1025 EAST COAST DR RES24-0032 Engineering DwgsDATEREVISIONSREVIEWED:DESIGNED:PROJECT NO:LOT:1025 E COAST DRATLANTIC BCH, FLOS 025-01CELLAR RES.2023.011551ETCCCS01-15-2024CUSTOM ELEV-KW
ALEXANDERST-1FRAMING NOTES1. SIMPSON ACRYLIC-TIE ADHESIVE OR EQUAL SHALL BE USED IN ALL DRILLED AND EPOXIED ANCHOR APPLICATIONS . ANCHOR BOLT, THREADED ROD, OR DOWELED REINFORCING STEEL MAY BE EMBEDDED TO THE SPECIFIED DEPTH, INA HOLE AS SPECIFIED BY MANF (TYPICALLY 1/16" TO 1/8" GREATER THAN SPECIFIED ANCHOR DIAMETER). ADHESIVE/EPOXY MUST FILL THE HOLE IN THE CONCRETE AND WOOD BOTTOM PLATE. MANUFACTURER'S SPECIFICATIONS MUST BE FOLLOWED FOR PROPER INSTALLATION.2. 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 INTABLE 2304.10.14. BEAMS IDENTIFIED BY NUMBER ON PLAN ARE TO BE PROVIDED BY TRUSS MANUFACTURER OR LUMBER SUPPLIER.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 NOTESNOTES: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.END STUDS CONNECTION (NOTES 5, 6, 7)DTT2ZSW1SW TYPE1ST LEVELHOLD DOWNSW2SW3SW4HTT4HTT5HDQ8SW#END STUD GROUPS2SW1, SW2, SW3SW TYPENUMBER OF STUDS1. KING/JACK STUDS MAY BE INCLUDED FOR STUD GROUPREQUIREMENT.SW43BOTTOM PLATE ANCHOR SPACING (NOTE 7)SW1SW TYPEMAX ANCHOR SPACINGTABLE 8: SPECIFIED SW WALLSNOTES 1, 2, 3, 42ND LEVELSTRAPPINGMSTA36/CS18(2) MSTA36/CS18(3) MSTA36/CS18(4) MSTA36/CS18LEGENDINTERIOR 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 / 2PRE-ENGINEERED TRUSSES & I-JOISTSEND STUD ADJACENT TO HOLD DOWN MAY BE SUBSTITUTED W/MIN 36" BLOCK W/ (20) 10d TO END STUDTABLE 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, REFER TO TABLE 1 FOR END ZONE REQUIREMENTS.4. ALL NON-BEARING WALLS MAY BE FRAMED W/ 2x_ STUDS AT MAX 24" O.C.SW2, SW3, SW4NOTES: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 SHEAR WALL SHEATHING TO BE FASTENED TO FRAMING PER TABLE 2: WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS.3. SW SHEAR WALLS 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" SHEAR WALLS - END STUDS OF SW WALL TO BE ANCHORED PER ONE OF THE FOLLOWING:HOLD DOWN WITH FULL-HEIGHT ½" DIA. ROD TO SLAB. END STUDS TO BE CONTINUOUSLY 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.· DOUBLE STUD AT SHEARWALL ENDS TO BEAM/HEADER BELOW PER THIS TABLE.6. DESIGNATED "SW" SHEARWALLS WITH A COMMON CORNER REQUIRE (1) HOLDDOWN, WHICH IS TO BE LARGEST OF THE TWO HOLDOWNS SPECIFIED, UNO.7. SEE WALL SECTION SHEET FOR RECOMMENDED BOTTOM PLATE ANCHOR OPTIONS. SEE TABLE 7 FOR HOLD-DOWN ANCHOR REQUIREMENTS.FLEXIBLE FINISH-L/120WALL HEIGHTSTUCCO FINISH-L/360WALL HEIGHT8 FT 9 FT 10 FT11 FT 12 FT8 FT 9 FT 10 FT11 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 HEADER48" O.C.24" O.C.INTERIOR 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 FRAMINGNUMBER OF STUDS BELOW BEAM/GIRDER TRUSS. STUDSTO MATCH WALL FRAMING SIZE AND GRADE, UNO.ADDITIONAL CLARITY FOR THE LOCATION OF THE STUD COLUMN2 STUDSTRUSS
GIRDER2
NUMBER OF SDWC15600 CONNECTING TOP PLATE TO STUDS.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
GIRDER22
NUMBER OF SDWC15450 CONNECTING STUDS TO BOTTOM PLATEENGINEERED 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 SPFMSTA36HTT5HTT4MSTA24CS16LTT20BLGT3H8HU48,HUC48,HU28-2,HUC28-2HTS20MTS12HDQ8-SDS3STHD14ABU44ABU66DTT2ZH2.5T/HA8TABLE 7: METAL CONNECTOR SCHEDULEHGA10KTTSPHU410,HUC410,HU210-2,HUC210-2DSPNOTES:EPOXY ANCHOR EMBED FOR HOLD-DOWN CONNECTORS ANCHORED IN CMU TO BE 12-INCHES. OPTIONAL SIMPSON½"x12" TITEN HD OR MITEK WEDGEBOLT+ IS AN ACCEPTABLE ALTERNATIVE ANCHOR INTO TOP OF MASONRY STEMWALL IN ALL CASES EXCEPT GARAGE RETURN HOLDDOWNS.1. REFER TO FRAMING NOTES THIS SHEET FOR ACRYLIC-TIE INSTALLATION SPECIFICATIONS.2. PRODUCTS SELECTED USING SIMPSON 2021-2023 CATALOG AND MITEK PRODUCT CATALOG 57TH EDITION. PRODUCTS MAY BE SUBSTITUTED WITHEQUAL OR BETTER APPROVED ALTERNATES. REFER TO RESPECTIVE CATALOG FOR ADDITIONAL INSTALLATION INSTRUCTIONS.3. IF CONNECTOR IS NOT LISTED ABOVE, CONTACT EOR FOR SPECIFIC FASTENING REQUIREMENTS.POSITIVE PLACEMENT GUN NAILS, 2½" LONG, WITH EQUIVALENT DIAMETER TO COMMON NAILS SPECIFIED ABOVE MAY BE USED FOR ABU POSTBASE ANCHORS, CS16, AND MSTA FLAT STRAPS.MITEKSIMPSON FASTENERSMITEK FASTENERSSIMPSONDTB-TZPHD8STAD14LTS19PAU44PAU66HD48,HD48IF,HD28-2,HD28-2IFHD410,HD410IF,HD210-2,HD210-2IFHGA10(8) ¼" x 1 ½" SDS SCREWSIN STUD ½" Ø x 4 ½"EMBED EPOXY ORSCREW ANCHOR(8) ¼" x 1½" WS15-GCWOOD SCREWS IN STUD½" Ø x 4½" EMBED EPOXYOR SCREW ANCHOR(18) 0.162" x 2 ½" INSTUD/BEAM/TRUSS 58"Ø x 6" EMBED ANCHORIN CONCRETE(18) 0.162" x 2 ½" INSTUD/BEAM/TRUSS 58"Ø x 6" EMBED ANCHORIN CONCRETE(26) 0.162" x 2 12" INSTUD/BEAM/TRUSS58" Ø x 6" EMBED ANCHORIN CONCRETE(26) 0.162" x 2 ½" INSTUD/BEAM/TRUSS 58" Ø x6" EMBED ANCHOR INCONCRETE(20) ¼" x 3" SDS SCREWSIN STUD GROUP78" Ø x 12" EMBED ANCHORIN CONCRETE(24) 3" WS IN STUDGROUP78" Ø x 12" EMBED ANCHORIN CONCRETE(38) 16d SINKERS INTOSTUDSWET EMBED INCONCRETE(38) 16d SINKERS INTOSTUDSWET EMBED INCONCRETE(10) 10d x 1 ½" NAILS INSTUD ½" Ø x6" EMBEDEPOXY OR SCREWANCHOR(10) 16d COMMON NAILSIN STUD ½" Ø x6" EMBEDEPOXY OR SCREWANCHOR(12) 16d COMMON NAILS58" Ø x 7" EMBED EPOXY(12) 16d COMMON NAILS58" Ø x 7" EMBED EPOXY(12) 16d COMMON NAILS58" Ø x 7" EMBED EPOXY(12" EMBED AT GARAGEDOOR RETURNS)(12) 16d COMMON NAILS58" Ø x 7" EMBED EPOXY(12" EMBED AT GARAGEDOOR RETURNS)(14) 16d COMMON INHEADER(6) 10d COMMON IN BEAM(14) 16d COMMON INHEADER(6) 10d COMMON IN BEAM(18) 16d COMMON INHEADER(10) 10d COMMON INBEAM(18) 16d COMMON INHEADER(10) 10d COMMON INBEAM(4) ¼" x 1 ½" SDS SCREWSIN TRUSS/RAFTER(4) ¼" x 3" SDS SCREWS INTOP PLATE(4) ¼" x 1½" WS15SCREWS IN TRUSS/RAFTER (4) ¼" x 3" WS3SCREWS IN TOP PLATEMITEKSIMPSONFASTENERSMITEK FASTENERSSIMPSONMSTA36MSTA24HTW20MTW12RT7/RT7ATLFTA6RSPT6-2(9) 10d COMMONEACH END OFSTRAP(9) 10d COMMONEACH END OFSTRAPRS150RT8A(7) 10d x 1 ½"EACH END(7) 10d x 1 ½"EACH END(9) 10d COMMONEACH END(9) 10d COMMONEACH END(13) 10d COMMONEACH END(13) 10d COMMONEACH END(11) 10d x 1½" INTRUSS/RAFTER(11) 10d x 1½" INSTUD(5) 10d x1 ½" INTRUSS(5) 10d x 1 ½" INTOP PLATE(9) 10d x1 ½" INSTUD(6) 10d x 1 ½" INPLATE(8) 8d x1 12" INSTUD(8) 8d x 1 ½"IN PLATE(6) 10d COMMONIN TOP PLATE(8) 10d COMMONIN STUD/HEADER(6) 10d x 1 ½"IN TOP PLATE(8) 10d x 1 ½"STUD/HEADER(26) 16d SINKER INWALL FRAMING(12) SDS ¼" x 2 ½"IN TRUSS1,2,31,2,31,2,3HTT45HTT451,2,31,2,31,2,322MITEK & SIMPSON CONNECTORS IN CORRESPONDING ROWS BELOW ARE EQUALALTERNATIVES AND MAY BE CONSIDERED INTERCHANGEABLE11NO MITEK EQUIVALENTSDWC14500, SDWC15600LUGT3(28) 16d SINKER INWALL FRAMING(12) WS25 ¼" x 2½" IN TRUSSTITEN HDWEDGEBOLT+DIA. & EMBED SPECIFIEDON PLANDIA. & EMBED SPECIFIEDON PLANNON-BEARING HEADER FRAMING KEYNOTENUMBER OF KING STUDS EACH SIDE OF OPENINGNO HDR - #HEADER MAY BE FRAMED AS NON BEARING HEADER DUE TO LIGHTLYLOADED CONDITIONS ABOVE(5) 8d x1 ½" INTRUSS(5) 8d x 1 ½" IN TOPPLATE(11) 10d x 1½" INTRUSS/RAFTER(11) 10d x 1½" INSTUD(5) 8d x1 ½" INTRUSS(5) 8d x 1 ½" IN TOPPLATE(5) 10d x1 ½" INTRUSS(5) 10d x 1 ½" INTOP PLATEALL HEADER JACK AND KING STUDS SHALL BE FASTENED TO EACH OTHER WITH (2) ROWS 10d @ 8" O.C.STAGGERED.1. 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"WD-MTL-- --------2424 24 242424 24 2424 24 24 24 2424 24 24 24 2424 24 24 2424 24 24 24 24--24 24 24 24 2424 24 24 24-- ------------ ---------------------------------------- ------------ ------------ --------------------------------------24*24*2424(2) 2x4 OR (1) 2x6(2) 2x4 OR (1) 2x6(1) 2x4 OR (1) 2x6(1) 2x4 OR (1) 2x62022 V1.01. 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.DOSAGE AMOUNTS SHALL RANGE FROM 0.75 TO 1.5 POUNDS PER CUBIC YARD IN ACCORDANCE WITH THE MANUFACTURER'SRECOMMENDATIONS. SYNTHETIC FIBERS SHALL COMPLY WITH ASTM C1116. THE MANUFACTURER OR SUPPLIER SHALL PROVIDECERTIFICATION OF COMPLIANCE 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 ORCONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS.8. CONCRETE FLOOR SLABS ON GRADE SHALL BE INSTALLED OVER A MINIMUM MIL POLYETHYLENE VAPOR RETARDER WITH JOINTS LAPPED 6" AND SEALED OVER CLEAN, COMPACTED EARTH OR FILL WITH CODE APPROVED PROVISIONS FORPREVENTION OF SUBTERRANEAN TERMITES.9. STEMWALLS OVER 4 COURSES TALL REQUIRE SPECIAL ATTENTION TO BRACING DURING CONSTRUCTION. CONTACT ENGINEEROF RECORD 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 EOR FOR ALTERNATIVE METHODS. CONTROL JOINTS ARE NOT REQUIRED WHEN WWF OR FIBERMESH ARE INCLUDED11. DO NOT SCALE FOOTING DIMENSIONS AND LOCATIONS FROM THE FOUNDATION PLAN. DO NOT DETERMINE FOOTING LOCATIONFROM ARCHITECTURAL PLANS OR FRAMING PLAN. IF FOOTING SIZE OR LOCATION IS NOT DETERMINATE FROM USE OF FOUNDATION PLAN ALONE, CONTACT THE ENGINEER OF RECORD.WITH CONCRETE WORK.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.NOTES 1, 2, 3, 4TABLE 4: NAIL SIZE LEGENDLENGTHDIAMETER0.131"0.148"0.148"0.148"0.148"0.162"2-½"1-½"3"3-¼"3-¼"3-½"8d COMMON10d COMMON12d COMMON16d SINKER16d COMMON10d x 1-½"0.113"2-38"RSRS-010.131"3"10d0.131"RSRS-032-½"2. ROOF OR FLOOR TRUSSES FABRICATED TO ACHIEVE THE ROOF PLANES DEPICTED ON THE ARCHITECTURAL PLANS SHALL BEDESIGNED UNDER THE SUPERVISION OF A REGISTERED PROFESSIONAL ENGINEER. ENGINEERING SHOP DRAWINGSSHALL BE PREPARED IN ACCORDANCE WITH ANSI/TPI AND SUBMITTED TO THE ENGINEER OF RECORD FOR APPROVAL PRIOR TOFABRICATION. DESIGN CRITERIA IS LOCATED ON SHEET ST-1 OF THE PLAN SET. TEMPORARY BRACING SHALL BE THERESPONSIBILITY OF THE CONTRACTOR AND SHALL BE LEFT IN PLACE AFTER CONSTRUCTION IS COMPLETE.3. TRUSSES OR I-JOISTS SHALL BE DESIGNED TO MATCH THE ORIENTATION, SPAN DIRECTION, SPACING, BEARING LOCATION AND NAMING CONVENTION OF THE LAYOUT SHOWN HERE.4. THE TRUSS ENGINEER SHALL PROVIDE ALL TRUSS TO TRUSS CONNECTION DESIGN AND SPECIFICATIONS AND SUBMIT THEMUNDER SIGN AND SEAL WITH THE TRUSS SHOP DRAWINGS.5. TRUSS UPLIFTS HAVE BEEN CALCULATED BY THE ENGINEER OF RECORD AND TAKEN INTO CONSIDERATION DURING THE DESIGNOF THE UPLIFT RESTRAINT SYSTEM FOR THIS STRUCTURE. AS SUCH, THE REPORTED UPLIFTS ON THE TRUSS SHOP DRAWINGS6. I-JOISTS FABRICATED TO ACHIEVE THE FLOOR PLANS DEPICTED ON THE ARCHITECTURAL PLANS SHALL BE DESIGNED ANDSUBMITTED TO THE ENGINEER OF RECORD FOR APPROVAL PRIOR TO FABRICATION AND INSTALLATION. SEE DESIGN CRITERIA,MAY BE DISREGARDED.THIS SHEET.TABLE 2: WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTSNOTES 3,41. ROOF TRUSS TOP CHORDS SHALL HAVE A MINIMUM SPECIFIC GRAVITY OF 0.49 (SYP SPECIES OR BETTER) MIN 1532" 32/16 SPAN RATED PLYWOOD INSTALLED WITH LONG DIMENSIONPERPENDICULAR TO SUPPORTS W/ RSRS-03 NAILS: 4" O.C. AT PANEL EDGES AND6" O.C. IN THE FIELD (UNBLOCKED PANEL EDGES, UNO).2332" T&G OSB OR PLYWOOD W/ 10d COMMON: 6" O.C AT PANEL EDGES, 12" O.C. IN THEFIELD (UNBLOCKED PANEL EDGES, UNO).MIN 38" OSB OR PLYWOOD OR CDX INSTALLED PERPENDICULAR TO SUPPORTSW/ 8d COMMON: 3" O.C. AT PANEL EDGES, 12" O.C. IN THE FIELDMIN 716" 24/16 SPAN RATED OSB OR PLYWOOD INSTALLED WITH LONG DIMENSIONPERPENDICULAR TO SUPPORTS W/ RSRS-01 NAILS: 6" O.C. AT PANEL EDGES,6" O.C. IN THE FIELD (UNBLOCKED PANEL EDGES, UNO).FLOOR DECK SHEATHING:(NOTE 5)PORCH CEILING BOARD SHEATHING:"SW" DESIGNATED SHEAR WALLS:TILE AND METAL ROOF(NOTE 7)SHINGLE ROOFMIN 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)MIN 716" OSB OR PLYWOOD INSTALLED HORIZONTALLY W/ 8d COMMON: 3" O.C. ATPANEL EDGES, 12" O.C. IN THE FIELD. 2x4 BLOCKING IS REQUIRED AT UNSUPPORTEDPANEL EDGES (UNBLOCKED PANEL EDGES, UNO).ROOF DECKSHEATHING(NOTE 1 & 9)NOTES:1. FOR SHEATHING THICKNESS GREATER THAN 1532" CATEGORY, USE RSRS-03 NAILS.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 REDUCE SQUEAKING, RSRS-01 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.9. ROOF DECK SHEATHING HAS BEEN ENGINEERED TO RESIST ASCE 7 WIND LOADS IN ACCORDANCE WITH FRC R301.2.1.11.2. 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. UNO ON PLAN, MIN (1) SDWC15600 TOP PLT TO KING STUD AND (1) SDWC15450 KING STUD TO BOTTOM PLATECONNECTION REQUIRED EACH SIDE OF OPENING (NO CONNECTION REQUIRED FOR OPENINGS AT FIRSTFLOOR HEADER WHEN A 2ND LEVEL FLOOR SYSTEM IS ABOVE.7. 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:· SDWC15600 @ MAX 32" O.C. AS SHOWN, "ALTERNATE SECTION (HEADERS),ST-5· SPH w/ (12) 10d x 1-½" @ 16" O.C. OR· DSP w/ (14) 10d x 1-½" @ 16" O.C. OR· FASTEN TRUSS DIRECTLY TO HEADER w/ MTS OR HTS w/ (14) 10d x 1-½" (OR EQUAL APPROVED BY EOR).8. CRIPPLE BLOCKS BELOW LOAD-BEARING HEADERS MAY BE FRAMED AT 24" O.C.9. IN ANY LOCATION WHERE 2x_ BEAM OR HEADER IS PROVIDED, IT IS ACCEPTABLE TO USE AN ENGINEEREDLVL BEAM OR HEADER OF EQUIVALENT SIZE.SOFFIT MAX PRESSURE (psf)EZ - End Zone (psf)IZ - Interior Zone (psf)WINDOWS AND DOORS (NOTE 1)GARAGE DOOR WIDTH (NOTE 2)PRESSURE (PSF)ZONE DESIGNATIONEFFECTIVEWIND AREA0 - 20 ft221 - 50 ft251 - 100 ft2101 - 200 ft2+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+24.618 FT10 FT16 FT18 FT+21.9/-27.3+21.6/-26+20.8/-24+20.6/-23.6TABLE 1: COMPONENT ANDCLADDING DESIGN PRESSURESNOTES:1. END ZONE DESIGNATIONS MAY BE TAKEN AS THE 1ST 4.0' ATALL EXTERIOR CORNERS PER SECTION R301.2. END ZONES2. GARAGE DOOR HEIGHT MAY BE 6'-8" OR HIGHERNOT APPLICABLE AT RE-ENTRANT CORNERS.ASCE 7 , 3S GUST........................................ BASIC WIND SPEEDEXPOSURE CATEGORY..................................BUILDING CATEGORY.....................................ENCLOSURE CLASSIFICATION......................INTERNAL PRESSURE COEFF........................C&C DESIGN PRESSURES..............................Code for Design LoadsANSI/ASCE Building CodeDEFLECTION CRITERIAROOF TRUSSES..............................................ROOF LOADING...............................................TOP CHORD LIVE LOAD..................................TOP CHORD DEAD LOAD................................BOTTOM CHORD LIVE LOADATTICS WITH LIMITED STORAGE...............ATTICS WITHOUT STORAGE.......................BOTTOM CHORD DEAD LOAD........................FLOOR JOIST OR TRUSS...............................Cd = 1.2520 PSF7 PSF (TILE = 15 PSF)20 PSF10 PSF(NON-CONCURRENT)5 PSFLL / 240TL / 180TL MAX 1" UP TO 40' SPANLL / 480TL / 360LL / 360TL / 240BEAMS1.............................................................Cd = 1.60130 MPHCIIENCLOSED0.18(SEE TABLE 1)FLOOR LOADING..............................................TOP CHORD LIVE LOAD..................................TOP CHORD DEAD LOAD................................Cd = 1.0040 PSF10 PSFOWTBOTTOM CHORD LIVE LOAD..........................BOTTOM CHORD DEAD LOAD........................0 PSF5 PSFSPECIAL FLOOR LOADING.............................GAME ROOM² LIVE LOAD.............................. 60 PSFBALCONY/DECK LIVE LOAD........................... 40 PSFCd = 1.00WIND LOADING³...............................................NOTES:1. PORCH BEAMS AND BEAMS SUPPORTING EXTERIOR WALLABOVE SHALL NOT EXCEED 34" DEFLECTION2. MAX 16" O.C. FLOOR TRUSS SPACING BELOW GAME ROOM3. ROOF TRUSS WIND DESIGN METHOD SHALL BE MWFRS(DIRECTIONAL -OR- ALL HEIGHT) C-C HYBRIDFlorida Building and Residential Codes, 8th Edition (2023)7-22METAL CONNECTOR ENGINEERINGAPEX 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 MEDIA
4901 Belfort Rd Suite 140
JacNsonYille Fl 32256
Phone: (904) 262-9898
Fax: (904) 262-9861 9000 REGENCY SQUARE BLVD.SUITE 100 JACKSONVILLE, FL 32211904.821.5200STRUCTURAL ENGINEERING8d COMMON NAILS ALTERNATIVE8d RING SHANK NAILS ARE AN ACCEPTABLE ALTERNATIVE TO8d COMMON NAILS FOR WALL SHEATHING, PROVIDED THATALL HORIZONTAL PANEL EDGES ARE BLOCKED.This item has been electronically signed and sealed by Russell T Dukes, PE on the date and/or time stamp shown using a digital signature. Printed copies of this document are not considered signed and sealed and the signature must be verified by a 3rd Party Certificate Authority on any electronic copy
DC112" 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-1·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 INTERCHANGEABLESTEMWALL & MONOLITHIC SECTIONS (DETAILS 1/2 & 5/7).·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 V1.0DATEREVISIONSREVIEWED:DESIGNED:PROJECT NO:LOT:1025 E COAST DRATLANTIC BCH, FLOS 025-01CELLAR RES.2023.011551ETCCCS01-15-2024CUSTOM ELEV-KW
ALEXANDERST-2METAL CONNECTOR ENGINEERINGAPEX 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 MEDIA
4901 Belfort Rd Suite 140
JacNsonYille Fl 32256
Phone: (904) 262-9898
Fax: (904) 262-9861 9000 REGENCY SQUARE BLVD.SUITE 100 JACKSONVILLE, FL 32211904.821.5200STRUCTURAL ENGINEERINGFOUNDATION PLAN1/4" = 1' 0"HBNOTE:
GARAGE DOOR
R.O. DIMENSION
SHALL BE 8'-0"NOTE: SAWCUT C.J.'S(TYP)HBPROVIDE PVCCONDUIT TOISLAND AS REQ-0'-0"SLP-1'-8"SINK R.I.SLP -0'-0"9'-2"17'-6"SLPLC
SLP1/2"
SLPSLPSTEPS TOFFE ASREQUIREDBY BUILDERSTEPS TOGRADE ASREQUIREDBY BUILDERSTEPS TOGRADE ASREQUIREDBY BUILDERNOTE:
GARAGE DOOR
R.O. DIMENSION
SHALL BE 8'-0"SLP-1'-8"(MIN)SLPSLPSTEPS TOGRADE ASREQUIREDBY BUILDER-0'-0"57'-2"LINE OF BRICKVENEER LEDGE(TYP)2'-6"14'-4"35'-10"1'-6"3'-0"1'-4"4'-0"4'-0"2"10'-0"6"2'-6"2 1/2"5'-1 1/2"30'-6 1/2"2"1'-8"3'-0"6'-4 1/2"9'-4"9'-4"10'-9 1/2"LC
LC 56'-4"18'-4"14'-0"6'-5"7'-5"10'-2"56'-4"6'-7"11'-9"LC
4'-2"2'-0"27'-6"3'-6"19'-0"2'-6"3'-3 1/2"7'-3"9'-2"12'-10"4'-9"22'-3"4'-2"2'-0"2"
11'-11 1/2"18'-7"4'-8"11'-4"57'-2"
21'-9"35'-5"
5'-1"11'-2"7'-5"11'-9"LCLCLC
5'-10"9'-4"6'-7"
LC LC2"6'-9"3'-6"
11'-4"
10"STEPS TOGRADE ASREQUIRED6'-7"10"10"10"10"10"10"10"10"10"10"10"5'-0"5'-9"5'-6"5'-6"7'-0"6'-0"6'-0"6'-10"FLRRECEPTFLRRECEPTFLRRECEPTFLRRECEPT1A1A5ASIM 6" CURB6A6A1A1A1AEED2"D2"65ASIM 6" CURB-5 1/2"D(4) TOTALE36'-8"3'-8"11'-8"6'-11"D11'-2 1/2"4AUNDER DOORAUNDER DOOR10'-9"10'-9"8'-11"D(7) TOTAL32'-3 1/2"6AOPTSEE SHEET ST-5 FORBOTTOM PLATEANCHORAGE OPTIONS6A1A1A1A1A1A5ASIM 6" CURB1A1A6AOPT1A6AOPT1A1A3"34'-0"This item has been electronically signed and sealed by Russell T Dukes, PE on the date and/or time stamp shown using a digital signature. Printed copies of this document are not considered signed and sealed and the signature must be verified by a 3rd Party Certificate Authority on any electronic copy
DATEREVISIONSREVIEWED:DESIGNED:PROJECT NO:LOT:1025 E COAST DRATLANTIC BCH, FLOS 025-01CELLAR RES.2023.011551ETCCCS01-15-2024CUSTOM ELEV-KW
ALEXANDERST-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 BARRIERFULL GROUTED STEMWALL W/#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 @ BOTTOMADDITIONAL #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.FULL GROUTED STEMWALL W/#4 OR #5 VERT REINFORCINGUP TO 3 COURSES: 72" O.C.4 TO 5 COURSES: 48" O.C.12" UNDER 1 STORY WALLw/ (3) #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(3) #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-WD
24"12"TOP OF FOOTINGNO.5 BAR BEND 90 DEGREETYPICAL STEP IN FOOTING DETAILCONTINUOUS CONCRETEFOOTING, SEE PLANLAP #5 CONTINUOUS BAR ASNEEDED, MIN 12" LAP AS SHOWNSLAB PER PLAN8" CMU CHAIR BLOCK W/ (1) #5CONTINUOUS TO EXTEND MIN 24"INTO MONOLITHIC THICKENED EDGEMIN 24" LAP·STEMWALL FOOTING TO EXTEND MIN12" BELOW MONOLITHIC FOOTING·ADDITIONAL #4 OR #5 VERTICAL TO BELOCATED WITHIN TRANSITION ZONEAND TIE INTO STEMWALL FOOTINGREINFORCEMENTMIN 12"LOCATE VERTICALREINFORCEMENT IN LASTSTEMWALL CELL#4 OR #5 REINFORCINGPER MONOLITHICFOOTING SECTIONFOOTING TO BEAR ON FIRMUNDISTURBED SOILMAX (3) COURSES @ TRANSITIONCMU STEMWALL TO MONOLITHIC TRANSITION DETAILMONO LITHIC SLABCMU STEMWALLMETAL CONNECTOR ENGINEERINGAPEX 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 MEDIA
4901 Belfort Rd Suite 140
JacNsonYille Fl 32256
Phone: (904) 262-9898
Fax: (904) 262-9861 9000 REGENCY SQUARE BLVD.SUITE 100 JACKSONVILLE, FL 32211904.821.5200STRUCTURAL ENGINEERINGVARIES PERARCH PLANS36" MAX12" MINFOOTING TO BEAR ON FIRMUNDISTURBED SOIL*NOTE*: IT IS ACCEPTABLE TO SUBSTITUTE THIS "1A" FTG DETAIL FOR THE "1"FTG DETAIL SPECIFIED ON THE FDN PLAN @ ANY LOCATIONS THAT THE FTGDEPTH EXCEEDS 28".IF GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY FROM STRUCTURESTEEPER THAN 1'-0" VERTICALLY PER 3'-0" HORIZONTALLY, CONTRACTOR HASTWO CHOICES:1. PRIOR TO CONSTRUCTION, SEEK GUIDANCE OF EOR TO PREVENT EROSIONOF SOIL.2. USE STEMWALL FOOTING3 ½" CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBERMESHADDITIONAL NO. 4 OR NO. 5BAR IN BRICK LEDGEIN BRICK LOCATIONS6" OPT. EXTENSIONON FND PLANVAPOR BARRIERMONOLOTHIC FOOTING SECTION - 36" MAX DEPTH1A(1) #4 OR #5 CONT.MINIMUM 24"(1) #4 OR #5 90° BEND @ 48" O.C.12" UNDER 1 STORY WALL W/ (3)#4 OR (2) #5 CONT16" UNDER 2 STORY WALL W/ (3)#4 OR (2) #5 CONTb4"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 END36" MAXVARIES"VARIESNO 4 OR NO 5 @18" O.C.W/ 9" BEND @ BOTTOM12" MINVAPOR BARRIERADDITIONAL NO. 4 OR NO. 5BAR IN BRICK LEDGE6" OPT. EXTENSION IN BRICKLOCATIONS ON FND PLAN4" CONCRETE SLAB W/ 6x6 W1.4x W1.4 WWF @ 1ST 4' OF SLABOR FIBERMESH & #4 OR #5 90°BEND @ 48" O.C.GARAGE EXT WALL CURB SECTION36" MAX DEPTH5A12" UNDER 1 STORY WALLWITH (2)#4 OR (2)#5 CONT16" UNDER 2 STORY WALL WITH (3)#4 OR (2)#5 CONT*NOTE*:IF GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY FROM STRUCTURESTEEPER THAN 1'-0" VERTICALLY PER 3'-0" HORIZONTALLY, CONTRACTOR HASTWO CHOICES:1. PRIOR TO CONSTRUCTION, SEEK GUIDANCE OF EOR TO PREVENT EROSIONOF SOIL.2. USE STEMWALL FOOTINGVARIES PERARCH PLANSThis item has been electronically signed and sealed by Russell T Dukes, PE on the date and/or time stamp shown using a digital signature. Printed copies of this document are not considered signed and sealed and the signature must be verified by a 3rd Party Certificate Authority on any electronic copy
DATEREVISIONSREVIEWED:DESIGNED:PROJECT NO:LOT:1025 E COAST DRATLANTIC BCH, FLOS 025-01CELLAR RES.2023.011551ETCCCS01-15-2024CUSTOM ELEV-KW
ALEXANDERST-3SHEATH 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 (METAL CONNECTOR)NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN1. 2. 3. 4. 5. ·2019 V3.06. 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 DETAILHIGH UPLIFT CONNECTION:ROOF LEVEL STUD/HDR TO TOP PLATE W/ (1) SDWC15600 @ 16" O.C.OR (2) SDWC15600 @ 24" O.C.·OPTION 1· UPPER LEVEL STUD TO BOTTOM PLATE W/ (2) SDWC15450 @ 16" O.C.OR (2) SDWC15450 @ 24" O.C.· UPPER LEVEL BOTTOM PLATE TO FLOOR TRUSS W/ (1) SDWC15600MAX @ 24" O.C.· LOWER LEVEL DOUBLE TOP PLATE TO FLOOR TRUSS W/ (1)SDWC15600 @ MAX 24" O.C.· LOWER LEVEL STUD TO DOUBLE TOP PLATE W/ (1) SDWC15600 @ 16"O.C. OR (2) SDWC15600 @ 24" O.C.OPTION 2· SEE ST-5. PROVIDE "METAL FLAT STRAP 2ND LEVEL STUD TO 1STLEVEL STUD" @ 32" O.C.· 1ST LEVEL STUD TO BOTTOM PLATE W/ (1) SDWC15450 @16" O.C. OR(2) SDWC15450 @ 24" O.C.· FLOOR-TO-FLOOR CONNECTION:METAL CONNECTOR ENGINEERINGAPEX 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 MEDIA
4901 Belfort Rd Suite 140
JacNsonYille Fl 32256
Phone: (904) 262-9898
Fax: (904) 262-9861 9000 REGENCY SQUARE BLVD.SUITE 100 JACKSONVILLE, FL 32211904.821.5200STRUCTURAL ENGINEERING8d COMMON NAILS ALTERNATIVE8d RING SHANK NAILS ARE AN ACCEPTABLE ALTERNATIVE TO8d COMMON NAILS FOR WALL SHEATHING, PROVIDED THATALL HORIZONTAL PANEL EDGES ARE BLOCKED.·2x4 SPF BLOCKING BELOW DBL TOP PLATES OF DOUBLE FRAMED WALL, (4) TOTALBLOCKS REQUIRED, AS SHOWN·FASTEN EACH BLOCK FROM UNDERSIDE TO DBL TOP PLT W/ (4) 10d EACH END9.THIS WALL MAY BE FRAMED AS A DOUBLE WALL, THIS LOCATION ONLY10.·MIN (2) STUDS BELOW ROOF GIRDER.·FASTEN STUDS TO PORTAL FRAME CORNER STUDS W/ (2) ROWS 10d @8" O.C. STAGGERED.·STUD GROUP TO SLAB W/ HTT5 PER "PORTAL FRAME" SPECIFICATIONS.11.FASTEN BOTTOM PLATE TO RIBBON BOARD / TRUSS BELOW W/ 10d @ 3" O.C. MAX12.·FASTEN BEAM PKT STUDS TO SW END STUDS W/ (2) ROWS 10d @ 8" O.C.STAGGERED·STUD GROUP TO SLAB W/ HTT4 PER "SW2"SPECIFICATIONS14.13.·2x4 SPF BLOCKING BELOW DBL TOP PLATES OF DOUBLE FRAMED WALL, (2) TOTALBLOCKS REQUIRED, AS SHOWN·FASTEN EACH BLOCK FROM UNDERSIDE TO DBL TOP PLT W/ (4) 10d EACH END.15.·FASTEN EACH BEAM TO POST W/ MSTA24.·FASTEN EACH 2ND LEVEL POST DIRECTLY TO 1ST LEVEL POST W/ (2) CS18 OR (2)MSTA36.·FIRST LEVEL POSTS TO SLAB W/ ABU661ST LEVEL STRUCTURAL PLAN1/4" = 1' 0"8D(6) TOTALLST-74SW2 SW2 SW3 8D(4) TOTAL4GABLETRUSSGABLETRUSS(2) 2x10(2) 2x10(2) 2x10(2) 2x10(2) 2x8(2) 2x8(2) 2x8(2) 2x8(2) 2x8GABLETRUSS(2) 2x84SW2PST-6(2) 2x12 x 7'-2" LONGCONT. HEADERSW3
SW1
SW3
SW3
SW3SW3PST-6(2) 2x12 x 11'-9" LONG CONT. HEADERNO HDR - 1(2) 2x6-1/21(2) 2x4-1/11(2) 2x4-1/1(2) 9 1/4" LVL - 2/3(2) 9 1/4" LVL - 2/3G1ST-6G4ST-6G1ST-6(2) 2x12-2/2(2) 2x12-2/2(2) 2x12 - 2/2(2) 2x6-1/1(2) 2x12-1/21(2) 2x6-1/1(2) 2x6-1/11(2) 2x6-1/1(2) 2x12-2/1(2) 2x10-2/1--2 STUDSDTT2ZFLOORGIRDER --2 STUDSHTT5SW END
STUDS
--2 STUDSDTT2ZROOF
GIRDER --2 STUDS- -FLOOR
GIRDER--3 STUDS- -FLOOR
GIRDER--2 STUDS- -FLOORGIRDER
--3 STUDS- -FLOOR
GIRDER --4 STUDS- -FLOOR
GIRDER--2 STUDSDTT2ZFLOORGIRDER--4 STUDSDTT2ZTRUSS
GIRDER
33111MSTA24DTT2ZSW33ABU66 TO BEINSTALLED AT FRAMINGPST-61-PIER1TRUSS REV.01-31-241This item has been electronically signed and sealed by Russell T Dukes, PE on the date and/or time stamp shown using a digital signature. Printed copies of this document are not considered signed and sealed and the signature must be verified by a 3rd Party Certificate Authority on any electronic copy
DATEREVISIONSREVIEWED:DESIGNED:PROJECT NO:LOT:1025 E COAST DRATLANTIC BCH, FLOS 025-01CELLAR RES.2023.011551ETCCCS01-15-2024CUSTOM ELEV-KW
ALEXANDERST-3ASEE 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 MAY BE 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 V3.0METAL CONNECTOR ENGINEERINGAPEX 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 MEDIA
4901 Belfort Rd Suite 140
JacNsonYille Fl 32256
Phone: (904) 262-9898
Fax: (904) 262-9861 9000 REGENCY SQUARE BLVD.SUITE 100 JACKSONVILLE, FL 32211904.821.5200STRUCTURAL ENGINEERING CONVENTIONAL FRAMING NOTES·SEE "OVERFRAMING NOTES" ON ROOF FRAMING PLAN FORSPAN CHARTS AND ADDITIONAL NOTES. SPAN CHARTS MAY BEUSED FOR MEMBER SIZING UNLESS SIZE IS NOTED ON PLAN.·ALL MEMBERS TO BE NO.2 SYP UNLESS NOTED OTHERWISE.·ALL UNSPECIFIED RIDGES ARE CONSIDERED NONSTRUCTURAL RIDGE BOARDS AND DO NOT REQUIRESUPPORTING STUDS OR UPLIFT CONNECTORS.·ALL RIDGES BOARDS TO BE ONE SIZE LARGER THANSUPPORTED RAFTERS.·FASTEN 2x6 NO.2 SYP COLLAR TIES FROM RAFTER TO RAFTERWHERE APPLICABLE W/ MIN (6) 10d·REQUIRED MEMBER CONNECTIONS ARE AS FOLLOWS, IFAPPLICABLE:RAFTERS2x6 RAFTERS: H2.5T OR SDWC15600 TO TOP PLATE, (6) 12dCOMMON TOENAILS TO RIDGE/VALLEY/LEDGER/TRUSS.2x8 RAFTERS: H2.5T OR SDWC15600 TO TOP PLATE, (8) 12dCOMMON TOENAILS TO RIDGE/VALLEY/LEDGER/TRUSS.2x10 RAFTERS: H2.5T OR SDWC15600 TO TOP PLATE, (10)12d COMMON TOENAILS TO RIDGE/VALLEY/LEDGER/TRUSS.CEILING JOISTS2x JOIST: (3) 10d COMMON TOENAILS TO TOPPLT/RAFTERS/LEDGER/TRUSS.TJI CLG. JOIST: (3) 10d COMMON TOENAILS TO TOPPLATE/RAFTERS/LEDGER.·2x10 NO 2 SYP RIBBON BOARD, FASTEN TO EACH FLOOR TRUSSEND VERTICAL W/ (6) 10d·ATTACH EACH FLOOR TRUSS TO HDR/TOP PLT BELOW W/ MTS125.BEAM TO BEAR MIN. 5" ON WALL BELOW6.8.·TOENAIL GABLE TRUSS BOTTOM CHORD TO DBL TOP PLT W/ 10d@ 4" O.C.·DIAGONAL BRACING NOT REQ'D AT THIS LOCATION ONLY·ALL OTHER GABLE SPECIFICATIONS APPLY AT THIS LOCATION7.·FULL LENGTH FLATWISE ORIENTED 2x_ NO.2 SYP BLOCK TO FITTIGHTLY BETWEEN GE01 ROOF GIRDERS.·FASTEN BLOCK TO BOTH ROOF GIRDERS W/10d TOE/FACE NAILS@ 8" O.C.9.(2) 2x12 NO.2 SYP PT JOIST @ MAX 16" O.C. ; FASTEN PLIESTOGETHER W/ (2) ROWS 10d COMMON GALVANIZED OR S/SFASTENERS @ 8" O.C., STAGGERED.10.·MIN 2x4x54" NO. 2 SYP SCABBED RAFTER OVERHANGS, WHEREAPPLICABLE·FASTEN TO TRUSS W/ (2) ROWS 10d @ 8" O.C., STAGGERED, TYPWHERE APPLICABLE11.·MIN (2) 2x8 NO. 2 SYP BLOCKING BELOW WALL ABOVE.·BLOCKING TO FIT TIGHTLY BETWEEN TRUSS TOP CHORDS.·FASTEN EACH END OF BLOCKING TO TRUSS W/ (4) 10d TOENAILS.12.1ST LEVEL FRAMING PLAN1/4" = 1' 0"LST-732x632x632x64HTS20HTS204412(2) HTS20(2) HTS20GB1ST-611111TRUSS REV.01-31-24This item has been electronically signed and sealed by Russell T Dukes, PE on the date and/or time stamp shown using a digital signature. Printed copies of this document are not considered signed and sealed and the signature must be verified by a 3rd Party Certificate Authority on any electronic copy
DATEREVISIONSREVIEWED:DESIGNED:PROJECT NO:LOT:1025 E COAST DRATLANTIC BCH, FLOS 025-01CELLAR RES.2023.011551ETCCCS01-15-2024CUSTOM ELEV-KW
ALEXANDERST-4SHEATH 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 (METAL CONNECTOR)NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN1. 2. 3. 4. 5. ·2019 V3.06. 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 DETAILHIGH UPLIFT CONNECTION:ROOF LEVEL STUD/HDR TO TOP PLATE W/ (1) SDWC15600 @ 16" O.C.OR (2) SDWC15600 @ 24" O.C.·OPTION 1· UPPER LEVEL STUD TO BOTTOM PLATE W/ (2) SDWC15450 @ 16" O.C.OR (2) SDWC15450 @ 24" O.C.· UPPER LEVEL BOTTOM PLATE TO FLOOR TRUSS W/ (1) SDWC15600MAX @ 24" O.C.· LOWER LEVEL DOUBLE TOP PLATE TO FLOOR TRUSS W/ (1)SDWC15600 @ MAX 24" O.C.· LOWER LEVEL STUD TO DOUBLE TOP PLATE W/ (1) SDWC15600 @ 16"O.C. OR (2) SDWC15600 @ 24" O.C.OPTION 2· SEE ST-5. PROVIDE "METAL FLAT STRAP 2ND LEVEL STUD TO 1STLEVEL STUD" @ 32" O.C.· 1ST LEVEL STUD TO BOTTOM PLATE W/ (1) SDWC15450 @16" O.C. OR(2) SDWC15450 @ 24" O.C.· FLOOR-TO-FLOOR CONNECTION:METAL CONNECTOR ENGINEERINGAPEX 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 MEDIA
4901 Belfort Rd Suite 140
JacNsonYille Fl 32256
Phone: (904) 262-9898
Fax: (904) 262-9861 9000 REGENCY SQUARE BLVD.SUITE 100 JACKSONVILLE, FL 32211904.821.5200STRUCTURAL ENGINEERING8d COMMON NAILS ALTERNATIVE8d RING SHANK NAILS ARE AN ACCEPTABLE ALTERNATIVE TO8d COMMON NAILS FOR WALL SHEATHING, PROVIDED THATALL HORIZONTAL PANEL EDGES ARE BLOCKED.·2x4 SPF BLOCKING BELOW DBL TOP PLATES OF DOUBLE FRAMED WALL, (4) TOTALBLOCKS REQUIRED, AS SHOWN·FASTEN EACH BLOCK FROM UNDERSIDE TO DBL TOP PLT W/ (4) 10d EACH END9.THIS WALL MAY BE FRAMED AS A DOUBLE WALL, THIS LOCATION ONLY10.·MIN (2) STUDS BELOW ROOF GIRDER.·FASTEN STUDS TO PORTAL FRAME CORNER STUDS W/ (2) ROWS 10d @8" O.C. STAGGERED.·STUD GROUP TO SLAB W/ HTT5 PER "PORTAL FRAME" SPECIFICATIONS.11.FASTEN BOTTOM PLATE TO RIBBON BOARD / TRUSS BELOW W/ 10d @ 3" O.C. MAX12.·FASTEN BEAM PKT STUDS TO SW END STUDS W/ (2) ROWS 10d @ 8" O.C.STAGGERED·STUD GROUP TO SLAB W/ HTT4 PER "SW2"SPECIFICATIONS14.13.·2x4 SPF BLOCKING BELOW DBL TOP PLATES OF DOUBLE FRAMED WALL, (2) TOTALBLOCKS REQUIRED, AS SHOWN·FASTEN EACH BLOCK FROM UNDERSIDE TO DBL TOP PLT W/ (4) 10d EACH END.15.·FASTEN EACH BEAM TO POST W/ MSTA24.·FASTEN EACH 2ND LEVEL POST DIRECTLY TO 1ST LEVEL POST W/ (2) CS18 OR (2)MSTA36.·FIRST LEVEL POSTS TO SLAB W/ ABU662ND LEVEL STRUCTURAL PLAN1/4" = 1' 0"SW3
12SW3 SW3SW1
SW1NO HDR - 1NO HDR - 1(2) 2x4-1/1NO HDR - 1(2) 2x4-1/1(2) 2x4-1/1--2 STUDSCS16ROOF
GIRDER--2 STUDSCS16ROOF
GIRDER(2) 2x6-1/1(2) 2x6-1/1(2) 2x8-1/16(2) 2x8-1/11-MSTA24- -(2) 2x8-1/1(2) 2x6-1/1(2) 2x6-1/166(2) 2x6-1/1(2) 2x6-1/1(2) 2x6-1/1SW3FASTEN SW END STUDSDIRECTLY TO FLOOR TRUSSBELOW W/ (2) HTS20; DO NOTFASTEN TO BLOCKINGThis item has been electronically signed and sealed by Russell T Dukes, PE on the date and/or time stamp shown using a digital signature. Printed copies of this document are not considered signed and sealed and the signature must be verified by a 3rd Party Certificate Authority on any electronic copy
DATEREVISIONSREVIEWED:DESIGNED:PROJECT NO:LOT:1025 E COAST DRATLANTIC BCH, FLOS 025-01CELLAR RES.2023.011551ETCCCS01-15-2024CUSTOM ELEV-KW
ALEXANDERST-4ASEE 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 MAY BE 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 V3.0METAL CONNECTOR ENGINEERINGAPEX 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 MEDIA
4901 Belfort Rd Suite 140
JacNsonYille Fl 32256
Phone: (904) 262-9898
Fax: (904) 262-9861 9000 REGENCY SQUARE BLVD.SUITE 100 JACKSONVILLE, FL 32211904.821.5200STRUCTURAL ENGINEERING2ND LEVEL FRAMING PLAN1/4" = 1' 0"11TYPHTS20HTS20GB1ST-68BST-7BST-711'-6" +/-
6'-6" +/-
11'-6" +/-6'-6" +/-
11'-6" +/-
6'-6" +/-
11'-6" +/-6'-6" +/-11TYP CONVENTIONAL FRAMING NOTES·SEE "OVERFRAMING NOTES" ON ROOF FRAMING PLAN FORSPAN CHARTS AND ADDITIONAL NOTES. SPAN CHARTS MAY BEUSED FOR MEMBER SIZING UNLESS SIZE IS NOTED ON PLAN.·ALL MEMBERS TO BE NO.2 SYP UNLESS NOTED OTHERWISE.·ALL UNSPECIFIED RIDGES ARE CONSIDERED NONSTRUCTURAL RIDGE BOARDS AND DO NOT REQUIRESUPPORTING STUDS OR UPLIFT CONNECTORS.·ALL RIDGES BOARDS TO BE ONE SIZE LARGER THANSUPPORTED RAFTERS.·FASTEN 2x6 NO.2 SYP COLLAR TIES FROM RAFTER TO RAFTERWHERE APPLICABLE W/ MIN (6) 10d·REQUIRED MEMBER CONNECTIONS ARE AS FOLLOWS, IFAPPLICABLE:RAFTERS2x6 RAFTERS: H2.5T OR SDWC15600 TO TOP PLATE, (6) 12dCOMMON TOENAILS TO RIDGE/VALLEY/LEDGER/TRUSS.2x8 RAFTERS: H2.5T OR SDWC15600 TO TOP PLATE, (8) 12dCOMMON TOENAILS TO RIDGE/VALLEY/LEDGER/TRUSS.2x10 RAFTERS: H2.5T OR SDWC15600 TO TOP PLATE, (10)12d COMMON TOENAILS TO RIDGE/VALLEY/LEDGER/TRUSS.CEILING JOISTS2x JOIST: (3) 10d COMMON TOENAILS TO TOPPLT/RAFTERS/LEDGER/TRUSS.TJI CLG. JOIST: (3) 10d COMMON TOENAILS TO TOPPLATE/RAFTERS/LEDGER.·2x10 NO 2 SYP RIBBON BOARD, FASTEN TO EACH FLOOR TRUSSEND VERTICAL W/ (6) 10d·ATTACH EACH FLOOR TRUSS TO HDR/TOP PLT BELOW W/ MTS125.BEAM TO BEAR MIN. 5" ON WALL BELOW6.8.·TOENAIL GABLE TRUSS BOTTOM CHORD TO DBL TOP PLT W/ 10d@ 4" O.C.·DIAGONAL BRACING NOT REQ'D AT THIS LOCATION ONLY·ALL OTHER GABLE SPECIFICATIONS APPLY AT THIS LOCATION7.·FULL LENGTH FLATWISE ORIENTED 2x_ NO.2 SYP BLOCK TO FITTIGHTLY BETWEEN GE01 ROOF GIRDERS.·FASTEN BLOCK TO BOTH ROOF GIRDERS W/10d TOE/FACE NAILS@ 8" O.C.9.(2) 2x12 NO.2 SYP PT JOIST @ MAX 16" O.C. ; FASTEN PLIESTOGETHER W/ (2) ROWS 10d COMMON GALVANIZED OR S/SFASTENERS @ 8" O.C., STAGGERED.10.·MIN 2x4x54" NO. 2 SYP SCABBED RAFTER OVERHANGS, WHEREAPPLICABLE·FASTEN TO TRUSS W/ (2) ROWS 10d @ 8" O.C., STAGGERED, TYPWHERE APPLICABLE11.·MIN (2) 2x8 NO. 2 SYP BLOCKING BELOW WALL ABOVE.·BLOCKING TO FIT TIGHTLY BETWEEN TRUSS TOP CHORDS.·FASTEN EACH END OF BLOCKING TO TRUSS W/ (4) 10d TOENAILS.12.This item has been electronically signed and sealed by Russell T Dukes, PE on the date and/or time stamp shown using a digital signature. Printed copies of this document are not considered signed and sealed and the signature must be verified by a 3rd Party Certificate Authority on any electronic copy
DATEREVISIONSREVIEWED:DESIGNED:PROJECT NO:LOT:1025 E COAST DRATLANTIC BCH, FLOS 025-01CELLAR RES.2023.011551ETCCCS01-15-2024CUSTOM ELEV-KW
ALEXANDERST-5PROPERLY WIND LOAD RATED SOFFITMATERIAL CONTINUOUS @ PERIMETER.SEE TABLE 1: COMPONENT ANDCLADDING DESIGN PRESSURES ONSHEET ST-1.RAISED HEEL
MAX 4"2x NO 2 SYP BLOCKING TO FITTIGHT BETWEEN TRUSSES,(3)10d TOE-NAIL @ EACH END,BLOCKING MAY BE OMITTEDFOR HEEL HEIGHTS < 9"STUD SPACING PER TABLE 3: MAXIMUMEXTERIOR WALL STUD SPACING. ROOFBEARING ONLY.WALL SHEATHING TO TOP PLATE W/ 8dCOMMON, SPACING PER TABLE 2 ST-1.¾" BETWEEN TOP OF WOOD PANELAND CENTER OF FASTENERS.MAX 4"2x6 NO 2 SYP BLOCKING AT FIRST(6)TRUSS BAYS FROM EACHCORNER OF BUILDING. EACHBLOCK TO HAVE (1)A35 TO TOPPLATE.2x4 OR 2x6 STUD GRADE SPF ORBETTER @ MAX 16" O.C. PERPLANALTERNATE ROOF-TO-WALL CONNECTIONSTRUSS TO TOP PLATE W/SDWC15600 OR H2.5A/TINSTALLED @ INSIDE FACEOF PLATE AS SHOWN*TOP PLATE TO STUD W/SDWC15600 OR H2.5A/TTRUSS OR RAFTER TO TOP PLATEOPTIONS, UNO:·H2.5A/T·SDWC15600H2.5A/T OR SDWC15600 @ HEADER JACK\KINGGROUP AND @ MAX 32" O.C., SDWC MAY BEINSTALLED TO EITHER FACE OF STUD, SEEINSTALLATION DETAILS BELOWTOP PLATE TO HEADER W/SIMPSON SDWC15600 @ MAX32" O.C. (SEE HEADERFRAMING NOTES ON SHEETST-1 FOR ALTERNATES)(1) SDWC15600 SCREW AT OPENINGS 6' OR LESS.(2) SDWC15600 SCREWS AT OPENINGS BETWEEN 6' AND 8'36" < c < 8'SEE PLAN OTHERWISEHEADER FRAMINGTYPICAL ROOF DECK. SEESHEATHING SPECS, SHEET ST-1cH2.5A/T OR SDWC15600CONNECTOR TO INSIDEFACE OF STUDRAISED HEEL TRUSSCANTILEVER TRUSSTYPICALEXTERIOR WALLTYPICALEXTERIOR WALLTYPICALEXTERIOR WALLTYPICALEXTERIOR WALLTYPICAL TRUSSTO TOP PLATECONNECTIONTYPICAL TRUSSTO TOP PLATECONNECTIONTOP PLATE TO JACK/KING GROUP:JACK/KINGGROUPTRUSS OVER HEADER:TRUSS OR RAFTER TO TOP PLATE W/SDWC15600 INSTALLED FROM BELOWPLATE AS SHOWN IN INSTALLATION #1BELOW.STUD ALIGNED DIRECTLYBELOW TRUSS*SEE INSTALLATION #2 BELOW(SECTIONS AT ROOF ARE TYPICAL FOR ONE AND TWO STORY APPLICATIONS)TYPICAL WALL SECTION AT ROOFMAX 4 12"STANDARD SDWC ROOF TO WALL INSTALLATIONSDWC MIN. EDGE DISTANCE FOR TOP PLATE SPLICE(SIM FOR STUD TO TOP PLATE CONNECTION)OPTIMAL 22½° 0°10°30°DO NOT INSTALL SDWCIN HATCHED AREA½"MIN½"MIN1 ¾"MAXOVERHANG30°MAX½" MINIMUMEDGE DISTANCEFOR FULLVALUES (WITHOR WITHOUT APLATE SPLICE)SPLICE MAY BEIN UPPER ORLOWER PLATEOFFSET ¼" FROMTOP PLATE SPLICEFOR FULL VALUESSDWC EDGE DISTANCE AND SPACING INFORMATION(1) SDWC(2) SDWCNOTE: STUD-TO-BOTTOM PLATE SHOWN. ALL OTHERINSTALLATIONS SIMILAR.SDWC STUD-TO-SILL PLATE CONNECTIONSDWC15450 AT SILL PLATECONNECTIONFINISH: BLACK E- COATTMSDWC15600SDWC15600½" MAXRAFTER TO TOPPLATE SHOWNTRUSS TO TOPPLATE SIMILARSDWC15600OPT. SDWC INSTALLATION - TRUSS/RAFTEROPT. SDWC INSTALLATION RANGESDWC15600RAFTER OR TRUSSNOTE:SILL PLATE ANCHOR TO FOUNDATION NOTSHOWN FOR CLARITY.2¼"-2¾"Pressuretreated sillOPTIMAL 22 ½° 0°10°30°NOTE: SLOPED-ROOF RAFTERS MAY BE SLOPED UP TOAND INCLUDING A 12:12 PITCH AND MUST BE"BIRDSMOUTH" CUT.SDWC15600SDWC INSTALLATION SPECIFICATIONS, AS PROVIDED BY SCREW MANUFACTURER3" +/-¼"OPTIMAL 22 ½°30°10°0°OPT. SDWC STUD-TO-TOP PLATECONNECTION THROUGH NARROW FACEOPT. SDWC STUD-TO-SILL PLATE CONNECTIONTHROUGH NARROW FACE AT FDNSDWC INSTALLATION RANGEAT NARROW FACE OF STUDSDWC15600SDWC15450SDWC15600MIN ½" EDGEDISTANCEMIN ½" EDGEDISTANCEMAX (1) SDWC TO NARROW FACE OFEACH STUD, (2) SDWC TO NARROW FACEOF STUD REQUIRES (2) STUDS**NOTE TO FRAMER**MAX (1) SDWC TO NARROW FACE OFEACH STUD, (2) SDWC TO NARROW FACEOF STUD REQUIRES (2) STUDS**NOTE TO FRAMER**¾" MIN¾" MINMIN¾"MIN¾"MAX1"MAX1"STANDARD SDWC ROOF TO WALLINSTALLATION RANGEALIGNED WITH STUD½" Ø, x 2½'" MINEMBEDMENTAPPROVED WEDGEANCHOR OR EQUAL@ 48" O.C. MAX W/ 2"SQUARE WASHER·ANCHOR BOLT (SEE OPTIONS) W/ NUTAND 2" SQUARE WASHER:·EACH SIDE OF OPENINGS·WITHIN 12" OF END OF PLATE SEGMENTS·MAX 48" O.C. OTHERWISE·TWO STORY - STUD TO BOTTOM PLATE @HEADER JACK/KING GROUPS AND @ 48"O.C. W/ SDWC15450·SINGLE STORY - STUD TO BOTTOM PLATE@ HEADER JACK/KING GROUPS AND @32" O.C. W/ (2)SDWC15450·SDWC MAY BE INSTALLED TO EITHER FACEOF STUD, SEE INSTALLATION DETAILSBELOW½" BETWEEN BOTTOM OF PANELAND CENTER OF FASTENERS.WALL SHEATHING TO PT SILL PLATE WITH8d COMMON, SPACING PER TABLE 2, ST-1MINIMUM 1/8" - MAX ¼" GAP BETWEENBOTTOM OF PANEL AND TOP OF SLAB.EXTERIOR SHEATHING TO RESOLVEWALL UPLIFT AND SHEAR AT SILLPLATE. TYPICAL, UNO.BOTTOM PLATE ANCHOR NOTES:1. ANCHOR REQUIRED ADJACENT TO EACH SIDE OF OPENING2. TYPICAL ANCHOR BOLT SPACING IS 48" O.C., SEE PLAN FOR NON-TYPICAL BOLT SPACING. REQUIREMENTS3. MINIMUM (2) ANCHORS REQUIRED IN ANY SEGMENT OF BOTTOM PLATE. AN ANCHOR MUST BE PRESENT WITHIN 12" OF THE END OF ANY PLATE4. ALL BOLT ANCHOR OPTIONS REQUIRE NUT AND WASHER, UNLESS NOTED OTHERWISE5. INTERIOR BEARING NON-UPLIFT WALLS, IDENTIFIABLE BY CROSS HATCH DEFINED ON ST-1, ANCHORS WITHIN 12" OF PLATE ENDS NOT REQUIRED,ANCHORS MUST BE PROVIDED TO MEET OR EXCEED MAXIMUM ON CENTER SPACING & MINIMUM (2) ANCHORS PER PLATE SEGMENT.MASA TO TOP OFBOTTOM PLATE W/(6) 10d x 1 ½"MASA TO SIDE OFBOTTOM PLATE W/(3) 10d x 1 ½"MASA SET ½" TO THEINSIDE OF SLAB.TYPICAL BOTTOM PLATE ANCHOR OPTIONSMONOLITHIC ORSTEMWALL FOOTINGPER PLANMONOLITHICFOOTING ONLYMIN ½" 36 KSITHREADED RODMONOLITHIC ORSTEMWALL FTG PERPLANAPPROVED ADHESIVEOR EPOXY ANCHOR8" EMBED AT STEMWALL6" EMBED AT MONOLITHICADHESIVE (ORAPPROVED EQUAL) TOTOP OF WOOD PLATEMIN ½"Øx 6" TITEN HDOR HILTI KWIK HUS-EZMIN.3"2x6 BOTTOM PLATEMONOLITHICFOOTING ONLY2x4 BOTTOM PLATEMIN.1¾"MIN1¾"½" Ø SCREW ANCHORIN 2x6 BOTTOM PLATEMASA ANCHOR½ " DRILL &EPOXY ANCHOR½ " J-BOLT½" Ø SCREW ANCHORIN 2x4 BOTTOM PLATEMIN ½"Øx 6" TITEN HDOR HILTI KWIK HUS-EZMIN ½"x10" L-HOOKANCHOR BOLTDO NOT USE J-BOLTAT HOLD-DOWNCONNECTORSANCHORTYPICAL WALL SECTION NOTES:1. ALL LOAD-BEARING 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 TO BE 2x_ SPF @ MAX 16" O.C., UNO3. 1ST AND 2ND FLOOR BOTTOM PLATES SHALL BE NO.2 SYP DUE TO FASTENER CAPACITIES.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 WALLS.6. TYPICAL STUD TO BOTTOM PLATE CONNECTOR NOT REQUIRED AT CRIPPLES BELOW WINDOW SILL BLOCKTYPICAL WALL SECTION AT BOTTOM PLATEMONOLITHICFOOTING ONLY2ND FLOOR WALL TO BEAM/GIRDER OR HEADERNOTE: FLOOR-TO-FLOOR UPLIFT CONNECTORS NOTREQUIRED UNDER GABLE TRUSSES AND WHERECOMMON TRUSS SPAN IS 16-FEET OR LESS.ALTERNATE FLOOR-TO-FLOOR UPLIFTTYPICAL WALL SECTION AT FLOORFLOOR-TO-FLOOR UPLIFT CONNECTOR NOTES:1. ALL SDWC SCREWS SPECIFIED ON PLAN OR TYPICAL WALL SECTION MAY BE OMITTED W/ ALTERNATE FLOOR-TO-FLOOR UPLIFT CONNECTIONS INCLUSIVE OF ALTERNATE THREADED ROD CONNECTOR PER ADDENDUM2. ALTERNATE STRAP CONNECTOR APPLIES TO 1ST FLOOR HEADER OR STUD3. THREADED ROD OR QUICK TIE SYSTEM IS ACCEPTABLE OPTION IN ACCORDANCE WITH SUPPLEMENTARY DESIGN BY APEX TECHNOLOGY. ADDENDUM AVAILABLE UPON REQUEST.OPT. 2x_ LEDGER, ATTACHTO FLOOR TRUSS TOPCHORD W/ 10d @ 6" O.C.PARALLEL FLOOR TRUSSGABLE FLOORTRUSS BY OTHERSWALL SHEATHING TO TOP PLATE W/ 8dCOMMON, SPACING PER TABLE 2, ST-1WALL SHEATHING TO BOTTOM PLATE W/8d COMMON, SPACING PER TABLE 2, ST-1CONTINUOUS 2x4 RIBBON BOARDBOTTOM PLATE TO RIBBON BOARDW/ 10d @ 6" O.C.BOTTOM PLATE TO TRUSS@ 24" O.C. W/ SDWC15450TOP PLATE TO TRUSS @ HEADERJACK/KING GROUPS AND @ 24"O.C. W/ SDWC15600STUD TO BOTTOM PLATE @ HEADERJACK/KING GROUPS AND @ MAX 32" O.C. W/(2)SDWC15450 OR (1) SDWC15600,SDWC MAYBE INSTALLED TO EITHER FACE OF STUD,SEE INSTALLATION DETAILS BELOWSTUD TO BOTTM PLATE @ HEADER JACK/KINGGROUPS AND @ MAX 32" O.C. W/ SDWC15450,SDWC MAY BE INSTALLED TO EITHER FACE OFSTUD, SEE INSTALLATION DETAILS BELOWTOP PLATE TO TRUSS @ 48" O.C.W/ SIMPSON SDWC15600BOTTOM PLATE TO TRUSS @ 24" O.C.W/ SIMPSON SDWC15600SEE TABLE 2: WOOD STRUCTURAL PANELSHEATHING REQUIREMENTS FOR TYPICALSHEATHING SPECIFICATIONSALTERNATE STRAPCONNECTOR. SEE"METAL FLAT STRAP2ND LEVEL STUD TO1ST LEVEL STUD"DETAILSTUD TO TOP PLATE @ HEADER JACK/KINGGROUPS AND @ 48" O.C. W/ SDWC15600, SDWCMAY BE INSTALLED TO EITHER FACE OF STUD,SEE INSTALLATION DETAILS BELOWGAP PER APA RECOMMENDATIONSSPLICE WALL SHEATHING OVERRIMBOARD. INSTALL (2) ROWS 8dCOMMON NAILS ABOVE AND BELOWSHEATHING SPLICE. OFFSET ROWS(MIN 1-½", MAX 5") AND SPACE NAILS@ 4" O.C. STAGGERED.WALL SHEATHING TO TOP PLATE W/8d COMMON @ 3" O.C.WALL SHEATHING TO BOTTOM PLATEW/ 8d COMMON @ 3" O.C.WOOD FLOORTRUSSES BY OTHERS.75" THICK (MIN) OSB/PLYWOOD RIM TOMATCH FLOOR DEPTHCONTINUOUS2x4 RIBBONBOARDALTERNATE ¾" WSP RIM BOARDSPLICE CONNECTIONWOOD FLOORTRUSSES BY OTHERSWOOD FLOORTRUSS BY OTHERS1½" x MIN. 18 GAGEMETAL STRAP AND KINGSTUDS @ 48" O.C. W/MIN (5) NAILS EACH INUPPER AND LOWERSTUDS/HEADERTYPICAL EXTERIOR ORINTERIOR LOAD BEARINGWALLMETAL FLAT STRAP 2ND LEVELSTUD TO 1ST LEVEL STUDEXTERIOR SHEATHING TO SPANCONTINUOUS ACROSS FLOOR SYSTEMSTUD SPACING PER TABLE 3: MAXIMUMEXTERIOR WALL STUD SPACING. ROOFAND FLOOR BEARING.2x4 OR 2x6 STUD GRADESPF OR BETTER @ MAX16" O.C, UNO. SEE PLAN2x4 NO.2 SYP DIAGONAL BRACE @ 48"O.C. DIAGONAL BRACE TO FLOORTRUSS OR DBL TOP PLATE W/ (3)10dTOE-NAILS AT EACH END.TYPICAL EXTERIOR WALL12"12"EXTERIOR WALLCOVERING PER SPECSTO LAP UPPER ANDLOWER LEVEL WALLS 12"AS SHOWN. MIN (5)NAILS PER STUDTYPICAL EXTERIORWALLMINIMUM 3" LAP MINIMUM FOR BEAMS.WALL SHEATHING TO BEAM (OR GIRDER TOP CHORD)W/ 8dCOMMON @ 3" O.C. CENTERLINE ABOVE BOTTOM EDGE OF SHEATHING*IMPORTANT* - FOR GIRDER TRUSS APPLICATIONS,SHEATHING MUST CONTINUE TO BOTTOM EDGE OF TRUSS TOP CHORD.IF WALL SHEATHING IS NOT CONTINUOUS FROM SECOND FLOOR TOP PLATE TO FLOOR BEAM, THENTHE CONTRACTOR MUST STRAP THE WALL PER THEALTERNATE STRAPPING METHOD BELOW.BOTTOM PLATE TO BEAM (OR GIRDER) W/10d COMMON @ 6" O.C., UNO.WALL SHEATHING TO BOTTOM PLATEW/ 8d COMMON @ 3" O.C.ALTERNATE STRAPPING METHOD FOR WALL TO BEAM (OR GIRDER)TYPICAL WALLS: EVERY OTHER STUD TO BE CONNECTED TO TOP PLATE WITH SPH4/6 OR SPTH4/6 AND TO BEAM/HEADER BELOW WITH MSTA36KING STUDS: EACH KING STUD TO TOP PLT WITH SPH4/6 OR SPTH4/6 AND TO BEAM/HDR BELOW WITH MSTA36 (OR CS16 OR RS150) WITH (18)10d COMMON.**WHEN FLOOR SYSTEM EXCEEDS 16" DEPTH, USE SIMPSON CS16 OR RS150 EXCLUSIVELY**OF FASTENERS TO BE 1 12"(OR CS16 OR RS150) WITH (18)10d COMMON.2022 V1.0-WD-MTLSHEATHING SPLICEALLOWABLE BETWEENPLIES OF DOUBLE TOPPLATE. SHEATHING TOEACH PLY OF DBL TOP PLTPER TABLE 2, SHEET ST-1FASCIA (SEEARCHITECTURAL)FASCIA (SEEARCHITECTURAL)FASCIA (SEEARCHITECTURAL)FASCIA (SEEARCHITECTURAL)FASCIA (SEEARCHITECTURAL)METAL CONNECTOR ENGINEERINGAPEX 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 MEDIA
4901 Belfort Rd Suite 140
JacNsonYille Fl 32256
Phone: (904) 262-9898
Fax: (904) 262-9861 9000 REGENCY SQUARE BLVD.SUITE 100 JACKSONVILLE, FL 32211904.821.5200STRUCTURAL ENGINEERINGThis item has been electronically signed and sealed by Russell T Dukes, PE on the date and/or time stamp shown using a digital signature. Printed copies of this document are not considered signed and sealed and the signature must be verified by a 3rd Party Certificate Authority on any electronic copy
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, MOST CURRENT EDITION.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.2021 V1.0WEB BRACING DETAILDATEREVISIONSREVIEWED:DESIGNED:PROJECT NO:LOT:1025 E COAST DRATLANTIC BCH, FLOS 025-01CELLAR RES.2023.011551ETCCCS01-15-2024CUSTOM ELEV-KW
ALEXANDERST-62x_ SPF CORNER STUDS36" LONG SPF SCAB W/ (20) 10d TOCORNER STUD ONLY WHEN HOLDDOWNS ARE SPECIFIED ON PLAN.CALIFORNIA CORNER DETAILSINGLE 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)GARAGE 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.METAL CONNECTOR ENGINEERINGTRUSSES 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 WALLAPEX 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 MEDIA
4901 Belfort Rd Suite 140
JacNsonYille Fl 32256
Phone: (904) 262-9898
Fax: (904) 262-9861 9000 REGENCY SQUARE BLVD.SUITE 100 JACKSONVILLE, FL 32211904.821.5200STRUCTURAL ENGINEERINGELEVATION VIEW(TYPICAL FOR EACH END OFDOUBLE SIDE PORTAL FRAME)ELEVATION VIEW(SINGLE SIDE PORTAL FRAME)FASTEN SHEATHING TO HEADER WITH 8dCOMMON OR GALVANIZED BOX NAILS IN3" GRID PATTERN AS SHOWNPLATE TO HEADER W/ (2) ROWSOF 16d SINKER AT 3" O.C.HEADER TO JACK STUD W/ MSTA24***INSTALL ON INTERIOR FACE OF WALL***DOUBLE SILL W/ MIN (1) 5/8" DIAMETERANCHOR BOLT WITH MIN. 7" EMBEDINSTALLED WITH 2"x2"x3/16" PLATE WASHERSIMPSON HTT5 W/ 12" EMBEDMENT.SEE WALL SEGMENT PLAN VIEW FOR ENDSTUD REQUIREMENTS.IF NEEDED, BLOCKED PANEL SPLICE W/ 3" O.C.NAILING MAY OCCUR WITHIN 24" OF WALLMID-HEIGHT. NO OTHER SPLICES PERMITTED.FASTEN SHEATHING TO MIN. (2) 2x PLATES,STUDS, AND BLOCKING W/ 8d COMMON ORGALVANIZED BOX NAILS AT 3" O.C.PORTAL FRAME DETAILPSINGLE PLY TOP PLATE IS ACCEPTABLE FOR PORTAL FRAMEHEADERS 14'-0" OR LESS. SINGLE PLY TOP PLATE TO BECONTINUOUS, DO NOT SPLICE.2 JACKS, 1 KING3 JACK STUDSWALL SEGMENT PLAN VIEW(TYPICAL FOR EACH PORTAL 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 SHOWN.FOR PANEL LENGTHS LESS THAN 20", CORNERSTUD INSTALLATION REQUIRED.PORTAL OUTSIDE WALL BENDPORTAL INSIDE WALL BENDHTT52 JACKS, 3 KINGSHTT5ALTERNATEHEADER TO JACK STUDW/ MSTA24***INSTALL ON INTERIORFACE OF WALL***SIMPSON DTT2ZWHERE PANEL WIDTH EXCEEDS TYPICAL STUDSPACING, PROVIDE ADDITIONAL STUDS NAILSHEATHING W/ 8d AT 3" O.C.MIN. (2) JACKSAND (2) KINGSGABLE BRACING DETAILFLATWISE BLOCKING TO GIRDERBOTTOM CHORD / OPPOSINGTRUSS BOTTOM CHORD W/ CS18W/ (4) 10d x 112" EACH END·2x_ FLATWISE BLOCKINGBETWEEN GABLE TRUSSBOTTOM CHORD AND GIRDERTRUSS BOTTOM CHORD ASSHOWN, ALIGN WITH OPPOSINGTRUSSES @ MAX 48" O.C.·ATTACH EACH BLOCK TO TRUSSBOTTOM CHORD W/ (3) 10dTOE-NAILSATTACH EACH BLOCK TO DBL TOPPLATE W/ (3) 10d FACE NAILS FROMABOVEGABLE TRUSS TO TOP PLATE CONNECTION1. TOE-NAIL GABLE BOTTOM CHORDTO DBL TOP PLATE W/ 10d @ 4" O.C.2. STRAP TRUSS TO TOP PLATE WITHMSTA12 W/ (8) 10d @ 48" O.C. ORTOP PLATE TO TRUSS BOTTOMCHORD W/ SDWC15600 INSTALLEDVERTICALLYGB1PLATELINE2x4 NO.2 SYP BLOCKING BETWEENOUTLOOKERS. FASTEN EACHBLOCK TO ROOF DECK W/ 8dCOMMON @ 3" O.C.2x4 SYP OUTRIGGER @ 24" O.C.CLIP TO GABLE TOP CHORD W/ (1)H2.5T W/ (10) 8d x 1-12", FASTEN TOGIRDER W/ MIN (3) 10d TOENAILSFASTEN SHEATHING TOGARAGE RETURN STUDS,TOP PLATE, AND BOTTOMPLATE AS SHOWN W/ 8dCOMMON AT 3" O.C.INSTALL (1) SIMPSON HTT5AT HEADER END OFRETURN, AS SHOWN. SEEALTERNATIVE HOLDOWNOPTIONS IN NOTE BELOW.38" DIA. ALL-THREAD W/ 2"ROUND WASHER DRILLEDAND EPOXIED INTOCONCRETE W/ 7" EMBEDEACH JACK TO HEADER W/SIMPSON MSTA24.INSTALL (1) SIMPSON HTT5 ATCORNER END OF RETURN OR INRETURN WALL AT CORNER END.SEE ALTERNATIVE HOLDOWNOPTIONS IN NOTE BELOW.ELEVATION VIEWMONOLITHIC FOOTING ORSTEMWALL.BOTTOM PLATE(3) STUDS MINIMUM ATCORNERAT HEADERAT CORNERPLAN VIEW2x6OPTIONAL HTT5 AT CORNER STUDPACK INSTALLED IN GARAGE WALLILO SIDE WALL.JACK AND KING STUDS. SEEPLAN FOR QUANTITIES.HTT5FASTEN STUDS TO CORNERSTUD GROUP W/ (2) ROWS 10d @6" O.C., STAGGERED. STOP NAILSAT BOTTOM 24" OF STUD FORCONNECTOR INSTALLATIONHTT5 AT CORNERSTUD PACK2x4ADDITIONAL WALL STUDS@ MAX 16" O.C. ASREQUIRED16" O.C.2x6SHEATH INSIDE FACE ONLY IF NOTED ONFRAMING PLAN. ACCEPTABLE TO STOPSHEATHING AT GOAL POSTALTERNATIVES FOR THIS APPLICATION & DETAIL ONLY:(1) STHD14 = (1) HTT5 (MONOLITHIC)(2) PA51 = (1) HTT5 (STEMWALL)(2) ¼ x 2-¾" TAPCONS = (1) ANCHOR BOLT11" MINEMBEDMENT11" MINEMBEDMENT GARAGE RETURNS TO BEFRAMED AS 2x6.GARAGE RETURNG1MIN 36" SCAB W/ (20) 10d TOFULL HEIGHT CORNER STUDEXTERIOR WALL SHEATHINGELEVATION 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 ½" DIA DRILL ANDEPOXY ANCHOROPTIONAL STUD COLUMNSCAB FOR TRUSS STRAP· MINIMUM 3'-0" SCAB w/ (2) ROWS OF 10d @6" O.C., MINIMUM (12) 10d· SECOND SCAB MAY BE ADDED AS NEEDEDTO OPPOSITE SIDEBOX FRAME TO TOP PLATEW/ 10d COMMONS @ 3" O.C.FASTEN FLOORSHEATHING TO BOX FRAMEW/10d COMMONS @ 3" O.C.2x4 SPF BOX-FRAMEBETWEEN FLOOR TRUSSESTYPICAL OVER SW(2) 2x4 NO.2 SYP TOPPLATE OVER SWSHEET (1) FACE OFBOX-FRAME W/ MIN716"OSB FASTENED TO BOXFRAMING W/ 8d @ 3" O.C.FLOOR TRUSSES,(TYP)TOP OF 1ST LEVELSHEAR PANEL1. REQUIRED ONLY WHERE SPECIFIED ON FRAMING PLAN2. PREMANUFACUTRED FLOOR PANEL WITH A SINGLE DIAGONALWEB OR I-JOIST PANEL IS AN ACCEPTABLE ALTERNATE TO FIELDFRAMED SHEAR PANEL. OSB SHEATHING IS NOT REQUIRED ONPREMANUFACTURED PANELS.OSB FASTENED PERWALL SECTION 2x4 NO.2 SPF CHIMNEYSTACK FRAMING STUDS @MAX 16" O.C.10d COMMON 3" O.C. AT PANEL EDGE,6" O.C. IN FIELD TOP OF CHIMNEYSEE ARCH DWGS(SEE NOTE)NOTE: PLYWOOD MUST BE CONTINUOUS OVER PLATE BREAKW/ MIN 18" LAP ABOVE OR BELOW BREAKCHIMNEY FRAMING DETAIL (AT EXTERIOR WALL)716" OSB. FASTEN TOCHIMNEY FRAMING W/ 8dCOMMON: 3" O.C. AT PANELEDGES, 6" O.C. IN THE FIELDABOVE ROOF DECK.PLYWOOD FIREBLOCKING @TOP PLATE BY OTHER2x4 CHIMNEY FRAMINGSTUDS @ MAX 16" O.C.(SEE NOTE)DOUBLE TOP PLATE ATTRUSS BEARINGLAP FIREBLOCKING OVER TOPPLATE. FASTEN TO PLATE W/10d COMMON @ 3" O.C.EXTERIOR WALL2x4 KNEEWALL STUDS@ MAX 16" O.C.PRE-FAB TRUSS(2) 2x4 BLOCKING BETWEENTRUSSES TO SUPPORTKNEEWALL BOTTOM PLATEABOVE, FASTEN BLOCKING W/(3) 12d TOE-NAILS EACH ENDThis item has been electronically signed and sealed by Russell T Dukes, PE on the date and/or time stamp shown using a digital signature. Printed copies of this document are not considered signed and sealed and the signature must be verified by a 3rd Party Certificate Authority on any electronic copy
DATEREVISIONSREVIEWED:DESIGNED:PROJECT NO:LOT:1025 E COAST DRATLANTIC BCH, FLOS 025-01CELLAR RES.2023.011551ETCCCS01-15-2024CUSTOM ELEV-KW
ALEXANDERST-7METAL CONNECTOR ENGINEERINGAPEX 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 MEDIA
4901 Belfort Rd Suite 140
JacNsonYille Fl 32256
Phone: (904) 262-9898
Fax: (904) 262-9861 9000 REGENCY SQUARE BLVD.SUITE 100 JACKSONVILLE, FL 32211904.821.5200STRUCTURAL ENGINEERING2x SYP BLOCK W/ (2) 0.131" x 3"END- OR TOE-NAILS EACH ENDATTACH SOFFIT TO 2x BLOCKOR UNDERSIDE OF 2x FASCIAPER MANUFACTURERCHANNEL REQUIREMENTSPER MANUFACTURERSOFFIT W/ SINGLE SPANTYPICAL ROOFDECK SHEATHINGFASCIA AND DRIP EDGEPER ARCHITECT2x SYP NAILER (IF REQ'D):· TO WOOD FRAME: (2) 0.131" x 3" NAILS@ EACH STUD, MAX 24" O.C.· TO CMU w/ PT NAILER: (2) ROWS 316" x234" TAPCONS @ MAX 24" O.C.CHANNEL REQUIREMENTSPER MANUFACTURERMAX 16"SPANSEE ST-1 FOR SOFFIT PRESSURE DEMAND (psf).CAPACITY OF THIS DETAIL IS THE LESSER OF:1) SOFFIT MANUFACTURER ALLOWABLEPRESSURE.2) +/-340 psf.SEE ST-1 FOR SOFFIT PRESSURE DEMAND (psf).CAPACITY OF THIS DETAIL IS THE LESSER OF:1) SOFFIT MANUFACTURER ALLOWABLEPRESSURE.2) +/-57.4 psf.SOFFIT W/ MULTIPLE SPANSTYPICAL ROOFDECK SHEATHINGFASCIA AND DRIP EDGEPER ARCHITECT2x SYP BLOCK W/ (2) 0.131" x 3"END- OR TOE-NAILS EACH END2x SYP NAILER (IF REQ'D):· TO WOOD FRAME: (2) 0.131"x 3" NAILS @ EACH STUD,MAX 24" O.C.· TO CMU w/ PT NAILER:(2) ROWS 316" x 234"TAPCONS @ MAX 24" O.C.CHANNEL REQUIREMENTSPER MANUFACTURERMAX 12"SPANATTACH SOFFIT TO 2x BLOCKOR UNDERSIDE OF 2x FASCIAPER MANUFACTURER1x2 SYP NAILING STRIPS TO BLOCK / NAILERW/ (1) 0.131" x 212" NAIL EACH INTERSECTIONCHANNEL REQUIREMENTSPER MANUFACTURERMAX 3'-0" OVERHANGSOFFIT DETAILSSFSoffit detail is intended to convey connections between members in thesupporting structural frame, not the soffit connections to those members.Product manufacturer and evaluating engineer retain responsibility forindividual soffit products and their connection to supporting structural frame.2ND LEVEL 2x6 STUDS2ND LEVEL 2x6 No.2 SYPBOTTOM PLATE MUST BECONTINUOUS ACROSS SPAN2ND LEVEL BOTTOM PLATE TOKNEE WALL TOP PLT W/ 10dCOMMON @ 6" O.C.2x6 KNEE WALL W/ No.2 SYPDBL TOP PLT & BOTTOM PLTSTUDS @ 16" O.C.8'-0" SPAN MAXIMUM1ST LEVEL 2x6 No.2 SYP DBLTOP PLT MUST BE CONTINUOUSACROSS SPANKNEE WALL BOTTOMPLATE TO 1ST LEVEL DBLTOP PLT W/ 10d @ 8" O.C.2ND LEVEL 2x6 BOTTOM PLATETO ADJACENT FLOOR TRUSS W/(2) SDS ¼" x 4½" (TYP EACH END)INSTALL A RIP OF FLOORDECK OVER GABLE FLOORTRUSS TOP CHORD SO 2NDLEVEL MAINTAINSCONTINUOUS HEIGHT 1ST LEVEL 2x6 DBL TOP PLATETO ADJACENT FLOOR TRUSS W/(3) SDS ¼" x 4½" (TYP EACH END)1ST LEVEL 2x6 DBL TOP PLATE TOHAVE MIN. 48" LAP W/ ADJACENTTOP PLT W/ MIN. (16) 10d COMMONIN LAP (TYP EACH END)1ST LEVEL 2x6 STUDSFIELD FRAMED KNEE WALL MAY BE SUBSTITUTED W/ GABLEFLOOR TRUSS W/ DBL TOP CHORD AND VERTICALS AT 16" O.C.STAIRWELL LANDING AT EXT. WALL DETAILLPLATELINE ROOF DECK2x4 NO.2 SYP BLOCKING BETWEENOUTLOOKERS. FASTEN EACHBLOCK TO ROOF DECK WITH 8dCOMMON @ 3" O.C.2x4 SYP OUTRIGGER @ 24" O.C.CLIP TO GABLE TOP CHORD WITH(1) H2.5T w/ (10) 8d x 1-12"8'-0" OR AS SHOWN ON PLAN8" MAX.8" MAX.EXTERIOR WALL/SHEATHING PER PLAN2x4 DBL TOP PLATE PER PLANGABLE ANGLE BRACING DETAIL (W/ HGA10)1) MAX. TRUSS SPACING = 24" O.C.2) OUTLOOKERS, BLOCKING & CLIPS MAY BE OMITTED FROMOVERHANG PORTION OF DETAIL FOR NON-DROPPED GABLETRUSSES W/ 9" OR LESS OVERHANGS.B45°
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2023 V1.0GABLE TRUSS TO TOP PLATE CONNECTIONSTRAP TRUSS TO WALL/HEADER W/ MSTA12W/ (8) 10d @ 48" O.C. OR TOP PLATE TOTRUSS BOTTOM CHORD W/ SDWC15600@ 48" O.C. INSTALLED VERTICALLY.FASTEN (1) SIMPSON HGA10 BRACECONNECTOR FROM THE DIAGONALBRACE TO GABLE VERTICAL2x6 NO 2 SYP DIAGONAL BRACE2x4 NO. 2 SYP BLOCK CONTINUOUSBETWEEN DIAGONAL BRACES.FASTEN TO DBL TOP PLATE W/ 10dAT 3" O.C.24" LONG 2x4 NO. 2 SYP SCABAPPLIED TO GABLE VERTICALOR BLOCKING BETWEENTRUSS WEBS W/ 10d AT 3" O.C.2x4 WALL OPTION2x6 OR GREATER DBLTOP PLATE PER PLAN2x6 NO 2 SYP DIAGONAL BRACEFASTEN (1) SIMPSON HGA10 BRACECONNECTOR FROM THE DIAGONALBRACE TO TOP PLATEWALL OPTION2x6 OR GREATER2x6 NO 2 SYP DIAGONAL BRACE(SEE PLAN FOR LENGTH)· UP TO 8FT SINGLE 2x6 ONLY· UP TO 20 FT, 2x6 W/ 2x6 T-BRACE·WHERE GABLE IS OVER 8'-0":PROVIDE AN ADDITIONAL 2x6 NO. 2SYP LATERAL PURLIN W/ 2x6 NO. 2SYP DIAGONAL BRACE AT EVERYOTHER BRACE·ATTACH 2x6 NO. 2 SYP LATERALPURLIN TO ALL GABLE END TRUSSVERTICALS W/ (5) 10d·DIAGONAL BRACE TO ATTACH TOPURLIN W/ (1) HGA10, POSITIONHGA10 SUCH THAT 3" LONG SIDE ISON DIAGONAL BRACEL OR T BRACE VERTICALREINFORCEMENT PERTRUSS ENGINEERINGSEE PLAN FOR SPACINGREQUIREMENTS : FASTEN 2x6 NO. 2SYP "T-BRACE" TO DIAGONAL BRACEW/ 10d COMMONS @ 3" O.C.2x4x8'-0" NO. 2 SYP LATERALBRACE @ 48" O.C. FASTENED TOEACH TRUSS W/ (3) 10d COMMONFACE NAIL BOTTOM CHORDTO CONTINUOUS BLOCKINGW/ 10d @ 8" O.C.TOE-NAIL BOTTOM CHORD TODBL TOP PLATE W/ 10d @ 8" O.C.·PROVIDE MIN 2x4 NO. 2 SYP BLOCKBETWEEN TRUSS TOP CHORDS W/(3) 10d TOE-NAILS @ EACH END·FASTEN 2x6 NO. 2 SYP DIAGONALBRACE TO BLOCKING W/ (6) 10d·IF ADDITIONAL DIAGONAL BRACEIS REQUIRED, FASTEN TOOPPOSITE FACE W/ (6) 10dThis item has been electronically signed and sealed by Russell T Dukes, PE on the date and/or time stamp shown using a digital signature. Printed copies of this document are not considered signed and sealed and the signature must be verified by a 3rd Party Certificate Authority on any electronic copy