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HomeMy WebLinkAboutX TR LAYOUT_SIGNED I63-I/4" NOTICE v W W W W v v Field Bracing is not the responsibility of the truss fabricator, truss designer, nor plate manufacturer. Persons erecting trusses are cautioned to seek professional advice regarding erection bracing which is always required 12'a-1/2" O m GJ GJ5 to prevent toppling and dominoing during erection, and o permanent bracing which may be required In specific /Y vA 0 m �r >n r W W — W applications. Trusses shall be erected and fastened in a _ _ _ _ __ _ Ix _ _ _ 1Z E2 straight and plumb position. When no sheathing is applied ,S, m -1 -1 -7 2 FL` directly to the top chords, they shall be braced at 24" o.c. N J3 F EI max. Where no rigid ceiling is applied directly to the m 2' IL 2' L 2' IL 2' L 2' � 2' bottom chords, they shall be braced at 6-0" o.c. max. --7 �N — J42 I 24" DEEP I E3 - Trusses shall be handled with reasonable care during GJ 0 = RECESS o erection to prevent excessive damage or personal injury. 4- v E4 O CA - N See Engineering for connections, nailing schedules, etc. GJ5 — — � - U- N E5 NOTE: Labeling trusses is a service, not a requirement. a = GJ3 EJ7 LLI N N p N m Engineered drawings supercede labeling of trusses. It is the responsibility of the builder to utilize engineered m A2 `-" HI m � s wh en hen erecting trusses. il'-1" COFFER .GLG _ dj m Oo GJ�A m g 9 m A2 _ — 'QV- Girder truss to girder truss connections which exceed the capacity of a standard hanger or truss to wall _� MV — p y g A2 J connections are the responsibility of the builder. 13101-I" FL 10'-I" FLAT G FL . GJ3 GENERAL NOTES A2 I. 31'4 Ila" 0 } JI 1. TRUSSES SPACED 24" ON CENTER, U.O.N. 'S , J L J L J L J L J L W171 v �E �INO I EOEND 2 ALL WALL, BEAM GOLUMN MOUNTED L TRUSS HANGERS BY BUILDER N r N } F �� GJ3 v> 3. SOME DOWN FRAMING BY BUILDER. - - — 2 PLC m 14 3-I/4 v v v 2 8 10'-I _ 4. SOME VALLEY FRAMING BY BUILDER. — — — — — A20 " 5. BOT.= BOTTOM OF TRUSS FROM ELEV. 0'-0" GJ 21'3-3/8" — — — — — — 5'O-I/2" N 15'4-I/4" 'SV/ 12 -I La (] (] l7 Q Alq ® 131--1" NOTICE: PLEASE CONTACT F.Q.T. PRIOR TO ANY 12'-I" FLAT GLG 208 ALTERATION OF TRUSSES PROVIDED BY US. " — II ® 1B1-I" F.Q.T. WILL NOT BE RESPONSIBLE FOR ANY m 1 4 I TRUSS OUT OR ALTERED WITHOUT PRIOR A18 O WRITTEN AUTHORIZATION EJ7 12'-I" FLAT GL6 6 HANOER LEOEND ® 18 -I 5' 2' 2' A17 La �Q * ALL 2x HANCER5 5HOWN ARE ITW AHU26 UNLESS DESIGN CRITERIA: A50E 7/10 WIND SPEED: 170 MPH 6 cV L0 — ,�.� NOTED OTHERWISE. EJ7 — W v * ALL 4x 5Y542 HANGER5 SHOWN ARE AHU46 UNLF-55 BUILDING TYPE: ENCLOSED EXPOSURE: G I. I v AI6 NOTED OTHERWISE. RISK CATEGORY: II - w cr * TRU55 INSTALLER 15 RESPONSIBLE FOR IN5TALLING OFFER'.GLG _ EJ7 v _ x ® SPECIFIED HANGER FOR TRU55 TO TRUSS CONNECTION N A15 N T W HANGERS UNRESS NI01TED1 ON HERWISE APPROVED TRU55 ANCHOR BY BUILDER r r EJ7 - GOOF LOf�DS FLOOR LOADS } } } HEEL HEIGHT = 2x6 NOM. TGLL: 30 TGLL: EJ7 = A14 N AHU26 35 AHU46 .t - Y I � CJ3D — TGDL: 15 TGDL: 'n N } N } 12 O �` © AHU28 2 5� SSR26 BGLL: WAMENT BGLL: EJ7 m — BGDL: 10 BGDL: EJ5D TOTAL: ss TOTAL: JAI 21 s� © AHU26-2 I SL SSL26 — _ LE 1.25 ALLOO IW-RESELE EJ7 _ AI. I5'-11 EJ5D m OD AHU28-2 — � SSR46 — � DEFLECTION 360/240 DEFLECTION 13. 1 5'10-7/ 14'4 3/8" } FLAT LG EJ5D OU526-2T _ SL46 f COFF R C 0 A 2 FL S — GJ5 m — Alli 7 6 O AOU528-2T I MM MSR26-2 — WIMMNI MINN, m N } O AOU526-3TK V \� 2) 2x L D ER Al w ri GJ I D cv H AOU528-3T — H2 TH002 — �j. 12-I FLATGLC �y X ® 9) Q Q E�l ~ A 0 STH422 H3 THOQ3 TRUSS END DETAIL Ov v v \ v v CONNECTION J 21 A3 Sd 0 BY OTHERS :FLO 11�' t D A v � fUALITY TRUSS 52'1-1/I6" - N A4 p 24'8-7/8" 2 A5 12'-1" FLAT GLG 5 TEL: 954 1 9 7 5 - 3 3 8 4 EJ 27'I°-, ry 4'2-5/8" ,, , FAX : (954) 9 7 8 - 8 9 8 0 � A7 - 3635 PARK CENTRAL BLVD EJ7 12'-I" Q- GJ3 cA BRG. POINT POMPANO BEACH , FL. 33064 Aa EJ7 16'I 5'4 s O EJ5 GJ3 12'-I" FLAT GLG 4'11" m SHOP DRAWING APPROVAL_ m AclJ J m r \ -- — — — — 4' 115" GJ5 �O \ A26 J L A32 JS O EJ7 �o r J7 THIS DRAWING IS THE SOLE SOURCE FOR `3 I `r m } L J7 FABRICATION OF TRUSSES AND VOIDS ALL cn N r / �`�7 A33 J L - r , r , r PREVIOUS ARCHITECTURAL OR OTHER LAYOUTS. N EJ7 — — — — `'/�� ry a� / ry — N J 701 2 PLY — — — MV GJ3 APPROVAL OF THIS LAYOUT IS NECESSARY L �O / A28 J L - BEFORE ANY WORK CAN BE DONE. PLEASE EJ7 - \ - v VERIFY AND/OR INDICATE TRUSS PLACEMENT, r 27'7-15/16" _ r _ 26'q-3/8" — MV GJ5 DIRECTIONS /DIMENSIONS BEARING CONDITIONS, , EJ7 A2q -1 F _ A55 W Q 0 Z _ PITCHES, SHAPES, OVERHANGS. CHIMNEY, v �� ���j \ / N N 10'-I" FLAT GLG N wow Q 4 EJ7 CUPOLA LOADS AND CONNECTIONS SHALL BE EJ7 w: A50 J L _ ,� m SUPPLIED BY A/E OF RECORD. 10'-I" FLAT GLG N N EJ7 N Eli A51 J L - 2' 2i .... 2'.' 2i r r 7110 I/ 5 r EJ7 � m — GJ5 EJ7 Approved By: Date: N 27 2-I 4 GJ Q = = M - EJ7 � REv: II/13/20 J L J J47 N REV: m EJ47 GJS REV: r r r r r r r r r r r r r r r r r r r r r r - T - VILLP�DELTP� CONSTRUCTION in [Q m m m m m cQ m `t - - - - - - - - W W W W W W W W W W W W W Q W W W W W W W W W W W W GJ3 G TO GJ _ '� igitally signed N DE �'���, N u ma n DATE: q/25/20 SCALE: 1/4"=1'-0" BY: GM f() .�` J� MAR ''�. �cEtiS q! ' SUB DIV: SALES: XY � F. - Demiral _ 'I = No 87425 = ADDRESS: PAGE: Iq I-15/I6 88-13/I6 II 3-I/2 48-I/2 N\4 11) W - *` = PE87425 - ��� m v v v v v v 0 0 0 STATE of v 0 -7 ? COUNTY: - I OF 27'10-3/4" — 14'2-5/8" 315-7/8" 1= 27'q-1/4" ,°�F •'�CORIDP..'`��`��` Date: ONO NO. .,, ss� ••..• � LOT/BLOCK PERERIA RES. I01'2-I/2" NAB, ,��` 2021 .01 .14 - 20HS20q 13:24:04 -05'00'