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12 <br />V <br />0 <br />HEEL STUDDED <br />ADD' l.__ 2 1/4' FOR <br />PLYWOOD & RIBBONS <br />TYPICAL,. MALL SECTION <br />FOR HEELS NGT' S GREATER THEN 2' -0" ) <br />10 1120 <br />TYPICAL WALL SECTION <br />FLOOR FRAMING <br />LEFT ELEVATION <br />51M�'S0N <br />TRUSS <br />T'r'PE <br />JOINT <br />LOCATION <br />UPLIFT <br />(LSS) <br />CONNECTION <br />QTY, <br />CONN. <br />CAPACITY <br />FASTENERS** <br />PER CONN. <br />A3C <br />LEFT <br />1023 <br />H10 <br />2 <br />1-100 <br />32-Sd X 0/2' <br />RIGHT <br />1023 <br />H10 <br />2 <br />1100 <br />32-Sd X 11i2' <br />NOTE: ALL OTHER TRU55 PRG. CONNECTIONS ARE SIMPSON META20 OR EQUAL <br />FOR MASONRY: SIMP50N H10 1=61R, FRAME: 4 HU526 FOR HUNG TRUSSES <br />ON GIRDERS UNLESS OTHERWISE NOTED. <br />THESE TRUSS UPLIFT VALUES ARE LESS THAN CONNECTION CAPACITY. <br />MASONRY <br />META20 <br />1 <br />1500 <br />14-10d X 11i2' <br />T€MSER <br />H10 <br />1 <br />650 <br />Uo-Sd X 1'/2' <br />HUNG <br />HU526 <br />1 <br />128& <br />20-106 x 3' <br />u5p <br />TRUSS <br />TYPE <br />JOINT <br />LOCATION <br />T <br />UPL5L'5'=) <br />JCONNECTIONJ <br />QTY.GAE'ACITY <br />CONN_FASTENERS** <br />PER CONK. <br />NOTE- ALL OTHER TRUSS BRG. CONNECTIONS ARE USP HTA20-18 OR EQUAL <br />FOR MASONRY: U51" HC10 FOR FRAME: 4 THD26 FOR HUNG TRUSSES <br />ON GIRDERS UNLE55 OTHERW16E NOTED. <br />THESE TRU58 UPLIFT VALUES ARE LESS THAN CONNECTION CAPACITY. <br />MASONRY <br />HTA20-18 <br />1 <br />1500 <br />14-106 X 11/2 " <br />TIMBER <br />3-IC10 <br />1 <br />10915 <br />18-ad X 11/2 <br />HUNG <br />THD2,9, <br />1 1 <br />1 1520 <br />18-11rod x 31/2 <br />* Double connectors to be placed diagonally to each other. <br />** Do not drive nails through the truss plate on the opposite side of the truss <br />which could force the plate off the truss_ <br />*** Mounted vertically <br />tt <br />_o <br />N <br />0 <br />0 <br />l2L-011 <br />5' -0" <br />551,81 I 5FAN <br />ROOF IFRQMM` PLAN D, Eg IF <br />1 /4" = 1'-0„ <br />r � Al <br />LATEST DATE <br />0 <br />l2L-011 <br />5' -0" <br />551,81 I 5FAN <br />ROOF IFRQMM` PLAN D, Eg IF <br />1 /4" = 1'-0„ <br />r � Al <br />LATEST DATE <br />IN PROCESS <br />REVISION DATE <br />DESCRIPTION <br />09/24/03 <br />03/27/03 <br />DCO #22-8 <br />2X4 STICK LUMBM <br />24" OAX .0 M <br />IN LINE WrH JACKS <br />16d GUN NAU <br />DROPPED FLAT TOPS <br />OF HIPS FOR FRAMING <br />(GIRDER NOT DROPPED> <br />ROOF FRAMING NOTES: <br />I. SEE SHEET 53.1 FOR SHNGLE INFORMATION <br />AND INSTALLATION INSTRUCTIONS <br />Q SAMUEL ,4. GREENBEWS, PE_ "3+4243 <br />❑ THUY H. Hii`I'N+-I, f-.E. *&0122 <br />❑ IRWIN J_ 13EN50N, PE. #_49"f5& <br />D ALI AeeA5 WAKIM, 1= S. *5,9,186 <br />TO THE BEST OF TIE EN KER°6 WAS)GE AND MLIE, TFE <br />6TR,iCi WL " St ECIFICATIft C01PLY UT4 114E <br />kMA EI1€I.DMCx CODE, SECTION 1606 FOR DO M.PA 3 SECOND <br />OT, E3Fc)NRE S' UM ZOW (2W EDITIOW. <br />N16 DUN AND DE66416 YA JI) FOR 12 MM45 AFT T4E <br />DATE 15 Slt *D 90 SEALED. <br />S&ED AND SEALED FOR T€E STR rRFAl. POR 0 OF THIS <br />DR41ft ONI.T. <br />U 3 <br />c <br />40 <br />'8 I <br />oa' <br />Ul <br />X <br />0 , <br />cn <br />�yI <br />t <br />t <br />w <br />Z <br />JD <br />V <br />n V t <br />x <br />s <br />07 <br />®a <br />C' <br />m <br />�V <br />E <br />Q08 <br />l <br />Q� <br />9 <br />® <br />��jj <br />gj3 <br />a <br />d <br />�B <br />O O <br />a <br />gpA <br />9 <br />DATE <br />SCALE <br />A N®TfF=D <br />DRAWN BY <br />AUTOCAD FILE NAME <br />1771 — <br />ENGINEER OF RECORD <br />Ei GUNEERING, Pvf . <br />SHEET DESCRIPTION : 1 <br />ELEVATIONS ,E,F <br />ROOF FRAMING 1 <br />PLAN <br />1y <br />II Il C i,.l :i I 1 _ i <br />