The URL can be used to link to this page

RPL (9607-122) + SFD (13524)53340 Avenida Madero 9607-122 13524 LICENSED CONTRACTOR DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professionals Code, and my License is in full force and effect. License # Lic. Class Exp. Date 39947 C-51 Date Signature of Contractor OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractor's License Law for the following reason: ( ) I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business & Professionals Code). ( ) I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business & Professionals Code). () I am exempt under Section , B&P.C. for this reason Date Signature of Owner WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ( ) I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I have and will maintain workers' compensation insurance, as required by Sedbon 3700, f the Labor Code, for the performance of th work for,whi h this permit is Issde4d. fv"1y u3oes' compensation insurance clgi'e'r & p llcy no. are: Carrier Policy No. (This section need not be completed if the permit valuation is for $100.00 or less). ( ) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of Californs and agree that if I should become N t tFte workers' compensation rowslons of Section 3700 of the Labor I Code, I s q forthwith comply wit tho r1rovisi eon ' C J Date: Applicant O'• // Warning: Failure to secure Workers' Compensation coverage is unlawful and shall subject an employer to criminal penalties and civil fines up to $100,000, in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor Code, interest and attorney's fees. IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the conditions and restrictions set forth on his application. 1. Each person upon whose behalf this application is made & each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this applicaton agrees to, & shall, indemnify & hold harmless the City of La Quinta, its officers, agents and employees. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. I certify that I have read this application and state that the above information is correct. I agree to comply with all Ci , nd State laws relating to the building construction, and hereby authorize ep esentatives of this City to enter upon the above-mentioned property,1for i sp cti n 71111 sg.S. V, k( S' ature (Owner/A en4) Date BUILDING PERMIT PERMIT# 96dii-'1 2; CONTROL7/ 3798 7 9 DATE Mf i INSPECTION RECORD OPERATION DATE INSPECTOR OPERATION DATE I INSPECTOR BUILDING APPROVALS MECHANICAL APPROVALS Set Backs Underground Ducts Forms & Footings Ducts Slab Grade Return Air Steel Combustion Air Roof Deck Exhaust Fans O.K to Wrap F.A.U. Framing Compressor Insulation Vents Fireplace P.L. Grills Fireplace T.O. Fans & Controls Party Wall Insulation Condensate Lines Party Wall Firewall Exterior Lath Drywall - Int. Lath Final Final BLOCKWALL APPROVALS POOLS - SPAS steel Set Backs Electric Bond Footings Main Drain Bond Beam Approval to Cover Equipment Location Underground Electric Underground Plbg. Test Final Gas Piping PLUMBING APPROVALS Gas Test Electric Final Waste Lines Heater Final Water Piping Plumbing Final Plumbing Top Out Equipment Enclosure Shower Pans O.K. for Finish Plaster Sewer Lateral Pool Cover Sewer Connection EV±psulation Gas Piping Gas Test Appliances Final Final Utility Notice (Gas) ELECTRICAL APPROVALS Temp. Power Pole Underground Conduit Rough Wiring Low Voltage Wiring Fixtures Main Service Sub Panels Exterior Receptacles G.F.I. Smoke Detectors r Temp. Use of Power Final Utility Notice (Perm) COMMENTS: Building 53-340 Ave. Madero Address Owner Stephen. til. Jones Mailing Address P.O. Drawer.4656 CityZip Pala Desert, CIN 92261 Contractor Sauce Address Zip P.O. BOX 1504 78-105 CALLE ESTADO LA QUINTA, CALIFORNIA 92253 No. 13524 BUILDING: TYPE CONST. V14 OCC: GRP._ A.P. Number 774-034-045 T t `>n $l U 1$13 (6.19)346-33L6 6i3)3465-3366]Project Legal Description » tiG Description SFD State Lic. B 518713 (City 2096 & Classif. Lic. # Arch., Engr., 'Ste phen JonesDesigner p Agdddrre`ss Tel. City f Zip { State @ 1 Lic. # CONTRACTOR'S DECLARATION I hereby affirm that I ani;licensed under provisions of Chapter 9 (commencing with Section of Division 3 of the Business;arid,Pipofessions"Code,Fan$iny license is in full force and OWNER -BUILDER DECLARATION I hereby affirm that 1 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 also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law, Chapter 9 (commencing with Section 7000) of Division 3 of 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 penalty of not more than five hundred dollars ($500). 0 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 thereon 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 orimprovement 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 or sale.) ❑ 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 contractor(s) licensed pursuant to the Contractor's License Law.) ❑ 1 am exempt under Sec. B. & P.C. for this reason Date Owner 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 co( y thereof..(Sgc. 3800, Labor Code.) Policy No. Company V. i f `7; E6 Con is filed with the city. ❑ Certified copy is hereby furnished. CERTIFICATE OF EXEMPTION FROM WORKERS' COMPENSATION INSURANCE (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 thg 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. Date Owner NOTICE TO APPLICANT., If, after making this Certificate of Exemption you should become subject to the Workers' Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. 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 if 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 to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives -of this city to enter the above-. mentioned property for inspection purposes. Signature of applicant Date Mailing Address City, State, Zip R3 lint Lr-\ U inti ZONE: BY: ' II INIPA, 1 0 1994 II Hl I Minimum Setback Distances: I U rv: U Front Setback from Center Line Rear Setback from Rear-Prop-L-ine M Side Street Setback from Center Line Side Setback from Property Line FINAL DATE INSPECTOR Issued by: Date Permit Validated by: Validation: Sq. Ft. No. No. Dw. Size 1620 Stories Units New ❑ Add ❑ Alter ❑ Repair ❑ Demolition ❑ Permit includes 172 1.f. of 51 block wall ' and 184 s.f. of covered porch.. Retaining walls, pool, and pool walls ahA l l hp airs! a i ai cl x EaT 11- 4-aalh _ Estimated Valuation $99,284.00 PERMIT AMOUNT Plan Chk. Dep. Plan Chk. Bal. 5451W Const. 639.150 Mech. `6y a 00 Electrical l _ 44 Plumbing S.M.I. 4 _ Grading 20.00 Driveway Enc. .00 Infrastructure 2.095.05 x'p+. _ r 25.00 TOTAL 316 # . r " REMARKS lint Lr-\ U inti ZONE: BY: ' II INIPA, 1 0 1994 II Hl I Minimum Setback Distances: I U rv: U Front Setback from Center Line Rear Setback from Rear-Prop-L-ine M Side Street Setback from Center Line Side Setback from Property Line FINAL DATE INSPECTOR Issued by: Date Permit Validated by: Validation: CONSTRUCTION ESTIMATE NO. ELECTRICAL FEES NO. PLUMBING FEES IST FL. SO. FT. ® $ UNITS SLAB GRADE 2ND FL. SQ. FT. BONDING YARD SPKLR SYSTEM FOR. SQ. FT. ® MOBILEHOME SVC. BAR SINK GAR. SO. FT. ® POWER OUTLET ROOF DRAINS CAR P. SQ. FT. GAS (ROUGH)—Z 7 DRAINAGE PIPING WALL SQ. FT. OTHER APPJEQUIP. DRINKING FOUNTAIN SQ FT ® TEMP. POLE URINAL ESTIMATED CONSTRUCTION VALUATION $ GROUT WATER PIPING NOTE: Not to be used as property tax valuation FINAL INSP. FLOOR DRAIN MECHANICAL FEES WATER SYSTEM WATER SOFTENER VENT SYSTEM FAN EVAP.000L HOOD SIGN WASHER(AUTO)(DISH) APPLIANCE DRYER FRAMING — GARBAGE DISPOSAL FURNACE UNIT WALL FLOOR SUSPENDED i LAUNDRYTRAY AIR HANDLING UNIT CFM REMARKS: KITCHEN SINK ABSORPTION SYSTEM B.T.U. TEMP USE PERMIT SVC WATER CLOSET' COMPRESSOR HP POLE, TEM/PERM LAVATORY HEATING SYSTEM FORCED GRAVITY AMPERES SERV ENT SHOWER BOILER B.T.U. SQ. FT. ® c BATH TUB SQ. FT. ® c WATER HEATER MAX. HEATER OUTPUT, B.T.U. SQ. FT. RESID ® 11/4 c SEWAGE DISPOSAL SO.FT.GAR ® 3/ac 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 FFEE STRUCTURE / PLUMBING ELECTRICAL HEATING & AIR COND. SOLAR SETBACK GROUND PLUMBINGS UNDERGROUND A.C. UNIT COLL. AREA SLAB GRADE ROUGH PLUMB. BONDING HEATING (ROUGH) STORAGE TANK FORMS a SEWER On ROUGH WIRING DUCT WORK ROCK STORAGE FOUND. REINF. / GAS (ROUGH)—Z 7 METER LOOP HEATING (FINAL) OTHER APPJEQUIP. REINF. STEEL GAS (FINAL) TEMP. POLE GROUT WATER HEATER SERVICE FINAL INSP. BOND BEAM 60:9 WATER SYSTEM FINAL INSP.— 8.—° GRADING cu. yd. $ —Plus—x$—=$ LUMBER GR. FRAMING — FINAL INSP. ROOFING Gj r !! ` i r REMARKS: VENTILATION FIRE ZONE ROOFING FIREPLACE SPARK ARRESTOR GAR. FIREWALL LATHIN MESH INSULATION/SOUND FINISH GRADING FINAL INSPECTION CERT. OCC. FENCE FINAL INSPECTOR'S SIGNATURESIINITIALS GARDEN WALL FINAL Building 0 U fzwI Address t / /j -F► Owner Mailing pb Ar ddess 11 %LAt.J j7( City Zip Tel. Qum P.O. BOX 1504 APPLICATION ONLY 78-105 CALLE ESTADO LA QUINTA, CALIFORNIA 92253 Contractor Q FJ -C --k Address Po (QRv ra z Cit Tel.. n` Sf( " Zip j2Z l S4 324 State Lic. City & Classif. 7? ( 2>71 IS Lic..# Arch., Engr., Designer:a> \ Address fbA Iil- A .,,1J - 4 Tel. 331— L' 3 / City State to P/ l-AA i Lic. # - ICENSED CONTRACTOR'S DECLARATION I hereby affirm that jam I. seal ur der_provisions off Chapter 9 (commencing with Section . 7000) of Division 3 of th_ee Bys/iJ ess a Pro}yess Ion Cotle, my license i In full force and effect.,— 1/ % Y \ — ^ 74 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 requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law, Chapter 9 (commencing with Section 7000) of Division 3 of 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 penalty of not more than five hundred dollars ($500). 17 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 thereon 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.) L 1 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 contractor(s) licensed pursuant to the Contractor's License Law.) 1-1 1 am exempt under Sec. . B. & P.C. for this reason Date Owner 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 O':Copy is filed with the city. ❑ Certified copy is hereby furnished. CERTIFICATE OF EXEMPTION FROM WORKERS' COMPENSATION INSURANCE (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 thg 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. Date Owner NOTICE TO APPLICANT: If, after making this Certificate of Exemption you should become subject to the Workers' Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. 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 to comply with *all city and county ordinances and state laws relating to building construction, and hereby authorize representatives -of this city to enter the above-. mentioned property for inspection purposes. Signature of applicant Date Mailing Address City, State, Zip 1 Run nwl; nivi.q nKi JILDING: TYPECONST. &.. OCC. GRP. / P. Number -7 3 ® nn ;gal Description C-iq_ L c oject Description Sq. Ft. No. No. Dw. Size - Stories Units New ❑ Add ❑ Alter ❑ Repair ❑ Demolition ❑ aimatea valuation PERMIT AMOUNT Plan Chk. Dep. Plan Chk. Bal. Const. Mech. Electrical Plumbing S.M.I. Grading Driveway Enc. Infrastructure TOTAL REMARKS ZONE: BY: Minimum Setback Distances: Front Setback from Center Line Rear Setback from Rear Prop. Line Side Street Setback from Center Line Side Setback from Property Line FINAL DATE INSPECTOR Issued by: Date Permit Validated by: Validation: CONSTRUCTION ESTIMATE NO. ELECTRICAL FEES NO. PLUMBING FEES 1ST FL SO. FT. 0 $ 2ND FL. SO. FT. @ POR. SO. FT. @ GAR. SO, FT. @ CARP. S0. FT. 0 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.lEOUIP. LAUNDRYTRAY AIR HANDLING UNIT CFM TEMP. POLE 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 SO. FT. @ c WATER HEATER MAX. HEATER OUTPUT, B.T.U. SO. FT. RESID @ 11A c SEWAGE DISPOSAL SO.FT.GAR @ ?Ac HOUSE SEWER REMARKS: VENTILATION 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 SLAB GRADE ROUGH PLUMB, BONDING HEATING (ROUGH) STORAGE TANK FORMS SEWER OR SEPTIC TANK ROUGH WIRING DUCT WORK ROCK STORAGE FOUND. REINF. GAS (ROUGH) METER LOOP HEATING (FINAL) OTHER APP.lEOUIP. REINF. STEEL GAS (FINAL) TEMP. POLE GROUT WATER HEATER SERVICE FINAL INSP. BOND BEAM WATER SYSTEM GRADING cu. yd. $ plus x$ _$ LUMBER GR. FINAL INSP. FRAMING FINAL INSP. ROOFING REMARKS: VENTILATION FIRE ZONE ROOFING FIREPLACE SPARK ARRESTOR GAR. FIREWALL LATHING MESH INSULATION/SOUND FINISH GRADING FINAL INSPECTION CERT. OCC. FENCE FINAL INSPECTOR'S SIGNATURES/INITIALS GARDEN WALL FINAL DESERT SANDS UNIFIED SCHOOL DISTRICT _ 82-879 Highway 111 NOTICE: Indio, CA 92201 Document Cannot Be Duplicated 619-775-3500 Date 5/13/94 I Type of Permit La Quinta No. 112826, Permit # Log Owner Name Stephen M., Jones No. Street See Below City La Quinta Zip 92253 Study Area 110 APN # F I Tract # Lot # 0 Square footage 14860 Type of Development Single Family Residence No. of units 0 Comments 533x40 Avenida Madero X1/620 sa. ft., 52570 Avenida Tuarez 1620 s6- ft 53320 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: EXEMPTION NOT APPLICABLE This certifies that school facility fees imposed pursuant to. Government Code 53080 in the amount of 1.65 x 4 860 or $ 8,019.00 have been paid to D.S.U.S.D. for the property' listed above and that building permits and/or Certificates of Occupancy for this 'square footage in this proposed project may now be issued. Fees Paid By Desert Custom Homes Telephone 346-3366 Name on the check By Dolores A. Ballesteros Superintendent1.7 rr , fib,.. Fee collected/exem ted by Vickie J. Durrett v PaymentsReceivedF r . Signature ^ heck WNd. 002003 Collector: Attach a copy of county or city plan check application form to dish ct'copy for.ali waivers. Embossed Original- Building Dept./Applicant Copy - Applicant/Receipt _ Copy- Accounting k .. STRUCTURAL AND CIVIL ENGINEERING DENISE R. POELTLER, INC. 79-301 Country Club Drive • Suite 202 • Bermuda Dunes, California 92201 16 May 1994 Mr. Mark Harold CITY OF LA QUINTA P. 0. Box 1504 La _'Quinta, CA 92253 RE: STEVE JONES RESIDENCE - Plan 1550 #201 - 53320 Avenida Madero C#2Q25'3"340- Avenida .Madero #203 52570 Avenida Juarez .Dear Mark: I have reviewed the dead and live loads used for the design of gang -nail flat roof trusses provided by A. C. Houston Lumber Co., and found them in substantial conformance with my original design loads Respectfully submitted, Denise R. Poeltler R.C.E. 33446 DRP/lm . W.O. #94-15.6._94-157, 94-158., CC:.Steve Jones, Contractor \4! 33646 = OF C TEL. (619) 772-3966 • FAX (619) 772-3986. 1 CLIENT: Stephen Jones Construction PROJECT, LA QUINTA RESIDENCE 1 #202 ADDRESS: 53-340 Avenida Madero 1 LA QUINTA W.O. No,: 94-157 1 . DATE: 10 MAY .1994 1 ' STRUCTURAL AND CIVIL ENGINEERING DENISE R. POELTLER, INC. 79-301-Country-Clul) Drive • Suite 202 • Bermuda Dunes, California, 92201 TEL. (619) 772-3966 FAX (619) 772-3986 i . 5 03 © DECADRY PRINT® R 5 the flying .buttress. BYDF2P DATE 4 - W.O. NO. `3-; I SHEET j 79-301 79-301 Country Club Dr., #202 Bermuda Dunes, CA 92201 CKD DATE / JOB LA ' UI r. i R [ y iPLt,• .1, 4 (619) 772-3966 FAX (619) 772-3986 r' PREPARED FOR: 5 j :pl-}- ., Jc lEs cc z Li.GTIoIJ • P. o . fox 4 S . 5 1 P IJ GT IJ g A G 1'GU L, 1W N - e sl N F% ' r-/-\ N a F --R D /a• I . r , Poo L 3 0 I0sUI..'i10N ' S11 YPC D Z. Z ' (`'l tiN -{" I {ISG . 'Z • o ' PE '!s D Uo.p o Psr W'1/1 1 I:0/X-0 'L 1G tZ pts' r rl ice. l.o - .;, • . 'G x { s"rU b ' V•1,a I i. W ' F0 r'I .-6qv ST GC.v so % - I'(' : _ ► o PAF . , r . pFESslok • off! ! Exp.6.30• 4 * . R 5 the flying buttress SHEET 79-301 Country Club Dr., #202 Bermuda Dunes, CA 92201 • BY IDRP DATE - CKD DATE- W.O. NO. JOB V • RFS Q ' r7 6r.)C. ` Ick (619) 772-3966 FAX (619) 772-3986 PREPARED FOR: ' ?= 0 4 wog - .o ; 9- I o) 2.15 Wt, t. o• l 8 3 3 uW Co tv mac. r WIND . x "1c•r'I w CIO P=er L_Lir1e. r___ Ra fEfz:. 1450 95, 1-1 x10 Qr Lr t;r-- 2- L_ L_ 17+00 t I 9 x10z:+r---v4 'S'TLiD 7i `di` e j• j C. f7 ' b L'STp r -✓o I I. - iJ o So l LS PO IZ P R a11-1 i C)1 1-J. U' .' U is r 1 1 !`4 Pc F .3346 Epp• 6,0.34 OF C z 9 (v z " ' I I \ Oi II V 1 j - 300 i PO e, 3446 Exp, 8.30.94 o, OF C ► -9 ' JOE NUMBER 4._10F, JOE TITLE STEVE JONES PLAN NAME LA 0UINTA R E S I D t.!C:-: DATE ' OPERATOR NAME LMM kAl,*::K;.::k "k Ar J: Ar R-1 RAFTERS 'OVER-ALL LENGTH-. 7_00 RCTS AT: .00 7 ,. o APPLIED LOADS ( DOWN +) ' 62 REACTION'S (UP + } LEFT: 217.0 RIGHT: 217.0 USE NO2 DFL .2y\ A= 8 '> „50 7.563. I= 20 _ . 37 FV= 95.` E=1700000. DF=1 00 ' CRIT SHEAR - 189. AT 6.,54 1 . v,*V/( A*FVm,,C)F SPAN MAX MOM 380'. FT .LBS AT3 .50 FB=1450. M/( FB*S*DF )= .42 ' DEFL= -.09 AT 3.50 L/240.- .35 cu+- IGo"o,G. OVER-ALL LENGTH" 4 , 50 RCTS AT ; nn ' APPLIED LOADS 324 (DOWN +) I UN I F L C 'i i";_•- REACTIONS iUP +) ' LEFT. 729.0 RIGHT 729'0 *:k* k K?k USE NO1 DFL 4X 4 A= 12.250 S= 7 .146 I= 12.505 FV'= 95_ E'=1800000. DF=1.00 ' CRIT SHEAR = 63S., AT .29 1 .5*V!( A*F'.;:DF 'F8=1750., SPAN MAX MOM 820. M/(FB*S*DF )= FT LBS AT 2.25 y—SSIpH -- DEFL= - . 13 AT 2.25 .79 L/240.= PO .22' l F 3"6 cr d • • OVER --ALL.' LENGTH - 4:50 RCTS `A. T , 00 5. 0 ,PP. LIED LOADS ( DOWN +•) 0i UNIF LOAD ti /1-F REACTIONS ( UP LEFT, 11"34.0, RIGHT: 1114 '.0 USE <NO1 DFL X 6,, A 19.250 S= 17.646, I= 48.S26 F 5 . E-1800000. ' CRIT SHEAR 903.1, AT .46 1 .S*V/(<A*FV*DF) _ 74; I< MAX, MOM 1276'. FT .LBS AT .25 ' F B= 1500. M/( FB*S*DF) S8 DEFL= -.05 AT 2.25 L/240.--_, 22 .0 VER_.: ALL L Ef IGTH : 14 .00 RCTS AT 00 14:00 APPLIED LOADS (DOWN + )' UNIF LOAD./LF REACTIONS (UP r) ' !_E T - 644.0 RIGHT 644.0- -USE 44.0 -USE ' N01 DFL .4X 8 ** -375 S- 30.661 T= 111.148 Vr-- 95. E=1800000 DF -1.00 CRIT =HEAR - 589 AT 1.3 4O 1.5*V/( A*FV-,.DF) - 37 ' SPAN MAX MOM_. _ 2254 FT . LBS AT 7.00 FP.=1500. M/( FB*S*DF )= .59 DEFL= —' q0 AT 7.00 L/240.= „70 OSE- X 12 SID# ' po • is . 3 446. ' es Exp, 8.39-94 %c Q► q OF 19 L :NGiFi i .50 RC'I'S AT : 00 S .50 APRI.-IEl LOADS ( DOWN" + ) 1%•a••rF UNIF L...0AD 11 LF R 1,CTIONS (UP I } 1.0''7 .0 RIGHT' 1037, 0 USE N01• DFL 4X 6 19 .250 S=" 17.646 I= 4.8 . 526 E=1£100000. DF=l .00 -,T'T :=.i -{FAR 925. AT .46 1..5- .V/( ^t:k(W-V*DF } ... :76 SP,I i MAX MOM = 2204. FT . LBS AT 44.25 1 FfR 1. 500. M/(FB*S*DF )= 1. .00 AT 4.25, L/240.= G 3 1 ' OVER-ALL LENGTH: 3.00 RCTS AT: .00 3.00 APPLIED LOADS ( DOWN +) 260 UNIF LOAD #/LF !7'EACT10NS ( UP + ) 1 LEFT." 390.0 RIGHT 390.0 ***** USE N01 DFL 4X 4 - 12.2.50 S- 7.146 I= 12.505 1 FV= 95 E=1£300000. DF=1.00 CRIT SHEAR. - 314. AT 2 71 1 .5*V/( A*FV:+'DF 1 1 P " ,f•d Mr IX MOM = 293. FT .. LBS rAT 1.50 FB=1750. M/( FB*S*DF )= .28 DEF L:= --.02 AT 1.50 L/240.= 15 1 e 1 1 1 . ' X19 1 - Exp, 6.30.94 14 OF CA i OVER --ALL LENGTH, 4:00 RCTS AT: .00 11.00 APPLIED LOADS ( DOWN +) 440 UNIF LOAD tk/LF REACTIONS (UP +) LEFT: 880.0 RIGHT: 880.0 USE N01 DFL 4X 4 A= 12.250 S= 7.146 I= 12.505 FV = 9 E=1800000. D'F=1 CRIT SHEAR = 752. AT .00 3.71 1.5*V/(A*FV*DF) = 97 SPAN MAX MOM = 880. FT . LBS AT 2.00 ' (=B=1750. M/( FB*S*DF )= .84 D FL= - . 11 AT 2.00 L/240.= .20 01'EF-: -ALL LENGTH: 3.S0 RCTS AT: .00 ' ,PP! IED .LOADS ( DOWN +) 903 UNIF LOAD 9#/LF REACTIONS (UP + ): _EFT: 1589.0 RIGHT: 1589.0 *. USE + N01 DFL 4X 6 A= 19.250 S= 17.646 I= 48.526 ' FV= 95. E=1800000.. DF=1.00 CRIT SHEAR = 1173. AT -3.04 1 ..5*V/( A*FV*DF) _ .96 ' rP"'.RI MAX MOM 1390. FT.LBS AT 1.75 FB =1 SOO . M/( FB*-S*DF )= .63 DEQ~ L= --.04 AT 1.75 L/240.= .17 - Exp, 6.30.94 14 OF CA i I OVER-ALL LENGTH 9.50 RCTS AT: .00 9.50 APPLIED LOADS (DOWN 1) ' 404 UNIF LOAD 4/LF REACTIONS (UP + ) LEFT: 1.919.0 RIGHT= 1919.0 USE N01 DFL 4X•.10 A= 32.375 S= 49.911 I= 230.840 ' FV-: 9. _ E=18000Q0 . D'F=1 .00 CRTT SHEAR - 1608. AT 8.73 1 .5 kV/( A*FV*DF) _ .78 SPAS•! MAX MOM = 4.558., FT . LBS AT 4.75 ' FB=1500. M/( FB*S*DF )= .73 DEFL= -.18 AT 4.7S L/240.= .47 t vs 4x 12 OVER-ALL LENGTH: 9.50 RCTS AT: .00 9.50 ' ^IF'PLIED LOADS ( DOWN + ) 565 UNIF LOAD ##/LF EAC7'I01\1.: ( UP LEFT: 2683.8 RIGHT: 2683.8 USE N01 DFL 4X12 '9 .17.5 S= 73.828 I= 415.283 FV_ 95. E=1800000. DF=1.00 CRIT SHEAR = 2154. AT .94 1'.5*V /( A*FV*DF) 8£ ' SPr-i MAX MOM = 6374. FT.LBS AT 4,.75 FB=1500. M/( FB*S*DF )= .69 DEFL= -;14 AT 4.75 L/240 .47 91041.1 Of -to, .33446 . Exp, 6.30- _ t P.,t0 OVER—ALL LENGTH: S.5.0 RCTS AT: 00 5-50 APPLIED LOADS ( DOWN +) ' 565 UNIT .LOAD If/LF REACTIONS (UP °+) LEFT: 1553.8 RIGHT: 1553.8 USE,N01 DFL 4X 8 ***** A= 25.375 S= 30.661 I= 111.148 ' E=1800000. CRIT -, iEAR 1212. AT DF=1 .00 1 y;i:V/(' A*FV;vDF) - ..60 . .75 SPAN MAX MOP1 _ 2136. FT .LBS P,T ?_ . 75 1 FB :1 x,00 . M/( FQ*S*DF )_ 5r, DEFL= -.06 AT 2.75 L/240.=' 28 1 ' OVER --ALL LENGTH : 3 .00 RCTS AT: .00 3.00 APPLIED LOADS ( DOWN + 7 c.76 UNIF LOAD #/LF REACTIONS (UP + ). LEFT" 714.0 RIGHT." 714.0 ° ******,.USE N01 DFL 4X 4 S= 7.146 I= 12.505 FV12.250 = 95. E=1800000. DF=1.00 CRIT SHEAR = 575. AT 2.71 1 .5*V/( A*.FV*DF -) = 7 ' SPAN MAX MOM = 536. FT.LES AT, 1..50 FB= 1750. M/( FB*S*DF )_ .51 DEFL= ---.04 AT 1.50, L/240.= .15 ' ESSI Oa4 Q S °F`r! a W °6 Exp, M-94 CY' c OF Ca` OVER-ALL LENGTH' 4.50 RCTS AT: .00 4.50 APPLIED LOADS 152 (,DOWN +) UNIF LOAD #/LF, REACTIONS ' (UP F) LEFT342.0 RIGHT' 342.0' * *'* USE N01 DFL 4X.4 ****** A= 12.250 S- 7 .14b I'= _ 12.505 FV= 9r,. E=1800000.'', DF=1..00 ' CRIT SHEAR = 298, AT 4 .21 1 .5=kV/( A*FV*DF) - 38 S PAf. MA;( MOM _ 385. FT .LBS AT 2.25 FB=1750. M/( FB.*S*DF )= .37 DEFL= -.06 AT 2.25 L/240.= .22 2 13 OVER-ALL LENGTH- 18.50 RCTS AT: .00 18.50 ' (-PPLIED LOADS (DOWN +) 161 UNIF LOAD i;:/LF REACTIONS (UP ) ' LETT: 1489.3 RIGHT' 1489.3 USE N01 DFL 4:(12 *=k*** ' A= 39.375 S=. 73.828 I= 415.283 V= 95. E=1800000. DF=1'.00 CRIT SHEAR 1339. AT 17.56 1 .5*V/( A=kFV*DF) r_ j SPAN MAX MOM = 6888.. FT.LBS' AT 9.25 FB 1500. M/( FB*S*DF )= .75 DEFL_= -.57 AT 9.25 L/240.= .93 1 10; F Vf r ' Cj d Exp, 6.30.4 s'TgIE QF t 0 1 ' . X 1 ' B - 1A GARAGEiHEADER ` R - (Il...l_. LENGTH ; 16.50 ^C,TS• rIT '" .00 h. 16 50 APPLIED. LOADS ( DOWN +) 1.52 UNIF, LOAD l#/LF REACTIONS (UP Lr.-FT: 1254.0 RIGHT: 1254.0 USE N01 DFL 4X10 .375 S= 49.911- I= 230.840 FV= 95. E=1800000.' D'F=1 .00 CF IT SHEAR = 1137. AT 15 3 1 A*FV*DF j ,'. .7 .5*V./( SPAN MAX MOM = 5173" FT .LBS AT 8-2S ' FB=1500. M/( FB*S*'DF )_ . 83 ti DEFL= -.61 AT, 8,.25 L/240.= ,`8 ' ' r st ' a-o n rn ua cc y XPI . ' y •' 0 , HARDWARE MAX COL. (UON) (UON) P LOAD SIZE FOOTING SIZE REBAR BM BASE P-0 2500 2-2x4's 12" CONT. FTG. 1-_#.4 T & .B ST6224 OR •4x'4 DTL.1/40. P-.1 2500 2-2x4-"S 12"'CONT.-FTG. 1-#4 T& B ST6224 HFAHD22 OR 4x4 DTL .I Co DTL . 1/'Z' the flying buttress S SHEET 79-301 Country Club Dr., #202 BY Q DATE W.O. NO. " I Y11 Bermuda Dunes, CA 92201 CKD DATE JOB (619) 772-3966 FAX (619) 772-3986 PREPARED FOR: [,ATER6e NA<i.-(C-7 iS (D 2 8' x q,b' R oo F ws = ICo psi x 4; f 3x l4 PsF x tet') x,. ,►833= 152 P .F (A)w PsF x ' 4-3,5') 14o Pr.F 72 Z 191,b ws =('fes ► x +- x t+ Ps r x '9 1 x a 18 = 11-7 PL F GroU Pews P(.F g'n4o' Uis = (I& R6 F >c {,p' 1 4- '3 x 14 h'f, Fx r p, X ca ; I B?a 3 i 560y0t- P \1\ u). = i "T $ FL,7 ,F c -1- 3.5 - = 1 `Fep Pc.F 19L r` x 15 : ' > C" P LF 2x40, , w = (r to P✓ F x l X1.-1- C2 -79 3 "" i"8 P !✓ lKJ \j' Q:r> FESSI0# Pot, ti Z c►g' c Exp, "44 h the flying buttress y SHEET 79-301 Country -Club Dr" #202' BY ORP DATE _ W.O. NO. Bermuda Dunes, CA 92201 CKD DATE JOB 19. (619) 772-3966 • FAX (619) 772-3986 PREPARED -FOR: x Z-1 4 ws (Ilrp ,x Z.11 4- S x 14- r'sF .X E3 x o. 1833 = 83 Pt, ,.a- \j E:191 0S ro4o Pt., U1 LO \jI°t, - as Exp, 6.30-94 FRAMING PLAN WED 5 M - A" st uo P lwb .1 I I I I I :the. flying buttross.. SHEET 79-301 Country Club Dr., #202 -Bermuda Dunes,. CA 92201 BY: PRP DATE CKD -DATE W.O. NO. 14-1 JOB (619) 772-3966' FAX (619) 772-3986 -kr U) + I f I I a 0 Ir ; + Ila 1z C(l Cos UA cr. 3A -Ztz' +Kofi X 1 the flying buttress .SHEET -- - BY 09'P DATE _ / 4 CKD DATE w.O. NO. 94--1 JOB OV FiR"rQ6ZO I K)G, 17 i.9 PREPARED FOR: _ ..o Ii "f tJ .R• N I.NI f.. _ . P. s . . ZZ O nL.t. a b io4 8' 7 7 [7 — G S 5 2 23q 4-PP4-►-o Z z d . 3.s o gi ►+-P z z 21G sz5 II 1215 F4 Pa X22. Vi I I z O q• 1 14 7 ZD . Moo 8 14 l !oo o + -P -► ZL 1 8o S' 1 g -74 wi h L bo I o n 3 e. X 4 3 150 3 N+'P }•I•b 2 z - Q 886 101 410.5 OpI 2 2gCod log S.S 5'3$'lIhD Sa 1727 I► c -rozz J 137fo 8 .3 2.3 2081 I IPS ho z.Z v9 1370 8 21 X 137<v 8 til 5 24 -- soo s+ 4 w EWFCF the flying buttress 72-757 Fred Waring Drive, 1/5 BY __p P._DATE._yA W.O. NO. 4' SHEET Palm Desert, CA -92260 (619) 346-5445 CKD _DATE JOB [Am— CI ` t 41 FI t rl 1t1 1 N .1 1 ct N o6I ' pj ..1 ley 1 f: j i ` i ! 1 ............... y ._,m V$ .._... . .......... fI , ... - - ..__... - - M N t Q (Z riG a Nf I 0Id '3 E ; I pp PO 40 ii i f i sCIV DF _4 LI I .r SHEAR PANEL SCHEDULE. STUCCO .SHEAR WALL SYSTEM: 2 x 4 STUDS AT 24" O.C. (MINIMUM) FOME-COR (or equivalent) SHEATHING APPLIED WITH 3" HORIZONTAL WEATHER LAPS AND 6" VERTICAL LAPS, SPOT=FASTENED, INTO' PLACE. I.C.B.O. # ,1-1/2" x 17 GA. WOVEN-WIRE.LATH ATTACHED WITH 16 GA. CORROSION -RESISTANT STAPLES WITH 1" CROWN. STAPLE LEGS = 1-1/4" MINIMUM AND"LONG ENOUGH T0.' PENETRATE FRAMING AT LEAST 1". OVERLAP LATH 3".M.INIMUM'. (V.1tov = 170'PLF) A35 CLIPS: 24" O.C. (Valiow 225 PLF) ANCHOR BOLTS: 11211,W AT 32" D.C. (U allow- 235 PLF) 2\ 3/8" APA -RATED PLYWD W/8d AT 4" O.C. EDGE, - TOP , DGE,TOP, & BOTTOM PLATES, AND. 12" O.C.FIELD. P.I. = 32/16 (Vallow = 360-PLF) ANCHOR* BOLTS: '1/2" AT 16" O.C. (Val.low = 470 PLF) A35 CLIPS:' 12", O.C. (Va11ow = 4501PLF) Q3/8" APA -RATED PLYWD W/ 8d AT 2-1/2" O.C. EDGE, TOP, & BOTTOM PLATES, AND 12" O.C. .FIELD. P.I.32/16 (Valiow = 530 PLF) ANCHOR BOLTS =.1/2" JY AT 12" O.C. (VaIIow 625 PLF) A35 CLIPS:' 8" O.C. (allow- 675 PLF) ROOF SHEATHING 5/8" CDX,,,STRUCT. I PLYWD WITH 10d AT 6" O -.C. EDGE, BOUNDARY, & 12" O.C. FIELD, P.I.= 24/0, UNBLOCKED, CASE 'I LAYOUT (V 285 PLF) allow STEPHEN JONES , RESIDENTIAL COMMERCIAL. S FLOOR-YRUSSES 85-435 MIDDLETON STREET, THERMAL CALIFORNIA 92274 h OFFICE: (619) 397-4122 • FAX: (619) 397-4724 Wlaug 111"1" 'Prow wouoq WI to do, 441 of WI!tu 'W!Pl!q .W to u1Wq II•1 pop-lauox, a V1Wal sswl WI Woy uaw.a u. I.1 01 In ley 9 u.41 4IsoA ou le Wn.,q lunt,l snonuquo3 'plo43 10c,soil 10 wsta 4l w P.purls- n eun.q A,.,..., 'Prost, Uat OW M Buue.l aoOlo m4 01 "Pro ul 'web P-43 UANO9 [ Suoss, Iw06np =I- pen .! 6u!xq lath is ,luso Mw 141 Ua w." IMIII NI NInIs•ll! Iglo nnB!1 :nNuaw pawl 111 10.-1d NI U! Bupeg Iwp6np.nnunn! !Iso 6!jla'Ieguedw! 1! 6uaq IWO6n!p .your wenn ,odt q.q w pun g molts Aew Ilxg6- got tu.soy '6unuq lftO6f!P 041 10 u-1 Ie1Mr!,4 .4s ., ro'I.1 OZ Wax. IOu Bunnq I.uOBnp 10'In wx u.rlq 60o sll stills pep soul-,.! 1! IN 11UP!AO 84110 41Wa1 11-1 4, sot AUno ..!IuM u., w W!a.q Inlo6s!p Iel Al -u Ant,4ua6 10..! is Jand I.011 ml slawalus I.l 9 puts ...nn Idol ,g V1Bual asNl 41 6uole flwnu! 1.4 91 uNU l ,.uB M I. Wanw d .q I! 4 P - x l pwwol sl t! 'W!Ila.n a - II '6uneq Innn f M 6u!,!"Ou agtuaw qsr 4wo 1. Popp. act 6unuq yule test, Wwhu-lou f! It'Bunuq Iuwawo.. 11 10 JIM . Oaaq Am pug 'Bunnq lu.uawsad en ail d Iwnlassi t, WI uo pnPxOa IN -9-1 amu -41 1. Wl.lw! • 'Pup-wwux, Osy.11 6u!ppng 41 .Ww!'uo -..p n!rood. -41 u .asuq wnoA Iw:!,!ppd'.I..q w tat q I! as Z .ale!d us ussoup pollot q pinoN lint! Meq pu- 41 'Wsufaua Ali- pun PunOA NI wu! U.A!lp -1-6 . OI p -,q t M putt dol UNl lnV W I Ig t! pilaw A,OUt,It!Im also 'Wx,q .! assn W,1 .W Ilan soul u0 hill-- In6 Is Ol IPuaMp waUA. 6u30Aq (•oZ •tA!d Pus wcwa w.nwl,V w3 q Il I IIs 111 11 11 u.na wnwj Pfru..wmww m, .ara w^oq (sol= resell Allman n 6uneq %141 'slagwaw nor 141 10.old out w w 6x,d A-0dual llellu! sit A,-.. ale s! II 'weld ,Norm qam 'Z 'Iq)E unfi!d U! U_,, so .n.,l UII to Isla 841 le 6unuq o1 w,anip s! u e ,nM!lad '[ass len Ills 101 PPawwotn a u,nled 6uneq lel w sot a 10 son -41 'sassnn MII 10 IM, loll at WOW Ow 141 10 au.ld out w 6uneq I1e1- 0I ,01- uto u0iwa4 so. g,pl!nq 1p. 101 IufUMI. AIIentm a 11 --dJ W,4xp.4, 6wanp ua. Alnn-u g4 Zit art amino NI'P.Ildd. p W!ixp politlAlO NI to p-Aus, q .^N 1M s PI-4-Ilws 1! 1.41 Oa dol 141 10 slit --al- out uO Pte, q pmWw ol[ odol 41 ,01 6uneq is J91 snonu!luo- out •alq![wd O 'All .Iq-B al -oda dol a4t 1. weld 41 u! 6uneq An1Mwn .1X.1•11! (.)E .,nfi,l 'neuslatp usasts" quuaw! lugs putsBunuo Innes u.wq .us.- luny .,.A., AM poll A...4 so [ A 6-01 :31011 'PIO11 dot 4t10 n"Id Ins w Appge,f sol ImAnoss, wl6ueul 841 Pug 'wlBu. sadists Sp Alelew!.ONde ,0 las P. Bganq I ls.n t4i U,=Iq WleMl "InsoB•0 '1.1 al O 11ts1 ZI OI -..4u ass, Aew .lualel ualr,g Wnedt t!41 tato apu, w alqnop 1od - o out pue wnn11 tell .Bass .11 10 INA sal... -All Wdolt to sus, uiarlag al.ualw I., 01 01 laal 9 Alalew!.ols.. le pal! au!l 101--,0 au!I 'BPI' BVI 10 111 9 u.ql!r WII@Isg q 6unuq 1 -se, tnonu!luot 141 Pp-wwox, 141 agl's1N1 U,!I .41 OI P4 as mann OUIO IIV Ali— Wgllnq 141 to No .41 le nun lust 041 -Ai OI lu...u. Isnw 1 is a,a4 ..Pu.d V .Vl u! poluund all sM!Ie AANAUON, on!Ie '6u4WN W!1np a6ewrp luaand OI A,.a.- w 'palma, a,.- •nwoo do -lase tldVlnw pue uN aW.- l0 un out 8.!pnlw! •W!15I lodwd 'Pa6ewep Allnnnn,ls IM a1. %UN. I wow a4, IWI a1N.f OI su.!,n-,. alentape Isles I.w louenuo, n,o Us 141 uonx1311-116uun0 :011413DVLS (pit nne!d sour< sw eon nnoOn a. w..v.wm tiabp MI u1A!d '-A..p 6u!pl!nq .W Aq p.gw,nop n su.aw ANIO '[ '!!P!l w,A!d) s,.gw.w par to Buolo.y) u! 6unuq lwoa.!O 'Z '(mI mAld) Ills Pull PBm at aM,W- la .I :Aq PwM pola ssldO. q Asw •!Vl'Iq) l nn6!1 u! Urals. 441-6X1 sola! w l 'Pomp u os'gwaw unit Ile pino o twwawow I ... le, -1 .nw pw-!n1., ro Wgwt,1. g *1 u"It"', xIe4t f 1441:Inds,mPw.^WVoI Pn rMo4,ta lot Wlaa,, u. AoUUw W1!aM a &,!-q Malls put 'W! n! Ioop!rpl,! U91160 =NJ No u6!.0 6u!pl!n9 W!,nO :3110 30VIS '-all-- ql 3. W!Idd. w I.w Asta41 l44 j'u9!.p u! I! ,OI R."" .0lllaod WI u! ,squw aand Aa. PIN OI aun all iO auv10 041 OI 1 1.0Yf 1 -991 -up, Ot odill 1-n!iAldso w1! 6uneq to A10a41 all anll. -,!1-.41 10 W!Pag Inns st Ullw 01 .u0!1twuM Pt, W!a..g luanylnl Nl>•m IIp1s (a 0-P nnn aW Imo) 4uBn.P BU!pnnq •41 '9 'UB!wp u! ,01 w -—aniline all ul agulnu ..,1 A4. PIN OI UNI ay3 ly aueld 941 of wlOue sap.,- Wueq ,w!xHl. "Paid' Mos u6rwp Wrpl!tq 1p. 'alA!wp tan„ WI Ag W!Ilaads 6uneq IUIsI.I WI OI ugl!pW Ul 'A IUIM 1 1. P!IM. sot .Pt,q pnulunuM Puts'PINt dol 041 to tuild 041 01 It,w10u W!IdM' u apo! pull, 'Alt-.- Ix 1p.ol ug ,o poop P ww!-As '9 W, A 'sleualu! .'M!1 -01 -!,1tats01 If Ptunl llfatn a saw; w !..4.03 'S Z sots- u! pax 1 .! NI Vat n W!IoOs q ewx,q uo!3xa 141 lummox , IOUs ll 'and ouU ay (auB!Wp eu!PpN aLP WI!w9 q Alusnaxu IOU Ig 'roll! A.w ewxq u0 q A,uMwsj M!1.11nw! all• No'6u!,np'uoyq 1.wl6nts u! Pu!nuyw .a ANI INI Put, uoilx,. 6Upnp pahwtp Alle-anuli too Ise Unt Por NI IoW nnsw Isnw .N 'Bu!x,q .UnOOurl -old lot put, 4 Bu!lpt UNI Poor -4 ,01'Rolls sots" U Iwxduoa uanx4 10 UJPVQ -41 "CAA luM uOpx. to apl!g oVl Ad Pp!AoM q pin" put 'a6el3ad nN poor out 10 lied w PWIUUN All.nan 1w Itirlltw..u, 6.,x19 'teurup u6!tap 94110 Will to u.10 6u!well t aull!sap W IPI!AO 841 uO Ur04f ad gn04[ spelap uO!Uauum Pt, 6u!xq nn, j 'a,n sus 8UPUt 241 to Ai!I!q,O Iluaw 41 lot -u so'uw pr111 aquua4041 01 ,elna!puaNao Put tP-P wo11M 41 Aq Ww,al mond WI w'swo4a dol Out All Ww,ol wets aw w Pup-uw-1 1! --mid stow ,o 1-1141110'nmol 141 O3 WP -w u Bunnq IwOM1p ,ol w M w W4UW Puts uoilpol'arn wAta,ap II.W ail '4u6!.P BOWON1 out Aq AlaluMa P4pAUM q u ,1 poor BVI 01 t I!.VI put, slwwalt,atw.n P.14410 nt Wool 1e.4t 1w6ull np'W!auq .-!. '6u!xq IeuoO '6uneq pu!r se l -N YlwwtM l!n1 u&.p !e!xd9 .I Wee -fie! uaweA q Imo P Aq wu!ut., 10 Pgyaue Alluau!Ilru s! WtsI ad INI put Pllnws Al,aPwtl s, 6unep Ia,nfl Pa.,.-, 41 IWI w01ax0 Isnw Adeno U! to 4u5pi, 6u!pl!nq 241 '1012enu03 Uglasl ,o aPl!N WI All sWwtelp u6!wD nnA 841 uO P!pxdt u011 -I aVl Ie Pllang Outs Wynast ass 141 u! W!IMN q OI P Bu!>uq In.lel '[Bosnia W!.p assn aW M P!Inoot q Ila• 1111 6unuq AIuO 141 1! Pe ufi!.p nnn pots out to ,ad • t! '[squaw ssn , l,np.upw to 41&Iq W 41>g new, OI u5nap Aq Pnndn Iso Afw to 'Bu.mq lualel anima w 10.." 'Awn sluausls.03 Ir,NanAs 1. saRN] Up rot slu!OI It utuww ploys 10 Al!nwlu 3 u 0441 'P Pots O:) -laid Io ufi!.p 141 ,o/ Wpuawwoau a4 .1-111 -PPM PIxuMO -Intl 'Alun wa,ol InaW 146!1 lotsuglea!paaOS u6!u0.. alnl!Uul aleld ssNl 041 lain to uo!Iw,W,mp 101 nwd it pwuM uua a4 aqw -It ' 'Wnoo1 U&wp.1. Us IsnM Ulos' 1; '•1!110 ss01 a 0, gni, ✓0410 w. w to rd Va!lr Pt'nm,alna oue 0-!110 sol Jag e n ng pit Pu.'I.U4Aow Urns., I.-. of pit t wnt"s 'also INO 041 10 -fent- . U! I1-1 Aew tat-nllauw eW 'Nlso!wt p.IlsUu! •nu.uedwM lunwwu wild an UsANl 'Z 'W,ou6! 11 'wlou6! so PII!p^I 4W!o all wo!.wlla. sA!.- luog!u6 '.IU.OwO u0nop `! w,g!-A pus Allea, Nl to Au.w iNi uo,I,n,, - to a6.. laa!Iw 1!4 l le u 144!1-. n0a u! u,opun 'ly&nU AIIe!1!u! 11t, ,adwOW UN j 'l 1:'Walw poll adtow a 10 Buneq puts ugixa Iw9 41 us tint ,e s! .!l1 IWItsula!gaI Puts pw8!.p o4 -nnn P- Allnlam _H a p.!4 u&.W !d1 Will mu.wwx us wenn poor to ukNJp ill_ R 61LC9IM'uoSipeWl OOZ ai!nS'anua 0u;0u0,a C89 4, '31f11USN131VId SS(lal "1 e Is! II'wVlfaus to pa>eq on, Atm arolq 6u!14 -q lune) as lq!Ift- uo. ap,4a dol ssAli'prow d01 .41 to wntl .41 u! Bu!xq a rolaslluM !Ixa ,o ,apl!nq 141 Its Iu.UOdw! Isom 'Puna PM43 is 'I •wnd (bu!I!o) prow o 7 "A P,•'su*•n w lnan!P-I1 aund Irx., ro wntl ,tuaw ous u! . n0 (WN,.lt) wont doll dd, a t n gk OI wawa low wl ls! awa4ln w wane .,41 g -!lade t Isnw W!xq ssN j W!1 6u- out 1. P1Aosun Its u0!WuuM Ail a 1s .loess Ol tannll ..O oo • W!a.w 6un01!pa_ to ne 1!41 'w!lod, a W!4italla at lw!>.et Isnlpq o3 6uneq Ww IA.a1 id Muun !d wprllN n Wl ol1 wo01 lt oil III Buneq se Wu!f1u!w t ppgns wenn ua sou.q 6u!mOI Ian3 'P0412w.w!I B It OU0441 01 oloo,allt ngndWe .qq.... u land O u! wll!1 wVl n. 41!-is!un p.x,q ",.,A'N. .,U! OA 141 u0 'sanNl to WMA 10 Alquataw,d ',Nuaw poanq out III— u -!'-'-,w Aa. Is n!w Ist WP -4 algnop Ott1 41M papist .q pino4s Iall-I 6upeq A-cclu,al '(41" wnw!ueu, ,.19) 6unaq sit nu!IUM not 10 uglellelau! olt,!poww! rot UO!teled.,d u! Alpaodwal MA s.lun 'pnpwwurox, rM n wouNt uM.IW uo-tpu at unl to sex. 4 !x0 1~ 1 10 ass,Wl 'Gu!lpuN ,01In!lata w 6uol u g mono p put ActAnl uoPww!P o -Z unit wlmo aIW pinol, Wnuq Anlodwal'Wllidsul t Ufa W141." ro/put 'Bu!ryaap'6uneq IUwswad.41 wun M!1!PM1 also Is u! puts luowl6ls ! 'gwnld - -41 plot, of 6u!xq A4IOdlw1 1 -!!Ills AIdW Isnw IO.ntuM uglaa As Iapl!g all) 'axle w M sot, -UNI aV .o4M mw ts 6u!rgie anyl Ino Ilnd Its Ito l.,q u. peas awul'ssna y,!/ Nl scout w WPM alit 10 put WI al qsx IAN 01 Ppwwwox, IOU it 11 1trn,W 1 r w 'Adnnn p IN. N 1.P it p mol 'gl ro o WaAcap of pun p1noW su.n 41 1! INI a mop q !now 6u!xq 10 W!1!w IIs, .-nnn WI d!1 OI ISU poll WOU!tp IM, M poorAld to Round se lam pool uopNlsuM a0 owol pu!As Astts of On, q uNl pinor s.nnn 4t to 146!all NI "1'!'uoWa 6u!xq 141 IO suOilxu M Ila nuts w -'I. I-Opulwwl f n1. '14119- 1tAarol '11!41 s!yl 'tl!V.ug .Unit WI roll. No Nt,rapn put un UNI W9 .w to p,ow dol N1 'apr4V10'Wnuq Inns tMnunuM wtw dol 10 arm Ile Vur au!I u! A,,.,.P WI -I q m•ow.xq punod Wl 'Wunq Iw06e1P WI IOUN 111-1!1-4-41 agrl ro •1.1 OZ P.a.a leu Weeds Ilia I!Ull.lg IMPapuau,woxl a ar 1. Ao4:Mnnu .o I sup W1PI!NI 241 If IW IIIA-- As 1-ItAluot q AM 6uneq sail 'Wneq mann 6u!nnM, Iagl...... aww WI to .p!1 t1!seddo all N W4a011 t q pinO4s 6u!x,q l•••Bn0 '•>ag halls .41 01 01SUO saA.P So a Alalnu!.-I.I. .-I.1. Pat'-.! q I.M.-I IM - 1 -441 law'Z w Iwl 6....,q Issuat I" pp--- a it (q)1 •told felt iunki trot>uwoa uOPx,o Aq ,o IaU6Pp W!ppN Ag u!a,N Pu!.IuM u0!It, I01u! Pue tuO!lepuowwO>n aVl UO loss-!IQU ,O 'stgl n,,do, 'nn Ill lust Bup!,. t.6.wep sol A,ggnuodsw All. ..!tl.!p I[w A,tivi ilnllsul a181d nil All .4t'an41'rolan Isco .0!1x,. ,O .q so 'aufinap Blslw!q --lent, a 10 n 241 ,01 IsP,nL 'i- Aluo Wlwm,tl g'paA,_s soNl.q! ossa, to sulfa 641 Itt 1np'Unw I'A.NApu! nun door -4 1 w Iawds,s0 m!Wx1 6uMail 10 .wgatlta .!IxuM Nl wool .Iw!6!q.annn po-6u!a.q lot wo!IapuawwM., Mull wa1[As IM, Ign.!.W ,;jp..1 s•l uBnap s,, ou!6ua ro t,Ixl!wa of to nail u! pwne10 p Alr,s[.aw pl•OIA 3111 wepu t. a ,O 01 -,ad. w wsondu u! t wool spuawwox, as", wMVs 141yN -...is IM, • W!xq rot P4wlu MM WI Pap!woJN A041 INI P.p,nul IW [! 16 'pUnW All"uwn n. u!aa4 Wu!.,- 6uneq ,., su01'sia-wO.x, 41 aINAA '-OAq-IfZss aulnual swWurian aB,n-putt uuun, Appy OI pouuel6 n 31 'watell•uM .41 10 Isnw, Ixnp nro .! .,np-A uogx,a We BueWN -lira- ,Ol wgltp-wwwn .so-so -4110 UO!.N.I • , ,aN.lp . poo, twalgwd uO9WUa Wts 6u!lwN mail IC,!3>e,0'6u!Bu!q u! Pun., til InunO3 sainininu.spa 3usuotlw0') 1,11 NI 4111 u0!I.IIsnu07'110U1 t!Vl 01 PIONP Uaq a.n (n..udi a 6unlnwM IYapuaMpul pue 'Apunwuroa >,wopsx WI 10 wpsou. old. Usuedwoo Wunlpgnuawnnn ,squaw. 10 u.u!Bue Isonnra lo!w out 10 d!uugluaw a BU!vZool .1Pwwoo AI.!ApV lea!u4a.1 Ids o4i Ag rano, a !I q!lap pull ApN. P3a,luaauM liep-lsgnS uo!lapuow o.stl to lsallAdnd 141 ual.lapun [N 'a!Wagwaw 1!--* ,xlnUem ,uaudW .u,03 43!r oat n lNuoa u! "mol 'alnl!Uul sone t ^,i .4s 'As.,. a ,. a!Iq. to isaw! NI u! wa'W!a.q .tenOoW IIa3tV! OI 813" Pull *UAW '104 w •6poWoul IO la.l NtUaddt alb 'wattAt Mm I, Ptsq Allado s . 10 Alain , w uaaV941 10 Ug4ueoa s, Ill 1111011131110081111111 9161 "ON 1 '31njUSNI 31V1d SS(ntll SHOIIVOH3WO N ONV ANVIONO3 :S3SSIINI DOOM ONI3VUl • t_ .y - ..y;'*... r! is _ : "Q i' ti 1r- - y .f •t. i _" . _ ,• _ •/ ' yNSVECTIof, 6 r m-' , ,,` .v • d,,,, 3t.N ar; + / t , •..1 .u~J t Ai •, .sy ,w4'..f `y'" P^"a-s tta,4, ¢ ` w' C< 1(dt• `. yjl. ,:NAI•.i j ll.9 1 ,1U.1/ F,r ZQ.C. • 11f •:•1 a• 'Cy a?=tif 'uK' . Y-±vif'" `pT g n L.c/• 'jy `®A1•,t i. Vim+ -'t,, y-y% ' 4"_yEM,_- • / . ",, ` 'g'T ° ! t. '^ , j` y • `R' M+ s=' ND (ppJ y .SAYC •> (1 , 4 ,•r,'S W j n < ~p RE TIMBER PRODUCTS XNSPECTIOW INC. dba _`, -GENERAL TESTING AND INSPECTION AGENCY a ' r '' ° Post Office Box 20455 14`d, ). 6600 NE 78th Court,• Suite A-5 Portland, Oregon 97220 'a We are, an inspection agency recognized. by the International -a Conference of Building Officials.. Council of American Building Officials NER-QA 275.''. This is -to verify that: - ? SPATES FABRICATORS, INC. 85-546 B-Middleton Street I Thermal CA 92274 t .ti • v is under our Audited Quality Control Program and has been since: IWI • - Jul •• - 1 9: 1 — . y 2 1990 5. ' R We audit the production under the Uniform Building Code ! N:•c ',` Standard 25-17 Section 25.-1738 and 39. Ins ections are ' made at least qua p quarterly .and we make intermittent inspectioi of trusses in the field. We find the quality observance a. E of this plant to be in Conformance to the Standards. 4 ` - t - TIMB ER PRODUCTS SPECTION INC. iY AV i r yp i 17U 'Gi' + •. ' fl'° 15i 4A ,A t ' `ka+x. f!Y a rK .7.1. ` 1 F:,i .rvNg' .fur .'1,' ' 3h.` , ;• ' ' !6' ~ 't% • . 1 1 %ads ,-. _ •` `1 _. . _ _ ICBG Evaluation Service, Inc. A subsidiary corporation of the International Conference of Building. Officials::.`' " EVALUATION REPORT Report No. 2949, Copyright Q 1.991 ICBG Evaluation Service, Inc. May, 1991 Filing.Category: FASTENERS—Steel Gusset Plates (066) CONNECTOR PLATES FOR ROOF AND FLOOR TRUSSES AND OTHER TIMBER CONSTRUCTION ALPINE ENGINEERED PRODUCTS, INC. POST OFFICE BOX 2225 POMPANO BEACH, FLORIDA 33061 L Subject: Connector Plates for Roof and Floor Trusses and Other Tim- ber Construction. II. Description: A. General: The truss connector plates are formed by die stamping A-446 Grade A, or better, galvanized steel conforming with U.B.C. Standard No. 27-1 except where otherwise noted. The wood trusses are assembled in.a jig and the teeth are pressed into the wood members with a power press constructed in accordance with the man- ufacturer's specifications. B. Alpine Truss Connectors: The Alpine plates are formed from No. 20 gauge (.0356 -inch minimum) steel and have two 3/8 -inch -long by .122 - inch -wide concave teeth punched from a single hole. Each pair of teeth is 1 inch on center along the length of the plate and'/, inch on center along the width. C. Viking Truss Connectors: The Viking plates are formed from No. 20 gauge steel and have two'/8-inch-long by .140 -inch -wide concave teeth punched from a single hole. Each pair of teeth is .90 inch on center along the length of the plate and across the width of the plate each pair of teeth alternates with .293 inch and .350 inch, forming groups of two pairs of teeth. Each group of two pairs is .643 inch on center across the width. Where the root of each tooth meets the flat plate, a tooth -stiffening dimple is punched. 0. Trulox Truss Connectors: The Trulox plates are formed from No. 20 gauge steel and have .131 -inch -diameter holes punched in alternating rows. The holes are 2 inches on center along the length of the plate and are .7 inch on center along the width. The plates are fastened with nails such as common nails .113 inch in diameterby 13/8 inches long. The num- ber of nails installed is determined on the basis of the design loads to be transferred through the connector. E. Series 680: Series 680 truss connector plates are made from No. 16, No. 18, or No. 20 gauge steel. The Series 680, No. 20 and No. 18 gauge, have teeth '/2.inch long and the Series 680, No. 16 gauge.and the Series 680A have teeth 9/16 inch long. The teeth are 1/s inch wide, project perpen- dicular from the plane of the plate and are in longitudinal rows with every other row facing the opposite direction. There are three rows of teeth per inch of plate width. The Series 680, No. 20 and No. 18 gauge teeth repeat each 3/4 inch and the Series 680A and Series 680 No. 16 gauge repeat each 1 inch of length. Each tooth has a pointed end and a stem that flares out at the base. The tooth cross section is V-shaped. F. Series T: The Series T connectors are stamped from No. 20 gauge gal- vanized steel. The plate sizes may vary in width from 1 to 12 inches in 1/2 -inch increments and may vary in length from 13/4 to 171/2 inches in in- crements of inch. Two opposing teeth are formed from eijch die open- ing. The openings are 1/2 inch in length and '/,o inch in width and are spaced 'is inch on center along the length. The die openings are in pairs. across the width and are spaced 112 inch on center. There are 9.14 teeth per square inch of plate. The teeth are 1/10 inch wide, 5/16 inch long, pointed and V -grooved. G. Series K: Series K truss connector plates are formed from No. 16 gauge galvanized steel. Plate sizes vary from 1 inch to 12 inches in width, in 1 -inch multiples and from 15/16 inches to 235/8 inches in length in 15/16 -inch multiples. There are three pairs of teeth per inch of width spaced each 15/16 inch along the length. Two opposing teeth (one pair) are formed from each die opening. The die openings are .135 x.540 inches with every other opening staggered 114 inch along the length. There are 4.57 teeth per square inch, each averaging 3/8 inch in length and perpendicular to the plane of the plate. Teeth are pointed and V -grooved. H. Alpine HS connectors: The Alpine HS connector plates are formed from No. 20 gauge (0.0356 -inch) galvanized steel, two 0.327 -inch -long by 0.115 -inch -wide concave teeth are punched from a single slot. The slots are 0.875 inches on center along the length of the plate and are stag- gered 0.4375 inches on center along the length of the plate. An embos- sment in the plate is formed in the longitudinal direction. The slots are 0.375 inch on center when measured across the embossments. The width of the. embossment is 0.063 inches. The steel has a minimum yield strength of 60.000 psi and a minimum ultimate strength of 70,000 psi. The galvanized coating conforms to ASTM A 525 specification with a G60 coat- ing designation. . 1.1990 Accumulative Supplement to the U.B.C.: This report is unaf- fected by the Supplement. J. Identification: The truss connector plates are identified by the trade name stamped thereon. III. Evidence Submitted: Load tests. plate details and computations showing compliance with U.B.C. Standard No. 25-17. Findings IV. Findings: That the Connector. Plates for Roof and Floor Trusses and Other Timber Construction are alternate types of timber connectors to those specified in the 1988 Uniform Building Code, subject to the fol- lowing conditions: 1. Allowable loads and efficiency ratios for the truss plates are as set forth in Table No. I. 2. The allowable loads for the Trulox truss plates loaded parallel to the length of the plate are 66 pounds per nail for the .113 -inch -diameter nail or in accordance with Section 2510 (c) when installed in Douglas fir, larch or southern pine lumber. Nails within 1/2 inch of the lumber side edge or end shall be ne- glected. 3. The allowable loads may be increased for duration of load in ac- cordance with Section 2504 (c) 4. Evaluation reports of IC80•Evaluadon Service, Inc., are issued solely to provide information to Class A members of IC80, utiLiring the code upon which the report is based Evaluation reports art not to be construedas representing aesthetics orany otherattributes not specifically addressed nor as an endorsement orreeommen- dation for use of the subject report. This report is based upon independent tests or other technical data submitted by the applicant. The IC80 Evaluation Service. Inc., technical staff has reviewed the test results and/or other data, but dots not possess test facilities to make on independent verification. There is no warranty by.IC80 Evaluation Service, Inc., etpress or im plied, as to any "Finding" or other matter in the report or as to any product covered by the report. This disclaimer includes, but is not limited to, merchantability. Page 1 of 2 Sage 2 of 2 Report NO. X949 4. Connectors are installed in pairs on opposite faces of the mem. and calculations are submitted to and accepted by the building bers connected and are not installed at locations where knots official, showing compliance to the Uniform Building Code and occur. specifying that fabrication inspection will be provided in actor - 5. Stresses at the net section of the steel plates are not in excess dance with Section 2510 (f). of the values permitted in Chapter 27 of the code. The maximum 8. This report establishes design values of the connector plates. tensile load is determined by multiplying the efficiency ratio Specific trusses must be individually designed in accordance times the gross cross-sectional area of the plate times the steel with recognized engineering principles. design stress. 9. When partially seasoned or wet lumber is used for truss fabrica- 6. Where a one-hour fire -resistive rating is required, see Evalua- tion, load modification factor noted in Table Ro. 25-17-R of tion Reports Nos. 1352, 1632 and NER-392. U.B.C. Standard No. 25-17 should be considered. 7. These values are recommended only when plans, truss designs This report is subject to re-examination in two years. TABLE NO. 1 --ALLOWABLE LOAD IN POUNDS PER SQUARE INCH OF EFFECTIVE PLATE CONTACT AREA AND EFFICIENCY RATIOS 'The effective plate contact arca is determined by neglecting the plate area within 1/2 inch of the wood end edge. *The effective plate contact area is the gross contact area. "Me effective plate contact area is determined by neglecting the plate area within 0.44 inches of the wood end for the 0-15 degree orientation and within 0.34 inches of the wood end for the 46.90 degree orientation. :v. n -LUMBER SPECIES SPRUCE -PINE -FIR NEM -FIR SOUTHERN PINE DOUGLAS FIR -LARCH ALASKA -CEDAR EFFICIENCY RATIO IN PERCENT Olrectioe of Lad atm Reed to We L•aP of the Plat• Dlnafa of Lead with Raped b W to" d the Plat• oU•gloa of Lad with Raped to the LOOP d tree Plate Direction of Load with Res" to the Leapth of the Plat• Direction al Load wit% Raped tot%• L•e0th of the Plate Direction of Load witA Rapes to the LCOM of @• Ph" TYPE OF PLATE 0° to 45° r 46° to tlo° o° to 45° 46° to NO 0° to 45° 460 to 90* 0° to 45° 46° to d0° 0° to 45° 46° to do° 0° 909 Alpine (net)' Alpine(gross)* Viking= Series TI -• Series K2, r Series 6801 No. 20 Gauge 156 135 — 143 151 — 94 79 — 99 154 — 190 163 155 164 155 152 150 124 135 105 159 124 205 178 170 174 187 160 ISO 124 135 107 194 156 205 175 170 174 180 160 150 124 135 107 181 144 200 — — — — — 126 — — — — — 51 51 57 60 59 57 50 50 42 43 46 30 Series 6801 No. I8 Gauge Series 680A No. 18 Gauge — — — — 180 150 152 138 208 150 160 150 1 % 153 152 138 — — — — 57 56 30 38 Series 6801 No. 16 Gauge Alpine HS) — 123 — 89 150 138 138 104 150 154 I50 130 153 158 138 125 — 162 — 136 56 71 38 30 'The effective plate contact arca is determined by neglecting the plate area within 1/2 inch of the wood end edge. *The effective plate contact area is the gross contact area. "Me effective plate contact area is determined by neglecting the plate area within 0.44 inches of the wood end for the 0-15 degree orientation and within 0.34 inches of the wood end for the 46.90 degree orientation. :v. n W U. tLtv SPATES'FABRICATORS INC 85-453 B-MIDDLETON ST.- JOB: STEPHEN JONES THERMAL, CA 92274 397-4122 FAX (619) 397-4724 LOC: LA OUINTA DESIGNER: JJ 9 . T .n k .4 AYOUT CON% BY C e. { W U. tLtv SPATES'FABRICATORS INC 85-453 B-MIDDLETON ST.- JOB: STEPHEN JONES THERMAL, CA 92274 397-4122 FAX (619) 397-4724 LOC: LA OUINTA DESIGNER: JJ 1 Job: (JONES --1 / T7 -1— ILUNua d ull•ICIv,1Ulv,1 JU0M11 ICU t3T IHUSS MI•H TOP CHORD 2x4 FL #16Bet. ROOF DRAINS AND SCUPPERS MUST BE PROVIDED THAT WILL MEET CODE a BOT CHORD 2x4 FL.#168et: REQUIREMENTS ANO ALLOW COMPLETE DRAINAGE OF ROOF AT ALL TIMES: c• WEBS 2x4 HF Std/Stud TO AVOID PONDING. In CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE.WITH THE ".CONNECTOR PLATES DESIGNED FOR -GREEN LUMBER PER NDS -91 TABLE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. co 7.3.3.,cn CONTRACTORS WARNING: THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS a AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING . 'INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. a Ln 0 w iD K YLLL ..TT 3-6-0 3'8 0 R=720# W=3118 20'7" OVER 2 SUPPORTS R=720# W=3118 q: 1 PLT. TYP.- ALPINE DESIGN CRIT UBC CA 2 Se5583 - Rev 17.2h SCALE = 0.3750 C C Com. `—I C Oti C= C= C= C C= C C= C= C C= T C= C o ALPINE o PA p O O C C C= C C I **IMPORTANT* *ALPINE ENGINEERED PRODUCTS. VIC. SHALL N07 BE RESPONSIBLE FOR ANY DEVIATIO14 FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY FAILURE TO BUILD THE TRUSS III CONFORMANCE WITH OS788 BY TPI. ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM A446 GA 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONI$Ci0R5 PER DRAWINGS 130. 150 G 160A -F. DESIGN STA110ARp5 CONFORM M/APPLICABLE PROVISIO14S OF uns C TPI. AN ENGINEER'S SEAL ON THIS ORAWItIG APPLIES TO TME COMPONENT DEPICTED HERE IN ONLY. AND SHALL 1107 BE RELIED UPON IN ANY OTHER WAY. WARTRUSSES REQUIRE EXTREME CARE WARN HANDLIP)G ERECTION AIIO BRACIIIG. SEE MIB -91 BY TPI. SEE THIS DESIGNC/.O % FOR AODITIONAL SPECIAL PE RKAIIENT BRACIIIG AE OUIREMENTS. LQJLESS OTHERWISE IIIDICATED. TOP CHORD SHALL BE LATERALLY 6RACEO WITH PROPER LY ATTACHED PLYWOOD SHEATHIt7G. BOTTOM CHORD WITH PROPERLY ATTACKED RIGID CEIIiNG-- SEE ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER DRYWALL APPLICATION. FURNISH A COPY OFTHIS DESIGN TO THE TRUSS EPELT TON CONIPACTDA. ,o SI e V It Eap. G3197 %9 Iviv C ^11 ` Or yn`O - A /t n * TC LL TC OL C OL C L L OT. LO. OUR. FAC . SPACING. 20.0 10 O 5.0 O.O 35.0 1.25 24.0" PSF PSF PSF PSF PSF REF R795--33150 DATE 05/21/94 ORW CALISR795 9XIM503 CA -ENG JJ IIIIIII IIII VIII •• 3 VIII VIII IIII IIII 1 5 0 A --TPI - TRUSS PLATE INSTITUTE. #IDS - 1991 NATIONAL DESIGII SPECIFICATION FOR WOOD CONSTPUCTION 5/23 9 Job: (JONES--) / T10 TOP CHORD 2x4 FL #i&Bet. BOT CHORD 2x4 FL #i&Bet. WEBS 2x4 HF Std/Stud CONNECTOR PLATES DESIGNED FOR GREEN LUMBER.PER NOS -91 TABLE 7.3.3. 3-6-0 3'8 0 - THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 9 DIMENSIONS) SUBMITTED BY TRUSS M ROOF DRAINS AND SCUPPERS MUST BE PROVIDED THAT WILL MEET CODE n REQUIREMENTS AND ALLOW COMPLETE DRAINAGE OF ROOF AT ALL TIMES c TO AVOID PONDING. ul CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE `I REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. U3 Ln CONTRACTORS WARNING: THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS a AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY, a Ln 0 Ln 0.25 4X10' 3X4 2X3 3X 10 3X12 HS518 20-0-0 RA X3 13-4-0 20'7" OVER 2 SUPPORTS R=720# W=3"8 R=720# W=3"8 Seq: 15621 PLT. TYP.- ALPINE DESIGN CRIT UBC CA 2 R - Rev 17.2h SCALE = 0.3750 p p p p p p **IMPORTANT* *ALPINE ENGINEERED PRODUCTS. INC. NOT BE RESPONSIBLE FOR ANY WARNINGTRUSSES REOUIRE EXTREME CARE IN HAUDLING. ERECTION AND Q%ofESSI f'DEVIATION TC LL 20.0 PSF REF 8795--33153 .SHALL pATRUOSS FROM THIS DESIGN OR THESE SPECIFICATIONS, OR AIY BRACING. SEE HIS -91 BY IPI. SEE THIS DESIGN .`\P TC DL • 10 . 0 PSF DATE 05/21/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH 05188 BY TPI. ALPINE C01411ECTORS ARE MADE OF 20GA GALV, STEEL MEETING ASTM FOR ADDITIONAL SPECIAL PERMANENT BPACIIIG RE OUIRENEIITS. UNLESS OTHERWISE INDICATED, TOP r ^ C OL 5.0 PSF ORW CAUSR795 94141505 A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF iRU55 AND UNLESS OTHERWISE LOCATED (MJ THIS DESIGN. POSITION CHORD SHALL BE LATERALLY BRACED WITH PROPER LY ATTACHED PLYNOpO c= V 1 - NO. C043845 C LL O 0 PSF CA -ENG JJCONNECTORS SHEATHIIIG. BOTTOM CHORD PER DRAWINGS TIS 150 6 160A -F, DESIGN STAIIUARDS NITH PAOPERNI ATTACHED RIGID CEILING SEE * Ems• G 197 OT.LO. 35.0 PSFCONFORM N/APPLICABLE PROVi5101t5 OF 1105 L 7P1. 4N ENGINEER'S TO TAND PR ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER -HIS J'%9lc ORAWIIIG ES HE NT TED INAL 011 ONLY. SHALL 110TP EIRELIEDTUPON0INOA14Y OTHERCWAY MERE ORYWALDESIGNLTOPTHELTRUSS ERECTION TCOIISH A COPY OF JIPACTOP. C kE\P of OUR. FAC. 1 25 p p =C=3r—TO. p •__TPI - TRUSS PLATE INSTITUTE. NDS - 1991 IIATIONAL DESIGN SPECIFICATI011 FOR WOOD CONSTRUCTION f c ! f1 SPACING 24. 0 " 3 3 1 5' 3 S/23/9 Job: (JONES--) / T11 THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR T(JP CHORD.2x4 FL'#16Bet. ROOF DRAINS AND SCUPPERS MUST BE PROVIDED THAT WILL MEET CODE a BOT CHORD 2x4 FL #16Bet. REQUIREMENTS AND ALLOW COMPLETE DRAINAGE OF ROOF AT ALL TIMES c WEBS 2x4 HF Std/Stud :W2 2x4 SPF #1/#2: TO AVOID PONDING: En m CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE .1 - CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949.' to 7.3.3. Ln CONTRACTORS WARNING: THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS to AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING . - INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY, a Ln 0 rn 3-6-0 2-4-7 3'8 i0a 0- X3 X 18 OVER 2 SUPPORTS R=630# W=3"8 R=630# W=3"B PLT. TYP.- ALPINE DESIGN CRIT UBC CA•2 0 Rev 17.2h SCALE 150?3750 *IMPORTANT**ALPIIO: ENGINEERED PRODUCTS. INC. WARNINGTRUSSES REQUIRE EXTREME CARE WESS Q TC LL 20.0 PSF REF 8795--33154 SHALL NOT BE RESPONSIBLE FOR ANY IN HANDLING, ERECTION AND OO- OO C O OO DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB -91 BY TPI. SEE THIS DESIGN ti Q N y TC OL - 10 . 0 PSF DATE 05121194 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY IPI. FOR ADDITIONAL SPECIAL PERMANENT SPACING R A O O O O ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. Avi ?, C DL 10 5.0 PSF DRW CAUSR795 94141506 O C O O A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY SPACED WITH PP ER r m + A L PAINE TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM C ..No. C043845. r ' TOT. C LL 0.0 PSF CA -ENG JJYO [= p CONNECTORS PER DRAWINGS 730. 150 L 1604-F. DESIGN STa11DAR05 WITH PROPERLY ATTACHED RIGID CEILING -- SEE it •;•EIS: G3091 LD. 35.0 PSF IIIIIIIIIIIIIIIIIIIIIIIIIIIIIII T TRUSS O CONFORM N/APPLICABLE PROVISIONS OF 1105 G TPN. All ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER INAONLY. L ON TAIM SHIS HALL NOTP BE RELIED ES TO TUPON 1114 ANY OTHER HE COMPONENT CMAY. HERE ORYKALDESIGN LTOPTHECTR1J55 EPELTiON CONTRACTOR.415H A COPY OF TH15 j9lF f CAUEQ \ • OUR. FAC. 1.25 3 i 5 4 O O O O C O A --IPI - TRUSS PLATE INSTITUTE. NDS - 1991 NATIONAL DESIGN SPECIFIC471011 FOR WOOD CONSTRUCTION ! 1 (1l f O SPACING 2A--" 51 Z y . - - 0.25 3X4 2X3 4X6 W2 • • 3X8 17=5-0 3X10 ' 8-2-0 9-10-0 JOD: (JUNtS--) / 19 - THIS DWG. PREPARED FROM COMPUTER INPUT- (LOADS 6 DIMENSIONS). SUBMITTED BY TRUSS MFR TOP CHORD 2x4 FL #16Bet. ROOF DRAINS AND.SCUPPERS MUST BE PROVIDED THAT WILL MEET CODE n BOT CHORD.2x4 FL #16Bet. REQUIREMENTS AND ALLOW COMPLETE DRAINAGE OF ROOF AT ALL TIMES c _..WEBS 2x4 .HF Std/Stud TO AVOID PONDING. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE `I CONNECTOR.PLATES.DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE REQUIREMENTS OF'I.C.B.O. RESEARCH REPORT #2949. 1D -7.3.3. _ Ln CONTRACTORS WARNING: THIS 'TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS a - AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING :. INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. Ln i 6 R=210# W=3.,8 R=210# W=3"8 PLT. TYP.- ALPINE DESIGN CRIT UBC CA 2 - R - Rev 17.2h ySCALE150.5000 0 o O O O O **IMPORTANT* XALPINE ENGINEERED ogoDucrs,- INC. WARNINGIRUSSES REOUIRE EXTREME CARE QFOFE TC LL 20.0 PSF REF R795--33152 SHALL NOT BE RESPONSIBLE FOR ANY 1N HAIIDLING. ERECTION AND 4O I DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS -91 BY TPI. SEE THIS DESIGN AaQ 'V•• F1 iOT. C DL •• 10 . 0 PSF DATE 05/21/94 O O p O FAILURE TO BUILD THE TRUSS IN CONFOPMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ` A O _ p C= O ALPINE CONNECTORS ARE MADE OF 206A GALV. STEEL MEETING ASTH OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP W t rC DL 5.0 PSF ORW CAUSR795 94141504 A446 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER K V r p . p TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM •CHORD No. C043845 C. LL 0 . 0 _PSF dA -ENG JJ p A L P I N.E•_ .--- O CONIIECTORS PER DRAWINGS 13O.'_136'k 160A-F.'OESIGN'STANAARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE y} " EIS. G319% CONFORM W/APPLICABLE PROVISIONS OF IAS C TPI. AN EIIGINEER'S ALPIIIE IECMIICAL UPDATE (7/1/911 FOR PROPER LD. 35.0 PSF IIIIIII IIIIIIIIIIIIII IIIIIII VIII TRUSS C= p SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS ff t CIVIL C OUR. FAC. 1.25 - DES Q p p p p p IN ONLY. AND SHALL NOT BE ?FLIED UPON IN ANY OTHER WAY. IGN TO THE TRUSS ERECTION COMPACTOR. ql` Of C 3 1 5 2 --IP1 - TRUSS PLATE INSTITUTE. IIDS - 1991 NATIONAL DESIGN SPECIFICATION FOR MOOD CONSTRUCTION SPACING 24 •0 u s/ Z31W nh• I. inmac--i / TO v uw . rncrrncu rnuM uunrulCn trvrUl IL.UAUJ b U1MtnblUNbl bUbM111tU t1Y IHUSS MFR T6P.CHORO 2x4 FL #f6Bet.ROOF DRAINS AND SCUPPERS MUST BE PROVIDED THAT WILL MEET CODE n BOT CHORD 2x4 FL'#f6Bet.' REQUIREMENTS AND ALLOW"COMPLETE DRAINAGE OF ROOF AT ALL TIMES e WEBS 2x4 HF Std/Stud TO AVOID PONDING. rn CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. 13 7.3.3. Ln CONTRACTORS WARNING: THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS a AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY, „ • Ln _0. N 0.25 .: 4X4 m ru a 81 0 318 5-8-8 L 6, . r R=210# W=3"8 OVER 2 SUPPORTS R=210# - W=3"8 PLT. TYP.- ALPINE DESIGN CRIT UBC CA 2 - R - Rev 17.2h Se 15613 SCALE = 0.5000 p d RPINE p p p )()(IMPORTANT* *ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY FAILURE TO BUILD 714E TRUSS IN CONFORMANCE WITH OST88 BY TPI, CONNECTORS ARE MADE OF 206A DALV. STEEL MEETING AS1M A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION FST WARN INL7RUSSE5 REOUIRE EXTREME CARE IN HANDLING. ERECTION AND SPACING. SEE HIB -91 BY TPI. SEE THIS DESIGN FOR ADDITIONAL SPECIAL PEPMAHENT BRACING RE GUIREMENTS. UNLESS OTHERWISE INDICATEDTOP CHORD SHALL BE LATERALLY BRACED WITH PROPER LY ATTACHED PLYWOOD SHEATHING. 801tOHCHORD l`O AyQ QL QFOFESS/ A C// ? tALPINE TC LL Tc OL ' 1 C DL C 'LL 20.0 00 5. 0 0.0 PSF PSF PSF PSF REF 8795--33151 DATE 05/21/94 DRW-CAUSR795 94141502 CA -ENG JJCONNECTORS PER DRAWINGS VIS 150 S 160A -F. DESIGN STANDARDS CONFORM q/APPLICABLE PPOV1510N5 OF NOS C TPI. AN EIIGINEER'S IN L 014 ONLY. THIS ANG SHALL NOT EIES 10 RELIEDTHE UPON0IN01ANY 07HERCWAY.HERE WITH E TEC NI ATTACHED RIG/O CEILING -- SEETOT.LD. ALPINE TECFrtJICAL UPDATE 17/1/911 FOR PROPER DRYWALDESIGN TOPTTHHECTRUSS ERECTION CONOPRPCTFOPTHIS f9l 1p tC•'`IIl,` C F of.c n"`OT`` ep\d` 35'. Op 3 1. s 1 , OUR. FAC . 1.25 ,--TPI - TRUSS PLATE INSTITUTE. NOS - 1991 NATIONAL DESIGN SPECIFICATION FOP WOOD CONSTRUCTION SPACING 24.6 n Job: (JONES--) / TI THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR_. TOP CHORD 2x4 FL #1&Bet.,. NOTE: EXPECTED VERTICAL DEAD LOAD DEFLECTION 0.23". EXPECTED a BOT CHORD 2x4 FL #1&Bet. VERTICAL LIVE LOAD DEFLECTION = 0.30 c WEBS 2x4 HF Std/Stud : W2, W8 2x4 SPF #1/#2: (n i RECOMMENDED CAMBER 3/8" AT MIOSPAN BETWEEN BEARINGS. v CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE ROOF DRAINS AND SCUPPERS MUST BE PROVIOED_.THAT WILL MEET CODE 10 7.3.3. REQUIREMENTS AND ALLOW COMPLETE DRAINAGE OF ROOF AT ALL TIMES ' TO AVOID PONDING. 0. CONNECTOR -PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE a. REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. . 1 _ Ln i r 0 %7A, - - I9 3-6-0 0- 2X3 R=974# W=3"B T !•S"15 8. 2X3 27'10" OVER 2 SUPPORTS R=974# W=i"B Seq: 15587 PLT. TYP.- ALPINE DESIGN CRIT UBC CA 2 0 - R - Rev 17.2h SCALE = 0.2500 p p p p p p **IMPORTANT**ALPIIIE EKINEERED PRODUCTS. IIIC. WARNINGTRUSSES REOUIRE EXTREME CARE QQ,OF , TC LL 20.0 PSF REF 8795--33149 OR ANY FROM THIS THESE LL TSPECIFICATIONS, LE FOR ION N . IN HBY7PI, RTHIS pp DEVIATION DESIGN OR ANY BRACING. SEE HIS -91 SEE DESIGEC r1 ] ALPINE C OL 10.0 PSF DATE 05/21/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY IPI. FOR ADDITIONAL SPECIAL PEPMANEITT BRACING RE 5.O CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING A57M OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP Wf" C DL PSF DRW CAUSR795 94141501 Qp API A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF AND THIS POSITION CHORD SHALL BE LATERALLY BRACED WITH DgOPER AL- U T_pTRUSS rte•C'043845 LL 0-0 PSF CA -ENG JJ UNLESS OTHERWISE LOCATED ON DESIGN• LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD p CONNECTORS PER OPAWI11G5 130, 1506 760A -f. DESIGN STANDARDS MRH PaOPERIY ATTACHED RIGID CEILING -- SEE • ExpG3a97oT.LD. 35.0PSF CONFORM W/APPLICABLE PROVISIONS OF 1405 C TPI. AN ENGIIIEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPERpp r p p p p p SEAL 011 THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE 1N ONLY. ANO SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DRYWALL APPLICATION. FURNISH A COPY OF THIS DESIGN TO THE TRUSS ERECTION CONTRACTOR. ff CNN \Q' '4Tf' Of C AUS O 411 OUR . F AC . SPACING 1 . 2 5 24.0" 1 4 9 +--TPI - TRUSS PLATE INSTITUTE. NOS - 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION Job: (JONES--) / T13 THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TdO CHORD 2x4 FL. #1&Bet. CONNECTOR PLATES.MUST BE INSTALLED IN ACCORDANCE WITH THE a BO,T'CHORO 2x4 FL #i&Bet.. REQUIREMENTS OF-I.C.B.O. RESEARCH REPORT #2949. c WEBS' 2x4 HF Std/Stud vI 1 - 33 THIS TRUSS IS_ DESIGNED TO SUPPORT ADDITIONAL CONCENTRATED LOAD(S) WHERE - Ln SHOWN. . t to (C) PROVIDE HANGER OR CONNECTION FOR 150#. - CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE'T '7.3.3.' o m 150# 150# 1-6-0 6-0-0 (C) 0.25 — (C). Ln `I rn v io ' Cu CU s 3XB X3 9 8"8 2X R=5014 W=1'8' R=479# W=1"B Seq: 15630 PLT. TYP.- ALPINE DESIGN CRIT UBC CA 2 - Rev 17.2h SCALE = 0.5000 O C O O O O **IMPORTANT**ALPINE ENGTNEERED PRODUCTS, INC. WARNINGTRUSSES REGUIRE EXTREME CARE oQ Of TC LL 20.0 PSF REF 8795--33156 SHALL NOT BE RESPONSIBLE FOR ANY 7N HANDLING. ERECTION AND. (, \ •i .- AUS DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR AIIY BRACING. SEE HIB -91 BY TPI. SEE,iHiS DESIGN TC OL 10..O PSF DATE 05/21/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBS BY 7PI. FOR ADDITIONAL SPECIAL PERMANENT BPACIIJG REALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM GUIPEMENTS. IfJLESS OTHERWISE IUDICATED. TOR W - C DL 5.O PSF ORW CAUSR795 94141508 A446 GR 6 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER m ' No. C043045 1TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGII. POSITION LY ATTACHED PLYWOOD SHEATH111G. BOTTOM CHORDC LL 0.0 PSF CA—ENG JJr 3 CONNECTORS PER DRAWINGS 130. 150 C 16OA-F. DESIGN STA14DARDS' WITH PROPERLY ATTACHED RIGID CEILING -- SEE • G }A7. * OT.LD. 35.O PSF 1111111jjjjj jjjjjjjjj jjj111111CONFORM W/APPLICABLE PROVISIONS OF NOS & TPI. AN EIIGIIIEER•S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPERINAL 014 ONLY. THIS DRAWING AND SHALL NOT BEES TO THE RELIED UPON NCOMPONENT 114 ANY OTHER WAY NERE DRYWALDESIGN LTORTHECATION. FURNISH A TRUSS EREC710 CONTRACOPY TOR.HIS %9, of. . A `cOe OUR. FAC . 1:25 - 3 1 5 6 C O ,__'PI - TRUSS PLATE INSTITUTE. NDS • 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION 1 4D `1 l SPACING 24.0 " ".-3 5/Z.3(94! Job: (JONES--) / T12 TOP CHORD 2x4 FL #i&Bet. BOT CHORD 2x4 FL'#i&Bet. WEBS 2x.4 HF-Std/Stud CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS-91TABLE 7.3.3. 3'8 0— THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS G DIMENSIONS) SUBMITTED BY TRUSS MFR. ROOF DRAINS AND SCUPPERS MUST BE PROVIDED THAT WILL MEET CODE n REQUIREMENTS AND ALLOW COMPLETE DRAINAGE OF ROOF AT ALL`TIMES c TO AVOID PONDING. In CONNECTOR PLATES MUST BE INSTALLED IN.ACCORDANCE WITH THE `1 REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. LO CONTRACTORS -WARNING: THIS TRUSS. IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS a AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING 1 - INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. a Ul 0 T- 7 0.25 _ 3X4 2X3 4X6 3X7 3XIO N-:= - 15-8-8 LLX3 4-9-0 11-6-8 X f 16'3"8 OVER 2 SUPPORTS R=570# W=3"B R=570# W=3"8 ,. Seq: 15627 PLT. TYP.= ALPINE DESIGN CRIT UBC CA 2 - R - Rev 17.2h SCALE- 0.3750 O O O O ENGINEERED PRODUCTS. **IMPORTANT**ALPINILL CARE WARNINGIRUSSESLIIOUIREG. TC LL. 20.0 PSF REF R795--33155 O O NOT BE RESPDN IBLE ANY EEXTREM QQF FESSI O DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB -91 BY TPI. SEE THIS DESIGN tVQ CA ?• T C DL 10 O PSF DATE 05/21/9A O FAILURE TOBUILD THE TRUSS IN CONFORMANCE WITH OST88 BY 7P1. FOR ADDITIONAL SPECIAL PERMANENT SPACING RE -ALPINE . CONNECTORS ARE MADE OF 206A GALV. STEEL MEETING ASTM OUIRENENTS. UIJLESS OTHERWISE INDICATED. TOP r C_ DL 5.O PSF ORW CAUSR795 94141507 ARU O A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF POSITION CHORD SHALL BE LATERALLY BRACED WITH PROPER ccTRUSS 43845 C LL 0.0 PSF CA -ENG JJ AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD = CONNECTORS PER DRAWINGS 130, 150 6 1GOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE * W G319OT.LD. 35.0 PSF CO!lFORM N/APPLICABLE PROVIS10IJ5 OF NOS C TPI. 41J ENGINEER'S TO ALPINE TECeWIC4L UP04TE (7/1/91) FOR PROPEROO Jfj9jE.Of'vik,CA 1E0 `,\P VIIIVIIIIIIII1I111 IIII OO PEl1EDTHE UPONOMPONENT IANY OTHERCNAD.IIERE INAL ON OIJlY,7HIS A1RT SNAIIICOTPBEIES DRYWALOESIGNLIO 1HEICATION. FURNISH A iRU55 ERECTIO LDIJOaACOF TH75 UR. FAC. 1-. 25 3 3 1 5, SPACING Y 24 • Q " --1P1 - TRUSS PLATE INSTITUTE. NOS .1991 NATIONAL DESIGN SPECIFICATION FOR MOOD CONSTRUCTION V 9L L MI 241 to Ou!puq taut sqS 10 Ou94xq sun of dual II!AI Atoll „71mm1„ 1f!sw AlaonO-p. 01 AI!%Bu lu.!a!llm put Linn 241 to 148!ar 241 Aun %M!If SMI s -S11 11 .: u,'Wl., ,q "pws -41 to 1pua 241 woy Aly.t -1 418uw1t ILSOP91M 41!AA 1e!,alew Aug 12 actun p q.6uala sou!I WI 1041 plou q %404111 'IZIV wn8! j u! ur-yt t! LnpaaOld 241 'Bu!ulnl"Ao Iu2Aa,it o1 to a unit-4110146!a4•pw 041 2Aogt ,a 1e 6u!11!l pllgbbm t 12•t 09 put Int OC -Sm SUM; situ m j so %nO411.-g8u0SIs 841'4241inj 'tai! 01 Alalew!gwdde 10 fl. u, 1e uaqutaw qaA. put p,043 dol a41 01 pa43tl:e act %no4i .wg-0uoli 'IZIV Yb!! a41'IEIV a,nB! j w pwnmll! W pass q ...gbuonf a 1.41 pop- 1 a 1! 'last 09 to sa0aa u! SUM 41!r Wann Bunlg ,oj ._ 9 'wq OE puma lou mp u4A1 unit *411! I IV -'MIA u, pol.wnlp a wand Buppi ,o1 wnpm,d p.a66m V 9t 'Ipulip AJAM dl q II!r faann "a}1 ,old..! gd s pus 6u!a-w p!yams Io 'gwnid pilot:.! act Il" wa,1 vn,l aVl la Alpmn bu!Awp op.1 241..n, Is, ciy •mpaYd u-!I.As pug U. p.4 INS wmu! of 1uo!InnOm A,vfioatu 11 a.tt It" "pl!,.q m ,-Sia" ann 141 '93SSIltl1 ON113111 glnutp.00 tuw'd a1 plel!luw q un "I" put --11 041 41!r +lip taw!p u! Bu -_-1 -310. 1-.d WAS 'ISwail 041 It I- r bu!p!AOA Aq -lot q AM uo!Inna,d ,ayun, V vlgd as, o bu!puen woy pods, 041 -104x21 4n!waW bu!u!-0:, Saler uw,d Ol YO!1!sW 1.-. u! p Sit, q pinOlp A-41 '-OP- 01 ,aid amlt q _AUAds, pinn luep,.lw and 41- pPwggl sslnn 11 'powww 0 Bu!puvq aul ut4r mppuag an -unit" al"bu!lddol ,O bu!5d!1 role o1 m warn to bu!puq aA!&Mla role q lou w a w.q q 11-41 wg0,'30VN018 'Ap.!Iar UO!Im,13uM al!S.W Ad pnnn q Aew 1141 a6rwp wwi ud!mala,d ap!Awd 11M a%!rq a41 'fiu!dwnp to tae -Sp u! paeans AIaA!aaata m paBI So lou a' Isslln 241 INI pp!AOm n!Uwd p!ggdaaal Sill a -Sinn to Bu!dwn0 .Iu!d un,1 to "0. 012 u! It-' 14 6!w INI U!". 1-1.1.npu. nnn "n INS ww,w 46nn, u- pp-lun KIOU II14f A-41 'Wnod 410004 lw uo Aj.!l.ppmlun q11.41 nn !IM 11 'ONIOVOINn 'A,.tiapu q 11w fuo!In.aam 1wO11!pp 41!4r u! salu..u! awas q 1tw .141 WIM.m q un IWwalgs alildluoa ams, r Alun uO!M. e W!'Pu.y ap-O Sot ap!n6 a se pas- q A.w 1141 tuo!lq-. YO]a, iA!1PIui1 AI.O .!.ludo t!p-add- INN 1141 MUM! t! Il XION3ddV U •Sw6!wp W!pl!nq cal to ual.af!p.411e f. geuwaw ball' 10 an put uo!IwlaS'pl!w put 11Wdg Al,mm auMA w6g140gfl p o W Sia o1 acid. ppump .q A- calsus.- B.!I-, ,it. -dS •p,!now lou AlloiauaB n wqd .41 u! bupvp Iwo!ypp pt pmq.A.p f! uOp. wb i4d.!p leo 41u11ud7 a'6u!I!w almoapr put ship! pnfiBgl 411r pgdd. ApWom I! 6u!411" loo, m moll pOaAAld 11 'po4d dol cal la 1W- IWIq IS!- a p-SA!wp 1! Ou!-Iq $41 'wqd P -M ml 'l :slaw a UIW In,601 ppl qu! pplAIPCIM to AM wawq luau -wad vol 1!un1s m p!r All w!pl!N pl0ldww 4V1 uo psmw! amt I.atel ls!w, of pwBnap q mw 6.100 1uau.W,m 'uon!pp ul •.8!040 u! I! ,q pwmw ua1!wd 141 u! ,gw-Su a,1 A"N %d4 .,tun -41 10 wqd NI 01 WIBu1146!, 1-lmddm lu2p!1tM i%Awd.nw Buplp Iuwvwmd (.)9 Y1A j cL .ica-.nuW us'" m'-p1!nq'.U&.W bu!%!nq p!ypnd 010 son .41 ,.1 PM • to Alu. pquawm q 'pNow! wjI!I!q!tuodiY 10 wnlw 141 a an Intl, Inq Ananpu! mil pooAS 041 u! PuuOS,ad !n!uilul Bu!pat 10 swap, -C.0 9A!wa11W a41 wOy pYup uBM sAN sassnu pods, Oupoig Sq WSglMow-, 4fg1 •pm4a wO..q 04110 wqd 141 u! Bu!arp to sit 141 wlgoi l! S wn8! j '10.1 OZ pomx. , la, SIMSIu! PQW2 N Pol-I q Mq 4- Iw09!pp put 'B-ppnq Aug 10 put 4an W plimq q Bump !wabolp to Aq elgdwp wo tr41 popuowwooOS f! 11 'pm4a wouoq 041 .a!I, IS 0I .Ns, 6upeq Ig"lg ,-U!I -- uwrlq 1-O5,!0 nI"wal- luman,u 6u!0aw s410 m gl-s, asci, -.It- a%1 Otul 4"1 a!wils m puuA of mp wdml 1-1.1 nywon w p-S,6!sap aP q 0,043 wo.OQ 141 10 wqd s,41 u! Bupw9 vain U" old.!, 10 p,o43 dol 141 w auum sun 241 ul bu!l.xlq 11pw , Allrnln pnoiq q PIM41 pug u4gwaw uo!nwdwoa ewo-q dm41 wouoq cal to WO!Imd'WO!1!puW a'WI!1un m 122,1 Bu!,oq ald!llnw to, 'du!plq molt m told tmtrun to InlM pu!r of and aa,. 10 lotaAa, 10 IuoA4 041 u! -01 6u9.onq 11!- a pm43 w0nq 941 at uoddm Ig"1.1.%Adm of wt 6upadf ub!wp as, 141 gqu!rw w poan0w 0. 6upgp d41 -SW psM wolto0 -E 'agar xll 10 Ougd 041 u! bunoiq R-Mll! a YM! j No I YrA! j ' Ywe.A. -11 Hums m) PM q calls AM s.2g8uWlf 9aZ loigt- 'WIWO u0 1081 9 Ala.w!.wdd. p %no4s Budgp It- NI u -nil ,doll ,O j 'pmtp dol 241 to "old 841 u! wpoiq 941 01 wleloi V ro4 Sidon Oulpump loot 91 .l 1w1 Z1 woy sebuoi Bu!ams 441 %aaml loo, ,q 'AllmwD 'Oupeol cal pur'Ou!pl!1q to WA1'uop +,IAyum unit -umf unit a4i uodn puWep II!r pug •" 15!wp Ou!%!Iq 941Aq apu, q Y IuawBpnl to Salem t u ISI A 141 l0 wgld 141 u! Bupwq 1wWgp 10 fro to BupMS'tllul,va4s m swbw4dnp 01 wvq la""I p J" ol put sauml lump of Bu!pMl Imwg On lg4u!p dl Oaan cal. s! ugwiw Sm g41 10 augd cal u! Buprp Iwo6g0 siu! ,q loigtl 041 wlllgns Ol !itpusaa n .6wo43m Put m bupoiq 1--!p'13NO 30V1S) u8!wp v ul pug u9!wp Ou!pl!nq III.0!.-!pcal u! apo. paq!awp IV ',aqua- qtr • 10 44tim IP 'A,!A.U! joint-,. 114 1 eAal4-r 01 ('ala 'W,.q 'fuwn!p 'slim Bu!,vq 'Wavey I-uW 'slier In4s to 4-m) bu!pl!nq o41 10 sum loinu,ls ,-410 41!r "418601 .mr AM 1! 1e41 M bu!a.,q Ile NMI pull u6!wp OI olgw!ws p t! 1! 'IeuaB III 'OtAlwo W!wp Ag pa -bei 10 Bunep 104.1 -Sol it. ,01 nuaw40e111 pup 'uannq '.n1 olntpu! of au8!wp 6u!pl!nq out to Aupq!suodW, 241 q 11 'Bu!pl!M a41 to Alain Ioinlm,lf aye Sq Sg-146.2 is, 1plgan 241 Act p9pWf put pwB!wp. Bupu9 1--iad :33tlN1 30V1S 'p4p!u9 wr s!Pr "04 Iain -41 I!lun AI!,oi0dww p,On q So t" l.!,wrw A,.- tO II.IIM 1! ps-p API.nb p. q p! -Up spa,) mqt IIV 'p,04f A!alen0ap sit wann 243 aqun .wt 111410 Au. II Alpe,-dwal 1-S us. l0 pWomp q lou %nous. 'u Imddm a1 pw890p Abnynms wenn aye uo A!uo p1n01 q pin04s 1Wwd!nW !n!uNaw IIV -tsnn wd Au. Bulpp.ato %aAe at so do nue aB,q .ono AIuaA2 ino gams q %.041 Ag1:ea,. MI A.. w wltnn 241 uO pa.Id p %no4s 9 w1A!j c B.!l.anq .41 WUo4a 01 pnndw q A- Bupo,q le"Ica u41 'uo!1!dp- u1 Eupms uBnap 041 u!qulgw a put ugl!sGd In!uY r u! ssmn OW 0104 w u Eu!Mq SNI 10 apdnld 041 -M A•W" PM -Z 'lpt OZ U-41 "Ind ou gtualu! to plvmw q PI -0 Bupwq INS '418.21 u! oil 09 Ipn-4 Bu!%!nq Ns ll'Uoq pW II- u! 0u9 a6pu 841 10 ipn 410Q uo poll...! 0q'Ig19 wM! j u! .rap W '6u!0oiq M-W.P INS 1-41 p-pu2 -- 1! it 'W!pM paaM1 Alsq-10 am 241 al!dwp pm.p da 24110 wgd Wa u! Oupoiq 1WO69!p 6u!Aldd. IS, A,!-- 241 wlwanll! 1.19 oinb! j -Hund -SIS I- Bu!11!10 P"Ig lutApm OS pm.p dol -41 Io p!uipun 241 01 p9dd- q Bupwq IeuoBe!p 1141 p.puaw .w01., a 1! 'p -P dol .41 W p.MSS1 AI-Imd.p put 'pmya dol 141 to 41BWI Ou94xq 041 pone Ol lou paamf 'pun w. su!pr10 11 taro "s, 0 IWI6u!4a AS I4An6 w 42m) il.!,gnu U.1 -illus Aug 10 uo!P,3uZYm ana0 ON'suWdm cal w IUSSIOpo PQIMI q pinup Put tss.n to -M Aug uo poorAp 10 slwtll 9 01 ISSI-I q pinotp peq u0!"nnplm 1041.'Istn,l uo pngd q lou %nap poor ld 10 Wlpulq II-! 'pm42 WOn0q cal lO augd cal w Ou!w q wlwn^II! S wnO! j -6uptp 1Wuew,m 10 mid u! 4al'YgYg1't! pue'Bu!aoiq luwow"d to; ugd loin1a114-n -41 u0 p!1pad1 Iuglwq 841 It pIIMUI a pm41 umlt-q cal 10 Sit 11 .41 u! Bu11.,q uwoawat 7sn %sou, ul -6u!%!nq cal /o put 4,,r; P Incl 1. p"'aol q 16 1 41 pOpu-wwOv, s! a trot 'bu!pl! q 141 l0 416.14 cal Ino48-Y4I panda, lou All."046 p p.O4a -u q .41 10 weld 241 w 6YrnSq I-ua60!0 'pm4o W011q 141 to AI!I!Pa aO1 papwwwoao, f. sw,bp So Alggw!-pCdo Ir {"uqd ye"lit u*grlp I M. .I .I .. . I I 11 I l I/ it i 11 II II 1 11 l II 11 n.v •.w „e. II 11 1 11 ll lon . :A TITLE 24 REPORT'FOR: _ Plan 1 ` Stephen Jones Project "La Qu -i nta , Ca . PROJECT,DESIGNER:` Stephen Jones, Design & Construction Post Office Drawer 4656 Palm Desert, Ca., 92261 346=3366 REPORT PREPARED BY: Tim Scott ... ' y BREEZE AIR CONDITIONING 75=145.$T CHARLES PLACE PALM DESERT, CA -92260 (619),346-0855 Job, Number: Date :"•6/2%1994 The COMPLY. 24 computer program has been used to perform the.calculations. summarized in this compliance report. This program has approval and is authorized by the California Energy Commission for use with both the Residential and Nonresidential Building Energy,.Ef.ficiency Standards.`. This program developed.by Gabel Dodd:,Associat,es (510) 428-0803. Project Name: Plan 1 ;Date: 6/2/1994 Address: Stephen Jones Project La"Ouinta, Ca.. - ;Building,Permit No Designer: Stephen.,Jones, Design & Construction ;Checked'by / Date Documentation: BREEZE AIR CONDITIONING ;COMPLY 24 User 3665 GENERAL INFORMATION Compiiance Method: COMPLY 24 version 4.11 Climate Zone: 15 -Conditioned Floor Area: 1631.scif t Building Type: Single Fam Det Building Front Orientation: 270 deg (W) Number of Dwelling Units: 1 Floor, Construction Type:. Slab on Grade BUILDING SHELL INSULATION Component U -Value Location/Comments R-21 Wall (W.21.2x6.16) 0.059 Plan 1 R-38 Roof(R.38.2x14.16) 0.028 Phan 1 Slab Perimeter w/R-0.0 0.900 Plan 1 Slab Perimeter. w/R-0.0 0.720 Plan1 FENESTRATION Shading Devices Frame Orient. Area. U -Val Type Interior Exterior OH SF Type Left (N j 3,3 .0 0.87 Double Light Blind Standard Bug Scr N N Metal Back (E') 168.0 0.87 Double Light Blind Standard Bug Scr N 'N Metal Back (E) 53.0 0.87 Double Light Blind,.' Standard Bug Scr Y N.Metal Right (S) 4.51 0'.72 Double Light Blind none,.. N N Metal Front (W) 72.0 0.87 Double Light Blind" Standard Bug Scr Y N Metal Skylight 1.5.8 0.52 Double none.''- none N N Metal THERMAL MASS Area Thick '`Type Covering (sf) (in) Location/Description Concrete, Heavyweight Exposed 655 3.50 Slab on Grade Concrete,,Heavywe,ight Covered 9.58 3.50 Slab on Grade ..--------------------------------------------- ----------------------------- Project Name.:}.Plan '1 ', ;Date- 6/2/1994- Documentation: BREEZ E'AIR'CONDITIONING '' ;COMPLY 24 User*3665 t, '_HVAC SYSTEMS Minimum, Distrib Type Duct TStat .System Type Efficiency,and;Location. RVal Type Location/Comments . - •f --------------------- PackHtPump 6.850 HSPF.Ducts in Attic 8.0-SetBck Plan.1 ; PackHtPump. 11.050 SEER Duct's i'•n Attic "8.0 SetBck r Water No. Tank Ext WATER HEATING SYSTEMS Heater in Energy Size. Insui System Name Di'strib`ution Type Type • t 'Sys Factor ('gal) R-Val AO SMITH ,FSG-50 Standard `,StorGas 1 0.53 50.0 21 :0- • AFUE. WATER HEATER EQUIPMENT DETAIL /Rec Rated Stdby Tank Pilot System Name System Type •Eff -Input Loss R-Vai Light -- AO SMITH FSG-60 DomesticHW 0.780 370004 0.035 0.0 .0 SPECIAL FEATURES/.REMARKS . COMPLTANCE x STATEMENT t This Certificate of Compliance lists the building featuresand performance specifications needed•to comply with'Titiem'24, Parts 1 & 6'. of the Califor- nia Code-of Regulations, and the• administrative ,re`gu'lations to implement them. Tehis.certificate has been signed by the,individual' with overall `design responsibility.-When this certificate of.compliance is•submitted for a single. -building plan to be built in multiple.or;ientations, any shading feature•that is varied ,is.indicated•in the Special Features/Remarks section DESIGNER 'or OWNER . DOCUMENTATION AUTHOR'. (Per Business & Professions Code) Tim Scott- Stephen .zones, Design•& Construction BREEZE ATR•CONDITIONING; Post Office Drawer 4656 75-145 ST CHARLES PLACE pa im Desert, Ca . ,92261 PALM ,,,DESERT , CA 92260 +, 346=33,66 Lic #: ( 619 )' . 46-08 5 (signature) (date) {.signature) ! '` (d te) - ENFORCEMENT.'AGENCY' Name:- 'Title': ame: Title= Agency Telephone: ` (signature/stiffmp (date,) ivl6w n6`('r)Qv ivip 6Cl IL?G•C f w&zr lel 7CT 1 r +' % l anr_ r.• -_ _ t ----------------------------------- Project Name: Plan 1 ;Date: 6/2/1994 • Documentation: BREEZE AIR CONDITIONING ;COMPLY 24 User 3665 --------------------------------------------------------------------------- NOTE: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on"the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as binding minimum component performance specifications f.or the mandatory measures whether they are shown elsewhere in the. -documents or on this checklist only. BUILDING ENVELOPE MEASURES Enforcement o Sec. 150(a): Minimum R-19 ceiling insulation,. o Sec. 150(b): Loose fill insulation manufacturers labeled R-Valua o Sec. 150(c): Minimum R-13 wall insulation in framed walls" does not apply to exterior mass walls). o Sec. 150(d): Minimum -R-1.3 raised floor -insulation in framed floors; Minimum R-8 in concrete raised floors. o Sec. 150(1): Slab edge insulation - water absorption rate, no greater than 0.30, water vapor transmission rate no greater than 2.0 perm/inch. o Sec. 118: Insulation specified or installed meets California Energy Commission quality standards: Indicate Type & form o Sec. 116-1'17: Fenestration -Products Ext Doors & Infil/Exfil;Controls a. Doors and windows between conditioned and unconditioned' spaces designed to limit air leakage. b. Manufactured -"fenestration products have label'w/certified U' -Value c. Exter'ior.doors and windows weatherstripped; all joints and, penetrations caulked and sealed. o Sec. 150(g): Vapor barriers mandatory in Climate Zones.14 and 16 only.. o Sec. 150(f): Special infiltration barrier installed'to' comply with Sec. 151 meets Commission,quality standards. o Sec. 150(e): Installation of Fireplaces, D"ecorative'Gas Appliances -and Gas Logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door b. Outside air intake with damper andcontrol c. Flue damper and control 2.. No continuous burning gas pilots allowed. Project Name: Plan 1 ;Date: 6/2/1994 Documentation: BREEZE AIR CONDITIONING COMPLY 24 User 3665 SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES Enforcement o Sec. 110-13= HVAC equipment, water heaters, showerheads and faucets certified by the Commission. o Sec- 150('i) Setback thermostat on all..applicable heating systems. o Sec,. 150(1): Pipe and Tank Insulation 1 Indirect, hot water tanks (e"g unfired storage tanks or backup solar hot water tanks) have'insulation,blanket (R-,12 or greater) or combined interior/exterior insulation . (R-16 or'greater). 2. First .5 feet of pipes closest to water heater tank, non -recirculation systems, insulated (R-4 or greater. 3. All buried or exposed piping insulated in recirculation sections of hot water system. 4. Cooling system piping below -55 F insulated. 5. Piping insulated.between heating source and indirect hot water tank. o Sec. 150(m) Ducts and Fans I_ Ducts constructed, installed-a.nd sea`led.to comply with UMC Sections`•1002 and 1004; ducts insulated to a•minimum R-4.2 or ducts enclosed entirely within conditioned•space,. 2 Exhaust systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible manually operated dampers. o.,Sec. 114:Pool and Spa Heating Systems and'Equipment 1. System:is certified with 780.thermal efficiency; on-off switch,`weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System is installed with: a. At least 36" pipe between filter and heater for,future solar heating. b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and,a circulation pump time switch. o Sec. 115: Gas-fired central furnace, pool heater, spa heater or household cooking appliance have no cont-nuously burning 'pilot light. (Exception`: Non -electrical cook,ing ,,' appliance with pilot < 150 Btuh) LIGHTING MEASURES o Sec_ 150(k): Lighting - 40 lumens/watt or greater for general lighting in kitchens and rooms with water closets; and recessed ceiling fixtures IC (insulation cover),approved. rnMPI ITPP MPTI- On SI IMM&PY Project Name:' Plan 1 ;Date: 6/2/1994 Documentation= EREEZE'AIR-CONDITIONING ;COMPLY.24 User 3665 Standard Proposed Compliance• Source ,Energy Use.(KBtu/sf-yr) Design Design Margin Space Heating. 4.59 :3.99" o.61 Space Cooling 31.51 31.95 -0.44 Domestic Hot Water 13.43 13.18 0.25 TOTALS, -49..53 49.11 0 .42 *** BUILDING COMPLIES ** GENERAL INFORMATION Compliance Method:, COMPLY 24 version 4.11 Climate Zone: .15. Conditioned Floor Area:„” 1631 sgft Building Type: " Single Fam Det Buildin!jFront Orientation: 270 deg (W) Number of Dwelling Units:: 1 Number ` of Stories:. 1 Floor Construction Type.: Slab on" Grade Total Conditioned Volume: 14679:,cuft Conditioned Footprint Area= 1613 sqft Ground Floor Area: 1613` sgft BUILDING ZONE INFORMATION Floor # of Vent ". `one Name Area .. Volumes Units Zone,'Type TStat- 'rype Hgt Area Plan 1 1631 14679,1:00 Conditioned Setback '2 n/a OPAQUE SURFACES Act Solar Type Area U -Val Azm Tilt`Gains.Form 3 -.Reference", Location/Comments ZONE NAME = P1an.1 Wall 355 .0 .059+ 180 90 Yes 'R-21- Wa-11 ( W..21 2x6.16 j' Plan 1 Wail , 368 0.059 270 90' Yes R-21 .Wa-11. ( W.'21 .2x6.16 j Plan . 1- Wal l '279 0.059 90 90 Yes R-21 ' Wal 1 (W .21 .2x6 s 16) . Plan 1 Wall -349 ` 349 0 .059 0 90.: Yes R-21 Wall (W .21 .2x6 .16')` Flan 1 Roof.15.97 0.028 0 22 Yes R-38 Roof(R.38.2x14.16) Plan 1 r'nMuuTF:P MWTHnn Q,11MM&Qv Project„Name= Plan Z ;Date: 6/2/1994 „ Documentation= BREEZE AIR`CONDITTONING. I ;COMPLY 24 User 3665 PERIMETER LOSSES F2` Insulation Type LeVngth - Factor R -Val Depth Location ,Comments' ZONE NAME = Plan 1 Exposed 99,.0 0.90 0.0 0 in Plan 1 Covered 105.0 0.72 0.0 '0 in Plan I- FENESTRATION SURFACES SC ,Act Glass # Type Area Frame Div U -Val Azm Tilt Only Location/Comments .ZONE NAME = P1a.n 1 ---------------- 1 Wdw Right (5) '2.3 Metal No 0.72 180 90 0.88'Plan 1 2 Wdw Right {Sj 2.3 Metal No 0.712 .180 90 0.88 Plan 1 3 Wdw Front (W) 72.0 Metal, No ,. 0.,87,270 90 0.88 Plan 1 4 Wdw" Back (E) 72'.0 Metal No 0.87 90, 90 0 .88 Plan 1 5 Wdw Back (E) 18.0 Metal. No 0.87. 90 90' " ..0.88 Plan 1 6 Wdw Back (E) 18.0 Metal No 0.87 90 90 0.88 Plan,-I.-"'- lan 1. ,7 7Wdw-Back (E),, 53.0 Metal No 0.'87' `:90 90 0.88 Plan 1 8 W'dw Lett (N ). 18.0 Metal No 0.87'," 0 90 0.88' Plan "1 9 Wdw Lett (N) 3.0 Metal No 0.87 0 90 0.88 Plan l 10 Wdw Lett (N) 1'2.0 Metal No 0.87 0 90 0.88 Plan 1 11 Sky Lett (N) 15.8 Metal No 0.52 0 0 0.55 Plan 1 INTERIOR & EXTERIOR,SHADING # Type Interior Shade Type Sc Exterior Shade'Type SC 1 Wdw Light -Blind 0.58 None 1.00 2 Wdw Light Blind 0.58 None 1.00 3--Wdw Light Blind 0.58- Standard Bug Screen 0.87 4 Wdw Light Blind 0.58 Standard Bug Screen 0.87, 5 Wdw Light Blind 0.58 Standard Bug Screen 0.87 6 Wdw"Light Blind 0.58 Standard -Bug Screen 0.87 7 Wdw` Light' Blind 0.58- Standard Bug Screen 0.87 8 Wdw Light B dnd 0.58.. Standard Bug Screen 0.87 9 Wdw" Light Blind 0.58' Standard Bug Screen 0.87 10 Wdw Light Blind 0.58, Standard Bug Screen 0.87 11 Sky None 1.00, None 1.00 C -CI PI ITWP Mp-rl-Inr) <_-I IMNI&PY Project Name"-'P.lan 1 ;Date= 6/2/1,494 Documentation -,BREEZE AIR.COND_lTIONING ;COMPLY 24'User 3665 OVERHANGS/'SIDE FINS Window-- ----- ---.--Overhang-'--- ---Left Fin--- °---Right'Fin-- Type H,t Wd 'Len Ht LExt"RExt Dist'Len Ht Dist- Len Ht 3 Wdw 8.0 9.0 `" , 6.,0 0.1 6.0 6.0 f Wdw' 6,7 8..0 4". O 0.1 4.0, ..4.0° THERMAL MASS Area Thick HeatInside Location Type (sf) (in) Cap Cond Form'.,3 Reference R -Val . Comments LONE NAME — Plan 1 Exposed Slab` 655 3".50 28 0.98 n/a 0 ..Covered - ,Slab, 958 3,.50• 28 0.98 n/a' 2 HVAC S.Y:S 'EMS Minimum Distr- ib :Type Duct- "TStat System Type Efficiency and Location RVal Type Locution/Comments Pac.kHtwump, 5.850 HSPF Ducts in'Attic •" 8.0 ,.SetBck., Plan,: 1' NackHtPump :.•11 .050 SEER .Ducts .i.n Attic 8.0 "S,etBck Water. No. Tank Ext. -WATER HATING SYSTEMS' Heater i•n Energy Size Lnsul ,System Name Distribution -Type Type - Sys "Factor e_(.gal j R -Val AO SMITH FSG -50 Standard StorGas . 1 0.53 50.0 .2 1.0 WATER HEATER EQUIPMENT DETAIL /.Rec -Rated. Stdby Tank Pilot, System' Name System _Type Eff Input, Loss R -Val Light" AO*,SMITH FSG -50„ DomesticHW, 0.780 37000 0".035 0.0 0f SPECIAL FEATURES/REMARKS HVAC-•' 7n1Vw HW&T TfVi; R. C'nnl'TN(, I non ---MIMMAov -------------------------------------------------------------------------- Project Name: Plan 1 ;Date: 6/2/1994 Documentation: BREEZE ATR CONDIT7I0N'ING ;COMPLY 24 User 3665 HVAC ZONE .DESCRIPTION"' HVAC Zone Name: Plan 1 Heating System Name:,._: Lennox CHP20-651 Cooling'System Name: System Multiplier: 1 Fan Schedule: All On Load Calcs Peak Load.Method: COINCIDENT Relative -;Humidity: 50 a COOLING SPACES IIN THIS ZONE PEAK HEATING PEAK SENSIBLE LATENT Plan. 1 (,Jan 12am j 34394 (,Aug 2pm) .. 34758 -3163 TOTAL SPACE LOAD 34394 34758 -3163 Dunt Gains & Losses:- 3439 ;- 3476 Ventilation: ( 0 CFM) 0 ` 0 O Return,Air Lighting Gain L 0 TOTAL SYSTEM LOAD 37833 38234 -3163 SYS,rEM'OUTPUT AT DESIGN CONDITIONS. 45351. 45506. 5558 NOTE: T'he TOTAL SYSTEM LOAD shown represents the minimum 'size equipment which.wili heat or cool this zone during the design conditions indicated. 1"hese -numbers include no safety factor" and the ,HVAC contractor should oversize',by a reasonable 'margin to account.for variations in weather conditions and the pick=up capacity required -to bring the zone to temper- ature:as a result of'a-setback thermostat. Those responsible for -final equipment selection should note that Sensible and Latent Cooling Loads are indicated to allow,for accurate comparison with manufacturer's output data. RPS Tr)1=NTT4nd SP&f F N976TTN(-_ I nAr) Cl IMMADV 'PToject'Name= Plan 1 A Date= 6/2/199,4 Documentation= BREEZE ATR CONDITIONING;,:"' ,fCOMPLY 24. :User 366,5 Space Name: Plan"I " Design Indoor. Dry,Bulb Temperature: 72 F Design..Outdoor Winter Dry -Bulb Temperature: 31,F Design Temperature Difference: _ 41 F. Conduction Area U='Value T'D Btu/hr R-21 Wal l ( W. 21-.2x6.1b) 1350.5 x 0%.0592 x 41.0 - 3278. Double Clear Def aul?t(R )' 33.0 1x 0 .8700 x. 41.0 = 1177 Double Clear Default(R) 108'.0, x 0.8700 >e 41.0 _ 3852 Double 'Clear Default(R ),. 58.,0. x 0.8700 x 41.0 = ` ' 1891 Double Clear Default(R) - 4.5 x 0.7200 x 41.0 = 133 Double Clear Def ault(R) 72.0 x 0.8760 x.:41 .0 258 Double. White 'Trans, 15.8 x 0.5200 x 41 .'0 - 336 :R-38 Roof(u'.38.2x14.A16) 1'597'.2 x - 0.0283 x 41.-0 - 1856 8 ab,o.n Grade.. Perim _ 99.0.'x 42 - 4158„ Slab on' Grade P-erim = 105.0 ;x 42 = 4410 Infiltration: ., 1°.00 x 0.018. x 1631 sf x 9.0 ft' x 1.00 :AC .x 41.0 10734 , :TOTAL''HOURLY.HEAT LOSS.FOR'SPACE^ 34394 Heating AirFlowc 34394 Btu/,hr / [1-07 x 33 F DeltaT) - 974 cfm ;ucari= rani r nir i non czi imm&Qv I' 4 1 , --------------------------------- Project Name: Plan -1 ---.---- ,-----------------------___------- ;Date: 6/2/1994 Documentation: ------------------------------- BREEZE AIR CONDITIONING :COMPLY 24 User 3665 SpaceName= Plan 1. Design Indoor Dry ;Bulb Temperature.: 76 F - Design Outdoor Summer Dry Bulb Temperature: 113-F .Design Temperature Difference: 37 F Conduction Area., U -Value DETD Btu/hr R-21 Wall (W.21.2x6.16) 1350.5 x 0.0592 x 32.6 2607 Double Clear Defaul't(R) ' ',33.0 x 0.8700 x 37.0 -. 1062 Double Clear Default(R) 108.0 'x 0.8700 x 3.7.0 = 3477 Double Clear Default(R) 53.0 x 0.8700 x 37.0 - 1706 Double Clear Defauit(R) 4.5 x 0:7200 x 37.0 = 120 Double Clear Default(R) 72.0 x .0.8700 x. 37.0 2318 • Double white.Trafis' 15.8 .x 0.5200 x 37.0 - 303 R-38 Roof(R.38.2x14,.16) 1597.2 x 0.0283 x 53.0 - 2400 Infiltration: 1.00 x 0.018 x ;. 1631 sf x .9.0 ft x 1:00 AC x 37.0 9687 Shaded Unshaded Solar Gain Orient'. Area SGF. Area SGF SC Double Clear, Default(R) South [ .0.0. x 15 + 2.3 x 321 x 0.51 -= 36 , Double Clear Default(R) South [ 6.0 x 15--' 2.3 x 32] x O.51 36 Double'.Clear Default(R) West [ 42.3 x 1.5 + 29.7 x 73J, x 0.49 = 1373 Double• Clear. Default(R )` East [ 0:.0 x 15 + 72 .0 . x 731. x 0.49 = 2575; Double Clear Default(R) East [ '0-6 x 15 + 18.0 x 73J x 0.49 = 644 Double Clear Default(R) East [ 0.0 x 15 + 18.0 x 731 x 0.49 = 644 Double Clear Default(R ), East [ 24.6 x 15"+ 28.4 x 73J x 0.49 = 1195 Double Clear Default(R) North [ 0.0 x 15,+ 18.0 x 15.j x 0.49 = 132 Double •Clear Default(R) North [ 0.0 x 15 + 3.0 x . 15J x 0.49 = 22 Double Clear Default(R) North [ 0.0 x' 15 + . 12.0 x 15J x 0.49 = 88 Double White Trans Skylight [ O.O.x 15 + 15.8 x152J x 0.50 = 1186 Internal Gain Op Frac. Area Heat Gain Conv. Lighting 1.00 x 1631.0 x ,0.200 x 3.413 1113 Equipment 1.00 x 1631 .0 x 0.100 x 3.413 = 557 Occupants 1.00 x 1631.0 x225 / `333 - 1102 TOTAL HOURLY SENSIBLE HEAT':GA,IN FOR` SPACE 34758 Latent GainOp, ' ----.----------- Frac -------- Area Heat Gain Conv. Btu/hr Equipment 9 ----- 1-00 ------ x 1,631.0 --- x ----- 0.000 x ----- 3.413 - ------ 0 Occupants 1.100 x 1631 .0' ` x 225 / 333 - . 1102 _ Infiltrati-on= 1.00 x 0.018 x 1631 sf X 9.0 ft x 1.00 AC x-14.9 = -3912 TOTAL HOURLY LATENT HEAT GAIN FOR SPACE 73163 Cooling AirFlow: 34758 Btu/hr /`L1.07 x 2.1 F DeltaT)J = 1547 cfm TRUSS DIVISION T AC KOU 5TQH` LUMNk Co Lumbermen Since. 1884 83-490 lnd.io Boulevard.: ..Indio, California 92201/(619) 347-9754 CONTRACTOR.: 1 v, Gab -v JOB NAME MEMBER ffoo d Trus I J03 ADDRESS: --HOUSTON- '.UMBER . CO, ND►O, C . U.B,C. STANDARD' 25-17' g SECT . 25.1738x39 Nr'_R=27.5 QUALITY -AUDITED'. BY'. t Tlty',BER PRODUCT " NSPEC T ION Ill -!C _ NYDRC,AIR' - iQ I' 735079 LOA M—C63177I =5-8075o 934C 567.7127 CONNECTOR' PLATE CODE APPROVALS: SOCA 55-S3 HUZ).'==A iC3 17.03 . lC=J iG.i"• aBCG 8712 1 .. • rn i t. LI^F ♦.vti. w.Y:.2 1, +v..r4:r a. y r . . ..c- . Y'{♦ l.. 'tu xew... Te .fan ♦ m r .... • .. rT rc V CO ' - - FT -1 m' . Cil Cil o CD . z m cn ' p. `x4$+1.::. •E'rf+?.:.-`.:rt:v<! 'Lc :ks.tC.'a1:.k.?;:Vsi.o gfAS't1 gF.C,M1I r,:;, r» k+..,rsd'e= a r •! 'b S%:i4Ylw - &G Ja:ViHK dt i,,p.x r.Y;:J1'sJWiM+1.::71ac:>. ra....N.:,.,c:,.¢c}:a!•iw'::tCwk.::.e.e...,.:: +.um.. r.... t. Lr ..r. <<<<A.C.E:S Version 6..1>>5>====__[ 552151. ] ==-=<,<,<<A`.C.HOUSTON-INDI>>)5===: 'Customer.:.PLAN1550 3rc4 -Thu Feb 17':11:25:51.1994; Pro3ec_t #:' JONES. Truss ID : A Family #. 317 Span 20-7. Quantity : 12 --------------- e s Top Pitch. :. 0.25/12 TDP CHORD BOTTOM CHORD WEBS REACTIONS - SIZE APPROVED FOR MITEK INDUSTRIES INC. 1-2=-685. 7-8= 0 2-10=. 1403 1=-710 3.50 5-2-10 5-0-14 2-3=-1287 8-9= 1431 3-10=-509 7=-710 3.50. R., HL TO PK :20-7-1 3-4==1807 9-10= 1287 3-9= 563 RISE.:370 RIGHT HEIGHT:2-0-15 LOADING .(PSF) MAX STRESSES 4-5=-1807 10-1= 0 .4-9=-304 L D TOP 3-4=0.336 TOP CHORD:2*4 1650f1.5E MRL .SPF 5-6=-1431 .5-9= 401 BOT CHORD:2*4 1.650f1.5E MRL.SPF to 6-7=-685 5-8=-452 STR.INC.: LUMB = 1.15 PLATE = 1.15..;,SPACING g1tof Q C. E' 6-8='1517 N0. OF: MEMBERS ='1 PLATES ARE MITEK M20-186,147 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT.AS SHOWN) PLATE MUST BE INSTALLED ON EACH FACE OF JOINT, SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS WITH NDS DESIGN SPECS, UBC-ICBO,TPI-91 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER. Q'J\p N 1 PLATE OFFSETS (X=LEFT,Y=TOP):[j3=3,3],[j8=3,21,[j10=3',1:51, NO1E: PROVIDE ADEQUATE DRAINAGE TO PREVENT PONDING P d> i OF 41F0N 5-2-10 10-3-8 15-4-6 20-7 5-2-10 5-0-14 5-0-14 5,-2-10 FEB 2 1 99941 4X6 4X6 5X6 1X4 3X4 3rc4 10 e s 3X5 3X8 5X6 7 3X4 5-2-10 10-3-8 15-4-6 20-7 5-2-10 5-0-14 5-0-14 .-5-2-10 R., HL TO PK :20-7-1 LEFT HEIGHT:2-5715 SPAN:20-7. RISE.:370 RIGHT HEIGHT:2-0-15 LOADING .(PSF) MAX STRESSES MINIMUM GRADE OF LUMBER L D TOP 3-4=0.336 TOP CHORD:2*4 1650f1.5E MRL .SPF TOP 20 10 BOTT 8-9=0.290 BOT CHORD:2*4 1.650f1.5E MRL.SPF BOTT 0 5 DEFL.@9=0.10 < L/240 WEBS :2*4 STUD GR DF—L STR.INC.: LUMB = 1.15 PLATE = 1.15..;,SPACING --------------------------------------- 24.0• in. o. c. REPETITIVE STRESSES USED N0. OF: MEMBERS ='1 PLATES ARE MITEK M20-186,147 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT.AS SHOWN) PLATE MUST BE INSTALLED ON EACH FACE OF JOINT, SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS WITH NDS DESIGN SPECS, UBC-ICBO,TPI-91 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER. ===<<<<A.C.E.S Version 6.1>>>>======( 55215.2 ]===.====<<<<A.C.HOUSTON-INDI>>>.>===. Customer :•PLAN1550 Thu Feb 17.11:26:01.1994 Project #: JONES. Truss ID B. Family # 315 Span 18-0 Quantity ': 20 Top Pitch*: 0.25/12 TOP CHORD BOTTOM CHORD WEBS REACTIONS - SIZE APPROVED FOR MITEK INDUSTRIES INC. 1:-2=-133 7-8= 0 3-1=-.1079. 1=-620 3.50.. 2-3= 0 8-9= 1067 3-10= 220 7=-620 3.50 3-4=-974 9-10= 1358 4-10==422 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER 4=5=-1358 1.0-1= 974 4-9=-82 1650f1.5E MRL SPF , OFESS/0 5-6=.-1067 5-9= 317 BOTT 0 5 DEFL.@9=0.06 < L/240 WEBS. :2*4 O -------------------------------------------------------------------------------.- STR.INC.:.LUMB = 1.1.5 PLATE.= 1.15 SPACING 24.0 6-7=-598 5-8=-398 6•-8= 1155 REPETITIVE STRESSES•USED NO. OF MEMBERS- h 46 PLATE MUST BE INSTALLED ON EACH FACE OF JOINT, SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS WITH.NDS DESIGN SPECS, UBC-ICBO,TPI-91 O NO C c 1 PLATE - OFFSETS (X=LEFTY=TOP): (j8=2, 1..51, NOTE: PROVIDE ADEQUATE DRAINAGE TO PREVENT PONDING 5 "' CALIF FEB 211994 4-6714 9-.0 13-5-2 18-0 4-6-14 4-5-2 4-572. 4-6-14 4X6 2X6 3X4 3X4 3X4 ' 3x 10 9 8. 1 3x4 3X4 3X5 3X4 4-6-14 9-0. 13-5-.2 18-0 4-6-14 4-5-2 4-5-2 4-6-14 R . '. HL TO PK : 18-0 - I LEFT HEIGHT:2-5-15 SPAN: 18-0 RIS'E:3-0 RIGHT HEIGHT:2-1-9- LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER L D TOP- 4-5=0.234.. TOP CHORD:2*4 1650f1.5E MRL SPF TOP 20 10 BOTT 9-10=0.264 BOT CHORD:2*4 165Of1.5E MRL SPF BOTT 0 5 DEFL.@9=0.06 < L/240 WEBS. :2*4 STUD GR DF-L -------------------------------------------------------------------------------.- STR.INC.:.LUMB = 1.1.5 PLATE.= 1.15 SPACING 24.0 in. o.. c.... REPETITIVE STRESSES•USED NO. OF MEMBERS- = 1 ' PLATES ARE MITEK M20-186,147 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT.AS SHOWN) PLATE MUST BE INSTALLED ON EACH FACE OF JOINT, SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS WITH.NDS DESIGN SPECS, UBC-ICBO,TPI-91 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT,AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT.OR ENGINEER. ===<<<<A..C.E.S Version.6.1>>>>======[ 552153 ]=======<<<<A.C.HOUSTON-INDI>>>>== Customer :.PLAN1550 Thu Feb 17.11:26:19 1994 Project #: JONES Truss ID. B1 Family # 315 Span 6-0 .Quantity :'1 Top Pitch 0.25/12 -- ---- -- - ------------ ------------------------------------------- TOP CHORD BOTTOM CHORD WEBS REACTIONS -.SIZE APPROVED FOR MITEK INDUSTRIES INC. 1-2=-86 5-6= 0 3-1=-166 1==200 3.50 2-3= 0 .. 6-1=-133, 3-6=-•69 5=-200 3.50 3-4=-133 4-6= 165 QgpfESSIQ 4-5=-186e ce N 95 3-0 6-0 3-0 cAUF° 3-0 FEB . 2 11994 3x4 2x . 3 3X4 4 G 3X4 3X4 3-0 6-0.' X4 3-0. 3-0 R. HL TO PK :6-0 LEFT HEIGHT:2-5-15 SPAN: 6-0... RIS E':3-0 RIGHT HEIGHT:2-4-8 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER L D TOP 3-4.=0.'099 TOP CHORD:2*4 16,50f1.5E MRL SPF TOP 20 10 BOTT' 6-1=0.038 BOT CHORD:2*4. ,1650f1.5E MRL SPF` ,BOTT 0 .5 DEFL.@6=0.00 < L/240. WEBS :2*4. STUD GR DF-L STR,INC.: LUMB = 1.15 PLATE._ 1.15' SPACING "24.0 in. o: c. .REPETITIVE STRESSES USED..NO.'-.OF MEMBERS 1 PLATES ARE MITEK M20-186,147 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) -PLATE MUST BE INSTALLED ON EACH FACE OF JOINT, SYMMETRICALLY.(EXCEPT AS SHOWN)DESIGN CONFORMS WITH NDS DESIGN SPECS', UBC-ICBO,TPI-91 THIS DESIGN IS FOR.TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDT ARCHITECT OR.ENGINEER.- i- tom. _==<<<<A.C.E.S.Ve'rsion.6:1>>>>======['552154 ]=======<<<.<A.C.HOUSTON-INDI>>>>===• Customer : PLAN15'50 Thu Feb 17 11:26:26 19.94' Project. #: JONES .Truss'. ID B2 Family # :'315 Span : "6-0 Quantity 1 _ - - Top Pitch 0.25,/12 ----------------------------------- ---------------------- TOP CHORD BOTTOM CHORD WEBS REACTIONS - SIZE APPROVED FOR MITEK'INDUSTRIES INC. 1-2=.-171 .. 4-1= D 3=1= 0. 1=-200 3.50 -2-3= 0 4=-200 3.50 3-4=-171 Q jkQFFSS C. t NOTE: PROVIDE ADEQUATE DRAINAGE TO PREVENT PONDING • 'Ply r ' 6-0 of9 " 6-0 4X6 FEB .2 1 1994 1X4 '• . z 1. 4 3 X 4 6-0 X4.. ' 6-0 R.. HL TO PK :6-0 LEFT HEIGHT:2-3 SPAN: 60 RIS.E:3-0 RIGHT HEIGHT:2-1-9. LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER L D' TOP 2-3=0.438 TOP CHORD:2*.4 1650f1.5E MRL SPF. TOP-, 20' 10 BOTT 4-1=0.072 BOT CHORD:2*4 1650f1.5E MRL SPF BOT.T. 0.: 5. .DEFL.@0=0.00 < L/240. .WEBS :2*4 STUD GR DF-L STR.INC.: LUMB.= 1'..15, PLATE _ 1.15 SPACING.: 24.0 in o.-. c:. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 PLATES ARE MITEK M20-186,147 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT.AS SHOWN). PLATE MUST BE INSTALLED ON EACH FACE OF JOINT, SYMMETRICALLY(EXCEPT.AS SHOWN)DESIGN CONFORMS WITH.NDS DESIGN SPECS; UBC-ICBO;TPI-91 THIS DESIGN,IS FOR-TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH-IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER:. 3R,fu.. ..:,,y >r'i. !!w'vl,3 h.0 .?.•,4 1 '.1fyrY.ft + : w:rwG^ #'., :r''iY-. .':,.1°r..4ff 'Sa.f' .C.',inllPTswrsaMti. ,k•U f_YYIT!YE{St,' L'T'iIY.,YfM1:li.Yf i"F7+. • ; •ifFi[''. .ei!' b5'.: !$'l.. {.Ia ..b%-i'i yJ;.^(n' ter.N, TtiMUav1'! 'F=C: N:1n+x Fi. : .n-.t tJ". . '.: Nj'n - -_=<<"<.<A.C.E_S Version 6.1>>>>======.[ 55.21.55 ]===.====<<<<A.C.HOUSTON-INDI.>>>>===", Customer : PLAN1550 .' Thu Feb 17 11:26:3.2,199.4 Project #: JONES Truss ID.;. :.0 Family # 315 Span : 18-0 Quantity:: : 7 Top -Pitch 0.25/12 ------------. --------------------------------------------------------------•--- TOP CHORD . BOTTOM CHORD WEBS ;, REACTIONS - SIZE APPROVED FOR MITEK INDUSTRIES INC. 1-2=-133' 7-8= 0. 3-1=-1079 1=-620 3.50 2-3= 0. 8-9= 1067 3-10= 220 7=-620 3.50 3-4=-974• 9-10= 1358 4-10=-422 1-5=-1358 10-1= 974' 4-9=-82 5-6=-1067 5-9= 317 6-7=-598 5 8=-398 06 6-8= 1155 C ' N PLATE OFFSETS (X=LEFT,Y=TOP):[j8=2,1.51, " NOTE:'PROVIDE ADEQUATE DRAINAGE TO PREVENT PONDING -95 41> t 10. >aP F CA100' 4-6-14 I 9-0 13-5-2 1 18-0 4-6-14 4-5-2 4-5-2 4-6-14 . 4X6 1X4. 2 3X4 3X4 3 4` 3X4 , S 9 10 9 1 3X4 3X4 3X5 3X4 4-6-14 .9-0 I 13-5-2 I` 18-0 ;Y4 4-6-14 I, 4-5-2 4-5-2 4-6-14. R. HL TO PK :18-0-1 LEFT.HEIGHT:2-6 SPAN:18-0 RISE:3-0; RIGHT.HEIGHT:2-1-9, LOADING (PSF) MAX STRESSES MIs;NIMUM GRADE OF LUMBER L D TOP 4-5=0.234 TOP CHORD:2*4 1650f1.5E MRL SPF TOP 20 10 B'OTT 9-10=0.264 BOT CHORD:2*4 1650f1.5E.MRL. SPF BOTT 0 5 DEFL.@9=0.06 < L/240 WEBS ... :2*4 STUD GR DF -L STR.INC':. LUMB = 1.15 PLATE 1:15 SPACING 24.0 in o c REPETITIVE STRESSES .= USED NO. OF MEMBERS ='1. PLATES ARE MITEK M20-186,147 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EACH FACE OF.JOINT, SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS WITH NDS DESIGN SPECS, UBC-ICBO,TPI-91 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.'-fOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER. .o -. ....N, 1i. rri *1 t.t_ c11.'...'i..r++ .. •K' ..w .,..t\. k?thgkx....J..V+Ma a..a9s..iSL.i.+lc•Y•7£Motu••dA{...:).Ssryc ,Wi/. w.W:.,huw-r;R+a•A:Ma.•s, _nl. 4i•a. !Yl:7gte ,t.•^ya.+,rjgvt/:FVtrl q..}tut rii :te.•- -==<<<<A.C.E..S Version 6..1>>>>=____._[ 552156 ]_=_=__=<<<<A.C.HOUSTON-INDI>>.>>___' Customer PLAN1550 Thu Feb 17 11::27:07 1994 Project #: JONES Truss ID : D Quantity : 6 Family # 315 Top Pitch.:. 0•.25/12 Span -28-4-8 TOP CHORD. BOTTOM CHORD WEBS " REACTIONS - SIZE APPROVED FOR MITEK INDUSTRIES INC.. 1-2=-169 8-9= 0 3-1=-2256 1=-983 3.50 2-3= 0 9-10= 2542 3-12= 493 8=-983 3.50 `' - • 3-4=-2115 10-11= 3573 4-12=-1320 2UFEssIO y„_ 4-5=-3361 11-12= 3361 4-11= 126 Nw Q• F 5-6=-3574 12-1= 2115 5 11=-223 6-7=-2543. 5-10=-263 7-8=-955 6-10=-1079 w 6-9=-677, O. 1 7-9= 2646 ►. ,. 5 PLATE OFFSETS (X=LEFT,Y=TOP):[j4=3,3],[j6=3,1.•5],(j7=6,21,[j9=3,2.51,[jlo=3,2.5], NOTE: PROVIDE ADEQUATE DRAINAGE TO PREVENT PONDING AUFO \ FEB 2 1 1994 5-9-2 11-4-9 16-11-15 22-7-6 28-4-8 f 5-9-2 5-7-6 5-7-6 5-7-6 5-9-2 1X4 3X5 5X6 3Y,4 . 3X5 r, Sx 10 3>2 3>td 696 4X9% e 3)5.3X4 5-9'-2 x...11-4-9 16-11-15 22-7-6 1 28-4-8 5-9-2 5-7-6 5-7-6 - 5-7-6 5-9-2 R. HL TO PK. :28-4=.9 . LETT HEIGHT:2-6 SPAN:'28-4-8. RISE:3-0 RIGHT HEIGHT:1-11 LOADING (PSF.) MAX STRESSES MINIMUM GRADE OF LUMBER L D TOP -5-6=0.635 TOP CHORD:'2*4 1650.f1 5E,MRL SPF TOP 20 10.- BOTT 10-11=0'.651 BOT CHORD:2*4 1650f1..5E MRL,SPF 'BOTT 0- 5 DEFL.@10=0.34 < L/240 WEBS. :2*4 STUD GR DF'L STR INC.: LUMB = 1.15 PLATE -1.15 SPACING •'24 0 in' o. c. REPETITIVE STRESSES USED NO. OF MEMBERS =..1.• WEB 3-1; 4-12 BRACED at.1/2 POINTS,AS SHOWN ABOVE Note:Use 1x4 or 2x3 Cont.Bracing conn.w/2-8d nails . ,or -T -brace of same 'size and grade as web 'connto narrow face w/10d nails 6 in.. o.c PLATES ARE MITEK M20-186,147 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT'AS SHOWN) PLATE MUST BE INSTALLED ON EACH FACE OF JOINT, SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS WITH NDS DESIGN SPECS, UBC-ICBO,TPI-91. THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS.ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER.' :..v.w "...Nrv. - s.. ,er H..r^.w ..,•x- ✓,+I.:.m ,-,-t3: h=d w4....tk•.iC.e45:N+.;n.,'na.Nfi'"au:! ;1n}r ,ws>t3,Rt.4e'.KyoY:ti ;tGrfNFr.'xl?;e!:.i•. , .";1'::' "wr{,?Yn,X3r+?ra:: [ue*.'33sjk..Lci.rF.-v'at.. %?v 'a.:to•.c4cyr w' . i^4tirita+;a,`-`$.'vX.i.',,,... ::. •xi 3Xs ===<<<'<A.C.E.S Version 6.1>>>.>======[ 552157 ]===_===<<<<A.C.HOUSTON-INDI>>>>===' Customer : PLAN1550 Thu Feb 17 11:27:33 1994 Project #: JONES Truss ID F Family #: 315.. Span : 16-4-8 Quantity 8 Top.Pitch,: 0.25/12. - ------------ ------------------------------------------------------ 'TOP CHORD BOTTOM CHORD WEBS REACTIONS - SIZE APPROVED FOR MITEK INDUSTRIES INC. 1-2=-121. 7-8= 0 3-1=-905 1=-563 3.50 2-3= 0 8-9= 869 3-10= 198. 7=-563, 3.50 3-4=-800 9-10= 1111 4-10=-348 4-5=-111.1 10=1= 800 - 4-9=-77: ` 5-6=-869 5-9.= 269 5 8=-364 O f19 677=-543 95II 6-8= NOTE: PROVIDE ADEQUATE DRAINAGE TO PREVENT PONDING N C 1 + OF 4-2 I 8-2-4 12-2-8 16-4-8 ' 4-2 4-0-4 4-074 i. 4-2 FEB 2 1X4 3X4 3X4 3X4 10 3X4 3X4 3X4 3X4 4-2 8-2-4 I 12-2-8 T6-4-8 3Y4 4-2 4-0-4 4-0-4 4-2 R. HL TO PK_.:16-4 9. -LEFT HEIGHT:2-6 SPAN116-4-8 RISE: 3=O RIGHT HEIGHT:2-2 ---------------- LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER L D TOP '4-5=0;185 TOP CHORD:2.*4 1650f1..5E MRL SPF . TOP 20 10' BOTT 9-10=0.217 BOT CHORD:2*4 1650f1..5E MRL SPF' :BOTT 0 5DEFL.@9=0.04 < L/240 WEBS :2*4 STUD:GR DF -L ----------------------- m 7— STR.INC.: LUMB = 1.15 PLATE 1.15 SPACING.: 24.0 in. o. C'. REPETITIVE STRESSES USED; NO. OF MEMBERS, 1 PLATES ARE MITEK M20-186,147 MANUFACTURED FROM ASTM A.446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN). PLATE MUST BE INSTALLED ON EACH FACE OF JOINT, SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS WITH NDS DESIGN SPECS, UBC-ICBO,TPI-91• THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT, OR ENGINEER. . ,.,.. «.• •,. <, 6 _.,+...+. "5., ':x+cp c, .y: ..: ,^'s" '+"::".n,, J. ,r.. +..• ., k; nf,.W. ,,.;rey rg v+ :gl,., w+itF^ i:`'^.":i k yi 1"+ti?tf ,i as* ;rs F'frx'+d3Xnr r, c. ,:. 3ngr,.•r, St tia, sn. _ .ua,r,,,-M '' :,wy,^t.. i'•: ;''.,rwi` ===<<<<A.C.E.S Version 6.'1.>.>>>=====_[ 5.52158']===_=_,=<<<<A.C.HOUSTON-INDI>>>>=_ Customer : PLAN1550. Thu Feb _17 11:27:54 1994 Project #:•JONES Truss. -ID : E Family k 321 Span 10-0 Quantity : 8 Top Pitch 0.25/1.2 TOP CHORD BOTTOM CHORD WEBS REACTIONS - SIZE APPROVED FOR MITEK INDUSTRIES INC. 1-2=-75 6-7= 414 3-1=-522 1=-440 3.50 2-3= 0 7-1= 395 3-7= 49 6=-440 3.50 3-4==432 4-7= 23 FE 4-5- 0 4-6=-536 5-6=-75 ri LU C 1 a i 2-7-12 .7-4-4 10-0 lF r C A1FO 2-7-12 4-8-8 2-7-12 1 X4 3X4 FEB 2 3X4 1 X4. 3 4 2 5. 1 6 _. 3X4 3X4 5-0 r .10-0 4X4 5'-0 .5-0 R : HL TO 'PK : 10-0 ' C,lEFT,HEIGHT:2=6 SPAN: 10-0 RISE: 2-6 RIGHT HEIGHT:2-3-8. '.1JOAD:ING (PSF) MAX. STRESSES MINIMUM GRADE OF LUMBER L D TOP 3-4=0.207 TOP CHORD:2*4 1650f1.5E MRL SPF TOP 20 10 BOTT- 6-7=0.123 BOT CHORO:2*4 1650f1.5E MRL SPF BOTT 0 5. DEFL. @7=0..01 < L/240 WEBS :2*4 'STUD.• GR • DF -L. •STR.INC.: LUMB'= 1.15' PLATE _ 1.15 SPACING , 24.0 in o c REPETITIVE STRESSES.NOT USED NO.. OF MEMBERS = 1.. LOADING STRESS INCREASE LOADING PANEL(PLF) / JOINTS(LBS) LUMBER PLATE TYPE 1 1.15 1.15 UNIFORM 2- 5= 60 6- 1= 10 CONCENTRATED 3= 100 4= 100 PLATES ARE MITEK M20-186;147 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EACH FACE OF JOINT, SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS WITH NDS DESIGN SPECS, UBC-IC60,TPI791. THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT'OR ENGINEER. r `T +-.ifrT:Y+t E"Zitftiy', t C c z^ l '94t' fi.. ' i; ;r avr,; : sEl; .tJ Y' "4`v >r.rc' i; y".•,:.! DATE ELEV DEPTH SOIL ID NUMBER MAXIMUM LAB DRY DENSITY WATER CONTENT IN PLACE DRY DENSITY PER CENT COMPACTION COMMENT -z7 u. 9 .S REPORT OF FIELD COMPACTION TESTS TESTED FOR: 51 r it cn G n P S , PROJECT: S . 3 , 3YO. /9 UG 4 1,/q. % r b 3j DATE: Z -T ' 1 OUR REPORT -,NO.: O -23 TEST DATA - TEST NO. DATE ELEV DEPTH SOIL ID NUMBER MAXIMUM LAB DRY DENSITY WATER CONTENT IN PLACE DRY DENSITY PER CENT COMPACTION COMMENT -z7 u. 9 .S 1 17. IF/- 3j - .:_s 10. s" iii_ 91:Z :- NOTES: DENSITIES SHOWN: Lbs. per cubic foot • 0. ILCMATERIAL (f TEST RESULTS COMPLY WITH SPECIFICATIONS WATER CONTENT: Per Cent of dry weight 2. BACKFILL B.' REC.OMPACTION REQUIRED . PERCENT COMPACTION: Based on maximum dry w 3. 'BASE COURSE C. TEST IS AFTER RECOMPACTION density.obtained on sample indicated by 4. SUBBASE soil' ID number: 5. SOIL CEMENT. 6. OTHER REMAP RKS: --y-- 4 " espectfully submitted, Professional Service Industries, Inc. ' PSI A-100-2 (1)