376 10th ST RES21-0373 Structural Engineering DwgsJ22194ASHLAR HOMES
376 TENTH STREET
PLAN: LUCERO RESIDENCE
DUVAL COUNTYSDMJAOJRA---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 ENGINEER9/14/21JE
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OQUEMOREDERCSCOVER SHEET25.624.523.021.727.726.725.123.834.232.129.026.725.624.523.021.720.619.122.821.224.321.220.619.125.627.734.225.6130 mphENCLOSEDC< 30'7 (SHINGLE)7 (SHINGLE)101 mphWIND-BORNE DEBRIS CLASSIFICATIONNOTE: THIS STRUCTURE IS NOT LOCATED IN THE WIND-BORNEDEBRIS AREA. WINDOW PROTECTION IS NOT REQUIRED.TIE-DOWN DESIGN TYPEATR/QT SYSTEMVERSION 5.20.42020 FBC - RESIDENTIAL(+)(-)(+)(-)OPENING SIZE ORTRIBUTARY AREA INSQUARE FEET0-2021-5051-100101-200DESIGN (C&C) PRESSURESINTERIORZONESENDZONES201-500> 500SOFFITSWINDOWSDOORSWALLSSURFACEALLA.THIS DOCUMENT, ALONG WITH ASSOCIATED DOCUMENTS, IS AN INSTRUMENT OFENGINEER's SERVICE FOR THE EXCLUSIVE USE AT THE PROJECT TITLED HEREIN.INFORMATION DERIVED FROM THIS DOCUMENT, AND/OR ASSOCIATED DOCUMENTS,MAY NOT BE USED FOR OTHER WORK(S) OR PROJECT(S) WITHOUT THE EXPRESSWRITTEN PERMISSION OF THE ENGINEER OF RECORD.B.USE OF THESE PLANS FOR CONSTRUCTION REQUIRES A STATE CERTIFIED CONTRACTORRESPONSIBLE FOR THIS PROJECT TO READ AND UNDERSTAND ALL 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 BUILDING CODE-BUILDINGAND SECTION R301 OF THE FLORIDA BUILDING CODE-RESIDENTIAL. THE SCOPE OFTHESE PLANS IS LIMITED TO THE STRUCTURAL REQUIREMENTS OF THIS PROJECT ONLY.OTHER DISCIPLINES SUCH AS CIVIL (SITE), ARCHITECTURAL, MECHANICAL, ELECTRICAL,FIRE CODE REQUIREMENTS, WATERPROOFING, AND FLASHING ARE TO BE SPECIFIED BYOTHERS AND ARE THE RESPONSIBILITY OF OTHERS. MURRAY ENGINEERING AND THEENGINEER OF RECORD ACCEPTS NO RESPONSIBILITY FOR THE PROJECTS COMPLIANCEWITH PORTIONS OF THE FLORIDA BUILDING CODE NOT SPECIFICALLY IDENTIFIED. THEENGINEER OF RECORD AND MURRAY ENGINEERING INCORPORATED ASSUMES NORESPONSIBILITY FOR ANY DAMAGE RESULTING FROM WATER INTRUSION BY ANYMEANS.E.EXTERIOR FINISHES AND ROOF COVERINGS ARE TO BE CHOSEN BY THE CONTRACTORAND INSTALLED TO MANUFACTURER INSTALLATION GUIDELINES AND/OR FLORIDABUILDING CODE REQUIREMENTS. THE ENGINEER OF RECORD AND MURRAYENGINEERING INCORPORATED ACCEPTS NO RESPONSIBILITY FOR DAMAGE RESULTINGFROM OR TO EXTERIOR FINISHES INCLUDING STUCCO. STUCCO INSTALLATION IS THERESPONSIBILITY OF THE CONTRACTOR OF RECORD AND MAINTENANCE OF THE STUCCOFINISH IS THE RESPONSIBILITY OF THE HOMEOWNER. ALL STRUCTURAL MEMBERSSUPPORTING STUCCO FINISHES (AS NOTED ON THE ARCHITECTURAL PLAN PROVIDEDTO THIS OFFICE) HAVE BEEN DESIGNED BASED ON THE REQUIREMENTS OF THEFLORIDA BUILDING CODE - RESIDENTIAL. NO WARRANTY'S ARE EXPRESSED OR IMPLIEDTO THE PERFORMANCE OF STUCCO FINISHES APPLIED OVER THE STRUCTURALMEMBERS SPECIFIED HEREIN.F.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALLGUARDRAILS, RAILINGS, AND STAIR CONSTRUCTION.G.DO NOT SCALE. REFER TO ARCHITECTURAL PLANS FOR ALL DIMENSIONS. IFDISCREPANCIES ARE FOUND BETWEEN PLANS, NOTIFY THIS OFFICE IMMEDIATELY.H.THESE DRAWINGS CONTAIN SPECIFIC INFORMATION INCLUDING, BUT NOT LIMITED TO,ARCHITECTURAL ELEMENTS, DIMENSIONS AND LOCATIONS PROVIDED BY OTHERS.THIS OFFICE IS NOT RESPONSIBLE FOR THE ACCURACY OF INFORMATION PROVIDED BYOR DERIVED FROM OTHER SOURCES.I.CERTAIN COMPONENTS DISPLAYED IN THESE DOCUMENTS HAVE BEEN PREPARED BYCOMPONENT MANUFACTURERS HAVING PROVED COMPLIANCE EITHER THROUGH THEFLORIDA PRODUCT APPROVAL SYSTEM OR APPROVAL BY A DELEGATE ENGINEERLICENSED IN THE STATE OF FLORIDA AND ARE NOT THE RESPONSIBILITY OF THEENGINEER OF RECORD. IN ADDITION, COMPONENTS NOT DIRECTLY SPECIFIED INTHESE DOCUMENTS ARE NOT THE RESPONSIBILITY OF THE ENGINEER OF RECORD.REQUIRED COMPONENTS BELIEVED TO BE STRUCTURAL IN NATURE SHOULD BEBROUGHT TO THE ATTENTION OF THIS OFFICE OR BE PREPARED/REVIEWED BY APROFESSIONAL ENGINEER LICENSED IN THE STATE OF FLORIDA.J.ALL DETAILS SHALL BE IN ACCORDANCE WITH INSTRUCTIONS FROM MANUFACTUREROR DESIGNER.K.THESE DOCUMENTS, AS INSTRUMENTS OF SERVICE, ARE THE PROPERTY OF THEENGINEER OF RECORD AND MAY NOT BE USED OR REPRODUCED WITHOUT EXPRESSEDWRITTEN CONSENT OF THE ENGINEER OF RECORD.L.ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICALAND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE IN THEWORK EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN.M.THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITEPRIOR TO COMMENCING WORK.N.THE ENGINEER OF RECORD AND MURRAY ENGINEERING SHALL HAVE NO CONTROL ORRESPONSIBLE CHARGE FOR THE CONSTRUCTION PROCESS. THE CONTRACTOR SHALLDETERMINE THE MEANS AND METHODS OF CONSTRUCTION. IT IS THE CONTRACTORSSOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND SEQUENCE TOINSURE THE SAFETY OF THE BUILDING AND ITS COMPONENT PARTS DURING ERECTION.O.CONTRACTORS SHALL BE RESPONSIBLE FOR ALL TEMPORARY BRACING THAT ISREQUIRED DURING CONSTRUCTION TO KEEP THE STRUCTURE SAFE AND PLUMB UNTILTHE ENTIRE STRUCTURE IS IN PLACE. BRACING SHOWN ON THE STRUCTURALDRAWINGS IS FOR THE COMPLETED STRUCTURE ONLY UNLESS NOTED OTHERWISE.P.THESE PLANS ARE TO BE USED IN CONJUNCTION WITH PLANS, DETAILS, ORSPECIFICATIONS PRODUCED BY OTHERS. ENGINEERED ROOF AND FLOOR TRUSSDESIGNS, ALONG WITH TRUSS TO TRUSS CONNECTIONS, ARE THE RESPONSIBILITY OFOTHERS.GENERAL:A.DETAIL, FABRICATE, AND OR ERECT STEEL ACCORDING TO AISC "SPECIFICATION FORTHE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL 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 F1554 GRADE 36UNLESS NOTED OTHERWISE.D.HEX NUTS AND COUPLERS USED FOR BOLTS, ANCHOR BOLTS, AND THREADED RODSSHALL BE LOW CARBON STEEL AND MEET OR EXCEED THE CAPACITY OF THECORRESPONDING A36, SAE 1018 AND GRADE 2 BOLTS, ETC. HEX NUTS ANDCOUPLERS USED FOR HIGH STRENGTH BOLTS, ANCHOR BOLTS, AND THREADED RODS- ASTM A449 OR SIMILAR - SHALL BE HEAVY HEX ASTM A563 GRADE DH.E.ALL WELDING SHALL BE BY A CERTIFIED WELDER IN ACCORDANCE WITH AWS D1.1.A.ALL MASONRY WORK SHALL BE IN ACCORDANCE WITH TMS 402/602-16 - BUILDINGCODE REQUIREMENTS AND SPECIFICATION FOR MASONRY STRUCTURES.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 MINIMUM 28 DAYCOMPRESSIVE STRENGTH OF 3000 psi. GROUT SHALL BE MIXED TO PROVIDE ASLUMP BETWEEN 8"-11".E.PROVIDE PRE-CAST CONCRETE LINTELS OVER ALL OPENINGS PER STRUCTURAL PLANSUNLESS NOTED OTHERWISE.F.LAP ALL VERTICAL REINFORCING A MINIMUM OF 20" FOR #4 BARS AND 25" FOR #5BARS. 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 x 7/8"CORRUGATED AND SHALL HAVE A HOOK EMBEDDED IN THE MORTAR JOINT. TIESSHALL BE SPACED NO MORE THAN 18 INCHES HORIZONTALLY AND VERTICALLY ANDSHALL BE ATTACHED THROUGH THE WALL SHEATHING TO THE WALL STUDS. TIESSHALL BE PLACED WITHIN 12" OF ALL WALL OPENINGS.A.ALL STRUCTURAL MEMBERS OF WOOD OR STRUCTURAL COMPOSITE LUMBER INDIRECT GROUND CONTACT TO BE PRESERVATIVE-TREATED WOOD CONFORMING TOAWPA STANDARD U1 AND M4 - USE CATEGORY UC4A (UC5C IF IN CONTACT WITHSALT OR BRACKISH WATER).B.ALL STRUCTURAL MEMBERS OF WOOD OR STRUCTURAL COMPOSITE LUMBER INEXPOSED TO WEATHER OR WITH THE POTENTIAL FOR EXPOSURE TO BEPRESERVATIVE-TREATED WOOD CONFORMING TO AWPA STANDARD U1 AND M4 -USE CATEGORY UC3A.C.ALL INTERIOR WOOD BASED MEMBERS IN DIRECT CONTACT WITH CONCRETE ORMASONRY TO CONFORM TO AWPA STANDARD U1 AND M4 - USE CATEGORY UC1.D.ALL METAL FASTENERS AND CONNECTORS EXPOSED TO WEATHER OR IN CONTACTWITH PRESERVATIVE TREATED MATERIALS SHALL BE Z-MAX COATED, HOT DIPPEDGALVANIZED, STAINLESS STEEL OR OTHERWISE RATED BY THE MANUFACTURER FORCOMPATIBILITY WITH THE APPLICATION. THE EXTERIOR APPLICATION OF ANYMATERIAL TREATED WITH A PRESSURE PRESERVATIVE CONTAINING AMMONIA SHALLREQUIRE THE EXCLUSIVE USE OF STAINLESS STEEL FASTENERS AND CONNECTORS.THE USE OF ANY MATERIAL TREATED WITH THE PRESSURE PRESERVATIVE ACZASHALL REQUIRE THE EXCLUSIVE USE OF STAINLESS STEEL FASTENERS ANDCONNECTORS.E.STAINLESS STEEL AND ZINC-PLATED FASTENERS AND CONNECTORS MAY NOT BECOMBINED. USE ONLY SS FASTENERS WITH SS CONNECTORS. USE ONLYZINC-PLATED FASTENERS WITH ZINC-PLATED CONNECTORS.F.REGULAR INSPECTION AND MAINTENANCE OF WOOD, WOOD-BASED AND METALPRODUCTS USED IN OUTDOOR OR OTHER CORROSIVE ENVIRONMENTS ORAPPLICATIONS IS NECESSARY FOR CONTINUED, LONG-TERM PERFORMANCE.CORROSION/DECAY RESISTANCE:MASONRY:STEEL:A.THIS DESIGN HAS BEEN COMPLETED IN ACCORDANCE WITH PERTINENT STANDARDS,RECOMMENDED DESIGN SOIL PARAMETERS, AND ACCEPTED ENGINEERING DESIGN PROCEDURESAND IS BASED ON THE BEST INFORMATION AVAILABLE AT THE TIME OF COMPLETION. THE DESIGNDOES NOT ANTICIPATE DIFFERENTIAL MOVEMENT RESULTING FROM SUBSURFACE CONDITIONSSUCH AS THE HEAVING OF EXPANSIVE SOIL OR DECOMPOSITION OF SUBSURFACE ORGANICMATTER. SUBSURFACE EXPLORATION CONDUCTED BY A QUALIFIED GEOTECHNICAL ENGINEERINGFIRM MAY BE USED AT THE DISCRETION OF THE BUILDING CONTRACTOR AND/OR BUILDINGOFFICIAL AND ALL FINDINGS REPORTED TO THIS OFFICE FOR REVIEW. IN THE ABSENCE OF AGEOTECHNICAL ENGINEERS REPORT, THE E.O.R. DOES NOT ACCEPT LIABILITY FOR SUBSURFACECONDITIONS WHICH MAY LEAD TO STRUCTURAL OR AESTHETIC DAMAGE TO THE STRUCTURE.B.DESIGN HAS BEEN BASED ON A NON-EXPANSIVE SOIL WITH AN ALLOWABLE SOIL BEARINGCAPACITY OF 2000 psf, ACTIVE EFP = 30 pcf (LEVEL BACK SLOPE). NOTIFY THE ENGINEER OF RECORDAND CEASE CONSTRUCTION IF ADVERSE OR OTHERWISE NON-CONFORMING CONDITIONS AREFOUND TO EXIST.C.MINIMUM COMPRESSIVE DESIGN STRENGTH OF CONCRETE USED FOR FOUNDATION AND SLABSSHALL BE 2500 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 HAVESUFFICIENT STRENGTH AND HAVE BEEN ANCHORED TO THE FLOOR SYSTEM ABOVE ORADEQUATELY BRACED TO PREVENT DAMAGE TO THE WALL. EXTREME CARE MUST BE USEDTHROUGHOUT CONSTRUCTION TO PREVENT MOVEMENT OF RETAINING/FOUNDATION WALLSUNTIL STRUCTURAL SYSTEM COMPLETION. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TOADEQUATELY SHORE THE WALLS THROUGHOUT CONSTRUCTION TO MAINTAIN THE INTEGRITY OFTHE DESIGN. IF UNSURE WHAT COURSE OF ACTION TO TAKE IN ORDER TO PROVIDE ADEQUATETEMPORARY BRACING/SHORING, CONTACT THE ENGINEER OF RECORD FOR ADDITIONALCONSULTATION PRIOR TO PROCEEDING.F.FOOTINGS SHALL BEAR UPON UNDISTURBED SOIL OR UPON SOIL COMPACTED TO A DENSITY OFMIN. 95% OF MODIFIED PROCTOR MAXIMUM DRY DENSITY (ASTM-D 1557) FOR A DEPTH OF ATLEAST 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 WITHEITHER:··MICRO OR MACRO-SYNTHETIC FIBER REINFORCEMENT. FIBER LENGTHS SHALL BE 1/2" TO2.25" IN LENGTH. DOSAGE AMOUNTS SHALL BE FROM 0.75 TO 3.0 POUNDS PER CUBIC YARDIN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. SYNTHETIC FIBERSSHALL COMPLY WITH ASTM C1116. THE MANUFACTURER OR SUPPLIER SHALL PROVIDECERTIFICATION OF COMPLIANCE WITH ASTM C1116 WHEN REQUESTED BY THE BUILDINGOFFICIAL.··6x6 W1.4 x W1.4 WELDED WIRE REINFORCEMENT FABRIC LOCATED IN THE MIDDLE TO THEUPPER 1/3 OF THE SLAB. WELDED WIRE REINFORCEMENT FABRIC SHALL BE SUPPORTED WITHAPPROVED MATERIALS OR SUPPORTS AT SPACING OF 3' OR LESS. WELDED PLAIN WIREREINFORCEMENT FOR CONCRETE SHALL CONFORM TO ASTM A1064/A1064 M CARBON-STEELWIRE AND WELDED WIRE REINFORCEMENT, 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 BEFORESLAB IS PLACED OR OTHER MEANS OF PROTECTING STRUCTURE FROM WDO's MUST BE INSTALLEDAT LATER DATE.I.WHERE SHOWN, CORES OF BLOCK MASONRY SHALL BE FILLED WITH COARSE GROUT OR PEAGRAVEL CONCRETE 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".I.REINFORCING STEEL SHALL CONFORM TO ASTM A615 GRADE 40 LONGITUDINAL REINFORCING INWALLS AND FOOTINGS SHALL BE CONTINUOUS AT CORNERS AND INTERSECTIONS. MATCHINGCORNER BARS SHALL BE USED. MINIMUM LAP OF REINFORCING SHALL BE 25" FOR #5 BARS AND20" FOR #4 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.J.ALL CONCRETE OPERATIONS, INCLUDING BUT NOT LIMITED TO MIX DESIGN, MIXING,TRANSPORTING, PLACING, REINFORCING DETAILING AND PLACING, CURING, AND TESTING SHALL BEDONE IN ACCORDANCE WITH THE REQUIREMENTS AND APPLICATION OF ACI 301, "SPECIFICATIONSFOR STRUCTURAL CONCRETE".FOUNDATION: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.LINTELS SHALL HAVE A LENGTH OF BEARING NOT LESS THAN 4".b.LONG LEG OF ANGLE SHALL BE PLACED IN A VERTICAL POSITION.c.CONTACT THIS OFFICE FOR OPENING WIDTHS EXCEEDING THOSE SHOWN.ALLOWABLE SPANS FOR LINTELS SUPPORTING MASONRY VENEERWIND 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)MEMBER CONNECTION DETAILSH2.5A(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" / ENDLGT2(16) 16d SINKER x 3-1/4" TO TRUSS(14) 16d SINKER x 3-1/4" TO PLATE/POSTMSTA12(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" / ENDSP1(6) 10d COMMON x 3" TO STUD(4) 10d COMMON x 3" TO PLATESP2(6) 10d COMMON x 3" TO STUD(6) 10d COMMON x 3" TO PLATESSP(4) 10d COMMON x 1-1/2" TO STUD(3) 10d COMMON x 1-1/2" TO DOUBLE PLATE(1) 10d COMMON x 1-1/2" TO SINGLE PLATETSP(9) 10d COMMON x 1-1/2" TO STUD(6) 10d COMMON x 1-1/2" TO DOUBLE PLATEDSP(8) 10d COMMON x 1-1/2" TO STUD(6) 10d COMMON x 1-1/2" TO DOUBLE PLATE(2) 10d COMMON x 1-1/2" TO SINGLE PLATESPH4/6/8(12) 10d COMMON x 1-1/2" TOTALA34(8) 8d COMMON x 1-1/2" TOTALLTP4(12) 8d COMMON x 1-1/2" TOTALLGT3(12) 1/4"x2-1/2" SDS SCREWS TO TRUSS(26) 16d SINKER x 3-1/4" TO PLATE/POSTLGT4(16) 1/4"x3" SDS SCREWS TO TRUSS(30) 16d SINKER x 3-1/4" TO PLATE/POSTSIMPSONCONNECTORFASTENERSFRAMING CONNECTOR SCHEDULECS16(14) 10d COMMON x 1-1/2" / ENDCS18/CSHP18(11) 10d COMMON x 1-1/2" / ENDCS20(9) 10d COMMON x 1-1/2" / ENDSIMPSON 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 SCREWSUSPALTERNATIVERT7ART8AMTW12HTW20LUGT2MSTA12MSTA18MSTA24MSTA36KST248KTS260SPT22SPT24LFTA6SPTH4/6/8MP34MP4FLUGT3LUGT4RS250RS200RS150HOLD-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:A.ALL TRUSS ENGINEERING TO BE DESIGNED AND APPROVED BY DELEGATED TRUSS ENGINEERLICENSED TO PERFORM ENGINEERING IN THE STATE OF FLORIDA.B.ALL ROOF/FLOOR TRUSS ENGINEERING TO MATCH LAYOUT(S) SHOWN ON THE FRAMINGPLAN(S). ANY VARIATIONS FOUND SHOULD BE REPORTED TO THIS OFFICE PRIOR TOCOMMENCING FOUNDATION POUR OR FRAMING.C.ALL TRUSSES TO BE DESIGNED TO MEET OR EXCEED THE WIND SPEED / EXPOSURE DESIGNATEDIN THE "WIND DESIGN CRITERIA" SHOWN ON THIS SHEET.D.ALL RIDGE, HIP RIDGE, AND HIP BLOCKING ("DOLLAR EATERS") TO BE 2x4 #2 SYP @ MAX. 24"o/c w/ (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 HAVE BEEN CALCULATED BY THIS OFFICE AND ALL CONNECTIONS SPECIFIED ON THESEPLANS SHOULD BE FOLLOWED.H.TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING ANDBRACING. REFER TO BCSI 1-03 PUBLISHED BY TPI AND WTCA PRIOR TO PERFORMING THESEFUNCTIONS.I.TOP CHORD OF ALL ROOF TRUSSES TO BE BRACED WITH ROOF SHEATHING PER SCHEDULE OR2x4 #3 SPF PURLINS SPACED ACCORDING TO THE MAXIMUM SPACING ON THE TOP CHORD OFTHE TRUSS ENGINEERING BENEATH PIGGYBACK TRUSSES, VALLEY TRUSSES, OR VALLEYOVERFRAMING PER DETAIL F/FRD ABOVE. ATTACH PURLINS TO EACH INTERSECTING TOPCHORD w/ (2) .131x3" NAILS.J.BOTTOM CHORD OF ALL ROOF TRUSSES TO BE BRACED WITH PROPERLY APPLIED DRYWALLCEILING OR 2x4 #3 SPF PURLINS SPACED ACCORDING TO THE MAXIMUM SPACING ON THEBOTTOM CHORD OF THE TRUSS ENGINEERING. ATTACH PURLINS TO EACH INTERSECTINGBOTTOM CHORD w/ (2) .131x3" NAILS. SEE DETAIL C/FRD FOR BRACING OF BOTTOM CHORDSAT PORCHES.K.PERMANENT TRUSS BRACING: WEB BRACING QUANTITY AND LOCATION TO BE INSTALLED ATLOCATIONS SHOWN ON THE TRUSS ENGINEERING. FOR MULTIPLE, IN-LINE WEBS REQUIRINGBRACING, REFER TO OPTION 1 BELOW. FOR INDIVIDUAL TRUSS WEBS, L OR T BRACE PEROPTION 2.2x4 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.QTALTERNATIVEH6H8MTS12HTS20CS20-250CS18-200CS16-150MS24MS36SC34SC35FSDWC15600N/AMS24cFLOOR (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, 6LGT2LGT3LGT4N/AN/AN/AN/AN/AN/AN/AN/AN/AN/AINT.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/WITHDSW-DOUBLE SIDED SHEAR WALLSW-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 SHEETΔDEFLECTIONATRALL-THREAD RODWSPWOOD STRUCTURAL PANELA.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 A FLOORTRUSS SYSTEM) TO BE PER BEAM LIST ON FRAMING PLAN ACCORDING TO BEAMCALCULATIONS PROVIDED BY OTHERS. REFER TO BEAM CALCULATIONS FORINFORMATION IDENTIFYING THE SCL MANUFACTURER, SIZE AND MATERIAL TO BEUSED. IT IS IMPORTANT THAT THE BEAM INSTALLED MATCHES THE SIZE, MATERIAL,AND MATERIAL MANUFACTURER SHOWN ON THE BEAM CALCULATION.SUBSTITUTING ANOTHER MANUFACTURERS MATERIAL, EVEN WITH MATCHINGPROPERTIES, IS NOT ALLOWED WITHOUT WRITTEN NOTICE FROM THIS OFFICE.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 SUPPORT ALLDESIGN LOADS WITHIN CODE LIMITATIONS. ARCHITECTURAL SPECIFICATIONS,INCLUDING PRODUCT MANUFACTURER REQUIREMENTS OR A DESIRED HIGHERPERFORMANCE REQUIREMENT MAY REQUIRE SHEATHING THICKER THAN THATSPECIFIED ON THESE PLANS. FOLLOW THE MOST STRINGENT SHEATHING THICKNESSREQUIREMENT.2.ALL REFERENCES TO SHEATHING OR WOOD STRUCTURAL PANELS TO BE APA ORTECO 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, CORNER POSTS,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 PER FBC1506.5 (NAILS), 1506.6 (SCREWS), AND 1506.7 (CLIPS).I.USE OF TETRA GRIP (.113"x2-3/8") NAILS TO FASTEN FLOOR SHEATHING IS ALLOWEDAS NOTED BASED ON ESR-3071 DATED DECEMBER 2015.EWPENGINEERED WOOD PRODUCTS (PSL, LVL, LSL)FRDFRAMING DETAIL SHEETTD"TIE DOWN" SHEETTDD"TIE DOWN" DETAIL SHEETQTBBLUE QUICK TIE CABLEQTGGREEN QUICK TIE CABLEQTOORANGE QUICK TIE CABLEX58SHEAR WALL HOLD DOWN - SEE TD PAGESO12O58SHEAR WALL HOLD DOWN - SEE TD PAGESSHEAR WALL HOLD DOWN - SEE TD PAGESG38SHEAR WALL HOLD DOWN - SEE TD PAGESABBREVIATIONS:SIMPSON DTT2ZUSP N/AQT N/ASIMPSON HTT4USP HTT4QT HDT45SIMPSON HDQ8USP UPHD8QT N/ASIMPSON HDU14USP UPHD14QT N/ASIMPSON HTT5USP HTT5QT HDT45MS24By Mike Jones at 11:23 am, Jan 18, 2022
338833SEE DETAIL 6/FDD@ GARAGE DOOROPENINGSEE DETAIL 6/FDD@ GARAGE DOOROPENING773812244331144338311'-6 1/2"8'-8"5'-4 1/2"6'-5 1/2"3'-3"1'-6"
4'-8 1/2"3'-9"EMBEDS REQUIREDSEE DETAIL 5/FDD.30"x30"x16"w/ 3-#4/#5'sBOTH WAYS24"x24"x16"w/ 3-#4/#5'sBOTH WAYS13'-1"
1'-5"36"x36"x16"w/ 4-#4/#5'sBOTH WAYS30"x30"x16"w/ 3-#4/#5'sBOTH WAYS36"x36"x16"w/ 4-#4/#5'sBOTH WAYS30"x30"x16"w/ 3-#4/#5'sBOTH WAYS4'-6"5'-2 1/2"8J2219400/00/00ASHLAR HOMES
376 TENTH STREET
PLAN: LUCERO RESIDENCE
DUVAL COUNTYSDMJAOJRA---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 ENGINEER9/14/21JE
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OQUEMOREDERFD1FOUNDATION PLANFOUNDATION PLANSCALE: 1/4"=1'-0"----------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 FIBERMESH PERFBC-R506.2.4.2(1) OR 6x6WWM PER FBC-R506.2.4.2(2)(SEE PAGE CS-FOUNDATION:NOTE G) OVER TERMITETREATED, CLEAN, COMPACTEDFILL.2.IT IS RECOMMENDED THAT ALLFLATWORK BE SAWCUT IN9'x9' GRID PER ACI 332, 1"DEEP WHILE CONCRETE ISWORKABLE (WITHIN 4-12HOURS OF PLACEMENT - 4 HRSFOR HOT WEATHER, 12 HOURSFOR COLD WEATHER).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.
J22194ASHLAR HOMES
376 TENTH STREET
PLAN: LUCERO RESIDENCE
DUVAL COUNTYSDMJAOJRA---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 ENGINEER9/14/21JE
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OQUEMOREDERFDDFOUNDATION DETAILS OPTIONAL 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"
J22194ASHLAR HOMES
376 TENTH STREET
PLAN: LUCERO RESIDENCE
DUVAL COUNTYSDMJAOJRA---FRAMING PLANSCALE: 1/4"=1'-0"GARAGE DOOR D.P.+23.0 / -26.6GARAGE DOOR D.P.+23.0 / -26.62x6 #2 SYP LEDGERATTACHED TO EACHTRUSS END VERTICALw/ (5) .131x3" NAILS.BM1BEAM SCHEDULEBM1(3) 1-3/4"x20" LVL (2.1E)ALL EXTERIOR WALLS TO BEFRAMED w/ MIN. 2x6 #2 SPFSTUDS @ 16" o/c, U.N.O.EXTERIOR WALL STUDS1st FLOOR2nd FLOORCONV. ROOF 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·1x4 SYP THRUST CONNECTIONS @48" o/c w/ (5) .131x3" NAILS TOPARALLEL CEILING JOISTS AND (2).131x3" TO EACH INTERSECTINGPERPENDICULAR CEILING JOIST.EXTEND THRUST CONNECTIONINTO CEILING FRAMING AMINIMUM OF 10'-0".2x12 FLOOR JOISTS@ 16" o/cw/ LUS210 HGRSTO BM1
(2)2x4-1(2)2x4-1(2)2x4-1(2) 1-3/4"x14" LVL(2)2x12
(2)2x12
(2)2x6-1(2)2x6-1(2)2x6-1(2)2x6-1
(2)2x6-1(2)2x6-1(2)2x4-1(2)2x4-1
(2)2x4-1(2)2x10-1SEE DETAIL B/FRD,OPTION 3. ATTACHFLOOR TRUSS TO TOPPLATE w/ (1) SDWC15600EACH END OF SHEARWALL.(2)2x8-1(2)2x8-1(2)2x6-1(2)2x10-2(2)2x10-2(2)2x6-1(2)2x8-2(2)2x6-1 (2)2x6-1 (2)2x6-1(2)2x6-13ply POST@ GIRDER.(2)2x6-1(3) 1-3/4"x16" LVL-2(2)2x6-1(3)2x12-2(2)2x6-1(3)2x6-1(3)2x6-1(3)2x6-12ply POST@ GIRDER.(3)2x8-1(3)2x8-1(2)2x8-1 2ply POST@ GIRDER.2ply POST@ GIRDER.(2)2x4-12ply POST@ GIRDER.2ply POST@ GIRDER.(3)2x6-1-CONTINUOUS3ply JACK POST BETWEENEACH WINDOW/DOOR.
(2) 1-3/4"x14" LVL
6x6 #2 SYP PT POST@ PORCH HDR w/(1) ABU66 @ BASE.(3) 1-3/4"x14" LVL(2) 1-3/4"x16" LVLORSEE DETAIL B/FRD,OPTION 2.(3)2x6-1-CONTINUOUS
3ply JACK POST BETWEEN
EACH WINDOW/DOOR.ALL EXTERIOR WALLS TO BEFRAMED w/ MIN. 2x6 #2 SPFSTUDS @ 16" o/c, U.N.O.EXTERIOR WALL STUDS(2)2x12(2) 1-3/4"x11-1/4" LVL (2) 1-3/4"x11-1/4" LVL6x6 #2 SYP PT POST@ PORCH HDR w/(1) ABU66 @ BASE.6x6 #2 SYP PT POST@ PORCH HDR w/(1) ABU66 @ BASE.(3) 1-3/4"x14" LVL-3 DTSDSW3-*
SW6-O12SW6-O12 SWS1-*SWS1-*SWS1-*SW4-O58SWS1-*SWS1-*SHEATH PORCHCEILING PER DETAILC/FRD, OPT. 3(3)2x6-1-CONTINUOUS
2ply JACK POST BETWEEN
EACH WINDOW/DOOR.
SW6-O12
SW6HP-G38SW6HP-B38SW6HP-B38SWS1-*SW4-O586x6 #2 SYP PT POST@ PORCH HDRPRIOR 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 ENGINEER9/14/21JE
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OQUEMOREDERFR1FRAMING PLANSTUD WALL LEGEND= 2x4 #2 SPF @ 16" o/c.= 2x4 #2 SPF @ 12" o/c.= 2x6 #2 SPF @ 16" o/c.= 2x8 #2 SPF @ 16" o/c.=OTHER, SEE PLAN(2)2x6-1/*-*RAISED HDR IFLABELED "RSD".CONTINUOUS IFLABELED "CONT".NOMINAL SIZE OFHEADER (#2 SYP, U.N.O.)NUMBER OF JACKSTUDS EACH SIDEHEADERSROOF SHEATHINGPANEL TO BE APPLIED WITH LONG DIMENSIONPERPENDICULAR TO TRUSSES/RAFTERSCORNERS IDENTIFIED &DIMENSIONED INDICATE WALLSEGMENTS WHERE END-ZONEPRESSURES SHALL APPLY TOCOMPONENTS & CLADDING. ALLOTHER AREAS MAY USEINTERIOR-ZONE PRESSURES FORCOMPONENTS & CLADDING.END-ZONES3'-6"= 2x6 #2 SPF @ 24" o/c.1.15/32" (32/16 SPAN RATED) PLYWOOD MAY BESUBSTITUTED FOR 7/16" or 15/32" OSB.2.ATTACH SHEATHING w/ 2-3/8"x0.113" (RSRS-01)RING-SHANK NAILS @ 6" o/c (EDGE & FIELD).3.FOR PANELS EXCEEDING 15/32" THICKNESS, USE2-1/2"x0.131" (RSRS-03) or 3"x0.120" (RSRS-04)RING-SHANK NAILS.11. FOR EXTERIOR WALLS, SEE NOTE 1b and 2bIN WALL SHEATHING SCHEDULE. SHINGLE# OF PLIESREFER TOSCHEDULE BELOWFOR KING STUDS,U.N.O.KING STUDS8' ⅊9' ⅊10' ⅊4'8' ⅊9' ⅊10' ⅊12' ⅊2x4 WALL2x6 WALL
MAX. OPENING WIDTHNOTES:1.(1) KING STUD @ ALL INTERIOR OPENINGS.2.STUD COUNT MAY BE REDUCED IF FRAMEDSOLID TO ADJACENT EXTERIOR WALL CORNER.3.USE WIDTH OF TOTAL OPENING FORCONTINUOUS HEADERS.6'8'12'16'18'NON-STUCCO FINISH4'6'8'12'16'18'STUCCO FINISH32211122111111111111111111111111112211122353521121245----------21245-211344111223---PLATEHTSIZE
12' ⅊NOTES:1.STUCCO WALLS TO BE SHEATHED WITH:a.MAX. 16" o/c STUD FRAMING - 15/32"ORIENTED VERTICAL or HORIZONTAL.b.MAX. 24" o/c STUD FRAMING - 7/16"ORIENTED HORIZONTAL.2.SIDING/BRICK WALLS TO BE SHEATHED WITH:a.MAX. 16" o/c STUD FRAMING - 7/16"ORIENTED VERTICAL or HORIZONTAL.b.MAX. 24" o/c STUD FRAMING - 15/32"ORIENTED VERTICAL or 7/16" ORIENTEDHORIZONTAL.3.HARDI-PANEL AND SMARTSIDE NOT ALLOWEDWITH 24" o/c STUD FRAMING.4.1/2" GYPSUM BOARD TO BE ATTACHED w/ 5dCOOLER NAILS OR #6x1-1/4" TYPE W OR SSCREWS WHERE SW-GYP IS SPECIFIED.5.IT IS ALLOWABLE TO USE STRUCTURAL 1RATED 7/16" SHEATHING IN PLACE OF 15/32"SPECIFIED SHEATHING.SHEATHINGOPTIONS.131x2-1/2"8d NAILING(EDGE/FIELD)IDSW4ENDPOST2ply7/16" RATED OSB1,25/16" HARDI-PANEL3/8" SMARTSIDE6" / 12"6" / 6"4" / 6"DSW4SW6HP orEXT WALLSw/ NO ID7/16" RATED OSB6" / 12"SW62ply3ply4" / 12"3" / 12"SW3DOUBLE SIDED SW47/16" RATED OSB4" / 12"1,27/16" RATED OSB1,27/16" RATED OSB1,2WALL SHEATHING1ply4plySYPDSW33" / 12"5plySYPSHEAR WALL ID, REFER TOWALL SHEATHING SCHEDULE(FR PAGES) AND TO STUBBIESPACING SCHEDULE (TD PAGES)TYP. SHEARWALLCALLOUT4plySYP3" / 12"SWS17/16" STRUCTURAL 1RATED OSB1,233ALL SHEATHED WALLS TO BE TIED IN TO ROOF/FLOORSYSTEM ABOVE PER DETAIL A/FRD OR B/FRD.SHEAR WALL HOLD DOWN TOBE PLACED @ EACH END OFSHEAR WALL. REFER TO HOLDDOWN SCHEDULE (TD PAGES)FOR HOLD DOWN OPTIONS.DOUBLE SIDED SW37/16" RATED OSBSW-GYP1/2" GYPSUM7" / 7"31plySW6 - O127/16" (24/16 SPAN RATED) OSBMETAL/TILE15/32" (32/16 SPAN RATED) OSB
J22194ASHLAR HOMES
376 TENTH STREET
PLAN: LUCERO RESIDENCE
DUVAL COUNTYSDMJAOJRA---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 ENGINEER9/14/21JE
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OQUEMOREDERFRDFRAMING DETAILS0-11'(4) .131x3" TOENAILS11'-16'(6) .131x3" TOENAILSA/FRDSHEATHED WALL TIE-IN DETAILS (ROOF TRUSSES)B/FRDSHEATHED WALL TIE-IN DETAILS (FLOOR TRUSSES)C/FRDPORCH DETAILSMIN. 3/8" SHEATHING w/ 6" EDGE 12" FIELD 8d NAILING.BLOCK ALL UNSUPPORTED PANEL EDGES.RATED VINYL CEILING OVER 1x4 #2 SYP OR 2x4 #2 SPFPURLINS SPACED AT 12" o/c AND ATTACHED WITH (2).131x3" NAILS TO EACH INTERSECTING TRUSS.MIN. w/ 3/8" SHEATHING w/ 6" EDGE 12" FIELD 8dNAILING. BLOCK ALL UNSUPPORTED PANEL EDGES.ATTACH BLOCKING TO TOP OF EXTERIOR WALL TOP PLATE& TO PORCH HDR w/ .131x3" NAILS @ 6"o/c .123OPTION 1(NON-PLATEDPORCH HEADER)OPTION 2(PLATED PORCH HEADER)PORCH SHEATHING DETAILSSUPPORT PORCHHEADER w/ (1) 2x PERPORCH HEADER PLY.SUPPORT PORCHHEADER w/ (1) 2x PERPORCH HEADER PLY.POCKET PORCHHEADER INTOWALL AS SHOWN.PORCH HEADERPER PLANPORCH HEADERPER PLANNOTCH PORCH HEADER3" AROUND TOP PLATEAND POCKET INTOWALL AS SHOWN.PORCH HDR / WALL INTERSECTION DETAILBM/HDR CONNECTION DETAILE/FRDROOF TRUSSTOP CHORDS.2x6 #2 SYPRAFTERS @24" o/c.4' o/c MAX.(3) .131x3" TOENAILS @CRIPPLE TO TOP CHORDOR BLOCKING BELOW.(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 & TRUSS TOPCHORD OR BLOCKING w/ (3) .131x3" TOENAILS.BRACE TOP CHORD OF TRUSSES BELOW OVERFRAMING w/1x4 SYP PURLINS @ MIN. SPACING DESIGNATED ON TRUSSENGINEERING w/ (2) 8d NAILS PER INTERSECTING TOPCHORD. 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.OVERFRAMING DETAILF/FRDEXTERIOR PLATE HEIGHT BREAKSG/FRDHEADER PERPLANNAIL LEAD KING STUD TOHEADER OR TOENAIL PERSCHEDULE BELOWIF > 16", ADDCRIPPLE STUDS@ 16" o/c.IF > 16", ADD CRIPPLESTUDS @ 16" o/c.2x BLOCKING FORARCH WINDOWSw/ (2) .131x3"NAILS/END.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 PLYKING TO HDR NAILINGATTACH HEAD/SILLTO JACK STUD PERSCHEDULE.NOTE: WINDOWS/DOORS TO BE ATTACHED TO FRAMINGMEMBERS PER MANUFACTURER's INSTRUCTIONS.TYP. OPENING DETAILH/FRDTOP PLATEINTERIOR WALLSTUDS - SEEFRAMING PLANFOR SIZESHOE PLATEEXTERIOR WALLSTUDS - SEEFRAMING PLANFOR SIZEWALL SHEATHING(SEE FR SHEETS)SHOE PLATETOP PLATETOP PLATEINTERIOR WALLSTUDS - SEEFRAMING PLANFOR SIZEROOF SHEATHING(SEE FR SHEETS)FOUNDATION - SEE FD SHEETSTOP PLATE2ply 2x (MATCH WALL STUD)(2) ROWS OF .131x3" NAILS @ 12" o/cSTAGGERED. TIGHTEN TO 6" o/cSTAGGERED @ ALL WALLS LABELEDSW3/SW4 OR ATTACH WALLSHEATHING TO UPPER PLY OF TOPPLATE.MIN. 48" w/ (24) .131x3" NAILS IN LAPSPLICE UPPER PLY LAP OVER HEADERSWHERE POSSIBLE.FLOOR SHEATHINGFLOOR SYSTEMROOF SYSTEM1-STORY WALL SECTION2-STORY WALL SECTIONINTERIOR WALLSTUDS - SEEFRAMING PLANFOR SIZESIZEFLOOR SHEATHINGEDGE NAILINGFIELD NAILING10d COMMON NAILS w/ ADHESIVEor PASLODE TETRAGRIP FASTENERS23/32"6" o/c6" o/cTOP PLATENAILPATTERNGRADESIZELAP2x (MATCH WALL STUD)#2 SYP (PT ON CONCRETE)SHOE PLATENOTE: FASTEN 2nd FLOOR SHOE PLATE TO RIMBOARD WITH .131x3" NAILS @ 8" 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.SHOE PLATEEXTERIOR WALLSTUDS - SEEFRAMING PLANFOR SIZEWALL SHEATHING(SEE FR SHEETS)ROOF SHEATHING(SEE FR SHEETS)ROOF SYSTEMFOUNDATION - SEE FD SHEETSSHOE PLATETOP PLATEEXTERIOR WALLSTUDS - SEEFRAMING PLANFOR SIZEWALL SHEATHING(SEE FR SHEETS)SHOE PLATESHOE PLATETYPICAL WALL SECTIONSK/FRDTYPICAL GABLE END DETAILL/FRD(1) MTS12 OR(1) MSTA18STRAP @ EACHCORNER OFCHIMNEY TORAFTER/TRUSSTOP CHORDOR 2x4BLOCKINGBELOW.2x4 #2 SYP BLOCKINGBETWEEN TRUSSESBELOW CHIMNEYWALLS w/ (4) .131x3"TOE/END NAILS ATEACH END OFBLOCKING TO TOPCHORD OF TRUSS ORRAFTER.ROOF TRUSSTOP CHORDS.M/FRDCHIMNEY OVERFRAMINGN/FRDRAFTER SCAB DETAIL2x #2 SYPCONTINUOUS FROMTOP PLATE OFSHEATHED-WALL TOADJACENT TRUSS.2x MUST MATCH OREXCEED LENGTH OFSHEATHED-WALL.7/16" THICK (MIN.)SHEATHINGATTACHED TONAILER, TOP PLATEAND BLOCKING w/8d NAILS @ 3" o/c.NAIL 2x BLOCKING TOTOP PLATE w/ .131x3"NAILS @ 3" o/c.ENGINEEREDROOF TRUSS.2x4 #2 SYP NAILERATTACHED TOTRUSS BOTTOMCHORD w/ .131x3"NAILS @ 3" o/c.ENGINEEREDROOF TRUSS.ATTACH EACH BRACETO TOP/SILL PLATE w/(4) .131x3" NAILS.ATTACH EACHBRACE TO EACHTRUSS BOTTOMCHORD w/ (3).131x3" TOENAILS.ENGINEEREDROOF TRUSS.2x4 #2 SYP BRACES @12" o/c ALONG WALLLENGTH.11.25" MAX.NAIL ROOFSHEATHING TO TOPCHORD OF TRUSS w/8d NAILS @ 3" o/c.2x4 #2 SPF LEDGERATTACHED TO TRUSSw/ (4) .131x3" NAILS @EACH INTERSECTINGTRUSS MEMBER. USEWHEN BOTTOMCHORDS ADJACENT TOWALL ARE ATDIFFERING HEIGHTS.NAIL TRUSSBOTTOM CHORDTO 2x BLOCKINGw/ .131x3" NAILS@ 3" o/c.NAIL ROOF SHEATHINGTO TOP CHORD OFTRUSS w/ 8d NAILS @3" o/c.NAIL ROOFSHEATHING TOTOP CHORD OFTRUSS w/ 8dNAILS @ 3" o/c.16" MAX.OPTION #1SHEATHED WALL TIE-IN TO ADJACENT TRUSSESPARALLEL EACH SIDE (PREFERRED)ATTACH EACH BRACETO TOP/SILL PLATE w/(4) .131x3" NAILS.ATTACH EACHBRACE TO EACHTRUSS BOTTOMCHORD w/ (3).131x3" TOENAILS.ENGINEEREDFLOOR TRUSS.2x4 #2 SYP BRACES @12" o/c ALONG WALLLENGTH.ADDITIONAL 2x4 #2 SYPTOP PLATE ABOVESHEAR WALL. ATTACHTO TOP PLATE w/.131x3" NAILS @ 3" o/c.NAIL FLOOR SHEATHINGTO TOP CHORD OFTRUSS w/ 10d NAILS @3" o/c.ATTACH B.C. OFTRUSS TO TOPPLATE w/ .131x3"TOENAILS @ 3" o/c.NAIL ROOFSHEATHING TOTOP CHORD OFTRUSS w/ 8dNAILS @ 3" o/c.ENGINEEREDROOF TRUSS.ATTACH SHEATHINGTO BLOCKING WITHo/c 8d EDGENAILING SPECIFIEDON PLAN.< 4"2x4 #2 SYPBLOCKING.ATTACH SHEATHINGTO UPPER TOPPLATE WITH o/c 8dEDGE NAILINGSPECIFIED ON PLAN.OPTION #2SHEATHED WALL TIE-IN TOADJACENT PARALLEL TRUSSOPTION #3SHEATHED WALL TIE-IN TOADJACENT PARALLEL TRUSSOPTION #4SHEATHED WALL TIE-IN TOTRUSS DIRECTLY ABOVE WALLOPTION #5EXTERIOR WALL - HIGH HEELHEEL GREATER THAN 6" IN HEIGHTSHEATH FLOOR TRUSSADJACENT TO SHEARWALL w/ 7/16" RATEDSHEATHING ATTACHED w/8d NAILS @ 3" EDGE & 12"FIELD. BLOCK ALL PANELEDGES. SHEATHINGLENGTH TO MATCHSHEAR WALL LENGTH.OPTION #1SHEATHED WALL TIE-IN TO ADJACENT TRUSSESPARALLEL EACH SIDEOPTION #2SHEATHED WALL TIE-IN TO CONTINUOUSTRUSSES PERPENDICULAR TO SHEATHED WALLFOR STUCCOFINISH: PROVIDE2x BLOCKING @16" o/c FOR 15/32"SHEATHINGAPPLIEDVERTICALLY.(1) CSHP18 HORIZ. @LOWER TOP PLATE TO2x #2 SYP BLOCKING INHIGHER WALL. (9)10dx1-1/2" NAILS EACHSIDE OF JOINT. NOTREQUIRED AT CORNERSOR INTERIOR WALLS.TOP PLATEOPTION #3SHEATHED WALL TIE-IN TOTRUSS DIRECTLY ABOVE WALLATTACH B.C. OFTRUSS TO TOP PLATEw/ (1) SDWC15600EACH END OFSHEARWALL AND.131x3" NAILS @ 3"o/c.NAIL FLOORSHEATHING TO TOPCHORD OF FLOORTRUSS w/ 10dNAILS @ 3" o/c.ENGINEEREDFLOOR TRUSS.OPTION #4EXTERIOR WALL - TRUSS/JOISTSPARALLEL TO WALLSHEATH PORCHCEILING PEROPTION 1 OR 2,UNLESS NOTEDOTHERWISE ONPLAN.SEE DETAIL 5/TDD FORSTRAPPING REQUIREMENTS#2 SYPFOR OPENINGS > 4' SEE DETAILJ/FRD OR DETAIL 2/TDD.HEADER DETAILJ/FRDSEE DETAIL J/FRDOR DETAIL 6/TDD.GARAGE DOOR BUCK.USE PT LUMBER IF 2xMATERIAL.2x GARAGE DOOR JAMBATTACHED TO JACK/KINGPOST w/ (1) ROW OF5/16"x3" LAG SCREWS @24" o/c FOR OPENINGSUP TO 10' IN WIDTH AND@ 12" o/c FOR OPENINGSUP TO 18' IN WIDTH.NOTE: GARAGE DOORTO BE ATTACHED TOFRAMING MEMBERS INACCORDANCE w/APPLICABLEMANUFACTURER'sINSTRUCTIONS.JAMB LAG SCREWSMAY BE OMITTEDPROVIDED SCREWSFASTENING GARAGEDOOR TRACK AREINCREASED IN LENGTHBY 2" OR THE DEPTH OFTHE JAMB MATERIAL.GARAGE DOORP/FRDGARAGE DOOR JAMB DETAILATTACHMENTWIDTHSCAB RAFTER TOTOP CHORD OFTRUSS w/ .131x3"NAILS @ 4" o/c.TRUSSSPAN(M
IN
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24
"
)2x4 #2 SYP SCAB: MAX OVERHANG 20"2x6 #2 SYP SCAB: MAX OVERHANG 42"SPAN2x4 #2 SYP RIBBONBOARD ATTACHEDTO EACHINTERSECTINGTRUSS w/ (3).131x3" NAILS.3" o/c 8d NAILS.3" o/c 8d NAILS.OSB SHEATHINGREQ'D. NOHORIZONTAL JOINTSALLOWED.3" o/c 8d NAILS.3" o/c 8d NAILS.THIS DETAIL APPLIES TO ALL HEADERS GREATER THAN 4' IN WIDTH UNLESS THE TOP PLATE ISSTRAPPED TO THE HEADER PER DETAIL 2/TDD. THIS DETAIL DOES NOT APPLY TO WALLSSUPPORTING A FLOOR SYSTEM ABOVE.CLIP TRUSS TOSHEATHED SIDE OFHEADER.CLIP TRUSS TOSHEATHED SIDE OFHEADER.FLUSH HEADERDROPPED HEADER2ply3ply4ply2"2"2"2"2"2"(3) ROWS OF 10dNAILS @ 12" o/c(4) ROWS OF 10dNAILS @ 12" o/cEACH SIDE(2) ROWS OF1/4"x6" SDSSCREWS @ 24"o/c EACH SIDE PLATFORM FRAMEDSDWC15600 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/c(6) .131x3" NAILS.PLATFORMFRAMEDWALLSTUDS.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.AASLOPE TOP PLATETO MATCH ROOFPITCH.2x BLOCKING BETWEENALL OUTLOOKERSABOVE TOP PLATETOENAILED @ 6" o/cBALLOON FRAMEDBALLOONFRAMEDWALLSTUDS.OSB SHEATHINGREQ'D. NOHORIZONTAL JOINTSALLOWED.2x4 #2 SYPOUTLOOKERS @ 24" o/c(MAX 24" RAKE).OUTLOOKERS NOTREQUIRED FOR GABLERAKES 9" OR LESS.2x4 #2 SYPOUTLOOKERS @ 24"o/c (MAX 16" RAKE).TIGHTENOUTLOOKERS TO 12"o/c TO MAX 24" RAKE.OUTLOOKERS NOTREQUIRED FOR GABLERAKES 9" OR LESS.2x4 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.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.TOP PLATE OF SHEARWALL BELOW.7/16" RATEDSHEATHING ATTACHEDw/ 8d NAILS @ 3" o/c.BLOCKING PANELSALONG ENTIRE LENGTHOF SHEAR WALL BELOW.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.(1) H2.5 @ EACHOUTLOOKER TOGABLE TRUSS.(1) H2.5 @ EACHOUTLOOKER TOGABLE TRUSS.
·SEE COVER SHEET (CS) FOR TRUSS TO PLATECONNECTION NAIL SIZE AND QUANTITIES.·SEE COVER SHEET (CS) FOR HOLD-DOWNINSTALLATION DETAILS.·SEE TIE-DOWN DETAIL SHEET (TDD) FORGENERAL TIE-DOWN DETAILS.TIE-DOWN PLANSCALE: 1/4"=1'-0"1st FLOORATR/QT SPACING PLAN·REFER TO DETAIL 1/TDD FOR TIE DOWN OF ALL ROOFBEARING WALLS WHERE ATR/QT SPACING IS NOT SPECIFIED.·REFER TO DETAIL 2/TDD FOR TIE-DOWN OF WALLS OVEROPENINGS EXCEEDING SPECIFIED ATR/QT SPACING.·REFER TO DETAIL 3/TDD FOR PORCH HDR/POST STRAPPINGDETAILS, U.N.O.2nd FLOORSEE DETAIL B/FRD,OPTION 3. ATTACHFLOOR TRUSS TO TOPPLATE w/ (1) SDWC15600EACH END OF SHEARWALL.(2) SDWC15600's or(1) H2.5 EACH SIDEOF TOP PLATE TOTRUSS w/ (1) ATR.(2) SDWC15600's or(1) H2.5 EACH SIDEOF TOP PLATE TOTRUSS w/ (1) ATR.ATTACH TRUSS TO TOPPLATE w/ (1) H2.5EACH SIDE OF WALL or(2) SDWC15600's.ATTACH TOP PLATE TOHDR w/ (1) SPH4/6/8.ATTACH TRUSS TO TOPPLATE w/ (1) H2.5EACH SIDE OF WALL or(2) SDWC15600's.ATTACH TOP PLATE TOHDR w/ (1) SPH4/6/8.(1) HTS20 @TRUSS TO HDR.(2) SDWC15600's or(1) H2.5 EACH SIDEOF TOP PLATE TOTRUSS w/ (1) ATR.(2) SDWC15600's or(1) H2.5 EACH SIDEOF TOP PLATE TOTRUSS w/ (1) ATR.(1) HDQ8 @ BASE OFEND POST.(1) HDQ8 @ BASE OFEND POST.(1) HDQ8 @ BASE OFSW END POST.ATR's @ 4' o/cATR's @ 7' o/cATR's @ 7' o/cSEE DETAIL B/FRD,OPTION 2.SW3-*
SW6-O12SW6-O12 SWS1-*SWS1-*SWS1-*SW4-O58SWS1-*SWS1-*(1) HDQ8 @ BASE OFEND POST.SW6-O12
SW6HP-G38SW6HP-B38SW6HP-B38SWS1-*SW4-O58(1) MSTA18 @ EACHHDR TO JACK POST w/(1) STHD14 @ BASE.(3)CS16's @ ENDPOST TO GIRDERHIGH UPLIFT OVERBEAM/TRUSSREFER TO DETAIL 1/TDD,FOLLOW HIGH UPLIFTOPTIONS. FOLLOW HIGHUPLIFT OPTIONS SHOWN ONDETAIL 2/TDD WHEREAPPLICABLEHIGH UPLIFT OVERBEAM/TRUSSREFER TO DETAIL 1/TDD,FOLLOW HIGH UPLIFTOPTIONS. FOLLOW HIGHUPLIFT OPTIONS SHOWN ONDETAIL 2/TDD WHEREAPPLICABLE(1) HTS20 @ GIRDER TOPOST w/ (1) CS18 @BASE TO HDR BELOW.(1) HDQ8 @ BASE OFEND POST w/ 5/8"ATRFROM HDQ8 TO SLAB.(2) MSTA18's @ PORCHHEADER TO POST w/ (2) CS18's@ BASE TO BEAM BELOW.(2) CS18's @ BASE OFPOST TO POST BELOW.ATR's @ 4' o/cM (2) HTS20's @TRUSS TO HDR.O12 (2) MTS12's @ TRUSSTO POST.(1) HDQ8 @ BASE OFEND POST.(1) ATR OR (1) MSTA24@ JACK POST TO HEADERw/ (1) LTT20B @ BASE.G38(1) ATR OR (1) MSTA24@ JACK POST TO HEADERw/ (1) LTT20B @ BASE.(3) HTS20's @ TRUSSTO POST w/ (1) 5/8" ATR, (1)QTO, or (1) HTT5 @ BASE.(1) MSTA24 @HDR TO POST.(2) MSTA24's @HDR TO POST.HTT4 @ BASEOF POST.(1) HDQ8 @ BASEOF END POST.ATR's @ 4' o/c
ATR's @ 4' o/c
(1) ATR OR (1) MSTA24@ JACK POST TO HEADERw/ (1) LTT20B @ BASE.ATTACH BEAM TO TOP PLATEw/ (1) H2.5 EACH SIDE OFWALL or (2) SDWC15600's.ATTACH TOP PLATE TO HDRw/ (1) SPH4/6/8.(3) HTS20's @TRUSS TO HDR.O12J22194ASHLAR HOMES
376 TENTH STREET
PLAN: LUCERO RESIDENCE
DUVAL COUNTYSDMJAOJRA---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 ENGINEER9/14/21JE
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=(1) H8=(1) MTS12(1) H2.5A or (1) SDWC15600 @ EACH TRUSS TO TOPPLATE OR HEADER UNLESS DENOTED AS SHOWN:OTHERWISE FOLLOW SPECIFICCALL OUT ON PLANMH8NOTE: ALL UPLIFTS HAVE BEEN CALCULATED BYENGINEER OF RECORD. UPLIFT VALUES REPORTED BYTRUSS SOFTWARE SHALL BE DISREGARDED. IF USINGALTERNATIVE CONNECTIONS THAN THOSE SPECIFIED,THE CONNECTIONS MUST EXCEED THE CAPACITY OFTHE CONNECTION SPECIFIED ON THIS PLAN.SEE DETAIL 5/TDD FOR GABLE STRAPPING ANDDETAIL 2/TDD FOR STRAPPING AT OPENINGSNOTES:1.STUBBIES NOT REQUIRED FOR 2nd FLOOR SHEARWALLS OVER WOOD FLOOR SYSTEM.2.INSTALL (1) STUBBIE WITHIN 8" OF EACH SIDE OFEACH SHOE PLATE BREAK (SHEATHED WALLSONLY).3.STUBBIES ARE NOT REQUIRED IF NON-ID WALLHAS ATR's OR QT CABLES INSTALLED.SWIDB38O12O58X583/8" ATR1/2" ATR5/8" ATR5/8" ATRATRQTBQTOQTON/AQTDTT2ZHTT4HDQ8HDQ8SIMPSONOPTIONSSTUBBIE SPACINGSHEAR WALLIDSW4DSW424" o/cSW6SW3SW6HP or SW-GYP36" o/c16" o/c12" o/c8" o/cNONE REQ.3WALLS w/ NO ID96" o/cSTUBBIE SPACINGSEE DETAIL 7/TDD FOR STUBBIE OPTIONSSHEAR WALLS*PER PLANPER PLANPER PLAN(1) CS16(2) CS16's(3) CS16'sOVERBEAM/HDRPER PLAN(3) CS16'sHOLD DOWN SCHEDULE1.3/8" ATR / QTB LOCATED @ SPACING PER PLAN.2.3/8" ATR / QTB LOCATED WITHIN 2" OF END POSTOF ONE SIDE OF EACH EXTERIOR CORNER.LOCATE ON SIDE OF UPPER PLATE SPLICE LAP.3.3/8" ATR / QTB EACH SIDE OF EACH PLATEHEIGHT CHANGE.4.3/8" ATR / QTB LOCATED THROUGH CENTER OFUPPER TOP PLATE SPLICE OR EACH SIDE OF UPPERTOP PLATE SPLICE.5.SPECIFIC LOCATIONS DENOTED BY THEFOLLOWING SYMBOLS:ALL THREAD RODS / QUICK TIE CABLESTO BE LOCATED AS FOLLOWS:TRUSS TO PLATE CONNECTIONSGENERAL FULL LENGTHATR/QT LOCATIONSALL PLAN REFERENCES TO "ATR" TO BE A 3/8" ALLTHREAD ROD OR BLUE QUICK TIE CABLEO12O58X583/8" ATR1/2" ATR5/8" ATR5/8" ATRATRQTBQTOQTON/AQTOPTIONSPLAN SPEC.G383/8" ATRQTGINTERIORWALLEXTERIORWALL64" o/c42" o/c28" o/cDSW322" o/c14" o/c6" o/c10" o/c1.ATR / QT TO BE LOCATED WITHIN 2" OF END POST.2.ATR / QT SPACING TO BE MAINTAINED or ATTACHEND POST TO TOP PLATE w/ (1) SPH.SW6 - O12SHEAR WALL ID, REFER TOWALL SHEATHING SCHEDULE(FR PAGES) AND TO STUBBIESPACING SCHEDULE (TD PAGES)SHEAR WALL HOLD DOWN TOBE PLACED @ EACH END OFSHEAR WALL. REFER TO HOLDDOWN SCHEDULE (TD PAGES)FOR HOLD DOWN OPTIONS.TYPICALSHEARWALLCALLOUTSWS110" o/c18" o/cG383/8" ATRQTGHTT4(2) CS16's21112SEE DETAIL 8 FOR ATR INSTALLATION GUIDELINESSEE DETAIL 9 FOR QT INSTALLATION GUIDELINESSKEW SDWC UPTO 14° TO FULLYEMBED INTOTRUSS BOTTOMCHORD (ASSHOWN).SDWC INSTALLATION GUIDELINES℄ OFWALL+/-1"3/4"-1"DOUBLESDWC15600SINGLESDWC15600TRUSS ALIGNEDw/ STUDMAY BE SKEWED UPTO 30° PROVIDED ITPASSES THROUGH FULLDEPTH OF TOP PLATE.
J22194ASHLAR HOMES
376 TENTH STREET
PLAN: LUCERO RESIDENCE
DUVAL COUNTYSDMJAOJRA---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 ENGINEER9/14/21JE
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OQUEMOREDERTDDTIE-DOWN DETAILSSEE FULLLENGTHATR DETAILWALL TO HEADER STRAPPING IS NOT REQUIREDIF ATR SPACING SPECIFIED IS MAINTAINED.ROOF FRAMING OVER FLOOR SYSTEMOVER OPENINGMULTISTORY OPTIONSEE SINGLE STORY OPTIONSFOR ATTACHMENT OF 1stFLOOR TOP PLATE TO HDR.(NOT REQUIRED IF 2ndFLOOR STUDS AREATTACHED TO HDR w/CS18's.ATTACH EACH FLOOR TRUSS TOTOP PLATE w/ (1) SDWC15600(NOT REQUIRED IF 2nd FLOORSTUDS ARE ATTACHED TO HDRw/ CS18's)SHOE PLATE TO MEMBER BELOW(1) SDWC15600 SCREW@ MAX. 32" o/c.NOTE: WHEN HIGH UPLIFTOPTION IS NOTED ON PLAN USE(2) SDWC15600 SCREWS@ MAX. 24" o/c.32" o/c MAX.STUD TO TOP PLATE(1) SDWC15600or(1) H8, TSP, or SP2CLIP OR SCREWPER PLAN(REFER TO DETAIL5 FOR GABLECONDITION)****TIGHTEN TO 16" o/c MAX.FOR "HIGH UPLIFT" OPTION.NOTE: FOR 24" o/c FRAMINGUSE (2) SDWC15600 SCREWSor (1) SPH4/6/8@ EACH STUD TO TOP/SHOEPLATE.NOTE: STUD TO SHOE PLATEAND SHOE PLATE TOMEMBER BELOWCONNECTIONS MAY BEREPLACED w/ (1) CS18 @BASE OF STUD DIRECTLY TOMEMBER BELOW.STUD TO SHOE PLATE(1) SDWC15600or(1) SP1HIGH UPLIFT OPTIONREQUIRED WHENNOTED ON PLANLOW UPLIFT OPTIONBASED ON SUPPORTINGROOF SPAN****SPACING MAY BE INCREASEDTO 48" o/c WHEN SUPPORTEDROOF TRUSSES SPAN NOMORE THAN 12'.CONVENTIONAL STRAPPING DETAILS1/TDDNOTE: PLAN SPECIFIC NOTES OVERRIDE THESE DETAILS.SHOE PLATE TO MEMBER BELOW(1) SDWC15600 SCREW@ MAX. 32" o/c.NOTE: WHEN HIGH UPLIFTOPTION IS NOTED ON PLAN USE(2) SDWC15600 SCREWS@ MAX. 24" o/c.(2) SDWC15600SCREWS @ SHOEPLATE TO EACHINTERSECTINGMEMBER EACHSIDE OF JACK/KINGPOST.WALL OVER SUPPORT MEMBER BELOWOPENING OVER PERPENDICULAR MEMBEROPENING OVER PARALLEL MEMBERBEAM, GIRDER,BLOCKING, ORPERPENDICULARTRUSS/JOIST/BEAM.32" o/c MAX.STUD TO TOP PLATE(1) SDWC15600or(1) H8, TSP, or SP2CLIP OR SCREWPER PLAN(REFER TO DETAIL5 FOR GABLECONDITION)SEE DETAIL 2/TDDFOR STRAPPINGOF TOP PLATE TOHEADER.(2) SDWC15600SCREWS or (1) DSP@ BASE OFJACK/KING POSTTO SHOE PLATE.****TIGHTEN TO 16" o/c MAX.FOR "HIGH UPLIFT" OPTION.NOTE: FOR 24" o/c FRAMINGUSE (2) SDWC15600 SCREWSor (1) SPH4/6/8@ EACH STUD TO TOP/SHOEPLATE.NOTE: STUD TO SHOE PLATEAND SHOE PLATE TOMEMBER BELOWCONNECTIONS MAY BEREPLACED w/ (1) CS18 @BASE OF STUD DIRECTLY TOMEMBER BELOW.(2) SDWC15600 SCREWSor (1) TSP @ KING POSTTO TOP PLATE.STUD TO SHOE PLATE(1) SDWC15600or(1) SP1HIGH UPLIFT OPTIONREQUIRED WHENNOTED ON PLANLOW UPLIFT OPTIONBASED ON SUPPORTINGROOF SPAN**(2) SDWC15600 SCREWSor (1) TSP @ KING POSTTO TOP PLATE.******(2) SDWC15600SCREWS or (1) DSP@ BASE OFJACK/KING POSTTO SHOE PLATE.(2) SDWC15600SCREWS @ SHOEPLATE TO MEMBERBELOW.NOTE: JACK/KING TO SHOEPLATE AND SHOE PLATE TOMEMBER BELOWCONNECTIONS MAY BEREPLACED w/ (1) MSTA12 OR(1) CS18 @ BASE OFJACK/KING POST DIRECTLYTO MEMBER BELOW.SCREWS ALSO NOTREQUIRED IF STRAPPING ISSPECIFIED ON PLAN.SEE DETAIL 2/TDDFOR STRAPPINGOF TOP PLATE TOHEADER.1/2"x7" CAST-IN-PLACE "J" BOLTw/ NUT & CUTWASHEROPTION 2ATTACH TOP PLATE TO GABLE ENDBOTTOM CHORD w/ SDWC15600 OR1/4"x6" SDS SCREWS @ 5' o/c.FOR OPENINGS GREATER THAN 5' BUTNO LARGER THAN 18', INSTALL (2)SCREWS EACH SIDE OF OPENING.MAXIMUM SPACING PER PLANSTUBBIE SPACINGIF SPECIFIED ON PLANOR SCHEDULE.NOTE: FULL LENGTH ATR MAY BEINCLUDED IN STUBBIE SPACING.SEE FULL LENGTH3/8" ATR or QTBDETAILSEESTUBBIEOPTIONSDETAIL1.ALL EPOXY CONNECTIONS TO BE MADE WITH SIMPSON "SET-XP"2-PART EPOXY, INSTALLED PER MANUFACTURER's INSTRUCTIONS.EXCEPTION: IT IS ALLOWABLE TO USE QUICK TIE QE-1 EPOXY FORALL QUICK TIE (QT) CABLES.2.NAIL DIAMETERS: 8d COMMON = .131 16d SINKER = .148 10d COMMON = .148 16d COMMON = .1623.IN THE EVENT THE SHEATHING IS APPLIED PRIOR TO INSTALLATIONOF THE SPH CONNECTIONS SPECIFIED, IT IS ALLOWABLE TOSUBSTITUTE A SPHR OR MSTA24 w/ (6) 10d COMMON NAILS EACHSIDE TO STUD OR HEADER. USE 1-1/2" NAILS ON EXPOSEDSTUD/HEADER SIDE AND 2-1/2" NAILS ON SHEATHED SIDE.4.ATR/QT MAXIMUM OUT-OF-PLUMB TOLERANCE: 1/4" PER FOOTOR 2" PER FLOOR LEVEL - WHICHEVER IS LESS.5.WASHERS TO BE TOTALLY SUPPORTED BY TOP PLATE.6.IN THE EVENT A COUPLER IS REQUIRED USE A LOW-CARBON STEELCOUPLER w/ MIN. 5/8" THREAD ENGAGEMENT FROM EACH ALLTHREAD ROD.GENERAL NOTES(1) FULL LENGTHATR WITHIN 2" OFEND POST, ONESIDE OF CORNER.PLATED CONDITIONSHOWN. NOTCHEDHEADER APPLIES.PLATED CONDITIONSHOWN. NOTCHEDHEADER APPLIES.(1) FULL LENGTHATR WITHIN 2" OFHEADER POST.OPTIONS8/TDDALL THREAD ROD SYSTEM DETAIL4/TDDGABLE END TIE-DOWN DETAIL5/TDDPORCH HDR STRAPPING DETAILS3/TDDPORCH HDR @ WALLPORCH HDR @ WALL CORNERPORCH HDR @ POSTPORCH HDR @ POST CORNERSTUBBIE OPTIONS7/TDDBALLOON FRAMEDGABLE ENDATTACH STUDS TO TOP PLATEw/ (1) H8 AND TO SHOEPLATE w/ (1) SSP OR TOBEAM/HDR BELOW w/ (1)CS18 @ 48" o/c MAX.ATTACH SHOE PLATE w/3/8"x6" EMBED EPOXIED ATRSTUBBIES @ ATR/STUBBIESPACING SPECIFIED ON PLAN.NOTE: IF OPTION 2 ISFOLLOWED, ATTACH TOPPLATE STRAPPING ON SAMESIDE AS LTP4'S.5/8" ATR DETAIL1/2" ATR DETAIL3/8" ATR DETAILATR DETAILS3/8"x6" TITEN HDw/ CUT WASHER3/8"x6" EMBEDEPOXIED ATRw/ NUT & CUTWASHEROPTION 1ATTACH TOP PLATE TOGABLE END BOTTOMCHORD w/ LTP4's @ 5' o/c.RAISED PORCH HDR @ WALLPLATED CONDITIONSHOWN. NOTCHEDHEADER APPLIES.(1) FULLLENGTH ATRWITHIN 2"OF HEADERPOST.(1) H2.5A @ HDRTO POST w/ (1)H2.5A @ BASE TOPOST/TOP PLATEBELOW. ONLY (1)H2.5A REQUIRED IFHEADER BEARSDIRECTLY ON TOPPLATE.HEADER MAYBE FLUSH (ASSHOWN) ORDROPPED.SHEATHING MUSTBE APPLIED PERDETAIL J/FRD.ATTACH TRUSS TOTOP PLATE ONINTERIOR SIDE OFWALL PER PLAN.ATTACH TOP PLATETO FLUSH HDR w/SPH's @ 48" o/c.SDWC TO BE INSTALLEDSKEWED BETWEEN 10°AND 30° FROM VERTICAL.3"ALL OPTIONS APPLY TO ALL WINDOW/PORCH SUPPORTING ROOF TRUSSES/RAFTERS ABOVE.THIS DETAIL DOES NOT APPLY TO WALLS SUPPORTING A FLOOR ONLY.ATTACH HDR TO TOPPLATE w/ SDWC15600's@ 24" o/c SKEWEDBETWEEN 10° AND 30°FROM VERTICAL.SDWC SCREW OPTIONWALL OVER HEADER STRAPPING DETAILS2/TDDCONV. METAL OPTIONNOTE: TOPPLATE TO HDRSTRAPPING MAYBE OMITTEDPROVIDED THATEACH TRUSS ISATTACH TO HDRw/ MTS12 FOREACH SPECIFIEDH2.5A ORSDWC15600.CLIP OR SCREW PER PLAN (REFER TODETAIL 5 FOR GABLE CONDITION).ATTACH TRUSS TO TOP PLATE ONSHEATHED SIDE OF WALL PER PLAN.SEE FULLLENGTHATR DETAILWALL TO HEADER STRAPPING IS NOT REQUIREDIF ATR SPACING SPECIFIED IS MAINTAINED.ELEVATION VIEWSEE FULLLENGTHATR DETAILROOF FRAMING DIRECTLYOVER OPENINGSINGLESTORY OPTION32" o/c MAX.STUD TO TOP PLATE(1) SDWC15600or(1) H8, TSP, or SP2CLIP OR SCREWPER PLAN(REFER TO DETAIL5 FOR GABLECONDITION)****TIGHTEN TO 16" o/c MAX.FOR "HIGH UPLIFT" OPTION.NOTE: FOR 24" o/c FRAMINGUSE (2) SDWC15600 SCREWSor (1) SPH4/6/8@ EACH STUD TO TOP/SHOEPLATE.STUD TO HDR(1) SDWC15600or(1) H8HIGH UPLIFT OPTIONREQUIRED WHENNOTED ON PLANLOW UPLIFT OPTIONBASED ON SUPPORTINGROOF SPANSPACING MAY BE INCREASEDTO 48" o/c WHEN SUPPORTEDROOF TRUSSES SPAN NOMORE THAN 12'.********SPACING MAY BE INCREASEDTO 48" o/c WHEN SUPPORTEDROOF TRUSSES SPAN NOMORE THAN 12'.2ALTERNATIVEDROPPEDHEADER1ALTERNATIVEFLUSHHEADEROPENING OVER HDR BELOWNOTE: FOR OPENINGS WITH JACKS/KINGSOVER HEADER BELOW ATTACH KING POSTTO TOP PLATE w/ (2) SDWC15600 SCREWSor (1) TSP AND ATTACH BASE OF JACK/KINGPOST TO HDR BELOW w/ (1) CS18, UNLESSNOTED OTHERWISE ON PLAN.ELEVATION VIEWCUT SECTIONCUT SECTIONQTO ORANGE QUICKTIE ASSEMBLYCONSISTING OF 5/8"THREADED STUDSAND 5/16" WIRE ROPE.9/TDDQTO (ORANGE) DETAIL6"SET ROD IN 11/16"BRUSHED AND BLOWNHOLE. EPOXY TOOVERFLOWONTO SHOE PLATE.QUICK TIE DETAILS5/8" GRADE 2 HEX NUTOVER 3"x3"x1/4" WASHER.UPPERMOSTTOP PLATELOWESTSHOE PLATEQTG (GREEN) DETAILQTB (BLUE) DETAILQTG GREEN QUICKTIE ASSEMBLYCONSISTING OF 1/2"THREADED STUDSAND 1/4" WIRE ROPE.4"SET ROD IN 9/16"BRUSHED AND BLOWNHOLE. EPOXY TOOVERFLOWONTO SHOE PLATE.1/2" GRADE 2 HEX NUTOVER 3"x3"x1/4" WASHER.UPPERMOSTTOP PLATELOWESTSHOE PLATEQTB BLUE QUICKTIE ASSEMBLYCONSISTING OF 3/8"THREADED STUDSAND 3/16" WIRE ROPE.4"SET ROD IN 7/16"BRUSHED AND BLOWNHOLE. EPOXY TOOVERFLOWONTO SHOE PLATE.3/8" GRADE 2 HEX NUTOVER 2-1/4"x2-1/4"x1/8"WASHER.UPPERMOSTTOP PLATELOWESTSHOE PLATE3/8" ASTM F1554,GRADE 36 STEEL ROD.SET ROD IN 7/16" BRUSHEDAND BLOWN HOLE. EPOXYTO OVERFLOWONTO SHOE PLATE.3/8" GRADE 2 HEX NUTOVER 2"x2"x1/8" WASHER.UPPERMOSTTOP PLATELOWESTSHOE PLATE1/2" GRADE 2 HEX NUT OVER3"x3"x1/8" SLOTTED WASHER.UPPERMOSTTOP PLATELOWESTSHOE PLATE5/8" GRADE 2 HEX NUT OVERDOUBLE 3"x3"x1/4" ROUNDHOLE WASHER.UPPERMOSTTOP PLATELOWESTSHOE PLATESEE FULL LENGTH3/8" ATR or QTBDETAILNOTE: COUPLE TO1/2"x8" EMBED EPOXIEDATR @ ALL SLAB EDGES(MIN. 3" EDGE DISTANCE).NOTE: PROVIDE MIN.2-1/2" EDGE DISTANCE @SLAB EDGES (WHEREAPPLICABLE)SEESTUBBIEOPTIONSDETAILNOTE: IN THEEVENT WALLCAVITY SPACEDOES NOT ALLOWREQUIREDSTUBBIE, IT ISALLOWABLE TOUSE AN LTT20B @BASE OF WALLPOSTEMBEDMENT:INTERIOR - 4"EXTERIOR* (MONO) - 6"EXTERIOR* (STEMWALL) - 6"*MIN. 2-1/2" EDGE DISTANCE1/2" ASTM F1554,GRADE 36 STEEL ROD.SET ROD IN 9/16" BRUSHEDAND BLOWN HOLE. EPOXYTO OVERFLOWONTO SHOE PLATE.EMBEDMENT:INTERIOR - 5"EXTERIOR* (MONO) - 8"EXTERIOR* (STEMWALL) - 12"*MIN. 3" EDGE DISTANCE5/8" ASTM F1554,GRADE 36 STEEL ROD.SET ROD IN 11/16" BRUSHEDAND BLOWN HOLE. EPOXYTO OVERFLOWONTO SHOE PLATE.EMBEDMENT:INTERIOR - 6"EXTERIOR* (MONO) - 12"EXTERIOR* (STEMWALL) - 15"*MIN. 3" EDGE DISTANCENOTE: COUPLE TO5/8"x15" EMBED EPOXIEDATR @ ALL SLAB EDGES(MIN. 3" EDGE DISTANCE).(12) 16dCOMMON (.162)x 3-1/2" NAILS.(1) MSTA24 @ EACHPORCH HDR TO COLUMN(MIN. (2) MSTA24's PERCOLUMN).ABUPORCH HDR,SEE PLAN.(1) MSTA24 @EACH PORCH HDRTO COLUMN (MIN.(2) MSTA24's PERCOLUMN).(12) 16dCOMMON (.162)x 3-1/2" NAILS.5/8" x 6" EMBED EPOXIEDATR or 5/8"x8" TITEN HD."WEDGE ANCHORS" ARENOT ALLOWED.ABUPORCH HDR,SEE PLAN.PORCH POST,SEE PLAN.PORCH POST,SEE PLAN.WHEN PLACED OVERCONCRETE PEDESTAL,ANCHOR TO BEEMBEDDED MIN. 4"INTO SLAB BELOW.
J22194ASHLAR HOMES
376 TENTH STREET
PLAN: LUCERO RESIDENCE
DUVAL COUNTYSDMJAOJRA---HEADER PER PLAN FULLYSUPPORTING FLOOR23/32 MIN. FLOOR SHEATHING(WATERPROOFING, FLASHING, AND ALLMOISTURE PREVENTATIVE DETAILS BYARCHITECT AND/OR BUILDERFLOOR JOISTS PERPLANFULL DEPTH #2 SYP RIBBON BOARDw/ (2) 10d NAILS INTO EACH JOIST.(1)SDWC15600 or H2.5 @EACH JOIST TO HDRNOTE: ADDITIONAL BLOCKING MAY BEREQUIRED FOR GUARDRAIL INSTALLATION.CONSULT RAILING MFG. INSTALLREQUIREMENTS.TYP. BALCONY SECTION·ALL MATERIAL #2 SYP P.T. (IF EXPOSED)·ALL FASTENERS TO BE HOT DIPPEDGALVANIZED OR STAINLESS STEEL IFEXPOSED.·DECK IS DESIGNED FOR A 60 psf LIVE LOAD& 15 psf DEAD LOAD.·BUILDER IS RESPONSIBLE FOR THE DESIGNAND APPLICATION OF WATERPROOFING,SCOPE IS OUTSIDE OF THIS PLAN.DECK FRAMING NOTESDETAIL D: BALCONY EDGE TO HDRPRIOR 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 ENGINEER9/14/21JE
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OQUEMOREDERDTSPROJECT SPECIFIC DETAILS