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04-3829 (PAT)BUILDING & SAFETY DEPARTMENT P.O. Box 1504. (760j,777-7012 78-495 CALLE TAMPICO FAX (760) 777-7011 LA QUINTA, CALIFORNIA 92253 INSPECTION REQUESTS (760) 777-7153 BUILDING PERMIT Application Number . . . . .-04--O0-0.3.829 Date 5/03/04 Property Address . . . . . 60481 JUNIPER LN APN:- 764 -270 -999 -98 -300232 - Application description . . PATIO.COVER - RESIDENTIAL Property Zoning . . . . MEDIUM HIGH DENSITY RES---'-� "- -Application valuation 3032 Owner Contractor �( 03 2004 DON JEFFERS OWNER. W. , L IUINTA 60481 JUNIPER LANE LA QUINTA CA 92253 Permit . ... . . PATIO COVER PERMIT Additional desc Permit Fee . . . . 63.00 Plan Check.Fee 40.95 Issue Date Valuation 3032 Qty Unit Charge Per Extension BASE FEE. 45.00 2.00 9.0000 THOU BLDG 2,001-25,.000 18.00 Special Notes and•Comments 228 S.F. ALUMAWOOD LATTICE PATIO COVER Fee summary Charged Paid Credited Due ----------- ---.------------ ---------- ---------- ---------- Permit Fee Total 63.00 .00 .00 63.00 Plan Check Total 40.95 .00 .00 40.95• Grand Total .103.95 .00 .00 103.95 P.O. BOX 1504 �/ VOICE (760) 777-7012 78-495 CALLS TAMPICO FAX (760) 777-7011 • LA QUINTA, CALIFORNIA 92253 TA INSPECTIONS (760)'777-7153 BUILDING & SAFETY DEPARTMENT Application Number: Date: .��' .3 -Oq Applicant: I Architect or Engineer: Appllc t'tMa 0"singrCCN. , ck q 2 7d Architect or Engineer's Address: Lic. No.: BUILDING PERMIT DECLARATIONS LICENSED CONTRACTOR'S DECLARATION 1 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 Class License No. Date Contractor OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractors' State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or.that he or she 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).): U 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 and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or Improves thereon, and who does the work himself or herself or through his or her own employees, provided that the 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 or she did not build or improve for the purpose of sale.). U I, as owner of the property, am exclusively contracting with licensed contractors to constrict the project (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). U I am exempt under Sec. B.8 P.C. for this reason Date /� /OX C� P,K RKERS' 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 Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number �I certify that, in the performance of the work for which this permit is issued, I shall not employ any person In any manner so as to become subject to the workers' compensation laws of California, and agree that, if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date S /3 opplicant WARNING: FAILURE TO SECURE WORKERS' COMPENMTtQ) &OVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($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. CONSTRUCTION LENDING AGENCY hereby affirm under penalty of pedury that there is a construction lending agency for the performance of the work for which this permit is Issued (Sec. 3097, Civ. C.). Lender's Name Lender's Address APPLICANT ACKNOWLEDGEMENT IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the conditions and restrictions set forth on this 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 application, the owner, and the applicant, each agrees to, and shall, defend, indemnify and hold harmless the City of La Quinta, its officers, agents and employees for any act or omission related to the work being performed under or following issuance of this permit. 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. 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 county to enter upon the above-mentioned property for inspection purposes. ^ Date J ignalure (Applicant or Agent): F2ofv? OF HOrnC CITY OF LA QUINTA BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTION DATEOQ4 BY t5? 10 P120POSE✓� PLUM09W000 P1917o LAT'T?cg !a.' ►c7 ' ATT)gcHW:ro Esc Or )19 14 Ow, E g.1 0 o'.10 five ri'o By oou hie .s►EAq,_ 2 nNO Two Psrf I-AT-7J0r -ro be 1'12- -P " p09cr'o0q.;' Dip 1"o a� REAR. P2oPERTy L-INr IQ �— S)f)F reoPeQry. . ILltort At&s Awning Company 754 Williams Road LIC: 678256 Palm Springs, CA 92264 PH:760-327-8456 FAX:760-327-8467 For. s, 29 Park. Phone: /— F2ofv? OF HOrnC CITY OF LA QUINTA BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTION DATEOQ4 BY t5? 10 P120POSE✓� PLUM09W000 P1917o LAT'T?cg !a.' ►c7 ' ATT)gcHW:ro Esc Or )19 14 Ow, E g.1 0 o'.10 five ri'o By oou hie .s►EAq,_ 2 nNO Two Psrf I-AT-7J0r -ro be 1'12- -P " p09cr'o0q.;' Dip 1"o a� REAR. P2oPERTy L-INr IQ �— S)f)F reoPeQry. . ILltort Ki{i � w -ei �a ! .�.r � ��yi.. Yf,� is". a'{,.f i �Y._r � ��:- •F.. OWNER/BUILDER INFORMATION Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of the property improvements specified. For your protection you should be aware that as "Owner/Builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the City or County. They are also required by law' to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $200.00 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. If you are an employer, you must register with the State and Federal Government as an employer and you are subject to several obligations including State and Federal income tax withholding, federal social security taxes, worker's compensation insurance, disability insurance costs and unemployment compensation contributions. There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. For more specific information about your obligations under Federal Law, contact the Internal Revenue Service (and, if you wish, the U.S. Small Business Adminstration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "Owner/ Builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contacting the Contractors' State License Board in your community or at 1020 N. Street, Sacramento; California 95814. Please complete and return the enclosed owner -builder verification form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. Very truly yours, CITY OF LA QUINTA DEPT. OF BUILDING AND SAFETY 78-495 Calle Tampico La Quinta, CA 92253 (760) 777-7012 FAX- (360) 777 ,701.1f v wnA-M,i V -1-/ fa1*t., OWNER'S SIGNM,',d''E/DATE _JrJXyiPE2 4 PROPERTY ADDRESS ay 38a9 PERMIT NUMBER(s) 3'X 8' ALUM. BOX BEAM OR YX 8' STEEL V BEAM HEADER LATTICE OVERHANG 16• 1 1/2" X 1/2' SLAB 3 SEE2 NOTTE C. i 5 ON SHEET GN02-2000. SINGLE SPAN ATTACHED LATTICE STRUCTURE THANG — 10, CITY OF LA QUINTA f�j'oti _ BUILDING & SAFETY D PAN FR ESTANDINTAMCE c /� S U TUR APPROVED p�1 110R CONSTRUCTION �Gt�a•` 1 S° DATE �.3` d BY %s POST HT. Yx 8"x 12 or 14 GA. �t STEEL C' BEAM tlf W' FOR BEAM WRAP DETAIL. ,tri •�6�I S �f DETAIL '1.18%1 � es OPT. 3 1/2* CONC. SLAB-1� FOR FOOTING SIZE--, VT'S SEE SCHEDULE l W SEE SCHEDULES• PR 'VAR1E5. TI LENGTH 75% OF PRWECTION FASCIAB MIN. LENGTH ARI L ,An 1 PROVIDE 1 1 DRAIN SEE SCHEDULE FOR _ FOOTING SIZE 'd SINGLE SPAN ATTACHED CANTILEVERED STRUCTURE VERHANG OPT. 3 1/2" CONC. SLAB -SEE NOTE O 5 ON SHEET GN02-2000. FREESTANDING STRUCTURE ATTACHED STRUCTURE TRIBUTARY WIDTH (TW) DIAGRAM OPT. 3 i/2• SLAB. • MAX. RAFTER SPAN' (CLEAR SPAN) + z. TWO OR MORE SgANS 2- X 6 1/2' OR 3- X 8- ALUM. RAFTERS O 24' O.C. ne. T � y I. jw I C�SCyFOU ,o,�Th fC fC1, i I11 I PLACE 1- 1/2. OX 6• SINGLE SPAN FREESTANDING +� STL. BAR AS SHOWN y LATTICE STRUCTURE � SEE SCHEDULE FOR FOOP,NG SIZE_ I TW Al Z 1�� F 6�` E m1 N0. 26070 r CIViI qlF OF CAO ENGINEERS STAMP OF CLEAR SPAN • Ame1'lmax Engineering Services BUIIDIlVGPRODUCTS WC 1140 All Pro Drive 1 1 I Elkhart. IN 46514 UHAWN BY: AJF ICE)O ES EVALUATION REPORT NO. ER -2621P SCALE: 13RAWING NONE OR PART ALUMAWOOD STRUCTURAL NAME CONFIGURATIONS DA : i DRAWING 3/1/2001 NUMBERT SCO2-2000 1=0 2 X 6 1/2 ALUM. RAFTERS ® 24" O.C. OR 3 X 8 COVER PANEL LATTICE: OVERHANG i 0.018' x 1 1/2" x 1 1/2" SPACPNCS _ ® 3" O.C. MINIMUM OR 2 "x 2" ® 4" O.C. MIN., SEE SCHEDULE FOR _ FOOTING SIZE 'd SINGLE SPAN ATTACHED CANTILEVERED STRUCTURE VERHANG OPT. 3 1/2" CONC. SLAB -SEE NOTE O 5 ON SHEET GN02-2000. FREESTANDING STRUCTURE ATTACHED STRUCTURE TRIBUTARY WIDTH (TW) DIAGRAM OPT. 3 i/2• SLAB. • MAX. RAFTER SPAN' (CLEAR SPAN) + z. TWO OR MORE SgANS 2- X 6 1/2' OR 3- X 8- ALUM. RAFTERS O 24' O.C. ne. T � y I. jw I C�SCyFOU ,o,�Th fC fC1, i I11 I PLACE 1- 1/2. OX 6• SINGLE SPAN FREESTANDING +� STL. BAR AS SHOWN y LATTICE STRUCTURE � SEE SCHEDULE FOR FOOP,NG SIZE_ I TW Al Z 1�� F 6�` E m1 N0. 26070 r CIViI qlF OF CAO ENGINEERS STAMP OF CLEAR SPAN • Ame1'lmax Engineering Services BUIIDIlVGPRODUCTS WC 1140 All Pro Drive 1 1 I Elkhart. IN 46514 UHAWN BY: AJF ICE)O ES EVALUATION REPORT NO. ER -2621P SCALE: 13RAWING NONE OR PART ALUMAWOOD STRUCTURAL NAME CONFIGURATIONS DA : i DRAWING 3/1/2001 NUMBERT SCO2-2000 1=0 1.0 FRE : I r , ,NG AND ATTACHED LATTICE STRUCTURES IN NORMAL WIND AREAS LIVE 1`101, ' SLAB 0.042" x 3" x8" HEADER DOUBLE 0.042" x'5" x 8" HDR DOUBLE 0.032" x 2" x 6.5" HDR 14 GA 8" STEEL C BEAM 1 12 GA 8" STEEL C BEAM TRIe LOAD WIDTHI MOUNT WIDTH MAX. MIN CONS. FOOTER SIZE MAX. MIN TER SIZ MAX. MIN S. FOOTER SIZ MAX. MIN CONS. FOOTER SIZE MAX. MIN CONS. FOOTER SIZE MAX POST POST FOOTER -d- (IN) POST POST'd' (IN) POST POST POST POST POST POST 23'-10" FOOTER 'd' (IN) FREESTANDING ATT FREESTANDING ATT 2 x 6.5 0.024 POST SPACING TYPE SPACING NFREE TYPE SPACING TYPE FREE 2 x 6.5 SPACING TYPE SPACING TYPE 20'_4" FREE FOOTER'd (IN) FTR FOOTER'd'(IN) FTR 23'-5" 25'-3" SPACING 8' STAND P�TTACH 0.024 ATTACH 10'-6" STAND ATTACH 4' ROOF HEIGHT 'd' 0.032 13'-3" 'd'PSF 16'-3" ROOF HEIGHT 6' FT FT FT 1 0.042 ON) ON) FT (IN) FT 8' pNl Oro FT 2 x 6.5 Ir IIY (IN) FT 11'-6" 1r Ia (IN) (FT) 90 MPH EXPOSURE B 12' MAXIMUM STRUCTURE HEIGHT 2 x 6.5 12' MAXIMUM STRUCTURE HEIGHT 10 4' 26'-9" 17'-5" A 30 19 23'-10" A 33 '21 16'-4" A 30 18 26'-4" A 33 n/a 21 31'-1" C 35 n/a 23 4- 5. 21'-5" . 15'-7" A 29 19 22'-0" A 32 22 14'-8" A 29 19 23'-7" C 32 n/a 22 27'-10"' C 34 n/a 24 5' 6' 17'-10" 14'-3" A 29 20 20'-1" C 31 22 13'-4" A 28 20 21'-6" C 32 n/a 23 25'-5" C 33 n/a 24 5' 7 15'-3" 13'-2" A 28 21 18'-7" C 31 23 12'-4" A 28 20 19'-11" C 31 n/a 24 23'-6" C 32 n/a 25 7' 8' 13'4" 12'-4" A 28 21 17'-5" C 30 24 11'-7" A 27 21 18'-8" C 31 n/a 24 22'-0" C 32 n/a • 25 8- 9. 11'-10" 11'-7" A 27 21 16'-5" C 30 24 10'-11" A 27 21 17'-7" C 30 n/a 25 20'-9" C 31 n/a 26 9' 10' 10'-8" 11'-0" A 27 22 15'-7" C 29 24 10'-4" A 27 21 16'-8" C 30 n/a 25 19'-8" C 31 n/a 26 10' 11' 9'-8" 10'-6" C 27 22 14'-10" C 29 25 9'-10" A 27 22 15'-11" C 29 n/a 25 18'-9" C 31 n/a 27 11' 12' 8'-11" 9'-11" C 28 22 14'-3" C 29 25 9'-5" C 28 22 15'-2" C 29 n/a 26 17'-11" C 30 n/a 27 12' 13' 8'-2" 9'-2" C 28 22 13'-8" C 28 26 9'-1" C 28 22 14'-7" C 29 n/a 26 17'-3" C 30 n/a 28 13' 14' 7'-7" 8'-6" C 29 22 13'.2" C 29 26 8'-9" C 29 23 14'-1" C 29 n/a 26 16'-7" C 30 n/a 28 14' 15' 7'-1" 7'-11" C 29 22 12'-8" C 29 26 8'-5" C 29 23 13'-7" C 29 n/a 27 16'.0" C 30 n/a 28 15' 16' 6'-8" T.5" C 30 22 12'4" C 30 26 7'-11" C 30 23 13'-2" C 30 n/a 27 15'-6" C 30 n/a 29 16' 17' 6'-3" 7'-0" C 30 22 11'-11" C 30 27 7'-5" C 30 23 12'-9" C 30 n/a 27 15'-1" C 30 n/a 29 17' 18' 5'-11" 6'-7" C 30 22 11'-7" C 30 27 7'-0" C 30 23 12'-5" C 30 n/a 28 14'-8" D 30 n/a 29 18' 19' 5'-7" 6'-3" C 31 22 11'-3" C 31 27 6'-8" C 31 23 12'-1" C 31 n/a 28 14'-3" D 31 n/a 29 19' 20' 5'-4" 5'-11" C 31 22 11'-0" C 31 27 6'-4" C 31 23 11'-9" C 31 n/a 28 13'-11" D 31 n/a 30 20' 21' 5'-1" 5'-8" C 32 22 10'-9" C 32 28 6'-0" C 32 23 11'-6" C 32 n/a 28 13'-7" D 32 n/a 30 21' 22' 1 4'-10" 5'-5" C 1 32 1 22 1 10'-6" C 1 32 1 28 1 5'-9" C 1 32 1 23 11'-3" 1 C 32 1 n/a 29 1 13'-3" L D 32 1 n/a 30 22' 110 MPH EXPOSURE B 10 4' 26'-9" 14'-1" A 32 18 20'-0" A 34 20 13'-3" A 31 18 21'-5" A 35 n/a 21 25'-3" A 36 n/a 22 4- 5. 21'-5" 12'-7" A 31 19 17'-10" A 34 21 11'-10" A . 30 18 19'-1" A 34 n/a 21 22'-7" B 35 n/a 23 5' 6' 17'-10" 11'-6" A 30 19 16'-4" A 33 22 10'-10" A 30 19 17'-5" A 33 n/a 22 20'-7" C 35 n/a 23 5' 7' 15'-3" 10'-8" A 30 20 15'-1" A 32 22 10'-0" A 29 19 16'-2" B 33 n/a 23 19'-1" C 34 n/a 24 7' 8' 13'-4" 9'-9" A 29 20 14'-1" B 32 23 9'-4" A 29 20 15'-1" C 32 n/a 23 17'-10" C 33 n/a 25 8- 91 11'-10" 8'-8" A 28 20 13'-4" C 31 23 8'-10" A 28 20 14'-3" C 32 n/a 24 16-10" C 33 n/a 25 9' 10' 10'-8" 7'-10" A 29 20 12'-7" C 31 24 8'-4" A 29 21 13'-6" C 31 n/a 24 15'-11" C 33 n/a 25 10' 11' 9'-8" 7'-1" A 30 20 12'-0" C 30 24 7'-6" A 30 21 12'-11" C 31 n/a 24 15'-2" C 32 n/a 26 11' 12' 8'-11" 6'-6" A 30 20 11'-6" C 30 24 6'-11" A 30 21 12'4" C 31 n/a 25 14'-7" C 32 n/a 26 12' 13' 8'-2" 6'-0" A 31 20 11'-1" C 31 25 6'.4" A 31 21 11'-10" C 31 n/a 25 14'-0" C 32 n/a 27 13' 14' 7'-7" 5'-7" A 32 20 10'-8" C 32 25 5'-11" A 32 21 11'-5" C 32 n/a 25 13'-6" C 32 n/a 27 14' 15' 7'-1" 5'-2" A 32 20 10'-4" C 32 25 5'-6" A 32 21 11'4" C 32 n/a 26 13'-0" C 32 n/a 27 15' 16' 6'-8" 4'-10" A 33 20 9'-9" C 33 25 5'-2" A 33 21 10'-8" C 33 n/a 26 12'-7" C 33 n/a 28 16' 17' 6'-3" 4'-7" A 33 20 9'-2" C 33 25 4'-10" A 33 21 10'4" C 33 n/a 26 12'-3" C 33 n/a 28 17' 18' 5'-11" 4'-4" A 34 20 8'-8" C 34 25 4'-7" A 34 21 10'-1" C 34 n/a 27 11'-10" C 34 n/a 28 18' 19' 5'-7" 4'-1" A 34 20 8'-3" C 34 25 4'-4" A 34 21 9'-9" C 34 n/a 27 11'-7" C 34 n/a 28 19' 20' 5'4" 3'-11" A 34 20 T-10" C 34 25 4'-2" A 34 21 9'-6" C 34 n/a 27 11'-3" C 34 n/a 29 20' 21' 5'-1" 3'-8" A 35 20 T-5" C 35 25 3'-11" A 35 21 9'-4" C 35 n/a 27 11'-0" C 35 n/a 29 21' 22' 4'-10" 3'-6" A 35 20 T-1" C 35 25 3'-9" A 35 21 9'-1" 1 C 35 n/a 1 27 1 10'-9" C 35 n/a 29 22' 12' MAXIMUM STRUCTURE HEIGHT 18' MAXIMUM STRUCTURE HEIGHT 20 4' 14'-5" 13'-3" A 31 18 18'-10" C 34 20 12'-6" A 31 17 21'-5" C 35 39 21 25'-3" C 36 40 22 4' 5' 11'-6" I V-11" C 30 18 16-10" C 33 21 1 1'-2" A 30 18 19'-1" C 34 38 21 22'-7" C 35 39 23 5' 6' 9'-7" 10'-10" C 30 19 15'-4" C 32 21 10'-2" C 29 19 17'-5" C 33 37 22 20'-7" C 35 38 23 6' 7' 8'-2" 10'-0" C 29 19 14'-3" C 32 22 9'-5" C 29 19 16'-2" C 33 36 23 19'-1" C 34 38 24 7' 8' 7'-2" 9'-5" C 29 20 13'-3" C 31 22 8'-10" C 28 19 15'-1" C 32 36 23 17'-10" D 33 37 25 8' 9' 6'-4" 8'-8`' C 28 20 12'-6" C 31 23 8'-4" C 28 20 14'-3" C 32 35 24 16-10" D 33 36 25 9' 10' T-9" 7'-10" C 29 20 11'-11" C 30 23 7'-11" C 29 20 13'-6" D 31 35 24 15'-11" D 33 36 25 10' 11' T-2" 7'-1" C 30 20 11'-4" C 30 23 7'-6" C 30 20 12'-11" D 31 34 24 15'-2" D 32 36 26 11' 12' 4'-9" 6'-6" C 30 20 10'-10" C 30 24 6'-11" C 30 21 12'-4" O 31 34 25 14'-7" D 32 35 26 12' 13' 4'-5" 5'-0" C 31 20 10'-5" D 31 24 6'-4" C 31 21 11'-10" D 31 34 25 14'-0" D 32 35 27 13' 14' 4'-1" 5'-7" C 32 20 10'-0" D 32 24 5'-11" C 32 21 11'-5" D 32 35 25 13'-6" E 32 35 27 14' 15' 3'-10" 5'-2" C 32 20 9'-8" D 32 25 5'-6" C 32 21 11'-0" D 32 35 26 13'-0" E 32 35 27 15' 16' 3'-7" 4'-10" C 33 20 9'-5" O 33 25 5'-2" C 33 21 10'-8" D 33 36 26 12'-7". E 33 36J22: 17' T-4" 4'-7" C 33 20 9'-1" D 33 25 4'-10" C 33 21 10'-4" 0 33 37 26 12'-3" E 33 37 18' 3'-2" 4'-4" C 34 20 8'-8" D 34 25 4'-7" C 34 21 10'-1" D 34 37 27 11'-10" E 34 37 19' T-0" 4'-1" C 34 20 8'-3" D 34 25 4'-4" C 34 21 9'-9" E 34 38 27 11'-7" E 34 38 20' 2'-10" T-11" C 34 20 T.10" D 34 25 4'-2" C 34 21 9'-6" E 34 38 27 11'-3" E 34 38 21' 2'-8" T-8" C 35 20 7'-5" D 35 25 3'-11" C 35 21 9'-4" E 35 39 27 11'-0" E 35 3922' 2'-7" 3'-6" C 35 20 7'-1" D 35 25 3'-9" C 35 21 9'-1" E 35 39 27 10'-9" E 35 39 RAFTER CLEARSPANS FOR nIFFFRFNT RAFTER Icer Inlr_c LIVE WIND RAFTER METAL RAFTER SPACINGS' MAX LOAD SPEED TYPE GAGE I 24" o/c 20" OIC 16" o/c 12" o/C OVER PSF(mo h IN IN FT FT F7 FT HANG 12' MAXIMUM STRUCTURE HEIGHT 10 90 exp B 2 x 6.5 0.024 12'-3" 13'-5" 15'-1" 17'-5" 6' 2 x 6.5 0.032 16'-4" 17'-11" 19'-11" 21'-11" 6' 3 x 8 0.042 23'-10" 25'-4" 27'-3" n/a 8' 90 exp C 2 x 6.5 0.024 10'-6" 11'-11" 13'-4" 15'-5" 5' 2 x 6.5 0.032 14'-6" 15'-11" 17'-9" 20'_4" 6' 3 x 8 0.042 21'-10" 23'-5" 25'-3" n/a 8' 110 exp B 2 x 6.5 0.024 879" 10'-6" 12'-2" 14'-1" 4' 2 x 6.5 0.032 13'-3" 14'-7" 16'-3" 18'-9" 6' 3 x 8 1 0.042 1 20' 21'-11" 23'-10" n/a 8' 18' MAXIMUM STRUCTURE HEIGHT 20 90 exp C 2 x 6.5 0.024 9'-4" 10'-3" 11'-6" 13'-3" 4' 2 x 6.5 0.032 12'-6" 13'-8" 15'-4" 17'-8" 6' 3x8- 0.042 18'-10" 20'-7" 23'-1" n/a 8- 110 exp B 2 x 6.5 0.024 8'-9" 10'-3" 11'-6" 13'-3" 4' 2 x 6.5 0.032 12'-6" 13'-8" 15'4" 17'-8" 6' 3 x 8 0.042 18'-10" 20'-7" 23'-1" n/a 8' 110 exp C 2 x 6.5 0.024 6'-11" 8'-4" 10'-5" 12'-6" -3- 2 x 6.5 0.032 11'_9•, 12'_11" 14'_5•• 16•_8" 5' 3 x 8 0.042 17'-9" 19'-5" 21'-9" n/a 8' 25 90 exp C 2 x 6.5 0.024 8'-4" 9'-2" 10'-3" 11'-11" 4' 2 x 6.5 0.032 11'-2" 12'-3" 13'-9" 15'-10" 5' 3 x 8 0.042 16-10" 18'-6" 20' 8" n/a 8' 110 exp B 2 x 5.5 0.024 8'-4" 9'-2" 10'-3" 1V-11" 4' 2 x 6.5 0.032 11'-2" 12'-3" 13'-9" 15'-10" 5' 3 x 8 0.042 16-10" 18'-6" 20'-8" n/a 8' 110 exp C 2 x 6.5 0.024 6'-11" 8'-4" 10'-T' 11'-11" T- 2 x 6.5 0.032 11'-2" 12'-3" 13'-9" 15'-10" 5' 3 x 8 0.042 16'-10" 18'-6" 1 20'-8" n/a 8' 130 exp B 2 x 6.5 0.024 6'-2" 7'-5" 9'-4" 11'-10" 3' 2 x 6.5 0.032 11'-2" 12'-3" IT -8- 15'-10" 5' 3 x 8 0.042 16'-10" 18'-5" 20'-7" n/a 8' 30 110 exp C 2 x 6.5 0.024 6'-11" 8'-4" 9'-5" 10'-10" 3' 2 x 6.5 0.032 10'-3" 11'-3" 12'-7" 14'-6" 5' 3 x 8 0.042 15'-5" 16'-11" 18'-11" n/a 7' 130 exp B 2 x 6.5 0.024 6'-2" 7'-5" 9'-4" 10'-10" 3' 2 x 6.5 0.032 11•_2" 11•_3•• 12._7•• 14._6" 5' 3 x 8 0.042 15-5" 16'-11" 18'-11" n/a 7- 130 exp C 2 x 6.5 0.024 4'-11" 5'-11" 7'-4" 9'-10" 2' 2 x 6.5 0.032 9'_11 10•_11" 12'_2'• 14•_1" 4' 3 x 8 0.042 15' 16'-5" 18'-4" n/a 7- 150 exp B 2 x 6.5 0.024 4'-7" 5'-7" 6'-11" 9'-3" 2' 2 x 6.5 0.032 9'-8" 10'-7" 11'-10" 13'-8" 4' 3 x 8 0.042 14'-6" 15'-11" 16'-5" 1 n/a 7- 40 130 exp C 2 x 6.5 0.024 4'-11" 5'-11" 7'-4" 9'-5" 2- 2 x 6.5 0.032 8•_11" 9'-9" 101_11" 12•_7" 4- 3 x 8 0.042 13'-4" 14'-8" 16'-5" n/a 6' 150 exp C 2 x 6.5 0.024 T-8" 4'-5" 5'-6" 7'-4" 1' 2 x 6.5 0.032 8'-7" 9'-5" 10'_6" 12•_2.• 4' 3 x 8 0.042 12'-11" 14'-2" 15'-10" n/a 6' 60 3'6" 4'-2" --11" 5'-3" 7' I. 1' �150�.5�O024 7'-3" 7 8'-11" 10.3" S1101-1 1" 12' 13'-5" n/a 5' I TABLE 1.2j R&A9661LE LISTED RAFTER SPACING N0. 26070 K�/+P j lc �Ifl OOf 51 y V' A REESIANDING AND ATTACHED LAITICE IRLICILIRES IN NORMAL VIN(! &REAS