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Home My WebLink AboutAPPROVED Kelly -drawings1... 1X4 HEM-FIR OR SP STUD GRADE DIAGONAL BRACINGON TOP OF BOTTOM CHORD TO RESTRAIN LATERALBRACING. DIAGONALS TO BE INSTALLED AT 20' - 0"O.C. MAX AND NAILED W/ (2) - 8d NAILS EACH TRUSS.EXISTING 2-PLY GIRDEREXISTING 2X6 LOADBEARING WALL V.I.F. FIELD FRAMED VALLEY TRUSSESATTACH TO TRUSSES BELOW PER DETAIL 2/S2.0PROVIDE CONTINUOS LATERALRESTRAIINT EQUALLY SPACED ONWEB MEMBERS AS SHOWN IN TRUSSDRAWINGSPROVIDE CONTINUOS LATERALRESTRAIINT EQUALLY SPACED ONWEB MEMBERS AS SHOWN IN TRUSSDRAWINGSPROVIDE CONTINUOS LATERALRESTRAIINT EQUALLY SPACED ONWEB MEMBERS AS SHOWN IN TRUSSDRAWINGSSTRUCTURAL DESIGN STATEMENTI CERTIFY THAT, TO THE BEST OF MY KNOWLEDGE AND BELIEF, THESEPLANS AND SPECIFICATIONS HAVE BEEN DESIGNED TO COMPLY WITHTHE APPLICABLE STRUCTURAL PORTIONS OF THE BUILDING CODES.I ALSO CERTIFY THAT THE STRUCTURAL COMPONENTS, SYSTEMS, &RELATED ELEMENTS PROVIDE ADEQUATE RESISTANCE TO WINDLOADS AND FORCES SPECIFIED BY THE CODES LISTED BELOW.DESIGN PARAMETERS & ASSUMPTIONSCODE EDITION:■ FLORIDA BUILDING CODE 2020, 7TH EDITION■ ASCE 7 (EXPOSURE CONDITION): CCONSTRUCTION TYPE: VBOCCUPANCY CLASSIFICATION:R-3BUILDING DESIGNED AS:☐ PARTIALLY ENCLOSED■ ENCLOSED☐ OPEN☐ TESTED (WIND TUNNEL)BUILDING HEIGHT:■ ≤ 60 FT. ASCE 7.☐ > 60 FT. MUST USE ASCE 7.MEAN ROOF HEIGHT:<15 FT.FOR LOW RISE BUILDING WITH SLOPED ROOFS.RISK FACTOR: I IDETERMINED BUILDING USE/ OCCUPANCY, REFER TO ASCE 7TABLE 1.5-1.INTERNAL PRESSURE COEFFICIENT:+/-0.18ENCLOSED BUILDING.BASIC WIND VELOCITY PRESSURES:APPROPRIATE POSITIVE/ NEGATIVE PRESSURE COEFFICIENTS HAVEBEEN APPLIED TO MAIN WIND FORCE RESISTING SYSTEM, ANDBUILDING ENVELOPE COMPONENTS AND CLADDING, ASAPPLICABLE:WIND SPEED (3 SEC.GUST):160 MPHBASIC VELOCITY PRESSURE:24.9 PSFROOF LOADSDEAD LOAD (TILE ROOF)20.00 PSFLIVE LOAD 25.00 PSFTOTAL LOAD45.00 PSFINSTALL SIMPSON (2)LS90 ANGLE TOCONNECT NEW 2PLYLVL TO 2-PLY GIRDERSCOPE OF WORKTRUSS MODIFICATIONS TO REPLACE EXISTING ROOFING MATERIALAND INSTALL TILE ROOFING MATERIALMAXIMUM LOADSDEAD LOAD TILE ONLY: 10 PSFTOTAL DEAD LOAD: 20 PSFTOTAL LIVE LOAD: 25 PSFGENERAL NOTES1.DO NOT SCALE THESE DRAWINGS. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. THE CONTRACTOR SHALL REVIEW THESEDRAWINGS IN THEIR ENTIRETY BEFORE COMMENCING CONSTRUCTION AND SHALL ACCEPT FULL RESPONSIBILITY FOR ANY ERRORS OR OMISSIONSNOT REPORTED IMMEDIATELY IN WRITING TO THE WHOLE HOUSE ENGINEERING, LLC. BACK CHARGES WILL NOT BE ACCEPTED.2.THE GENERAL CONTRACTOR SHALL VERIFY THE BUILDING POSITION WITHIN THE SETBACK LINES PRIOR TO COMMENCING CONSTRUCTION.3.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO BE FAMILIARIZED WITH ALL EXISTING CONDITIONS AS THEY ARE NOT NECESSARILY SHOWNON THESE DRAWINGS.4.GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING LOCATIONS OF ALL FLOOR, ROOF, AND WALL OPENINGS AND PENETRATIONS.5.IT IS THE CONTRACTORS SOLE RESPONSIBILITY TO COORDINATE THE WORK OF ALL TRADES, DETERMINE ERECTION PROCEDURE, AND SEQUENCE TOINSURE THE SAFETY OF THE BUILDING, ITS COMPONENTS, AND TRADE BASE DURING CONSTRUCTION.6.ALL DETAILS AND SECTIONS SHOWN ON THESE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILARCONDITION ELSEWHERE IN THE WORK EXCEPT WHERE A DIFFERENT DETAIL AND OR SECTION IS SHOWN.7.BUILDER IS RESPONSIBLE FOR ADEQUATE BRACING OF STRUCTURAL OR NON-STRUCTURAL MEMBERS DURING CONSTRUCTION.8.IT IS THE GENERAL CONTRACTORS RESPONSIBILITY TO PROVIDE ALL NECESSARY SHOP DRAWINGS, WINDOWS, DOORS, ETC. TO WHOLE HOUSEENGINEERING, LLC FOR REVIEW AND APPROVAL.9.ALL WINDOWS AND DOORS SHALL BE CAULKED AND WEATHER STRIPPED.10.THESE DOCUMENTS, AS INSTRUMENTS OF SERVICE, ARE THE PROPERTY OF WHOLE HOUSE ENGINEERING, LLC., AND SHALL NOT BE USED ORREPRODUCED WITHOUT THE EXPRESS WRITTEN CONSENT OF WHOLE HOUSE ENGINEERING, LLC.11.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED BUILDING AND TRADE PERMITS AND FOR THEIR RESPECTIVE COSTS.12.THESE DRAWINGS ARE DIAGRAMMATICAL AND ARE INTENDED TO SHOW DESIGN INTENT ONLY. THEY DO NOT SHOW EVERY MINOR DETAIL OFCONSTRUCTION. ALL TRADES ARE RESPONSIBLE FOR FURNISHING COMPLETE BUILDING SYSTEMS AND ALL ITEMS THAT WOULD NORMALLY BECONSIDERED INCIDENTAL TO THEIR INSTALLATION.CONTRACTOR TO VERIFYALL EXISTING CONDITIONSAND DIMENSIONSGABLE END BRACEDETAIL5/S2.0GABLE END BRACEDETAIL5/S2.0GABLE END BRACEDETAIL5/S2.0EXISTING RIDGE BEAM1X4 HEM-FIR OR SPF STUD GRADE CONTINUOUS LATERAL BRACINGINSTALLED ON TOP OF BOTTOM CHORD @ 10' - 0" O.C. MAX., ANDNAILED W/ (2) 8d NAILS EACH TRUSS (TYP).EXISTING RAFTER FRAMED AREAATTACH (1) 2x6 SP #2 TO ALLEXISTING MEMBERS WITH 2 ROWSOF 0.131X3" NAILS AT 6" O.C.1X4 HEM-FIR OR SPF STUD GRADE CONTINUOUS LATERAL BRACINGINSTALLED ON TOP OF BOTTOM CHORD @ 10' - 0" O.C. MAX., ANDNAILED W/ (2) 8d NAILS EACH TRUSS (TYP).ROOF TRUSSES AT 24" O.C TYP.1X4 HEM-FIR OR SPF STUD GRADE CONTINUOUS LATERAL BRACINGINSTALLED ON TOP OF BOTTOM CHORD @ 10' - 0" O.C. MAX., ANDNAILED W/ (2) 8d NAILS EACH TRUSS (TYP). 1X4 HEM-FIR OR SP STUD GRADE DIAGONAL BRACINGON TOP OF BOTTOM CHORD TO RESTRAIN LATERALBRACING. DIAGONALS TO BE INSTALLED AT 20' - 0"O.C. MAX AND NAILED W/ (2) - 8d NAILS EACH TRUSS.ROOF TRUSSES AT 24" O.C TYP.ROOF TRUSSES AT 24" O.C TYP. 1X4 HEM-FIR OR SP STUD GRADE DIAGONAL BRACINGON TOP OF BOTTOM CHORD TO RESTRAIN LATERALBRACING. DIAGONALS TO BE INSTALLED AT 20' - 0"O.C. MAX AND NAILED W/ (2) - 8d NAILS EACH TRUSS.ROOF TRUSSES AT 24" O.C TYP.EXISTING(2) 2X8 WOOD BEAMATTACH (2) VERSA-LAM LVL 2.1E3100 SP 1.75"x7.25" BEAM WITH 2ROWS OF SIMPSONSTRONG-DRIVE SDS 25800SCREWS AT 8" O.C. STAGGEREDPROVIDE 1.5" MIN. EDGEDISTANCEROOF TRUSSES AT 24" O.C TYP.ROOF PLANS-1.0JMRAMA P. KRISTAM, P.E.FL #88906WHE 10202CHRIS KELLYRESIDENCE10830 KIMBERFYLDLANEPORT SAINT LUCIE, FL34986CHRIS KELLY10830 KIMBERFYLDLANEPORT SAINT LUCIE, FL34986PROJECT NUMBER, NAME & ADDRESS:PREPARED FOR:DRAWING NOTICE:THESE DRAWINGS AND DOCUMENTS ARECONFIDENTIAL AND ARE THE SOLEPROPERTY OF WHOLE HOUSEENGINEERING, LLC. AND MAY NOT BEREPRODUCED, DISSEMINATED ORREDISTRIBUTED WITHOUT THE EXPRESSWRITTEN CONSENT OFWHOLE HOUSE ENGINEERING, LLC.WARNING: DO NOT SCALE DRAWINGS.PLEASE CONTACT DESIGNER WITH ANYQUESTIONS REGARDING DIMENSIONS.ARCHITECTURAL SYMBOLS CONTAINEDWITHIN THESE DOCUMENTS ARE FORGRAPHIC PURPOSES ONLY. SIZE ANDLOCATION MAY VARY IN ORDER TO MEETTHE MANUFACTURER'S SPECIFICATIONS.WHOLE HOUSE ENGINEERING4451 ST. LUCIE BLVD, SUITE 201FORT PIERCE, FL 34946CONTACT: 772.409.1003ENGINEERINGENGINEERING@WHENGINEERING.NETREVISIONDATEBYREVINITIAL SET03/31/2021RK1RA M A PRANAV KRISTAMSTATE OFPROFESSIONAL ENGI N EERFLORIDA L I CENSENo. 88906DRAWN BY :SHEET TITLE :SHEET NUMBER : SHEATHINGCOMPRESSION WEB ORSLOPING VERTICALCONTINUOUS PERMANENTLATERAL BRACINGPERMANENT DIAGONAL BRACENAILED TO OPPOSITE SIDE OF WEBPREVENTS LATERAL MOVEMENT ANDSHOULD BE REPEATED AT APPROX. 20FOOT INTERVALS.CEILING45°MIN. 1X4 SPF OR SYP TRUSS BRACINGW/ (2) - 8d NAILS PER JOINTTRUSSOVERLAP TRUSS BRACING ATLEAST ONE TRUSS SPACEN.T.S.BRACING OVERLAPDETAIL3S-2.0N.T.S.WEB BRACINGDETAIL4S-2.0N.T.S.GABLE ENDBRACING DET.5S-2.04 BAYS2X TOP PLATEDROP GABLE END TRUSS @ 2X OUT LOOK RAFTER FOR O.H. GREATER THAN 12".ATTACH 2x OUTLOOKER @ 24" O.C. TO TRUSS WITH MTS12. FOR O.H.UNDER-SPACE OUTLOOKER BLOCKS @ 24" O.C. NO STRAP REQUIRED2X4 SYP BLOCKING BETWEENTRUSSES @ 48" O.C. MAXFASTEN TO EA. TRUSS W/ (3) -12d NAILS EA. END.2x4 SYP CROSS BRACE APPROX.8" FROM RIDGE THEN 48" O.C.AFTER. NAIL W/ (3) - 12d @ EACHEND & @ CROSSING AT 45°ANGLE (NOT REQ'D WHEN GABLEIS 4'-1" OR SHORTER).CONT. 2X4 SYP SPANNING(4) TRUSS BAYS (8' - 0")NAILED W/ (3) - 12d TOCHORD (MIN. 1ST 4 BAYS)FASTEN (1) SIMPSON HGA10BRACE CONNECTOR FROMDIAGONAL BRACE TOBLOCK/PLATENAIL GABLE TRUSSTO TOP PLATE W/16d NAILS @ 4" O.C.GABLE TRUSS2X4 SYP L BRACE FORGABLES 3'-0" TO 5'-11" TALL.2X6 SYP L BRACE FORGABLES 6'-0" AND TALLER.ATTACH L BRACE W/ 12dNAILS @ 4" O.C.WALL AND ROOF SHEATHING,SEE SHEET N1.WALL PER PLANBASE TRUSSNO SHEATHINGGABLE END,COMMON OR TRUSSGIRDERVALLEY TRUSS (TYP)SEE FIG. 07.0bBASE TRUSSNO SHEATHINGN.T.S.VALLEY TRUSSES2S-2.012"X20"X5/8 "GUSSET PLATE12"X12"X5/8"GUSSET PLATE16"X8"X5/8"GUSSET PLATEATTACH 5/8" PLYWOOD OR OSB GUSSET (19/32" RATED SHEATHING 48/24 EXP1) TO EACH FACE OF TRUSSWITH (0.131" X 2.5") NAILS PER THE FOLLOWING NAIL SCHEDULE: 2 x 4's - 2 ROWS, 2 x 6's AND LARGER - 3ROWS SPACED @ 4" O.C. NAILS TO BE DRIVEN FROM BOTH FACES INTO ALL OVERLAPPING MEMBERS.STAGGER SPACING FROM FRONT TO BACK FACE FOR A NET SPACING OF 2" O.C. INTO THE TRUSS. USE 3"MEMBER END DISTANCE.FIG. 07.0bSIMPSON H2.5A CLIP MAY BE APPLIED TOEITHER FACE WHEN BOTTOM CHORD ISBEVELED.BOTTOM CHORD WITH BEVEL CUTCONTRACTOR TO VERIFYALL EXISTING CONDITIONSRAMA P. KRISTAM, P.E.FL #88906WHE 10202CHRIS KELLYRESIDENCE10830 KIMBERFYLDLANEPORT SAINT LUCIE, FL34986CHRIS KELLY10830 KIMBERFYLDLANEPORT SAINT LUCIE, FL34986PROJECT NUMBER, NAME & ADDRESS:PREPARED FOR:DRAWING NOTICE:THESE DRAWINGS AND DOCUMENTS ARECONFIDENTIAL AND ARE THE SOLEPROPERTY OF WHOLE HOUSEENGINEERING, LLC. AND MAY NOT BEREPRODUCED, DISSEMINATED ORREDISTRIBUTED WITHOUT THE EXPRESSWRITTEN CONSENT OFWHOLE HOUSE ENGINEERING, LLC.WARNING: DO NOT SCALE DRAWINGS.PLEASE CONTACT DESIGNER WITH ANYQUESTIONS REGARDING DIMENSIONS.ARCHITECTURAL SYMBOLS CONTAINEDWITHIN THESE DOCUMENTS ARE FORGRAPHIC PURPOSES ONLY. SIZE ANDLOCATION MAY VARY IN ORDER TO MEETTHE MANUFACTURER'S SPECIFICATIONS.WHOLE HOUSE ENGINEERING4451 ST. LUCIE BLVD, SUITE 201FORT PIERCE, FL 34946CONTACT: 772.409.1003ENGINEERINGENGINEERING@WHENGINEERING.NETREVISIONDATEBYREVINITIAL SET03/31/2021RK1RA M A PRANAV KRISTAMSTATE OFPROFESSIONAL ENGI N EERFLORIDA L I CENSENo. 88906 DETAILSS-2.0DSDRAWN BY :SHEET TITLE :SHEET NUMBER :