587 Timber Bridge Ln RES20-0116 10 of 10 structural plans 2 of 17ST-1TABLE 1: COMPONENT ANDCLADDING DESIGN PRESSURESWIND LOADING.................................................ASCE 7-10, 3S GUST........................................ BASIC WIND SPEEDEXPOSURE CATEGORY..................................BUILDING CATEGORY.....................................ENCLOSURE CLASSIFICATION......................INTERNAL PRESSURE COEFF........................C&C DESIGN PRESSURES..............................SPECIAL FLOOR (GAME ROOM) LOADING....TOP CHORD LIVE LOAD..................................TOP CHORD DEAD LOAD................................BOTTOM CHORD LIVE LOAD...........................BOTTOM CHORD DEAD LOAD........................MAXIMUM FLOOR TRUSS SPACING...............DESIGN CRITERIA AND LOADSCode for Design LoadsANSI/ASCE 7Building CodeDEFLECTION CRITERIAROOF TRUSSES..............................................Florida Building and Residential Codes, 6th Edition (2017)ROOF LOADING1...............................................TOP CHORD LIVE LOAD..................................TOP CHORD DEAD LOAD................................BOTTOM CHORD LIVE LOADATTICS WITH LIMITED STORAGE...............ATTICS WITHOUT STORAGE.......................BOTTOM CHORD DEAD LOAD........................FLOOR LOADING..............................................TOP CHORD LIVE LOAD..................................TOP CHORD DEAD LOAD................................BOTTOM CHORD LIVE LOAD..........................BOTTOM CHORD DEAD LOAD........................FLOOR JOIST OR TRUSS...............................VINYL SOFFIT MAX PRESSURE (psf)EZ - End Zone (psf)IZ - Interior Zone (psf)WINDOWS AND DOORSGARAGE DOOR WIDTH*PRESSURE (PSF)ZONE DESIGNATIONFRAMING NOTES2. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY, UNO. ALL WATERPROOFING AND FIRE SAFETYSYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHER.3. ALL METAL CONNECTORS SPECIFIED ON PLAN ARE IN ADDITION TO FRAMING FASTENER REQUIREMENTS LISTED IN TABLE 2304.9.1.4. BEAMS IDENTIFIED BY NUMBER ON PLAN ARE TO BE PROVIDED BY TRUSS MANUFACTURER.5. FASTEN ALL MULTI-PLY STUD COLUMNS AND CORNERS TOGETHER WITH (2) ROWS 10d @ 8" O.C. STAGGERED. UPPER LEVEL MULTI-PLY STUD GROUPS BELOW ALL GIRDER LOCATIONS TO BE CONTINUOUS THROUGH FLOORSYSTEM TO FOUNDATION. (NOT REQUIRED BELOW HEADER JACK/KING STUD GROUPS)6. FASTEN ALL STUDS TO BOTTOM AND TOP PLATES WITH (4)8d TOE NAILS OR (2)16d COMMON END NAILS.7. FASTEN ALL TRUSSES AND RAFTERS TO TOP PLATES WITH (3)8d TOE NAILS.8. ALL MULTI-PLY TRUSS GIRDERS AND BEAMS TO HAVE SOLID STUD GROUP BELOW MATCHING GIRDER OR BEAM THICKNESS AND MATCHING WALL STUD SPECIFICATIONS AS NOTED ON STRUCTURAL PLAN, UNO.9. EXTERIOR WALL DESIGN ASSUMES CONTINUOUSLY SHEATHED WITH OSB OR PLYWOODCONCRETE AND FOUNDATION NOTES1. CONCRETE COMPRESSIVE STRENGTH FOR FOOTINGS= 2,500 PSI AT 28 DAYS (UNO).2. CONCRETE COMPRESSIVE STRENGTH FOR SLAB = 2,500 PSI AT 28 DAYS (UNO).3. ALL REINFORCING STEEL #3 AND BIGGER SHALL BE ASTM A615 GRADE 40 DEFORMED BARS (UNO).4. ALL REINFORCING STEEL SHALL HAVE 90 DEGREE BEND AT CORNERS WITH A 24" LAP. 24" LONG #4 BAR IS RECOMMENDED TO BEINSTALLED AT ALL REENTRANT CORNERS.5. FIBERMESH IS AN ACCEPTABLE ALTERNATIVE AND SHALL NOT REQUIRE WWF. FIBER LENGTHS SHALL BE ½" TO 2" IN LENGTH. DOSAGEAMOUNTS SHALL RANGE FROM 0.75 TO 1.5 POUNDS PER CUBIC YARD IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS.SYNTHETIC FIBERS SHALL COMPLY WITH ASTM C1116. THE MANUFACTURER OR SUPPLIER SHALL PROVIDE CERTIFICATION OFCOMPLIANCE WHEN REQUESTED BY THE BUILDING OFFICIAL.6. MASONRY STEMWALL AND MONOLITHIC FOOTING ARE INTERCHANGEABLE.7. EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 2,000 psf INACCORDANCE WITH TABLE R401.4.1, AND SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS. COMPACT THE FILL IN 12" LIFTS TO AT LEAST 95% OF MODIFIED PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR CONTRACTOR'SRESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS.8. CONCRETE FLOOR SLABS ON GRADE SHALL BE INSTALLED OVER A MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH JOINTSLAPPED 6" AND SEALED OVER CLEAN, COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL SOIL TREATMENT FOR PREVENTION OFSUBTERRANEAN TERMITES.9. STEMWALLS OVER 4 COURSES TALL REQUIRE SPECIAL ATTENTION TO BRACING DURING CONSTRUCTION. CONTACT ENGINEER OFRECORD IF THIS CONDITION EXISTS.10. TO CONTROL CRACKING, CUT 1" SAWCUTS IN THE SLAB IN A 15'x15' GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT. CONTACT EORFOR ALTERNATIVE METHODS. CONTROL JOINTS ARE NOT REQUIRED WHEN WWF OR FIBERMESH ARE INCLUDED WITH CONCRETE WORK.11. DO NOT SCALE FOOTING DIMENSIONS AND LOCATIONS FROM THE FOUNDATION PLAN. DO NOT DETERMINE FOOTING LOCATION FROMARCHITECTURAL PLANS OR FRAMING PLAN. IF FOOTING SIZE OR LOCATION IS NOT DETERMINATE FROM USE OF FOUNDATION PLANALONE, CONTACT THE ENGINEER OF RECORD.LENGTHDIAMETER0.131"0.148"0.148"0.148"0.148"0.162"2-½"1-½"3"3-¼"3-¼"3-½"NOTES:1. INSTALL 10d NAILS UNLESS OTHERWISE SPECIFIED.2. COMMON WIRE NAILS AND THREADED HARDENED STEEL NAILSSHALL CONFORM TO THE NOMINAL SIZES SPECIFIED IN ASTMF1667. NOMINAL DIAMETER SIZES APPLY TO FASTENERSBEFORE APPLICATION OF PROTECTIVE COATING.3. WHEN A BORED HOLE IS REQUIRED TO PREVENT SPLITTING OFA WOOD DUE TO FASTENER PENETRATION, THE BORED HOLESHALL NOT EXCEED 75% OF THE NAIL OR SPIKE DIAMETER.4. THE NOMINAL DIAMETER AND LENGTH OF TYPICAL FASTENERSSPECIFIED FOR THIS PROJECT ARE AS LISTED IN TABLE 4.8d COMMON10d COMMON12d COMMON16d SINKER16d COMMON10d x 1-½"0.113"2-38"8d RINGSHANKNOTES:1. SILL PLATES W/ SODIUM BORATE TREATMENTS BEARING ONCONCRETE OVER VAPOR BARRIER ARE NOT DIRECTLYEXPOSED TO EARTH OR WEATHER AND HAVE BEEN PROVENTO BE NON-CORROSIVE TO CARBON STEEL FASTENERS.NOTES 1, 2, 3, 4TABLE 4: NAIL SIZE LEGENDLEGENDINTERIOR ROOF LOAD BEARING WALL, SPECIFICATIONSOUTLINED ON TYPICAL WALL SECTIONS, DETAIL SHEETSSTRUCTURAL WOOD BEAMMSTA2411 DTT2ZHEADER STRAPPING KEYNOTETYPE OF STRAP CONNECTING HEADER TO JACK STUDKING/JACK GROUP BOTTOM CONNECTION·1ST LEVEL STUD GROUP: HOLDDOWN REQUIRED AT BASE OF STUD GROUP·2ND LEVEL STUD COLUMN: STRAPPING REQUIRED FROM 2ND LEVEL STUDGROUP TO 1ST LEVEL STUDS/HEADER/BEAM.NUMBER OF STRAPS CONNECTING HEADER TO JACK STUDNUMBER OF HOLDDOWNS/STRAPS AT BASE OF KING/JACK GROUP#2 SYP HEADER FRAMING KEYNOTENUMBER OF JACK STUDS EACH SIDE OF OPENINGNUMBER OF KING STUDS EACH SIDE OF OPENINGDEPTH OF LOAD-BEARING #2 SYP HEADERNUMBER OF PLIES IN HEADER(2) 2x10 - 1 / 21. ROOF OR FLOOR TRUSSES FABRICATED TO ACHIEVE THE ROOF PLANES DEPICTED ON THE ARCHITECTURAL PLANS SHALL BE DESIGNED UNDER THESUPERVISION OF A REGISTERED PROFESSIONAL ENGINEER. ENGINEERING SHOP DRAWINGS SHALL BE PREPARED IN ACCORDANCE WITHANSI/TPI AND SUBMITTED TO THE ENGINEER OF RECORD FOR APPROVAL PRIOR TO FABRICATION. DESIGN CRITERIA IS LOCATED ON SHEETST-1 OF THE PLAN SET. TEMPORARY BRACING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE LEFT IN PLACE AFTERCONSTRUCTION IS COMPLETE.2. TRUSSES OR I-JOISTS SHALL BE DESIGNED TO MATCH THE ORIENTATION, SPAN DIRECTION, SPACING, BEARING & LOCATION OF THE FRAMINGPLAN SHOWN HERE.3. THE TRUSS ENGINEER SHALL PROVIDE ALL TRUSS TO TRUSS CONNECTION DESIGN AND SPECIFICATIONS AND SUBMIT THEM UNDER SIGN AND SEALWITH THE TRUSS SHOP DRAWINGS.4. TRUSS UPLIFTS HAVE BEEN CALCULATED BY THE ENGINEER OF RECORD AND TAKEN INTO CONSIDERATION DURING THE DESIGN OF THE UPLIFTRESTRAINT SYSTEM FOR THIS STRUCTURE. AS SUCH, THE REPORTED UPLIFTS ON THE TRUSS SHOP DRAWINGS MAY BE DISREGARDED.5. I-JOISTS FABRICATED TO ACHIEVE THE FLOOR PLANS DEPICTED ON THE ARCHITECTURAL PLANS SHALL BE DESIGNED AND SUBMITTED TO THEENGINEER OF RECORD FOR APPROVAL PRIOR TO FABRICATION AND INSTALLATION. SEE DESIGN CRITERIA, THIS SHEET.PRE-ENGINEERED TRUSSES & I-JOISTSCd = 1.2520 PSF7 PSF (TILE = 15 PSF)20 PSF10 PSF(NON-CONCURRENT)5 PSFCd = 1.0040 PSF10 PSF0 PSF5 PSFCd = 1.0060 PSF10 PSF0 PSF5 PSF16" O.C.LL / 240TL / 180TL MAX 1" UP TO 40' SPANLL / 480TL / 360LL / 360TL / 2400.131"3"10dTABLE 5: FASTENERS INPRESSURE TREATED LUMBERPRESERVATIVEFASTENER TYPEACZASODIUM BORATE (NOTE 1)ALL OTHER PT(INCLUDING ACQ & MCQ)STANDARD CARBON STEELSTAINLESS CONNECTORS ANDFASTENERS REQUIRED.CONNECTORS MUST HAVEZ-MAX, G120 OR TRIPLE ZINCCOATED FINISH.ALL FASTENERS MUST BE HOTDIPPED GALVANIZED.TABLE 3: MAXIMUM EXTERIOR WALL STUD SPACING (IN O.C.)NOTES 1, 2, 3NOTES:1. STUD SPACINGS ABOVE ARE THE MAXIMUM REQUIRED ACCORDING TO STUD HEIGHT AND TYPE, UNLESS NOTED OTHERWISE ONPLAN.2. IF STUD SPACING IS NOT LISTED, STUD SIZE AND GRADE IS NOT APPLICABLE AT THAT WALL HEIGHT.3. (*) STUD SPACING IN TABLE DESIGNATED WITH ASTERISK REQUIRES ALL NON-CORNER STUDS LOCATED IN WALL END ZONES TO BEDOUBLED, FASTEN STUDS PER FRAMING NOTE #5, SEE END ZONE KEYMAP LOCATOR BELOW TABLE 1 FOR 4' END ZONE LOCATIONS.4. ALL NON-BEARING WALLS MAY BE FRAMED W/ 2x_ STUDS AT MAX 24" O.C.EFFECTIVEWIND AREA0 - 20 ft221 - 50 ft251 - 100 ft2101 - 200 ft2NOTES:1. FOR SHEATHING THICKNESS GREATER THAN 1532" CATEGORY (32/16 SPAN RATING), USE 10d RING SHANK NAILS IN LIEU OF 8d RINGSHANK NAILS. (0.148" x 3" LONG).2. COMMON NAILS IN WALL SHEATHING MAY BE SUBSTITUTED W/ 8d GALVANIZED BOX NAILS.3. ZIP WALL SHEATHING IS AN ACCEPTABLE ALTERNATE FOR APA RATED WOOD STRUCTURAL PANEL.4. ALL WOOD STRUCTURAL PANEL SHALL CONFORM TO THE MOST CURRENT APPLICABLE SPECIFICATION AND SUPPLEMENTS OFCURRENT APPROVED APA.MANF. SPECIFICATIONS.5. FLOOR FASTENERS ARE MINIMUM REQUIRED FOR DIAPHRAGM DESIGN. FOR INCREASED FLOOR PERFORMANCE AND TO HELPREDUCE SQUEAKING, 8d RING SHANK NAILS OR 8d SCREW NAILS ARE RECOMMENDED.6. 1532" 32/16 SPAN RATED OSB OR PLYWOOD WITH BLOCKED PANEL EDGES IS AN APA RECOMMENDATION PER APA TECHNICALBULLETIN Q370 WHEN STUCCO LATH IS ATTACHED DIRECTLY TO OSB OR PLYWOOD.. SHOULD BUILDER SPECIFICATIONS ALLOW, MINSTRUCTURAL REQUIREMENTS ARE 716" 24/16 SPAN RATING INSTALLED HORIZONTALLY OR VERTICALLY PER FLEXIBLE VENEER WALLSPECIFICATIONS. INCLUDES FULL AND PARTIAL HEIGHT VENEER APPLICATIONS.7. 1532" PLYWOOD IS A WARRANTY LIMITATION COMMON TO TILE MANUFACTURER'S MINIMUM RECOMMENDATIONS. SHOULD WARRANTYAND INSTALLATION REQUIREMENTS ALLOW, 1532" APA RATED OSB OR EQUAL MAY BE USED TO SUPPORT TILE ROOF.8. WOOD STRUCTURAL PANEL MAY BE INSTALLED VERTICALLY OR HORIZONTALLY W/ UNBLOCKED HORIZONTAL PANEL EDGES. WOODBLOCKING IS REQUIRED FOR SHEARWALLS LESS THAN 5' IN LENGTH.FLEXIBLE FINISH-L/120WALL HEIGHTSTUCCO FINISH-L/360WALL HEIGHT8 FT 9 FT 10 FT 11 FT 12 FT 8 FT 9 FT 10 FT 11 FT 12 FTBEARING CONDITION& STUD TYPE2x4 SPF STUD2x4 NO.2 SPF(2)2x4 NO.2 SPFROOF ONLYROOF ANDFLOOR 2x4 SPF STUD2x4 NO.2 SPFORUNOEOREWOSBWSPSYPSPFCONTO.C.LSLLVLPSLSYS 42"OR" SHALL MEAN THAT EITHER OPTION PROVIDED IS AN EQUALALTERNATIVE FOR THE APPLICATION SHOWNUNLESS NOTED OTHERWISE ON PLAN OR DETAILENGINEER OF RECORDEACH WAYORIENTED STRAND BOARDWOOD STRUCTURAL PANELSOUTHERN YELLOW PINESPRUCE-PINE-FURCONTINUOUSON CENTER1.55E TIMBERSTRAND LSL ENGINEERED LUMBER, 1 ¾" WIDE, UNO.(3 ½" WIDE LSL BEAMS ARE EQUIVALENT TO 2-PLY 1 ¾" BEAM)2.0E MICROLLAM LVL ENGINEERED LUMBER, 1 ¾" WIDE2.0E PARRALLAM PSL ENGINEERED LUMBER, 3 ½" WIDE, UNO.PROPERLY RATED OPEN WEB HEADERINTERIOR BEARING WALL WITH NO UPLIFT. NO UPLIFT ANCHORS REQUIRED. MINIMUMBOTTOM PLATE ANCHORAGE IS ½" ANCHOR @ 8'-0" O.C. (UNO ON FRAMING PLAN ORSW SPECIFICATIONS)HEADER FRAMING1.2.NON BEARING HEADERS: DUE TO LIGHTLY LOADED CONDITIONS, 38" OR LESS CLEAR-OPENINGS IN ANEXTERIOR WALL DO NOT REQUIRE LOAD BEARING HEADER, SEE PLAN.3. FASTEN ALL MULTI-PLY HEADERS TOGETHER WITH (2) ROWS 10d @ 8" O.C., STAGGERED ALONG EACH EDGE.4. FASTEN ALL HEADERS TO KING STUDS WITH (3) 8d TOE NAILS.5. IF HEADER NOT SPECIFIED, CONTACT ENGINEER OF RECORD.6. TOP PLATE TO HEADER CONNECTION PER ONE OF THE FOLLOWING (NO CONNECTION REQUIRED FOROPENINGS 39" OR LESS, OR AT FIRST FLOOR HEADERS WHEN A 2ND LEVEL FLOOR SYSTEM IS ABOVE:·HTS16 w/ (10) 10d x 1-12" @ 16" O.C.·MIN 18 GA. COIL STRAP WRAPPED OVER TOP PLT w/ MIN (5) 10d x 1-12" INTO EACH SIDE OF HEADER OR·FASTEN TRUSS DIRECTLY TO HEADER w/ MTS OR HTS w/ (14) 10d x 1-12" (OR EQUAL APPROVED BY EOR).8. CRIPPLE BLOCKS BELOW LOAD-BEARING HEADERS MAY BE FRAMED AT 24" O.C.NUMBER OF STUDS BELOW BEAM/GIRDER TRUSS. STUDSTO MATCH WALL FRAMING SIZE AND GRADE, UNO.ADDITIONAL CLARITY FOR THE LOCATION OF THE STUD COLUMN2 STUDSTRUSS
GIRDER
STUD COLUMN KEYNOTEBOTTOM OF STUD COLUMN CONNECTION·1ST LEVEL STUD COLUMN: HOLDDOWN REQUIRED AT BASE OF COLUMN·2ND LEVEL STUD COLUMN: STRAPPING REQUIRED FROM 2ND LEVELCOLUMN TO 1ST LEVEL STUDS/HEADER/BEAM."ANCHOR" REQUIRES BOTTOM PLATE ANCHOR WITHIN 3" OF STUD COLUMN2 STUDSANCHORTRUSS
GIRDER
ENGINEERED LUMBER HEADER FRAMING KEYNOTENUMBER OF JACK STUDS EACH SIDE OF OPENINGNUMBER OF KING STUDS EACH SIDE OF OPENINGDEPTH OF LOAD-BEARING EWP HEADER(2) 9 ½" LSL- 1 / 2NUMBER OF PLIES IN HEADER (1 ¾" WIDE UNO)HEADER MATERIAL (LSL, LVL, PSL, OR SYS42)2x6 SPF STUD2x6 NO.2 SPF(2)2x4 NO.2 SPF2x6 SPF STUD2x6 NO.2 SPFEND ZONE KEY MAPEND ZONE: END ZONES SHALL BE TAKENAS THE 1ST 4.0' PER FIGURE R301.2 (7)TABLE 2: WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTSNOTES 3,4NON-BEARING HEADER FRAMING KEYNOTENUMBER OF KING STUDS EACH SIDE OF OPENINGNO HDR - #HEADER MAY BE FRAMED AS NON BEARING HEADER DUE TO LIGHTLYLOADED CONDITIONS ABOVEBEAMS1.............................................................ALL HEADER JACK AND KING STUDS SHALL BE FASTENED TO EACH OTHER WITH (2) ROWS 10d @ 8" O.C.STAGGERED.NOTES:1. PORCH BEAMS AND BEAMS SUPPORTING EXTERIOR WALLABOVE SHALL NOT EXCEED 34" DEFLECTION1. FOR OPENING WIDTHS 50" OR LESS, FASTEN HEAD JAMB AND/OR SILL TO STUDS WITH(3) 10d TOE-NAILS AT EACH END.2. FOR OPENING WIDTHS GREATER THAN 50" UP TO 76", FASTEN HEAD JAMB AND/OR SILLTO STUD GROUP WITH MIN (6) 10d TOE-NAILS AT EACH END.3. WINDOWS WITH INTERMEDIATE JACK STUDS MAY BE TREATED AS SEPARATEOPENINGS.4. FOR 2x4 WALLS GREATER THAN 10', SEE PLAN.5. HEAD JAMB AND SILL OUTSIDE THE SCOPE OF THIS SCHEDULE HAVE BEENENGINEERED AS WIND-LOAD HEADER AND SILL. SEE PLAN.FLEXIBLE FINISH-L/180STUCCO FINISH-L/360ROUGH OPENING WIDTH50" OR LESSGREATER THAN 76"SEE FLOOR PLANTABLE 9: #2 SPF HEAD JAMB AND SILL FRAMINGSEE FLOOR PLANGREATER THAN 50" UP TO 76"(13) 10d COMMON EACH END(9) 10d COMMON EACH END(9) 10d COMMON EACH END OF STRAP(10) 10d x 1 12" IN STUDS12 " x 6" EMBED EPOXY OR SCREW ANCHOR(26) 16d SINKER IN WALL FRAMING(12) SDS 14" x 2 12" IN TRUSSMS36/MSTA36(5) 10d x 1 12" IN TRUSS(5) 10d x 1 12" IN PLATEHTT5(NOTES 2,3)HTT4(NOTES 2,3)MS24/MSTA24CS18/CS18LTT20B(NOTE 2)LGT3HA8/H8(14) 16d COMMON IN HEADER(6) 10d COMMON IN BEAMHU48, HUC48,HU28-2, HUC28-2(11) 10d x 1 12" IN TRUSS/RAFTER(11) 10d x 1 12" IN TOP PLATE AND/OR STUDHTS20/HTS20(7) 10d x 1 12" EACH ENDMTS12/MTS12(20) SDS 14" x 3" SCREWS IN STUD GROUP78" DIA.x12" EMBED ANCHOR IN CONCRETEHDQ8-SDS3STHD14(38) 16d SINKERS INTO STUDS(WET EMBED)ABU44(12) 16d COMMON & 58" x 7" DRILL & EPOXYABU66(12) 16d COMMON & 58" x 7" DRILL & EPOXY(12" EMBED AT GARAGE DOOR RETURNS)DTT2Z(NOTES 2,3)(8) 14" x 1 12" SDS SCREWS IN STUD12" Ø x 4 12" EMBED EPOXY OR SCREW ANCHORHA4/H2.5T(5) 8d x 1 12" IN TRUSS(5) 8d x 1 12" IN TOP PLATE(26) 0.162" x 2 12" IN STUD/BEAM/TRUSS,58" Ø x 6" EMBED ANCHOR IN CONCRETE (NOTE 1)(18) 0.162" x 2 12" IN STUD/BEAM/TRUSS,58" Ø x 6" EMBED ANCHOR IN CONCRETE (NOTE 1)NOTES 1, 4, 5, 6TABLE 7: METAL CONNECTOR SCHEDULE(4) SDS 14" x 1 12" SCREWS IN TRUSS/RAFTER(4) SDS 14" x 3" SCREWS IN TOP PLATEHGA10KT(9) 10d x 1 12" IN STUD(6) 10d x 1 12" IN PLATETSP(18) 16d COMMON IN HEADER(10) 10d COMMON IN BEAMHU410, HUC410,HU210-2,HUC210-2END STUDS TO TOP PLATE CONNECTIONQTB/QTOSW1, SW2, SW3, SW4SW TYPECONNECTION1. CONNECTION ONLY REQUIRED FOR ROOF LOAD BEARING WALLS.2. QTB/QTO MAY BE SUBSTITUTED W/ (2) MSTA24/MS24, (2) H8, OR (2)DSP.END STUDS CONNECTION (NOTES 5, 6, 7)QTB OR DTT2ZSW1SW TYPE1ST LEVELHOLD DOWNSW2SW3SW4QTG OR HTT4QTO OR HTT5HDQ8SW#END STUD GROUPS2SW1, SW2, SW3SW TYPENUMBER OF STUDS1. KING/JACK STUDS MAY BE INCLUDED FOR STUD GROUPREQUIREMENT.SW43ADDITIONAL QTLB REQUIRED PER TYPICAL WALL SECTION, SHEETST-5. (QTLB REQUIRED FOR ROOF LOAD BEARING WALLS ONLY)BOTTOM PLATE ANCHOR SPACING (NOTE 7)SW1, SW2SW TYPEMAX ANCHOR SPACINGSW4NOTES:1. THE EXTERIOR WALLS ARE FULLY SHEATHED WITH OSB OR PLYWOOD. ALL TYPICAL EXTERIOR WALLS ARE SHEAR WALLS AND ARE PART OF THEBUILDING'S MAIN WIND FORCE RESISTING SYSTEM. ADDITIONAL FRAMING AND HOLD-DOWNS ARE REQUIRED ONLY AS NOTED ON THE PLAN OR IFWALL SEGMENT IS IDENTIFIED AS SW1, SW2, SW3, SW4, OR SWB ON THE PLAN.2. ALL SW SHEATHING TO BE FASTENED TO FRAMING PER TABLE 2: WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS.3. SHEARWALLS INDICATED ON PLAN WITH WINDOW AND DOOR OPENINGS WITHIN THE SHEARWALL REQUIRE STUD GROUP AND HOLD DOWNS ONLY ATEXTREME END OF DESIGNATED WALL OR PORTION THEREOF AS NOTED ON STRUCTURAL PLAN.4. SWB - SEE "SWB-SPECIAL SHEAR WALL DETAIL", LOCATED ON THE DETAIL SHEET.5. 2ND LEVEL SW'S - END STUDS OF SHEAR WALL TO BE ANCHORED PER ONE OF THE FOLLOWING:· HOLD DOWN WITH FULL-HEIGHT QT TO SLAB. END STUDS TO BE CONTINOUSLY SUPPORTED THROUGH FLOOR SYSTEM TO SLAB.· 2ND LEVEL END STUDS TO MATCHING 1ST LEVEL STUD GROUP BELOW W/ STRAPPING AS NOTED. 1ST LEVEL STUD GROUP TO SLAB WITH HOLDDOWN.6. DESIGNATED SW'S WITH A COMMON CORNER REQUIRE (1) HOLDDOWN, WHICH IS TO BE LARGEST OF THE TWO HOLDOWNS SPECIFIED, UNO.7. ACCEPTABLE BOTTOM PLATE ANCHORS INCLUDE QUICK TIE CONNECTOR OR THREADED ROD IN EPCON G5 EPOXY, OR SIMPSON. SCREW IN ANCHORSALLOWED IN MONOLITHIC FOOTINGS ONLY. EPOXY ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS.TABLE 8: SPECIFIED SHEARWALLSNOTES 1, 2, 3, 42ND LEVEL STRAPPING(IF QT- NOT APPLICABLE)MS36/CS16/MSTA36(12) 10d x 1 12" IN STUDSPH4 / SPH6(6) 10d COMMON IN TOP PLATE(8) 10d COMMON IN STUD/HEADERDSP38" DIA. @ 12" O.C. OR 12" DIA. @ 16" O.C.NOTES:1. EPOXY ANCHOR FOR HOLD-DOWN CONNECTORS IN CMU TO BE 12-INCHES.2. REFER TO FRAMING NOTES THIS SHEET FOR ACRYLIC-TIE INSTALLATION SPECIFICATIONS.3.QUICK-TIE SUBSTITUTION (INSTALLED W/ QUICK TIE QE-1 QUICK SET ANCHORING EPOXY OR POWERS AC100 TEAL OR GOLD EPOXY):·QTB = DTT2Z, LTT20B·QTG = HTT4·QTO = HTT5 (PROVIDED (2) STUDS INSTALLED EACH SIDE OF QTO)4. PRODUCTS SELECTED USING QUICK TIE SUMMER 2013 CATALOG. PRODUCTS MAY BE SUBSTITUTED WITH EQUAL OR BETTER APPROVEDALTERNATES. REFER TO QUICK TIE CATALOG FOR ADDITIONAL INSTALLATION INSTRUCTIONS.5. IF CONNECTOR IS NOT LISTED ABOVE, CONTACT EOR FOR SPECIFIC FASTENING REQUIREMENTS.6. POSITIVE PLACEMENT GUN NAILS, 2 12" LONG, WITH EQUIVALENT DIAMETER TO COMMON NAILS SPECIFIED ABOVE MAY BE USED FOR ABU POSTBASE ANCHORS, CS16, AND MSTA FLAT STRAPS.(2) MS36/CS16/MSTA36(3) MS36/CS16/MSTA36(4) MS36/CS16/MSTA36(18) 10d x 112" IN TRUSS W/ QUICK TIE UPLIFT ANCHORTO SLAB AS SPECIFIED ON PLANQGT(NOTE 2)QGT2(NOTE 2)(30) 16d x 112" IN TRUSS W/ QUICK TIE UPLIFT ANCHORTO SLAB AS SPECIFIED ON PLANTABLE 6: QUICK TIE CONNECTORSCONCRETE /MASONRYEMBEDMENTDESCRIPTIONSYMBOLTENSION CAPACITYMONOLITHIC SLABNOTES:1. QUICK TIE QE-1 QUICK SET ANCHORING EPOXY; POWERS AC100 TEAL OR GOLD EPOXY SHALL BE USED FOR ALL QT ANCHORAGE.2. REFER TO FRAMING NOTES THIS SHEET FOR EPOXY INSTALLATION SPECIFICATIONS.3. QUICK TIES SHOWN ON FRAMING PLAN AT FIXED LOCATIONS ARE DESIGNATED BY SYMBOLS SHOWN ABOVE. REFER TO TYPICAL WALLSECTION FOR ADDITIONAL REQUIRED QTLB LOCATIONS.4. ADDITIONAL STUD REQUIREMENTS PER WALL WIDTH:· 2x4 WALLS:- QTB/QTG MUST HAVE (2) STUDS WITHIN 3" (IF QT IS LOCATED WITHIN 3" OF DBL STUDS AT OPENINGS OR SHEATHING SPLICES, NOADDITIONAL STUDS ARE REQUIRED)- QTO MUST HAVE (2) STUDS INSTALLED EACH SIDE OF QTO. (THIS IS IN ADDITION TO STANDARD WALL FRAMING STUDS).- QTR MUST HAVE (3) STUDS INSTALLED EACH SIDE OF QTR.· 2x6 WALLS: - NO ADDITIONAL STUDS REQUIRED AT QTB/QTG LOCATIONS.- QTO MUST HAVE (2) STUDS INSTALLED EACH SIDE OF QTO. (THIS IS IN ADDITION TO STANDARD WALL FRAMING STUDS)- QTR MUST HAVE (3) STUDS INSTALLED EACH SIDE OF QTR.5. REFER TO APPROVED PRODUCT APPROVAL DOCUMENTS FOR INSTALLATION REQUIREMENTS OF QUICK TIE CABLE.6. QTLB (LIGHT-BLUE) IS INTENDED TO BE INSTALLED PER MANUFACTURER'S WRITTEN SPECIFICATIONS WITH ONE EXCEPTION: QTLB LENGTH OFTHREAD EXPOSED ABOVE NUT DURING FINAL TENSIONING TO BE 12 THE LENGTH PUBLISHED ON THE CABLE, + 18" IN ADDITION TO 12PUBLISHED LENGTH IS ACCEPTABLE. THIS INSTALL FACILITATES A LOWER TENSION CONNECTION, SHOULD A QTB BE TENSIONED TO FULLMANUFACTURER'S PUBLISHED THREAD LENGTH ABOVE NUT, AN ADDITIONAL WALL STUD MUST BE ADDED WITHIN 3-6 INCHES OF THE CABLEFOR 2x4 FRAME CONSTRUCTION ONLY. 2x6 FRAME AND LARGER REQUIRE NO ADDITIONAL STUDS.NOTES 1, 2, 3, 4, 5, 6QTB (QUICK TIE BLUE)316" WIRE ROPE - 38" STEEL STUD214" x 214" x 18" WASHER @ TOP PLTGBGQTG (QUICK TIE GREEN)14" WIRE ROPE - 12" STEEL STUD3" x 3" x 316" WASHER @ TOP PLTBONE STORYTWO STORYONE STORYTWO STORYOOONE STORYTWO STORYQTO (QUICK TIE ORANGE)516" WIRE ROPE - 58" STEEL STUD3" x 3" x 316" WASHER @ TOP PLT4" / 4"4" / 4"6" / 6"1,527 LB.2,839 LB.4,455 LB.1 34"2 14"3"ONE STORYTWO STORY1 34"(2) ADDITIONAL WALL STUDS REQ. FOR QTOCMUMIN. EDGE DISTANCE2 34"3"2 14"2 14"38" DIA. @ 24" O.C. OR 12" DIA. @ 24" O.C.SW338" DIA. @ 16" O.C. OR 12" DIA. @ 24" O.C.RRONE STORYTWO STORYQTR (QUICK TIE RED)38" WIRE ROPE - 34" STEEL STUD3" x 4 12" x 12" WASHER @ TOP PLT7" / 7"6,545 LB.3 12"3 12"QTLB (QUICK TIE LIGHT-BLUE) NOTE 6316" WIRE ROPE - 38" STEEL STUD214" x 214" x 18" WASHER @ TOP PLTLL4" / 4"764 LB.1. QUICK TIE QE-1 QUICK SET ANCHORING EPOXY; POWERS AC100 TEAL, GOLD, OR EQUIVALENT SHALL BE USED FORALL QUICKTIE AND BOTTOM PLATE ANCHORING. QUICK TIE CONNECTOR OR THREADED ROD MAY BE EMBEDDED TOTHE SPECIFIED DEPTH, IN A HOLE116" GREATER THAN THE DIAMETER OF THE ANCHOR. ADHESIVE MUST FILL THE HOLEIN THE CONCRETE AND WOOD BOTTOM PLATE. MANUFACTURER'S SPECIFICATIONS MUST BE FOLLOWED FORPROPER INSTALLATION.WD-QTMIN 716 " 24/16 SPAN RATED OSB OR PLYWOOD INSTALLED HORIZONTALLY W/ 8dCOMMON: 6" O.C. AT PANEL EDGES, 12" O.C. IN THE FIELD. 2x4 BLOCKING ISREQUIRED AT UNSUPPORTED PANEL EDGES.MIN 716" 24/16 SPAN RATED OSB OR PLYWOOD INSTALLED HORIZONTALLY W/ 8dCOMMON: 6" O.C. AT PANEL EDGES, 6" O.C. IN THE FIELD. 2x4 BLOCKING ISREQUIRED AT UNSUPPORTED PANEL EDGES.TYPICAL EXTERIORWALL SHEATHINGALL OTHER VENEERSTUCCO AND DIRECTLYADHERED STONE(NOTE 6)(NOTE 8)Cd = 1.60130 MPHCIIENCLOSED0.18(SEE TABLE 1)+24.61+23.42+22.01+20.91-26.70-25.51-24.09-23.00-32.95-30.58-27.74-25.56+24.61+23.42+22.01+20.91-32.95+24.61-- ------242332" T&G OSB OR PLYWOOD W/ 10d COMMON: 6" O.C AT PANEL EDGES, 12" O.C. IN THEFIELD.MIN 38" OSB OR PLYWOOD OR CDX INSTALLED PERPENDICULAR TO SUPPORTS W/ 8dCOMMON: 3" O.C. AT PANEL EDGES, 12" O.C. IN THE FIELD.MIN 716" OSB OR PLYWOOD INSTALLED VERTICAL OR HORIZONTAL W/ 8d COMMON: 3"O.C. AT PANEL EDGES, 6" O.C. IN THE FIELD (UNBLOCKED HORIZONTAL PANEL EDGES),12" O.C. IN FIELD (BLOCKED HORIZONTAL PANEL EDGES).FLOOR DECK SHEATHING:(NOTE 5)PORCH CEILING BOARD SHEATHING:"SW" DESIGNATED SHEAR WALLS:(NOTE 8)MIN 1532" 32/16 SPAN RATED PLYWOOD INSTALLED WITH LONG DIMENSIONPERPENDICULAR TO SUPPORTS W/ 8d RING SHANK NAILS: 4" O.C. AT PANEL EDGES AND8" O.C. IN THE FIELDROOF DECKSHEATHING(NOTE 1)MIN 716" 24/16 SPAN RATED OSB OR PLYWOOD INSTALLED WITH LONG DIMENSIONPERPENDICULAR TO SUPPORTS W/ 8d RING SHANK NAILS: 6" O.C. AT PANEL EDGES, 12"O.C. IN THE FIELD.TILE AND METAL ROOF(NOTE 7)SHINGLE ROOF------ ------------------ ------------ ----------------24242424242424242424242424242424242424-- ------24------ ------------------ ------------ ----------------242424242424242424*24242424242424242424*BBLLINDICATES (1) QUICK TIE MAY BE INSTALLED AT CORNERPER "CORNER INSTALLATION" DETAIL, SHEET ST-58 FT10 FT16 FT18 FT(2) 2x4 OR (1) 2x6(2) 2x4 OR (1) 2x6(1) 2x4 OR (1) 2x6(1) 2x4 OR (1) 2x6*GARAGE DOOR HEIGHT MAY BE 6'-8" OR HIGHER+21.9/-27.3+21.6/-26+20.8/-24+20.6/-23.62019 V2.0QT ENGINEERING(TYP)DESIGNATIONEND ZONE1ST FLOOR4.0 FTAPEX TECHNOLOGY IS A FICTITIOUS NAME OWNED BY JAX APEX TECHNOLOGY INC., A FLORIDA CORPORATION FLORIDA ENGINEER BUSINESS NO. 7547
DO NOT SCALE THESE DRAWINGS - DRAWINGS SCALE IS 50% OF DESIGNATED SCALE IF PRINTED ON 11x17 MEDIA9000 REGENCY SQUARE BLVD.SUITE 100 JACKSONVILLE, FL 32211904.821.5200STRUCTURAL ENGINEERINGDATEREVISIONSREVIEWED:DESIGNED:PROJECT NO:John Merrill
Homes
13026 Viburnum Drive North,
Jacksonville, FL 32246
PUJADAS RESIDENCEATLANTIC BEACHCOUNTRY CLUBLOT 1622020.002839EAF/JML04-13-2020This item may be digitally signed and sealed with a digital signature. Printed copies of digitally signed documents are not considered signed and sealed and the signature must be verified on any electronic copies.
ST-2APEX TECHNOLOGY IS A FICTITIOUS NAME OWNED BY JAX APEX TECHNOLOGY INC., A FLORIDA CORPORATION FLORIDA ENGINEER BUSINESS NO. 7547
DO NOT SCALE THESE DRAWINGS - DRAWINGS SCALE IS 50% OF DESIGNATED SCALE IF PRINTED ON 11x17 MEDIA9000 REGENCY SQUARE BLVD.SUITE 100 JACKSONVILLE, FL 32211904.821.5200STRUCTURAL ENGINEERINGDATEREVISIONSREVIEWED:DESIGNED:PROJECT NO:John Merrill
Homes
13026 Viburnum Drive North,
Jacksonville, FL 32246
PUJADAS RESIDENCEATLANTIC BEACHCOUNTRY CLUBLOT 1622020.002839EAF/JML04-13-2020FOUNDATION PLAN1/4" = 1' 0"QT ENGINEERING36632266222222664223333AAUNDER DOORK&AUNDER DOORK&89'-0"2'-0"15'-4"38'-10"31'-4"1'-6"0'-4"23'-4"8'-0"50'-0"2'-0"2'-512"11'-11"2'-512"10'-4"20'-10"1'-6"19'-4"89'-0"2'-0"13'-0"57'-6"11'-6"5'-0"6'-6"4'-6"2'-0"50'-0"4'-0"
2'-0"22'-0"12'-6"11'-6"2'-0"
1'-4"9'-0"
1'-2"
1'-4"9'-0"2'-2"9'-2"12'-10"
0'-6"
1'-6"
2'-5"16'-11"STEPS PROVIDEDPER BUILDERSTEPS PROVIDEDPER BUILDERI2'-0"15'-4"4'-312"5'-0"428'-1"1'-912"23'-312"6'-312"1'-6"6'-712"2'-6"14'-7"4'-0"5'-9"2'-9"13'-712"11'-6"2'-4"0'-51
2"
5'-10"7'-5"5'-11
2"6'-111
2"3'-41
2"2'-7"
2'-0"6'-9"15'-3"1'-91
2"6'-4"13'-7"
17'-101
2"22'-8"2'-0"
0'-4"J(3) TOTAL7STEPS PROVIDEDPER BUILDER5'-6"7DDJ(2) TOTAL34'-31
2"7'-9"DE17'-11"
0'-10"
1'-4"·CONCRETE SLAB ON GRADE SHALL BE MINIMUM 3 1/2" THICK ANDHAVE MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2500 PSI UNO.·EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS ASSUMEDTO HAVE A MINIMUM BEARING CAPACITY OF 2,000 psf, AND SHALL BEFREE OF ORGANIC MATERIAL AND COHESIVE SOILS. COMPACT THEFILL IN 12" LIFTS TO AT LEAST 95% OF MODIFIED PROCTOR MAXIMUMDRY DENSITY. IT IS THE OWNER'S OR CONTRACTOR'SRESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS.·IF CONTRACTOR OR BUILDING OFFICIAL DETERMINES THAT THE SOILIS NOT SUITABLE FOR 2,000 PSF BEARING CAPACITY, CONTACT EOR.ADDITIONAL FOUNDATION WORK MAY BE REQUIRED.·SLIDING GLASS DOOR FRAMES MUST BE RECESSED INTO THE SLABIN ACCORDANCE WITH THE BUILDING CODE. CONSULTARCHITECTURAL PLANS FOR LOCATION OF SLIDING GLASS DOORS.·MASONRY STEMWALL AND MONOLITHIC FOOTINGS AREINTERCHANGEABLE. SEE SHEET ST-2D FOR ALTERNATE STEMWALLSECTIONS.·24" LONG #4 BAR IS RECOMMENDED TO BE INSTALLED AT ALLRE-ENTRANT CORNERS, SEE "RE-ENTRANT CORNER DETAIL" ONSHEET ST-2D.GENERAL FOUNDATION NOTES:2020 V1.0DC112" DEEP FTG UNDER BOXCOLUMN, FTG TO BEPROJECTED MIN 6" AS SHOWN36"SQx20" DEEP FTGw/ (4) #4 EW24"SQx20" DEEP FTGw/ (3) #4 EW8"x8" DEEP THICKENEDEDGE w/ (1) #4 CONT48"SQx24" DEEP FTGw/ (5) #4 EW, T&B30"SQx20" DEEP FTGw/ (4) #4 EW16"SQx12" DEEP FTGFOUNDATION KEYNOTES:ANOTES APPLICABLE ONLY WHERE SPECIFIED ON PLANCEGBDF#5 VERTICAL DOWEL TYPAS SHOWN, SEE MASONRYHNOTES ON ST-1CONTROL JOINT (CJ) NOTES:·CUTS MUST BE MADE THE SAME DAY AS PLACEMENT. AS SOON AS THECONCRETE HAS SET ENOUGH TO ALLOW SAWCUTS WITHOUT RAVELINGTHE COURSE AGGREGATE FROM THE CUT, MAKE THE CUT.·CUTS MADE THE NEXT DAY OR AT SUBSEQUENT TIMES DO NOT PROVIDEADEQUATE PROTECTION AGAINST "RANDOM" CRACKING.1.TIMINGTHE CUT SHOULD BE AT LEAST 1" DEEP, BUT NOT MORE THAN 1 ¼" DEEP.2. DEPTHTHE CUTS SHOULD BE SEALED WITH A SEMI-RIGID EPOXY OR ACRYLICADHESIVE SEALANT. JOINT SEALANT IS RECOMMENDED BUT NOT REQUIREDAT INTERIOR LOCATIONS. BACKER ROD IS NOT REQUIRED.3. SEALING·FORM & POUR REMAINDEROF CURB W/ (1) #5CONTINUOUS & #4 VERT @48" O.C.I·16" SQ. SOLID FILLED CMU PIER·PROVIDE MIN (1) #5 VERT FULL HEIGHT, VERT REINFORCEMENT TOBEND 90° @ BOTTOM & TIE IN FTG REINFORCEMENT·CMU PIER ON 20" DEEP FTG W/ #4 @ 12" O.C. EW, FTG PROJECTEDMIN 6" LARGER THAN PIER ON ALL SIDESK8x8 THICKENED EDGE ASSUMES FRONT OF GARAGE SLAB RETURNS TOEXISTING GRADE; REFER TO FOUNDATION SECTION #9 FOR CMUFOUNDATION STEMWALL FOOTING CONTINUOUS BELOW DOOR OPENINGSHOULD SITE FILL CONDITIONS NOT PROVIDE FOR SLAB AT GARAGEDOOR TO RETURN TO APPROXIMATELY EXISTING GRADE.JThis item may be digitally signed and sealed with a digital signature. Printed copies of digitally signed documents are not considered signed and sealed and the signature must be verified on any electronic copies.
QT ENGINEERINGST-2DMIN 24" LONG #4 OR #5BAR SET AT MID-DEPTHOF SLAB, TYP ALLRE-ENTRANT CORNERSRE-ENTRANT CORNER DETAIL(RECOMMENDED)PLAN VIEW, DETAIL TYPICAL @ ALLRE-ENTRANT CORNERSTYPICAL REINFORCINGBARS AT THICKENEDFOOTING, SEE PLANHOUSE SLAB1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACKFILLING BEHIND A STEM WALL, PARTICULARLY WHEN IT IS OVER 4COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONSMAY BE OBTAINED FROM THE ENGINEER OF RECORD.2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPOXYANCHORS MUST BE USED IN STEMWALL FOUNDATIONS.4" OPT BRICK LEDGENOTED ON FND PLANFOOTING TO BEAR ON FIRMUNDISTURBED SOIL8" CMU CHAIR BLOCKW/ (1) #4 OR #5 CONT.VAPOR BARRIER#4 OR #5 VERT REINFORCINGUP TO 3 COURSES: 72" O.C.4 TO 5 COURSES: 48" O.C.ADDITIONAL #4 OR#5 IN BRICK LEDGECONCRETE SLAB W/6x6 W1.4 x W1.4 WWFOR FIBER MESHSEE ARCH
DETAILS TOP OF SLABMAX 5 COURSESSTEMWALL SECTION2CAST-IN-PLACE FOOTING SPECS1-STORY: 8" x 16" W/(2) #4 OR (2)#5 CONT2-STORY: 10" x 20" W/(3) #4 OR (2) #5 CONTVERTICAL REINFORCEMENTTO HAVE 6" BEND AT BOTTOMFLOATING CONCRETESLAB W/ 6x6 W1.4xW1.4WWF OR FIBERMESHCAST-IN-PLACE FOOTING SPECS1-STORY: 8" x 16" W/(2) #4 OR (2)#5 CONT2-STORY: 10" x 20" W/(3) #4 OR (2) #5 CONT4" OPT BRICK LEDGENOTED ON FND PLANVERT REINFORCEMENT TOHAVE 6" BEND @ BOTTOMUP TO 3 COURSES: 72" O.C.4 TO 5 COURSES: 48" O.C.ADDITIONAL #4 OR #5IN BRICK LEDGE0'-0" A.F.F.(BEYOND)U-BLOCK W/(1) #4 OR #5CONTSTEMWALL CURB SECTIONSEE ARCH
DETAILS
MAX 5 COURSES7VARIESFOOTING TO BEAR ON FIRMUNDISTURBED SOILFINISHGRADE1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACKFILLING BEHIND A STEM WALL, PARTICULARLY WHEN IT IS OVER 4COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONSMAY BE OBTAINED FROM THE ENGINEER OF RECORD.2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPOXYANCHORS MUST BE USED IN STEMWALL FOUNDATIONS.#4 OR #5 VERT REINFORCING12" UNDER 1 STORY WALLw/ (2) #4 OR (2) #5 CONT16" UNDER 2 STORY WALLw/ (3) #4 OR (2) #5 CONT4"SEE ARCH(MAX 20"DEEP)VAPOR BARRIER0'-0" A.F.F.BEARING CURB STEP SECTION64" EXTENSIONUNDER BRICKVENEERCONCRETE SLAB W/ 6x6W1.4 x W1.4 WWF ORFIBERMESHFOOTING TO BEAR ONFIRM UNDISTURBED SOILCONCRETE SLAB W/ 6x6W1.4 x W1.4 WWF ORFIBERMESHVAPOR BARRIER112" UNDER 1 STORY WALL w/(2) #5 OR (2) #4 CONTINUOUS16" UNDER 2 STORY WALL w/(2) #5 OR (3) #4 CONTINUOUS12" MINADDITIONAL NO. 4 OR NO. 5BAR IN BRICK LEDGE6" OPT. EXTENSION IN BRICKLOCATIONS ON FND PLANSEE ARCH(MAX 16")CONTACT EOR PRIOR TO CONSTRUCTION IF ANY OF THEFOLLOWING OCCUR:·OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28"·GROUND ADJACENT TO FTG SLOPES DOWN AND AWAYFROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY PER3'-0" HORIZONTALLY TO PREVENT EROSION OF SOIL.MONOLITHIC FOOTING SECTIONVAPOR BARRIERCONCRETE SLAB w/ 6x6W1.4 x W1.4 WWF ORFIBERMESH16"12"BEARING WALL FOOTING SECTION3(2) #4 OR (2) #5 CONTINUOUS8"x8" THICKENEDFTG AT STEP-DOWN,SEE PLAN8" MINSEE ARCHDETAILSVAPOR BARRIER0'-0" A.F.F.CONCRETE SLAB W/ 6x6W1.4 x W1.4 WWF ORFIBERMESHCURB STEP SECTION48"CONTACT EOR PRIOR TO CONSTRUCTION IF ANY OF THEFOLLOWING OCCUR:·OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28"·GROUND ADJACENT TO FTG SLOPES DOWN AND AWAYFROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY PER3'-0" HORIZONTALLY TO PREVENT EROSION OF SOIL.VARIES12" MINVAPOR BARRIERADDITIONAL NO. 4 OR NO. 5BAR IN BRICK LEDGE6" OPT. EXTENSION IN BRICKLOCATIONS ON FND PLANCONCRETE SLAB W/6x6 W1.4 x W1.4 WWFOR FIBERMESHSEE ARCH(MAX 16")GARAGE EXT WALL CURB SECTION58" UNDER 2x6 WALL6" UNDER 2x4 WALL12" UNDER 1 STORY WALL w/(2) #5 OR (2) #4 CONTINUOUS16" UNDER 2 STORY WALL w/(2) #5 OR (3) #4 CONTINUOUS#4 OR #5 @ 18" O.C.W/ 9" BEND @ BOTTOM2019 V3.0-WDSLAB W/ THICKENEDEDGE PER PLANSTEMWALL BEYOND ANDCONCRETE FTG, SEE PLANDRIVEWAY SLAB ORPAVERS, SEE ARCHAGARAGE ENTRY CMU STEMWALL SECTION91. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACKFILLING BEHIND A STEM WALL, PARTICULARLY WHEN IT IS OVER 4COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONSMAY BE OBTAINED FROM THE ENGINEER OF RECORD.2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY.EPOXY ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS.APEX TECHNOLOGY IS A FICTITIOUS NAME OWNED BY JAX APEX TECHNOLOGY INC., A FLORIDA CORPORATION FLORIDA ENGINEER BUSINESS NO. 7547
DO NOT SCALE THESE DRAWINGS - DRAWINGS SCALE IS 50% OF DESIGNATED SCALE IF PRINTED ON 11x17 MEDIA9000 REGENCY SQUARE BLVD.SUITE 100 JACKSONVILLE, FL 32211904.821.5200STRUCTURAL ENGINEERINGDATEREVISIONSREVIEWED:DESIGNED:PROJECT NO:John Merrill
Homes
13026 Viburnum Drive North,
Jacksonville, FL 32246
PUJADAS RESIDENCEATLANTIC BEACHCOUNTRY CLUBLOT 1622020.002839EAF/JML04-13-20204"VAPORBARRIER0'-0" A.F.F.TALL BEARING CURB STEP SECTION6A12" UNDER 1 STORY WALLWITH (2)#4 OR (2)#5 CONT16" UNDER 2 STORY WALL WITH (3)#4 OR (2)#5 CONT312" CONCRETE SLAB W/6x6 W1.4 x W1.4 WWFOR FIBERMESH2'-4" MAX
#4 CONT.#4 VERTICALS @ MAX24" O.C. W/ 12" HOOKEACH ENDThis item may be digitally signed and sealed with a digital signature. Printed copies of digitally signed documents are not considered signed and sealed and the signature must be verified on any electronic copies.
FIRST LEVEL STRUCTURAL FRAMING PLAN1/4" = 1' 0"SHEATH WALL CONTINUOUS TO SECOND FLOOR TOP PLATE PER TYPICALWALL SECTION SHEET.MIN (2) INTERMEDIATE JACK STUDS REQUIRED BETWEENOPENINGS.SEE INTERIOR SHEARWALL DETAIL ON DETAIL SHEET. INLOCATIONS WHERE INTERIOR SHEARWALLS HAVE VAULTED TOPPLATES, ALSO SEE INTERIOR SHEARWALL AT VAULTED TOP PLATEON DETAIL SHEET.ATTACH SW TO FLOOR DIAPHRAGM PER ONE OF THE FOLLOWING:A. IF FLOOR TRUSS ALIGNS ABOVE SW, ATTACH FLOOR TRUSSBOTTOM CHORD TO SW DBL TOP PLATE W/ 10d @ 3" O.C.B. FRAME AND SHEATH SW TO FLOOR DECK ABOVE. ATTACHFLOOR DECK TO SW DBL TOP PLATE W/ 10d @ 3" O.C.PORCH BEAM FRAMING NOTES·BEAM POCKET PORCH BEAMS AT TOP PLT ELEV.NOTCH TOP OF BEAM 3" FOR BEAM PKT CONNECTION AT WALL.TOP OF BEAM ELEVATION EQUALS TOP OF TOP PLATE.·SHIM BELOW PORCH BEAMS JUST ABOVE TOP PLT ELEV.PORCH BEAM TO TOP PLT w/ MS24, MTS12, OR MSTA24·POST DOWN PORCH BEAMS ABOVE TOP PLT ELEV.PROVIDE DOUBLE STUD POST DOWN SUPPORT AT WALL FORPORCH BEAM. BEAM TO POST DOWN STUDS w/ MS24, MTS12,HTS20, OR MSTA24. STUDS TO TOP PLATE w/ MS24, MTS12,HTS20, OR MSTA24.·BEAM ATTACHED TO EXISTING FRAMINGATTACH PORCH BEAM TO EXISTING STUDS OR KING/JACKSTUDS w/ SIMPSON HUC HANGER MATCHING PORCH BEAMDIMENSIONS.(SEE SHEET ST-1 & 5 FOR GENERAL NOTES)FRAMING KEY NOTES (QUICK-TIE)NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN1. 2. 3. 4. 5. 6. HIGH UPLIFT WALL: INSTALL QTB @ MAX 48" O.C., REQUIRED AT THISSECTION ONLY.7. WIND-LOAD HEADER/SILL : METAL FRAMING CONNECTOR AT EACH ENDPER NOTE BELOW:A.B. SIMPSON HTS16 AT EACH END.C. WIND-LOAD HEADER NOT APPLICABLE DUE TO LIMITED SPACE ABOVESEE WIND-LOAD HEADER FRAMING DETAIL : WIND-LOAD HEADER NOTEDON PLAN SHALL BE INSTALLED IN PLANK ORIENTATION DIRECTLY ABOVEOPENING WITH (2) SIMPSON A35 AT EACH END.OPENING:OSB OR 2x SHIM BETWEEN HEADER AND SGD FRAME.···SHIM TO HEADER w/ (2) ROWS 10d @ 8" O.C. STAGGERED.LOAD-BEARING HEADER TO KING STUDS w/ (6) 10d TOE-NAILS ATEACH END.8. POST/COLUMN FRAMING NOTESA. 4x4 NO.2 SYP PT POSTB. 6x6 NO.2 SYP PT POSTC. SEE TYPICAL BOX COLUMN DETAILD. 4x4 NO.2 SYP PT POST OR SEE TYPICAL BOX COLUMN DETAILE. 6x6 NO.2 SYP PT POST OR SEE TYPICAL BOX COLUMN DETAIL2019 V3.0QT ENGINEERINGST-3APEX TECHNOLOGY IS A FICTITIOUS NAME OWNED BY JAX APEX TECHNOLOGY INC., A FLORIDA CORPORATION FLORIDA ENGINEER BUSINESS NO. 7547
DO NOT SCALE THESE DRAWINGS - DRAWINGS SCALE IS 50% OF DESIGNATED SCALE IF PRINTED ON 11x17 MEDIA9000 REGENCY SQUARE BLVD.SUITE 100 JACKSONVILLE, FL 32211904.821.5200STRUCTURAL ENGINEERINGDATEREVISIONSREVIEWED:DESIGNED:PROJECT NO:John Merrill
Homes
13026 Viburnum Drive North,
Jacksonville, FL 32246
PUJADAS RESIDENCEATLANTIC BEACHCOUNTRY CLUBLOT 1622020.002839EAF/JML04-13-2020SW2SW2SW3
SW3
SW3
SW3SW1 22GGOOOO2OOGGBOOBBBBBBBBBBBBBBB(3) 2x12 CONTINUOUS HEADER
PST-6G2ST-6BG2ST-6BBBBBBBBBBBBBBBBBBBBBBBBBB4448A(3) TOTAL48A(2) TOTAL44(2) 2x6-1/2(2) 2x6-1/2(2) 2x6-1/2(2) 2x6-1/21(2) 2x6-1/21(2) 2x6-1/2NO HDR-2NO HDR-2(2) 2x6-1/2(2) 2x10-1/3(2) 2x6-1/1(2) 2x4-1/1(2) 2x6-2/1(2) 2x6-1/2(2) 2x6-1/2(2) 2x4-1/21(2) 2x4-1/2(2) 2x4-1/1B2 STUDSQTBROOFTRUSS(2) 2x12(2) 11 14" LVL(2) 11 14" LVLNO HDR-2(2) 11 14" LVLG2 STUDSQTGROOFGIRDER
6 STUDSHTT5ROOF
GIRDER
B2 STUDSQTBROOF
GIRDER
B2 STUDSQTBROOF
GIRDER BB2 STUDSQTBROOF
GIRDERBBW/ (3) 2x6 NO.2 SPFWIND LOAD HDR(2) 2x8-1/3(2) 2x12(2) 11 14" LVL(2) 2x12(2) 2x12(2) 2x12LUS210-2BBBGBHUS21016" LVL BEAM ABOVE2 STUDSQTBBEAMABOVE2 STUDSQTBBEAMABOVE
FLUSH HDRThis item may be digitally signed and sealed with a digital signature. Printed copies of digitally signed documents are not considered signed and sealed and the signature must be verified on any electronic copies.
FIRST LEVEL ROOF FRAMING PLAN1/4" = 1' 0"SEE SHEET ST-1 & 5 FOR ADDITIONAL GENERAL NOTES1. SEE "SHEAR PANEL" DETAIL ON DETAIL SHEET.TRUSS FRAMING GENERAL NOTES2x6...................................(4) 12d COMMON2x8...................................(6) 12d COMMON2x10.................................(8) 12d COMMON2x12.................................(10) 12d COMMONROOF FRAMING LEDGER TO WOOD:2x6...................................(3) 16d COMMON2x8...................................(5) 16d COMMON2x10.................................(7) 16d COMMON2x12.................................(9) 16d COMMONFLOOR FRAMING LEDGER TO WOOD (W/ NAILS):PT 2x6...................................(3) ¼" x 4-½" LONG #14 WOOD SCREWSPT 2x8...................................(5) ¼" x 4-½" LONG #14 WOOD SCREWSPT 2x10.................................(7) ¼" x 4-½" LONG #14 WOOD SCREWSPT 2x12.................................(9) ¼" x 4-½" LONG #14 WOOD SCREWSFLOOR FRAMING LEDGER TO WOOD (W/ SCREWS):4.ANGLE & LATERAL BRACES MAYBE OMITTED FROM GABLEBRACING DETAIL IF PORCH SHEATHING DETAIL ISPROPERLY APPLIED, SEE DETAIL SHEET ST-6/7.3. LEDGER FRAMING NOTESFASTEN NO.2 SYP LEDGER TO FRAMING/TRUSS VERTICALSAT EVERY SUPPORT WITH FASTENING SHOWN BELOW(MAX 24" O.C. SPACING) ORADDITIONAL FASTENERS MAY BE REQUIRED AT SPECIFIEDLOCATIONS ON PLANSEE TABLE 5 ON SHEET ST-1/S1 FOR FASTENERPROTECTION AGAINST CORROSIONEXTERIOR DECK LEDGERS SHALL BE SECURE TO WALLFRAMING WITH WOOD SCREWS. COMMONNAILS AT FLOORFRAMING LEDGERS ARE FOR INTERIOR USE ONLY.····2. TYPICAL BEARING BLOCKBEARING BLOCK TO BE NO.2 SYP, MIN 48" LONG AND TOMATCH DIMENSION OF TRUSS MEMBER.ATTACH BEARING BLOCK TO TRUSS VERTICAL OR TRUSSBOTTOM CHORD W/ (3) ROWS 10d @ 4" O.C. STAGGERED.··OVERFRAMING NOTES·ALL RAFTERS TO BE MIN. 2x6 NO.2 SYP @ 24" O.C. MAX.·ALL "SLEEPERS" TO BE PLANK-ORIENTED 2x8 NO.2 SYP MIN.·FASTEN "SLEEPERS" TO EACH TRUSS/RAFTER W/ (3) 16dCOMMONS MIN.·EACH RAFTER TO "SLEEPER" W/ SIMPSON H3 UPLIFTCONNECTOR.·ALL RIDGE BOARDS TO BE 2x8 NO.2 SYP MIN.·FASTEN 2x6 NO.2 SYP COLLAR TIES FROM RAFTER TORAFTER WHERE APPLICABLE W/ (5) 10d COMMONS MIN.RAFTER SPAN SCHEDULELUMBER SIZEO.C.SPACING2x62x82x10 2x1212"16"24"20 L.L./15 D.L. #2 SYP14'-5"12'-6"10'-2"18'-3"15'-10"12'-11"21'-8"18'-9"15'-4"25'-6"22'-1"18'-0"CEILING JOIST SPAN SCHEDULELUMBER SIZE2x62x810 L.L./5 D.L. #2 SYP18'-8"16'-11"13'-11"24'-7"21'-7"17'-7"O.C.SPACING2x42x1012"16"24"11'-10"10'-9"9'-3"26'-0"25'-7"20'-11"DRAFT STOPPING AT FLOOR TRUSSES TO BE PROVIDEDBY BUILDERUNLESS SPECIFICALLY NOTED ON TRUSS FRAMING PLAN,ALL TRUSS TO WOOD CONNECTIONS SHALL BE ACCORDINGTO THE TYPICAL WALL SECTION, SEE SHEET ST-5.TRUSS FRAMING KEY NOTESNOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN··REFER TO COMPONENT MANUFACTURER'S LAYOUT FORTRUSS LABELS & DIMENSIONS.·2019 V3.0QT ENGINEERINGST-3AAPEX TECHNOLOGY IS A FICTITIOUS NAME OWNED BY JAX APEX TECHNOLOGY INC., A FLORIDA CORPORATION FLORIDA ENGINEER BUSINESS NO. 7547
DO NOT SCALE THESE DRAWINGS - DRAWINGS SCALE IS 50% OF DESIGNATED SCALE IF PRINTED ON 11x17 MEDIA9000 REGENCY SQUARE BLVD.SUITE 100 JACKSONVILLE, FL 32211904.821.5200STRUCTURAL ENGINEERINGDATEREVISIONSREVIEWED:DESIGNED:PROJECT NO:John Merrill
Homes
13026 Viburnum Drive North,
Jacksonville, FL 32246
PUJADAS RESIDENCEATLANTIC BEACHCOUNTRY CLUBLOT 1622020.002839EAF/JML04-13-20205. RAFTER OVERHANG·2x4x5' LONG NO. 2 SYP SCABBED RAFTER TAILS·RAFTER TAILS TO TRUSS TOP CHORD W/ (2) ROWS10d @ 6" O.C., STAGGERED·PROVIDE 2x4 SYP BLCKING BETWEEN TRUSS TOP CHORDS AND 2x4SYP CEILING JOISTS BETWEN TRUSS BOTTOM CHORDS @ 24" O.C.·ATTACH BLOCKING AT EACH END W/ (3) 10d TOE NAILS6.·2x10 x 48" LONG NO.2 SYP BEARING BLOCK, CUT TO MATCH TRUSSPITCH, SEE NOTE 2 FOR ATTACHMENT·NARROW FACE OF TRUSS/BLOCK TO STUD GROUP BELOW W/ (2)MSTA367.HTU26HTU26HTU26HTU26
HTU26
HTU26
HTU26HTU26HTU26HTU26
HTU26
HTU26HTU26HTU26HTU26
HTU26
HTU26
HTU26
HTU26HTU26HTU26
HTU26
HTU26
HTU26-2HTU26-2HTU26-2HTU26-2HTU26-2HTU26-2LUS26LUS26LUS26LUS26LUS26LUS26LUS26LUS26LUS26LUS26LUS26LUS266'4'7'11"6'4'1'5"28'2'1'10"8
4'3"8'1'7"8
2'9"
1'7"84'1'3"6'1'9"8 12'4'4'1'9"
2'
1'5"28'2'1'10"8
10'1'7"8
2'9"
1'7"812'1'0"812'14'4"17'9"8 3900# DRAG TRUSS
3500# DRAG TRUSS
5600# DRAG TRUSS INT. BRNG,INT. BRNG,INT. BRNG,INT. BRNG,INT. BRNG,VERSA LIFT
BY BLDR.BLDR. TO ADJUST STAIRRISERS AS NEEDED(3) 2X10 UPTURN HEADERPAD UP SO TOP IS @ 10'-11 5/8"WALL ABOVEFLOOR TRUSSESTOP @ 19'-5 7/8"J01J01J01 J01J02J02J02J03J03J03J03J02AHJ01 HJ01T36T37T38 J01J01J01J06J06J06J06J06J06J01AHJ02HJ02T39T40T41
J01J02J01A
J02A
J11J11J11HJ04J04J04J04J04J04J04J05J05J07
J07J08
J08J09J09J09HJ03J09J10J12J12
J12J13J13J12A
HJ05HJ05T42
J12J12
J13J13J13J13J13HJ05HJ06HJ06HJ07HJ08V01V02GE01T01PB01PB02
GE02
T15
T15
T15
T16
T17
T18
T19
T20
PB06
PB07
GE03
T23
T02T03 T04T05T06T07
T08
T08
T08T08
T08
PB02PB02PB02PB02PB02PB03
PB04
PB04
PB04
PB04 T07AT07T07T07T07
T08
T09
T10PB04
PB04
PB04
T11
T12
T13
T14
T14
T14
T14
T21T22
T24
T25
T25
T25
T25
T25
T26
T26
T26T27T28T29T30T31T32T33T34 T35
PB05
PB05
PB05
PB05
PB05
PB05
PB05
T43
T43
T43
T44
T44
T44
T43A B01T45T45T45T45T45T45 T46T46T46T46T46T46 56(2) HTS20(2) HTS20(2) HTS20(2) HTS20 OR(2) MSTA247MSTA24 TO SWEND STUDS·(2) 2x4 x 48" LONG NO.2 SYP VERTICAL BEARING BLOCK, SEE NOTE2 FOR ATTACHMENT·NARROW FACE OF TRUSS/BLOCK TO STUD GROUP BELOW W/ (3)MSTA248.8This item may be digitally signed and sealed with a digital signature. Printed copies of digitally signed documents are not considered signed and sealed and the signature must be verified on any electronic copies.
PROPERLY WIND LOADRATED SOFFITMATERIALCONTINUOUS @PERIMETER. SEETABLE 1: COMPONENTAND CLADDING DESIGNPRESSURES ON SHEETST-1.WALL SECTION AT ROOFSTANDARD HEEL CONDITION(THIS SECTION IS TYPICAL FOR ONE AND TWO STORY APPLICATIONS)TRUSS OR RAFTER TO TOP PLATE W/ HA4,TLOK06, OR H8 UNO ON ROOF FRAMING PLANEXTERIOR WALLS: QTLB @ MAX 8FT O.C. FOR TRUSSSPANS OF 20 FEET OR LESS. QTLB @ MAX 48" O.C.FOR TRUSS SPANS GREATER THEN 20 FEET, U.N.OON PLAN. SEE TABLE 6: QUICK TIE CONNECTORS ONSHEET ST-1 FOR TYPICAL INSTALLATION.RAISED HEELMAX 4"2x NO.2 SYP BLOCKING TO FIT TIGHT BETWEENTRUSSES, (3) 10d COMMON TOE-NAILS @ EACHEND, BLOCKING MAY BE OMITTED AT RAISEDHEEL HEIGHTS < 9"SHEATHING TO BE CONTINUOUS TO BLOCKING,34" BETWEEN TOP OF WOOD PANEL AND CENTEROF FASTENERSALT. WALL SECTION AT ROOFRAISED HEEL CONDITION(THIS SECTION IS TYPICAL FOR ONE AND TWO STORY APPLICATIONS)TRUSS OR RAFTER TOTOP PLATE W/HA4,TLOK06, OR H8 UNOON ROOF FRAMING PLANSTUD SPACING PER TABLE 3: MAXIMUM EXTERIORWALL STUD SPACING. ROOF BEARING ONLY.TRUSS OR RAFTER TO TOPPLATE W/ HA4, TLOK06, OR H8UNO ON ROOF FRAMING PLANNOTE 1 & 2(NOTE: THIS DETAIL IS APPLICABLE FOR BOTH 90° & 45° CORNERS)1. (1) QUICK-TIE ALLOWED @ CORNERS OF TYPICAL WALLS W/OVERLAPPING PLATES.2. QUICK-TIE LOCATED IN WALL WHERE THE UPPERMOST TOPPLATE OVERLAPS THE LOWER TOP PLATE.3. IF PLATES ARE NOT LAPPED AS SHOWN, INSTALL QUICK-TIEEACH SIDE OF CORNERCORNER INSTALLATIONNOTE 3PLACE QT's AT SHEARWALL ENDS AS INDICATED ON THE FRAMING PLAN. QT'S SHOULDHAVE WASHER LOCATED NEXT TO STUD COLUMN SUCH THAT PLATE WASHER ISLOCATED DIRECTLY OVER STUD COLUMN.PLACE QT's WITHIN 3" OF BEARING WALL END STUDS.PLACE QT's AT MAX 48" O.C. (EXCEPT AS NOTED IN "ALTERNATE QUICK-TIE SPACING ATMINIMAL UPLIFT WALLS")PLACE QT's AT HIGH POINT LOADS PER FIXED LOCATIONS INDICATED ON FRAMING PLAN.QTO ARE ACCEPTABLE ALTERNATIVE TO GARAGE RETURN DETAIL SPECIFIEDHOLDDOWNS ONLY IF #4 OR #5 VERTICAL REINFORCING HAS BEEN INSTALLED IN CURB @18" O.C. MAX, MIN (2) VERTICAL BARS @ EACH RETURN. QTO MUST HAVE MIN 11"EMBEDMENTRECOMMENDED QUICK TIE PLACEMENT PROCEDURETWO STORY STACKEDSHEARWALL2ND FLOOR ENDSTUDS TO 1STFLOOR HEADER W/(2) MS36/(2) CS18WITH (9) 10d EACHEND OR QTLBSECOND FLOORSHEARWALL(2) MS24/MSTA24 ORQTLB TO HEADERBELOWSECOND FLOOR WALLOVER HEADERSWSWSWTYPICALSPACING UNOTYPICALSPACING UNOTYPICALSPACING UNOTYPICALSPACING UNOBOTTOM PLATEANCHORS @ 24"O.C. MAXTYPICAL QTLB @ MAX48" O.C., MIN (1) PERSHEARWALL(QTLB REQUIRED FORROOF LOAD BEARINGWALLS ONLY)TYPICAL QTLB @MAX 48" O.C., MIN (1)PER SHEARWALL(QTLB REQUIREDFOR ROOF LOADBEARING WALLSONLY)CABLE CONTINUOUSFROM 2ND LEVELDBL TOP PLT TOSLABQT CONTINUOUS FROM 2NDLEVEL DBL TOP PLT TO SLABADDITIONAL STUDSREQ. IF QTO, SEETABLE 6: QUICK TIECONNECTORS,SHEET ST-1TYPICAL UPLIFT ANCHOR INSTALLATION FORSECOND FLOOR WALLS AND SHEARWALLSIF REQUIRED QT SPACING ISGREATER THAN OPENINGWIDTH, PRESERVE QTSPACING AND DO NOTINSTALL QT EACH SIDE OFOPENING (U.N.O. ON PLAN)TYPICAL HEADER ELEVATIONALTERNATE QUICK-TIE SPACING AT MINIMAL UPLIFT WALLSQTG (1/4") - TOP PLATE CONNECTION3138" DIAWASHER78" DIA HOLECENTEREDIN TOP PLATEPLAN VIEWELEVATION12" QUICK TIESTEEL SWEDGE78" HOLECENTEREDIN TOP PLATE78" DIA HOLECENTEREDIN TOP PLATE38" QUICK TIESTEEL SWEDGEQTB & QTLB (3/16") - TOP PLATE CONNECTION2PLAN VIEWELEVATION78" DIA HOLECENTEREDIN TOP PLATE1¾" DIAWASHER3" x 3" x 316" STEELWASHER(2) 2x TOP PLATE58" HEX NUT1" DIA HOLECENTEREDIN TOP PLATEPLAN VIEWELEVATION(2) 2x TOP PLATE3" x 3" x 316" STEELWASHER516" QUICK TIECABLE TOFOUNDATION58" QUICK TIESTEEL SWEDGE58" HEX NUT w/ 134" DIAWASHER1" DIA HOLECENTEREDIN TOP PLATEQTO (5/16") - TOP PLATE CONNECTION56MIN EDGE DISTANCEPLAN VIEWEPOXY OVERSPILLEXTERIOR EDGEOF CONCRETE14" QUICK TIEP.T. 2x BOTTOM PLATEEPOXY OVERSPILLCONCRETEFOUNDATIONMIN 2500 psi916" DIA HOLE INBOTTOM PLATE12" QUICK TIESTEEL SWEDGEELEVATION14" QUICK TIEP.T. 2x BOTTOM PLATEMIN EDGE DISTANCEPLAN VIEWEPOXY OVERSPILLEXTERIOR EDGEOF CONCRETE516" QUICK TIEP.T. 2x BOTTOM PLATEEPOXY OVERSPILLCONCRETEFOUNDATIONMIN 2500 psi34" DIA HOLE INBOTTOM PLATE58" QUICK TIESTEEL SWEDGEELEVATION516" QUICK TIEP.T. 2x BOTTOM PLATEEMBEDMENTEMBEDMENTQTG (1/4") - BOTTOM PLATE CONNECTIONQTO (5/16") - BOTTOM PLATE CONNECTION6"
3"
4"
2 14"3" x 3" x 316" STEELWASHER(2) 2x TOP PLATE12" HEX NUT(2) 2x TOP PLATE3" x 3" x 316" STEELWASHER14" QUICK TIECABLE TOFOUNDATION12" HEX NUT w/ 138" DIAWASHER2 14" x 2 14" x 18" STEELWASHER(2) 2x TOP PLATE38" HEX NUT(2) 2x TOP PLATE2 14" x 2 14" x 18" STEELWASHER316" QUICK TIECABLE TOFOUNDATION38" HEX NUT1INTERIOR WALLS: QTLB @ MAX 48" O.C. U.N.O ONPLAN , SEE TABLE 6: QUICK TIE CONNECTORS ONSHEET ST-1 FOR TYPICAL INSTALLATIONTYPICAL UPLIFTCABLE1-1/2"ORGREATER±1/4"CLCL20°-30°LC0°1-1/2"ORGREATER±1/4"CLCLTRUSS/STUD NOT ALIGNEDTRUSS/STUD ALLIGNEDFRONT VIEWSIDE VIEWFRONT VIEWTLOK06TLOK06TLOK06QUICK TIE CONNECTION DETAILSTLOK06 TRUSS TO DOUBLETOP PLATE CONNECTIONGABLE WALLS: EXCEPT WHERE FIXED LOCATIONS ARE SHOWN. WALLS BELOW GABLES DO NOT REQUIRE QT. BOTTOM PLATE ANCHORS @ MAX 48" O.C. OR PER TABLE 8:SPECIFIED SHEARWALLS, SHEET ST-1.TRUSS SPANS <20 FT: EXCEPT WHERE FIXED LOCATIONS ARE SHOWN, QT SPACING MAYBE EXTENDED TO 8FT O.C., PROVIDED A HA4 IS INSTALLED FROM TOP PLATE TO STUD AT APPROXIMATE MIDSPAN WITH A 12" BOTTOM PLATE ANCHOR AND 2" SQ WASHER AT MID POINT OF THE BOTTOM PLATE.EXTERIOR WALLS PARALLEL TO TRUSSES: EXCEPT WHERE FIXED LOCATIONS ARESHOWN, QT'S MAY BE OMITTED. BOTTOM PLATE ANCHORS @ MAX 48" O.C. OR PER TABLE 8: SPECIFIED SHEARWALLS, SHEET ST-1.EPOXYOVERSPILLEPOXY OVERSPILLEXTERIOR EDGEOF CONCRETECONCRETEFOUNDATIONMIN 2500 psi12" DIA HOLE INBOTTOM PLATE316" QUICK TIE38" QUICK TIESTEEL SWEDGEQTB & QTLB (3/16") - BOTTOM PLATE CONNECTION4P.T. 2x BOTTOMPLATEPLAN VIEWELEVATION316" QUICK TIEP.T. 2x BOTTOM PLATEMIN EDGEDISTANCEEMBEDMENT4"
1 3 4"TYPICAL BOTTOM PLATEANCHOR @ MAX 48" O.C.EXCEPT AT SHEAR WALLS.SEE TABLE 8:, SHEET ST-1. (8"EMBED INTO STEMWALL, 6"EMBED INTO CONCRETEEXCEPT AT HOLD-DOWNS.SEE TABLE 7:TYPICAL WALL SECTIONSTYPICAL WALL SECTION NOTES:1. ALL TOP PLATES ARE TO BE BUILT WITH (2) 2x_ NO.2 SYP FASTENED W/(2) ROWS 10d @ 8" O.C. STAGGERED(UNO). MINIMUM 48" LAP W/ MINIMUM (20)10d IN LAP. ADJUST TYPICAL NAIL SPACING AS NEEDED.2. ALL INTERIOR LOAD BEARING WALLS SHALL BE 2x_ SPF @ MAX 16" O.C., UNO3. 1ST AND 2ND FLOOR BOTTOM PLATES SHALL BE NO.2 SYP DUE TO FASTENER CAPACIITIES.4. FLOOR-TO-FLOOR UPLIFT CONNECTIONS NOT REQUIRED UNDER JACK AND GABLE TRUSSES, TYPICAL.5. SEE PLAN FOR ADDITIONAL NON-TYPICAL METAL CONNECTORS AT GIRDERS AND SHEAR WALLS6. TYPICAL STUD TO BOTTOM PLATE CONNECTOR NOT REQUIRED AT CRIPPLES BELOW WINDOW SILL BLOCK1-HOUR FIRE RATED ASSEMBLIES:· FIRE PROTECTION ASSEMBLIES ARE TO BE DETERMINED BY BUILDERAND ARE UNDER THE ENFORCEMENT OF THE BUILDING OFFICIAL.· FIRE RATED WALL COVERINGS REQUIRE A MINIMUM OF 112" NAILPENETRATION INTO FRAMING SUPPORTS @ MAX 24" O.C.· USE GALVANIZED OR STAINLESS FASTENERS IN FIRE PROTECTIVEMATERIALS PER SPECIFIED INSTALLATION DETAIL· WOOD STRUCTURAL PANEL MAY BE INSTALLED BETWEEN FIREPROTECTION AND WOOD STUDS (FBC TABLE 721.1(2), FOOTNOTE L).· 58" TYPE X SHEATHING MAY SUBSTITUTE WOOD STRUCTURAL PANELFOR "TYPICAL WALL" FRAMING APPLICATIONS. AT "SW" WALL, OSB ORPLYWOOD MUST BE INSTALLED TO INTERIOR OR EXTERIOR FACE OFSPECIFIED WALL PRIOR TO FIRE PROTECTION.STUD TO TOP PLATE CONNECTION1. THIS DETAIL IS INTENDED TO BE USED FOR STUD TO TOPPLATE CONNECTIONS AT THE END OF SHEARWALLS ASWELL AS AN ALTERNATE STUD TO TOP PLATECONNECTION WHEN QTLB IS NOT FEASIBLE OR AS ANALTERNATE TO THE SPH4/6.2. WHEN UTILIZING THIS DETAIL, ALL TRUSS TO TOP PLATECONNECTIONS MUST BE INSTALLED ON THE SAME FACEAS THE LS18.(5) 10d TOSTUD(5) 10d TOTOP PLATELS18 STRAPTLOK06 @ 32" O.C.GABLE END TRUSS(2) 2x TOP PLATE2x WOOD STUD WALLQUICK TIE TO FOUNDATIONQUICK TIE TOP PLATEINSTALLATION AT GABLE WALLNOTE: AT GABLE END WALLS, QUICK TIE REQUIRED ONLY ATFIXED LOCATIONS INDICATED ON PLAN. SEE "ALTERNATEQUICK -TIE SPACING AT MINIMAL UPLIFT WALLS" THIS SHEET.WALL SECTION AT FOUNDATION(THIS SECTION IS TYPICAL FOR ONE AND TWO STORY APPLICATIONS)NOTES1. EACH SILL PLATE SEGMENT SHALL HAVE A MINIMUM OF (2) BOTTOM PLATE ANCHORS. INSTALL ANCHORSWITHIN 12" OF EACH END OF SEGMENT (BUTT JOINTS).2. ACCEPTABLE BOTTOM PLATE ANCHORS INCLUDE QUICK TIE CONNECTOR OR 12" DIA. THREADED ROD INQUICK TIE QE-1 QUICK SET ANCHORING EPOXY, POWERS AC100 TEAL OR GOLD EPOXY ANCHORING, ORSIMPSON 12" DIA. x 6" LONG TITEN HD SCREW ANCHOR. SCREW-IN ANCHORS ALLOWED IN MONOLITHICFOOTINGS ONLY. EPOXY ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS.3. SEE TABLE 6 FOR MINIMUM QUICK TIE CONNECTOR EDGE DISTANCES. MIN 1 34" OTHERWISE.4. INTERIOR BEARING NON-UPLIFT WALLS, IDENTIFIABLE BY CROSS HATCH DEFINED ON ST-1, ANCHORS WITHIN12" OF PLATE ENDS NOT REQUIRED, ANCHORS MUST BE PROVIDED TO MEET OR EXCEED MAXIMUM ONCENTER SPACING & MINIMUM (2) ANCHORS PER PLATE SEGMENT.TYPICAL BOTTOM PLATE ANCHOR @ MAX48" O.C. EXCEPT AT SHEAR WALLS. SEETABLE 8:, SHEET ST-1. (8" EMBED INTOSTEMWALL, 6" EMBED INTO CONCRETEEXCEPT AT HOLD-DOWNS. SEE TABLE 7:INTERIOR LOAD BEARING WALLEXTERIOR LOAD BEARING WALLSTUD SPACING PERTABLE 3: MAXIMUMEXTERIOR WALL STUDSPACING. ROOF ANDFLOOR BEARING.2019 V3.0-WD-QTSHEATHING SPLICE ALLOWABLEBETWEEN PLIES OF DOUBLE TOPPLATE. SHEATHING TO EACH PLY OFDBL TOP PLT PER TABLE 2,SHEET ST-11. 2.3.4..5. 1. 2.3.HEADER TO TOP PLATE CONNECTIONPER HEADER FRAMING NOTE 3 ONST-1.QT ENGINEERINGST-5APEX TECHNOLOGY IS A FICTITIOUS NAME OWNED BY JAX APEX TECHNOLOGY INC., A FLORIDA CORPORATION FLORIDA ENGINEER BUSINESS NO. 7547
DO NOT SCALE THESE DRAWINGS - DRAWINGS SCALE IS 50% OF DESIGNATED SCALE IF PRINTED ON 11x17 MEDIA9000 REGENCY SQUARE BLVD.SUITE 100 JACKSONVILLE, FL 32211904.821.5200STRUCTURAL ENGINEERINGDATEREVISIONSREVIEWED:DESIGNED:PROJECT NO:John Merrill
Homes
13026 Viburnum Drive North,
Jacksonville, FL 32246
PUJADAS RESIDENCEATLANTIC BEACHCOUNTRY CLUBLOT 1622020.002839EAF/JML04-13-2020This item may be digitally signed and sealed with a digital signature. Printed copies of digitally signed documents are not considered signed and sealed and the signature must be verified on any electronic copies.
SINGLE TRUSS BRACING1. INDIVIDUAL WEB BRACING MAY BE USED WHEN CONTINUOUS LATERALRESTRAINT (CLR) IS SPECIFIED ON A TRUSS DESIGN BUT AN ALTERNATIVEWEB BRACING METHOD IS DESIRED.2. INDIVIDUAL WEB BRACING MAY CONSIST OF T-BRACING, L-BRACING, ORSCAB BRACING. REFER TO CHART AND DETAIL FOR MORE INFORMATION.3. INDIVIDUAL WEB BRACING MATERIAL TO BE SAME SIZE, SPECIES, ANDGRADE AS WEB TO BE BRACED.LATERAL BRACING - MULTIPLE TRUSSESAPPLIED TO EITHERSIDE OF WEBSCONTINUOUS LATERAL RESTRAINT(CLR). QUANTITY AND LOCATIONDEFINED BY TRUSS SHOP DRAWING.(1) DIAGONAL BRACE PER (10) TRUSSES APPLIED TOOPPOSITE SIDE OF WEBS. DIAGONAL BRACE APPLIED ATAPPROXIMATE 45° ANGLE TO NO LESS THAN (3) TRUSSES.IF LATERAL RESTRAINT MUST BEMADE OF MORE THAN ONE PIECE,DO SO WITH OVERLAPPING BRACESLIKE THIS (TYP EVERYWHERE)TRUSSES NEEDING BRACING6" MAX6" MAX1. ALL RESTRAINT LUMBER SHOWN SHALL BE 2x4 NO.3 SPF OR BETTER (UNO).2. SHOULD A SCENARIO ARISE THAT DOES NOT RESEMBLE THOSE INDICATED ABOVE, IMMEDIATELYCONTACT THE ENGINEER OF RECORD FOR APPROPRIATE BRACING DETAILS.3. BRACING LUMBER SHALL INTERSECT THE WEBS OF THE BRACED TRUSS AT LOCATIONS INDICATED ASNEEDING BRACING ON THE INDIVIDUAL TRUSS DETAILS PRODUCED BY THE TRUSS ENGINEER.4. ALL FASTENERS SHOWN ARE .131" x 3" LONG (UNO).5. DESIGNED PER BCSI-B3, 2007.6" MAX6" MAX6" MAX6" MAXL-BRACE FASTENED TOWEB W/ 10d AT 6" O.C.SCAB BRACE FASTENED TOWEB W/ 10d AT 6" O.C.*IF (2) BRACES AREREQUIRED, APPLY (1) BRACETO EACH FACE OF WEB.1 ROW2 ROWS2x42x4T OR LWEB MEMBERSIZESCABSPECIFIEDCLR2x42x6(1)2x4(2)2x4*1 ROW2 ROWS2x62x62x42x6(1)2x6(2)2x4*1 ROW2 ROWS2x82x82x62x6(1)2x8(2)2x6*ALTERNATE BRACINGCONTINUOUS LATERAL RESTRAINT WEBBRACE SUBSTITUTET-BRACE FASTENED TOWEB W/ 10d AT 6" O.C.2019 V3.02x_ SPF CORNER STUDS36" LONG SPF SCAB W/ (20) 10d TOCORNER STUD ONLY WHEN HOLDDOWNS ARE SPECIFIED ON PLAN.CALIFORNIA CORNER DETAILGARAGE DOOR JAMB DETAIL WITHOUT BUCKWEATHER STRIPPING/STOPGARAGE DOORNOTE:IN LIEU OF SPECIFIED DECK SCREWS FORGOAL POST ATTACHMENT, THE GARAGEDOOR SUPPLIER MAY SPECIFY AFASTENING PATTERN OF THE GARAGEDOOR TRACK DIRECTLY TO THE KING ANDJACK STUDS, THROUGH THE GOAL POST.FINISH AND TRIM WORK BYBUILDERKING AND JACK STUDSPER ENGINEERINGGARAGE DOOR TRACKATTACHED PER MANUF.WRITTEN SPECIFICATIONS2x6 SYP GOAL POSTATTACHED TO STUDS W/(2) ROWS OF 3-½" GALVDECK SCREWS @ 12" O.C.QT ENGINEERINGST-6APEX TECHNOLOGY IS A FICTITIOUS NAME OWNED BY JAX APEX TECHNOLOGY INC., A FLORIDA CORPORATION FLORIDA ENGINEER BUSINESS NO. 7547
DO NOT SCALE THESE DRAWINGS - DRAWINGS SCALE IS 50% OF DESIGNATED SCALE IF PRINTED ON 11x17 MEDIA9000 REGENCY SQUARE BLVD.SUITE 100 JACKSONVILLE, FL 32211904.821.5200STRUCTURAL ENGINEERINGDATEREVISIONSREVIEWED:DESIGNED:PROJECT NO:John Merrill
Homes
13026 Viburnum Drive North,
Jacksonville, FL 32246
PUJADAS RESIDENCEATLANTIC BEACHCOUNTRY CLUBLOT 1622020.002839EAF/JML04-13-2020PLANK ORIENTEDHEADER, SEEPLAN FOR SIZEHEADER PER PLANPLANK HDR TOJACK STUDS W/ (2)A35, TYP EACHSIDE OF HEADERWIND LOAD HEADER FRAMING ELEVATIONTOP OF WALLDOOR HEADHEIGHTA35 TO CRIPPLE STUD IS ACCEPTABLEPROVIDED CRIPPLE IS FASTENED TOJACK STUD W/ MIN (6) 10d NAILSWITHIN THE BOTTOM 8" OF CRIPPLENOTE: 2x_ CRIPPLE ADJACENT TO JACK/KING GROUP NOTREQUIRED BY MAY BE INCLUDED AT FRAMER PREFERENCEELEVATION VIEWPLAN VIEW2x6
12" MIN
58" x 12" EMBED. DRILLAND EPOXY ALLTHREAD ANCHOREACH JACK STUD TOHEADER WITH MSTA24SIMPSON ABU66 POSTBASE12" MIN 2x6 JACK/KING STUDSNAILED TOGETHER w/ (2)ROWS 10d COMMON @ 8"O.C. STAGGERED.58" x 12" EMBED. DRILLAND EPOXY ALLTHREAD ANCHOR2x6TOTAL NUMBER OF JACKAND KING STUDS SHALL BEAS SPECIFIED ON PLAN.SHEATH FRONT FACEONLY WITH 8dCOMMON AT 3" ONEDGE, 12" IN FIELDGARAGE RETURNG4HOLD DOWN OPTIONIN LIEU OF ABU66:·NOTCH STUDS 18" MAXFROM BOTTOM PLATE(MAX (1) KING STUDSPECIFIED ON PLAN MAYBE NOTCHED)·INSTALL DTT2Z W/ 12"LONG x 12" DIA DRILL ANDEPOXY ANCHOROPTIONAL QTB IN LIEU OF ABU ORDTT2Z, CONTRACTOR TO VERIFY MIN(2) VERTICAL #4 OR #5 REINFORCINGBARS EXTEND FROM FOOTING UPINTO CONCRETE CURB W/ OPTIONALQUICK TIEQTB OR DTT2ZTRUSSES PARALLEL TO WALL:2x4 SPF (MIN) NAILER FASTENEDTO DBL TOP PLT W/ 10d @ 3" O.C.TRUSS PERPENDICULAR TO WALL:2x4 SPF (MIN) BLOCKINGBETWEEN EACH TRUSS. FASTENTO DBL TOP PLT W10d @ 4" O.C.SEE TYP WALL2x4 SPF (MIN) BLOCKINGBETWEEN EACH TRUSS.FASTENTO BEAM w/ 10d@ 4" O.C.TYPICAL PORCH SHEATHING DETAIL38" OR THICKER CDXOR OSB FASTENED TOTRUSSES, RAFTERSOR BLOCKING W/8dCOMMONS @ 3" EDGE,12" FIELD.PORCH BEAMPORCH BEAM TO POST:(1) MSTA24POST TO SLAB:ABU POST BASE ANCHOROR DTT2Z(UNLESS NOTED OTHERWISE)THIS DETAIL IS REQUIRED AT ALL COVERED PORCHESUNLESS NOTED OTHERWISE.UPLIFT CONNECTIONPER TYP WALLELEVATION VIEWPLAN VIEWEACH JACK STUD TOHEADER WITH MSTA24.CORNER STUDS.SHEATH FRONT FACEONLY WITH 8d COMMON AT3" ON EDGE, 12" IN FIELD.QTB OR DTT2ZSIMPSON ABU66 POSTBASE.2x6
12" MIN 58" x 12" EMBED. DRILL ANDEPOXY ALL THREAD ANCHOR.12" HOLD BACK OF FRAMINGONLY IF SPECIFIED ONARCHITECTURAL DRAWINGS.JACK AND KING STUDS.SEE PLAN FOR QUANTITIES.GARAGE RETURNG2HOLD DOWN OPTION IN LIEU OF ABU66:·NOTCH STUDS 18" MAX FROM BOTTOMPLATE (MAX (1) KING STUD SPECIFIED ONPLAN MAY BE NOTCHED)·INSTALL ONE OF THE FOLLOWING HOLDDOWNS:··DTT2Z W/ 12" LONG x 12" Ø DRILL ANDEPOXY ANCHOR··QTBOPTIONAL QTB IN LIEU OF ABU ORDTT2Z, CONTRACTOR TO VERIFY MIN(2) VERTICAL #4 OR #5 REINFORCINGBARS EXTEND FROM FOOTING UPINTO CONCRETE CURB W/ OPTIONALQUICK TIE2x SPF KNEEWALLSTUDS @16" O.C.EDGE BLOCKING IFAPPLICABLE, SEETABLE 2 ON SHEET ST-1TYPICAL TOP PLATETOP PLATEKNEEWALL OVER BEARING WALLKW2SHEATHING TO PANEL EDGEBLOCKING W/ 10d AT 3" O.C.QT TO EXTEND TO TOP OF KNEEWALL DBL TOP PLTSINGLE STUD TYPICAL (3)CORNERS. STUD MAY BEORIENTED IN EITHER DIRECTION.38" x 4" EMBED ANCHOR BOLTW/ 2" SQUARE WASHERREQUIRED IN THIS PLATE ONLY.DBL STUD GROUP TO SLAB W/LTT20B OR DTT2Z.DBL STUD SUPPORTING BEAMS. EACH BEAM TOSTUD GROUP W/ HTS20 OR MSTA24.NOTE: FOR PROTECTION AGAINST DECAY AND TERMITES, THE BOX COLUMNFRAMING SHOWN IS TO BE FRAMED ACCORDING TO ONE OF THE FOLLOWINGTWO OPTIONS:OPT #1 - BOX COLUMN SHOWN IS TO BE INSTALLED WITH A MIN 6" HORIZONTALSEPARATION FROM THE EDGE OF THE CONCRETE FOUNDATION OR 8"VERTICAL SEPARATION FROM GRADE.OPT #2 - BOX COLUMN SHOWN IS TO BE INSTALLED WITHOUT THE SPECIFIEDSEPARATION ACCORDING TO OPT #1, AND MUST BE FRAMED ANDSHEATHED WITH PRESERVATIVE-TREATED MATERIAL.BEAM (OR GABLE TRUSS)ABOVE PER PLAN.BEAM ABOVEPER PLAN.PT NO 2 SYP BOTTOM PLATETYP ALL (4) SIDES.716" OSB FASTENED TO STUDS W/ 8dCOMMONS @ 3" O.C. ALONG PANEL EDGES.TYPICAL BOX COLUMN DETAIL* ACTUAL BEAM ORIENTATIONS MAY VARY *(DETAIL MAY BE USED ON COLUMNS 8" OR GREATER)2 JACKS, 1 KING3 JACK STUDSWALL SEGMENT PLAN VIEW(TYPICAL FOR EACH WALL SEGMENT, NOT TO SCALE)FASTEN STUD TO CORNER STUD GROUP W/ (2)ROWS 10d @ 6" O.C. STAGGERED. OMIT NAILS ATBOTTOM 24" OF STUD FOR HTT5 INSTALLATIONHTT5 MAY BE INSTALLED ON EITHER SIDE OFEND STUD CORNER GROUP, AS SHOWNPORTAL OUTSIDE WALL BENDPORTAL INSIDE WALL BENDHTT5PORTAL FRAME DETAILPTOP PLT TO HDR W/ (2) ROWS 10dCOMMON @ 3" O.C. STAGGEREDHDR TO JACKS WITH MSTA24,(2) TOTALHTT5 W/ 12" EMBEDMENT·FASTEN SHEATHING TOFRAMING MEMBERS W/ 8dCOMMON @ 3" O.C., AS SHOWN·STUD FRAMING PER, "FRAMINGNOTES", SHEET ST-1NO PANEL SPLICES NO PANEL SPLICES NO PANELSPLICESELEVATION VIEW(TYPICAL FOR EACH END OF OPENING)2x_ BLOCKING AT PANEL SPLICEFOR EDGE NAILING, EDGE NAILSHEATHING AT BLOCKINGFASTEN SHEATHING W/ 8d COMMON@ 3" O.C. EACH WAY, AS SHOWNPANEL SPLICE PERMITTED 12" ABOVE& BELOW SHEAR PANEL MID-HEIGHT38" DIA. ALL-THREAD W/ 2" ROUNDWASHER AND 7" EMBEDMENTHEADER TO BE CONTINUOUS TOKING STUD W/ NO FLITCH PLATE2 JACKS, 3 KINGSHTT52x NO 2 SYP NAILER FASTENED TODOUBLE TOP PLATE W/ 10d @ 3"O.C. AND TO (1) ADJACENT TRUSSBOTTOM CHORD W/ 10d @ 3" O.C.SHEATHING TO STUDS PER,TABLE 2: WOOD STRUCTURALPANEL SHEATHINGREQUIREMENTS, SHEET ST-1OPTION 1OPTION 2OPTION 32x4 NO.2 SYP CATS @ 12" O.C.FASTENED TO DOUBLE TOPPLATE W/ (4) 10d AND TO EACHADJACENT TRUSS BOTTOMCHORD W/ (3) 10d TOE-NAILS.2x4 NO.2 SYP NAILER TOTRUSS BOTTOM CHORDW/ 10d @ 3" O.C.1. FOR TRUSSES THAT SIT DIRECTLY ABOVE THE WALL, FASTEN TRUSSBOTTOM CHORD TO DOUBLE TOP PLATE WITH 10d TOE-NAILS AT 4" O.C.2. THIS INTERIOR SHEARWALL DETAIL IS INTENDED FOR USE IN AREAS WHERETHE SHEARWALL RUNS PARALLEL TO THE TRUSSES. THIS IS A PREFERREDALTERNATIVE TO FRAMING ABOVE THE PLATE LINE TO THE ROOF DECK.16" MAX7 14" MAXTRUSS BOTTOM CHORDTRUSS BOTTOM CHORDTRUSS BOTTOM CHORDINTERIOR SHEARWALL DETAIL716" OSB SHEATHING FASTENEDTO NAILER W/ 10d @ 3" O.C.AND TO DOUBLE TOP PLATE W/10d @ 3" O.C.SHEATHING TO STUDS PER,TABLE 2: WOOD STRUCTURALPANEL SHEATHINGREQUIREMENTS, SHEET ST-1SHEATHING TO STUDS PER,TABLE 2: WOOD STRUCTURALPANEL SHEATHINGREQUIREMENTS, SHEET ST-1This item may be digitally signed and sealed with a digital signature. Printed copies of digitally signed documents are not considered signed and sealed and the signature must be verified on any electronic copies.