HomeMy WebLinkAboutX S-6 - Truss Connector SS2 PLY2 PLY2 PLY2 PLY2 PLY2 PLY3 PLY2 PLY2 PLYA1A2A3A4A5A6A7A8A9A32A10A11A12A13A14A15A16A17A18A19A20A21A22A23A24A25CJ3CJ3CJ5BCJ5BEJ7BEJ7BEJ8BEJ8BEJ8BEJ8BEJ8BEJ8EJ8EJ8EJ8EJ8EJ8EJ8EJ8EJ8J8HJ8B1B2B3B4B5B6B7B8A26A27A28A29A30A31A33A34A35A36A37C1C2C3C4C5C6C7C8C9C10C12CJ3CJ3CJ5HJ7H J7CJ5AD1D1D2D3D4D5CJ3CJ3CJ3CJ3CJ5CJ5CJ5CJ5EJ7EJ7EJ7EJ7EJ7EJ7EJ7HJ7HJ7E1E2E3E4E5H12CJ3CJ3CJ3CJ3CJ5CJ5CJ5CJ5EJ7EJ7EJ7EJ7HJ7HJ7H1H2H3H4H5H6H7H8H9H9H9H9H10H11CJ3CJ3EJ58J58HJ58J58CJ3CJ3J42H J42CJ3CJ3EJ41HJ41CJ3CJ5HJ7CJ3CJ3FG1HJ4CJ3HJ1CJ1ACJ3CJ5BHJ7BCJ3CJ3EJ47HJ47CJ3CJ3CJ5CJ5EJ78EJ78EJ78EJ78HJ78CJ7CJ7ACJ3CJ3CJ5CJ5HJ7J7EJ7EJ7EJ7EJ7EJ7EJ7EJ7EJ7EJ7EJ7EJ7EJ7EJ7EJ7EJ7EJ7EJ7EJ7EJ7EJ7EJ7EJ7EJ7EJ7EJ7EJ7J7AMV2MV4MV2MV2MV4MV2MV4MV6MV8BMV8MV2MV4MV2MV4MV6MV8AMV8BMV8MV24MV44MV64J47V4V8V12V16V20FG1J1K1K1K1K2CJ5DCJ5DCJ5DCJ3DCJ3DCJ3DCJ3DCJ5EHJ7D
HJ7DEJ7DEJ7DJ83A38P1P1P2P3P4C135.5/1210'-1" FLAT CLG24" DEEPRECESSFOR AHU10'-1" FLAT CLG10'-1" FLAT CLG10'-1" FLAT CLG10'-1" FLAT CLG10'-1" FLAT CLG10'-1" FLAT CLG12'-1" FLAT CLG12'-1" FLAT CLG12'-1" FLAT CLG12'-1" FLAT CLG12'-1" FLAT CLG15'-1" FLAT CLG11'-1"COFFER CLG18'-11"FLAT CLG13'-1"COFFER CLG13'-1"COFFER CLG11'-1" COFFER CLG24" DEEPRECESSFOR AHU12'-1"BRG. POINT10'-1"BRG. POINTCBBEFE(2) 2x LEDGERTOP @ 10'-10-1/4"(2) 2x LEDGERTOP @ 12'-10-1/4"(2) 2x LEDGERTOP @ 12'-10-1/4"16'8-7/8"10'4"35'10-3/8"17'9-3/4"24'8-7/8"3'2-1/2"2'101'2-1/2"27'9-1/4"31'3-7/8"14'2-5/8"27'10-3/4"2'16'5-1/2"7'6-5/8"20'10"2'14'3-1/4"6'10-1/2"4'3"6'5-3/4"11'3-1/2"2'11-1/8"3'6-5/8" 2'11-1/8"1'8"4'6"2'5'7'6"8'3"16'10"5'8-1/2"3'11-3/8"10'0-3/8"9-7/8"2'5"3'11-3/8"2'9-1/2"11'2'9-1/2"2'9-1/2"13'19'2"14'0-1/4"3'9-1/2"2'3-1/2"6'6'16'2"15'3"11"16'2-1/2"1'4"21'3-3/8"5'0-1/2"15'4-1/4"2'9-1/2"10'2'9-1/2"2'9-1/2"13'8'0-3/16"8'3-3/4"2'8-1/8"16'8-3/4"12'2-3/4"4'6"14'11-1/2"2'8-3/4"18'11"5'4"11'9-3/8"10'9-7/16"2'2'6'9-3/4"5'10-7/8"12'8-1/2"4'0-3/8"13'6-1/2"14'4-3/8"4'0-3/8"19'4-1/4"9'1-1/4"8'6'8"7'10-1/2"14'1-3/8"10'5-3/4"13'8-3/8"27'10-7/16"24'2-5/8"27'7-15/16"4'8-1/2"5"5'2'
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2'2'7-3/4"5' 2' 2' 2' 2' 2' 2'5' 2' 2'2' 2' 2' 2'2'2' 2' 2' 2' 2' 2' 2' 2'1'3"1'10-1/2"1'10-1/2"19'1-15/16"8'8-13/16"5'2' 2' 2' 2' 2' 2'33'4-3/8"5'2'2'1'0-1/2"35'10-3/8"6'2'2'2'1'6-3/4"13'6-3/4"15'10-1/4"2'1-3/4"2'2'2'1'1-1/8"2'2'2'2'2'2'2'2'2'2'2'2'2'2'2'2'2'2'5'2' 2' 2' 2'1'2-7/8"1'4-3/4"1'5-3/4"52'1-1/16"36'8-1/8"5'10-1/2"5'2' 2' 2' 2'19'6-1/4"5'26'9-3/8"27'2-1/4"5-1/4"11'5"4'11"16'4-5/8"6'10-5/8"10'6'10-5/8"24'0-1/8"2'6"1'7-1/2"31'4-1/8"20'8"13'11-1/2"11'12'3"2'2'11'112233ABB20' - 8"31' - 4 1/8"14' - 9 1/4"4' - 9"ACT. UPLIFT 4126#BTM:(2) 5/8 X 6 TITEN HDHTT5KT (5445# RATED)(26) SD#10 X 2 1/2TOP:(2) HDU4-SDS2.5 (4565# RATED)(10) 1/4" X 2 1/2" SDSCONNECTED BY 5/8" THREADED RODACT. UPLIFT 2779#(2) HHETA 24 (3180# RATED)(12) 0.162 X 3 1/2ACT. UPLIFT 4151#BTM:(1) 5/8 X 6 TITEN HDHTT5KT (5445# RATED)(26) SD#10 X 2 1/2TOP:(2) TBE6 (11685# RATED)(10) 0.148 X 3"ACT. UPLIFT 1475#(1) LGT2 (1885# RATED)STUD/PLATE NAILS(14) 0.148 X 3 1/4"GIRDER(16) 0.148 X 3 1/4"ACT. UPLIFT 4045#(1) HDU4-SDS2.5 (4565# RATED)(10) 1/4" X 2 1/2" SDSUNLESS NOTED ON THIS LAYOUT:ALL TRUSS TO MASONRY WALL CONNECTIONS TO BE STANDARD META16 OR LONGER W/(8) 0.148 X 1 1/2"AND ALL MULTDIPLY GIRDERS CONNECTIONS TO BE VGT ANDALL TRUSS TO FRAME WALL CONNECTIONS TO BE STANDARD MTS STRAPS ALL SIZES W/(14) 0.148 X 1 1/2" OR (14) 0.148 X 3" AS NEEDED.ACT. UPLIFT 1795#(1) HHETA 20 (2120# RATED)(9) 0.162 X 3 1/21ScaleVILLADELTA CONSTRUCTION CORP. LLC CRC 058035THE DESIGN PROFESSIONAL OF RECORD (ENGINEER AND/OR ARCHITECT) ASSUMES ALL RESPONSIBILITY OF THE SPECIFICATIONS CONTAINED HERE IN. IT IS THE CLIENT'S AND/OR CONTRACTOR'S RESPONSIBILITY TO VERIFY THE FINAL PLANS AND MEASUREMENTS. ALL CHANGES FROM THIS POINT FORWARD WILL NEED A SIGNED CHANGE ORDER BEFORE ANY ADDITIONAL WORK OR MODIFICATIONS WILL BE MADE. ALL WRITTEN CHANGE ORDERS SUPERCEED THE DRAWINGS. THE DRAWINGS ARE CONCEPTUAL DESIGNS AND MAY VARY FROM THE FINISHED PROUCT. THESE DRAWINGS ARE THE PROPERTY OF THE DISIGNER AND SHALL NOT BE REPRODUCED, MODIFIED OR ALTERED WITHOUT PRIOR WRITTEN CONSENT. THESE DRAWINGS WILL REMAIN THE PROPERTY OF THE DESIGNER EVEN IF THEY ARE NOT USED IN THE CONSTRUCTION OF THIS PROJECT. COPYRIGHTT 2016 PRONTO PLANS, L.L.C.___________________________________CLIENT'S APPROVAL DATE 1/4" = 1'-0"3/8/2021 1:27:23 PMS-6xxxx Noble Oaks LanePort Saint Lucie, FL 34981Al & Maria Pereira1/4" = 1'-0"1Truss LayoutRev. #DescriptionDate1Add Strap Lengths02/26/21NOTE ALL REACTIONS SHOWN HEREIN PROVIDED BY OTHERS AND ARERESPONSIBILITY OF TRUSS ENGINEER.FULL SET OF SIGNED AND SEALED TRUSS LAYOUT AND REACTIONS TO BE PROVIDED FOR REVIEW PRIOR TO CONSTRUCTION. CONNECTIONS SHOWN CERTIFIED TO BE ADEQUATE TO RESIST REACTIONS PROVIDED.