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003514 (SFD)v Building Address Owner Mailing Address City Zip Contractor SMith Devel l ..Address.. 34-341 Denise City.. _ . _ Zip h6 r A D1"31riI' Tel. " ment*d6rP P.O. BOX 1504 N 0. U.UJ 0 14 78-105 CALLE ESTADO LA QUINTA, CALIFORNIA 92253 BUILDING: TYPE CONST. - OCC: GRP.- A.P. Number .714-273—ou i3%►,111 „ Legal Description Project Description nw.-yi i"a ftSbira(Xlr vzd l uJ$ii":5.1. f Z State Lic. City & Classif. Lic. # Sq.-Ft.r No. Size - • < 1527 Stories No. Dw. - - Units Arch., Engr:, Designer ,. New ❑. Add ❑ Alter ❑ Repair ❑ Demolition.❑ Address Tel. Garage s.T 1. City Zip State Lic. # b � ISO - ' LICENSED CONTRACTOR'S DECLARATION . I herebyy affirm that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of bivisiom3 of the Business and Professions! Code, and my license is in full force and effect, a r. " - .. .. .. ( t `�GNATURE -_. .•. „ - . f J, "' "... DATE ' V " Q,," OWNER-BdfLDER/bECLARATION I hereby affirm that I am exempt from the Contractor's License Law for the following reason: (Sec. 7031.5,Business and Professions Code: Any • city or county which requires a permit to construct'- alter, improve, demolish, or repair. any structure, prior to its issuance alsos- ,requires the appfcant for such permit to file a signed -statement that he is licensed pursuant to • the provisionsof the Contractor's License Law, Chapter•9 (commencing with Section 7000) of 'Division 3 of the'Busine'ss'and Professions Code, or that`. he is exempt therefrom, and the basis - '- for the alleged exemption. Any violation of Section 7031.5 by 'any. applicant for a -permit ' subjects the'applicant to a civil penalty of not more than five hundred dollars ($500)r ' . _ . ' ' ' „ O I; as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec. 7044,, Buisness and : - Professions Code: The Contractor's License Law does not: apply to an -owner of property who builds or improvesthereon and who does such work himself or. through his own employees, provided that such improvements are not intended or offered for sale. If, however,,. the building .•• .or improvement is sold within one year of completion, the owner -builder will have the. burden - . of proving that he did not,build or improve for the purpose of sale.) Estimated Valuation > 82$� PERMIT ^AMOUNT' : Plan Chk..Dep. • 8251 .' O - Plan Chk..B81. - ' $ 52.361— CDnst.382 pp �1 !! I� ' 34'2.0 i - 'Mach. yy y �f J10 A .Y ..T Electrical . ' _ Plumbing105 . 00 t ' ❑ I, as owner of the property, am exclusively contracting with licensed contractors to con-•, struct the project. (Sec. .7044, Business and Professions Code: The Contractor's License Law - does not apply to an owner of property who builds *or improves thereon, and who contracts for such projects with a contractors) licensed pursuant to the Contractor's License Law:) - ❑ lam exempt under Sec. - B. 8 P.C. for this reason S. M.1. -`"'x -• - Grading 2n _on, Driveway Enc. 20.00 Y, Date owner Infrastructure 1 .829 .1013 WORKERS' COMPENSATION DECLARATION ' I hereby affirm that I have a certificate.of consent•'to self-insure,'or a certificate'of ' • Worker's Compensation Insurance, or a certified copy thereof. (Sec. 3800, Labor Code.) ' Policy No. Company ❑ Copy is filed with the city. -❑ Certified copy is hereby furnished. TOTAL _ CERTIFICATE OF EXEMPTION FROM WORKERS' COMPENSATION INSURANCE REMARKS.' a •_• _ •; _ _ (This section need not be completed if the permit is for one hundred dollars ($100) valuation Or less.) .... .. .. .. . . I certify that in the performance of lhg 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. ' ' -"" '} '.t.1�" :,', V F>• {',wl.a,lf��..y �9.�,f_ J � ✓ _i.F1,�''j•' .�` t i .j`» ci3r<hIS An -• ' Date Owner NOTICE TO APPLICANT: It, after making this Certificate of Exemption you should become subject'to the Workers' Compensation provisions of the •Labor Code, you must foithwith`- comply with such provisions or this permit shall be deemed revoked. ZONE: BY: Minimum Setback Distances: - Front Setback from C nt L' CONSTRUCTION LENDING AGENCY I hereby affirm that there is a construction lending agency'for the performance of the work for which this permit is issued. (Sec. 3097, Civil Code.). Lender's Name Lender's Address "This is a'building permit when properly filled out, signed and validated, and is subject to expiration it work thereunder is suspended for 180 days. I certify that I have read this application and state that the above information is correct. ' I agree:td comply with all city and county ordinances and state law's relating to building construction, and hereby authorize representatives -of this city to anIer••the above-: mentioned property for inspection purposes. Signature of applicant Date Mailing Address City, State, Zip e er Ina Rear Setback from. Rear Prop. Line_ Side Street Setback from Center Line Side Setback from Property Line FINAL.DATE INSPECTOR - -7 1� -7 - Issued by: Date '• Permit Validated by: Validation: HARD COPY CONSTRUCTION ESTIMATE NO. ELECTRICAL FEES. NO PLUMBING FEES-'' IST FL. SQ. FT. ® $ 2ND FL. SQ. FT. POR. SO. FT. ® GAR. SQ. FT, ® CARP. SQ. FT. WALL SQ. FT. ® SQ. FT. ® ESTIMATED CONSTRUCTION VALUATION $ UNITS MOBILEHOME SVC. POWER OUTLET YARD SPKLR SYSTEM BAR SINK ROOF DRAINS DRAINAGE PIPING DRINKING FOUNTAIN URINAL WATER PIPING NOTE: Not to be used as property tax valuation LUMB,- OUGH PLUMB,,/;,/ FLOOR DRAIN MECHANICAL FEES HEATING (ROUGH) WATER SOFTENER VENT SYSTEM FAN EVAP.000L HOOD SIGN WASHER(AUTO)(DISH) APPLIANCE DRYER GARBAGE DISPOSAL FURNACE UNIT WALL FLOOR SUSPENDED FOUND. REINF. 7)�/2� LAUNDRY TRAY AIR HANDLING UNIT CFM METER LOOP KITCHEN SINK ABSORPTION SYSTEM. B.T.U. TEMP USE PERMIT SVC WATER CLOSET' COMPRESSOR HP POLE,TEMIPERM LAVATORY HEATING SYSTEM FORCED GRAVITY AMPERES SERV ENT SHOWER BOILER B.T.U. SQ. FT. ®c BATH TUB SERVICE SQ. FT. ® c WATER HEATER MAX. HEATER OUTPUT, B.T.U. SQ. FT. RESID ® 11/4 c SEWAGE DISPOSAL WATER SYSTEM SO.FT.GAR ® 3/ac HOUSE SEWER GRADING —CU. yd. plus x$ -$ LUMBER GR. �fRAMING C - �- GAS PIPING PERMIT FEE PERMIT FEE PERMIT FEE DBL TOTAL FEES MICRO FEE MECH.FEE PL.CK.FEE CONST. FEE ELECT. FEE SMI FEC -1 PLUMB. FEE STRUCTURE PLUMBING ELECTRICAL HEATING & AIR COND. SOLAR SETBACK 4fhOUND PLUMBING -?;40j. UNDERGROUND A.C. UNIT COLL. AREA SLAB GRADE 7f (�v LUMB,- OUGH PLUMB,,/;,/ BONDING HEATING (ROUGH) STORAGE TANK FORMS SEWER OR SE � OUGH WIRING/-/-(, - yf DUCT WORK ROCK STORAGE FOUND. REINF. 7)�/2� C! GAS (ROUGH) METER LOOP HEATING (FINAL) OTHER APPJEQUIP. REINF. STEEL GAS (FINAL) -TEMP. POLE 3/6-- F- GROUT WATER HEATER SERVICE FINAL INSP. BOND BEAM WATER SYSTEM $ GRADING —CU. yd. plus x$ -$ LUMBER GR. �fRAMING C - �- Fl h 911w— FIN L ROOFING 666 � /• ' �/ C ( •, n ��---777 / -- �/Af— REMARKS: VENTILATION FIRE ZONE ROOFING FIREPLACE SPARK ARRESTOR GAR. FIREWALL LATHING MESH INSULATION/SOUND I FINISH GRADING FINAL INSPECTION CERT. OCC. FENCE FINAL INSPECTOR'S SIGNATURES11NITIALS GARDEN WALL FINAL Desert Sands Unified School District CERTIFICATION OF PAYMENT OF SCHOOL FACILI TO: City of La Quinta Department of Community Development 78-105 Calle Estado La Quinta, CA' 92253 CP4 TY FEES DATE: This is to certify that developer of ' located at this District, District, has paid schoollfacilitfee authority�nerated by �Government Code Sect covering a total of square ( ) industrial/commercial development and this footage in this development may now be g , which is ao , within s imposed pursuant to the ion 53080 in the amou t o� - r feet of ( reside tial or that building permits for issued by your jurisdiction. for DESERT SANDS•UNIFI D SCHOOL DISTRICT White -.Building Department • Yellow - Facilities Planning • Pink - Accounting • Gold - Developer 69 4;2 0 007 2 47 Z O H U W rn To Z O U W U) U) V Q 2 W Ir U Z O U W U) COUNTY OF -RIVERSIDE, ENVIRONMENTAL HEALTH SERVICES DIVISION PERMIT APPLICATION FOR A SUBSURFACE SEWAGE DISPOSAL SYSTEM Applicant: Submit this form with four copies of a scaled plot plan (1-20 scale) drawn to County specifications required on the attached check list. A non-refundable filing fee of $37 is required, when the application is submitted. Check must be made payable to the County of Riverside. Building Department Application Log # Name (Owner, Agent, Contractor, Etc.) '"'` Mailing Address ' i City State Zip Code t Telephone Job Property Address s -_(j t(,Qq 'City or Community LA U 1P-j°i-A Legal Description of Property. (Lot, PM, TR) 'Assessor's Parcel No. I Water Agency or Well Lot Size l �� (� — ✓ � .� � `' `" � of Permit Planning Case N TSFD , MH Site Preparation Etc. �y Signature of Applicant ^' D51e' .j 'The above information must be verified from Building Applcation STAFF USE — DO NOT WRITE BELOW THI$ LINE ( r Initial Date Certification of Existing`S.D. System required. ❑ Yes ID No WQCB Clearance required. ❑ Yes ❑ No Soils feasibility report required. ` ❑ Yes Eb No Detailed boring report required.. ❑ Yes ® No 0 Detailed contour plot plans required. ❑ Yes ® No Staff Specialist approval required, ❑ Yes ❑) No s. Lot Inspection Date Soils/boringreport b P Y P6oject. # Date ( ;. Soils Mao Page � -i "-SoihT A p Mao g yp Approved by Date Type of System: No. of Bedrooms (1) Septic Tank Soil Rate Required ❑ Existing `KNew ❑ Additional ❑ Replacement -� �� _CC �ko1(J>( ?: c�Cj(.-Gals. r4 SQ (2) Leach line sq. ft. Sidewall'allowance �• Install Li(1(s) FL Long, Leach � � Sq. (Bottom trench area) ^� ft. rock/- Sq. Ft. Ft. wide with min. inches Ft. of bottom per running ft. ❑ N/A rock below drain lines area Leach lines/bed-special'des: for slope: (3) Pit Diameter No. Pits Pit BI Seepage Pit total depth 1 Applicable N/A Overburden factor ❑ 5' ® 6' - / Max. allowable depth r' This application'is approved/denied for the design of a subsurface disposal system as indicated on the accompanied plot plan using the requirements set forth in Section B -above. A building permit is necessary for the installation of the above -designed system. l_M Septic tank and sewer lines must be 50' from any wells t(2) Leach lines must be 100' min. from any wells including expansion area `* r <. (Seepage (3) pits must be 11-5-0''min. from,any wells including expansion area s' kk+� + - 4ro -%rr-)'- ��'rA '` r A+n+ h• f� - `� , Signature of Health Official Date RECEIPT NO. Z r) -4 I Issued by `'(^ - r_) ' District: ❑ Riverside . ®'Indio 1, ❑ Hemet ❑ Perrist❑ Rancho Calif Distribution: WHITE—Office file YELLOW—Applicant PINK—Bldg. Dept. DOH -SAN -122 (Rev. 6/86) Date I ❑ Blythe GOLDENROD—Pending File 1 c Z U 1 a- iQ+ N aC ` W LU a- 1J3 LCa SPACE ABOVE THIS LINE FOR RECORDER'S USE —� Documentary transfer tax$19P.4.S................................ Computed on full value of property conveyed, or ❑ Computed on full value less liens K encumhrances remaining thereon at•time of :ale. :........... EQRZS.1,'.ta.. E.W.RDW.,....I.NC...... Signature of declarant or agent determining tax • firm name ❑ tin incorporated area City of.La... Quanta ........... Grant Deed l Thie fnn fnrnichaA by C)rnngp CnaSt Title Comvany PARCBL NO FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, D. KEITH JOHNSON, A Single Man hereby GRANT(S) to JOSEPH ZAMPAGLIONE, A Single Man the following described real property in the city of La Quinta county of Riverside 'state of California: Lot 2 in Block 268, Santa Carmelita at Vale La'Quinta, Unit #25, as per map recorded in Book��c r:t'?e.�,ffice of -the county recorder `Pageu=5i of corder_ of said county. Dated September 17, 1987 D. Keith Johnson S"TATE OF Ct.LIFORNIA1 } SS. RECORDING BY COUNTY OF _ ;REQUESTED 7 OW- ._ - of - _ • : _ t7 1�=.—._before ..me, tly.. un,3v_r. _j :_ �_ REQttf'_S1W E Sig a N� Public in and fo�rsai ou ty and State, personally r`J^pRt)ira; ktE,llCoR i E If15UttfW 71'1 FOR NOTARY SEAL OR STAMP to be the person ---.whose name subscribed to the within _—executed the same. v W��©-ti''"'' OFFICIAL SEAL BETTY A. SCOTT Notary Public - California in-irtiment and acknowledged that PRINCIPAL OFFICE IN AND WH[N R<CORDED MAIL TO i LOS ANGELES COUNTY EXPIRES JULY 12, 1991 r . Signature of Notary NAMa JOSEPH ZAMPAGLIONE Aconaaa c/oPaul Smith Name (Typed or Printed) of Notary cIT. a erATal 34341 Denise i Rancho Mirage, CA. 92270 -j MAIL TAX .TATSMINTS TO' NAMI woonl.e sameas above 1 CITY 6 STATS L c Z U 1 a- iQ+ N aC ` W LU a- 1J3 LCa SPACE ABOVE THIS LINE FOR RECORDER'S USE —� Documentary transfer tax$19P.4.S................................ Computed on full value of property conveyed, or ❑ Computed on full value less liens K encumhrances remaining thereon at•time of :ale. :........... EQRZS.1,'.ta.. E.W.RDW.,....I.NC...... Signature of declarant or agent determining tax • firm name ❑ tin incorporated area City of.La... Quanta ........... Grant Deed l Thie fnn fnrnichaA by C)rnngp CnaSt Title Comvany PARCBL NO FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, D. KEITH JOHNSON, A Single Man hereby GRANT(S) to JOSEPH ZAMPAGLIONE, A Single Man the following described real property in the city of La Quinta county of Riverside 'state of California: Lot 2 in Block 268, Santa Carmelita at Vale La'Quinta, Unit #25, as per map recorded in Book��c r:t'?e.�,ffice of -the county recorder `Pageu=5i of corder_ of said county. Dated September 17, 1987 D. Keith Johnson S"TATE OF Ct.LIFORNIA1 } SS. I COUNTY OF _ 7 OW- ._ - of - _ • : _ t7 1�=.—._before ..me, tly.. un,3v_r. _j :_ �_ Sig a N� Public in and fo�rsai ou ty and State, personally ---- �1'`_�,b/u-,'_ u- { FOR NOTARY SEAL OR STAMP to be the person ---.whose name subscribed to the within _—executed the same. v W��©-ti''"'' OFFICIAL SEAL BETTY A. SCOTT Notary Public - California in-irtiment and acknowledged that PRINCIPAL OFFICE IN + MY COMMISSION LOS ANGELES COUNTY EXPIRES JULY 12, 1991 r . Signature of Notary Name (Typed or Printed) of Notary Title Order. No. Escrow No. MAIL TAX STATEMENTS AS DIRECTED ABOVE BRACING WOOD TRUSSES: COMMENTARY AND RECOMMENDATIONS ©TRUSS PLATE INSTITUTE, INC., 1976 r However carefully wood trusses are designed and fabricated, all this is at stake in the final erection and bracing of a roof or floor system. It is at this critical stage ofconstruction that many of the really significant design assumptions are either fulfilled or ignored. If ignored, INTRODUCTION the consequences may result in a collapse of the structure, which at best is 'Substantial loss of time and materials, and which at worst could result in a loss of life. In recognition of the inherent safety of a properly braced roof system, the apparent lack,of knowledge of how, when, and where to install adequate bracing, and in the interest of public safety, the Truss Plate Institute, Inc., in consultation with its Component Manufacturers Council membership, has undertaken the preparation of these recom- mendations. Substantial concentrated study and deliberative review by the TPI Technical Advisory Committee (comprising a membership of the chief structural engineers of member plate manufacturing companies, repre- sentatives of the academic community, and independent consulting engineers) have been devoted to this effort. Consultation with the TPI Component Manufacturers Council has resulted in bringing_ practical field handling and erection problems into a sharper focus. Inclusion of the tentative recommendations for on-site handling and erection procedures is one direct result of.the consultations. It is planned to study further and enlarge upon these tentative recommendations. - The Truss Plate Institute "Design Specifications for Light Metal Plate Connected Wood Trusses" are recommended for the design of individual wood trusses as structural components only. Lateral bracing, as may be required by design to reduce buckling length of individual truss members, is a part of the wood truss design and is the only bracing that will be specified on the truss design drawings. Lateral bracing is to be supplied in the size specified and installed at the location specified on the truss design drawings by the builder or erection contractor. The building designer or inspector must ascertain that the specified lateral bracing is properly installed and that this bracing is sufficiently anchored or restrained by diagonal bracing to prevent its movement. Special design requirements, such as wind bracing, portal bracing, seismic bracing, diaphragms, shear walls, or other load transfer elements and their connections to the wood trusses must be considered separately by the building designer. He shall determine size, location, While the recommendations for bracing contained herein are and method of connections for diagonal bracing as needed to resist technically sound, it is not intended that they be considered the only these forces., Diagonal or cross bracing is recommended in the'plane--'� method for bracing a roof system. Neither should these recommenda- ' formed by the top chords, in the plane formed by the bottom chords tions be interpreted as superior to or a standard that would necessarily and perpendicular to the truss web members, as needed for the overall be preferred in lieu of an architect's or engineer's design for bracing for stability of the entire structure. Truss bracing and connection details a particular roof system. should be shown on the building designer's framing plan as part of the design drawings. Bracing materials are not usually furnished as part of These recommendations for bracing wood trusses originate from the the wood truss package, and should be provided by the builder or collective experience of leading technical personnel in the wood truss erection contractor. industry, but must, due to the nature of responsibilities involved, be presented only as a guide for the use of a qualified building designer, The builder or erection contractor is responsible for proper wood builder, or erection contractor. Thus, the Truss Plate Institute expressly truss handling and for proper temporary bracing. He must assure that disclaims any responsibility for damages arising from the use, applica. the wood trusses are not structurally damaged during erection and that tion, or reliance on the recommendations and information contained they are maintained in alignment before, during, and after installation. herein by building designers or by erection contractors. Temporary or erection bracing may follow, but not necessarily be limited to, the building designer's framing plan. It is recommended that erection bracing be applied as each truss is placed in position. 2 Figure 1(a) comp.r<:ion w.n„ Conlinsou, tetval Mecirq m spacing, but in l,t,ral bu,klir,g of ,n web rnanbvs al m, cane time. ee,dry roc nanw Figums 1(b) It is recommended that diagonal bracing (minimum 2 -inch thick nominal lumber) be installed at approximately a 45 degree angle to the lateral brace. Diagonal bracing should be attached to the opposite side of the same member requiring lateral bracing. This bracing may be continuous or intermittent at the building designer's option; however, it is recommended that intermittent spacing not exceed 20 feet, or twice the horizontal run of the diagonal bracing. 4 The ground braces should be located directly in line with all rows of top chord continuous lateral bracing. Otherwise, the top chord of the first truss can bend sideways and allow the trusses to shift. This shift, however slight, puts a tremendous strain on all connections of the bracing system, i.e., the weight of the trusses would then be added to any wind force or construction load such as bundles of plywood or roof shingles tending to tip the trusses over. All nailing of bracing should be done so that if the trusses should tend to buckle or tip, the nails will be .loaded laterally. not in withdrawal. It is not recommended to nail scabi to the end of the building to brace the first truss. These scabs can break off -or pull out, thus allowing a total collapse. As trusses are set in place, the builder or erection contractor must apply sufficient temporary bracing to hold the trusses plumb, in alignment and in a safe condition until the permanent bracing, decking, and/or sheathing can be installed. Temporary bracing should be not less than 2x4 dimension lumber and should be as long as*practical for handling. The use of short spacer pieces of lumber between adjacent trusses is not recommended, unless used temporarily in preparation for immediate installation of longer continuous bracing (8 -feet minimum length). Temporary bracing lumber should be nailed with two double headed 16d nails at every intersection with the braced member. Pre -assembly of groups of trusses, on the ground, into structurally braced units which are then lifted into place as assemblies is an acceptable alternate to the one -at -a -time method. Exact spacing between trusses should be maintained as bracing is installed to avoid the hazardous practice of removing bracing to adjust spacing as sheathing is applied. This act of "adjusting spacing" can cause trusses to topple if a key connection is removed at the wrong time. Truss bracing must be applied to three planes of reference in the roof system to insure stability: 1. Top chord (sheathing) plane, 2. web member plane or vertical plane perpendicular to trusses, and 3. bottom chord (ceiling) plane. 1. Top Chord Plane. Most important to the builder or erection contractor is bracing in the plane of the top chord. Truss top chords are susceptible to lateral buckling before they are braced or sheathed. It is Figure 1(c) oil%,-- W. i.i1W to oppp.ill lid, of web prevene 1.v movement end should ea rroeat,a m app.p.imat,w 20 Ie.t inm.wu. Figure 1(d) STAGE TWO: During Truss Erection the builder or erection contractor must take adequate precautions to assure that the wood trusses are not structurally damaged. Proper rigging, including the use of spreader bars and multiple pick-up points, where required, is necessary to prevent damage during handling; tentative recommendations are presented in the Appendix hereto. It is most important to brace the first truss at the end of the building securely. All other trusses are tied to the first truss, thus the recommended that continuous lateral bracing be installed within 6 inches of the ridge line or center line and at approximately 8 feet to 10 feet intervals between the ridge line of sloped trusses or center line of flat trusses and the eaves. For double member trusses this spacing between laterals may be increased to 12 feet to 14 feet. Diagonals, located between the lateral bracing and set at approximately 45 degree angles, form the triangles required for stability in the plane of the top chord. NOTE: Long spans or heavy loads may require closer spacing between lateral bracing and closer intervals between diagonals. Figure 3(a)'illustrates temporary bracing in -the plane of the top chord for gable trusses. If possible, the continuous lateral bracing for the top chord should be placed on the underside of the top chord w that it will not have to be removed as the plywood decking is applied. The trusses are then held securely even during the decking process. It is equally important for the builder or erection contractor to install bracing in the plane of the top chord for flat roof or floor trusses. The use of a similar bracing pattern is recommended for all flat trusses. Particular attention is directed to bracing at the end of flat trusses as shown in Figure 3(b). 2. Web Member Plane. It is also necessary to install temporary bracing in the plane of the web members. This bracing is usually pAp7 IIr � t �- 2-16d da,bla v S\ Figure 3(a)� The design of wood trusses in accordance with TPI design criteria assumes: 1. Truss members are initially straight, uniform in cross section, and uniform in design properties. 2. Trusses are plane structural components, installed vertically, braced to prevent lateral movement, and parallel to each other at the design spacing. 3. Truss members are pinned at joints for determination of axial - forces only. 4. There is continuity of chord members at joints for determina- tion of moment stresses. 5. Compression members are laterally restrained at specific loca- tions or intervals. 6. Superimposed dead. or live loads act vertically, wind loads aro applied normal to the plane of the top chord, and concentrated loads are applied at a point. 7. In addition to the lateral bracing specified by the truss designer, the building designer will specify sufficient bracing at right angles to the plane of the truss to hold every truss member in the position assumed for it in design. 8. The building designer (not the truss designer) will specify sufficient bracing and connections to withstand lateral loading of the entire structure. .-� The theory of bracing ito apply sufficient support at-- a- sngles to the plane of the truss to hold every truss member in the -position assumed for it in design. This theory must be applied at three stages. STAGE ONE: During Building Design and Truss Design individual truss members are checked for buckling, and lateral bracing is specified as required for each truss member. The building designer must specify how this lateral bracing is to be anchored or restrained to prevent lateral movement should all truss members, so braced, tend to buckle together as shown in Figure 1(b). This may be accomplished by: 1. Anchorage to solid end walls (Figure 1(c)). 2. Diagonal bracing in the plane of web members (Figure 1(d)). 3. Other means as determined by the building designer. NOTE: io l.®oond brat. Ica lint lrua di'lld inlinowithallrowsof top chord continuos, 1a 1 baciry laimv IwnponrY a pamammrl. Figure 2(a) - GI W M dace - - First psv ro M welt baM Wlwa vection of ,dditien,l W-1 BeLi11p fv InJVA venk,l G.e„m nave, I/ I% nr/ l EM raagow, w vdvro n.x., Figure 2(b) bracing system depends to a great extent on how well the first truss is braced. One satisfactory method is for the first truss top chord to be braced to a stake driven into the ground and securely anchored. The ground brace itself should be supported as shown in Figure 2 or it is apt to buckle. Additional ground braces, in the opposite direction, inside the building are also recommended. 6 2-16d dwble e.acine nwe.e naa, swing Will, as Top Chad Ion gable hush TYpkal miring ,k t,p HroN axing ora. \ least two vune,. R-1 di,gew, n appro,imataly iOIM inrarvaN. as• `, Figure 3(b) installed at the same locations specified on the architectural plan for permanent bracing, and may become part of the permanent bracing. It is recommended that diagonal bracing be added at each web member requiring continuous lateral bracing. If none is specified, it is recommended that it be placed at no greater than 16 feet intervals along the truss length for roof trusses and 8 feet intervals for floor trusses. It is not generally necessary for diagonal bracing to run continw ously for the full length of the building but it is recommended that the spacing between sets of diagonal bracing not exceed 20*feet, or twice the horizontal run of the diagonal bracing. Rows of 2x6 strongbacks may also be used to brace floor trusses where diagonal bracing is impractical. Figure 4(a) illustrates diagonal bracing in the plane of the web members; Figure 4(b) illustrates the lateral movement that may occur if lateral bracing is used without diagonal bracing. 3. Bottom Chord Plane. In order to hold proper spacing on the bottom chord, temporary bracing is recommended in the plane of the bottom chord. Continuous lateral bracing at no greater than 8 feet to 10 feet on centers along the truss length is recommended full length of the building, nailed to the'top of the bottom chord. Diagonal bracing Figure 4(a) i.4aa i. the l of tZp inane olene of 1M.vc4 aeeenn In«U Sotee: 121— 10 16 1. on cents a. Cuilding for cool.. Swce: 6 frol on cent« iwor. wnai y aoa.. (lYpicUl w.IetarU nvl permiu Yo cows Figure 5 Figure 4(b) between laterals placed at approximately 45 degrees is recommended for stability of the bottom chord. Diagonal bracing in the plane of the bottom chord is generally not required throughout the length of the building, but it is recommended that it be located at least at each end of the building. In most uses, temporary bracing in the plane of the bottom chord is installed at the locations specified on the architectural plan for permanent bracing, and is, therefore, left in place as permanent bracing. Figure 5 illustrates bracing in the plane of the bottom chord. Full bundles of plywood should not be placed on trusses. This construction load should be limited to 8 sheets of plywood on any pair of trusses and should be located adjacent to the supports. No excess concentration of any construction materials (such as gravel or shingles) 10 cal. form Cr... n.v. Rewn et Com .nd.1 eppm.imelely 201¢¢1 ,mervalf. oiw- Cncing hedw l0und« dde of cop— mord. e m of loo Ride lin¢ T-1rhed IW kelt Figure 6(b) If purlins are used, spaced not to exceed the buckling length of the top chord, and adequately attached to the top chord, it is recom- mended that diagonal bracing be applied to the underside of the top chord to prevent lateral shifting of the purlins. Figure fi(a) illustrates the necessity for applying diagonal bracing in the plane of the top chord despite the use of closely spaced purlins. It is recommended that this diagonal bracing, as shown in Figure 61b), be installed on both sides of the ridge line in all end bays. If the building exceeds 60 feet in length, this bracing should be repeated at intervals no greater than 20 feet. 2. Web Member Plane. The purpose of this bracing is to hold the trusses in a vertical position and to maintain the design spacing. In addition, this lateral bracing may be required to shorten the buckling 13 I.1«1 teacirg 0101-1 . n.r. wrml rm of 1 " should be placed on the trusses in any one area; they should be spread out evenly over a large area so as to avoid overloading any one truss. All mechanical equipment should be located only on the trusses specifically designed to support it. It should not be dropped or even set temporarily in any other area unless the trusses are adequately shored. All floor trusses should be adequately shored if pallets of masonry materials are to be stored temporarily until the next higher walls are finished. STAGE THREE: Permanent Bracing is designed and specified by the architect or engineer for the structural safety of the building. It is the responsibility of the building designer to indicate size, location, and attachments for all permanent bracing as required by design analysis. In general, it is desirable to design and locate all bracing so that it may work together with other structural parts of the building (such as shear walls, portal frames, bearing walls, columns, beams, etc.) to achieve total structural integrity. length of a web member. As described earlier in the discussion of building design and truss design (STAGE ONE), diagonal bracing or end anchorage is essential to stabilize the lateral bracing. Diagonal bracing in the plane of the web members is also used to distribute unequal loading to adjacent trusses and to spread lateral forces to diaphragms or shear walls. Spacing of rows of diagonal bracing in the plane of the webs is a matter of judgment to be made by the building designer, and will depend upon the truss span, truss configura- tion, type of building, and the loading. Generally, for roof trusses, the spacing ranges from 12 feet to 16 feet depending upon how it relates to the bracing in the plane of the top chord. For floor trusses the cross bracing should be approximately 8 feet on centers. Lateral 2x6 strong -backs may also be used for some floor systems. Figure 1 and Figure 4 illustrate bracing in the plane of the webs. 3. Bottom Chord Plane. This bracing is required to maintain the truss design spacing and to provide lateral support to the bottom chord to resist buckling forces in the event of reversal of stress due to wind uplift or unequal roof or floor loadings. For multiple bearing trusses or cantilever conditions, portions of the bottom chord become compression members and should be braced laterally to resist buckling in the same manner as the top chord of simple span trusses. Bracing in the plane of the bottom chord is also designed to transfer lateral forces due to wind or seismic loads into side walls, shear walls or other resisting structural elements. Diagonals between continuous lateral bracing serve to stabilize the bottom chord. It is recommended that one complete bay of diagonal bracing be installed at each end of any building, and additional such bays be located at specified intervals not to exceed 20 feet. Figure 5 illustrates the use of bracing in the plane of the bottom chord. These recommendations for bracing wood trusses have been derived from the collective experience of leading technical personnel in the wood truss industry but must, due to the nature of responsibilities involved, be presented only as a guide for the use of a qualified building designer, builder, or erection contractor. 14 Figure 6(a) doe line wain u11 Permanent bracing must provide sufficient support at right angles to the plane of the truss to hold every truss member in the position assumed for it in design. In addition, permanent bracing must be designed to resist lateral forces.imposed on the completed building by wind or seismic forces. Permanent bracing may be subdivided into three logical compo- nents: 1. Top Chord Plane. This bracing is designed to resist lateral movement ofthe top chord. If plywood floor or roof sheathing is properly applied with staggered joints and adequate nailing, a continu- ous diaphragm action is developed and additional bracing in the plane is generally not required. Some metal roofing materials may be depended upon to act as a diaphragm when properly lapped and nailed. Selection and use of these materials is at the discretion of the building designer. APPENDIX It is intended that this appendix contain only tentative recon mendations that may be used as a guide for on-site handling anc erection until a more complete statement can be prepared. There may be some instances in which additional precautions will be necessary. UNLOADING. If possible, trusses shall be unloaded on relatively smooth ground. They shall not be unloaded on rough terrain that would cause undue lateral strain that might result in distortion of truss joints. Dumping of trusses is an acceptable practice provided that the trusses are not damaged or excessively stressed in the act of dumping. The builder shall provide protection from damage that may be caused by on-site construction activity. STORAGE. Care shall be taken so as not to allow excessive bending o1 trusses or to allow tipping or toppling while the trusses are banded of when the banding is removed. If trusses fabricated with fire retardant treated wood must be store( prior to erection, they should be stored in a vertical position to preven water containing chemicals leached from the wood from standing o the plates. A further precaution may be taken by providing a cover fc the trusses that will prevent moisture from coming in direct conta, with the trusses and which can be ventilated to prevent condensatio ERECTING TRUSSES. The truss erector or builder shall take It necessary precautions to insure that handling and erection procedun do not reduce the load -carrying capacity of the truss. Trusses shall be installed plumb, at specified spacing and in-plar li.e., trusses will be properly aligned). 15 Teal.ne Figure AM A suggested procedure for lifting trusses is illustrated in Figure All) if the truss span does not exceed 30 feet. 16 For lifting trusses with spans in excess of 60 feet, it is recom- mended that a strong -back be used as illustrated in Figure A13). The Figure AM • strong -back should be attached to the top chord and web members at intervals of approximately 10 feet. Further, the strong -backs should be For truss spans between 30 feet and 60 feet a suggested lifting at or above the mid -height of the truss so as to prevent overturning. The procedure is shown in Figure AM. It should be noted that the lines strong -back can be of any material with sufficient strength to safely from the ends of the spreader bar "toe -in." If these lines should carry the weight of the truss and sufficient rigidity to adequately resist "toe -out," they will tend to cause buckling of the truss. bending of the truss. �� u�I�� ENTERPRISES ' P.O. BOX l443' PALM SPRINGS, CALIFORNIA 92263 �. (619) 324-1731 = � *************************************************************** THIS PROPOSED RESIDENTIAL PROJECT HAS BEEN REVIEWED FOR COMPLIANCE WITH THE STATE OF CALIFORNIA ENERGY CONSERVATION STANDARDS REVISED TITLE 24 BY MAnLIN'S ENTERPRISES. THE BUILDING DESIGN DESCRIBED IN THIS C0MPLIANCE PORTFOLIO IS IN SUBSTANTIAL CONFORMANCE WITH THE STANDARDS. *************************************************************** J08 NUMBER: 11625 DATE: 11/03/87 PREPARED FOR: BOB JONES OWNER: PETER ZAMAPAGLI0NE ' PROJECT: S.F. RESIDENCE PROJECT LOCATION: LA UUINTA u METHOD OF C0MPLIANCE: POINT CALCULATION ORIENTATION OF ENTRY: EAST (REVERSE OF PLAN) ^��,�� ___________________� Cathy Madlin L ` � MADLIN'S ENTERPRISES P.O. BOX 1443 - PALM SPRINGS, CALIFORNIA 92263 (619) 324-1731 PROJECTa.S.F. RESIDENCE PREPARED FOR: BOB JONES JOE NUMBER° 1165 - DATE c 11/03/87 ------------------------------------------------------------ THE FOLLOWING INSULATIONS, FEATURES AND DEVICES WERE INCLUDED IN THE ATTACHED TITLE 24 COMPLIANCE ANALYSIS T� i DEMONSTRATE 'COMPLIANCE WITH THE STANDARDS. ------------------------------------------------------------ WALL INSULATION – FRAME......... ....... R=19 ROOF / CEILING INSULATION ..........e R=38 RAISED FLOOR OVER UNCoND. SPACE ......... NA SLAB INSULATION ......................... NONE REQ. GLAZING U VALUE ............................ .65 DUAL PANE GLAZING SHADE COEFFICIENT 1.0 CLEAR* GLAZING TREATMENT— SUNSCREENS NOT REQUIRED GLAZING TREATMENT – OVERHANGS AS SHOWN ON PLAN •SKYLIGHTS ............................... NONE VENTED ATTIC (88% OF AREA) .............. REQUIRED CONTINUOUS INFILTRATION BARRIER ..... NOT REQUIRED VAPOR BARRIERNOT REQUIRED ELECTRICAL PLATE GASKETS REQUIRED HVAC EQUIPMENT EFFICIENCY .........e`....-. 8.0 EER COOLING AIR To AIR HEAT EXCHANGER ......... o.. NOT REQUIRED THERMOSTAT ............................... SETBACK REQUIRED . THERMAL MASS ............................ REQUIRED --SEE SCHEDULE ' DoHESTIC} HoT, WATER . e ................... : GAS, HEAT `PUMP OR SOLAR ADDITIONAL NOTES r # CREDIT TAKEN FOR INTERIOR DRAPES NOT REQUIRED TO BE INSTALLED PRIOR To FINAL INSPECTION. # GL'AZ I NG CONSIDERED T� i BE CLEAR IN CALCULATIONS. OWNER MAY INSTALL, AT HIS OPTION, BRONZE OR GREY TINTED GLAZING WITHOUT. ADDITIONAL CALCULATIONS. a MARLIN'S ENTERPRISES P.O. BOX 1443 PALM SPRINGS, CALIFORNIA 92263 (619) 324-1731 PROJECT,- S.F. RESIDENCE JOB NUMBER,- 11625 PREPARED FOR: BOB JONES DATE 11/03/87 ---------------- H V A C E Q U I P M E N T S C H E D U L E ZONE., ONE - ENTIRE HOUSE MFG,- DAY & NIGHT OR EQUAL UNIT SYSTEM TYPE,- HEAT PUMP — SPLIT SYSTEM MODEL NUMBERS,- OUTDOOR UNIT = 541DJO42 INDOOR UNIT = 517EN003 ------------- CAPACITIES,- HEATING 44,000 BTUH CCSOLING = 42,000 BTUH RATINGS,- 8.60 SEER THERMOSTAT: HO=�NEYWELL NIGHT SETBACK OR EQUAL MINIMUM EER REQUIRED = 8.00 --------------------- NOTE: THE HVAC EQUIPMENT OUTLINED ABOVE IS PROVIDED To ASSIST.OUR CLIENT IN DEMONSTRATING COMPLIANCE WITH THE TITLE 24 STANDARDS. FINAL EQUIPMENT SELECTION AND HVAC DESIGN IS THE RESPONSIBILITY OF THE HVAC CONTRACTOR. ANY EQUIPMENT SELECTION CHANGES SHOULD BE FORWARDED TO THE BUILDING DEPARTMENT FOR PLAN CHECK REVIEW. OWNER MAY INSTALL, AT HIS OPTION, A HVAC SYSTEM WITH A HIGHER EFFICIENCY RATING. MMADLIN'S ENTERPRISES P.O. BOX 1443 - PALM SPRINGS, .CALIFORNIA 92263 (619) 324-1731 PROJECT: So Fe RESIDENCE JOB NUMBER. 1165 PREPARED FOR: BOB JONES DATE 11/03/87 M A S S S C H E D .0 L' E The following mass data was included in the attached Title 24 calculations to assist in demonstrating compliance with the standards. ------------------------------------------------- 1 DESCRIPTION SQoFT.- REQUIRED LOCATIONS ---------------------------------------------------------- --------------- 1 LINOLEUM, VINYL 150 KITCHEN", FIREPLACE HEARTH, BATH 2, OR CERAMIC TILE MASTER WATER CLOSET OVER HW SLAB NOTE" PURSUANT TO THE STANDARDS, AREAS UNDER CABINETS AND CLOSETS ARE NOT % INCLUDED IN THE SQUARE FOOTAGE FIGURE LISTED ABOVE. a A% rte: :h��► [�UDG ET t: CCNSULT,ANTS TITHE 24 COMPLIANCE FRMS , BUILDING DESIGN AND EQUIPMENT SUMMARY Page 1 of 3 FORM 2 -BOB JONES - JOB NO. 11625 ________________________ P. ZAMAPAGAONE RESIDENCE - LA QUINTA ENTRY TO EAST (NORTH / SOUTH FLIKOP PLAN) ' _ |______________________� !(plan check/permit | #) ( | CLIMATE Z/NE'15 .... .... ... ___________________ � (checkedby) | Building Type: Single Family | �______________| | Documentation Author (COMPLY 24 User # 1069): | ________ (date) | MADLIN'S ENTERPRISES - Cathy Madlin | � P.O. Box 1443 - Palm Springs, Calif. 92263 _ ________� Telephone 619-324-1731 � Enforcement"Agency yse Compliance Method; POINT SYSTEM Date: NOVEMBER 3 1987 BUILDING ENVELOPE DESIGN Total Conditioned Floor Area: 1545 sqft Insulation R -Value Area POINTS SLAB PERIMETER Type 1: | Type 2: � � +0 RAISED.FLOOR Type 1: | Type 2: | Over*Open: | CEILING Type IV R- 38.0 / 1545.0 sqft | ' Type 2: y~ | +4 Attic: Be % � ' WALL Type 1: R- 19.0 1504.0 sqft | Type 2:. 1 +0 Glazing WEST NORTH EAST SOUTH ' SKYLIGHT Type 1: Type 2: Type 1: Type 2: Type 1: Type 2: Type 1: Type 2: Type 1: Type 2: U -Value _____ 0.65 0.65 0.65 0.65 0.65 % Area _____ ------------ 3.4 53.0 sqft 0.8 12.0 sqft 4.5 70.0 sqft _ 2.5 3B.0 sqft 1.7 26.0 sqft BUILDING DESIGN AND EG?U I PML'"N"f SUMMARY Page 2 of f`.ORM BOB ,TONES -=• JOB NO. 11625 P. ZAMAPAGLTONE RESIDENCE - LA OU1•NTA Climate "Lone 15 Shading S. E'OINTS WEST Type 1: 0.0 3.4 -5 Type is 0.66 NORTH type 1: +0 type 2: 0.66 4. EAST Type 1: -• Type 6.66 2.5 SOUTH Type 1: 72 Type L: 0.66 1.7 SKYLIGHT Type 1 : +0 Type 2" SOUTH OVERHANG: 2.00 f t South Glazing =. 1 . '7 "/. +0 MOVABLE INSULATION: None +0 • ". adj INFIL. CONTROL Type = MEDIUM Standard Infi_ltr-ation Control Features with Outlet Plate Baskets THERMAL MASS: -See Thermal Mass Calculation Worksheet - Type Material Area Interior Conc 140 200 sgft +6 BUILDING DESIGN AND EOU I F'MENT SUMMARY Page :_' of FORM '�' -BOB JONES'- JOB NO. 11625 P. -ZAMAF'AGLIONE RESIDENCE - LA QUINTA Climate Zone 15 --------------------------------------------------------- HEATING, VENTILATING & AIR CONDITIONING SYSTEM POINTS Space Heating and Cooling i , HEAT PUMP Floor Area= 1545 sgft Brand & Model No: Heating Output (Btu/hr): _ EER 8.00 Cooling Output (Btu/hr): ____.___.__ _ _--_---_•--___-- ' +1 Domestic Hot Water- gas, heat pump or•solar Floor Area= 1545 sgft Brand & Model No: --------------------------------- 7 ------- -------_...-'TOTAL POINT SCORE -4 .POINT COMPLIANCY GOAL ( see c a 1 At l at i on Worksheet) --4 � THERMAL MASS CALCULATION WORKSHEET - Point System Method 'BOB JONES.`- JOB NO. 11625 ' P. P ZAMAPAGLIONE RESIDENCE - LA QUINTA . Climate Zone 15 Static Heat ' Capacity (HC� of Mass Material: Spec. Heat Density Thickness Divided By Heat Capacity Material __________ (Btu/lb--F) __________ (lb/cuft) _________ _________ (in) 12 (in) __________ 1Btu/F-s ft) _____________ C onc 140 0.2!20 'X 140 X � 4.00 /' 12 ` = 10.27 Resistance (R -Value) of Mass Material: ' � 'Conductivity Insulation ' Total ' ' Thic s (Btu -in/ R�Value R -Value Material __________ (in) __________ hr-sqft-F)' ____________ (hrrsgft-F�Btu) ____-__________ <hr- `ft-F/Btu) _______________ . Conc 140 4.00 .� Y 11.76 + (interior mass) . . = � 0.34 ' Mass Capacity (MC) of Building: ~ � Mass Capacity Mass Area ,Factor Capacity . Material (sqft) (Btu/F-sqft) ________ ------ �e Conc 140 200 X' 7.8 ' = 1560.A ' TOTAL __________ 1560.0 ' . UNIT MASS CAPACITY, UMC: 1560 (Btu/F) / 1545 (sqft) = 1.0 (Btu/F-sqft) MAI�.IN'S cN s Lus�ussrs ENE�y . col��urAaas A ! Form 3. NEAT TRANSFER COEFFICIENT ;PROPOSED CONSTRUCTION ASSEMBLY �'�\ aveLeami ►�e1 'se am se e6dsN4.s. �' ► Q AL I I OWN&A ! Form 3. NEAT TRANSFER COEFFICIENT ;PROPOSED CONSTRUCTION ASSEMBLY R Lilt of Construction Components 1 STUCCO .18 2 VAPOR BARRIER .06 z 3 INSULATION WITH RESISTANCE 19.00 a 4 GYPSUM BOARD .45 r a .'. 5. 7. 68 .68 Inside Surface Air PNm cooling heating Sketch of Construction Assembly .17 15-25 Outside Surface Air Film .25 . WEIGHT: Ib/ftZ cooling heating Check one: Total Resistance Rt 20.62 2 0.54 X X cooling heating Wail Roof LI -Value (I/Rt) .048 .. 0 4 9 cooling heating Floor W--24 F` Form, 3.' . 3►� AMAD BWS ENTEIRDDISES ^f�� DEQ "A5443 fNEiR6YAtHEAT RLLM SDDIN6S. TRANSFER COEFFICIENT DUD6ET% 922C2PROPOSED CONSTRUCTION ASSEMBLY CONSULTANTS R List of Construction Components ,. GYPSUM °BOARD .45 1 } 2. INSULATIONWITH RESISTANCE 19.00 2 3 GYPSUM BOARD .4.5 3 5. 6. 7 8. Inside.Surface Air Pilm .68 °68 cooling heating Sketch of Construction Assembly 2 5 15-25 lb/jt2 Outside Surface Air Film ° ,.17 WEIGHT: cooling heating Check one:/ Total Resistance Rt 20.83 20,75 X A cooling heating Wall Roof U -Value a/Ro .048 .048 cooling heating Floor _. 'W-42 Form 3 NARLIIV'S y9 ENiERD1?ISEs r\�• D.QI3CD1( W.11. ' ENElr�sy cu1FORNW HEAT TRANSFER COEFFICIENT DUMET �% PROPOSED CONSTRUCTION ASSEMBLY ; CONSULTANTS R t R List of Construction Components 1 .2 ,. INSULATION WITH ,RES'I STANCE = 38.00 2. GYPSUM BOARD 0'R TI'LE ,45 3. 4 4• �a 5• . 6. 7. Inside Surface Air Piim• I X92 .61 cooling heating Sketch of Construction Assembly. ' WEIGHT: 0-15 Outside Surface Air Film . . 2 5 .17 Ib/ft2 y cooling heating Check one: Total Resistance Rt - 39.-62 39,23 Wall cooling heating Roof YX U -Value 11/Rt) .025 .025 Floor _ cooling heating _ - - R-6 HEATING EQUIPMENT SIZING COMPLIANCE NORM ,r Page , 1 of 2 BOB JONES - JOB NO. 11625 P. ZAMAPAGLIONE RESIDENCE - LA QUINTA ; ENTRY TO EAST (NORTH / SOUTH FLIP OF PLAN) _ _ (plan check/permit #) 1 Location Data: Palm Springs�----------•------,_--__ - �. (checked by) ; Building Type: Single Family ; Documentation Author (COMPLY 24 User # 1069): --- i. -� � (date) ------- MADL I N ' S ENTERPRISES -• Cathy Mad •1 i n i ; P.O. Box 1443 - Palm Springs, Calif•. 9226= '----•--------•----_-_--__------_, Telephone 619-024-1731 Enforcement Agency Use Method: ASHRAE Load Calculation Manual Date: NOVEMBER :.' 1987 ---------------------------------------------------------------------------- HOURLY HEAT LOSS Total Conditioned Floor Arca: 1545 sgft Site Information: Inside Design Temperature 70.0 F Outside Design'Temperature 31.0 F Design Temperature Difference, TD: ,For Standard Assemblies 39.0 F Conductive Heat Loss Description of Assembly Area U -Value TD Btu/hr Ceiling, R=38.0 1545.0 X 0.026 X 39.p = 1586 Wall, R-0.0 150A.0 X 0.053 X 39.0 - 3087 W Glazing, Double 53.0 X 0.650 X 34.0 - 1344 W Glazing, Double 12.0 X 0.650 X 39.0 - 304 N Glazing, Double 70.0 X 0.650 X 39.0 = 1775 E Glazing, Double 38.0' X 0.650 .X 3:9.0 = 963 S Glazing, Double 26.0 X 0.650. X .39.0- = 659 SUBTOTAL 9717 F3 r HEATING EQUIPMENT SIZING COMPLIANCE FORM Page'2 of 2 BOB JONES -•• JOB NO. 11625EsL.iildir-ig Location Data: Pa ZAMAPAGLIONE RESIDENCE - LA QUINTA, Palm Springs Infiltration: 1545 X 8.0 X 1.0 AC X X =9.0 86/7 Conductive Heat Loss (From Previ-oUS' Page).: 9717 SUBTOTAL 18394 . Duct Heat Loss: o.15 15 X 18394 2759 TOTAL HOURLY HEAT LOSS 21153 Maximum Btu/hr: 1.3 X C 21153 + (10 X 1545) :) = 47584 DESIGN HEATING; LOAD: 21153 (Btu/hr) MAXIMUM HEATING EQUIPMENT OUTPUTS 47584. (Btu/hr) NOTE: The DESIGN HEATING LOAD shown above.represents,the minimum siz-e equipment which will heat this building 99.8% of the time. These numbers -incl Ude no safety factor., and the heat'i ng contractor Should incl Ude - a reasonable mardi.n of safety i n , equipment selected. The ASHRAE recommendat. i on i,s, to oversize .by 40% to allow for variations in weather, and the pick-up 'capacity required to bring the building Lip to temperature in the morning. However, the output capacity of the equipment may not exceed the MAXIMUM HEATING EDUIPMENT'OUTPUT° i COOLING EQUIPMENT SIZING COMPLIANCE FORM Page '1 of 2 BOB JONES - JOEL NO. 11625 ---- ._ - ----------------------- P. ZAMAPAGLIONE RESIDENCE - LA PUINTA • ; ; ENTRY TO EAST ( NORTH / SOUTH FLIP. OF` FLAN) ;' _ _ _ _ _ ; -W. (plan�chec4 /permit ; Location Data: Palm Springs ' ` (check:ed by) ; Building Type: Single Family ; Documentation Author (COMPLY 24 User # 10695 ; (date) ; MADLIN.'S ENTERPRISES - Cathy Madlin ; ; P.O. Box 1443 !'Palm Springs, Calif. 92263 ' Telephone 6109-324-17JI E:nfor'cement Agency Use Method: ASHRAE Load Calculation Manual Date, NOVEMBER 3 198 HOURLY HEAT`GAIN r Total Conditioned Floor Areae 1545 sgft Site Information: Inside Design Temperateire 78.0 F. Outside Design Temperature 11:3.0 F Daily Temperature Swing 35.0 F Design Equivalent Temperature Difference, TDeq: Standard`Temperature `Difference 35.0 F For Frame,Wall:s and Doors. 28.0 F .For Masonry Walls 21.0 F For Floor 20.0 F For Ceiling and Roof 49.0 F Conductive Heat Gain I'D or Description of Assembly Area U -Value TDeq Btu/hr Ceiling" R-300 X 0.026 ''X 49.0 = 1992 Wall, R-19.0 1504.0 X 0.053 X 28.0 - 2216 W Glazing, Double 5:3.0 X 0.650 X 35.0 - 1206 W Glazing, Double 12.0 X 0.650 X 35.0 = 273 N Glazing , Double 70.0 X 0.650 X 35.0 - 1593 E Glazing, Double 38.0 X Q.650 X 35.0 - 864 S Gl az i ng V Double 26.0 X 0.650 X 35.0 - 592 SUBTOTAL 8736 COOLING EQUIPMENT. SIZING COMPLIANCE FORM 'Page 2 of BOB JONES -- JOB ,NO. 11625 Building Location Data: P. ZAMAPAGLIONE RESIDENCE -------------------------------------------------------------------------------- - LA OUINTA Palm Springs Solar Heat Gain: Description of Assembly Area. S.C. CLF Btu/hr W Glazing', DoUb 1 e 53.0 X 0. 32 X 78 - 1 _,,y3 W Glazing, Double X 0'.66 X 78 618 N.`Glazing, Double 7i-.0 X 0.66 X 34 - 1071 E Glazing, Double_ 38.0 X 0.66 X. 78 - 1906 S Glazing, Double 6.i> X 0.66 X 51 = 875 SUBTOTAL 634 Less: Sash Factor i), 00 X 6343 = i Net Solar Heat Gain: SUBTOTAL 63,43 Infiltration: 1040 X 8.0 X I.o AC X .o18 X "_;5.0 -• 7787 Internal Ilea{_ Gain- 31000 . Conduct ve . Heat Gain (From Previous Page): = 87.'.6 SUBTOTAL 25866 Sensible Duct,Heat Gain:' 0.10 X 25866 - 2587 TOTAL `" HOURLY SENSIBLE HEAT GAIN 28452 Latent Load: 0-20 X 28452 = 5690 Latent Duct Heat Gain: 0.10 X 5690 _ 569 TOTAL HOURLY LATENT HEAT, GAIN 6259. . SENSIBLE COOLING LOAD: 28452 Btu/hr TOTAL (SENSIBLE + LATENT) LOAD-- 34712 Btu/hr ( 2-.'9 tons) Y S uUCUTCCNSULTANTS s ADDENDUMf & I�IOTEJ I'M =a ` cWadlirL's Egtet'prises ErL,efgy'' Budget G�ult � o is tet, NOTICE TO BUILDERS & OWNE.RS. . All of the energy conservation devices and features outlined .in. this compliance portfolio are required to meet Title, 24 standards.. This residence will. not be in compliance if any of these features or devices are removed, altered.: or covered. The hvac load calculation and equipment sizes provided Tin this compliance portfolio. are in.. accordance with the guidelines setforth in the standards. Final equipment selection and hvac� design is. the responsibility of the contractor. -A` N�adht s ErLtefprises 4: ErLefgyMANDATORY FEATURES. Budget 1. G � tet.o ult is This sectiondescribes the mandatory features and devices which must be installed in new.residential buildings regardless of the method used to demonstrate compliance with the energy budget. These measures assure the. building- envelope and related systems meet at ,least minimum thermal performance levels. CEILING INSULATION 2-5352(a) The:�opaque portions of ceilings separating. conditioned and unconditioned space must either ("1) be insulated between framing members with R-19 or: greater insulation, or (2) have a, weighted_average•U-value of 0.067 or:Tess. To meet the intent of the, ceiling insulation .requirements, ceiling insulation should. extend far enough to the outside walls to cover the top: plate. LOOSE FILL INSULATION 2-5352(b) When loose fill insulation is installed, the minimum installed weighted per square foot must conform with .the insulation manufacturer's installed design density per square foot at the .manufacturerIs labeled R -value. WALL INSULATION 2-5352(c) The•opaque portions of metal or wood frame walls separating conditioned and. unconditioned spaces must either (1) be insulated between framing. members with R-11 or greater- insulation, or (2) have a weighted. average U -value of 0.1.00 or less. Masonry or concrete exterior, walls do not have to be insulated with a minimum of R-11 insulation. Foundation walls of heated basements or heated crawl spaces must be insulated above the adjacent .outside ground line with at least. R-7 insulation.. 1 NadfirLs Erltefprises ` Erletgy' MANDATORY' FEATURES / Budget ` GoibsultarLts WALL INSULATION REQUIREMENTS CONTINUED EXCEPTION: Insulation which is not penetrated. by framingg members may meet an equivalent minimum R-value which includes the effects of framing members on the above R-values. INSULATION CERTIFICATION 2-5303 Builders may not install insulation- materials unless the product has been certified by the manufacturer. A certificate. of insulation must be at site. LIGHTING 2-5352(m) The: standards -require that general purpose lighting fixtures in kitchens and bathrooms have an' efficiency of at least 25 lumens per watt. (These- fixtures will usually be .fluorescent.) If there is only one fixture in a kitchen it will be considered to bei general purpose lighting. EXCEPTION: Lumi nai res which are the only lighting in a bathroom and lighting to be used only.for specific -visual tasks or decorative -effect are exempt from this. requirement. Such exempt lighting includes all luminaires that. are meant to light only a specific task area such as a kitchen counter,or sink, a dining table, or a.bathroom mirror. If recessed incandescent lighting fixtures are. installed. in an insulated ceiling, such fixtures. shall be covered with insulation, with no spacing between the. insulation and the fixture, and shall- be Type I C , as defined by: Underwriters Laboratories 1571. r' I a+\ CWa' dlirLs ,.: Egtefprises Erletgy' MANDATORY FEATURES C•bY Budget o ult G � arl,is INFILTRATION. CONTROL The standards contain the infiltration. 2-5352(d) following requirements to control 1. Doors and windows (including skylights). between conditioned and unconditioned spaces must be fully weatherstripped. 2". The following. openings in the. building .envelope must be caulked, sealed,, or weatherstripped: a. Exterior joints around window. and door frames, between wall soleplates- and floors, and° between exterior wall siding panels; b. Openings for- plumbing, electricity and gas lines in walls, ceilings -and floors; C. Openings in the attic floor (such as where ceiling panels meet interior and exterior walls and masonry fireplaces); and d. All other such openings in the building envelope. 3. Builders may install manufactured doors and windows only when they are certified and. labeled indicating that, they meet the standards listed in. Section 2-5352(d), Table 2-53V. Site - built windows and doors are exempt from this requirement. 4. Exhaust fans'and other'exhaust systemsmust be equipped` with backdraft or automatic dampers. W, NadfirL's ErLtefprises 1110 Erlefgy' Budget '11 Gor1pultarp 1. SPACE CONDITIONING EQUIPMENT SIZING MANDATORY FEATURES 2-5352(g) To ensure that properly -sized systems are installed in new residential buildings, the standards set the following, sizing requirements and specify acceptable load calculation procedures and indoor and outdoor design temperatures. 1. Natural gas. and liquefied petroleum. gas central. furnaces in the building must be sized to -meet at least one of the follow- ing -requirements: a. The- total. output. heating capacity of furnaces in the building must be less than 45,000 btuh/hr, or b. The furnace's output. heating capacity must be less than 1.3 times the sum of -the design heat loss for the heating zone being serviced by the furnace and. 10 btuh/hr per square foot for conditioned floor area in the zone; or c.:. Seasonal efficiency must be greater than 1% point above 67% for every 7,000 btuh/hr that the output heating capa- city -.exceeds- either the building design heat loss or 45,000 btuh/hr, whichever is greater. (Effective Decem- ber.22, 1982 the seasonal efficiency requirements were to increase to 71%. Lawsuits currently pending.) 2. Heating equipment and cooling equipment must be. sized accord- ing to:,the building heating and. cooling loads, using a method set.forth by the Commission's Executive Director. 3. Indoor design dry bulb air temperatures must be 700 for heating and 780F for cooling. Outdoor design temperatures must be those listed in the 1% or 0..2% Winter Dry Bulb column for -:heating and the 2.h$ or 0.5% Summer Dry Bulb and. Wet Bulb columns for cooling, based on whether the percentages are percent -of -season or percent -of -year respectively, of the following ASHRAE publications: Recommended Outdoor Design Temperatures, Northern California, 1977 Recommended Outdoor Design Temperatures, Southern California, 1972 :a :NadlirL's Erltefprises ErLefg3/' .MANDATORY FEATURES Budget o ult G � azLis SETBACK THERMOSTATS 2-5352(h) Thermostatically controlled heating or .cooling, systems, except electric heat pumps, gravity furnaces in additions or room air conditioners., must have an automatic setback. thermostat which can be programmed by the building occupant to set back at,least.twice in one day. EXCEPTIONS: 1. Gravity gas wall heaters, floor heater, and -room heaters that.are installed in additions need not.comply with this requirement.. 2. Electric..heat pumps are-exempt.from this requirement prior to July l; 1984,. except where such thermostats are -required by an alternative component package for climate zones 1,3, 5:;7,.15, and 16... DUCTS. 2-5352(f) The standards require that ducts be•constructed, installed' and. insulated according.to Chapter 10 of the State Mechanical Code.. This chapter is the.same as•Chapter.10 of.the 1976 Uniform Mechanical Code. GAS -COOKING APPLIANCES 2-53.52(1) Gas stoves installed in new residential buildings must be equipped with intermittent ignition devices and must not have standing pilot lights unless: 1.. The stove is designed to -burn only liquefied:petroleum gas, or 2. The stove does not have an electrical line voltage supply connection, and has only one, continuous burning pilot light consuming less than 150 btu/hr. �1 `- Nadlirl,'s .; Erlt ' tprises ErLefgy' Budget 4 � }' Got1pultarLts e t MANDATORY FEATURES WATER HEATING SYSTEMS INSULATION 2-5352(1) 1. Storage type water-heaters.and,storage and backup tanks for solar, water heating systems shall be externally wrapped with insulation having an installed thermal resistance of R-12. or.greater.. Alternatively, such tanks may, be insulated to a combined level ' evel. of R-16,, when .both° 'internal insulation and external wrap insulation are:considered. Internal insulation can be included -in the combined insulation level only -where the R -value of such insulation -has been,labelled on..the'tank exterior by the manufacturer. This blanket requirement applies to storage tanksused-primarily for. domestic water heating systems.. It.does not apply-to.storage tanks used primarily for space heating` systems or, to solar storage tanks mounted outdoors and directly exposed to weather.. Piping in unconditioned. space leading to and from water heaters must be insulated with at least R-3 insulation for the. first 5 feet of pipe closest to the water heater,. or whatever shorter length is in uncondi- tioned space. It is not necessary - to penetrate a- fire wall with the pipe insulation. The insulation may end.at the fire wall and- be continued on, the other side provided the first 5 -feet of piping.:are insulated. PIPE INSULATION 2-5352:(7) Steam and steam -condensate return piping and recirculating hot water piping in attics, garages, crawl spaces, or unheated spaces other than between floors or in interior walls must be insulated to provide maximum. loss of not more than 50 btu/hr per linear foot for piping, up to and including 2 inch nominal diameter and 100 btu/hr per, linear foot for larger sizes MANDATORY FEATURES FIREPLACE REQUIREMENTS 2-5352(d)(5) Masonry and factory -built fireplaces must have the following: a. Tight -fitting, closeable metal or glass doors covering the entire opening. of the firebox. This requirement may be omitted. if such doors would interfere, with devices, such as heat tubes permanently installed in the fireplace, which are designed to increase the circulation of heat. The fireplace must be designed so that the doors can be closed when the fire is burning; b. A combustion air intake, to draw air from the outside of the building directly into the.firebox, which is at least 6 square inches in area and is- equipped with readily accessible, oper- able and.tight-fitting damper; and EXCEPTION 1: An outside combustion air -intake -is not required if the fireplace will be installed over concrete slab flooring and the fireplace will not be located on an exterior wall. EXCEPTION 2: An outside combustion air intake is not required in climate zones 5,6,7,8,9,,10,14,. or 15 if the fireplace will not be located near an exterior wall. C. Tight fitting flue damper with a readily accessible control. These requirements do not apply to fireplace inserts: or free-standing stoves. Continuous burning pilot lights and the use of indoor air for cooling a. firebox jacket, when th-Lt indoor air is vented to the outside of the building, are prohibited. However, gas logs without pilot lights and gas log lighters are allowed. a%adlirts �► Eqtetprises, ti Entergy' IP: p ..,�. Budget D Gorysultarlts MANDATORY FEATURES FIREPLACE REQUIREMENTS 2-5352(d)(5) Masonry and factory -built fireplaces must have the following: a. Tight -fitting, closeable metal or glass doors covering the entire opening. of the firebox. This requirement may be omitted. if such doors would interfere, with devices, such as heat tubes permanently installed in the fireplace, which are designed to increase the circulation of heat. The fireplace must be designed so that the doors can be closed when the fire is burning; b. A combustion air intake, to draw air from the outside of the building directly into the.firebox, which is at least 6 square inches in area and is- equipped with readily accessible, oper- able and.tight-fitting damper; and EXCEPTION 1: An outside combustion air -intake -is not required if the fireplace will be installed over concrete slab flooring and the fireplace will not be located on an exterior wall. EXCEPTION 2: An outside combustion air intake is not required in climate zones 5,6,7,8,9,,10,14,. or 15 if the fireplace will not be located near an exterior wall. C. Tight fitting flue damper with a readily accessible control. These requirements do not apply to fireplace inserts: or free-standing stoves. Continuous burning pilot lights and the use of indoor air for cooling a. firebox jacket, when th-Lt indoor air is vented to the outside of the building, are prohibited. However, gas logs without pilot lights and gas log lighters are allowed. M�DLIN'S= ENTE�?pl?ISES ADDENDUM: "INSULATION OF DUCT" ENEPGy UNI FORM• MECHAN I.CAL CODE I3UDGFT 197.6 EDITION ccNSULTANTS. SECTION 1005 Insulation of Ducts Sec: 1003`. Every supply and return air duct and plenum of a heating or cooling system shall be insulated with not less than the amount of insula- tion set forth in Table No. 10-D except for ducts. and plenums used ex- clusively for evaporative cooling systems. Only approved materials shall be installed within ducts and plenums for insulating-, sound deadening or other purposes. All such materials shall have a, mold, humidity and. erosion resistant face that has, met the re- quirements of U.M.C. Standard No. 10-1. Such materials shall have a flame-spread.rating.of not greater than 25 and a smoke developed rating of. not greater than 50. Duct: systems operating at. velocities in excess of 2000 feet per minute shall be fastened with both adhesive and mechanical fasteners, and all exposed edges shall have adequate treatment to with- stand the operating velocity. Insulations applied to the exterior surface- of metal ducts located in buildings, shall; have a flame spread of not more than 25 and- a smoke development rating, of not more than 50 when- tested as a composite installation, including.insulation, facing materials, tapes and adhesives as normally. applied'. EXCEPTION: insulation having a flame -spread rating of not over 50 and a smoke development rating of not over 100 may be applied to the exterior surface of metal ducts installed only in dwellings or apartment houses where the duct systemserves not more than one dwelling unit. TABLE .NO. 1aD—INSULATION OF DUCTS DUCT LOCATION INSULATION TYPES MECHANICALLY COOLED HEATING INSULATION TYPES ZONE' HEATINOONLY On roof or on exterior of building C, Viand W 1 A and W 11 B and. W III C and W Attics, garages and crawl spaces A and Va I A It A I I I B In walls', within floor- ceiling spaces' - A and V' l A Il A I11 B Within.theconditioned or in basements None Required None Required Cement slab or within ground None Required None Required NOTE:. Where duets are uscdl for both heating and cwding, the minimum in- sulation shall be as required for the most restrictive condition. 'Insulation may be omitted. on that portion of a duet which•is.located within a - wall or a noorceiling space where both sides of this space are exposed to conditioned air and where this space is not ventilated or otherwise exposed to unconditioned air. Vapor barriers shall be. installed on condkioned•aic supply ducts in geographic areas where the average, of the. July. August and September mean dewpoint temperature exceeds 60' F. 'Heating Degree Days: Zone I below 4500 D. D. Zone 11 4501 to 8000 D: D. Zone III over 8001 D. D. INSULATION TYPES: A. I -inch 0.60Ib./cu. ft. mineral fiber blankets and felt, rock, slag or glass 'h -inch 1.5 to 3 Ihdcu. ft. blanket duct liner, raaek, slag or glass h -inch 3 to 101b./cu. ft. board, mineral fiber, rock, slag or glass or equivalent to provide an installed Conductance = 0.48 R 2 B. 2 -inch 0.60lb./cu. ft. mineral fiber blanket I -inch 1.5 to 3 Ib./cu. ft. mineral blanket (duct liner) I-inch.3 to 10lb./cu. ft. mineral fiber board or equivalent to provide an installed Conductance•= 0.24 R-= 4 C. 3 -inch 0.601b./cu. ft. mineral fiber blanket I'5 -inch 1.5 to 3 lb./cu. ft. mineral blanket (duct liner) I Va-inch 3 to 10lb./cu. ft. mineral fiber board or equivalent to provide an installed Conductance -= 0.16 R = 6 V. Vapor barrier, with perm rating not greater than 0.05 perms, all joints sealed. W Approved weatherproof barrier. Air. Conditioning Indjanapoh S..IN; City of Ind6sUy. CA The 5410 Outdoor Sections 'of "split -system. heat, pumps are t. designed.for quiet, reliable heating during the winter and cooling < during the summer: These heat pump systems provide economy of operation throughenergy.conservation. They recover heat for indoor comfort from outdoor air during the heating season and, by automatically reversing the refrigerant system, remove indoor heat and excess humidity during the cooling season. All models are ARI`certified. The cooling seasonal energy efficiency ratio (SEER) and heating seasonal performance factor (HSPF)Iare sufficient to meet all known.state requirements. "tai 4 tt' d FEATURES • ;vim>'�� . * ^ � '' �tCOMPRESSOR, Designed specifically for heat pump duty, with . ' Qi® high. energy efficiency during heating and cooling operation. Each .. compressor is hermetically sealed against contamination to assure i long life and dependable perjgrm`ance. They are internally sprung JW and' externally mounted on rubber isolatorsfor quiet_ operation. Continuous compressor operation is approved down to -40 ° F in �,c�; the heating mode, and down to 55° F. in the cooling mode. (See ve r ' � heatin g•and 'cooling performance tables.) All, models include •a discharge tube muffler to prevent sound transmission of the com- " pressor pulsations to,the indoors or outdoors: K st `•, BUILT-IN RELIABILITY COMPONENTS -Include a suction tube r t:. accumulator that keeps liquid refrigerant from reaching the. com- r . 1+ pressor;, aloes -pressure switch that stops 'the compressor if' ` refrigerant. charge" is lost; a crankcase. heater to keep the com- °'pressor` oil warm and free of refrigerantfor'maximum lubricity;.a �: • _ `` ; ";W « _ .. •R compressor relief valve for high -pressure -protection; ,and com- pressor quick-startcomponents.to assure reliable operation of the units during brownout conditions and low outdoor temperatures. PRINTED -CIRCUIT. BOARD—The board' incorporates a defrost control.which contains the defrost relay, defrost timer, and low - voltage terminal board. The defrost control is a time/temperature i' initation/termination control _which includes three field -selectable time periods of 30, 50, and 90:minutes. �. .The printed -circuit board also has a speedup feature that con- § # vents the defrost cycle time from: minutes,to seconds to .aid' in' w troubleshooting s.; - WEATHER -PROTECTIVE CABINET -The low -profile design of the. 5410 units; with the pleasing malibu beige and jade ezterior;' V " a• blends in well with plants and shrubbery. Galvanized steel, •n coated with a layer of zinc phosphate t6which a coat of aklyd �r { �d melamine enamel is applied, and baked on, is used throughout._ Y This ptovides a hard, smooth finish that lasts for many years. All q,r'_ �.�`!"��r�� screws in the cabinet exterior are stainless steel for a durable, rust resistant, qualify appearance. Model 541 D024 with.301392-701 '' v, _ `•', `, s"• optional mounting base y f ."PDS, No. 54.1 DA 2.1 D IMP SPECIFICATIONS MODEL i 5410JO42 SERIES PERFORMANCEDATA I A ARI Noise Riii5j Number* 8.0 506B 042 048 - - - - - - - - 507D or 518A - - 042 048 - - - - - - 507H or 5188 - - - - 042 048 - - - - 517E or 51713 - - - - - - 042 048 - - 518AO42/52OB042 - - - - - - - - 042 - 518AO48152OB042 - - - - - - - I - - 1 048 Rated Heating Ca aci -47°Ft 43,000 43,500 43,000 43,500 43,500 44,000 44,000 44,500 1 43,500 43,500 HSPF 6.35 6.45 6.30 6.50 6.40 6.50 6.45 6.55 6.25 6.40 Rated Coating Capacity Btuht 1 41,000 42,000 41,000 1 41,500 42,000 42,500 42,000 42,500 40,500 41,500 SEER 8.50 8.60 8.50 8.60 B.60 8.70 8.60 8.65 8.30 8.40 ELECTRICAL Model 5410JO42 Unit -Hertz -Phase 208/230-60-1 Operating Voltage Range 207-253 Unit Ampacity for Wire Sizing 35.0 Min Wire Size 60° Copper) AWG 10 Max Branch Circuit Fuse Size Ams t 60 Total Unit Ams 23.2 Compressor Rated Load Ams 26.5 Locked Rotor Ams 114.0 Fan Motor 1/4 HP, PSC Full Load Ams COMPRESSOR & REFRIGERANT 1.8 Compressor Hermetic Refri Brant Chafqe-lype & Amount** OUTDOOR COIL R-22 & 8 lbs -7 oz Coil Faoe Area S Ft 11.4 Rows & Fins Per Inch 2 & 20 Fan Diameter & No. of Blades 22 & 4 Rated Airflow 1311011n OPTIONAL EOUIPMENT 2500 Unit Mounting Base 301392.702 Room Thermostat w/Auto. Changeover, Emergency Heat Switch, and Indicator Light P271.3453 Room Thermostat w/Manual Changeover Switch, Emergency Heat Switch, and Indicator Light P271.3454 Room Thermostat w/Manual Changeover Switch No Emergency Switch P271.3773 ENERGY MINDER° 941 ; High -Pressure Switch 301619.701 Thermal Expansion Valve Kit 308006.704 Ouick•Start Capacitor -Relay 301593.701 2 -Way Flow Filter -Drier -Liquid Tube 301399.701 Fifter-Drier-Vapor Tube 54871 D14 Outdoor Thermostat and Mtg Bracket 301380.703 COMPROTEC® 301600.701 Swivel Ells -Li uidNa or Tubes IBN1616/IBN2424R Vapor Tube Adapter 314 Flare X 1.118 Tube (Pkg of 6 301892-704 *Rated in accordance with ARI Standard 270-84. tRated in accordance with ARI Standard 240-81. Some combinations require a CHECK-FLO-RATER piston change to obtain rated capacities. See CHECK-FLO-RATER piston chart for requirements. *if other than 60°C copper wire is used, size can be determined from unit ampacity given in above table and applicable table of National Electric Code. Wire size selected must have current capacity not less than that of copper wire specified and must not create a voltage drop between serv- ice panel and unit in excess of 2% of unit rated voltage. **The factory refrigerant charge is sufficient for systems requiring up to 30 ft of Interconnecting tubing. For tubing lengths other than 30 ft, see Installation Instructions for additional refrigerant requirements. t tSingle-phase units may use fuses or HACR-type circuit breakers of same size as noted. MP -8 • i O DETAILED COOLING CAPACITIES* Indoor Coll Air OUTDOOR COIL ENTERING AIR TEMPERATURE °F 85 95 1 105 115 Net Capacity Total Net Capacity Total Net Capacity Total Net Capacity Total "F MBtuht System MBtuht System MBtuht System MBtuht System Ft31Min EWB KW** KW** Total I Sens# KW** KW** Total I Sens# I Total I Sens# Total I Sena# 541 030 ---- act on WFt I 517 030 Indoor Section 71 31.9 16. 16.2. 3.77 28.4 1 5.6 4.0026.6 14.9 4.22 900 67 29.7 20.4 3.46 28.0 19.7 3.68 26.4 19.0 3.90 24.7 18.3 4.11 63 27.4 23.6 3.36 25.9 22.9 3.57 24.4 22.2 3.78 22.9 21.4 3.99 71 32.8 18.1 3.65 30.9 17.5 3.89 29.1 16.8 4.12 27.2 16.1 4.34 1100 67 30.6 22.3 3.58 28.8 21.6 3.80 27.0 20.9 4.02 25.1 20.2 4.23 63. • 28.4 26.1 3.49 26.8 25.3 3.70 25.2 24.4 3.92 23.7 23.5 4.13 71 33.2 - 19.2 3.75 31.3 18.5 3.98 29.5 17.9 4.23 27.5 17.2 4.45 1300 67 31.0 23.9 3.66 29.3 23.3 3.90 27.5 22.7 4.13 25.7 21.9 4.35 63 29.2 28.2 3.60 27.6 27.2 3.83 26.0 26.0 4.05 24.6 1 24.6 4.28 Multipliers for Determining the orm ince With OtherIndoor Sect ons rIndoor cooling Section Sias care Powsr Section She Cs a Power 0.99 513C 1.ul 036 1.01 0.99 517E 036 1.02 1.01 507D & 030 0.99 0.98 518A0361 518A 036 0.99 0.98 5208042 - 0.99 0.98 507H & 030 1.01 0.98 5188 1 036 1.02 1.00 5410JO30 or MUM Outdoor Section With 517EO38Indoor Section 1125 67 35.9 25.0 4.14 33.7 24.1 4.40 31.5 23.2 .4.65 29.3 22.3 4.89 63 33.3 29.1 4.02 31.2 28.2 4.27 29.3 27.2 4.51 27.2 26.1 4.75 71 39.3 21.7 4.36 36.9 20.8 4.63 34.6 20.1 4.91 32.2 19.2 5.17 1325 67 36.7 26.9 4.27 34.4 26.0 4.53 32.1 25.1 4.79 29.8 24.2 5.03 63 34.1 31.5 4.16 32.0 30.5 4.41 30.1 29.3 4.66 28.1 28.0 4.91 71 29.8 22.8 4.48 37.4 2.0 4.76 35.1 21.3 5.05 32.5 20.3 5.29 1525 67 37.2 28.7 4.39 34.9 27.8 4.66 32.5 26.8 4.91 30.1 25.9 5.26 83 1 34.8 33.6 4.29 1 32.8 1 32.. 14.55 30.8 30.8 4.82 29.0 29.0 5.08 Mu Hers orDetermininge e ormance er n oor Sections Indoor cook section She ca Power Section she CsPowsr 5069 036 AV 0.97 517E1.0.99 042 1.02 0.99 517G 042 1.02 0.99 5070 & 036 0.99 0.96 518AO361 518A 042 1.02 0.99 5208042 0.99. 0.97 507H & 038 1 1.01 0.97 518A0421 5186 1 042 1 1.02 0.975208042 - 1.02 0.97 Outdoor ons or n oor on 1350 67 43.9 30.5 5.05 41.3 29.4 5.30 38.8 28.4 5.53 36.2 27.4 5.74 63 40.6 35.5 4.93 38.3 34.4 5.17 36.0 33.3 5.38 33.6 32.1 • 5.58 71 47.4 26.1 .5.23 44.7 25.0 5.50 42.1 24.2 5.76 39.2 23.1 5.98 1550 67 63 44.7 41.5 32.4 38.0 5.16 5.05 42.0 39.1 31.3 36.8 5.41 5.30 39.4 36.8 00.3 195.6 5.64 5.52 36.7 34.5 29.2 34.2 5.85 5.73 71 47.7 27.0 5.32 44.8 25.9 5.59 42.6 25.3 5.87 39.6 24.3 6.09 1750 67 45.2 34.2 5.26 42.5 33.1 5.51. 39.5 31.9 5.75 37.1 30.9 5.96 63 1 42.3 1 40.3 1 5.17 1 39.9 1 38.9 5.42 37.6 37.4 5.65 35.4 35.4 5.88 MU pliers orDetermininge e ormance ern oor ec ons Indoor r o seen" She ca city of Section She Capacity Power 048 1.00 0.99 517G 048 1.01 1.01 507D & 042 0.98 0.98 518A0421 518A 048 0.99 0.98 520B042 - 0.96 1.00 507H & 042 1.00 0.99 518A0481 5188 048 1.01 0.99 5208042 - 0.99 1.00 *Detailed cooling capacities are based on indoor and outdoor unit at the same elevation and connected by 25 feet of tubing. It otner than z5 feet of tubing Is used and/or indoor unit is located above outdoor unit, a slight variation in capacity may occur. tTotal and sensible capacities are net capacities. Blower motor heat has been subtracted. *Sensible capacities shown are based on 80*F entering air at the indoor coil. For sensible capacities at other than 80°F, deduct 835 Btuh per 1000 Ft3/Min of Indoor coil air for each degree below 800F, or add 835 Btuh per 1000 Ft3/Min of indoor coil air per degree above 800F. "Unit KW is total of indoor and outdoor unit KW's. HP* 15 OX4 s Day&Night`'i a°�. Air Conditioning ' ��F�AW "�FANkU'NITS Indianapolis, INaSrkfr mak' l Gly of Indusli y. CA R�! 7, Ail A81103 r Model 517E Fan -Coil and Fan Units are multipurpose package air handlers that are specifically designed to satisfy a variety split -system applications—both conventional air conditioning an heat pump. These versatile units are available in three distin variations: (1) fan units without coil, electric heater, or control (2) fan -coil units without electric heater or controls, and 3) heating/cooling fan -coil units with electric heater and controls. Fan -coil units are available in three nominal coil sizes -04 048, and 060. Fan -coil units with electric, heaters, and th accessory heat packages for field -installation into the fan -c units without heaters and the fan units, are available in heatin sizes ranging from 7.5 to 30KW. • Fan units are available in two sizes -003 and 004. Accesso electric heat packages and 510B coils are available for,fiel installation to convert these fan units into conventional electr furnaces, fan -coil units, or heating/cooling fan -coil units. FEATURES WRAPAROUND FULLY INSULATED CABINET—One-piece heavy-duty steel construction helps eliminate casing noise. Fully insulated interior provides both thermal and acoustic isolation. The cabinet exterior is finished with an attractive silver sage enamel. SPECIAL DESIGN FEATURES—Application versatility of all units is enhanced by the spacesaving compact size and the•installa- tion flexibility of four mounting attitudes: either upflow, . downflow, horizontal left, or horizontal right. Refrigerant and condensate connections are provided on the front of fan -coil units for ease of installation. Locating marks are provided on the casing side •for field -conversion to optional right -side return. .'-.Knockouts are provided for optional horizontal suspension, using suspension rods. Separate access panels for the coil sec- tion and blower/control section on the cabinet front make these units totally servicable from the front. A third front access panel provides easy 'access to the permanent -type air filter furnished with each unit. DIRECT -DRIVE MULTISPEED, PSC,. BLOWER MOTORS have been carefully selected to minimize'energy consumption while providing the airflow to meet the requirements of a wide variety of applications.. A Molex speed -tag -changer. simplifies speed changes. Blower and motor assembly is resiliently mounted to minimize vibration, and slides out for easy servicing. COMPUTER -DESIGNED INDOOR -COILS provide for optimum heat transfer and cooling and/or heat pump heating efficiency. Flare refrigerant connections enable quick leak -proof connec- tions, using our precharged refrigerant tubing sets. The acces- sory 510B Coils that are used with the fan units are the same coils provided in the fan -coil units. All coils have a condensate drain pan with primary and secondary connections, and a hold- ing charge of R-22 refrigerant. CHECK-FLO-RATER—All coils have a Check -Flo -Rater for effi- cient and dependable refrigerant metering, and to eliminate the d potential service requirements of other metering devices. of Located external to the unit, the Check -Flo -Rater is readily d accessible for piston changeout or maintenance. For added sys- tem reliability, all coils have a liquid -tube strainer to help maintain s; clean,+unrestricted operation. - ELECTRIC HEAT PACKAGES are available either as factory - installed in the heating/cooling fan -coil units or as a field -installed 2 accessory for the fan units and fan -coil units. The application e flexibility of these heaters is increased with the availability of sin - oil gle- and three-phase power supply options. The 10-, 15-, and g 20 -KW single-phase heaters are available with or without circuit breakers for internal circuit protection. 'Sequencer control is ry used for incremental energizing and deenergizing of the heater d- elements. Field -installation of a heater into'a unit has been made is extremely easy—simply slide in -the heater, secure with three screws, and plug-in three leads for blower motor control. Form No. PDS 517E.42.2D ! r 15 DIMENSIONAL DRAWING i DIAK 0 1 8 LOW -VOLTAGE 517E DIMENSIONS (Inches) : �28 8 517E Size 8 D E F k;}?, 042 22-3/4 1 21 1 13-13!16 1 2011/32 048 & 060* 26.7/16 24-1/2 17 9/32 23 13/16 °t *Also fan unit sizes 003 & 004. -�431I\ t-3312 ' � . 2 DIA K.O. -ZDIA K6 7 DIA K 0. HEATER HIGH- 9 8 COOLING -ONLY 1" 8LOW-VOLTAGE VOLTAGE INLET �16- HIGH-VOLTAGE INLET ShippingVtleights(Ibs) 17 E 117 003 &004 ............ 155 -+I5 5 j�--18-+j 132 t 32 042 .................175* 8 048 ..................185* 060 ................. 190* . "� X35 ��.1 116 �"Cr�tl`; *Add heater weights shown in 3 32 .'r.'F heater table to determine E OD FLARE r-� �' ;• 1 g / /1 `� rl'I t i u. approximate weights of fan -coil i# iw, LIQUID CONN �� ..t,t ( , ,x� 3 IIS �i�tf. 1Ii units with heaters. -OD FLARE � LOCATING MARKS * -' T 56 c �s'.^T'FOR OPTIONAL ` SUCTION CONN s�1Tw �r 1 3? REQUIRED CLEARANCES SIDE INLET 441 { . *1,6 f 16 "L1tx; K (THIS SIDE ONLY) (Inches) 8 ; 3 FPT '^�,/ t y Recommended service clearance from DRAIN CONN 25+Iku front of unit........ , ... '.; ... 2t o' 5 :t� x 132 fi � '►�" Minimum clearance from combustible r s /$.tt % 16 • materials: x 4 An� 21 i3 unit ............... o 2 .�''•=�- r1- _��y{' - First 38 inches of unmsutated supply 32� q /•� 'k',`` 94 -° duct when using heater ........ ..36 23 1� 5 3 DUCT ANGLES SHIPPED 132 125 116 34 LFRLOOSE FOR FIELD 32 / I 19 I 3 NDABLE) ATTACHMENT WHEN DIA K 0. --+++III 4 REQUIRED 2(4) PLCS THIS SIDE 3 MPT DRAIN A8 1104 9 (4) PLCS OPPOSITE 4 CONN 21 B SIDE - , - SPECIFICATIONS -UNITS WITHOUT ELECTRIC HEATER MODEL 517E SIZE N003 N004 N042 N048 N060 RATINGS & PERFORMANCE Nominal Capacity Btuh * - - 42,000•:•o 48,000 60,000 Nominal Airflow Ft3/Mint 1600 2000 1400:,{ 1600 2000 ELECTRICAL Unit Volts -Phase 60 Hz 208/230-1 208/230-1 208/230-1 208/230-1 208/230-1 Operating Voltage Range 187-253 187-253 187-253 187-253 187-253 Single -Circuit Operation Rated Load Ams 4.8 5.6 3.8 4.8 5.6 Minimum Arnpacity for Wire Sizing 7.0 7.0 7.0 7.0 7.0 Minimum .Wire Size 14 14 14 14 14 Maximum Wire Length Ft 152/158 130/144 191/212 1521158 130/144 Maximum Fuse Size Ams 15 1 15 15 15 1 15 Control Transformer -24V VA $ $ # # # # # # $ # # # # INDOOR COIL Rows & Fins Per Inch - - 3 & 13 3 & 13 4 & 14 Height x Width In. - - 32.5 x 19.4 1 -32.5 x 22.8 1 32.5 x 22.8 Face Area (Sq Ft - - 4.4 1 5.1 5.1 R-22 Refrigerant Metering Device - - Check -Flo -Rater Piston ID Number - - 76 82 88 - Condensate Drain Connection Pri-Sec - - 314 MPT -3/4 FPT 314 MPT -3/4 FPT 314 MPT -3/4 FPT INDOOR BLOWER & MOTOR Wheel Diameter x Width In. 10 x 9 11 x 9 10 x 9 10 x 9 11 x 9 Filter Size -Cleanable In. 20 x 25 x 1 20 x 25 x 1 20 x 21 x 1 20 x 25 x 1 20 x 25 x 1 Blower Motor HP 1/2 314 112 112 314 Blower Motor Speeds & Type 3 & DD PSC 3 & DD PSC 3 & DD PSC 3 & DO(PSC- & DD PSC Rated Load Amps • 4.8 5.6 3.8 4.8 5.6 OPTIONAL EOUIPMENT (PIN'S) Liquid -Tube Swivel Ell (3/8)$$ P651-1066 Vapor -Tube Swivel Ell 314 # $ P651.1068 Combustible Floor Base*** 306230.202 306230.201 306230-202 Side Return Kit t t t 306230.204 048 & 060 306230-203 306230.204' Single -Circuit Kit** 301820.4001 Electric Heat Packa e# t $ See Accessory Electric Heat Package Table Control Packa e# $ $ 305971-464 Coolin Coil Model 510B048 510B060 I Standard See notes on next page. 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