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9603-025 (RER)P.O. BOX 1504 TEL. 619-777-7012 4 4Q" 78-495 CALLE TAMPICO INSPECTION REQUESTS LA QUINTA, CALIFORNIA 92253 619-777-7153 IDtiJpSI1m-' �"hOp'mf'`w7p" •C7Dym°rym77C7�" 0�Qmmfy�fnOm°< _ 7mpmSmmm<m_1 axoO°m�. 7y0s0CDm733f7 - _ ',- "m�aO7ON�_Na; mmyi_abN_mii ��Sm$y3oN1i0o ' CO°p�_1- ,,• '0.mvomOim.i T7wo -' •vm->°00 m_ 1c, '°f�m <�0- �n .v3°m_yN01m�$0 �mo7-- •mmz oON Z5 10mmm �00 ymNy 00 foo7mo� yNwmOm c:Cmmf r w O m 0 = m >>o3-mm yT C— 3 OO�yo0mp—Aom7 �fO cn 3 �a 7 < mm3 °No_ °m 3Z_7 p' 0'` �0m o 3� o< i X 4F o p- o c 3z ccomj3 m 0 0 o �p 3— Sm3t7D m �O m0O _°DOp-pN 7 p 3 yC0- = Q- jS ° ° p com'yC �0mm � m momo�W.`mwp7m77flfc. mc �°n n p ° > 7 0,303 m Omm a m o7i ao• -Z 5- F (mfs m 7- 3 o 3 om° 3 m mN ° °o m Z m In 3 El O -0 Sp y o 0 6°m ° ice 3mp O o0- 0 ° m o•3 p5 C m 7 Zm3 Ja mm O 7 NO m cn Q �6 W ° c y op 3 Dn O mNy0 0,°- O m o 7 3 < °m m0pN�i m 3 m p C m < m o N yq m O°f . m O Oy �m O <7 n c 3 m m y < am OO O0 co p a)p i Q,y °Cm ? •mmVm Co. 3OO ° p m O rn v(ODAm m Q Oo nOy (D C O C p O o 0) C.)<lD oF p _Hp O Oa 3 am 3 m 0 0 (f0 y mmOm 3z °-y m mJ m O C y 0? f7 T. aO -pC O O Z3 mp 2 Z 0 �8 0p j° y p) O c O 7 mm C 7 fD 7 NEA On7CCL n0 _ a 705 m-SD p 9 m 03oz Acm 3 0 a 3a3 c o o = 7 m o°. <m � Q m 0 CpCSE y jnm p O O ° $ rro o °- m �o 4 =r mm mmmmw $n $mN,< (D° 5. mmi - C m D x O m m to m cni yc S yr m o rL7 m ,r cn co m w r c m 0 m -f .. r a z m �v ? cn C 10 ac p m o -�5 x x s Z ►. Tm m m rVA iA z y t _ y � _ O 1 �+ im .� 3 im / Y -A ) .i INSPECTION RECORD OPERATION DATE INSPECTOR OPERATION DATE INSPECTOR BUILDING APPROVALS MECHANICAL APPROVALS Set Backs Y Underground Ducts Forms ,% Footings _ Ducts 51ab Grade Return Air Steel Combustion Air Roof peck O.K. to Wrap G Exhaust Fans F.A.U. Framing _ Compressor Vents Fireplace P.L. Firep;ace T.O. party Vllall Insulation party Walt Firewall Exterior Lai j Grills Fans & Controls Condensate Lines p�ysvall - Int. Lath JU Final Finer s /ii POOLS - SPAS BLOCKWALL APPROVALS Steel j Set Backs Electric Bond Footings Main Drain l Band Beam Approval to Cover Equipment Location j Underground Electric Final PLUMBING Waste Lines Water Piping Plumbing Top Out Underground Plbg. Test Gas Piping _ APPROVALS Gas Test Electric Final Heater Final Plumbing Final Equipment Enclosure Steer Pans O.K. for Finish Plaster Sewer Lateral Pool Cover Sever Connection Encapsulation Gas Piping Gas Test Appliances Final COMMENTS: inal ilit}r tlotice (Gas; 3_1 ELECTRICAL APPROVALS j _ Temp. Power Pole erground Conduit gh Wiring p Voltage Wiring Fixtures Maln Service Sub Panels Exterior Receptacles G.F.I. Smoke Detectors Temp Use of Power Final UfilKy Natiae {Perm} Desert Sands Unified School District Nritice: 82-879 Highway 111 Indio, CA 92201 pocument Cannot Be Duplicated 619-775-3500 CERTIFICATE OF eOMPLIANCE Date 3/19/96 APN # No. 14272 Jurisdiction La Quinta Owner Name Herb Chaffey No 49615 City La Quinta Tract # 14496-2 Street Vista Bonita Lot # Type of Development Residential Addition Comments zip 92253 Inc ose atrium, remodel tc en and guest room. 631-387-730-2 Permit # Log # Study Area 110 Square Footage 80 No. of Units 1 At the present time, the Desert Sands Unified School District does not collect fees on garages/carports, covered patios/walkways, residential additions under 500 square feet, detached accessory structures or replacement mobilehomes. It has been determined the above -named owner is exempt from paying school fees at this time due to the following reason: Residential Addition 500 Sq Feet or Less EXEMPT This certifies that school facility fees imposed pursuant to Government Code 53080 in the amount of 0.00 X 80 or $ 0.00 the property listed above and that building permits and/or Certificates of Occupancy for this square footage in this proposed project may now be issued. Fees Paid By N/A Telephone 771-0780 Name on the check By Dolores A. Ballesteros Superintendent Fee collected /exempted by Pauline Pearson Exempt $0.00 Check No. N/A Signature i]i 1 z Collector: Attach a copy of county or city plan check application form to district copy for all waivers. Embossed Original- Building Dept./Applicant Copy - Applicant/Receipt Copy - Accounting SANTA ROSA COVE ASSOCIATION RECEiVr--n EXTERIOR ARCHITECTURAL / LANDSCAPE VARIANCE REQUEST FEB 1 6 i996 1.4r. Herb Chaffey Owner's Name Vista Bonita Property Address La Quinta, CA 92253 City, State, Zip 771-0780 Telephone Number - local Request Number February 15, 1996 Date Mailing Address Mailing City, State, Zip Telephone Number - permanent The following modification is proposed and approval is requested for an Architectural/Landscape Variance in accordance with the CC&Rs. We have attached the necessary documents as outlined in the procedures sheet. We understand that, if approval is granted, we will be responsible for the Costs of said modification and any and all damage which may occur to any common area property including but not limited to, sprinkler systems, utilities, buildings, lawns, and plants. We understand that the Architectural Committee may impose additional restrictions or obligations of the homeowner which shall pass to successive owners of the property and as a condition of approval, applicant for the variance will be required to execute a written agreement and a notice of that agreement using the attached forms for recordation. We understand that the recordation will be at our expense. We further understand that all building modifications require the approval of the City of La Quinta and that modifications shall be performed by a licensed contractor. The cost of the approvals and permits will be borne by applicant. We further agree that, if approved, the modifications will be made in strict compliance with the plans submitted with this application. TYPE OF REDUEST: Please provide a complete narrative description of the proposed modification, including specific materials, color, and dimensions. SEE ATTACHED VARIANCE RE VEST Conractor G. L. SCR IVENS CONST-Telephone Number (619) 349-3327 Contractor License Number 521353 Owner's Signaturc G. L. SCRIVENS CONSTRUCTION 260 Pinyon frost, Moumain Center, CA 92561 Mr. Herb Chq*y, 49-613 Y a Bonita, Lcr Quinta, CA 92253 1, ROOFING ,FUR AI7tlE.JM 2. f+iNIRY COURTYAICD D00ld UNING EY07INCr EWIRYDOOld. 3, REAR PA7IO 320 SQ. FT CONCRAUE PA170 477Y I.IAo,S7'ONL . 4. REAR WINDOWS (3) 5-0 X 6-0 BRONZE SLIDIN(3, G"HUGL7 ' TO 5-0 X 6.0 BRONZE FRA.MA DUAL CYLAZE0 FI.XAP. S. CHANGE MR 5-0 X 8-0 PAID 12 L171, ra>Ch;NC1I DUUR,S" 70 1 LIPS FRENCH DUAL CLAZrld) PAINT 277 MA 7UH f� I STING. 6. REARAWTEIZ. BAYH WINDOW CHANG 70 8" GLAS",.`+' BLOCK 32" WIDE X 64" TANG. 7. REQUEST RWOVING (2) ObLU.ND t BUSS a ON Ci(J1. r CC)r.l aL', JUSTEASTOF.IIN] T, HINL7E16 v/P W, -- - R. CHANOW, EX1S77NGY GARAGE DOORS TO MVIAL SEX7770NAL USING (APPROVED 'I,OPAYDOON) PAINTLD l V JVA 7C.,"H F.1f1STINC'z WOW) J,WAS Q) 8-0 X 7-0 9, INS7ALL N.sW A.C. PACKAGE UNIT ON POOF (C;'URB UOUNT) ALSO. ALL .STUCCO PA71CI LVCY 70 UA X'H I :k1'S'7'ING TI X1'C.il{.�: A NI) PAIN= 71) MA?'tC''If COLOR • y J J FOR ARCHITECTURAL COMMITTEE USE ONLY: DATE RECEIVED clk DATE REVIEWED, APPROVEV DISAPPROVED COMMENTS: DATE OF COMPLETION INSPECTION INSPECTED BY COMMENTS: FRQ1 : ScRzuEws CONSTRUCTION .. .�/ Iry � . ' � � . , ip'�-A -' � � ----- '--. AL 14 fl.A-r AM qwTo -.--_--_'-_-'--_-_~~���___.-'- - ~777777-_'-"-_.-.--_---__~.-~.- - ~_-___...... -_.~' FROM SCRIUENS CONSTRUCTION PHO114E NO. : 619 3450956 Ndr. 11 1996 05:OOPN P03 ,.� 1vSiU._,•1L�F lU,ul i'.a1 r'c?0 622T 5(1-8 r Now CXie>e�olto-c. rj<r Vv. FROM : SCRII-JENS CONS7RUOiION PHONE NO. : 619 3450956 Nar. 12 1996 04:59PN P02 TUE ].i!•ri4 PANATEY- faU: 0 b . fi fe 5`- FROM SCRIQENS CONSTRUCTION PHONE NO. : 613 -7450956 Mar. 12 1996 05:OePM PO4 --------- (_homder wear 1111V-130 0 J: t�wnChsk 2-.0 Mtn Bearlma Am& Rl= 1.1 hw R2L 1.1 02 e,0 ft pascllw 1 4C,4 Beam VVI Par ft A.gq ti pbacwn 2 464 tt smam wolght 28 9 Maximum V 4J34 Mau MOMOnt eie# Mew. V (Redure4) �ql 0 7L rOtx D*P L 124D IL AttUvi M0 IL ..... ....... . .. T L Defl �i i i) . . . ...... ... Actual Qdliloal 7.86 Motu& QK OK OK Ratio i 436/6 41 ve 24% L (071) ry P �si) F, pass Ad�ueted iloo 75 1.3 405 AUAIMnts F gTi—o L L—A c,, c r— 'TIT" od Duration or 8010101tive ch $11001, 840" cm Wet J69 160 *A n flofffl AD30 A SPAN 0 Fr Uftlfomi and partial,42i , � aie tb6 per hoal fl oil Note uml(DrM ford from interior dflMnoy Wi :7 palm spring's condo Choice 4x i DF-L #Y Conditions In Grade Values Min Bearing Area R1= 0.6 in2 header left & right fireplace Prepared by: terri Date: 2/29/96 BeamChek 2.0 BASE Fb = 875 ADJ Fb = 1138 R2= 0.6 in' DL Defl 0.01 in Data Beam Span 4.0 ft Reaction 1 389 # Reaction 1 LL 40 # Beam Wt per ft 4.68 # Reaction 2 389 # Reaction 2 LL 40 # Beam Weight 19 # Maximum V 389 # Max Moment 389'# Max V (Reduced) 300 # TL Max Defl L / 240 TL Actual Defl L / >1000 LL Max Defl L / 360 LL Actual Defl L / >1000 Attributes Section (in3) Shear (in') TL Defl (in) LL Defl Actual 17.65 19.25 0.01 <0.01 Critical 4.11 4.74 0.20 0.13 Status OK OK OK OK Ratio 23% 25% 7% 1 % Fb (psi) Fv (psi) E (psi x mil) FLL (psi) Values Base Values 875 95 1:.6 625 Base Adjusted 1138 95 1.6 625 Adjustments C� Size Factor �.30 Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use BeamChek has automatically added the beam self -weight into the calculations. Loads Uniform TL: 190 = A Uniform LL: 20 Uniform Load A 0 SPAN = 4 FT R1 = 389 R2 = 389 Uniform and partial uniform loads are Ibs per lineal ft. palm springs condo header @ laundry Prepared by: terri Date: 2/29/96 BeamChek 2.0 Choice 4x 8 DF-L #2 BASE Fb = 875 ADJ Fb =1138 Conditions In Grade Values Min Bearing Area R1= 1.9 in2 R2= 1.9 in DL Defl 0.09 in Data Attributes Actual Critical Status Ratio Values Aeustments Beam Span 9.0 ft Reaction 1 Beam Wt per ft 6.17 # Reaction 2 Beam Weight 55 # Maximum V Max Moment 2705'# Max V (Reduced) TL Max Defl L / 180 TL Actual Defl LL Max Defl L / 240 LL Actual Defl Section (in3) Shear (in') TL Defl (in) W.66 25.38 0.22 28.54 16.43 0.60 OK OK OK 93% 65% 37% Base Values Base Adjusted CIF Size Factor Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use Fb (psi) 875 1138 Fv (psi) 99 1202 # Reaction 1 LL 698 # 1202 # Reaction 2 LL 698 # 1202 # 1041 # L / 488 L/841 LL Defl 0.13 0.45 OK 29% E (psi x mil) Fc1(psi) 1.6 625 1.6 625 eamChek has automatically added the beam self -weight into the calculations. Loads Uniform TL: 261 = A Uniform LL: 155 Uniform Load A F� SPAN = 9 FT R1 = 1202 R2 = 1202 Uniform and partial uniform loads are Ibs per lineal ft. palm springs condo bm under chimney Prepared by: terri Date: 2/29/96 BeamChek 2.0 Choice 4x 6 DF-L #2 BASE Fb = 875 ADJ Fb = 1138 Conditions In Grade Values Min Bearing Area R1= 1.1 in' R2= 1.1 in DL Defl 0.05 in Data Beam Span 6.0 ft Reaction 1 674 # Reaction 1 LL 306 # Beam Wt per ft 4.68 # Reaction 2 674 # Reaction 2 LL 306 # Beam Weight 28 # Maximum V 674 # Max Moment 1011 '# Max V (Reduced) 571 # TL Max Defl L / 180 TL Actual Defl L / 855 LL Max Defl L / 240 LL Actual Defl L / >1000 Attributes Section (in') Shear (in2) TL Defl (in) LL Defl Actual 17.65 19.25 0.08 0.04 Critical 10.67 9.02 0.40 0.30 Status OK OK OK OK Ratio 60% 47% 21 % 13% Fb (psi) Fv (psi) E (psi x mil) Fc1(psi) Values Base Values 875 95 1.6 625 Base Adjusted 1138 95 1.6 625 Adjustments CF 5ize Factor 1.30 Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use BeamChek has automatically added the beam self -weight into the calculations. Loads Uniform TL: 220 = A Uniform LL: 102 Uniform Load A SPAN = 6 FT R1 = 674 R2 = 674 Uniform and partial uniform loads are Ibs per lineal ft. palm springs condo pt load from chimney Prepared by: terri Date: 2/29/96 Choice 4x 6 DF-L #2 Conditions In Grade Values Min Bearing Area R1= 0.8 inZ R2= 0.4 in Data I Beam Span 8.0 ft Reaction 1 482 # BeamChek 2.0 BASE Fb = 875 ADJ Fb = 1138 Beam Wt per ft 4.68 # Reaction 2 229 # Beam Weight 37 # Maximum V 482 # Max Moment 1192'# Max V (Reduced) 480 # TL Max Defl L / 180 TL Actual Defl L / 542 Attributes Section (in') Shear (inZ) TL Defl (in) Actual 17.65 19.25 0.18 Critical 12.57 7.58 0.53 Status OK OK OK Ratio 71 % 39% 33% Fb (psi) Fv (psi) E (psi x mil) Fc1(psi) Values Base Values 875 95 1.6 625 Base Adjusted 1138 95 1.6 625 Adjustrnents CF Size Factor 1.30 Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use BeamChek has automatically added the beam self -weight into the calculations. Loads Pt loads: R1 = 482 Point TL Distance B. = 674 2.5 SPAN = 8 FT R2 = 229 Uniform and partial uniform loads are Ibs per lineal ft. palm springs condo header overpocket doors Prepared by: terri Date: 2/29/96 BeamChek 2.0 Choice 14x 10 DF-L #2 BASE Fb = 875 ADJ Fb = 1050 Conditions In Grade Values Min Bearing Area R1= 2.1 in R2= 2.0 in DL Defl 0.12 in Data Attributes Actual Critical Status Ratio Beam Span 11.0 ft Reaction 1 1289 # Reaction 1 LL 666 # Beam Wt per ft 7.87 # Reaction 2 1247 # Reaction 2 LL 666 # Beam Weight 87 # Maximum V 1289 # Max Moment 3545'# Max V (Reduced) 1143 # TL Max Defl L / 240 TL Actual Defl L / 583 LL Max Defl L / 360 LL Actual Defl L / >1000 Section (in3) Shear (in 2) 49.91 32.38 40.51 18.05 OK OK 81% L 56% TL Defl (in) 0.23 0.55 OK 41% LL Defl 0.37 OK 29% Fb (psi) Fv (psi) E (psi x mil) Fe 1 (psi) Values Base Values 875 95 1.6 625 Base Adjusted 1050 95 1.6 625 Adjustments CF Size Factor 1.20 Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use BeamChek has automatically added the beam self -weight into the calculations. Loads Uniform TL: 181 = A Uniform LL: 121 oint TL Distance B = 2-29 2.5 C = 229 7.5 Uniform Load Pt loads: ©` SPAN = 11 FT R1 = 1289 R2 = 1247 Uniform and partial uniform loads are Ibs per lineal ft. palm springs condo Choice 6-3/4x 13-1/2 GLB 16F V3 DF/DF Conditions Data ridge beam Prepared by: terri Date: 2/29/96 BeamChek 2.0 BASE Fb = 1600 ADJ Fb = 1778 Min Bearing Area R1= 10.4 in' R2= 10.4 in DL Defl 0.32 in Suggested Camber 0.47 in Beam Span 20.0 ft Reaction 1 5821 # Reaction 1 LL 4000 # Beam Wt per ft 22.14 # Reaction 2 5821 # Reaction 2 LL 4000 # Beam Weight 443 # Maximum V 5821 # Max Moment 29107'# Max V (Reduced) 5167 # TL Max Defl L / 180 TL Actual Defl L / 238 LL Max Defl L / 240 LL Actual Defl L / 347 Attributes Section (in3) Shear (in2) TL Defl (in) LL Defl Actual 205.03 91.13 1.01 0.69 Critical 196.48 40.84 1.33 1.00 Status OK OK OK OK Ratio 96% 45% 76% 69% Fb (psi) Fv (psi) E (psi x mil) Fc.LL (psi) Values Adjustments Base Values 1600 165 1.5 560 Base Adjusted 1778 190 1.5 560 Cd Duration 1.15 1.15 Cr Repetitive Ch Shear Stress Cm Wet Use BeamChek has automatically added the beam self -weight into the calculations. Loads Uniform TL: 560 = A Uniform LL: 400 ni o�t_oa C SPAN = 20 FT --• R1 = 5821 R2 = 5821 Uniform and partial uniform loads are Ibs per lineal ft. MAR - 1 3- 9 S WED 1 25 : 4 0 BREEZE Fl I R C O N D I T 1 O N I N G F.04 7.2 COMPLIANCE ANALYSIS OF AN ADDITION ALONE Any addition -- that is, the sum of all new conditioned spaces and associated new exterior walls, ceilings, and floors within the building — may be shown to meet the energy budget as a separate entity. 'Phis procedure does not involve the existing structurtr, except when calculating the water treating energy use for arty addition in which the total nuns b, r of water heaters in the building increases. The analysis may be performed using dL`ter a special prescriptive package according to the size of the addition or with the point system or any approved computer performance method, Table 7-1: Prescriptive Compliance of 'Additions - Summary of Section 152(a)l Requirements of the Standards COMPONENT Insulation Ceilip Wall Floor f+ �`EriCStrcltiofl U-Value % of CFA Shading Therma I Mas$ Space Heating & Cooling Water Reating - No Increase & No Change Replacement: No Increase Incre:tSe S 100 ftz 100.499 tt2 SOD-999 ft, 1000 ft2 R-19 Pack? get Package Package R-13 Mandatory$ x-13 Package R-13 Package Package Package 0.75 s so ie 0.75 Pkg + Removed¢ Package Pkg + Removed Package Package rua Package Package Package n/a Package Package Package Mandatory Package Package Package (ND electric)s (No slymtric) (*Jo electric) (No electric) n/a n/a rt/a eVa Standard? Standard Standard Standard Allowed Allowed Allowed Allowed w/Calculations w/Calculation w/Calculatio n w/Calculation 1. Meet tJ ie compowntprescripdvt re iuirement for Package D far slab-on-,Md€, construction or Package E for raised floor consuuction (Sec Chapter 3) and all rstanatory requtmrnents. 2. " kiN%-v" and "Light Mass" mass walls may meet the Pad--301) of S requhmer:ts for mass wall, insulation insMd ofR-13 (see Chapter 3). 3. For compliance of additions and alterations only, dual glazed "gmonhouse" windows and skylights may bt Wurntd to meet this requirerncyt, 4. ne Package D or E fenestration afea plus the area of any glazing removed because of the aduition. S. All applicable mandatory mcas=s for insuiadOn or HVA,C systan►s must be met (see Chapter 2). 6. No elp,.-vic resistance space ho2ting may be installed. ?. A standard water heating system is explained it Section 6.6. 8. if the u)W number of water heaters increases in the residence, then the entire existing plus addition system ntus: rnmt the wat.x heating encr��y budget (sm Chapter 6). Table 3.4 lists water heating system combinations which have been pre-czkulsmd to comply wid% L't water hating budget. 7-4 Revisod December 1992 Residential Manual MAR— i 3-9E. WED 1 3: 3'9 BREEZE R I R COND I T 1 GN I NG P. 03 Mandatory Measures Checklist: Residential MF-1 R MOTE: Lowr:'se residential buildings subjem to the Standards must contain these measure* regardless of the compliance approach used. lteihs marked with an asterisk I') may l)e superseded by rtlare stringent compliance requirements listed on the Certificate of Compliance. When this checklist is inaorporalod into the permit documents, the features mated shall be considered by all parries aS binding minimum component performance sp►eciticaVons for the manoatcry irnsasuros whether they ane shown elsewhere in the Ciccurrients or Dn this checklist only, DESCRIPTION Bulldlm;l Envelope Measures Minimum R-19 ceiling insulation. §150(b):.00se fill insulat'an manufacturer's labeled R.Value. " §160(�.): lvlinimum A-13 wall insulation in framed walls (does not apply to exterior mass walls), §1504: Minimum R-13 raised Poor insulation in framed floors; minimum R-81n concrete ralsad floors. §1600: Vab edge trn elation - water absorption rate no greater than 0.3%, water vapor transmission rate no greater th ion 2.0 pem- AnCt, §1 IS: Ins 4aton specified or installed meets California Energy Commission quality standards. Indi:ale tyoe and farm. §116.17. =ensstration Products, Exterior Dons and Irtf MticrdExfittration Controls s- Door, and 4ndows between condMoned and unxnditioned spaces designed to limit air Ieakage. b. Man Irtar3ured 161 testrAn pioducts have label ► tin certfled U-value, and hiiilratlon cerdfcatbri. c. Extarior doors and wint€9wg weatherstrippW: all joints aid penetrations mullted and sealed. §t 50(g): !'apor barriers mandatary in Climate Zones 14 and 16 only. §1 o0(f): Sx--cal infiltration barrier installed to comply with §1 st meets Commission quality standards. § 150(e): I' istallation of Fr splams, DawraJve Gas Appliances and Gas Logs I . Imaknimy and factory -bulls firio2ws have: a Clzeab4 metal or glass door b Outside air Inake vdtt damper and control o FIuo damper and con, al 2. No ccA;lucus turning gas plots allowed. Space Conditioning, Water Heating and Plumbing System Measures §110.13: �VAC equipment water heaters, showerheads and faucets certified by the Commission!, §t 50(l): S itback thermostat on all applicable heating systems. §150tf): Pine and Tank insulation t. Ind 1rect hot,n'ater tanks (e,q., vnfrad st mge taroks or backup solar hot water Wks) have Insu!aten A!ankat 1R.12 or greater) or eoratlned Intoricrfextarla' insulat m (B-1 o a greater). 2; First t leas of pipes closest to water heater lank, nmra0irrulat' ng systems, insulatsd (R-4 or greater). 3. Al lysried or expgsc-ci p'rlrig Insulated in redreulating sadons of hotwat,ar system, 4. Cooling sp:em piping below 85°F insulated. 5. Piping insulated between heating source and indii ect ho! water tank §1 K(m): C IV= and Fans 1- Ducts *onsbucted, irstalfsd and sealed to comply with UMO Sons 1 r' D2 and i ON: dum Asulalad to a in ilrimurn Ins b: W vdue o' F 42 or ducts enclosed anti&ty with! In, condlSomd spaoa. 2. Exhas,st tan systarns have bac�diaft or automats dampers 3. Cravily ventilating synerris sewing conditioned space have either rautomaticorread Ilyacwssible, rnaiu:illyoperated dyers.. §114: Poo, and Spa Heating $ysterns and Equipment 1. System is certilied with 78%thermal efficiency, on -off switch, weatherproof operating instructions, no 0- tit fesistance healing and no piiot fight. 2, Systei n is installed with: a. Al least SG' pi between taller and heater fcr future solar healing. b. Giver for outdoor pools or outdoor spa, 3, pool system has dir+21ignal inlets and adreulakn pump time switch. 0115: Gas. fired central fumace, pool heeler, spa heater or rrousehaid =oklrg appliance Have no continuarslr buring p'.ioi light. (Exception: Nonelectrical cooking applivoe with pilot x 150 BlAr.) LJighting Measures §15o(k): 40 lumenstwatt or greater for general lighting in iatohens and rooms wit water closets; and recessed oviting fixtures IC ;insulation rover) appra'ved. Revised 4nWary 1992 DESIGNER I ENFORCEMENT MF1R— 1 3—EN6 WE:D 1 3: 3:B L'F' E E E Fa I R. COND I T I ON I NG , Certificate of Compliance; Residential (Page 2 of 2) P . E, 2 CF-1 R HVAC SYSTEMS Note: Input hydronic or combined hydronic data under Water Healing Systems. except Design HeAng Load. Distribution Heating Equipment Minimum Type and Duct or Type (fuinace,heat Efficiency Location Piping Thermostat our,, aim) (AFUENSPP) � - "i87 R-VabJe SF-T,5, V-4L Meat Frump Configuration .t�R�it o".pawk�r�a} Cooling i:quipment Minimum Duct Type (air conditioner, Efficiency Location Duct Thermostat Configuration heat pump evao. coolin SEER attic. Mo. R-Value s lit or Package) t.F,t_Q _ lJ i ieir- �t i c. ► 2 A. -r- S "4 1 t IA lea. a - WATER HEATING SYSTEMS Energy' External Rated' Tank Factor or Tank Water Hiater Distribution Number Input (kW Capacity Recovery Standbys Insulation Type Type in astern or Stuitun foallons)Efficiency LOSS °10 R-Value rr� �a►_ rr 14000 So 0 3' - ► _�_�ra ...7' tevp �+ r€�-r •+A�� -- 1, Foe small gas storage irated Inp�jtS 75,OW SVIV), aractric rsslstance and hest pump water heo*rs. lbt Energy Factor input 75,01W Stulhr), R:t Hated input, Fiaty Etriaency Standby toss, For ts,rgo gax storage witorttrsters (rated Z cove and For!nsuintanecus gars water hsatars, list Aated input and R 9ry Efficiency. SPECIAL FEATURES1FICMARK,S (Add extra sheets if necessary) COMPLIANCE STATEMENT This cRrtifirate of compliance lists he building features and parlomance specifica5dns needed to comply with Ti I0s 24, Parts 1 and B, of ft Ealllprt,ia Code of Requiahon5, and the admitlistrative tequlatiom to Imoem, ent them. 'Phis cerllficate has been sided Dy ft iridlvlauai kith overall design rest isiblltY. When this certill ate of Compiiam i r submitted for a single building plan to sae'gilt in multiple orioncatiom, any shading t:ature that is var€� is kvdicated In the Special Features)Romarks section. Designp.r or Owner (per eusinia" d Profession$ Code) Name: Title/Firm Addreas: Telephone Lit. C (Signature) (date) Enforcement Agency Name: --t Title: Agency: �_... Tetaphonw isigra:urui.;Mrnp) (date) Novi sad Dr; -ember 1902 Documer3tafl�uthor � Name: TtdelFirm; — _ {war w Addrotsi Tofophcn ;(ealol (Signature) MFiR— 1 3-9S WE 1 3: 37 E.REEZE iFi I R GOND I T I aN I Nr P . 0 1 Certificate of Complionee: Residential 'cq t;vmplsunGc INC11fed {I}aakage, GENERAL INFORMATION Total Conditioned Floor AlVa, � 1 t, tt2 Building Type: Single Fiarrtily%Addition teh�ckonec: more) M rt Family Existing-Plot-Addilion Front or!e matlon; Qadh Bast 1 South 1 West I All Orientations Orpu%oriarrlab;n ie aegeas vd circie or*.) Number of Dwelling Unhs: Floor 10onstruciion Type; Slab Raised Floor (circle one or both) BUILDING SHELL INSULATION (Page 1 of 9) CF-1 R 4 j6 -- rals 15uildirig Permit i Planan Ch )ck 11 Date -� raid Chock I De10 E,nforaornent A$oncY usa vniy Construction Component insulation Assembly Location/Comments Type. � R-Valus U•Value iattia. to Cara a ical. etc,1 Wall .............. „ l cl • D —_ S W2II .............. Roof ............. �- .. ca' �. 'r Root............. .�....., Floor ............. Floor ............. Slab Ed90 .... C + _WC rc_ g-='o �, r FENESTRATION Shading Devices_ rersainn�sj_ luforInterior Exterior Gesaan9me�coype OacfUVae(nerliW, etc. padacreen, elG. ndNl r q Front-- i } �� 1� 3"j Z':�4�— Front ..... 1�.---- Left: ...... 1-- Left .......-- Rear.,..,.�-- Rear .....—�-- Right—,, } Right., Skylight ...... Skylight ...... THERMAL MASS Type/Goverlrtg Area Thickness - LocalionrDescr', tiori ttftchen. balk, etc. isl�k�joxxred, :lie. etc. gin� rlovi*4 b.Fwmber 1002 G. L. SCRIVENS CONSTRUCTION 2B0 P'inyan Cw t • Aloutttain Cantor, CA DMI rax (as) 345'Dom CHAFTE-f _COR ------------- -----------�G -- kit-) /V, f ®r--, a6 THU IU:12 FAX 206 822 1508 CH-.FFEY tOHp-----------r---------•-••-----•---`•- Palm springs condo AC SUPPORT Prepared by, TERRI pate; 3 (`iipiL;p 2x 10 HF #2 --_ BASE Fb Min Bearing Area R1= 1.2 in R2= 1.2 in' DL Defl 0,09 in Dafa ' Beam Span 10.0 ft Reaction 1 472 # Rea 6sam V, t per ft 3.37 # Reaction 2 472 # Rea, Beam Weight 34 # Maximum V 472 # Max PAamenl 1285'# Max V (Reduced) 415 # TL Max Defl L / 180 TL Actual Defi L ! 881 LL Max DO L / 240 LL Actual Defl L / ; 1000 Attributes Section (in-) Shear (in2) TL Defl (in) SILL Defl Actual 21.39 13-88 0.18 0-09 Critical 16.49 8.31 0.67 0.50 Status OK OK OK OK Ratio 77% 60% 26% 17910 V96 BeamCheK 2,0 F4 AD Fb = 9-8 ' LL 2 LL Fb (psi) FV (psi) E (psi x mil) Fc 1 (psi) VahjeS l3Ese Vaiues 5p 75 1.3 405 Base Adjusted 935 75 1.3 405 Atjs;m_6n Size Factor- i Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use BeamChek has automatically added the beam self-Eveight into the ca cuiations. Uniform TL: 70 = A Uniform LL; 50 _ aT n'Cin�. H = 35 ni 6rm clad A — r R1 =� 472 R2 = 472 SPAN = 10 FT _ ^T Uc lS1 icij- IIl��iurrr, In�dS are. Ibv per lineal ft- r'} P Ui iFORM f�OOF LOAD: 35 PLF X 2 = 70 PLF AC LOAD: 558 LES, SUPPORTED BY 3 RAFTERS = 186 LBS PER RA TER 186 LBS / 5.33' = 35 LBS PLF CENTER RAFTER 250 # 250 # art