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UPLIFT 4151# 1 2 J8 (12) 0.162 X 3 1/2 BTM: — — J � (1) 5/8 X 6 TITEN HID o 5' 2' 2' 1 HTT5KT (5445# RATED) J8 90 -0 N w (26) SD#10 X 2 1/2 -n V\ I z EJ7 D D D \Cr>00 \\\1 = z � - TOP: w N � (2) TBE6 (11685# RATED) �'101/2" 1 o co w rn (10) 0.148 X 3" J8 A38 3PLY JL JL JL JL JL - G) _ 13 8 3/ r r r � r r m . C ACT. UPLIFT 4126# 10-1/2 16'4-5/8 BTM: 1 1 w 2' " EJ7 2,71 (2) 5/8 X 6 TITEN HD 1 HTT5KT (5445# RATED) 0 00 J8 C� N 5' 2' 2' 2 2' c.' 2' (26) SD#10 X 2 1/2 2' 2' 13 21 w 2' 2' 2' 2, o M '_ TOP: EJ7 - �_, (2) HDU4-SDS2.5 (4565# RATED) z J w 16'8-3/ " cx (10) 1/4" X 2 1/2" SIDS 0 CONNECTED BY 5/8" THREADED ROD M 2 L L L L L L L L L ER 1 o �' CJ32'1-3/4" - N V4 L EJ7 _n r H1 N 16'2-1/2" - 1 1811" c� <, M 6 L H2 w EJ7 12'2-3/4' 4'6" N ivi 8 m = N 2' 2' - - co N r O° EJ7 1 N - H3 N co cn B 1 1 �p - 00 TI EJ7 -3/4" > D D D M B 1 o H4 A y D a, MV2 1 V-1" CLG w -� H5 ER 0 1/2" D N D V4 N N ZI < I °D ,�, K1 o H6 EJ7 III C° 00 D rn n Ff K1 L DGER H7 EJ7 _ I ^' 0 12!_ 1 " — — — 4' " 14 1-1/2" (2) x EDGER EJ7 w w w w > 4 TO 12'10 /4' 1'8" 1 V rn Cn � w CD, © CJ5 - y N V�� EJ7 L� J L J L J L > D 05 D D 1'1-1/8° H9 r J 3 ,5 4 N rn -4 Cp co 4w, H9 11 w 7 C_ w 3'2-1/2" J3D CJ3D �C� 16'5-1/2" _ 6'10-1/2" D D D D CJ3 L - CJ3 in w N ACT. UPLIFT 1795# N H9 6' 2'7-3/4" m C13 (1) HHETA 20 (2120# RATED) 13'11-1/2" - T� n �� J 19'6 1/4" 7 (9) 0.162 X 3 1/2 �r c_ C_ J L N C 0 C) m m C) C) yv < H9 Cn w C 1 O 6V W U V v CCn W TI N Z 14' -91/4" 4'-9" L /Y 0 0 0 0 0 0 CA) H10 0;7,C9°=- 2' 8' " 2' 24"DEEP 2' 11' 1 '3„_ CJ3 ,Z y RECESS I r — — — — o FOR AHU C8 1 ACT. UPLIFT 1475# UNLESS NOTED ON THIS LAYOUT: I I CJ5 6'8" N 8' 9'1-1/4" (1) LGT2 (1885# RATED ALL TRUSS TO MASONRY WALL CONNECTIONS TO BE STUD/PLATE NAILS STANDARD META16 OR LONGER W/(8) 0.148 X 1 1/2" C7 (14) 0.148 X 3 1/4" AND ALL MULTDIPLY GIRDERS CONNECTIONS TO BE VGT -n m � ER GIRDER - Z 70 m 0 (16) 0.148 X 3 1/4" AND D m C3 5110-1/2" m En M Z I NOTE ALL REACTIONS SHOWN HEREIN ALL TRUSS TO FRAME WALL CONNECTIONS TO BE � ER PROVIDED BY OTHERS AND ARE STANDARD MTS STRAPS ALL SIZES W/(14) 0.148 X 1 1/2" C1 46 ND RESPONSIBILITY OF TRUSS ENGINEER. OR (14) 0.148 X 3" AS NEEDED. ^3 oo FULL SET OF SIGNED AND SEALED 10'-1"F AT C I ER 1 I Z N 10'-1"FL T CLG I TRUSS LAYOUT AND REACTIONS TO BE CJ7 .A = PROVIDED FOR REVIEW PRIOR TO 5' C2 =- CONSTRUCTION. CONNECTIONS SHOWN CERTIFIED TO BE ADEQUATE TO RESIST I EJ7 Z I REACTIONS PROVIDED. CJ5 C) 2 C4 1 2' 2' Ns 6'10-5/8" 10, 6'10-5/8" I CJ3 CJ5 C5 Z I N CJ3 — — — — — CJ3 ZF C6 , r C �Z N W Cn 1 C12 CJ5 01 , < �C� C_ cn � w m N c_ c_ c_ ` w Cn w CJ5 CJ5A y CJ3 20'10" CJ3 CJ N v> cn w �'• • ��CEO C_ C_ sF .;ps s�� l l r Digitally ' No 64781 signed by scott *• * •* s a n d e r sanders Date: 1 �- STATE OF ' � :o' �v. 2021.03.11 3 o R�• ��,.�`� rs 23:13:04-06'00'', n Truss Layout 1/4" = 1'-0" This report has been electronically signed and sealed using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. THE DESIGN PROFESSIONAL OF RECORD (ENGINEER AND/OR Rev. # Description Date V I LLA D E LTA CONSTRUCTION CORP . LLC C f�C 056035 ARCHITECT) ASSUMES ALL RESPONSIBILITY OF THE 1 Add StrapLengths 02/26/21 SPECIFICATIONS CONTAINED HERE IN. IT IS THE CLIENT'S AND/OR Pronfo PLan.5, L.L.C.L- C \ CONTRACTOR'S RESPONSIBILITY TO VERIFY THE FINAL PLANS AND MEASUREMENTS. ALL CHANGES FROM THIS POINT FORWARD WILL rn� NO NEED A SIGNED CHANGE ORDER BEFORE ANY ADDITIONAL WORK Com pLete Pra f frog -)ervice5 \UU '� A I Maria Pe re ra 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 IZe5idenbaL (S Commercial- _ N DRAWINGS ARE THE PROPERTY OF THE D151GNER AND SHALL NOT XX 1v XXXX N o b I e Oaks Lane BE REPRODUCED, MODIFIED OR ALTERED WITHOUT PRIOR WRITTEN New Construction, Addifion5 II C� CONSENT. THESE DRAWINGS WILL REMAIN THE PROPERTY OF THE Port Saint Lucie F 3 4 9 8 I DESIGNER EVEN IF THEY ARE NOT USED IN THE CONSTRUCTION OF 8 IZenovabon5 THIS PROJECT. COPYRIGHTT 201 G PRONTO PLANS, L.L.C. O 772-201-7252 CLIENT'S APPROVAL DATE