(L- S({-oW U (5 C -C --M Ic Fol -C fG poRp5;E op. S OV41('( C� O(4C . P055(B-E SOLUTION 1=oR S�{(WZ 8(,ocK(" of ('lam -PET -W,055ES_ M3��9� 5) coKSuL-r ATT-cw-Tccr ��oQoN oR CNG(vcck of y R��oRp CoF�-(1<- Q� D�SIGN . CO287lo m ExD.9-30-98 c 1 V 1 Of- CAL�F��` MAY 0 519 c SH. of PN Date S_ S`QA . DEADLINES ENGINEERING, INC. `o l3i1i1G Job Name '"' 9 o e Mid 0. Ghent Name -CK0 55 V`/oi n n f. (rj r I I I n O O n _ r r N N •1 1, O O O, C n n f. r I I I n O O n _ r N N •1 ... 0 0 0 O O O, C •• �. N �'. N N n v = a a a 1 n n f. r I I I 0 gM I T• O) < C z 0 gM I T• O) < C