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HomeMy WebLinkAboutTR 3 1N i m N I r LA m v v I6'8-7/8" 12'a-1/2" IN 5'10-7/ " GJ5 Is A2 5' m v 35'10-3/8" ITLI-3/4" 7'6 m Q vA.v rt t 2' 2' 2' 2' 2' 2' J42 � z N — — �. — — — 4 I - = J N O - ' PL J cv MV J 10'-I" FLAT G G 101-I ° BR .POINT MV 2 PL FOI J JI ' 111L J1 IL J L J L J1 IL w v -------------------- r `t — N 2 PL �� GJ3 m — — -J ,�� , — — — — — 21'3-3/8" — — — — — — 5'O-I/2" N 15'4-I/4" A20 — Zvi MW l7 Q 12'-1" FLAT GLO - 201all Al q I '4" A15 O — 6 Z12'4' = FL AT GLO 1 21 21 1 r -L _ A 17 La Q N N N m - \XLU - v AI6 I 13'-I" w N v OFFER.CLO A15 x N N GJID _ —X A 14 'n cV } 14'I=3/8" . N 10'S-3/4" } � m Al 21 1 EJ5D 51 IS' -II.. m EJ5D — AI. — — — — — — — �j f 13- 11J GOF� R G � . „ FLAT LO % EJSD \qj 12'-111 FLAT GLO 1 11 IN N x® �~ A � m N v v A3 vsd N 2' 521-1/16" = N A4 CA N 12'-1" FLAT CLO A6 27' 10-7 N A7 BRG. POINT N f^, L _r 01 51411 511 12'-1" FLAT GLO 411111 N Acl \ — — — — — -7 4' 1/8" VV 1 m L \ A26 J L EJ7 \ r 8O > r } L / / A?17 J LO I m EJ7 — — — .%� �-. — .. r ` -1 r N J 2 PLY f N �O / _ N — EJ7 \ L A28 J L - r 27'7-15/16" _ r _F 261-3/&" EJ7 L A21 J L = r / N r N dj 10'-I" FLAT GLO N EJ7 w: L �° A30 J L 5 �:. r r \ . p 10'-I" FLAT GLO N N N EJ7 — v. I L A51 J L r N r — 21 2' :, 21 2 m J m - r r r r r r r r r r r i- r t- i- r r i- i- i- i- r r w w LH LH w w w w w w w w w w w w w w w w w w w 1i 27' 10-3/4" 101'2-1/2" I6'3-1/4" � m w w w w v v (V 24" DEEP RECESS Q I N ' 0 I � N HI m CJ7A v OGJ5 i� I GJ3 14'3-1/4" 0 0 V I 2' 18 HANGER LEOENI) * ALL 2x HANOER5 5HOWN ARE ITw AHU26 UNLESS NOTED OTHERWISE. * ALL 4x 5Y542 HANGER5 5HOWN ARE AHU46 UNLF-55 NOTED OTHERWISE. * TRU55 INSTALLER 15 RESPONSIBLE FOR IN5TALLING SPECIFIED HANGER FOR TRU55 TO TRU55 CONNECTION PER MANUFACTURER SPECIFICATIONS. ITW HANGERS UNLESS NOTED OTHERWISE AHU26 35 AHU46 © AHU28 .2 5� 55R26 © AHU26-2 I SL 55L26 O AHU25-2 _ E� 55R46 0 AOU526-2T 2 FL 55L46 O AOU528-2T I M5R26-2 O AOU526-5T _ M� M5L26-2 0 AOU528-3T _ H2 TH002 0 STH422 _ H3 TH005 0 SPECIAL CONNECTION BY OTHERS 24'5-7/8" O 0 GJ3 BEARINO LEOEND 101-1 11 12'-111 ® 15'--ill ® 151-111 ® 18'-11" APPROVED TRU55 ANCHOR BY BUILDER HEEL HEIGHT = 2x(b NOM. TRUSS END DETAIL 2' - GJ3 J �m v Q J7 O J7 L r -1 J L — — — r -1 r MV GJ3 3 _ U) — v GJS 77 u N = w�Q r~ EJ oow O EJ7 � 7'10 I/ — — — EJ7 — 27 2-I 1� 4 M EJ7 J L J J47 , � � N � GJS N EJ47 ri N ti ti ti ti N ti W _ _ GJ3Digitally signed GJ D JpjCENSrFrr N u m a nONNEMj vv .9!.,,�--, ,s. Demiral No 7425 PE87425 --7= fl STATE OF a= ?' 27'q-/4"-,,�F'•'�xORIDP.•' Date: ���; '�S;°NAB 2021.01.14 ,�?�''��� NOTICE 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 to prevent toppling and dominoing during erection, and permanent bracing which may be required in specific applications. Trusses shall be erected and fastened in a straight and plumb position. When no sheathing is applied directly to the top chords, they shall be braced at 24" o.c. max. Where no rigid ceiling is applied directly to the bottom chords, they shall be braced at 6-0" o.c. max. Trusses shall be handled with reasonable care during erection to prevent excessive damage or personal injury. See Engineering for connections, nailing schedules, etc. NOTE: Labeling trusses is a service, not a requirement. Engineered drawings supercede labeling of trusses. It is the responsibility of the builder to utilize engineered drawings when erecting trusses. Girder truss to girder truss connections which exceed the capacity of a standard hanger or truss to wall connections are the responsibility of the builder. GENERAL NOTES 1. TRUSSES SPACED 24" ON CENTER, U.O.N. 2 ALL WALL, BEAM a COLUMN MOUNTED TRUSS HANGERS BY BUILDER 3. SOME DONN FRAMING BY BUILDER. 4. SOME VALLEY FRAM I NO BY BUILDER. 5. BOT.= BOTTOM OF TRUSS FROM ELEV. 0'-0" NOTICE: PLEASE CONTACT F.Q.T. PRIOR TO ANY ALTERATION OF TRUSSES PROVIDED BY US. F.Q.T. WILL NOT BE RESPONSIBLE FOR ANY TRUSS OUT OR ALTERED WITHOUT PRIOR WRITTEN AUTHORIZATION DESIGN CRITERIA: ASCE 7/10 WIND SPEED: 170 MPH BUILDINO TYPE: ENCLOSED EXPOSURE: C RISK CATEOORY: II ROOF LOAFS FLOOR LOADS TGLL: 30 TGLL: TGDL: 15 TGDL: BCLL: 0 �Rr NoNrBGDL: BGLL: BGDL: 10 TOTAL: 55 TOTAL: ALLOWABLE 125 INCREASE ALLOWABLE INCREASE DEFLECTION 360/240 DEFLECTION QUALITY TRUSS TES: (954) 975-3384 FAX: (954) 978-8980 3635 PARK CENTRAL BLVD POMPANO BEACH, FL. 33064 SHOP DRAWING APPROVAL THIS DRAWING IS THE SOLE SOURCE FOR FABRICATION OF TRUSSES AND VOIDS ALL PREVIOUS ARCHITECTURAL OR OTHER LAYOUTS. APPROVAL OF THIS LAYOUT IS NECESSARY BEFORE ANY WORK CAN BE DONE. PLEASE VERIFY AND/OR INDICATE TRUSS PLACEMENT, DIRECTIONS, DIMENSIONS, BEARING CONDITIONS, PITCHES, SHAPES, OVERHANGS. CHIMNEY, CUPOLA LOADS AND CONNECTIONS SHALL BE SUPPLIED BY A/E OF RECORD. Approved By: Date: REv: I I/13/20 REV: REV: CUSTOMER: VILLADELTA CONSTRUCTION DATE: q/25/20 SCALE: 1/4"=I'-0" BY: GM SUB DIV: SALES: ADDRESS: PAGE: _ I OF COUNTY: - ONO NO. LOT/BLOCK PERERIA RES. _ 20HS20q 13:24:04-05'00'