309 PLAZA RES23-0026 STRUC. DRAWINGS.J25178DUVAL CONSTRUCTION
309 PLAZA ROAD
PLAN: GOLDWASSER RESIDENCE
DUVAL COUNTYTPMMSFJRA---TYP.ENDZONE6'-2"1st FLOOR2nd FLOORWALL ENDZONE LOCATIONSPRIOR VERSION DATESJOB NUMBERIN GOD WE TRUSTSHEETDESIGNED BY:DRAWN BY:CHECKED BY:MURRAYENGINEERING INCORPORATED157 HAMPTON PT DRIVE, STE. 3ST. AUGUSTINE - FL - 32092C.O.A. #26894 - (904) 342-8751This item has been digitally signedand sealed by Jesse R. Alexander onthe date below the seal. Printedcopies of this document are notconsidered signed and sealed and thesignature must be verified on anyelectronic copies.PROJECT ENGINEERJE
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OQUEMOREDER2/13/23CSH2.5A(5) 8d COMMON x 1-1/2" / ENDH8(5) 10d COMMON x 1-1/2" / ENDMTS12(7) 10d COMMON x 1-1/2" / ENDHTS20(12) 10d COMMON x 1-1/2" / ENDMSTA12(5) 10d COMMON x 1-1/2" / ENDMSTA18(7) 10d COMMON x 1-1/2" / ENDMSTA24(9) 10d COMMON x 1-1/2" / ENDMSTA36(13) 10d COMMON x 1-1/2" / ENDMST48(25) 16d COMMON x 3-1/2" / ENDMST60(34) 16d COMMON x 3-1/2" / ENDSPH4/6/8(12) 10d COMMON x 1-1/2" TOTALA34(8) 8d COMMON x 1-1/2" TOTALLTP4(12) 8d COMMON x 1-1/2" TOTALSIMPSONCONNECTORFASTENERSFRAMING CONNECTOR SCHEDULECS16(14) 10d COMMON x 1-1/2" / ENDCSHP18(11) 10d COMMON x 1-1/2" / ENDUSPALTERNATIVERT7A OR RT7RT8AMTW12HTW20MSTA12MSTA18MSTA24MSTA36KST248KTS260SPTH4/6/8MP34MP4FRS200RS150SDWC15600N/AA.THIS DOCUMENT, ALONG WITH ASSOCIATED DOCUMENTS, IS ANINSTRUMENT OF ENGINEER's SERVICE FOR THE EXCLUSIVE USE AT THEPROJECT TITLED HEREIN. INFORMATION DERIVED FROM THIS DOCUMENT,AND/OR ASSOCIATED DOCUMENTS, MAY NOT BE USED FOR OTHER WORK(S)OR PROJECT(S) WITHOUT THE EXPRESS WRITTEN PERMISSION OF THEENGINEER OF RECORD.B.USE OF THESE PLANS FOR CONSTRUCTION REQUIRES A STATE CERTIFIEDCONTRACTOR RESPONSIBLE FOR THIS PROJECT TO READ AND UNDERSTANDALL NOTES, DETAILS, LIMITATIONS, AND DESIGN LOADS STATED WITHIN.C.DESIGN IS VOID TWELVE MONTHS AFTER DATE OF ORIGINAL ISSUE.D.DESIGN IS BASED ON SECTIONS 1603-1610 OF THE FLORIDA BUILDINGCODE-BUILDING AND SECTION R301 OF THE FLORIDA BUILDINGCODE-RESIDENTIAL. THE SCOPE OF THESE PLANS IS LIMITED TO THESTRUCTURAL REQUIREMENTS OF THIS PROJECT ONLY. OTHER DISCIPLINESSUCH AS CIVIL (SITE), ARCHITECTURAL, MECHANICAL, ELECTRICAL, FIRE CODEREQUIREMENTS, WATERPROOFING, AND FLASHING ARE TO BE SPECIFIED BYOTHERS AND ARE THE RESPONSIBILITY OF OTHERS. MURRAY ENGINEERINGAND THE ENGINEER OF RECORD ACCEPTS NO RESPONSIBILITY FOR THEPROJECTS COMPLIANCE WITH PORTIONS OF THE FLORIDA BUILDING CODENOT SPECIFICALLY IDENTIFIED. THE ENGINEER OF RECORD AND MURRAYENGINEERING INCORPORATED ASSUMES NO RESPONSIBILITY FOR ANYDAMAGE RESULTING FROM WATER INTRUSION BY ANY MEANS.E.EXTERIOR FINISHES AND ROOF COVERINGS ARE TO BE CHOSEN BY THECONTRACTOR AND INSTALLED TO MANUFACTURER INSTALLATIONGUIDELINES AND/OR FLORIDA BUILDING CODE REQUIREMENTS. THEENGINEER OF RECORD AND MURRAY ENGINEERING INCORPORATEDACCEPTS NO RESPONSIBILITY FOR DAMAGE RESULTING FROM OR TOEXTERIOR FINISHES INCLUDING STUCCO. STUCCO INSTALLATION IS THERESPONSIBILITY OF THE CONTRACTOR OF RECORD AND MAINTENANCE OFTHE STUCCO FINISH IS THE RESPONSIBILITY OF THE HOMEOWNER. ALLSTRUCTURAL MEMBERS SUPPORTING STUCCO FINISHES (AS NOTED ON THEARCHITECTURAL PLAN PROVIDED TO THIS OFFICE) HAVE BEEN DESIGNEDBASED ON THE REQUIREMENTS OF THE FLORIDA BUILDING CODE -RESIDENTIAL. NO WARRANTY'S ARE EXPRESSED OR IMPLIED TO THEPERFORMANCE OF STUCCO FINISHES APPLIED OVER THE STRUCTURALMEMBERS SPECIFIED HEREIN.F.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN ANDINSTALLATION OF ALL GUARDRAILS, RAILINGS, AND STAIR CONSTRUCTION.G.DO NOT SCALE. REFER TO ARCHITECTURAL PLANS FOR ALL DIMENSIONS. IFDISCREPANCIES ARE FOUND BETWEEN PLANS, NOTIFY THIS OFFICEIMMEDIATELY.H.THESE DRAWINGS CONTAIN SPECIFIC INFORMATION INCLUDING, BUT NOTLIMITED TO, ARCHITECTURAL ELEMENTS, DIMENSIONS AND LOCATIONSPROVIDED BY OTHERS. THIS OFFICE IS NOT RESPONSIBLE FOR THEACCURACY OF INFORMATION PROVIDED BY OR DERIVED FROM OTHERSOURCES.I.CERTAIN COMPONENTS DISPLAYED IN THESE DOCUMENTS HAVE BEENPREPARED BY COMPONENT MANUFACTURERS HAVING PROVEDCOMPLIANCE EITHER THROUGH THE FLORIDA PRODUCT APPROVAL SYSTEMOR APPROVAL BY A DELEGATE ENGINEER LICENSED IN THE STATE OF FLORIDAAND ARE NOT THE RESPONSIBILITY OF THE ENGINEER OF RECORD. INADDITION, COMPONENTS NOT DIRECTLY SPECIFIED IN THESE DOCUMENTSARE NOT THE RESPONSIBILITY OF THE ENGINEER OF RECORD. REQUIREDCOMPONENTS BELIEVED TO BE STRUCTURAL IN NATURE SHOULD BEBROUGHT TO THE ATTENTION OF THIS OFFICE OR BE PREPARED/REVIEWEDBY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF FLORIDA.J.ALL DETAILS SHALL BE IN ACCORDANCE WITH INSTRUCTIONS FROMMANUFACTURER OR DESIGNER.K.THESE DOCUMENTS, AS INSTRUMENTS OF SERVICE, ARE THE PROPERTY OFTHE ENGINEER OF RECORD AND MAY NOT BE USED OR REPRODUCEDWITHOUT EXPRESSED WRITTEN CONSENT OF THE ENGINEER OF RECORD.L.ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TOBE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATIONELSEWHERE IN THE WORK EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN.M.THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THEJOB SITE PRIOR TO COMMENCING WORK.N.THE ENGINEER OF RECORD AND MURRAY ENGINEERING SHALL HAVE NOCONTROL OR RESPONSIBLE CHARGE FOR THE CONSTRUCTION PROCESS. THECONTRACTOR SHALL DETERMINE THE MEANS AND METHODS OFCONSTRUCTION. IT IS THE CONTRACTORS SOLE RESPONSIBILITY TODETERMINE ERECTION PROCEDURE AND SEQUENCE TO INSURE THE SAFETYOF THE BUILDING AND ITS COMPONENT PARTS DURING ERECTION.O.CONTRACTORS SHALL BE RESPONSIBLE FOR ALL TEMPORARY BRACING THATIS REQUIRED DURING CONSTRUCTION TO KEEP THE STRUCTURE SAFE ANDPLUMB UNTIL THE ENTIRE STRUCTURE IS IN PLACE. BRACING SHOWN ONTHE STRUCTURAL DRAWINGS IS FOR THE COMPLETED STRUCTURE ONLYUNLESS NOTED OTHERWISE.P.THESE PLANS ARE TO BE USED IN CONJUNCTION WITH PLANS, DETAILS, ORSPECIFICATIONS PRODUCED BY OTHERS. ENGINEERED ROOF AND FLOORTRUSS DESIGNS, ALONG WITH TRUSS TO TRUSS CONNECTIONS, ARE THERESPONSIBILITY OF OTHERS.N/AN/AN/ASDWC15450H6N/AN/AH8MTS12HTS20CS16-150CS18-200MS24MS24MS24MS36N/AN/AN/ASC35FSC34QTALTERNATIVEVERSION 6.20.32020 FBC - RESIDENTIAL(+)(-)(+)(-)OPENING SIZE ORTRIBUTARY AREA INSQUARE FEET0-2021-5051-100101-200DESIGN (C&C) PRESSURESINTERIORZONESENDZONES201-500> 500SOFFITSWINDOWSDOORSWALLSSURFACEALLGENERAL:MASONRY:STEEL:WIND SPEED (VULT)EXPOSURE CATEGORYBUILDING TYPERISK CATEGORYTOPOGRAPHYIIFLATWIND DESIGN CRITERIAUSEROOFFLOOR (ROOMS)ATTIC CEILING (STORAGE)SOLID SAWN MEMBER DESIGN CRITERIAFLOOR (DECKS)FLOOR (GAME ROOMS)ATTIC CEILING (NO STORAGE)WALL (BRITTLE FINISH)WALL (FLEXIBLE FINISH)L/240L/360L/360L/360L/360L/180L/180L/240L/240L/240L/240L/240L.L.D.L.L.L.ΔT.L.Δ20401540156015205105L/360L/360GENERAL DESIGN CRITERIABUILDING CODEDESIGN GUIDEASCE 7-16MEMBERROOF TOP CHORDROOF BOTTOM CHORDTRUSS MEMBER DESIGN CRITERIAFLOOR TOP CHORDFLOOR BOTTOM CHORDL/240L/240L/180L/180L/240L/240L.L.D.L.L.L.ΔT.L.Δ205401005L/360L/360a,ba.10 PSF FOR UNINHABITABLE ATTICS WITHOUT STORAGE (NOT MEETINGTHE REQUIREMENTS OF NOTE b).b.INCREASE TO 20 PSF (LIMITED STORAGE) WHEN TWO OR MOREADJACENT TRUSSES WITH WEB CONFIGURATIONS CAPABLE OFACCOMODATING AN ASSUMED RECTANGLE 42" IN HEIGHT x 24" INWIDTH, OR GREATER, WITHIN THE PLANE OF THE TRUSSES. NEED ONLYBE APPLIED WHERE BOTH OF THE FOLLOWING CONDITIONS ARE MET:*THE ATTIC AREA IS ACCESSIBLE FROM AN OPENING NOT LESS THAN20" IN WIDTH BY 30" IN LENGTH THAT IS LOCATED WHERE THECLEAR HEIGHT IN THE ATTIC IS A MIN. OF 30"; AND*THE BOTTOM CHORD PITCH IS < 2/12.c.INCREASE GAME ROOM LIVE LOADING TO 60 psf AND SPACE TRUSSES @MAX. 16" o/c.d.TRUSSES HAVE NOT BEEN DESIGNED TO SUPPORT PHOTOVOLTAIC (SOLARPANEL) SYSTEMS.MEAN ROOF HEIGHTWIND SPEED (VASD)SIMPSON LTT20BUPS N/AQT LTT20BATTACHMENT TOWOOD POSTHOLD DOWNSIMPSONUSPQTFASTENERSHOLD DOWN CONNECTOR SCHEDULE(10) .148" x 3"NAILS3/8" x 6" ATR-OR-3/8"x6" TITEN HD(8) 1/4"x1-1/2"SDS SCREWS(18) .162 x 2-1/2"NAILS5/8" x 12" ATR(26) .162 x 2-1/2"NAILS(20) 1/4" x 3"SDS SCREWS(36) 1/4"x2-1/2"SDS SCREWSHOLD-DOWN NOTES:1.3/8" ATR ANCHOR REQUIRES 2"x2"x1/4" WASHER FOR USE WITH LTT20B HOLD DOWN.2.PROVIDE MIN. 2-1/2" EDGE DISTANCE FROM CENTER OF ANCHOR TO SLAB EDGE FORALL HOLD DOWNS SPECIFYING A 3/8" ATR.3.PROVIDE MIN. 3" EDGE DISTANCE FROM CENTER OF ANCHOR TO SLAB EDGE FOR ALLHOLD DOWNS SPECIFYING A 5/8" ATR.4.PROVIDE MIN. 4" EDGE DISTANCE FROM CENTER OF ANCHOR TO SLAB EDGE FOR ALLHOLD DOWNS SPECIFYING A 7/8" OR 1" ATR.5.ALL ATR CONNECTIONS ARE EPOXIED CONNECTIONS TO THE FOUNDATION USINGSIMPSON "SET-XP" 2-PART EPOXY INSTALLED PER MANUFACTURER'S INSTRUCTIONS.6.FOR USP UPHD HOLD DOWNS, USE THE WS3 SCREWS PROVIDED TO ATTACH THE HOLDDOWN TO POST. FILL ALL HOLES.TRUSSES:cFLOOR (BALCONIES)L/2406015L/360WOOD:da.ROOF MEMBERS HAVE NOT BEEN DESIGNED TO SUPPORTPHOTOVOLTAIC (SOLAR PANEL) SYSTEMS.aATTACHMENT TO CONCRETE FOUNDATIONINTERIOR WALL(no slab edge)STEMWALL @EXTERIOR WALL3/8" x 6" ATR-OR-3/8"x6" TITEN HD3/8" x 6" ATR-OR-3/8"x6" TITEN HD3/8" x 6" ATR-OR-3/8"x6" TITEN HD3/8" x 4" ATR-OR-3/8"x6" TITEN HD3/8" x 4" ATR-OR-3/8"x6" TITEN HDMONO SLAB @EXTERIOR WALL5/8" x 15" ATR5/8" x 6" ATR5/8" x 12" ATR5/8" x 15" ATR5/8" x 6" ATR7/8" x 8" ATR7/8" x 16" ATR7/8" x 16" ATR1" x 10" ATR1" x 18" ATR1" x 20" ATR1, 2, 3, 4, 5, 6ABBREVIATIONS:SIMPSON DTT2ZUSP N/AQT N/ASIMPSON HTT4USP HTT4QT HDT45SIMPSON HDQ8USP UPHD8QT N/ASIMPSON HDU14USP UPHD14QT N/ASIMPSON HTT5USP HTT5QT HDT45INT.INTERIOREXT.EXTERIORE.O.R.ENGINEER OF RECORDCONT.CONTINUOUSCMUCONCRETE MASONRY UNITCLCENTERLINEBMBEAMFBCFLORIDA BUILDING CODEHDRHEADERMAX.MAXIMUMMIN.MINIMUMo/cON CENTEROSBORIENTED STRAND BOARDRSDRAISEDSPFGRADE #2 SPRUCE PINE FIRSYPGRADE #2 SOUTHERN YELLOW PINEw/WITHDSWDOUBLE SIDED SHEAR WALL - SEE FR PAGESSW-SHEAR WALL - SEE FR PAGESCLGCEILINGCSCOVER SHEETFDFOUNDATION SHEETFRFDDFOUNDATION DETAIL SHEETDLDEAD LOADLLLIVE LOADOPT.OPTIONALPCFPOUNDS PER CUBIC FOOTPSFPSIPOUNDS PER SQUARE INCHPOUNDS PER SQUARE FOOTSGSTUD GRADESCLSTRUCTURAL COMPOSITE LUMBERPTPRESSURE TREATED (TREATED FOR OUTDOOR USE)SSSTAINLESS STEELTYP.TYPICALU.N.O.UNLESS NOTED OTHERWISEw/oWITHOUTWWM/FWELDED WIRE MESH/FABRICFRAMING DETAIL SHEETΔDEFLECTIONATRALL-THREAD RODWSPWOOD STRUCTURAL PANELA.DETAIL, FABRICATE, AND OR ERECT STEEL ACCORDING TO BASIC"SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OFSTRUCTURAL STEEL BUILDINGS".B.STRUCTURAL STEEL SHALL BE ASTM A36, EXCEPT AS NOTED BELOW:·PIPE - ASTM A53, TYPE E OR S, GR. B·TUBE - ASTM A500C.ALL BOLTS, ANCHOR BOLTS, AND THREADED RODS SHALL BE ASTM F1554GRADE 36 UNLESS NOTED OTHERWISE.D.HEX NUTS AND COUPLERS USED FOR BOLTS, ANCHOR BOLTS, AND THREADEDRODS SHALL BE LOW CARBON STEEL AND MEET OR EXCEED THE CAPACITY OFTHE CORRESPONDING A36, SAE 1018 AND GRADE 2 BOLTS, ETC. HEX NUTSAND COUPLERS USED FOR HIGH STRENGTH BOLTS, ANCHOR BOLTS, ANDTHREADED RODS - ASTM A449 OR SIMILAR - SHALL BE HEAVY HEX ASTM A563GRADE DH.E.ALL WELDING SHALL BE BY A CERTIFIED WELDER IN ACCORDANCE WITH AWSD1.1.A.ALL MASONRY WORK SHALL BE IN ACCORDANCE WITH TMS 402/602-16 -BUILDING CODE REQUIREMENTS AND SPECIFICATION FOR MASONRYSTRUCTURES.B.CONCRETE MASONRY UNITS SHALL BE ASTM C90-14, HOLLOW LOAD-BEARINGCONCRETE MASONRY UNITS, TYPE 1, GRADE N-1, NORMAL WEIGHT, WITH AMINIMUM COMPRESSION STRENGTH OF 1900 psi (F'm=1500 psi).C.MORTAR SHALL CONFORM TO ASTM C270 AND BE OF TYPE S.D.GROUT WHEN SPECIFIED, SHALL CONFORM TO ASTM C476 WITH MINIMUM28 DAY COMPRESSIVE STRENGTH OF 3000 psi. GROUT SHALL BE MIXED TOPROVIDE A SLUMP BETWEEN 8"-11".E.PROVIDE PRE-CAST CONCRETE LINTELS OVER ALL OPENINGS PER STRUCTURALPLANS UNLESS NOTED OTHERWISE.F.LAP ALL VERTICAL REINFORCING A MINIMUM OF 20" FOR #4 BARS AND 25"FOR #5 BARS. ALL 90° HOOKS SHALL HAVE A MIN. BEND LENGTH OF 6" FOR#4 AND 7-1/2" FOR #5 INTO FOOTING UNLESS NOTED OTHERWISE.G.ALL CMU TO BE RUNNING BOND CONSTRUCTION.H.BRICK VENEER TIES SHALL BE NO. 9 U.S. GAGE WIRE OR NO. 22 U.S. GAGE x7/8" CORRUGATED AND SHALL HAVE A HOOK EMBEDDED IN THE MORTARJOINT. TIES SHALL BE SPACED NO MORE THAN 18 INCHES HORIZONTALLYAND VERTICALLY AND SHALL BE ATTACHED THROUGH THE WALL SHEATHINGTO THE WALL STUDS. TIES SHALL BE PLACED WITHIN 12" OF ALL WALLOPENINGS.SIZE OF STEEL ANGLENO STORYABOVEONE STORYABOVETWO STORIESABOVEL3x3x1/4L4x3x1/4L5x3-1/2x5/16L6x3-1/2x5/162-6x3-1/2x5/166'-0"8'-0"10'-0"14'-0"20'-0"6'-0"6'-0"8'-0"4'-6"9'-6"12'-0"4'-6"3'-0"7'-0"9'-6"NOTES:a.PROVIDE MIN. 4" LINTEL BEARING.b.LONG LEG OF ANGLE TO BE VERTICAL.c.CONTACT THIS OFFICE FOR OPENING WIDTHS > THOSE SHOWN.ALLOWABLE SPANS FOR MASONRY VENEER LINTELSA.ALL TRUSS ENGINEERING TO BE DESIGNED AND APPROVED BY DELEGATED TRUSS ENGINEER LICENSEDTO PERFORM ENGINEERING IN THE STATE OF FLORIDA.B.ALL ROOF/FLOOR TRUSS ENGINEERING TO MATCH LAYOUT(S) SHOWN ON THE FRAMING PLAN(S). ANYVARIATIONS FOUND SHOULD BE REPORTED TO THIS OFFICE PRIOR TO COMMENCING FOUNDATIONPOUR OR FRAMING.C.ALL TRUSSES TO BE DESIGNED TO MEET OR EXCEED THE WIND SPEED / EXPOSURE DESIGNATED IN THE"WIND DESIGN CRITERIA".D.ALL RIDGE, HIP RIDGE, AND HIP BLOCKING ("DOLLAR EATERS") TO BE MIN. 2x4 #3 SYP @ MAX. 24" o/cw/ (3) .131x3" TOENAILS/END.E.REFER TO TRUSS ENGINEERING OR TRUSS LAYOUT FOR ALL TRUSS TO TRUSS, BEAM, OR LEDGERCONNECTIONS. IF NO CONNECTION IS SPECIFIED, CONTACT THIS OFFICE IMMEDIATELY.F.REFER TO TRUSS ENGINEERING FOR ALL PLY TO PLY CONNECTIONS.G.TRUSS UPLIFTS REPORTED BY THE TRUSS DESIGN SOFTWARE SHOULD BE DISREGARDED. UPLIFTS HAVEBEEN CALCULATED BY THIS OFFICE AND ALL CONNECTIONS SPECIFIED ON THESE PLANS SHOULD BEFOLLOWED.H.TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING.REFER TO BCSI 1-03 PUBLISHED BY TPI AND WTCA PRIOR TO PERFORMING THESE FUNCTIONS.I.TOP CHORD OF ALL ROOF TRUSSES TO BE BRACED WITH ROOF SHEATHING PER SCHEDULE (SEE FRSHEETS) OR 2x4 #3 SPF PURLINS SPACED ACCORDING TO THE MAXIMUM SPACING ON THE TOP CHORDOF THE TRUSS ENGINEERING BENEATH PIGGYBACK TRUSSES, VALLEY TRUSSES, OR VALLEYOVERFRAMING PER DETAIL G/FR4 ABOVE. ATTACH PURLINS TO EACH INTERSECTING TOP CHORD w/ (2).131x3" NAILS.J.BOTTOM CHORD OF ALL ROOF TRUSSES TO BE BRACED WITH PROPERLY APPLIED DRYWALL CEILING OR2x4 #3 SPF PURLINS SPACED ACCORDING TO THE MAXIMUM SPACING ON THE BOTTOM CHORD OF THETRUSS ENGINEERING. ATTACH PURLINS TO EACH INTERSECTING BOTTOM CHORD w/ (2) .131x3" NAILS.SEE DETAIL F/FR3 FOR BRACING OF BOTTOM CHORDS AT PORCHES.K.PERMANENT TRUSS BRACING: WEB BRACING QUANTITY AND LOCATION TO BE INSTALLED ATLOCATIONS SHOWN ON THE TRUSS ENGINEERING. FOR MULTIPLE, IN-LINE WEBS REQUIRING BRACING,REFER TO OPTION 1 ON DETAIL K/FR4. FOR INDIVIDUAL TRUSS WEBS, L OR T BRACE PER OPTION 2 ONDETAIL K/FR4.A.ALL STRUCTURAL MEMBERS OF WOOD OR STRUCTURAL COMPOSITE LUMBER IN DIRECT GROUNDCONTACT TO BE PRESERVATIVE-TREATED WOOD CONFORMING TO AWPA STANDARD U1 AND M4 - USECATEGORY UC4A (UC5C IF IN CONTACT WITH SALT OR BRACKISH WATER).B.ALL STRUCTURAL MEMBERS OF WOOD OR STRUCTURAL COMPOSITE LUMBER IN EXPOSED TO WEATHEROR WITH THE POTENTIAL FOR EXPOSURE TO BE PRESERVATIVE-TREATED WOOD CONFORMING TO AWPASTANDARD U1 AND M4 - USE CATEGORY UC3A.C.ALL INTERIOR WOOD BASED MEMBERS IN DIRECT CONTACT WITH CONCRETE OR MASONRY TOCONFORM TO AWPA STANDARD U1 AND M4 - USE CATEGORY UC1.D.ALL METAL FASTENERS AND CONNECTORS EXPOSED TO WEATHER OR IN CONTACT WITH PRESERVATIVETREATED MATERIALS SHALL BE Z-MAX COATED, HOT DIPPED GALVANIZED, STAINLESS STEEL OROTHERWISE RATED BY THE MANUFACTURER FOR COMPATIBILITY WITH THE APPLICATION. THE EXTERIORAPPLICATION OF ANY MATERIAL TREATED WITH A PRESSURE PRESERVATIVE CONTAINING AMMONIASHALL REQUIRE THE EXCLUSIVE USE OF STAINLESS STEEL FASTENERS AND CONNECTORS. THE USE OFANY MATERIAL TREATED WITH THE PRESSURE PRESERVATIVE ACZA SHALL REQUIRE THE EXCLUSIVE USEOF STAINLESS STEEL FASTENERS AND CONNECTORS.E.STAINLESS STEEL AND ZINC-PLATED FASTENERS AND CONNECTORS MAY NOT BE COMBINED. USE ONLYSS FASTENERS WITH SS CONNECTORS. USE ONLY ZINC-PLATED FASTENERS WITH ZINC-PLATEDCONNECTORS.F.REGULAR INSPECTION AND MAINTENANCE OF WOOD, WOOD-BASED AND METAL PRODUCTS USED INOUTDOOR OR OTHER CORROSIVE ENVIRONMENTS OR APPLICATIONS IS NECESSARY FOR CONTINUED,LONG-TERM PERFORMANCE.CORROSION/DECAY RESISTANCE:A.ALL SOLID SAWN (SS) FRAMING LUMBER TO BE AS FOLLOWS:1.RAFTERS/JOISTS - #2 SYP2.WALL PLATES - #2 SYP, U.N.O.3.WALL HEADERS - #2 SYP4.WALL STUDS - #2 SPF, U.N.O.B.ALL ENGINEERED WOOD PRODUCTS (EWP) TO BE AS FOLLOWS:1.ALL SCL SPECIFIED BY THIS OFFICE TO BE AS FOLLOWS:a.BEAMS b. COLUMNS- LSL - 1.55E- LSL - 1.3E- LVL - 2.0E- LVL - 1.8E- PSL - 2.0E- PSL - 1.8E/2.0E (PER PLAN)2.ALL BEAMS PROVIDED BY OTHERS (e.g. DESIGNED IN CONJUNCTION WITH AFLOOR TRUSS SYSTEM) TO BE PER BEAM LIST ON FRAMING PLANACCORDING TO BEAM CALCULATIONS PROVIDED BY OTHERS. REFER TOBEAM CALCULATIONS FOR INFORMATION IDENTIFYING THE SCLMANUFACTURER, SIZE AND MATERIAL TO BE USED. IT IS IMPORTANT THATTHE BEAM INSTALLED MATCHES THE SIZE, MATERIAL, AND MATERIALMANUFACTURER SHOWN ON THE BEAM CALCULATION. SUBSTITUTINGANOTHER MANUFACTURERS MATERIAL, EVEN WITH MATCHINGPROPERTIES, IS NOT ALLOWED WITHOUT WRITTEN NOTICE FROM THISOFFICE.3.ALL I-JOISTS TO BE PERFORMANCE RATED I-JOIST (PRI) 40, U.N.O.4.ALL EWP TO BE INSTALLED PER MANUFACTURER's SPECIFICATIONS ANDINSTRUCTIONS.C.ALL SHEATHING TO BE AS FOLLOWS:1.SHEATHING SPECIFIED IS THE MINIMUM THICKNESS REQUIRED TO SUPPORTALL DESIGN LOADS WITHIN CODE LIMITATIONS. ARCHITECTURALSPECIFICATIONS, INCLUDING PRODUCT MANUFACTURER REQUIREMENTS ORA DESIRED HIGHER PERFORMANCE REQUIREMENT MAY REQUIRESHEATHING THICKER THAN THAT SPECIFIED ON THESE PLANS. FOLLOW THEMOST STRINGENT SHEATHING THICKNESS REQUIREMENT.2.ALL REFERENCES TO SHEATHING OR WOOD STRUCTURAL PANELS TO BE APAOR TECO RATED.3.ALL ROOF/FLOOR SHEATHING TO BE ORIENTED w/ STRENGTH AXIS (LONGDIMENSION) PERPENDICULAR TO SUPPORTS.4.ALL WALL SHEATHING PANEL EDGES TO BE BLOCKED w/ 2x SOLID MATERIAL,U.N.O.5.NOMINAL PANEL THICKNESS SPECIFIED ON PLAN TO BE AS FOLLOWS:a.7/16"------.437" THICKNESS - 24/16 SPAN RATINGb.15/32"------.469" THICKNESS - 32/16 SPAN RATINGc.19/32"------.594" THICKNESS - 40/20 SPAN RATINGd.23/32"------.719" THICKNESS - 48/24 SPAN RATINGD.ATTACH ALL STUD COLUMNS, JACK ASSEMBLIES, KING ASSEMBLIES, CORNERPOSTS, ETC. INCLUDING MULTI-PLY STUD MEMBERS AS FOLLOWS:1.2x4 POST - (1) ROW OF .131x3" NAILS @ 6" o/cSTAGGERED WITHIN 3/4" OF CENTERLINE OF POST.2.2x6 POST - (1) ROW OF .131x3" NAILS @ 4" o/cSTAGGERED 1-1/2" OFF STUD EDGE.3.2x8 POST - (1) ROW OF .131x3" NAILS @ 8" o/cALONG CENTERLINE AND (2) ADDITIONAL ROWSOF .131x3" NAILS @ 8" o/c 1-5/8" OFF STUD EDGE.E.WHERE NOT OTHERWISE SHOWN ON PLANS, ALL ATTACHMENTS SHALL BE ASINDICATED IN FBC TABLE 2304.10.1.F.ALL NAILS SHALL BE "COMMON", U.N.O. NAIL SIZES TO BE AS FOLLOWS:a.8d - .131"x2-1/2"c. 12d - .148"x3-1/4"b.10d - .148"x3"d. 16d - .162"x3-1/2"H.FASTENERS USED FOR ROOF APPLICATIONS TO BE CORROSION RESISTANT PERFBC 1506.5 (NAILS), 1506.6 (SCREWS), AND 1506.7 (CLIPS).I.USE OF TETRA GRIP (.113"x2-3/8") NAILS TO FASTEN FLOOR SHEATHING ISALLOWED AS NOTED BASED ON ESR-3071 DATED DECEMBER 2015.EWPENGINEERED WOOD PRODUCTS (PSL, LVL, LSL)WIND-BORNE DEBRIS CLASSIFICATIONFOUNDATION:A.THIS DESIGN HAS BEEN COMPLETED IN ACCORDANCE WITH PERTINENT STANDARDS, RECOMMENDEDDESIGN SOIL PARAMETERS, AND ACCEPTED ENGINEERING DESIGN PROCEDURES AND IS BASED ON THEBEST INFORMATION AVAILABLE AT THE TIME OF COMPLETION. THE DESIGN DOES NOT ANTICIPATEDIFFERENTIAL MOVEMENT RESULTING FROM SUBSURFACE CONDITIONS SUCH AS THE HEAVING OFEXPANSIVE SOIL OR DECOMPOSITION OF SUBSURFACE ORGANIC MATTER. SUBSURFACE EXPLORATIONCONDUCTED BY A QUALIFIED GEOTECHNICAL ENGINEERING FIRM MAY BE USED AT THE DISCRETION OFTHE BUILDING CONTRACTOR AND/OR BUILDING OFFICIAL AND ALL FINDINGS REPORTED TO THIS OFFICEFOR REVIEW. IN THE ABSENCE OF A GEOTECHNICAL ENGINEERS REPORT, THE E.O.R. DOES NOT ACCEPTLIABILITY FOR SUBSURFACE CONDITIONS WHICH MAY LEAD TO STRUCTURAL OR AESTHETIC DAMAGE TOTHE STRUCTURE.B.DESIGN HAS BEEN BASED ON A NON-EXPANSIVE SOIL WITH AN ALLOWABLE SOIL BEARING CAPACITY OF2000 psf, ACTIVE EFP = 30 pcf (LEVEL BACK SLOPE). NOTIFY THE ENGINEER OF RECORD AND CEASECONSTRUCTION IF ADVERSE OR OTHERWISE NON-CONFORMING CONDITIONS ARE FOUND TO EXIST.C.MINIMUM COMPRESSIVE DESIGN STRENGTH OF CONCRETE USED FOR FOUNDATION AND SLABS SHALL BE2500 psi @ 28 DAYS.D.ADJACENT SURFACES SHALL COMPLY WITH FBC R401.3 AND R403.1.7.E.BACKFILL ADJACENT TO FOUNDATION WALLS SHALL NOT BE PLACED UNTIL THE WALLS HAVE SUFFICIENTSTRENGTH AND HAVE BEEN ANCHORED TO THE FLOOR SYSTEM ABOVE OR ADEQUATELY BRACED TOPREVENT DAMAGE TO THE WALL. EXTREME CARE MUST BE USED THROUGHOUT CONSTRUCTION TOPREVENT MOVEMENT OF RETAINING/FOUNDATION WALLS UNTIL STRUCTURAL SYSTEM COMPLETION. ITIS THE RESPONSIBILITY OF THE CONTRACTOR TO ADEQUATELY SHORE THE WALLS THROUGHOUTCONSTRUCTION TO MAINTAIN THE INTEGRITY OF THE DESIGN. IF UNSURE WHAT COURSE OF ACTION TOTAKE IN ORDER TO PROVIDE ADEQUATE TEMPORARY BRACING/SHORING, CONTACT THE ENGINEER OFRECORD FOR ADDITIONAL CONSULTATION PRIOR TO PROCEEDING.F.FOOTINGS SHALL BEAR UPON UNDISTURBED SOIL OR UPON SOIL COMPACTED TO A DENSITY OF MIN. 95%OF MODIFIED PROCTOR MAXIMUM DRY DENSITY (ASTM-D 1557) FOR A DEPTH OF AT LEAST TWO FEET (2')BELOW THE BOTTOM OF THE FOOTING.G.ALL CONCRETE SLABS ON GRADE SHALL BE THE THICKNESS AS INDICATED ON THE DRAWINGS OVERMINIMUM 6 mil. POLYETHYLENE VAPOR RETARDER. SUCH SLABS SHALL BE REINFORCED WITH EITHER:··MICRO OR MACRO-SYNTHETIC FIBER REINFORCEMENT. FIBER LENGTHS SHALL BE 1/2" TO 2.25" INLENGTH. DOSAGE AMOUNTS SHALL BE FROM 0.75 TO 3.0 POUNDS PER CUBIC YARD INACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. SYNTHETIC FIBERS SHALLCOMPLY WITH ASTM C1116. THE MANUFACTURER OR SUPPLIER SHALL PROVIDE CERTIFICATION OFCOMPLIANCE WITH ASTM C1116 WHEN REQUESTED BY THE BUILDING OFFICIAL.··6x6 W1.4 x W1.4 WELDED WIRE REINFORCEMENT FABRIC LOCATED IN THE MIDDLE TO THE UPPER1/3 OF THE SLAB. WELDED WIRE REINFORCEMENT FABRIC SHALL BE SUPPORTED WITH APPROVEDMATERIALS OR SUPPORTS AT SPACING OF 3' OR LESS. WELDED PLAIN WIRE REINFORCEMENT FORCONCRETE SHALL CONFORM TO ASTM A1064/A1064 M CARBON-STEEL WIRE AND WELDED WIREREINFORCEMENT, PLAIN AND DEFORMED, FOR CONCRETE.H.FILL UNDER CONCRETE SLABS SHALL BE CLEAN SAND FREE OF DEBRIS AND OTHER DELETERIOUSMATERIAL. FILL SHALL BE COMPACTED TO A DENSITY OF AT LEAST 95% OF MODIFIED PROCTORMAXIMUM DRY DENSITY (ASTM-D 1557). FILL SHALL BE TREATED WITH TERMITE POISON BEFORE SLAB ISPLACED OR OTHER MEANS OF PROTECTING STRUCTURE FROM WDO's MUST BE INSTALLED AT LATERDATE.I.WHERE SHOWN, CORES OF BLOCK MASONRY SHALL BE FILLED WITH COARSE GROUT OR PEA GRAVELCONCRETE WITH THE MINIMUM COMPRESSIVE STRENGTH OF 2500 psi AT 28 DAYS.J.MINIMUM CONCRETE COVER FOR REINFORCEMENT SHALL BE AS FOLLOWS:·CONCRETE CAST AGAINST EARTH - 3"·FORMED CONCRETE EXPOSED TO EARTH OR WEATHER - 1 1/2"·INTERIOR SLABS, WALLS - 3/4".K.REINFORCING STEEL SHALL CONFORM TO ASTM A615 GRADE 40 LONGITUDINAL REINFORCING IN WALLSAND FOOTINGS SHALL BE CONTINUOUS AT CORNERS AND INTERSECTIONS. MATCHING CORNER BARSSHALL BE USED. MINIMUM LAP OF REINFORCING SHALL BE 25" FOR #5 BARS AND 20" FOR #4 BARS. ALL90° HOOKS SHALL HAVE A MIN. BEND LENGTH OF 6" FOR #4 AND 7-1/2" FOR #5 INTO FOOTING UNLESSNOTED OTHERWISE.L.ALL CONCRETE OPERATIONS, INCLUDING BUT NOT LIMITED TO MIX DESIGN, MIXING, TRANSPORTING,PLACING, REINFORCING DETAILING AND PLACING, CURING, AND TESTING SHALL BE DONE INACCORDANCE WITH THE REQUIREMENTS AND APPLICATION OF ACI 301, "SPECIFICATIONS FORSTRUCTURAL CONCRETE".130 mphENCLOSEDC< 30'7 (SHINGLE)7 (SHINGLE)101 mphNOTE: THIS STRUCTURE IS NOT LOCATED IN THE WIND-BORNEDEBRIS AREA. WINDOW PROTECTION IS NOT REQUIRED.25.624.523.021.727.726.725.123.834.232.129.026.725.624.523.021.720.619.122.821.224.321.220.619.125.627.734.225.6COVER SHEETBy Toni Gindlesperger at 11:03 am, Feb 16, 2023By Mike Jones at 11:17 am, Sep 27, 2023
----------NOTE----------THIS PLAN IS TO BE USED FORSTRUCTURAL FOUNDATIONREQUIREMENTS AND INTERIORBEARING FOOTING LOCATIONS.REFER TO THE ARCHITECTURAL PLANFOR SLAB DIMENSIONS.SEE SHEET FDDFOR FOUNDATIONDETAILS1.ALL FLATWORK CONTAINEDWITHIN THE BEARINGFOOTINGS SHOWN TO BE A 4"CONC. SLAB REINFORCED w/EITHER 6x6 10/10 WWM ORFIBERMESH ON 6 MIL VAPORRETARDER OVER TERMITETREATED, CLEAN, COMPACTEDFILL.2.SAWCUT FLAT WORK IN 15'x15'GRID, 1" DEEP WHILECONCRETE IS WORKABLE(WITHIN 12 HOURS OFPLACEMENT).3.STHD EMBED STRAPS REQUIREADDITIONAL FOUNDATIONREINFORCEMENT, SEE DETAIL5/FDD.4.FOR CHASE PENETRATIONS OFINTERIOR OR EXTERIORFOOTINGS, DEEPEN THEFOOTING THE DEPTH OF THEPENETRATION. FOR CHASEPENETRATIONS OFSTEMWALLS, GROUT SOLIDAROUND CHASE.FOUNDATION PLANSCALE: 1/4"=1'-0"11331313321143SEE DETAIL 6/FDD@ GARAGE DOOROPENINGSEE DETAIL 6/FDD@ GARAGE DOOROPENING311314'-3"7886'-2 1/2"14'-4"12'-5"5'-3"4'-2"
13'-4"
4'-10"14'-4"1'-8"88888111'-0"1'-5"24"x24"x16"w/ 3-#4/#5'sBOTH WAYS(SEE DETAIL B/FD1)12'-2"1'-0"10'-0"11'-0"9'-7 1/2"5'-7"42"x42"x16"w/ 4-#4/#5'sBOTH WAYS42"x42"x16"w/ 4-#4/#5'sBOTH WAYS9'-1 1/2"11"-OR-8NOTE: STEP DOWNTO BE FIELDDETERMINEDAFD120"x20"x16"w/ 2-#4/#5'sBOTH WAYS20"x20"x16"w/ 2-#4/#5'sBOTH WAYS20"x20"x16"w/ 2-#4/#5'sBOTH WAYS20"x20"x16"w/ 2-#4/#5'sBOTH WAYS11'-5"11'-5"AFD1EMBEDS REQUIREDSEE DETAIL 5/FDD.NOTE: TOP OFSTEMWALL HEADERCOURSE IS TO MATCHFINISHED FLOORELEVATION HEIGHT.NOTE: TOP OFSTEMWALL HEADERCOURSE IS TO MATCHFINISHED FLOORELEVATION HEIGHT.6'-5"36"x36"x16"w/ 4-#4/#5'sBOTH WAYS30"x30"x16"w/ 3-#4/#5'sBOTH WAYS42"x42"x16"w/ 4-#4/#5'sBOTH WAYS5'-9 1/2"
1'-1"30"x30"x16"w/ 3-#4/#5'sBOTH WAYS30"x30"x16"w/ 3-#4/#5'sBOTH WAYS5'-11"
2'-9 1/2"1815'-5"30"x30"x16"w/ 3-#4/#5'sBOTH WAYS36"x36"x16"w/ 4-#4/#5'sBOTH WAYS(SEE DETAIL B/FD1)10'-1"NOTE: AC PAD24"x24"x16"w/ 3-#4/#5'sBOTH WAYSSEE DETAIL A/FD1 @GARAGE RETURN.SEE DETAIL A/FD1 @GARAGE RETURN.24"x24"x16"w/ 3-#4/#5'sBOTH WAYS4'-10 1/2"11-OR-21-OR-22x12 #2 SYP DECKJOISTS @ 16" o/c w/LUS210 HANGERS @LEDGERS, TYP.2x12 #2 SYP PT LEDGERATTACHED TO STEMWALLw/ (2) ROWS OF 1/4"x3"TAPCONS @ 16" o/c.2x12 #2 SYP PT LEDGERATTACHED TO STEMWALLw/ (2) ROWS OF 1/4"x3"TAPCONS @ 16" o/c.2x12 #2 SYP PT LEDGERATTACHED TO STEMWALLw/ (2) ROWS OF 1/4"x3"TAPCONS @ 16" o/c.36"x36"x16"w/ 4-#4/#5'sBOTH WAYS(SEE DETAIL B/FD1)24"x24"x16"w/ 3-#4/#5'sBOTH WAYS(SEE DETAIL B/FD1)PER PLAN24" MIN.16"MAX. 8"PAD FOOTING PERPLAN. CENTER PAD ONPEDESTAL ABOVEFORM PEDESTAL TOSIZE OF FINISHEDCOLUMN.GRADEMIN. 8"DETAIL B: PIER FOOTING @ PAVERSSTEMWALL OFF-GRADE DECK EDGE DETAIL(MAX. 5 COURSES)10"12"MIN.GRADECONTINUOUS EXTERIOR STRIP FOOTING AS FOLLOWS:1-STORY: 16" WIDE w/ (2) #4 or (2) #5's2-STORY: 20" WIDE w/ (3) #4 or (2) #5's(FOR BRICK VENEER, ADD 4" TO FOOTING WIDTHS SHOWN)8" CMU w/ #4 OR #5 VERTICALS @ EACHCORNER, EACH SIDE OF EACH FOOTINGELEVATION CHANGE AND 48" o/cTHEREAFTER. BEND MIN. 12" INTO HEADERCOURSE. GROUT REINFORCED CELLS SOLID.HEADER COURSE w/(1) #4 OR #5 CONT.CFD1CFD1C8" CMU w/ #5 VERTICALS @ 16" o/cAND @ EACH CORNER. BEND MIN. 12"INTO HEADER COURSE. GROUTREINFORCED CELLS SOLID.CONTINUOUS EXTERIOR STRIP FOOTING ATGARAGE WALLS 36" WIDE w/ (1) #5 @ 16" o/cAND (3) #5's CONTINUOUS.CONCRETE SLABGRADEMAX PROJECTION OF CMUABOVE SLAB = 34"GARAGE STEMWALL DETAILHEADER COURSEw/ (1) #5 CONT.A8" MIN.12" MIN.EMBEDS REQUIREDSEE DETAIL 5/FDD.GRADE2x12 PT DECK JOISTSSPACED @ 16" o/c.LEDGERS & HANGERSPER PLAN.DECKING PER BUILDER SPEC.SECTION THROUGH EXTERIOR DECKDDFD1CONTINUOUS CMUSTEMWALL & FOOTING,FOLLOW DETAIL C/FD1REQUIREMNTS.2x12 RIMBLDR. TO SETDECK ELEV.·ALL MATERIAL TO BE #2 SYP ORBETTER·USE P.T. IF EXPOSED TO WEATHER·ALL FASTENERS TO BE HOTDIPPED GALVANIZED ORSTAINLESS IF EXPOSED.DECK FRAMING NOTESJ25178DUVAL CONSTRUCTION
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DUVAL COUNTYTPMMSFJRA---PRIOR VERSION DATESJOB NUMBERIN GOD WE TRUSTSHEETDESIGNED BY:DRAWN BY:CHECKED BY:MURRAYENGINEERING INCORPORATED157 HAMPTON PT DRIVE, STE. 3ST. AUGUSTINE - FL - 32092C.O.A. #26894 - (904) 342-8751This item has been digitally signedand sealed by Jesse R. Alexander onthe date below the seal. Printedcopies of this document are notconsidered signed and sealed and thesignature must be verified on anyelectronic copies.PROJECT ENGINEERJE
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OQUEMOREDER2/13/23FD1FOUNDATION PLAN
J25178DUVAL CONSTRUCTION
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PLAN: GOLDWASSER RESIDENCE
DUVAL COUNTYTPMMSFJRA---PRIOR VERSION DATESJOB NUMBERIN GOD WE TRUSTSHEETDESIGNED BY:DRAWN BY:CHECKED BY:MURRAYENGINEERING INCORPORATED157 HAMPTON PT DRIVE, STE. 3ST. AUGUSTINE - FL - 32092C.O.A. #26894 - (904) 342-8751This item has been digitally signedand sealed by Jesse R. Alexander onthe date below the seal. Printedcopies of this document are notconsidered signed and sealed and thesignature must be verified on anyelectronic copies.PROJECT ENGINEERJE
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CNENo 81327STATEOFFLRIDAOPROFESNSIOALENGI
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OQUEMOREDER2/13/23FDDOPTIONAL CONCRETE PEDESTALTO ELEVATE PORCH COLUMNS.MIN. WIDTH = 6"MAX. HEIGHT = 8"8" MIN.20" MAX.12" MIN.CONTINUOUS MONOLITHIC EXTERIORFOOTING AS FOLLOWS:1-STORY: 12" WIDE w/ (2) #4 or (2) #5's2-STORY: 16" WIDE w/ (3) #4 or (2) #5's8"10"12"MIN.12" MIN.45°VARIESOPTIONAL 8"x8" BRICKLEDGE W/ (1) #4 OR #5CONTINUOUS.8" CMU w/ #4 OR #5 VERTICALS @EACH CORNER, EACH SIDE OF EACHFOOTING ELEVATION CHANGE AND48" o/c THEREAFTER. BEND MIN.12" INTO SLAB. GROUTREINFORCED CELLS SOLID.CHAIR BLOCK w/ (1) #4OR #5 CONT.4" CONCRETE SLABGRADECONCRETE CURB TO BE BUILT UPTO FINISH FLOOR ELEVATION(MAX HEIGHT = 4" FOR 4" WIDTH)(MAX HEIGHT = 8" FOR 6" WIDTH)8" MIN.20" MAX.12" MIN.CONTINUOUS MONOLITHIC EXTERIORFOOTING AS FOLLOWS:1-STORY: 12" WIDE w/ (2) #4 or (2) #5's2-STORY: 16" WIDE w/ (3) #4 or (2) #5's8"45°OPTIONAL 8"x8" BRICKLEDGE w/ (1) #4 OR #5CONTINUOUS.GRADE4" CONCRETE SLABCONTINUOUS EXTERIOR STRIP FOOTING AS FOLLOWS:1-STORY: 16" WIDE w/ (2) #4 or (2) #5's2-STORY: 20" WIDE w/ (3) #4 or (2) #5's(FOR BRICK VENEER, ADD 4" TO FOOTING WIDTHS SHOWN)4" CONCRETE SLABGRADE10"12"MIN.8" CMU w/ #4 OR #5 VERTICALS @ EACHCORNER, EACH SIDE OF EACH FOOTINGELEVATION CHANGE AND 48" o/cTHEREAFTER. BEND MIN. 12" INTO HEADERCOURSE. GROUT REINFORCED CELLS SOLID.CONTINUOUS EXTERIOR STRIP FOOTING AS FOLLOWS:1-STORY: 16" WIDE w/ (2) #4 or (2) #5's2-STORY: 20" WIDE w/ (3) #4 or (2) #5's(FOR BRICK VENEER, ADD 4" TO FOOTING WIDTHS SHOWN)4" CONCRETE SLABGRADEMAX PROJECTION OF CMUABOVE SLAB = 16"10"8" CMU w/ #4 OR #5 VERTICALS @EACH CORNER, EACH SIDE OF EACHFOOTING ELEVATION CHANGE AND48" o/c THEREAFTER. BEND MIN.12" INTO SLAB. GROUTREINFORCED CELLS SOLID.CHAIR BLOCK w/ (1) #4OR #5 CONT.CONTINUOUS STRIP FOOTING AS FOLLOWS:1-STORY: 16" WIDE w/ (2) #4 or (2) #5's2-STORY: 20" WIDE w/ (3) #4 or (2) #5's(FOR BRICK VENEER, ADD 4" TO FOOTING WIDTHS SHOWN)4" CONCRETE SLABVARIES, SEE ARCH.GRADECONTINUOUS 8" FOOTINGw/(1) #4 or #5 CONT.8"PAD FOOTING SHOWN BEYONDFOR BEARING POSTS. SEE PLANFOR SIZE AND LOCATION.MONOLITHIC EXT. FOOTING DETAILSTEMWALL DETAIL (MAX. 5 EXPOSED COURSES)MONOLITHIC EXT. FOOTING DETAIL w/ CURBMONOLITHIC BEARING STEP DOWN DETAILMONOLITHIC PORCH EDGE DETAILSTEMWALL DETAIL w/ CURB (MAX. 5 EXPOSED COURSES)STEMWALL BEARING STEP DOWN DETAILSTEMWALL PORCH EDGE DETAIL (MAX. 5 COURSES)HEADER COURSE w/(1) #4 OR #5 CONT.10"12"MIN.SEE DETAIL 1-STEMWALLFOR WALL REQUIREMENTSFOLLOW DETAIL 1-STEMWALL REQUIREMENTSGRADEPAD FOOTING SHOWNBEYOND FOR BEARING POSTS.SEE PLAN FOR SIZE ANDLOCATION.EMBED STRAP(S) @ GARAGE OPENING DETAILTHICKENED EDGE @ GARAGE OPENINGNON-BEARING STEP DOWN DETAILINTERIOR BEARING FOOTING DETAILSTEPSTEP + 2"SLOPE FOR DRAINAGE ORPROVIDE 3/4" RECESS.8"12"45°CONTINUOUS FOOTING AS FOLLOWS:1-STORY: 16" WIDE w/ (2) #4 or (2) #5's2-STORY: 20" WIDE w/ (3) #4 or (2) #5's45°12" MIN.4" CONCRETE SLAB45°45°CONTINUOUS FOOTING w/ (1)#4 or #5 CONT.8" MIN.48" MAX.12" MIN.CONTINUOUS MONOLITHIC EXTERIORFOOTING AS FOLLOWS:1-STORY: 12" WIDE w/ (2) #4 or (2) #5's2-STORY: 16" WIDE w/ (3) #4 or (2) #5's9"45°OPTIONAL 8"x8" BRICKLEDGE W/ (1) #4 OR #5CONTINUOUS.4" CONCRETE SLABGRADE6"MIN.CONCRETE CURB TO BE BUILT UPTO FINISH FLOOR ELEVATION(MAX HEIGHT = 30").12" MIN.CONTINUOUS MONOLITHIC EXTERIORFOOTING AS FOLLOWS:1-STORY: 12" WIDE w/ (2) #4 or (2) #5's2-STORY: 16" WIDE w/ (3) #4 or (2) #5's8"45°OPTIONAL 8"x8" BRICKLEDGE w/ (1) #4 OR #5CONTINUOUS.GRADE4" CONCRETE SLABELEVATED MONOLITHIC EXT. FOOTING DETAILMONO DETAIL w/ ELEVATED CURB(1) #4 or #5 CONTINUOUS@ 3" FROM TOP.#4 or #5 VERTICALS @48" o/c BEND INTOFOOTING & LAPPED 6"WITH UPPER STEEL.(1) #4 or #5 CONTINUOUS@ 3" FROM TOP.#4 or #5 VERTICALS @ EACHCORNER, EACH SIDE OF ELEVATIONCHANGE, & 48" o/c THEREAFTER.BEND MIN. 12" INTO SLAB.OPTIONS: STEMWALL DETAIL 1 OR ELEVATED MONO DETAIL 9FINISH FLOOR ELEVATION12" MIN.TYPICAL LOAD BEARINGFOOTING, STEMWALLSHOWN, MONOLITHICAPPLIES AS WELL.POOL DESIGN BY OTHERSELEVATION OF POOL DECKEXPANSION JOINT45°TYP. FOOTING IN PROXIMITY TO POOLDETAIL IS ONLY REQUIRED WHEN SPECIFIED ON PLAN. APPLIES TO BOTH MONO & STEMWALLFOUNDATIONS.OPTIONS: STEMWALL DETAIL 2 OR ELEVATED MONO DETAIL 10OPTIONS: STEMWALL DETAIL 3OPTIONS: STEMWALL DETAIL 4OPTIONS: MONOLITHIC DETAIL 1 OR ELEVATED MONO DETAIL 9CONTACT E.O.R. FOR STEMWALLS OVER 5 EXPOSED COURSESOPTIONS: MONOLITHIC DETAIL 2 OR ELEVATED MONO DETAIL 10CONTACT E.O.R. FOR STEMWALLS OVER 5 EXPOSED COURSESOPTIONS: MONOLITHIC DETAIL 3OPTIONS: MONOLITHIC DETAIL 4MONOLITHICSTEMWALLTHIS DETAIL APPLIES TO ALL PROJECTS WHERE FOOTINGIS IN PROXIMITY TO POOL.STRAP @ EA. END OF WALL AS FOLLOWS:·0"- 8" CURB HEIGHT:STHD14 EMBED STRAPS·8"-16" CURB HEIGHT:STHD14RJ EMBED STRAPS·ABOVE 16" HEIGHT or IN LIEU OF EMBEDS: USEMSTCM40 FLAT STRAPS w/ (14) 1/4"x2-1/4" TITENSTO CMU/FOOTING AND (26) 16d SINKERS TO FRAME.432143215678910EMBEDMENTLINELOCATE ONE 24" #4OR #5 REBAR WITHINSHEAR CONE.1/2" MIN.LOCATE ONE 24"#4 OR #5 REBARWITHIN HATCHEDAREA.℄CENTER FOOTING ON LOADBEARING WALL ABOVE.45°OPTIONAL CONCRETE CURB TO BEBUILT UP TO FINISH FLOORELEVATION(MAX HEIGHT = 4" FOR 4" WIDTH)(MAX HEIGHT = 8" FOR 6" WIDTH)CONTINUOUS FOOTING AS FOLLOWS:1-STORY: 16" WIDE w/ (2) #4 or (2) #5's2-STORY: 20" WIDE w/ (3) #4 or (2) #5's45°12" MIN.VARIES, SEE ARCH.8"OPTION 212" MIN.45°OPTION 1℄CENTER OFWALL ABOVE.℄CENTER FOOTING ON LOADBEARING WALL ABOVE.OPT: WHERE CURBS ARE SHOWNTO BE BUILT UP TO FINISH FLOORELEVATION(MAX HEIGHT = 4" FOR 4" WIDTH)(MAX HEIGHT = 8" FOR 6" WIDTH)24" MIN.(1) #5 VERTICAL (SEE DETAIL1/FDD FOR DETAILS) EACH SIDE OFCOURSE HEIGHT CHANGE.TYPICAL FOUNDATION.SEE DETAIL 1/FDD FORADDITIONALINFORMATION.TYP. STEPPED FOOTING DETAILSTEP WALL IN MASONRYCOURSES, 16" MAX.45°DETAIL TO BE FOLLOWED WHERE SLOPING GRADES REQUIRESFOOTING TO BE STEPPED.OPTIONAL CONCRETE PEDESTALTO ELEVATE PORCH COLUMNS.MIN. WIDTH = 6"MAX. HEIGHT = 8"
J25178DUVAL CONSTRUCTION
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DUVAL COUNTYTPMMSFJRA---(1) MSTA18 @ HDR TO JACK POSTw/ (1) LTT20B @ BASE.HEADER CONNECTIONSID(2) MSTA24's @ HDR TO JACK POSTw/ (1) HTT4 @ BASE.CONNECTION(2) SDWC15600's @ KING TO TOPPLATE AND (2) SDWC15450's @KING TO SHOE PLATE w/ (1)ADJACENT 1/2"x6" TITEN HD.SEE PAGE FR2 FOR ALL INTERIOR WALL DETAILSSTUD TO TOP
PLATE
SDWC15600
STUD TO
SHOE PLATE
SDWC15450
SHOE PLATE
TO MEMBER
BELOW
SDWC15450(1) @ 24"o/c1/2"x6"
TITEN HD48"o/cWALL HATCH
INTERIOR WALLSN/AN/AN/AN/ANO HATCH(1) @ 32"o/c(1) @ 16"o/c(2) @ 24"o/c48"o/c(1) @ 32"o/c(1) @ 16"o/cSEE PAGE FR1 FOR ALL EXTERIOR WALL DETAILSSW6 - (1)CS16 - HTT4SHEARWALL ID1plySW63plySW324" o/c16" o/cNO ID OR SW-GYP1ply42" o/cHOLD DOWN@ BASE OF 1stFLOOR.ID1/2"x6" TITENHD SPACINGEND POSTHOLD DOWN TOMEMBER BELOWEXTERIOR WALLS / SHEAR WALLSFLOOR/FLOOR CONNECTIONS IF APPLICABLE123ALL INTERIOR WALLS TO BE FRAMED w/ MIN.2x4 #2 SPF STUDS @ 16" o/c, U.N.O.INTERIOR WALL STUDSALL EXTERIOR WALLS TO BE FRAMED w/ MIN.2x6 #2 SPF STUDS @ 16" o/c, U.N.O.EXTERIOR WALL STUDSSTRUCTURAL PLANSCALE: 1/4"=1'-0"GIRDER/BM CONNECTIONS@ WALL@ OPENINGID(2) SDWC15600's @MEMBER TO TOP PLATE.(2) SDWC15600's TOPPLATE TO STUD.(2) SDWC15450's @ SHOEPLATE TO STUD.(1) ADJACENT TITEN HD.(1) HTS20@ MEMBERTO HDR.(2) SDWC15600's @MEMBER TO TOP PLATE.(2) SDWC15600's TOPPLATE TO STUD.(1) LTT20B @ BASE(1) HTS20@ MEMBERTO HDR.(1) LGT3 or (2) HTS20's@ MEMBER TO POST.(1) HTT4 @ BASE.(1) LGT3 or(2) HTS20's@ MEMBERTO HDR.(3) HTS20's @ MEMBERTO POST.(1) HTT4 @ BASE.(3) HTS20's@ MEMBERTO HDR.LOCATE (1) TITEN HDBELOW MEMBER.-NOTE: ADD SCABS TO TRUSS AS REQUIRED TOACHIEVE 2ply FOR LGT2 OR 3ply FOR LGT3.USE 2x4x24" #2 SYP MIN. AND ATTACH EACHPLY w/ (10) .131x3" NAILS.1.11(1) LGT2 or (2) HTS20's@ MEMBER TO POST.(1) DTT2Z @ BASE.1(1) LGT2 or(2) HTS20's@ MEMBERTO HDR.1ABCDET1st FLOORGARAGE DOOR D.P.+22.5 / -25.5GARAGE DOOR D.P.+22.5 / -25.5SW6-HTT4SW6-HTT4(2)2x10 RIDGE (2)2x12-1/2(2) SDWC15600's @ RIDGE TO2ply POST w/ (1) CSHP18 @BASE OF POST TO HDR BELOW.2x8 RAFTERS@ 24" o/c2x8 RAFTERS@ 24" o/c(2)2x4-1/1(2)2x4-1/1 (1) HU/HUC210-2HANGER @ RIDGETO T017 TRUSSVERTICAL.SW6-HTT4T(2)2x6-1/1(2)2x6-1/1(2)2x4-1/1(2)2x6-1/1 (2)2x10-2/132CC4plyPOST E2plyPOSTSW3-HDQ8SEE DETAIL A/FR2,OPTION 2. ATTACH ROOFTRUSS TO TOP PLATE w/SDWC15600's @ 12" o/c.FRAME SW3 SHEAR WALLPRIOR TO FRAMINGPERPENDICULAR WALL.(2)2x8-3/1
2A4plyPOST(1) 36" 2x6 #2 SYP BEARINGBLOCK ATTACHED TO (1) SIDE OFGIRDER w/ (2) ROWS OF .131x3"NAILS @ 3" o/c (STAGGER ROWS).2x4 #2 SPF STUDS @8" o/c or 2x6 #2 SPFSTUDS @ 16" o/c3plyPOST(2)2x6-1/1SW6-HTT4 (2)2x6-1/1SW3-HTT4SEE DETAIL B/FR2(2) 1-3/4"x11-1/4" LVL-2/2SEE PORTAL FRAMEDETAIL P/FR3NOTE: (2) MSTA24's@ HDR TO JACKPOST REQUIRED.6x6 POSTSEE DETAILF/FR3.6x6 POSTSEE DETAILF/FR3.6x6 POSTSEE DETAILF/FR3.6x6 POSTSEE DETAILF/FR3.SWX-DTT2ZSEE DETAIL S/S2(2)2x6-1/1 2x10 #2 SYP LEDGERATTACHED TO EACH STUDw/ (3) 1/4"x3" SDS SCREWS.(3)2x12(3)2x12(3)2x122x8 BALCONY JOISTS @ 16" o/cw/ LUS28 HANGERS @ LEDGER.SEE BALCONY FRAMINGDETAIL B/S1.(2)2x8-1/1(2)2x8-1/12x4 #2 SPF STUDS@ 12" o/c.SW3-HDQ8
SEE DETAIL B/FR2BALLOON FRAME TWO-STORYWALL w/ 2x6 #2 SPF/SYPSTUDS @ 12" o/c.(2) 1-3/4"x11-1/4" LVL-2/2NOTE: (2) MSTA24's@ HDR TO JACKPOST REQUIRED.SW3-HTT42x4 #2 SPF STUDS@ 12" o/c.SEE DETAIL B/FR2SW3-HTT4SEE DETAIL B/FR2(2)2x6-1/1(2)2x6-1/1(2)2x6-1/12x6 #2 SYP LEDGERATTACHED TO EACHSTUD/TRUSS VERTICALw/ (5) .131x3"NAILS.BEAM SCHEDULEBM1(2)1-3/4"x5-1/2"LVL (2.0E)NOTE 1LABELBEAM TYPENOTESBEAM SCHEDULE NOTES:1.FASTEN PLIES PER TYPICAL DETAIL E/FRD.5plyPOST2x6 FLOORJOISTS @ 24".A2plyPOSTBM1
(2)2x6-1/1(2)2x6-1/1
2x6 FLOOR JOISTS@ 24" o/c.D2plyPOSTD3-1/2"x11-1/4" 2.0EPARALLAM PSL POSTSW3-HDQ8(2) MSTA24's @HDR TO JACK POST.SEE BRICK OVERROOF DETAIL ONSHEET S1.NOTE: CANTILEVERPORCH HDR TOSUPPORT TRUSST025 ABOVE.6x6 POSTSEE DETAILF/FR3.6x6 POSTSEE DETAILF/FR3.6x6 POSTSEE DETAILF/FR3.6x6 POSTSEE DETAILF/FR3.(3)2x12(2) 1-3/4"x11-1/4" LVLBALLOON FRAME VAULTEDGABLE WALL TO UNDERSIDE OFOUTLOOKERS w/ 2x6 #2 SPFSTUDS @ 16" o/c.3DE(3) 1-3/4"x20" LVL-5/1IT IS ALLOWABLE TO CUT EACHPLY OF TOP PLATE TO RAISEHDR. IF CUT, HORIZONTALLYATTACH EACH PLY OF TOPPLATE TO HDR w/ (1) MSTA24.(1) 60" 2x6 #2 SYPBEARING BLOCKATTACHED TO EACHSIDE OF GIRDER w/(2) ROWS OF .131x3"NAILS @ 3" o/c(STAGGER ROWS).(2)2x6-1/1
(2)2x6-1/1 OVERFRAME PERDETAIL G/FR3.(2)2x6-1/1(2)2x4-1/1(3) MSTA24's @ HDRTO JACK POST w/ (1)HTT5 @ BASE.1111BALLOON FRAME VAULTEDGABLE WALL TO UNDERSIDEOF OUTLOOKERS w/ 2x6 #2SPF STUDS @ 16" o/c.(2)2x6-2/4-CONTINUOUS2ply JACK POST BETWEENEACH WINDOW/DOOR.CONV. FRAMING NOTESMEMBER.131x3" TOENAILS32x452x672x892x10112x12·ALL MATERIAL #2 SYP·ATTACH EACH MEMBER TOINTERSECTING MEMBER (e.g.RAFTER TO RIDGE) AS FOLLOWS:·2x6 #2 SYP COLLAR TIES @ 48" o/cw/ (5) .131x3" NAILS PER END OR(1) MSTA24 RAFTER TO RAFTEROVER AND CENTERED ON RIDGE·ALL OVERFRAMING TO BE BRACEDTO ROOF BELOW PER DETAIL F/FRD·INDICATES DIRECTION OF RAFTERS(1) SDWC15600 @RIDGE TO 2ply POST w/(1) CSHP18 @ BASE OFPOST TO HDR BELOW.PLATFORM FRAME CHIMNEY WALLS IN MAX. 8' SECTIONS.PROVIDE CONTINUOUS TOP PLATES BETWEEN EACHSECTION (NO SPLICES). ATTACH CORNER POST TO CORNERPOST BELOW w/ (1) MSTA24 ACROSS ANY TOP PLATEBREAKS. SEE DETAIL H/FR3 FOR CHIMNEY OVERFRAMING.ROOF DECK MUSTBE MIN. 1/16"CLEAR OF ANGLE.ROOF FRAMING2ply 2x WALLSTUDS @ 12" o/cMIN. (SEE PLANFOR SIZE ANDSPACING)L6x4x5/16"STEEL ANGLE (w/ 6" LEGORIENTED VERTICALLY)ATTACHED TO EACH2ply POST w/ (2)7/16"x4" LAG SCREWS.BRICK VENEERMAX HEIGHT ABOVE ROOFDECK = 16'-0". MAX BRICKWEIGHT = 39 PSF.NOTE: FOR ROOF PITCHES GREATER THAN 7/12BUT NOT MORE THAN 12/12 SHALL HAVE3"x3"x1/4" STEEL PLATE STOPS WELDED TOTHE ANGLE AT 24" o/c ALONG THE ANGLE.1" SEE FBC R703.8.2.1.ADDITIONAL HEIGHT OF BRICK VENEERACCOUNTED FOR IN ENGINEERING DESIGN.NOTE: WALL AND BRICKFLASHING/WEEP HOLES TO BEDESIGNED BY OTHERS.BRICK OVER ROOF DETAIL12-22-21HHUS46 HANGER @BEAM TO GIRDEREND VERTICALNOTE: SW ENDPOST TO BE #2 SYP.SEE DETAIL B/FR2CAT(3) 1-3/4"x11-1/4" LVLBBCSEE BRICK OVERROOF DETAIL ONSHEET S1, TYP.(1)2x10 RIDGE
2x8 RAFTERS@ 24" o/c2x8 RAFTERS@ 24" o/cSW PER PLAN.FRAME SHEAR WALLTO 10'-7-7/8" HEIGHT.PROVIDE 1/4" PER FOOTSLOPE TO JOISTS FOR PROPERBACLONY DRAINAGE, TYP.2x8 BALCONY JOISTINSTALL 2x8 #2 SYPSOLID BLOCKINGBETWEEN EACHBALCONY JOIST.TRIM TO MATCHJOIST DEPTH.ATTACH SOLIDBLOCKING TO SW TOPPLATE w/ .131x3"TOENAILS @ 3" o/c.ATTACH BALCONY SHEATHINGTO SOLID BLOCKING w/ 10dNAILS @ 3" o/c.SHEATH THIS SIDE OFFLOOR TRUSS PERSW3 REQUIREMENTS.2x12 #2 SYP LEDGERATTACHED TO TRUSS TOPCHORD w/ 1/4"x3-1/2" SDSSCREWS @ 6" o/c AND TOEACH INTERSECTING TRUSSWEB w/ (1) 1/4"x3-1/2" SDSSCREW BETWEEN CENTERAND BASE OF LEDGER.4" MAX. STEPDOWN BETWEEN 2ndFLOOR & BALCONY SHEATHING.LUS28 HANGER @BALCONY JOISTTO 2x12 LEDGER.TRUSS FT13DETAIL A: PORCH SHEARWALLTO FLOOR TRUSS BRACINGNOTE: JOIST MAYBE TRIMMED TO5-1/2" DEPTH, MIN.(1) SDWC15600SCREW @ EACHJOIST TO HDR. 2x10 #2 SYP LEDGERATTACHED TO EACH STUDw/ (3) 1/4"x3" SDS SCREWS. 2x10 #2 SYP LEDGERATTACHED TO EACH STUDw/ (3) 1/4"x3" SDS SCREWS.NOTE: DO NOTINSTALL TRUSS FT12.SEE DETAIL A/S1PORCH SHEAR WALLBRACING.S1AA23/32 MIN. FLOOR SHEATHING(WATERPROOFING, FLASHING, AND ALLMOISTURE PREVENTATIVE DETAILS BYARCHITECT AND/OR BUILDER2x FLOOR SYSTEM PER PLAN.NOTE: ADDITIONAL FRAMINGMAY BE REQUIRED FORGUARDRAIL INSTALLATION.CONSULT RAILING MFG.INSTALL REQUIREMENTS.DETAIL B: BALCONY FRAMING DETAILHEADER PER PLAN(1) SDWC15600 SCREW@ EACH JOIST TO HDR·CONTACT THIS OFFICE FOR ADDITIONAL REQUIREMENTSIF DECK FRAMING IS TO BE EXPOSED TO THE ELEMENTS.·ALL MATERIAL #2 SYP.·DECK IS DESIGNED FOR:60 psf LIVE LOAD APPLIED TO TOP OF FLOOR SYSTEM30 psf DEAD LOAD APPLIED TO TOP OF FLOOR SYSTEM5 psf DEAD LOAD APPLIED TO BOTTOM OF FLOOR SYSTEM·BUILDER IS RESPONSIBLE FOR THE DESIGN ANDAPPLICATION OF ALL REQUIRED WATERPROOFING.NOTES2x #2 SYP LEDGER ATTACHEDTO WALL FRAMING PER PLANOVER WALL SHEATHING.HANGERPER PLANPROVIDE 1/4" PER FOOTSLOPE TO PROPERDRAINAGEFULL DEPTH #2 SYPRIBBON BOARD w/ (2) 10dNAILS INTO EACH JOIST.SEE PORTAL FRAMEDETAIL P/FR32x8 BALCONY JOISTS@ 16" o/c w/ LUS28HANGERS @ LEDGER.SEE DETAIL A/S1.-OR-3ply 2x6POST(3) 1-3/4"x16" LVL-2/2VERTICAL 2x12 SCAB SHAPEDTO MATCH TRUSS PROFILEATTACHED TO TRUSS TOPCHORD AND WEBS w/ .131x3"NAILS @ 3" o/c, 15 NAILS MIN.RIDGE TO 2x12SCAB w/ (1)LUS210 HANGER.(2) MSTA24's @ PORCHHEADER TO POST.ATTACH EACHBALCONY TRUSSTO PORCH HEADERw/ (1) SDWC15600.(2)2x6-1/1PRIOR VERSION DATESJOB NUMBERIN GOD WE TRUSTSHEETDESIGNED BY:DRAWN BY:CHECKED BY:MURRAYENGINEERING INCORPORATED157 HAMPTON PT DRIVE, STE. 3ST. AUGUSTINE - FL - 32092C.O.A. #26894 - (904) 342-8751This item has been digitally signedand sealed by Jesse R. Alexander onthe date below the seal. Printedcopies of this document are notconsidered signed and sealed and thesignature must be verified on anyelectronic copies.PROJECT ENGINEERJE
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OQUEMOREDER2/13/23S1STRUCTURAL PLAN
(1) MSTA18 @ HDR TO JACK POSTw/ (1) LTT20B @ BASE.HEADER CONNECTIONSID(2) MSTA24's @ HDR TO JACK POSTw/ (1) HTT4 @ BASE.CONNECTION(2) SDWC15600's @ KING TO TOPPLATE AND (2) SDWC15450's @KING TO SHOE PLATE w/ (1)ADJACENT 1/2"x6" TITEN HD.SEE PAGE FR2 FOR ALL INTERIOR WALL DETAILSSTUD TO TOP
PLATE
SDWC15600
STUD TO
SHOE PLATE
SDWC15450
SHOE PLATE
TO MEMBER
BELOW
SDWC15450(1) @ 24"o/c1/2"x6"
TITEN HD48"o/cWALL HATCH
INTERIOR WALLSN/AN/AN/AN/ANO HATCH(1) @ 32"o/c(1) @ 16"o/c(2) @ 24"o/c48"o/c(1) @ 32"o/c(1) @ 16"o/cSEE PAGE FR1 FOR ALL EXTERIOR WALL DETAILSSW6 - (1)CS16 - HTT4SHEARWALL ID1plySW63plySW324" o/c16" o/cNO ID OR SW-GYP1ply42" o/cHOLD DOWN@ BASE OF 1stFLOOR.ID1/2"x6" TITENHD SPACINGEND POSTHOLD DOWN TOMEMBER BELOWEXTERIOR WALLS / SHEAR WALLSFLOOR/FLOOR CONNECTIONS IF APPLICABLE123ALL INTERIOR WALLS TO BE FRAMED w/ MIN.2x4 #2 SPF STUDS @ 16" o/c, U.N.O.INTERIOR WALL STUDSALL EXTERIOR WALLS TO BE FRAMED w/ MIN.2x6 #2 SPF STUDS @ 16" o/c, U.N.O.EXTERIOR WALL STUDSSTRUCTURAL PLANSCALE: 1/4"=1'-0"GIRDER/BM CONNECTIONS@ WALL@ OPENINGID(2) SDWC15600's @MEMBER TO TOP PLATE.(2) SDWC15600's TOPPLATE TO STUD.(2) SDWC15450's @ SHOEPLATE TO STUD.(1) ADJACENT TITEN HD.(1) HTS20@ MEMBERTO HDR.(2) SDWC15600's @MEMBER TO TOP PLATE.(2) SDWC15600's TOPPLATE TO STUD.(1) LTT20B @ BASE(1) HTS20@ MEMBERTO HDR.(1) LGT3 or (2) HTS20's@ MEMBER TO POST.(1) HTT4 @ BASE.(1) LGT3 or(2) HTS20's@ MEMBERTO HDR.(3) HTS20's @ MEMBERTO POST.(1) HTT4 @ BASE.(3) HTS20's@ MEMBERTO HDR.LOCATE (1) TITEN HDBELOW MEMBER.-NOTE: ADD SCABS TO TRUSS AS REQUIRED TOACHIEVE 2ply FOR LGT2 OR 3ply FOR LGT3.USE 2x4x24" #2 SYP MIN. AND ATTACH EACHPLY w/ (10) .131x3" NAILS.1.11(1) LGT2 or (2) HTS20's@ MEMBER TO POST.(1) DTT2Z @ BASE.1(1) LGT2 or(2) HTS20's@ MEMBERTO HDR.1ABCDET2nd FLOOR6x6 POST w/ (1) CSHP18TO POST BELOW. SEEDETAIL F/FR3.(3)2x12(3)2x12
(3)2x126x6 POST w/ (1) CSHP18TO MEMBER BELOW.SEE DETAIL F/FR3.(3)2x12
(3)2x12(2)2x8-1/1E4plyPOST(1) CSHP18 @FLOOR TO FLOOR.E2plyPOST(1) CSHP18 @FLOOR TO FLOOR.SW6-(2)CSHP18's-HTT4(3)2x6-1/1A(2)2x4-1/1(2)2x6-1/1(3)2x6-1/1ASW3-(3)CSHP18's-STHD14SW3-(2)CSHP18's-STHD14(2)2x6-1/1A(2)2x10(2)2x10(2)2x10(2)2x6-1/1(3)2x6-1/1SW3-(3)CSHP18's-STHD14WHERE APPLICABLESW3-(2)CSHP18's-STHD14(2)2x6-1/1ANO HDR REQ.NO HDR REQ.(2)2x6-1/1(2)2x4-1/1(2)2x4-1/1BALLOON FRAME TWO-STORYWALL w/ 2ply 2x6 #2 SPF/SYPSTUDS @ 12" o/c.(2)2x4-1/1 SW6-(2)CSHP18's(3)2x6-1/1A(2)2x10-2/1
(2)2x8-2/11(1) CSHP18 @FLOOR TO FLOOR.6x6 POST w/ (1) CSHP18TO PORCH POST BELOW.SEE DETAIL F/FR3.6x6 POST w/ (1) CSHP18TO PORCH POST BELOW.SEE DETAIL F/FR3.6x6 POST w/ (1) CSHP18TO PORCH POST BELOW.SEE DETAIL F/FR3.S2G45°MAX.(5) .131x3" NAILS@ 2x6 BRACE TOTRUSS VERTICAL.ATTACH EACHOUTLOOKER TO GABLETRUSS w/ (1) H2.5A2x BLOCKING BETWEENALL OUTLOOKERS ABOVETOP CHORD TOENAILED@ 6" o/c2x4 #2 SYPOUTLOOKERS @ 24" o/c(MAX 24" RAKE).OUTLOOKERS NOTREQUIRED FOR GABLERAKES 9" OR LESS.GABLE END TRUSSBRACING AS SPECIFIEDBY DELEGATED TRUSSENGINEERING.CL(6) .131x3" NAILS.2x4 #2 SYPBLOCKING @BRACE LEGATTACHED TOTOP CHORD w/(3) .131x3"NAILS.2x6 #2 SYP BRACE @ PEAK, 4'EACH SIDE OF PEAK, AND 6' o/cTHEREAFTER. ADD 2x4 #2 SYPT-BRACE TO ANY BRACEGREATER THAN 9' IN LENGTHw/ .131x3" NAILS @ 6" o/c.10-6-21DETAIL G: BOSTON HIP GABLE BRACING DTLWHERE APPLICABLEWHERE APPLICABLEWHERE APPLICABLEWHERE APPLICABLE LUS210-3 HANGER@ PORCH HDR TOCANTILEVEREDPORCH HDR.NON-BEARING COLUMNBELOW HEADERS.A11ATTACH WALL SHEATHING TOFRAMING w/ 3"o/c EDGE /12"o/c FIELD 8d NAILING.SWXTITEN HD's @ 16" o/c2ply 2x @HEADER/HEADPLATE HEIGHT(2) CS16's FROM WALL CORNERTO CORNER. FILL ALL NAIL HOLES.3ply END POSTPLACE HEADER @ TOP OFOPENING OR PROVIDE 2ply2x HEAD PLATE @ TOP OFOPENING FOR COILSTRAPPING.PLACE HEADER @ TOP OFOPENING OR PROVIDE 2ply2x HEAD PLATE @ TOP OFOPENING FOR COILSTRAPPING.2ply 2x @HEADER/HEADPLATE HEIGHT2ply 2x @WINDOWSILL HEIGHTATTACH WALL SHEATHING TOFRAMING w/ 3"o/c EDGE /12"o/c FIELD 8d NAILING.2ply 2x @HEADER/HEADPLATE HEIGHT3ply END POST2ply 2x @WINDOWSILL HEIGHT2ply 2x @WINDOWSILL HEIGHT(2) CS16's FROM WALL CORNERTO CORNER. FILL ALL NAIL HOLES.DETAIL S: SWX DETAIL LUS210-3 HANGER@ PORCH HDR TOCANTILEVEREDPORCH HDR.J25178DUVAL CONSTRUCTION
309 PLAZA ROAD
PLAN: GOLDWASSER RESIDENCE
DUVAL COUNTYTPMMSFJRA---PRIOR VERSION DATESJOB NUMBERIN GOD WE TRUSTSHEETDESIGNED BY:DRAWN BY:CHECKED BY:MURRAYENGINEERING INCORPORATED157 HAMPTON PT DRIVE, STE. 3ST. AUGUSTINE - FL - 32092C.O.A. #26894 - (904) 342-8751This item has been digitally signedand sealed by Jesse R. Alexander onthe date below the seal. Printedcopies of this document are notconsidered signed and sealed and thesignature must be verified on anyelectronic copies.PROJECT ENGINEERJE
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CNENo 81327STATEOFFLRIDAOPROFESNSIOALENGI
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OQUEMOREDER2/13/23S2STRUCTURAL PLAN
J25178DUVAL CONSTRUCTION
309 PLAZA ROAD
PLAN: GOLDWASSER RESIDENCE
DUVAL COUNTYTPMMSFJRA---PRIOR VERSION DATESJOB NUMBERIN GOD WE TRUSTSHEETDESIGNED BY:DRAWN BY:CHECKED BY:MURRAYENGINEERING INCORPORATED157 HAMPTON PT DRIVE, STE. 3ST. AUGUSTINE - FL - 32092C.O.A. #26894 - (904) 342-8751This item has been digitally signedand sealed by Jesse R. Alexander onthe date below the seal. Printedcopies of this document are notconsidered signed and sealed and thesignature must be verified on anyelectronic copies.PROJECT ENGINEERJE
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ALEXNL
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CNENo 81327STATEOFFLRIDAOPROFESNSIOALENGI
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OQUEMOREDER2/13/23FR14" OR LESS2x4 #2 SYP BLOCKING.ATTACH WALLSHEATHING TOBLOCKING WITH 8dNAILS @ 6" o/c.EXTENDEXTERIOR WALLSHEATHING TOBLOCKING.BLOCK ALLPANEL EDGES.WALLSHEATHING PERSCHEDULE. EXTENDTO UPPER TOP PLATEPLY & ATTACH w/ 8dNAILS @ 3" o/c.ATTACH EACH TRUSS TOTOP PLATE w/ (1)SDWC15600 FROM UNDERSIDE OF TOP PLATE.MAX. 6" HEELSEE HIGH HEELOPT. FOR >6".WALL SHEATHINGPER SCHEDULE.EXTEND FROMUPPER WALL ONTORIM BOARD (MIN.6") & ATTACH w/(1) ROW OF 8dNAILS @ 3" o/c.WALL OVER WALL2x #2 SYP PTSHOE PLATEWALLSHEATHING PERSCHEDULE.EXTEND TOSHOE PLATE &ATTACH w/ 8dNAILS @ 3" o/c.MIN. 1-3/4" EDGE DISTANCE FOR MONO.MIN. 2-1/4" EDGE DISTANCE FOR STEMWALL.WASHER TO EXTENDTO WITHIN 1/2" OFSHEATHING.WALL TO FOUNDATIONWALLSHEATHINGMAY BE SETFLUSH w/FOUNDATION.ATTACH WALL SHEATHINGTO SHOE PLATE w/ EDGENAILING PER PLAN.MIN. 23/32" RIM BOARD.ATTACH TO EACH FLOORTRUSS w/ (6) 8d NAILS.(5) 8d NAILSABOVE/BELOW EACHSHEATHINGSPLICE.2x #2 SPF/SYPBLOCKING @ALL PANELEDGES FORSTUCCO WALLFINISH ORSHEAR WALL(SW6 or SW3)PANEL EDGES.PARALLEL FLOOR TRUSSBRACING DETAILEXTERIOR WALLSTUDS PER PLAN.ATTACH SHOE PLATE TOGIRDER/BEAM BELOWw/ (2) SDWC15600SCREWS @ 24" o/c.WALL SHEATHINGPER SCHEDULE.EXTEND TO SHOEPLATE ANDATTACH w/ 3" o/c8d NAILS.WALL OVER BEAM/GIRDER2x4 PLANK ORIENTEDBRACING @ 48" o/cALONG WALL. ATTACHTO TOP/BOTTOMCHORD w/ (4) 10dCOMMON NAILS.2x4 DIAGONAL BRACE@ 48" o/c. ATTACHDIAGONAL BRACE TOLATERAL BRACES w/(4) 10d COMMONNAILS AT EACH END.HIP ROOF TO WALLROOF SHEATHINGPER SCHEDULE.EXTERIOR WALLSTUDS PER PLAN.WALL SHEATHINGPER SCHEDULE.EXTEND TO UPPEROR LOWER TOPPLATE PLY &ATTACH w/ 8dNAILS @ 3" o/c.2x4 #2 SYP BRACES @12" o/c ALONG WALLLENGTH. ATTACH TOBOTTOM CHORD OFTRUSS w/ (3) .131x3"TOENAILS.ATTACH EACH BRACE TOTOP PLATE w/ (4).131x3" NAILS.ROOFTRUSSESPARALLELTO WALL.PARALLEL TRUSS TO WALLTYP. MID-WALL PANEL SPLICEROOF SHEATHINGPER SCHEDULE.HIGH HEEL OPT.SCREW CONNECTION OPTIONTYPICAL EXTERIOR WALL SECTIONSATTACH WALLSHEATHING TO TOPPLATE w/ EDGENAILING PER PLAN.WALL SHEATHINGPER SCHEDULE.EXTEND FROMLOWER WALLONTO RIM BOARD(MIN. 6") &ATTACH w/ (1)ROW OF 8d NAILS@ 3" o/c.WALLSHEATHINGPERSCHEDULE.EXTENDACROSS FLOORSYSTEM ANDONTO STUDSABOVE/BELOWMIN. 12".WALL SHEATHING LAP OPTIONRIM BOARDNOT REQUIRED(5) 8d NAILSSHEATHINGTO STUD.12"MIN.12"MIN.IF WALL SHEATHING DOES NOTLAP FLOOR SYSTEM OR LOWERWALL SHEATHING DOES NOTLAP RIM BOARD, ATTACH TOPPLATE TO EACH FLOOR TRUSSw/ (1) SDWC15600.IF WALL SHEATHING DOES NOT LAPFLOOR SYSTEM OR UPPER WALLSHEATHING DOES NOT LAP RIMBOARD, ATTACH SHOE PLATE TOEACH FLOOR TRUSS w/ (2)SDWC15450's.NOTE: FOR EXTERIORWALLS NOTED ASHIGH-UPLIFT, CONTACT THISOFFICE FOR ALTERNATIVESCREW OPTION.ATTACH WALLSHEATHING TO TOPPLATE w/ EDGENAILING PER PLAN.ATTACH WALLSHEATHING TOSHOE PLATE w/EDGE NAILINGPER PLAN.(5) 8d NAILSSHEATHING TO STUD.RIM BOARD LAP OPTIONWALL OVER WALLWALL OVER WALLWALLSHEATHING PERSCHEDULE. EXTENDTO UPPER TOPPLATE PLY &ATTACH w/ 8dNAILS @ 3" o/c.WALLSHEATHING PERSCHEDULE. EXTENDTO SHOE PLATE &ATTACH w/ 8dNAILS @ 3" o/c.WALLSHEATHINGPERSCHEDULE.EXTEND MIN.8" ONTOBEAM BELOWAND ATTACHw/ 3" o/c 8dNAILS.WALL OVER PARALLEL BEAMCONTINUOUSWALL SHEATHING(NO HORIZONTALSPLICES)ATTACHED TO TOPPLATE AND HDR w/8d NAILS @ 3" o/c.ATTACH EACHTRUSS TO TOPPLATE w/ (1)SDWC15600 FROMUNDER SIDE OFTOP PLATE UNLESSNOTED OTHERWISEON PLAN.ATTACH EACH TRUSSTO TOP PLATE w/ (1)SDWC15600 FROMUNDER SIDE OF TOPPLATE UNLESS NOTEDOTHERWISE ONPLAN.CONTINUOUS WALLSHEATHING (NOHORIZONTAL SPLICES)ATTACHED TO TOPPLATE AND HDR w/8d NAILS @ 3" o/c.HEADER PER PLANNAIL LEAD KING STUD TOHEADER OR TOENAIL PERSCHEDULE.2x BLOCKING FORARCH WINDOWSw/ (2) .131x3"NAILS/END.ATTACH HEAD/SILLTO JACK STUD PERSCHEDULE.NOTE: WINDOW(S)/DOOR(S) TO BE ATTACHEDTO FRAMING MEMBERS IN ACCORDANCE w/APPLICABLE MANUFACTURER's INSTRUCTIONS.IF > 16", ADD CRIPPLESTUDS @ 16" o/c.4"6"8"10"12"14"16"18"HDRDEPTH.131x3"NAILS(2) PER PLY(3) PER PLY(4) PER PLY(5) PER PLY(6) PER PLY(7) PER PLY(8) PER PLY(9) PER PLYIF > 16", ADDCRIPPLE STUDS@ 16" o/c.@ FOUNDATION: SHOE PLATEANCHOR WITHIN 6" OF KING STUD.@ FLOOR SYSTEM: (2) SDWC15450's @SHOE PLATE TO MEMBER BELOW.(NOT REQUIRED WHEN HOLD-DOWNSPECIFIED ON PLAN)ATTACH KING POST TO TOPPLATE PER SCHEDULE, U.N.O.ON PLAN. SCREW MAY BEAPPLIED TO NARROW FACEOF KING STUD.ATTACH KING POST TO SHOEPLATE PER SCHEDULE, U.N.O.ON PLAN.ATTACHMENTWIDTHKING TO TOP PLATEWIDTH0'-6'6'-10'>10'(1) SDWC15600(2) SDWC15600'sPER PLANKING TO SHOE PLATE(2) SDWC15450's(2) SDWC15450'sPER PLAN(2)2x6-1/2NUMBER OF KINGSTUDS EACH SIDE(RAISED HDR IFLABELED "RSD"# OF PLIESHDR SIZE (#2 SYP)JACK STUDS EACH SIDETYP. WALL HEADERSIT IS ALLOWABLE TOSUBSTITUTE (1)2x10 FOR(2)2x8 SPECIFIED OR SMALLER.SDWC TO BEINSTALLEDSKEWEDBETWEEN 10°AND 30° FROMVERTICAL.3"@ OPENINGS >4' IN WIDTH,ATTACH HDR TO TOP PLATEw/ SDWC15600's @ 24" o/cSKEWED BETWEEN 10° AND30° FROM VERTICAL.ATTACH EACHTRUSS TO HDR w/SDWC15600's @24" o/c SKEWEDBETWEEN 10° AND30° FROMVERTICAL.MULTI-PLY HDRTHIS DETAIL APPLIES TO ALL WINDOW/PORCH HEADERSGREATER THAN 4' IN WIDTH. THIS DETAIL DOES NOTAPPLY TO NON-ROOF BEARING WALLS.ROOF TO FLUSH HDRSINGLE PLY HDRTYPICALEXTERIORWALLOPENINGROOF TO DROPPED HDRROOF TO WALL OPTIONSFLOOR TO FLOOR OPTIONSBASE OF WALL OPTIONS SEE ROOF TO DROPPEDOR FLUSH HDR CUTSECTIONS0-11'(4) .131x3" TOENAILS11'-16'(6) .131x3" TOENAILSNOTE: WALLSHEATHINGTO EXTENDONTO STUDSABOVE/BELOWPANEL SPLICEMIN. 12".SEE TYP.MID-WALL PANELSPLICE DETAIL.2ply #2 SYP 2x (MATCH WALL STUD)(2) ROWS OF .131x3" NAILS@ 6" o/c STAGGERED.MIN. 48" w/ (24) .131x3" NAILSSIZEEDGE NAILINGFIELD NAILING10d COMMON NAILS w/ ADHESIVEor PASLODE TETRAGRIP FASTENERS23/32"6" o/c6" o/cTOP PLATENAILPATTERNSIZE/GRADELAP2x (MATCH WALL STUD)#2 SYP (PT ON CONCRETE)SHOE PLATENOTE: FASTEN 2nd FLOOR SHOE PLATE TO RIMBOARD WITH .131x3" NAILS @ 6" o/c.GRADESIZEMATCH SIZE, GRADE & QUANTITY OF ALL 2ndFLOOR MULTI-PLY STUD COLUMNS w/BLOCKING IN FLOOR SYSTEM AND w/ 1stFLOOR LEVEL STUD COLUMN, U.N.O.WOOD STRUCTURAL PANEL SIZEROOF SHEATHING SCHEDULEPANEL TO BE APPLIED WITH LONG DIMENSIONPERPENDICULAR TO TRUSSES/RAFTERS SHINGLEROOF7/16" (24/16 SPAN RATED) OSBor15/32" (32/16 SPAN RATED)PLYWOOD1/2"x6" TITEN HD's w/ 3"x3"x.229"WASHER EACH SIDE OF EACH SHOEPLATE BREAK & 42" o/c THEREAFTER.TIGHTEN SPACING TO 24" o/c AT SW6AND TO 16" o/c AT SW3.USE 1/2"x12" TITEN HD's @ ALLGARAGE "PEANUT" CURB WALLS.GABLE ROOF TO WALLFLOOR SHEATHINGSDWC15600 SCREWS @ 5' o/c.FOR OPENINGS > 5' BUT NO LARGER THAN 18',INSTALL (2) SCREWS EACH SIDE OF OPENING.2x6 #2 SYP BRACE @ PEAK, 4'EACH SIDE OF PEAK, AND 6' o/cTHEREAFTER. ADD 2x4 #2 SYPT-BRACE TO ANY BRACEGREATER THAN 9' IN LENGTHw/ .131x3" NAILS @ 6" o/c.2x4 #2 SYP BLOCKING @BRACE LEG ATTACHEDTO TOP CHORD w/ (3).131x3" NAILS.ATTACH BOTTOMCHORD TO TOPPLATE w/ .131x3"TOENAILS @ 6" o/c.CL2x BLOCKING BETWEENALL OUTLOOKERS ABOVETOP PLATE/CHORDTOENAILED @ 6" o/c2x4 #2 SYPOUTLOOKERS @ 24" o/c(MAX 24" RAKE).OUTLOOKERS NOTREQUIRED FOR GABLERAKES 9" OR LESS.(6) .131x3" NAILS.WALLSHEATHING PERSCHEDULE. EXTENDTO UPPER TOP PLATEPLY & ATTACH w/ 8dNAILS @ 3" o/c.45°MAX.POSITION 2x6 BRACE AT OR ABOVEEXTERIOR WALL. ATTACH 2x6 BRACETO 2x4/2x6 HORIZONTAL BRACE (SEESECTION) w/ (6) .131x3" NAILS.ATTACH 2x4 TO 2x6 w/ (6).131x3" NAILS PRIOR TOATTACHING 2x6 ANGLEBRACE.(3) .131x3" TOENAILS@ HORIZ. BRACE TOBOTTOM CHORD.(2) SDWC15450's @ 2x6PLANK TO EXTERIORWALL TOP PLATE.HORIZONTAL BRACE SECTION@ EXTERIOR WALL.2x4 VERT2x6 PLANK2x6 ANGLEBRACEGABLE END TRUSSBRACING AS SPECIFIEDBY DELEGATED TRUSSENGINEERING.AAMETALorTILEROOF15/32" (32/16 SPAN RATED) OSBor15/32" (32/16 SPAN RATED)PLYWOODROOF FINISHATTACH SHEATHING w/ 2-3/8"x0.113" (RSRS-01)RING-SHANK NAILS @ 6" o/c (EDGE & FIELD).NOTE: FOR PANELS EXCEEDING 15/32"THICKNESS, USE 2-1/2"x0.131" (RSRS-03) or3"x0.120" (RSRS-04) RING-SHANK NAILS.ATTACH EACHOUTLOOKER TO GABLETRUSS w/ (1) H2.5AWALL SHEATHING/SHEAR WALLS1.ALL EXTERIOR WALL SHEATHING TO BERATED SHEATHING ATTACHED w/ 8d(.131x2-1/2") NAILS @ 3" o/c TO ALLHORIZONTAL EDGES, 6" o/c TO ALL VERTICALEDGES, AND 12" o/c TO ALL INTERMEDIATESUPPORTS. BLOCK ALL PANEL EDGES FORSTUCCO EXTERIOR FINISH AND FOR ALLSHEAR WALLS (SW6, SW3, DSW3).2.TIGHTEN VERTICAL EDGE NAILING TO 3" o/cFOR WALLS LABELED SW3.3.STUCCO WALLS TO BE SHEATHED WITH ONEOF THE FOLLOWING OPTIONS:3.1.MAX. 16" o/c STUD FRAMING - 15/32"ORIENTED VERTICAL or HORIZONTAL.3.2.MAX. 24" o/c STUD FRAMING - 7/16"ORIENTED HORIZONTAL.4.SIDING/BRICK WALLS TO BE SHEATHED WITHONE OF THE FOLLOWING OPTIONS:4.1.MAX. 16" o/c STUD FRAMING - 7/16"ORIENTED VERTICAL or HORIZONTAL.4.2.MAX. 24" o/c STUD FRAMING - 15/32"ORIENTED VERTICAL or 7/16" ORIENTEDHORIZONTAL.5.IT IS ALLOWABLE TO USE STRUCTURAL 1RATED 7/16" SHEATHING IN PLACE OF 15/32"SPECIFIED SHEATHING.FRAMING DETAILS
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DUVAL COUNTYTPMMSFJRA---PRIOR VERSION DATESJOB NUMBERIN GOD WE TRUSTSHEETDESIGNED BY:DRAWN BY:CHECKED BY:MURRAYENGINEERING INCORPORATED157 HAMPTON PT DRIVE, STE. 3ST. AUGUSTINE - FL - 32092C.O.A. #26894 - (904) 342-8751This item has been digitally signedand sealed by Jesse R. Alexander onthe date below the seal. Printedcopies of this document are notconsidered signed and sealed and thesignature must be verified on anyelectronic copies.PROJECT ENGINEERJE
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OQUEMOREDER2/13/23FR2ATTACH SHOE PLATETO GIRDER/BEAMBELOW w/SDWC15450 SCREWSSEE DETAIL L ON PAGE FR3FOR SDWC INSTALLATIONDETAILSSHEAR WALL TO FLOOR BRACING DETAILSB/FR2WALL OVER BEAM/GIRDERROOF BEARINGSHEAR WALL TO ROOF BRACING DETAILSA/FR2SDWC15450 @ STUDTO SHOE PLATE:32" o/c MAX.16" o/c MAX.24" o/c MAX.(2) SCREWS @24" o/c MAX.SDWC TO BEINSTALLEDSKEWEDBETWEEN 10°AND 30° FROMVERTICAL.3"@ OPENINGS >4' IN WIDTH,ATTACH HDR TO TOP PLATEw/ SDWC15600's @ 24" o/cSKEWED BETWEEN 10° AND30° FROM VERTICAL.ATTACH EACHTRUSS TO HDR w/SDWC15600's @24" o/c SKEWEDBETWEEN 10° AND30° FROMVERTICAL.SDWC15600 ORH8 @ STUD TOTOP PLATE/HDR@ 32" o/c MAX,UNLESS NOTEDOTHERWISE ONPLAN.ATTACH EACHTRUSS TO TOPPLATE w/ (1)SDWC15600 FROMUNDER SIDE OFTOP PLATE UNLESSNOTED OTHERWISEON PLAN.HEADER PER PLANSEE ROOF TO DROPPEDOR FLUSH HDR CUTSECTIONSIF > 16", ADDCRIPPLE STUDS@ 16" o/c.@ FOUNDATION: SHOE PLATEANCHOR WITHIN 6" OF KING STUD.@ FLOOR SYSTEM: (2) SDWC15450's @SHOE PLATE TO MEMBER BELOW.(NOT REQUIRED WHEN HOLD-DOWNSPECIFIED ON PLAN)NOTE:CONNECTIONSNOT REQUIREDON INTERIORNON-UPLIFTBEARINGWALLS.ATTACH KING POST TO TOPPLATE PER SCHEDULE, U.N.O.ON PLAN. SCREW MAY BEAPPLIED TO NARROW FACEOF KING STUD.ATTACH KING POST TO SHOEPLATE PER SCHEDULE, U.N.O.ON PLAN.KING TO TOP PLATEWIDTH0'-6'6'-10'>10'(1) SDWC15600(2) SDWC15600'sPER PLANKING TO SHOE PLATE(2) SDWC15450's(2) SDWC15450'sPER PLANTYPICAL INTERIOR WALL SECTIONS
ROOF TO WALL OPTIONSFLOOR TO FLOOR OPTIONSBASE OF WALL OPTIONS TYPICALINTERIORWALLOPENINGMULTI-PLY HDRTHIS DETAIL APPLIES TO ALL HEADERS GREATER THAN 4' IN WIDTH.THIS DETAIL DOES NOT APPLY TO NON-ROOF BEARING WALLS.ROOF TO FLUSH HDRSINGLE PLY HDRROOF TO DROPPED HDR(2)2x6-1/2NUMBER OF KINGSTUDS EACH SIDE(RAISED HDR IFLABELED "RSD"# OF PLIESHDR SIZE (#2 SYP)JACK STUDS EACH SIDETYP. WALL HEADERSIT IS ALLOWABLE TOSUBSTITUTE (1)2x10 FOR(2)2x8 SPECIFIED OR SMALLER.7/16" RATED SHEATHINGATTACHED TO NAILERAND TOP PLATE w/ 8dNAILS @ 3" o/c.2x4 #2 SYP NAILERATTACHED TO TRUSSBOTTOM CHORD w/.131x3" NAILS @ 3" o/c.ATTACH EACH BRACETO TOP/SILL PLATE w/(4) .131x3" NAILS.ATTACH EACHBRACE TO EACHTRUSS BOTTOMCHORD w/ (3).131x3"TOENAILS.2x4 #2 SYPBRACES @ 12"o/c ALONGWALL LENGTH.8d NAILS @ 3" o/c16" MAX.2x4 #2 SYP BRACES @12" o/c ALONG WALLLENGTH. ATTACHBRACE TO EACHTRUSS BOTTOMCHORD w/ (3).131x3" TOENAILSAND TO TOP PLATEw/ (4) .131x3" NAILS.ADDITIONAL 2x4 #2 SYP TOPPLATE ABOVE SHEAR WALL.ATTACH TO TOP PLATE w/.131x3" NAILS @ 3" o/c.ATTACH B.C.OF TRUSS TOTOP PLATE w/.131x3"TOENAILS @3" o/c.ENGINEEREDROOF TRUSS.SHEATH FLOOR TRUSSADJACENT TO SHEARWALL w/ 7/16" RATEDSHEATHING ATTACHEDw/ 8d NAILS @ 3" EDGE& 12" FIELD. BLOCKALL PANEL EDGES.SHEATHING LENGTHTO MATCH SHEARWALL LENGTH.2x4 #2 SYP PANELEDGE BLOCKING ATALL PANEL EDGES.ATTACH FLOOR SHEATHING TO 2x4 EDGEBLOCKING WITH 10d NAILS @ 3" o/c.ATTACH PANEL EDGEBLOCKING TO TOP PLATE w/.131x3" TOENAILS @ 3" o/c.ENGINEEREDROOF TRUSS.TOP PLATE OF SHEARWALL BELOW.7/16" RATEDSHEATHING ATTACHEDw/ 8d NAILS @ 3" o/c.BLOCKING PANELSALONG ENTIRE LENGTHOF SHEAR WALL BELOW.ATTACH FLOORSHEATHING TO TRUSSTOP CHORD w/ 10dNAILS @ 3" o/c.ATTACH FLOOR SHEATHINGTO FLOOR TRUSS w/ 10dNAILS @ 3" o/c.8d NAILS @ 3" o/c8d NAILS @3" o/cATTACH EACH TRUSSTO TOP PLATE w/ (1)SDWC15600.2x #2 SYP PTSHOE PLATE1/2"x6" TITEN HD's @ 48"o/c w/ 3"x3"x.229"WASHER (U.N.O.).NOTE: UNSHEATHEDWALLS MAY USE2"x2"x1/8" WASHER.INTERIOR WALLSTUDS PER PLAN.WALL TO FOUNDATIONSDWC15600 @ STUDTO TOP PLATE:ATTACH SHOE PLATE TOTRUSS/GIRDER/BEAM BELOWw/ SDWC15450 SCREWSSHEAR WALL PERPENDICULAR TO FLOOR TRUSSSHEAR WALL PARALLEL TO FLOOR TRUSSSHEAR WALL PARALLEL w/ FLOOR SYSTEMOPTION 1OPTION 2OPTION 3OPTION 4INTERIOR WALLSTUDS PER PLAN.INTERIOR SHEARWALLS (WHERENOTED PER PLAN)TO BE BRACED TOROOF SYSTEMACCORDING TOOPTION 1-4 ONDETAIL A/FR2.WALL TO PARALLEL TRUSSWALL TO WALLWALL TO PERPENDICULAR TRUSSWALL TO WALLWALL TO FOUNDATIONNO-ROOF BEARINGNO-ROOF BEARINGNO-ROOF BEARINGROOF BEARINGROOF BEARINGROOF BEARINGINTERIOR SHEARWALLS (WHERENOTED ON PLAN)TO BE BRACED TOFLOOR SYSTEM PERDETAIL B/FR2INTERIOR SHEARWALLS (WHERENOTED ON PLAN)TO BE BRACED TOFLOOR SYSTEM PERDETAIL B/FR22x #2 SYP PTSHOE PLATEOTHERWISE, 10d CASEHARD NAILS @ 32" o/c(U.N.O.).SDWC15450 @ STUDTO SHOE PLATE:32" o/c MAX.16" o/c MAX.(1) SCREW(2) SCREWS32" o/c MAX.16" o/c MAX.SDWC15600 @ STUDTO TOP PLATE:32" o/c MAX.16" o/c MAX.ATTACH EACH TRUSSTO TOP PLATE w/ (1)SDWC15600.SDWC15450 @ STUDTO SHOE PLATE:32" o/c MAX.16" o/c MAX.NOTE: FIELD BUILT SHEARPANELS MAY BE REPLACEDw/ PRE-ENGINEERED TRUSSPANELS DESIGNED FOR 600plf DRAG LOAD. ATTACHSHEATHING TO PANEL w/10d NAILS @ 3" o/c.ATTACH PANEL TO TOPPLATE w/ .131x3" NAILS @3" o/c.ATTACH FLOORTRUSS TO TOPPLATE w/ (1)SDWC15600EACH END OFSHEAR WALLAND .131x3"NAILS/TOENAILS@ 3" o/c.NO HATCHNO HATCHNO HATCH8d NAILS @ 3" o/c2x #2 SYPCONTINUOUS FROMTOP PLATE OFSHEATHED WALL TOADJACENT TRUSS.ATTACH TRUSS B.C.w/ .131x3" NAILS @3" o/c. ATTACHBLOCKING TO TOPPLATE w/ .131x3"NAILS @ 3" o/c.FRAMING DETAILS
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DUVAL COUNTYTPMMSFJRA---PRIOR VERSION DATESJOB NUMBERIN GOD WE TRUSTSHEETDESIGNED BY:DRAWN BY:CHECKED BY:MURRAYENGINEERING INCORPORATED157 HAMPTON PT DRIVE, STE. 3ST. AUGUSTINE - FL - 32092C.O.A. #26894 - (904) 342-8751This item has been digitally signedand sealed by Jesse R. Alexander onthe date below the seal. Printedcopies of this document are notconsidered signed and sealed and thesignature must be verified on anyelectronic copies.PROJECT ENGINEERJE
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OQUEMOREDER2/13/23FR3(1) MTS12 OR (1)MSTA18 STRAP @EACH CORNER OFCHIMNEY TORAFTER/TRUSS TOPCHORD OR 2x4BLOCKING BELOW.2x4 #2 SYP BLOCKINGBETWEEN TRUSSESBELOW CHIMNEYWALLS w/ (4) .131x3"TOE/END NAILS ATEACH END OFBLOCKING TO TOPCHORD OF TRUSS ORRAFTER.ROOF TRUSSTOP CHORDS.NOTE: THIS DETAIL APPLIES ONLY IFSPECIFIED DIRECTLY ON PLAN.(1) CS16 OR CSHP18 HORIZ. @LOWER TOP PLATE TO 2x #2 SYPBLOCKING IN HIGHER WALL. (9)10dx1-1/2" NAILS EACH SIDE OFJOINT.SCAB RAFTER TOTOP CHORD OFTRUSS w/ .131x3"NAILS @ 4" o/c.SPAN(MIN. 24")2x4 #2 SYP SCAB: MAX OVERHANG 20"2x6 #2 SYP SCAB: MAX OVERHANG 42"SPANHEADER PER PLANKING STUDS PERPLANATTACH SHEATHINGTO ALL FRAMINGMEMBERS w/ 8dNAILS @ 3" o/c.JACK STUDS PERPLANEXTEND HEADER TO KING STUDS3ply 2x #2 SYP SILL PLATEBETWEEN JACK STUDS.JACK STUDS PERPLANSINGLE PLY 2x #2 SYPTOP PLATE ATTACHED TOHEADER w/ (2) ROWS OF16d NAILS @ 3" o/c.ATTACH SHEATHINGTO HEADER w/ 3" o/cGRID OF 8d NAILS.(1) MSTA24 @JACK TO HEADER.ATTACH EACHSTHD14 w/ (30)16d SINKERS.1/2"x12" TITEN HD w/2"x2"x1/8" WASHER.GARAGE DOOR BUCK. USEPT LUMBER IF 2x MATERIAL.2x GARAGE DOOR JAMBATTACHED TOJACK/KING POST w/ (1)ROW OF 5/16"x3" LAGSCREWS @ 24" o/c FOROPENINGS UP TO 10' INWIDTH AND @ 12" o/cFOR OPENINGS UP TO18' IN WIDTH.NOTE: GARAGE DOOR TO BE ATTACHED TOFRAMING MEMBERS IN ACCORDANCE w/APPLICABLE MANUFACTURER's INSTRUCTIONS.JAMB LAG SCREWS MAY BE OMITTEDPROVIDED SCREWS FASTENING GARAGE DOORTRACK ARE INCREASED INCREASED IN LENGTHBY 2" OR THE DEPTH OF THE JAMB MATERIAL.GARAGE DOORSKEW SDWCUP TO 14°℄ OF WALL +/-1"(1) SDWC15600 @EACH TRUSS TO TOPPLATE. SKEW UP TO30°, PASS THROUGHBOTH PLIES OF TOPPLATE.TYPICAL TRUSS TO PLATE INSTALLATIONTRUSS TO PLATE IN-LINE w/ STUD BELOWSKEW SDWC UPTO 14° TO FULLYEMBED INTOTRUSS BOTTOMCHORD (ASSHOWN).3/4"-1"TRUSS TO PLATE (2) SCREWS2-3/4"SHOE PLATEOptimal 2212°10°30°Optimal 2212°10°30°STUD TO SHOE PLATE CONNECTION3" ± 1/4"SDWC15450 STUDTO SHOE PLATEON WIDE FACE OFSTUD.SDWC15600 STUD TOTOP PLATE ON WIDE ORNARROW FACE OF STUD.SDWC EDGE DISTANCE AND SPACING3/4" MIN.1" MAX.3/4" MIN.SDWC SCREW DETAILSL/FR3TYPICAL OVERFRAMING DETAILG/FR3TYPICAL PERMANENT TRUSS BRACING DETAILK/FR3TYPICAL CHIMNEY OVERFRAMING DETAILH/FR3TYPICAL BEAM CONNECTION SCHEDULEQ/FR3TYPICAL EXTERIOR PLATE HEIGHT BREAK DETAILM/FR3TYPICAL RAFTER SCAB DETAILN/FR3TYPICAL GARAGE DOOR JAMB DETAILR/FR3PORTAL FRAME DETAILP/FR3STUD TO TOP PLATE CONNECTIONMIN. 3/8" SHEATHING w/ 6" EDGE12" FIELD 8d NAILING. BLOCK ALLUNSUPPORTED PANEL EDGES.RATED VINYL CEILING OVER 1x4 #2 SYPOR 2x4 #2 SPF PURLINS SPACED AT 12"o/c AND ATTACHED WITH (2) .131x3"NAILS TO EACH INTERSECTING TRUSS.MIN. w/ 3/8" SHEATHING w/ 6" EDGE12" FIELD 8d NAILING. BLOCK ALLUNSUPPORTED PANEL EDGES. ATTACHBLOCKING TO TOP OF EXTERIOR WALLTOP PLATE & TO PORCH HDR w/ .131x3"NAILS @ 6"o/c .123SHEATH PORCHCEILING PEROPTION 1 OR 2,UNLESS NOTED TOSHEATH PEROPTION 3 ONPLAN.TYPICAL PORCH FRAMING DETAILSPORCH SHEATHING DETAILPORCH HDR TO WALL DETAILSF/FR3SUPPORT PORCHHEADER w/ (1) 2xPER PORCHHEADER PLY.SUPPORT PORCHHEADER w/ (1) 2xPER PORCHHEADER PLY.PORCH HEADERPER PLAN3" MIN.(12) 16dCOMMON (.162)x 3-1/2" NAILS.5/8" x 8"TITEN HD.(1) MSTA24 @ EACH PORCHHDR TO COLUMN (MIN. (2)MSTA24's PER COLUMN).PORCH HDR,SEE PLAN.(1) MSTA24 @EACH PORCH HDRTO COLUMN (MIN.(2) MSTA24's PERCOLUMN).(12) 16dCOMMON (.162)x 3-1/2" NAILS.ABUPORCH HDR,SEE PLAN.PORCH POSTPER PLAN.PORCHPOST, SEEPLAN.PORCH HEADERPER PLAN(1) MSTA18 OR(1) HTS20 @HDR TO POSTw/ (1) LTT20B@ BASE.SEE TYPICALOPENINGSTRAPPINGDETAILSSEE TYPICALOPENINGSTRAPPINGDETAILSCONTINUE POSTBELOW (WHEREAPPLICABLE) ANDATTACH AT BASEw/ (1) LTT20B.PORCH HEADERPER PLANSUPPORT PORCHHEADER w/ (1) 2xPER PORCH HEADERPLY. MATCH WALLSIZE BELOW.ATTACH TO WALLPOST OR HDR BELOWw/ (1) MSTA18.NOTCH PORCHHEADER MAX. 3"AROUND TOPPLATE (OPT.)PORCH HDR TO S.S. POST DETAILPORCH HEADERPER PLANOPTION 2(HDR SUPPORTED ON TOP PLATE)OPTION 3(HDR POCKETING INTO WALL)OPTION 4(HDR POCKETING INTO WALL)(1) HTS20 @HDR TO POSTw/ (1) LTT20B@ BASE.OPTION 1(HDR SUPPORTED ABOVE TOP PLATE)(1) MSTA18POST TOPOST.ATTACH ADJACENTPOST TO HEADERw/ MIN. (8) .131x3"NAILS w/ (1)LTT20B @ BASE.NOTCH PORCHHEADER MAX. 3"AROUND TOPPLATE (OPT.)NOTE: 2x6HEADERS TO BEBELOW TOP PLATE.5/8" x 8"TITEN HD.ABUWHEN PLACED OVERCONCRETE PEDESTAL,TITEN HD TO BEEMBEDDED MIN. 4"INTO SLAB BELOW.ROOF TRUSSTOP CHORDS.2x6 #2 SYPRAFTERS @24" o/c.4' o/c MAX.(3) .131x3" TOENAILS@ CRIPPLE TO TOPCHORD OR BLOCKINGBELOW.(3) .131x3"TOENAILS @RAFTER TO 2ply2x4 #2 SYPVALLEY NAILERATTACHED TOALLINTERSECTINGTRUSS TOPCHORDS w/ (2).131x3" NAILS.#2 SPF CRIPPLES @ 4' o/c PERSCHEDULE BELOW. ATTACH TORAFTER w/ (3) .131x3" NAILS.IF CRIPPLE DOES NOT BEAR DIRECTLYABOVE TRUSS TOP CHORD, ADD 2x4 #2SPF BLOCKING BETWEEN ADJACENTTRUSS TOP CHORDS AND ATTACH w/(3) .131x3" TOE-NAILS PER END.2x8 #2 SYP RIDGE. NAIL RIDGE ENDS TO COMMON TRUSS & TRUSSTOP CHORD OR BLOCKING w/ (3) .131x3" TOENAILS.BRACE TOP CHORD OF TRUSSES BELOW OVERFRAMINGw/ 1x4 SYP PURLINS @ MIN. SPACING DESIGNATED ONTRUSS ENGINEERING w/ (2) 8d NAILS PER INTERSECTINGTOP CHORD. LAP SPLICES MIN. (2) TRUSSES.6'-3"9'-10"11'-2"2x4 w/ 1x4 "T" BRACE2x42x4 w/ 2x4 "T" BRACE*ATTACH #2 SPF "T" BRACE TO CRIPPLEw/ .131x3" NAILS @ 4" o/c.CRIPPLEMAX HT.2x4 S.G. SPF LATERALBRACE. QUANTITY ANDLOCATION PER TRUSSENGINEERING. OVERLAPSPLICES OVER MIN. (2)TRUSSES.(1) 2x4 S.G. SPF DIAGONALBRACE FROM CONTINUOUSLATERAL BRACE TOUNDERSIDE OF TRUSS TOPCHORD. APPLY OVER MIN. (3)TRUSSES @ EACH END OFEACH CONTINUOUS LATERALBRACE LINE AND @ MAX. 20'INTERVALS BETWEEN ENDS.45°MAX.T-BRACEFASTENED TOWEB w/ .131x3"@ 6" O/C.T-BRACE TO BESAME SIZE,SPECIES ANDGRADE AS WEBTO BE BRACED.- OPTION 1 -CONTINUOUS LATERAL BRACING- OPTION 2 -INDIVIDUAL WEB BRACING6"MAX.6"MAX.2ply3ply4ply2"2"2"2"2"2"(3) ROWS OF10d NAILS @12" o/c(4) ROWS OF10d NAILS @12" o/cEACH SIDE(2) ROWS OF1/4"x6" SDSSCREWS @24" o/cEACH SIDEFRAMING DETAILS