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11 <br />L01. ING <br />A 410 D 241 <br />8 579 E 241 <br />C 579 <br />NOTE: STRESSES BASED ON MAX <br />A-B -3507 <br />B-C -3050 <br />SPAN <br />MAX <br />SPNNS <br />GRADE 12X <br />4 <br />TC <br />2X 4 <br />8C <br />2400E-2.OE <br />36'-IOU <br />36'-10" <br />240OF-1.BE <br />36'- <br />2" <br />36'-10" <br />210OF-1.BE <br />34'-10" <br />36 -- <br />2" <br />210OF-1.BE <br />34'-10" 136'-10" <br />1650E-1.5E <br />31'- <br />4" <br />31'- <br />5" <br />150OF-1.4E <br />30'- <br />1" <br />29'- <br />3" <br />145OF-1.3E <br />29'- <br />2" <br />27'-10" <br />JOF-1.2E <br />26'-10" <br />23'- <br />8" <br />SST. OF <br />33'- <br />0" <br />35'- <br />9" <br />NO.1 OF <br />31'- <br />5" <br />32'- <br />4" <br />NO.2 OF <br />28'- <br />6" <br />281- <br />5" <br />CON. OF <br />25'-11" <br />23'- <br />1" <br />SST. HF <br />301- <br />1" <br />31'- <br />0- <br />NO.1 HF _. <br />'- <br />1" <br />7'-10" <br />NO.2 HF <br />25'- <br />5" <br />0 - <br />0" <br />NO.2 HF <br />25'- <br />6" <br />124'- <br />5" <br />RLBERT H. GALEK <br />_ FGISTERED PROFESSIONAL ENGINEER [CIVIL <br />CALIFORNIA 18175 OREGON 9846 <br />WASHINGTON 17270 NEVRDR 4723 <br />NEW MEXICO 6661 IDAHO 3552 <br />:OLORAOO 15SO6 UTNH 4799 <br />NTOMING 2640 TEXAS 43870 <br />MONTANR 5438E <br />12/16 OPTIONAL CAMBER UNLESS NOTED <br />DIMENSIONS GIVEN AS FT-IN-16 <br />FORCES <br />A-D 3327 B-D <br />0-E 2218 O-C <br />C-E <br />S <br />-614 <br />955 <br />955 <br />CT IONS CLEAR SPAN <br />A -1519 TC (LIVE) = 25.0 PSF <br />TC IDERDI = 7.0 PSF <br />BC = 10.0 PSF <br />SPACING = 21;.0 " <br />CST = 15.0 <br />cgWEB= 2 X 4 STUD OR STD. HF, <br />•� Via,; y `e. 6F OR S-P-F EXCEPT <br />AS MAT BE NOTED. <br />PLATES DESIGNED FOR S-P-F. MF OR OFL LUMBER <br />o cv T11 a'CPIti <br />t^• pie;' P. 0. � �!`c 4FAV E <br />F.•. CISTE �\ " wwdInvf9Q . WeRl ngt� lwx <br />010NAL V�� <br />9-4-6 <br />38 <br />TO <br />36'-10" <br />2.59 <br />TO <br />34'- <br />8" <br />37 <br />TO <br />32'- <br />5" <br />2.58 <br />TO <br />30'-10" <br />—3-6_TO <br />27' <br />9-0-8 <br />L/16 + <br />13- N_0�-P <br />54 SPL .54 <br />8 <br />SYMMETRICAL AT f; <br />EXCEPT AS SHORN •� <br />4 TO 34'- ©"_� <br />34 NO SP 3q T 0-3 (L710 <br />56 SPL54 TO 32"- 6 <br />• i C7`12`= <br />36-10- <br />y" <br />x <br />54 <br />SHOWS MINIMUM LUMBER AND PLATE SIZES TO MEET STRUCTURAL CODES: ICBO 2878. HUD 42.001 OR L.R. HM 23U2/. PACED SYMMETRICAL <br />�J•' ' <br />FRB�CRI[HTIDty CONFORM TO UBC STANDARD 25.1738 AND DETAILS SHORN. ALL JOINTS TIGHT FITTING ONO PLATES LIt <br />ABOUT JOINT UNLESS DIMENSIONED. LU.UUN BRACING, BY ERECTOR. SUGGEST PROFESSIONAL ADVICE. 811ON:tNO BRACING: NOTED ON �%P <br />PLAN AS REO'p. QEB.HANFNT ARACING, BY SLOG. ENGINEER INCLUDING DUCKLING BRACE SUPPORTS. GENERAL [DNTRTILlflB FURNISH TH' IS <br />TS <br />PLAN TO BUILDING ENGINEER FOR REVIEW. RESPONSIBILITY: THIS DESIGN FOR TRU55 FABRICATION ONLY. XRNAX. XRNRX ENGINEERS OR <br />TRUSS FABRICATOR NOT RESPONSIBLE FOR JOB CONSTRUCTION. BUILDING DESIGN, TRU55 ERECTION. ROOF SYSTEM OR ANY RELATED SYSTEM. ' <br />REVIEWED FOR TP178 DATE) 6/11/81 DRAWING NUMBER: 45901 ^ x <br />xANAX INDUSTRIES NATIONAL CORPORATE OFFICE 5690 SCHAEFER AVE ,CHINO CA 91710 714-627-7411 X N <br />