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13-490-020PRE-FABRICATED WOOD 1. SHALL BE DESIGNED AND FABRICATED IN ACCORDANCE EDITION. TO BE i FOLLOWING THE GUIDELINES PUBLICATION BCSI 81-11. SUBMIT LAYOUT PLAN AND INDIVIDUAL DRAWINGS FOR EACH DIFFERENT SIGNED AND SEALED BY A FLORIDA REGISTERED PROFESSIONAL . FOR APPROVAL STRUCTURAL ENGINEER O. TO FABRICATION. 2. - • . r E J" PLYWOOD SHEATHING OVER SPACED AS SHOWN ON .ir CLASSIFICATION SHALL BE "C" OR BETTER AND THE EXPOSURE SHALL BE EXTERIOR. INSTALL PANELS STRENGTH r s r TO 3. NAILING REQUIREMENTS: NAIL TYPES: RING SHANK NAIL SIZE: :. NAILS NAIL SPACING: 4" O.C. AT PANEL EDGES; ELSEWHERE . RX INDICATES i.i CONNECTOR. SCHEDULE. TYPICAL WOOD NAILING (ALL NAILS ARE FACE NAILS i 1. WHERE BEAMS OR COLUMNS FORMED OF TWO OR MORE r FASTENED TOGETHER OF i' l A BUILDING CODE. 2. BUILT-UP BEAMS: . 0 TOP & : . STAGGERED; c ENDS •.i 2x6 MEMBERS SHALL BE PRESSURE SOUTHERN PINE NO. 2 GRADE .1 r U.N.O. mim - -ry ra . wt n..r r .. r. . r DL - . .i: LB REACTION: LL .i. LB NET UPLIFT REACTION: ..i LB B -2 _W �n Z W N 1 f LLJ LLj m a a< W J m DL REACTION: 2,494 LB I a m LL REACTION: 2,494 LB ( ( � - �NEET. UPLIFT REACTION: .3,864 LB ®DL REACTION: 386 LB I r TB -1 LL REACTION:. 386 LB I I 2 DL REACTION: 830 LB NET UPLIFT REACTION: 679 LB I I II LL REACTION• 830 LB ODL REACTION: LL REACTION: REACTION: NET UPLIFT ' LB m 11 DL - • r LB LL REACTION: i LB .. NET UPLIFT REACTION: 1, 24 LB= II II NET UPLIFT REACTION: 1,881 I LB II II ►I C mi I II TB -1 I I I II W � II w 17 II I uj Z _ I — °mow I I II z I I Z W C I W I� II i I Q II i1 1 W CA J II m I I J ( I I II_R a , o — II — II m m TB -1 3W I II 12" � I mlI ao I a -m I I 4" TB -1 I i'I I Ica a a U- U II cn cn I I ' II F `'' -• I PREFAB2 WD TRUSS GIRDER (BY DELEGATED ENGINEER) I Ila 1 4" 3 I 1 3 I i 11 DL - • r LB LL REACTION: i LB .. NET UPLIFT REACTION: 1, 24 LB= 2' -0" 1 ® \--PREFAB WD JACK TRUSS (TYP.) 0 24" (BY DELEGATED ENGINEER) (TYP.) II II ►I C mi I II TB -1 I I I II II I1 � I II I � I — °mow I I - ca C II i I II CA 77 II I I II_R a — II — II TB -1 3W I mlI -m TB -1 I i'I I F3 a a U- U `'' I PREFAB2 WD TRUSS GIRDER (BY DELEGATED ENGINEER) I 1 4" 3 4" I i 12" 4" ® ® II II FREFAB Z ( II W PREFAB WD TRUSS C GIRDER (BY DELEGATED ENGINEER) I I LAJ ELE( ® — — I WII 1 1 B -2 a: _ x -- cv 00 I C 12" m ~ 2x6 I I I I (2) 2x6 (TYP.) I 14 — — 0 m N 4n M N B -1 w II I 2' -0" 1 ® \--PREFAB WD JACK TRUSS (TYP.) 0 24" (BY DELEGATED ENGINEER) (TYP.) A, i ©DL REACTION: 2,635 LB REACTION: LL REACTION: 2,635 LB NET UPLIFT ❑7 11 O t � tV DL REACTION: 182 LB r x LL REACTION: 182 LB NET UPLIFT REACTION: 772 LB a: r 0 t 00 -fl O 568 LB LL REACTION: ..: LB REACTION: NET UPLIFT •.. LB r � c r r •. i SHEATHING TO NOTE IML ©i • :: LB LL REACTION: :: LB NET UPLIFT REACTION: 2,582 LB 'r r r . • ..cc ... �K� 2 0. '... m. tIW J d N m rn ��,^ evN K �"'A�z to , w ,r „ a •C;.'Z_vn W r Q) Q 4n'a,r. C t m 3 0.. r ui �+ Z 921", .lfftsvmL l ' *: we": II II ►I C mi I II I1 � I II I � � I 1( C II II II TB -1 II II U `'' I C • 3 I Z II LAJ WII a 12" � I 14 m w II I Oil V M _ M II m DL REACTION: 6,515 LB I I I • ti II LL REACTION: 6,515 LB H NET UPLIFT REACTION: 9,030 LB CL I I L "v ALL DL REACTION: 695 LB (I DELEGATED ENGINEER NOT, i I REACTION: 695 LB NET UPLIFT REACTION: 1,221 LB I PROVIDE MIN. (2) 2x8 I BOTTOM CHORD T ®1 I I Im I ❑1 DL REACTION: 507 LB I I t m I 1 1'" LL REACTION: 507 LB LL_ — NET UPLIFT REACTION: 1,096 LB PRE AB WD TRUSS GIRDER (BY DELEGATE ENGINEER ) , I I — I -- -- C i -1- 4 :� m I a DL I ( ► T' REACTION: 550 LB D TRUSS GIRDER NET UPLIFT REACTION: 1,185 LB i I II ;"A ED ENGINEER} 1 ivL — IC 11 ° Z -- — — co -- � t — TB 1 A, i ©DL REACTION: 2,635 LB REACTION: LL REACTION: 2,635 LB NET UPLIFT ❑7 11 O t � tV DL REACTION: 182 LB r x LL REACTION: 182 LB NET UPLIFT REACTION: 772 LB a: r 0 t 00 -fl O 568 LB LL REACTION: ..: LB REACTION: NET UPLIFT •.. LB r � c r r •. i SHEATHING TO NOTE IML ©i • :: LB LL REACTION: :: LB NET UPLIFT REACTION: 2,582 LB 'r r r . • ..cc ... �K� 2 0. '... m. tIW J d N m rn ��,^ evN K �"'A�z to , w ,r „ a •C;.'Z_vn W r Q) Q 4n'a,r. C t m 3 0.. r ui �+ Z 921", .lfftsvmL l ' *: we":