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SFD (002080)
P.O. BOX 1504 Building 78-105 CALLE ESTADO Address 52-680 A10$ Navam LA QUINTA, CALIFORNIA 92253 No.. 002,080 Owner REMARKS Harm= Mailing BUILDING: TYPE CONST. -V" • OCC: GRP. Address 43-57$ WadbirglitmStreet A.P. Number 773.305-009 Legal Description Project Description.�•� Lot 15 City • . Palm � ZipTel. 9�60 34r�.,.��itj6 Contractor employ any person in any manner sous to become -subject -to the Workers' Compensation - ..Address ee«ltm�et ' City Zip Tel. •' subject to the Workers' Compensation provisions- of the Labor Code, you 'must forthwith 'Minimum comply with such provisions or this permit shall be deemed. revoked. Setback Distances: - ' State Lic. & Classif. City Lic. # ypy. 1298 Sq. Ft. Size • - No. No. Dw. - Stories Units Arch.; Engr., Rear Setback from Rear Prop. Line CONSTRUCTION LENDING AGENCY Designer New,EIX Add ❑ Alter ❑ Repair ❑ .. Demolition ❑ Address Tel. work for which this permit is issued. (Sec. 3097, Civil Code.) City Zip State Lenders Address This is a building permit'when properly filled out, signed'and validated, and is subject to FINAL DATE INSPECTOR Lic. # . . Issued by: r . LICENSED CONTRACTOR'S DECLARATION, e I hereby affirm that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. . _ - SIGNATURE DATE OWNER -BUILDER DECLARATION' I hereby affirm that I am exempt from the Contractor's License Law for the following • reason: (Sec. 7031.5,Business and Professions Code: Any city or county which requlres a - permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance also requires the applicant for such permit to rile a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law, Chapter 9 (commencing with Section 7000) o/ Division 3 or the Business" and Professions Code, or that. he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by 'any applicant for -a permit ' subjects the applicant to a civil'penalfy of not more than five hundred dollars ($500). ' "' ❑ I, as owner of the property, or my employees with wages as their'sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec. 7044, Buisness.and Professions Code. The Contractor's License Law does not apply to an owner of property who -builds or improves fhereon 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.) - EStlmated. Valuation q PERMIT - - � AMOUNT Plan Chk: Dep. + . . Plan Chk, Bal. 44.0 "Const. 343 �i3 + Mech. l+Q/; 3 V ' El2ctrlCal • ' -76-01 + Plumbing .85.00 - ❑ I, as owner of the property, am exclusively contracting with licensed contractors to con- slruct 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 contractor(s) licensed pursuant to the Contractor's License Law.) ❑ 1 am exempt under Sec. B.,& P -C. for this reason i f •. f . rl. ! f / J / S.M:L - 'tj .97 Grading 37.00 Driveway Enc. 20.00 Date Owner+r y` / Infrastructure 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 .1 937.x8? 1 1.687.87 CERTIFICATE OF EXEMPTION FROM WORKERS' COMPENSATION INSURANCE REMARKS (This section need not be completed if the permit is for one hundred dollars ($100) valuation of less.) - - - - I certify that in the performance of tha work for which this permit is issued, I shall not ' employ any person in any manner sous to become -subject -to the Workers' Compensation - Laws of California. ' Date Owner NOTICE TO APPLICANT: If, after making this Certificate of Exemption you should become ZONE: - BY: subject to the Workers' Compensation provisions- of the Labor Code, you 'must forthwith 'Minimum comply with such provisions or this permit shall be deemed. revoked. Setback Distances: - ' Front.Setback from Center Line . . . Rear Setback from Rear Prop. Line CONSTRUCTION LENDING AGENCY Side Street Setback from Center Line 1 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.) Side Setback from, Property Line. Lender's Name Lenders Address This is a building permit'when properly filled out, signed'and validated, and is subject to FINAL DATE INSPECTOR expiration if work thereunder is suspended for 180 days. I certify that I have read this application and state that the above information is correct. Issued by: Date —242 186 Permit I agree to comply with all city and county ordinances and state laws relating to building ' e construction, and hereby authorize representatives -of . thisi city to enter the .above-. mentioned property for insrpectionpurp/oses. t• 1 , ; Y t� �1 I ?i � Validated by: Signature of applicant V S ' r fir+ Date . `� '1 %J _�/ Mailing Address - /i f Validation: City, State, Zip A44-10 2 25 1687.87 CK HARD COPY CONSTRUCTION ESTIMATE NO. ELECTRICAL FEES NO. PLUMBING FEES IST FL. SO. FT. ® $ 2ND Fl,. SO. FT. POR. SO. FT. ® GAR. SO. FT. ® CAR P. SO. FT. WALL SO. FT. ® SO. 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 BONDING FLOOR DRAIN MECHANICAL FEES FORMS WATER SOFTENER VENT SYSTEM FAN EVAP.000L HOOD SIGN WASHER(AUTO)(DISH) APPLIANCE DRYER GAS (ROUGH) GARBAGE DISPOSAL FURNACE UNIT WALL FLOOR SUSPENDED OTHER APP.IEOUIP. LAUNDRY TRAY AIR HANDLING UNIT CFM POLE L./ _1 D 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. SO. FT. ® c BATH TUB I N A L INSP. �/_ Q C4 SO. FT. ® c WATER HEATER MAX. HEATER OUTPUT, B.T.U. SO. FT. RESID ® 11/4 c SEWAGE DISPOSAL SO.FT.GAR ® 3/4c HOUSE SEWER GAS PIPING PERMIT FEE PERMIT FEE PERMIT FEE DBL TOTAL FEES MICRO FEE MECH.FEE PL.CK.FEE CONST. FEE ELECT. FEE SMI FEE PLUMB. FEE STRUCTURE PLUMBING ELECTRICAL HEATING & AIR COND. SOLAR SETBACK GROUND PLUMBING UNDERGROUND A.C. UNIT COLL. AREA I , f SLAB GRADE L! ROUGH PLUMB. 119 BONDING HEATING (ROUGH) STORAGE TANK FORMS SEWE ROUGH WIRING DUCT WORK ROCK STORAGE FOUND. REINF. GAS (ROUGH) METER LOOP HEATING (FINAL) OTHER APP.IEOUIP. REINF. STEEL GAS (FINAL) OUVEMP. POLE L./ _1 D GROUT WATER HEATER SERVICE n' INAL INSP`'I'i S C/ BOND BEAM WATER SYSTEM GRADING cu. yd. $ plus x$ _$ LUMBER GR. I N A L INSP. �/_ Q C4 FRAMING [ 4(1�61NAL INSP. / �L/&OFING f / 1 / VENTILATION REMARKS: FIRE ZONE ROOFING FIREPLACE SPARK ARRESTOR GAR. FIREWALL LATHING MESH L! �(-,JNSULATIONISOUND FINISH GRADING kh'FINAL INSPECTION CERT. OCC. FENCE FINAL INSPECTOR'S SIGNATURESIINITIALS. GARDEN WALL FINAL F I Design Information TC (D+L) = 30.0 PSF 5 1 Plating Information UBC J 1 24-11 BC(D+L)= 10.0 PSF 1 2 1/4 X 6 DWG NO. R79-3010-UD2F- 8134 TL(D+L)= 40.0 PSF JT. MAX-SPANS(FT-IN) HYDRO -NAIL LOCATION(IN) SHT NO 14 DATE 3/23/81 STRESS INC = 1.25 NO. DF HF PLATE SIZE --X-- --Y-- *DESIGNED WITH 10 PSF 14C. LIVE LOATf(I1BC 2308a) NOTES: 1. Cut all members to bear.' 2. Center all plates on both shies of IbYH SJ2 I -A unless X or Y locations am eDacHrao. 3. The truss fabricator to responsible aid provioe plating for hanolrng as requwraq See Usage Guroe. 4. See Table 3 for web lateral bracing re0utrements. 4Y;9 . 12 SLOPED G% C8 P1- P8 -L:!5 -2S i!8j P2• P7-L�p 2,aBUO..I NS I_ SPAN= L UNL(SS NOT© IN TABU ? DotpN salla idler 1r UN well Hybodr cornectas TnU truss Is sea" as an WON" bulging winsome a ■ Is be nc J110a 111110 a bulUrg oespn r ms pecaraton aur geeorNa said id bL$" Braulp epacataO al b li nal SUPW a egNdtal truss mrnoers pay AWR nal Brscrlg of the "Ali structue may -r,!-0- J 1 24-11 21- 5 2 1/4 X 6 D 3 2 Maximum Chord S ans p .In 33- 3 28- 7 3 1/8 x 6 D 47- 0 33-11 33-11 4 1/8 X 6 D 2 7/8 LUMBER GRADE TOP CHORD BOTTOM CHORD 44- 4 38- 1 3 1/8 X '8 D 2X4 WEBS. W1 =DOUGLAS FIR= 2X4 2X6 W2 2X4 2X6 47- 0 47-.0 3 1/8 X 10 D 0 31- 9 47- 0 NO 2 30- 0 44- 7 32- 11 45- (o 47- 0 1 X 4 D CON -DF 47- 0 31- 9 47- 0 47- NO 1 32-11 47- 0 37- 0 47- 0 J 2 47- 0 47- 0 3 1/8 X 4 D 1.5/8 _3-1/8 SEL STRU 34- 5 47- 0_ 40- 11-4 7.7-0.- .-- - -r - 6 1 7/8 CON -HF 47- 0 29- 9 47- 0 47- 0 =HEM FIR=- 0 47- 0 47- 0 45- 9 5 SJ 2 43- 3 37- 2 5 1/8 X 4 D 4 1 7/8 NO 2 26- 4 39- 4 28- 7 39-(o X 8 47- 0 47- 0 5 1/8 X 6 D 6 1 7/8 NO 1 29-10 43- 9* 32- 3 47- 0* D 12 1 7/8 NO2-HF 47- 0 32- 3 47- 0 47- 0 SEL STkU 31- 5 46- 1* 3 5- 7t 47- 0* J 3 38- 8 33- 3 3 1/8 X 4'D 3 1/8 2 1/2 =MSR -ALL SPECIES= 4 "47- 0 44- 8- 4.1/8_X_ 2 47- 0 4 D 4 1/8 2 1/A 1650F -1.5E MSR 32- 6 47- 0* 3(o-0* 47- Off 47- 0 47- 0 5 1/8 X 4 D 5 1/8 2 "'-"` 1800F -1.6E MSR 33- 7 47- 0* 38- 24t 47- 01 1= 10.6L 37-11 32- 8 4 1/8 X 6 D 1950F -1.7E MSR 34- 7 47- 0* 46- 9* 47- 0* J 7 31- 8. 27- 3 3 1/8 X 6 D 210OF-1.BE MSR 35- 7 47- 0* 42-10* 47- 0* 39- 3 33- 9 4 1/8 X 6 D C 8- 88.4L 240OF-2.OE MSR 37- 6 47- 0* 4(0- IB* 47- 0* 47- 0 46- 4 3 1/8 X 8 D REACT= -40.OL *REQUIRES 2X6 BEARING J #REQUIRES 2X8 BEARING MARKED 47- 0 47--0 6 4 1/8 X 8 D ACCORDANCE WITH NOTES: 1. Cut all members to bear.' 2. Center all plates on both shies of IbYH SJ2 I -A unless X or Y locations am eDacHrao. 3. The truss fabricator to responsible aid provioe plating for hanolrng as requwraq See Usage Guroe. 4. See Table 3 for web lateral bracing re0utrements. 4Y;9 . 12 SLOPED G% C8 P1- P8 -L:!5 -2S i!8j P2• P7-L�p 2,aBUO..I NS I_ SPAN= L UNL(SS NOT© IN TABU ? DotpN salla idler 1r UN well Hybodr cornectas TnU truss Is sea" as an WON" bulging winsome a ■ Is be nc J110a 111110 a bulUrg oespn r ms pecaraton aur geeorNa said id bL$" Braulp epacataO al b li nal SUPW a egNdtal truss mrnoers pay AWR nal Brscrlg of the "Ali structue may -r,!-0- SJ 7 37-11 32- 8 -5 1/8 X - -6- D 1 7/8 3 Web Requirements (Ft. -1n.) 47- 0 45- 9 5 1/8 X 8 D 1 7/8 47- 0 45- 9 6 1/8 X 8 D 2 7/8 UNBRACED BRACED 47- 0 47- 0 5 1/8 X 12 D 1 7/8 2X4 WEBS. W1 W2 W3 W1 W2 W3 STD -DF 47- 0 31- 9 47- 0 47- 0 43- 0 47- 0 J 8 47- 0 47- 0 1 X 4 D CON -DF 47- 0 31- 9 47- 0 47- 0 43- 0 47- 0 STD -HF 47- 0 29- 9 47- 0 47- 0 40- 0 47- 0 SJ 8 37-11 32- 8 5 1/8 X 6 D 6 1 7/8 CON -HF 47- 0 29- 9 47- 0 47- 0 40- 0 47- 0 47- 0 45- 9 5 1/8 X 8 D 8 1 7/8 2X6 WEBS 47- 0 45- 9 6 1/8 X 8 D 8 2 7/8 NO2-DF 47- 0 32- 3 47- 0 47- 0 47- 0 47- 0 5 1/8 X 12 D 12 1 7/8 NO2-HF 47- 0 32- 3 47- 0 47- 0 CHORD SPLICE OPTIONS 4 Force Information L=Span ( Ft.) C 2 47- 0 47- 0 3 1/8 X 4 D. CHORD FORCES WEB FORCES JOINT LOADS C 7 28-I1 28-11 3 1/8 X 6 D C 1= -93.1L W 1= 5.1L J 1= 10.6L 37-11 32- 8 4 1/8 X 6 D C 2= -63.2L W 2= -30.2L J 2= 15.1L 47- 0 47- 0 5 1/8 X 6 D + C 7= 8B.4L W 3= 25.9L J 3= 14.2L 47- 0 47- 0 3 1/8 X 10 1/2H C 8- 88.4L J 7= 4.8L REACT= -40.OL J 8= 5.1L PLATES MARKED + REQUIRE 2X 6 CHORDS DESIGNED IN ACCORDANCE WITH TPI -78 AND NDS -77 NET PLATE RATING(PSI) FOR D-179(DF)s 154(HF) NET PLATE RATING(PSI) FOR H=120(DF)r 120(HF) NOTES: 1. Cut all members to bear.' 2. Center all plates on both shies of IbYH SJ2 I -A unless X or Y locations am eDacHrao. 3. The truss fabricator to responsible aid provioe plating for hanolrng as requwraq See Usage Guroe. 4. See Table 3 for web lateral bracing re0utrements. 4Y;9 . 12 SLOPED G% C8 P1- P8 -L:!5 -2S i!8j P2• P7-L�p 2,aBUO..I NS I_ SPAN= L UNL(SS NOT© IN TABU ? DotpN salla idler 1r UN well Hybodr cornectas TnU truss Is sea" as an WON" bulging winsome a ■ Is be nc J110a 111110 a bulUrg oespn r ms pecaraton aur geeorNa said id bL$" Braulp epacataO al b li nal SUPW a egNdtal truss mrnoers pay AWR nal Brscrlg of the "Ali structue may -r,!-0- sourad For Wheal 9114AM4111 see SWIRIT tNlsal Trv$W. For specific truss bracing re0vrarrrres [asap aaoro rs90 Fa nlormalm teparartp labcnm, flualey 0orera. 00'+1011. rl"". ream nut racr9 Of HYDRO,A/R' gorses, arsaa Ille OwuT Contra laanusl• OW lee Ruomfwdod car of Stsarrl Prtcf"-. •Avalasb AFNa/NiiR/Na.INC. from Tris Plate Institute. 7411 Reps Read. Hyattsville. Marytrua. 20783 Bol 7369.3T. LOU13. *0.63177 rlkkEk' \t�S �74 1 ED !4,'�. t • ES Pj NO. 5153 TR1AX o j C ARLES }: � t T1t11A7( I �hc• 05127+ �� OF ,4 oo 17eN 7 C C e `a►ra aw.2$9Y c� SHA. Of f A11 TYPE 800 UBC CODE 2'- 0. O.C. 4/12 SLOPE D PLATES DOUG FIR I HEM FIR 20/10/0/10 40 PSF 0 1.25 OHydro-Au Ergineervq. Inc 1979 056:10 R2 3/28/84 VH/dr Attachment 0 t Form 2 , (Revised 3/84) Climate Zones 2, 4, 6, and 8-15 COMPLIANCE_CHECKLIST F For Low-Rise Residential Buildings (except hotels and,motels)' Step I: Enter on the',form the values for each measure from your building plan . and specifications'sheet: Step 2: Enter points on this page while working through the point system Building Shell ,Measure Points 'Total Floor Area - ft2 , 1. 'Slab-on-Ground; Perimeter. ft..*Depth*�in, R 2. Raised Floor R•Value. R 3. Ceiling Insulation'or Construction Assembly , R Attic, Percent of Roof Over Conditioned.SpaceZ t2 4:- Wall Insulation or Construction Assembly. . . R-4 ... Glaiing Total S Floor Area Single Double Triple S. North-Facing.a% ft2 ft2 ft2 6. East -Facing . > ft2 .. t2 ft2 7., South -Facing, ft2 ft2 —ft 8. West-Facing , , i ft2 ft2 ft2 9. Skylight. . . . . _: ft2 _ —ft2 ft2 10. Shading Coefficient. (excluding overhang) a. East . . . . . . C b. South. . . . . . SC c. West . . . . . . . .SC . 4 d. North. SC . . . . . . . . e. Skylight' SC'. 11. Horizontal South Overhang Length. ft 12... Movable Insulation, f Floor Area...•'. 3.. 13. Infiltration-(indicate Standard, Medium or Tig�it) ., 14. Thermal Nass Exterior Wall Thermal Mass Area, Heat Capacity,<R-Value . . . . . 1t4, HC, R Interior Thermal Mass Area. Neat Capacity, R-Value Z ��t2, HC. R-A/A- } 8 ' . HVAC System*• « 15. Gas furnace without Refrigeration•Cooling (Seasonal'Efficiency)SE 16. Heat Pump (Energy Efficiency*Ratio) • EER 17.. Gas Furnace with Refrigeration Cooling Seasonal Efficiency and Seasonal , Energy Efficiency Ratio SE EER . 0 18. Active Solar (Net Solar Fraction, i)� %NSF 19.. Zonally Controlled .Electric,.. • Resi stance, Space Heating , , « . . . , , ` , . , ( Yes/No) A)b ' , ''�': i,•� Domestic Water Heating•' 20. Solar With Gas Backup (Net S61ar.Fract n • %NSF 21. Other Water Heating (Describe type) Point System Compliance Total. . . . . . . . . J *Checklist items; not a point system measure. "Attach documentation for efficiencies and NSF, i n • - �r -i -;::, 4- r= ir,4 F= F;z cE; -,,1 0 C.:: U 0— dc� -r 1[ 43 rsl dc� F� E= ot--b JL �5 JOHN H'. HACKER, CIVIL ENGINEER, PALM SPRINGS. LATITUDE 33.8 WINTER TEMP. 31 DEG. SUMMER .EMP. 110 nEG ' OWNER ---��������� '^. . . ��� JOB SITE LOCATION --' ' _____�___________ REF.CAL.ENERGY CONSERVATION DESIGN.MANUAL, FORM 2, HEATING LOSSES MANUAL J FOR COOLING LOSSES ' ' AREA BLDG 1288 SQ. FT~ PERIMETER 148 SQ. FT. INSULATION' R VALUES .�..SLAB 0 ...CED-ING 38 ...WALL 11 ... AREA NORTH WINDOWS 22 SQ.FT. PERCENT OF AREA 1.70807 ' AREA EAST WINDOWS 75 SQ.FT. PERCENT OF AREA 5.82298 AREA SOUTH WINDOW' 14 qQ.FT. PERCENT OF AREA 1.08696 AREA WEST WINDOWS 29 SQ.FT. PERCENTAF AREA 2.25155 AREA SKYLIGHTS 0 SQ.FT. PERCENT OF AREA 0 TOTAL WINDOW AREA 140 SQ.FT. PERCENTOF AREA 10.8696 THEV VALUE OF THE WINDOWS'IS'.65 � (.6'= DUALPANE, 1.1= SINGLE PANE) THIS -BLDG 'USES DRAPES & FLAT SHADING DEVICES* ON WINDOWS(S.C.=.41) (* mini-blihds, rollar shades, venetian blinds or vertical blinds) THE TOTAL S.C. OF THE WINDOWS IS 0.29 SOUTH OVERHANG LENGTH 2 INTERIOR THERMAL MASS AREA = 322 SQ FT�u�� ^�- ATTIC AREA = 1288 SQ FT - INFILTRATION (STD 0.018, MED 0.014, TIGHT 0.012) - .014 HEATING LOSSES . FOOTING LOSSES... 6464.64 TU CEILING LOSSES... 1271.7 BTU ' WINDOW LOSSES...- 3549 BTU WALL LOSSES.... 3257.28 BTU INFILTRATION LOSSES... '5625.98nTU TOTAL HEAT LOSSES bTU/HR... 20168.6 GASNURNANCE SIZE 61049.9 BTU OR 45,000 BTU COOLING LOSSES`' FOOTING LOSSES... 6630.4 BTU ' CEIANG LOSSES, 1304.3 BTU WINDOW LOSSES... 7061.0 BTU ' WALL. LOSSES.... 3340.8 BTU INFILTRATION LOSSES... 5770.0 BTU ' NO. OF PEOPLE... 5 COOLING LOSSES... 2000 KITCHEN... 1500 BTU , DUCT LOSSES INCLUDED IN TOTAL ' TOTAL COOLING LOSSES 27667.6 BTU COMPLIANCE CHECK LIST PER DESIGN DATA SLAB ON GROUND, WALL INSULATION, CEILING INSULATION, ATTIC, NORTH WINDOWS GLAZING EAST WINDOWS GLAZING SOUTH WINDOWS GLAZING ' WEST WINDOWS GLAZING SKYLIGHT GLAZING EAST SHADING COEFFICIENT SOUTH SHADING COEFFICIENT WEST SHADING COEFFICIENT NORTH SHADING COEFFICIENT SKYLIGHT SHADING COEFFICIENT INFILTRATION HERMAL MASS 322 SQ.FT. � SOUTH OVERHANG ' -4 POINTS -6 POINTS 0 POINTS 4 POINTS GAS FURNANCE 75 SE AND REFRIGERATION COOLING 2 POINTS -6 POINTS 2 POINTS 4 POINTS 0 POINTS -3 POINTS 0 POINTS -1 POINTS 0 POINTS 0 POINTS -1 POINTS 8 POINTS 0 POINTS THE EER OF THE COOLING SYSTEM IS 8.7 COOLING 6 POINTS THE ALLOWABLE POINTS PER AB 163 IS -4 FOR THIS AREA 15 THE TOTAL POINTS ARE 5 --5 w*'7-Hwm7' THE FOLLOWING MANDITORY FEATURES/DEVICES ARE RE UIRED PERCAC TITLE 24 INSULATION AS SPECIFIED; PER MANUFACTURES LABLE INFILTRATION CONTROL. DOORS, WINDOWS FULLY WEATHERSTRIPPED OPENINGS CAULKED AND SEALED AROUND JOINTS IN WINDOW AND WALL SOLE PLATES AND ELECTRIC OUTLET GASKETS ON ALL EXTERIOR WALLS MANUFACTURED DOORS SHALL MEET APPLICABLE STANDARDS BACK DRAFT DAMPERS ON EXHAUST FAN FIREPLACES MUST HAVE TIGHT FITTING, CLOSEABLE DOORS COVERING FIREBOX PROVIDE COMBUSTION AIR INTAKE DUCTS (6 SQ. IN.) WITH TIGHT FITTING DAMPER DUCTS; BUILT PER CHAPTER 10 U.M.C. GAS FURNANCE SIZED TO 1.3 DESIGN LOGS + 10 BTUH PER SQ. FT. OR 45,000 BTU SETBACK THERMOSTATS SHALL HAVE AUTOMATIC SETBACK CAPABILITY /2 PERIODS PER 24 HR WATER HEATER TO HAVE R-12 INSULATION WRAPPING, AND R-3 ON FIRST 5' OF PIPE NAT. GAS STOVES SHALL NOT HAVE CONT. BURNING PIOLTS LIGHT IN KITCHEN AND B BE FLOURECENT, EXCEPT BATH MIRROR KIT SINK, TABLE CERTIFIEDb,wwm���� � ���������������������������������� FOR J N H. HACKER, R.C.E. 14614