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HomeMy WebLinkAboutX TR LAYOUT Reviewed and Approved 163-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 GJs to prevent toppling and dominoing during erection, and o Reviewed and approved permanent bracing which may be required in specific %J Ji 1Z applications. Trusses shall be erected and fastened in a E2 straight and plumb position. When no sheathing is applied y -7 � -7 2 FL` directly to the top chords, they shall be braced at 24 o.c. J3777,7771F I EI max. Where no rigid ceiling is applied directly to the m 2' 2' 2' 2' 2' 2' bottom chords, they shall be braced at 6'-0" o.c. max. J42 o I 24" DEEP I E3 - Trusses shall be handled with reasonable care during CJ = REGE55 o erection to prevent excessive damage or personal injury. 4 v E4 O N 5ee Engineering for connections, nailing schedules, etc. - IL N E5 NOTE: Labeling trusses is a service, not a requirement. EJ7 N N p N m Engineered drawings supercede labeling of trusses. It is J the responsibility of the builder to utilize engineered m A2 m `-" HI drawin s when erecting trusses. COFFER .GL6 GJ-TA m g 9 m A21. — V Girder truss to girder truss connections which exceed - — 35'10-3/a" o GJS the capacity of a standard hanger or truss to wall p y 9 A connections are the responsibility of the builder. 13 10'-I" FLAT G G lo'-I" FGIL GJ3 BR . POINT MV GENERAL NOTES �r2 J1 TRUSSES SPACED 24" ON CENTER, U.O.N. J L J L J L J L J L W v �� �IN� L. � ND 2 ALL WALL, BEAM COLUMN MOUNTED TRUSS HANGERS BY BUILDER N r N } F GJ3 1 1 V> 3. SOME DOWN FRAMING BY BUILDER. — — � — � 2 FL �� � n; 14 3-I/4 v v v 2 8 � 1 O'-I �� _ 4. SOME VALLEY FRAM I NO BY BUILDER. A24 5. BOT.= BOTTOM OF TRUSS FROM ELEV. O'-O" - 2O'8" A1q ® J3'-111 NOTICE: PLEASE CONTACT F.Q.T. PRIOR TO ANY 12-I FLAT GLG ALTERATION OF TRUSSES PROVIDED BY US. " — ® CBI-I„ F.Q.T. WILL NOT BE RESPONSIBLE FOR ANY TRU55 OUT OR ALTERED WITHOUT PRIOR m 1 J1411 bl'8 ® �8 -II WRITTEN AUTHORIZATION EJ7 O I.. . I 12'-I" FLAT GL6 HANGER LAC AND 5 2 2 r A17b ALL 2x HANGER5 SHOWN ARE ITN AHU26 UNLESS DESIGN CRITERIA: ASGE 7/10 WIND SPEED: 170 MPH (�V �Q NOTED OTHERWISE. EJ7 — — v v �� ALL 4x 5Y542 HANGER5 5HONN ARE AHU46 UNLE55 BUILDING TYPE: ENCLOSED EXPOSURE: G _ - AI6 NOTED OTHERWISE. TRUSS INSTALLER 15 RESPONSIBLE FOR INSTALLING RISK GATEOORY: 11 INOFFER'.GL6 _ . SPECIFIED HANGER FOR TRU55 TO TRUSS CONNECTION EJ7 v _ _ APPROVED TRU55 ANCHOR BY BUILDER � � � " PER MANUFACTURER SPEGIFIGATIONS. r r EJ7 �+ GJ3D N ITW HANGER5 UNLE55 NOTED OTHERWISE ROOF LOADS i=L00� LOADS } } } HEEL HEIGHT = 2x6 NOM. TGLL: 30 TGLL: N in N A I _ AHU26 5 AHU46 _ 12 EJ7 GJ5D B�L. 15 iOWTBaU. g DL: } 141-3/8 N 10 5-3/4 } © AHU28 2 5� S5R26 BGDL: O � BGDL EJ7 m — 10 TOTAL: 55 TOTP�L Al 2' 2� EJ7D © AHU26-2 I SL 55L26 — _ LL E ALE 1.25 ALLOO SELE EJ7 O AHU28-2 — 55R46 J7D — DEFLEGTION 360/240 DEFLECTION 11 1 11 1 �I E � b q-3/4 5 10-7/ 14 4 3/8 } FLAT LO OU526-2T _ 5L46 — — — — — — — — — � f GOFE R G O A 2 FL 5 GJ5 13 6- 2 } P cn 7'6' GJSD O ll AOU528-2T I M� MSR26-2 _ P3 dJ dJ GJ N > } } = GJ3D - O AOU526-5T — ML MSL26-2 — N ��� ( 2 LE "' ' H AQU528-5T — H2 THOQ2 - - �. T P 10' O �/W �� 12'-I" FL GLO N w� Q Q 5TH422 H3 TH003 TRUSS END DETAIL 0v v v \ O N my}� CONNECTION A3 BY OTHERS J 21 -' UALITY TRUSS v � 52'1-1/16" _ A4 - 24'8-7/8" 21 A5 GJ ° 12'-1" FLAT GLG � 5 TEL: 954 9 7 5 - 3 3 8 4 EJ 27'1°-, ry 24'2-5/8" ,,ul , FAX : (954) 9 7 8 - 8 9 8 0 \�.��� A7 - 3635 PARK CENTRAL BLVD EJ7 BRG. POINT POMPANO BEACH , FL. 33064 .y� Aa � EJ7 16'I 5'4" 5" @ GJ3 12'- " FLAT GLO 4'II" m SHOP DRAWING APPROVAL_ m J - EJ7 m r \ ry — -- — — — — 4' 1/511 � � J5 v - 1f � GJ5F/I \ A26 J L A32J JS O �` EJ7 r �o r cv —' J7 THIS DRAWING IS THE SOLE SOURCE FOR `3� I `� m } /r L J7 FABRICATION OF TRUSSES AND VOIDS ALL cn N r / ,o,�-7 ; A33 L r , r , r PREVIOUS ARCHITECTURAL OR OTHER LAYOUTS. N EJ7 — — — — 2 PLY — — — MV GJ3 APPROVAL OF THIS LAYOUT IS NECESSARY L \0 / 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 �_ Q _ PITCHES, SHAPES, OVERHANGS. CHIMNEY, 1O'-I" FLAT GLG N wo w Q d EJ7 CUPOLA LOADS AND CONNECTIONS SHALL BE L �EJ7 w. �° A30 J L `t � _ � ��� � � m SUPPLIED BY A/E OF RECORD. 10'-I" FLAT GLG N (V EJ7 N L A31 J L - 2' ' 2, .. 2' 2 r N r 7110 EJ7 � m — GJ5 — — - — — N N N — — — — EJ7 Approved By: Date: N 2-T 2-I 4 GJ QiiN = = M - EJ7 � REV: II/I3/20 J L J J47 - REv: 12/q/20 = m EJ47 GJ5 REV: m _ r r r r r N ti _ ti ti �' �' - �`' �`' V I LLf4DE:TA GONSTRlJr TI ON w w w w w w w w w w w w w 4 w w w w w w w w w w w w GJ3 GJ = DATE: q/25/20 SCALE: 1/4"=1'-0" BY: GM m SUB DIV: SALES: &N v _ Iq'I-15/I6" 8'8-13/I6" II'3-I/2" 4'8-I/211 !x� p N ADDRESS: _ PAGE: �� m v v v v v v v v v v v v v? COUNTY: 2710-3/4" — 14'2-5/5" 3113-7/V 1= 27'q-1/4" DWG NO. 101'2-I/2" LOT/BLOCK PERERIA RES. 20i-I520C1