BENJAMIN - Reviewed by Arch_v1 MIAMI SHORE, FLTRUSS PLACEMENT PLANTO CHECK OUR TRUSS PLANIT IS YOUR RESPONSIBILITYBEFORE ORDERING TRUSSESTO BE CHECKEDOVERHANGS , PITCH, ECT.ALL DIMENSIONS** ATTENTION BUILDER **NOTE: ALL TRUSSES ARE SPACEDAT 24" OC. UNLESS NOTEDBENJAMIN1/4" = 1'-0"SIGN HERE12/15/20CUSTOMER:JOB ADDRESS:MODEL: DATE:SUBDIVISION:LOT BLK PB PGDRAWING #PHONE: (305) 882-8826FAX: (305) 887-6008I N T E R N A T I O N A L INC.T R U S S C O R P9590 N.W 89 th AVE. MEDLEY , FLORIDA 33178TRUSSES MAY NOT BEAR ON ANYINTERIOR WALL OR PARTITIONUNLESS DESIGNED FOR SAME.DO NOT CUT OR ALTER T RUSSESWITHOUT AUTHORIZATION FROMMANUFACTURER. NO CLAIMS ORBACKCHARGES WILL BE 24 HOURSFOLLOWING DELIVERY.I HAVE EXAMINED THIS TRUSS PLAN FORDIMENSIONS . OVERHANG. PITCH AND BASICDESIGN.I APPROVE THIS LAYOUT AS PRESENTEDOR WITH CORRECTIONS AS I HAVE NOTED. APPROVED BY DATEFIELD BRACING IS NO THE RESPONSABILITY OF THE TRUSSFABRICATOR PERSONS RECTING TRUSSES ARE CAUTIONED TO SEEK PROFESSIONAL ADVICE REGARDING ERECTIONBRACING WHICH IS ALWAYS REQUIRED TO PREVENTTOPPLING AND DOMINOING DURING ERECTION AND PERMA-NENT BRACING WHICH MAY BE REQUIRED IN SPECIFICAPPLICATIONS.TRUSSES SHALL BE ERECTED AND FASTENED IN A STRAIGH AND PLUMB POSITION. WHERE NO BRACINGIS APPLIED DIRECTLY TO TOP CHORDS, THEY SHALL BEBRACED AT 3'-0" O.C MAX.WHERE NO RIGID CEILING IS APPLIED DIRECTLY TO BOTTOM CHORDS, THEY SHALL BEBRACED AT 10'-0" O.C MAX.ARMANDO R. PEREZPE. # 280269590 NW 89 AVEMEDLEY, FL 33178(305) 882-8826_______________________ DATE ___/___/___MIRAN CONSTLOADING PSF.: (TCLL) (TCDL) (BCLL) (BCDL)ROOF :FLOOR :WIND DESIGN VELOCITY : 175 MPHANALYSIS TYPE: COMPONENTS/CLADDINGASCE 7-16FBC2020/TPI2014STRESS= PLATE: 1.00 / LUMBER: 1.33Kd: .85EXP= CHVHZDESIGN LOADING3015100R=3140 U-203517232.6USPA=HUS26FULLY NAILEDNAILINGREQ.HANGERS SPECIFIED OR EQUIVALENT HANGER MAY BE USED, CONNECT.HANGER IN ACCORDANCE TO THE MANUFACTURE'S SPECIFICATIONS.*** BUILDER MAY SUBSTITUTE "C" HANGER WITH TOE NAILS.***HANGERMANUF.GRAVITY LOADUPLIFTCARRIEDMEMBERCARRYINGMEMBERFL. APPRV.G1T1T1T1T1T1T1T1T1T1T1T2T2T2T2T2T2T2T4T3T3T3T3T3T3V4V8V12V4V8V1219-8-013-0-032-8-03-8-011-11-015-7-014-0-015-7-013-1(2M)561 NE 106 STRAKE TBRAKE TBPART ENCLAAAAAATYP. TRUSS END DETAIL12APPROVED TRUSS ANCHOR BY BLDRSPLUMB CUT OVERHANGHEEL HEIGHT= 4-14/16"1'-4"3.125R=2219U-2528R=2219U-2528T2G1 (2M)DRAG TRUSS 2000 LB.bruce & bruce, Inc.approvedrejectedapproved as correctedrevise & resubmitThis review is only for generalconformance with the design conceptof the project and general compliancewith the information given in theConstruct Documents. Corrections orcomments made on the shop drawingsduring this review do not relieve thecontractor from compliance withrequirements of the plans andspecifications. Approval of a specificitem shall not include approval of anassembly of which the item is acomponent. Contractor is responsiblefor: dimensions to be confirmed andcorrelated at the jobsite; informationthat pertains solely to the fabricationprocesses or to the means, methods,techniques, sequences, and proceduresof construction; coordination of the Workof all trades; and for performing all workin a safe and satisfactory manner.Date:_________ By: ____________________victor bruceDigitally signed by victor bruce Date: 2021.01.05 15:49:07 -05'00'Armando PerezDigitally signed by Armando Perez Date: 2020.12.16 20:45:12 -05'00'