|
Florida Building and Residential Codes ,
<br />6t-'� Edition (2017)
<br />Code for Design Loads
<br />BOTTOM CHORD LIVE LOAD
<br />ATTICS WITH LIMITED STORAGE. ..............
<br />20 PSF (PER FRC)
<br />BASIC WIND SPEED
<br />SPECIAL FLOOR (GAME ROOM) LOADING .... C, = 1,00
<br />DEFLECTION CRITERIA
<br />LL1240
<br />TL MAX 1" UP TO 40'SPAN
<br />NOTES:
<br />1� PORCH BEAMS AND BEAMS SUPPORTING EXTERIOR WALL
<br />ABOVE SHALL NOT EXCEED %''DEFLECTION
<br />WINDOWS AND DOORS
<br />EFFECTIVE
<br />WIND A EA
<br />RE
<br />ZONE DESIGNATION
<br />IZ - interior Zone (ps�
<br />EZ - End Zone (ps�
<br />VINYL SOFFIT MAX PRESSURE (psf)
<br />+28.6
<br />-38.3
<br />GARAGE DOOR PRESSURE
<br />+21.7
<br />-24,6
<br />END ZONE KEY MAP.
<br />EN[ZONE: END ZONES SHALL BETAKEN
<br />AGTHE 1ST4_O'PERFIGURE R3O1.3(7)
<br />END ZONE
<br />| DESIGNATION
<br />ly
<br />WHO** 712FIA,
<br />�4 0
<br />TILE ROOF
<br />MIN'V32" 32/16 SPAN RATED PLYWOOD INSTALLED WITH LONG DIMENSION
<br />0 z
<br />PERPENDICULAR TO SUPPORTS W/ 8d RING SHANK NAILS: 4" O.C. AT PANEL EDGES AND
<br />LL < (:)
<br />0 LU Z
<br />SHINGLE AND METAL ROOF
<br />MIN �46" 24/16 SPAN RATED OSB OR PLYWOOD INSTALLED WITH LONG DIMENSION
<br />0
<br />PERPENDICULAR TO SUPPORTS W/ 8d RING SHANK NAILS: 6" O_C_ AT PANEL EDGES, 12"
<br />FLOOR DECK SHEATHING:
<br />"/32" T&G OSB OR PLYWOOD W/ 10d COMMON: 6" O.0 AT PANEL EDGES, 12" O.C. IN THE
<br />(NOTE 5)
<br />FIELD.
<br />MIN %" OSB OR PLYWOOD OR CDX INSTALLED PERPENDICULAR TO SUPPORTS W/ 8d
<br />PORCH CEILING BOARD SHEATHING:
<br />COMMON: 3" O.C. AT PANEL EDGES, 12" O.C. IN THE FIELD OR MIN Y2" EXTERIOR GYPSUM
<br />CEILING BOARD, FASTEN w/ 5d x 1 %" COOLER NAIL OR NO.6 x 1114" LONG SCREWS @
<br />NOTES:
<br />1 FOR SHEATHING THICKNESS GREATER THAN '%2'CATEGORY (32/16 SPAN RATNG).USE 1OdRING SHANK NAILS |NLIEU OF8dRING
<br />SHANK NAILS. (O14O''x3''LONG).
<br />z- ZIP SHEATHING IS AN ACCEPTABLE ALTERNATE FOR APA RATED WOOD STRUCTURAL PANEL.
<br />3. ALL WOOD STRUCTURAL PANEL SHALL CONFORM TO THE MOST CURRENT APPLICABLE SPECIFICATION AND SUPPLEMENTS OF
<br />CURRENT APPROVED APA.MANF.SPECIFICATIONS.
<br />4. FLOOR FASTENERS ARE MINIMUM REQUIRED FOR DIAPHRAGM DESIGN. FOR INCREASED FLOOR PERFORMANCE AND TOHELP
<br />REDUCE SQUEAKING, 0dRING SHANK NAILS OROdSCREW NAILS ARE RECOMMENDED.
<br />5.`.'/32''PLYWOOD !G&WARRANTY LIMITATION COMMON TDTILE MANUFACTURER'S MINIMUM RECOMMENDATIONS. SHOULD WARRANTY
<br />AND INSTALLATION REQUIREMENTS ALLOW, '%2" APA RATED OSB OR EQUAL MAY BE USED TO SUPPORT TILE ROOF.
<br />O. MINIMUM STRUCTURAL ROOF SHEATHING REQUIREMENTS FOR METAL ROOF CLADDING IS SAME AS SHINGLE ROOF. SHOULD ROOF
<br />MANUFACTURER'S INSTALLATION DRAWINGS REQUIRE SPECIFIC ROOF SHEATHING EXCEEDING THE STRUCTURAL MINIMUM,
<br />CONTRACTOR SHALL PROVIDE ROOF SHEATHING IN ACCORDANCE WITH ROOFING SPECIFICATIONS.
<br />TABLE SIZE LEGENDTAFASTENERS
<br />NOTES 1, 2 3 4 PRESSURE TREATED LUMBER
<br />NOTES:
<br />1 INSTALL 1OdNAILS UNLESS OTHERWISE SPECIFIED.
<br />2. COMMON WIRE NAILS AND THREADED HARDENED STEEL NAILS
<br />SHALL CONFORM T0THE NOMINAL SIZES SPECIFIED !NA8TN
<br />F1007. NOMINAL DIAMETER SIZES APPLY TOFASTENERS
<br />BEFORE APPLICATION OFPROTECTIVE COATING.
<br />3. WHEN ABORED HOLE |8REQUIRED TOPREVENT SPLITTING OF
<br />AWOOD DUE TOFASTENER PENETRATION, THE BORED HOLE
<br />SHALL NOT EXCEED 75%OFTHE NAIL ORSPIKE DIAMETER.
<br />4. THE NOMINAL DIAMETER AND LENGTH OFTYPICAL FASTENERS
<br />SPECIFIED FOR THIS PROJECT ARE AGLISTED |NTABLE 4.
<br />PRESERVATIVE
<br />FASTENER TYPE
<br />ACZA
<br />STANDARD CARBON STEEL
<br />SODIUM BORATE (NOTE 1)
<br />STAINLESS CONNECTORS AND
<br />FASTENERS REQUIRED.
<br />CONNECTORS MUST HAVE
<br />ALL OTHER PT
<br />Z-MAX, G120 OR TRIPLE ZINC
<br />(INCLUDING ACQ & MCQ)
<br />COATED FINISH.
<br />ALL FASTENERS MUST BE HOT
<br />DIPPED GALVANIZED.
<br />NOTES:
<br />1 SILL PLATES W/ SODIUM BORATE TREATMENTS BEARING ON
<br />CONCRETE OVER VAPOR BARRIER ARE NOT DIRECTLY
<br />EXPOSED TOEARTH DRWEATHER AND HAVE BEEN PROVEN
<br />TOBENON-CORROSIVE T0CARBON STEEL FASTENERS.
<br />CONCRETE AND FOUNDATION NOTES
<br />1. CONCRETE COMPRESSIVE STRENGTH FOR FOOTmGS~2.5OOPSI AT28DAYS (UN{).
<br />2. CONCRETE COMPRESSIVE STRENGTH FOR SLAB =2.580PSI AT20DAYS (UN[).
<br />3. ALL REINFORCING STEEL #3 AND BIGGER SHALL BE ASTM A615 GRADE 40 DEFORMED BARS (UNO).
<br />4. ALL REINFORCING STEEL SHALL HAVE 90 DEGREE BEND AT CORNERS WITH A 24" LAP. 24" LONG #4 BAR IS RECOMMENDED TO BE
<br />INSTALLED ATALL REENTRANT CORNERS.
<br />5. F|8ERMESH}OANACCEPTABLE ALTERNATIVE AND SHALL NOT REQUIRE VVYVF. FIBER LENGTHS SHALL 8E%^TO2^|NLENGTH.
<br />DOSAGE AMOUNTS SHALL RANGE FROM 0.75 TO 1.5 POUNDS PER CUBIC YARD IN ACCORDANCE WITH THE MANUFACTURER'S
<br />RECOMMENDATIONS. SYNTHETIC FIBERS SHALL COMPLY WITH A8TMC1110. THE MANUFACTURER ORSUPPLIER SHALL PROVIDE
<br />CERTIFICATION OFCOMPLIANCE WHEN REQUESTED BYTHE BUILDING OFFICIAL.
<br />0. MASONRY 8TEMVVALLAND MONOLITHIC FOOTING ARE INTERCHANGEABLE.
<br />7. EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 2,000 psf IN
<br />ACCORDANCE WITH TABLE R401,4.1. AND SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS.
<br />COMPACT THE FILL IN 12" LIFTS TO AT LEAST 95% OF MODIFIED PROCTOR MAXIMUM DRY DENSITY. |T|STHE OWNER'S OR
<br />CONTRACTOR'S RESPONSIBILITY TDCONFIRM THESE ASSUMPTIONS.
<br />8. CONCRETE FLOOR SLABS ON GRADE SHALL BE INSTALLED OVER A MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH
<br />JOINTS LAPPED 6" AND SEALED OVER CLEAN, COMPACTED EARTH OR FILL. WITH APPROVED CHEMICAL SOIL TREATMENT FOR
<br />PREVENTION OFSUBTERRANEAN TERMITES.
<br />8. STEMWALLS OVER 4 COURSES TALL REQUIRE SPECIAL ATTENTION TO BRACING DURING CONSTRUCTION. CONTACT ENGINEER
<br />OF RECORD |FTHIS CONDITION EXISTS,
<br />10. TO CONTROL CRACKING, CUT 1" SAWCUTS IN THE SLAB IN A 15'x15'GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT.
<br />CONTACT EOR FOR ALTERNATIVE METHODS. CONTROL JOINTS ARE NOT REQUIRED WHEN VAIVF OR FIBERMESH ARE INCLUDED
<br />WITH CONCRETE WORK.
<br />11 DONOT SCALE FOOTING DIMENSIONS AND LOCATIONS FROM THE FOUNDATION PLAN. DONOT DETERMINE FOOTING LOCATION
<br />FROM ARCHITECTURAL PLANS 0RFRAMING PLAN. |FFOOTING SIZE ORLOCATION |8NOT DETERMINATE FROM USE DF
<br />FOUNDATION PLAN ALONE, CONTACT THE ENGINEER OFRECORD.
<br />PRE-ENGINEERED TRUSSES & I -JOISTS
<br />1 ROOF OR FLOOR TRUSSES FABRICATED TO ACHIEVE THE ROOF PLANES DEPICTED ON THE ARCHITECTURAL PLANS SHALL BE
<br />DESIGNED UNDER THE SUPERVISION OF A REGISTERED FLORIDA PROFESSIONAL ENGINEER. ENGINEERING SHOP DRAWINGS
<br />SHALL BE PREPARED IN ACCORDANCE WITH ANSI/TP1 AND SUBMITTED TO THE ENGINEER OF RECORD FOR APPROVAL PRIOR TO
<br />FABRICATION. DESIGN CRITERIA |GLOCATED ONSHEET 8T-1OFTHE PLAN SET. TEMPORARY BRACING SHALL BETHE
<br />RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE LEFT IN PLACE AFTER CONSTRUCTION IS COMPLETE.
<br />2. TRUSSES OR I -JOISTS SHALL BE DESIGNED TO MATCH THE ORIENTATION, SPAN DIRECTION, SPACING, BEARING LOCATION AND
<br />NAMING CONVENTION OFTHE LAYOUT SHOWN HERE.
<br />3. THE TRUSS ENGINEER SHALL PROVIDE ALL TRUSS TO TRUSS CONNECTION DESIGN AND SPECIFICATIONS AND SUBMIT THEM
<br />UNDER SIGN AND SEAL WITH THE TRUSS SHOP DRAWINGS.
<br />4 TRUSS UPLIFTS HAVE BEEN CALCULATED BY THE ENGINEER OF RECORD AND TAKEN INTO CONSIDERATION DURING THE DESIGN
<br />OFTHE UPLIFT RESTRAINT SYSTEM FOR THIS STRUCTURE. A8SUCH, THE REPORTED UPLIFTS ONTHE TRUSS SHOP DRAWINGS
<br />MAY 8EDISREGARDED.
<br />5 I -JOISTS FABRICATED TO ACHIEVE THE FLOOR PLANS DEPICTED ON THE ARCHITECTURAL PLANS SHALL BE DESIGNED AND
<br />SUBMITTED TO THE ENGINEER OF RECORD FOR APPROVAL PRIOR TO FABRICATION AND INSTALLATION.SEE DESIGN CRITERIA,
<br />THIS SHEET,
<br />CONNECTORTABLE 7: METAL
<br />NOTEG2. 14
<br />USP & SIMPSON CONNECTORS IN CORRESPONDING ROWS BELOWARE EQUAL
<br />ALTERNATIVES AND MAY BE CONSIDERED INTERCHANGEABLE
<br />SIMPSON
<br />SIMPSON FASTENERS
<br />LISP
<br />LISP FASTENERS
<br />SIMPSON
<br />SIMPSON
<br />FASTENERS
<br />USP
<br />USP FASTENERS
<br />DTT2Z
<br />IN STUD Y2" 0 X 4 Y2"
<br />WOOD SCREWS IN STUD
<br />(9) 10d COMMON
<br />(9) 1 Od
<br />(NOTE 2)
<br />EMBED EPDXY OR
<br />DTB-TZ
<br />% 0 x 4%." EMBED EPDXY
<br />CS18
<br />EACH END
<br />CS20
<br />COMMON
<br />SCREW ANCHOR
<br />OR SCREWANCHOR
<br />EACH END
<br />(NOTE2)
<br />§8" 0 x6" EMBED ANCHOR
<br />0 x 6" EMBED ANCHOR
<br />EACH END
<br />EACH END
<br />IN CONCRETE
<br />IN CONCRETE
<br />HTT5
<br />STUD/BEAM/TRUSS
<br />HTT45
<br />STUD/BEAM/TRUSS
<br />MSTA24
<br />(9) 10d COMMON
<br />MSTA24
<br />(9) 10d COMMON
<br />(NOTE 2)
<br />�8" 0 x 6" EMBED ANCHOR
<br />0 x 6" EMBED ANCHOR
<br />EACH END
<br />EACH END
<br />IN CONCRETE
<br />IN CONCRETE
<br />HDQ8-SDS3
<br />IN STUD GROUP
<br />PHD8
<br />GROUP-1/8" 0 x 12" EMBED
<br />MSTA36
<br />(13) 1 Od COMMON
<br />MSTA36
<br />(13) 1 Od COMMON
<br />0 x 12" EMBED
<br />ANCHOR IN CONCRETE
<br />EACH END
<br />EACH END
<br />ANCHOR IN CONCRETE
<br />META12
<br />4" WET EMBED IN
<br />HTA16-18
<br />4" WET EMBED IN
<br />MSTAM36
<br />WOOD FRAMING
<br />MSTAM36
<br />WOOD FRAMING
<br />GROUTED BLOCK WALL
<br />GROUTED BLOCK WALL
<br />(4) W' x 2 %" TITEN
<br />(5) Y4" x 2 %" TAPCON IN
<br />SCREWS IN MASONRY
<br />MASONRY
<br />META20
<br />4" WET EMBED IN
<br />HTA20-18
<br />4" WET EMBED IN
<br />HTS20
<br />TRUSS/RAFTER
<br />HTW20
<br />TRUSS/RAFTER
<br />GROUTED BLOCK WALL
<br />GROUTED BLOCK WALL
<br />(11) 10d x I Y2" IN
<br />(11) 1 Od x I %" IN
<br />STUD
<br />STUD
<br />ABU44
<br />(12) 16d COMMON NAILS
<br />PAU44
<br />(12) 16d COMMON NAILS
<br />HTSM20
<br />TRUSSIRAFTER
<br />HTWM20
<br />TRUSS/RAFTER
<br />STUD
<br />OR EQUIVALENT IN STUD
<br />ABU66
<br />%" 0 x 7" EMBED EPDXY
<br />PAU66
<br />§8" 0 x 7" EMBED EPDXY
<br />H2.5T/
<br />TRUSS
<br />RT71
<br />TRUSS
<br />DOOR RETURNS)
<br />DOOR RETURNS)
<br />TOP PLATE
<br />TOP PLATE
<br />HUC48,
<br />HEADER
<br />HD481F,
<br />HEADER
<br />HS
<br />TRUSS
<br />RT8A
<br />TRUSS
<br />HUC28-2
<br />HD28-21�
<br />TOP PLATE
<br />TOP PLATE
<br />H UC41 0,
<br />HEADER
<br />HD4101F,
<br />HEADER
<br />TRUSS/RAFTER
<br />TRUSS/RAFTER
<br />LGT2
<br />LUGT2
<br />HUC210-2
<br />BEAM
<br />HD210-21F
<br />BEAM
<br />SCREWS IN MASONRY
<br />OR EQUIVALENT
<br />HEADER
<br />HD212-21F
<br />HEADER
<br />(10) 10d COMMON IN BEAM
<br />(10) 10d COMMON IN BEAM
<br />LGT 3
<br />IN WALL F RAMING
<br />LUGT3
<br />FRAMING
<br />(4)%" x 1 W SDS SCREW
<br />(4) Y4"x1Y2" WS 15 SCREWS
<br />IN TRUSS
<br />IN TRUSS
<br />IN TRUSS/RAFTER
<br />IN TRUSS/ RAFTER
<br />IN TOP PLATE
<br />IN TOP PLATE
<br />SDWC14500, SDWC15600
<br />NO USP EQUIVALENT
<br />HGAM10KTA
<br />IN TRUSS/RAFTER
<br />IN TRUSS/ RAFTER
<br />L_
<br />IN MASONRY
<br />OR EQUIVALENT IN
<br />MASONRY
<br />NOTES:
<br />1 REFER TO FRAMING NOTES THIS SHEET FOR ACRYLIC -TIE INSTALLATION SPECIFICATIONS.
<br />2. PRODUCTS SELECTED USING G|MPGON2O17-2O18CATALOG. PRODUCTS MAY BESUBSTITUTED WITH EQUAL 0RBETTER APPROVED ALTERNATES,
<br />3. REFER TOG|MPGONCATALOG FOR ADDITIONAL INSTALLATION INSTRUCTIONS.
<br />4. IF CONNECTOR IS NOT LISTED ABOVE, CONTACT EOR FOR SPECIFIC FASTENING REQUIREMENTS.
<br />5. POSITIVE PLACEMENT GUN NAILS, 21/2'LONG, WITH EQUIVALENT DIAMETER TOCOMMON NAILS SPECIFIED ABOVE MAY BEUSED FOR
<br />ABUPOST BASE ANCHORS. C81O.AND MGTAFLAT STRAPS.
<br />8. MASONRY APPLICATION REQUIRE EQUIVALENT NUMBER OF TITEN ANCHORS IN LIEU OF 16d NAILS TO HDR CONNECTION. CMU REQUIRES
<br />Y4'0x2�/�^TITEN8ILO 10d.CONCRETE REQUIRES EQUIVALENT NUMBER OFX;'0x1'/4'T|TENSILO 1Od.
<br />1 ALL MASONRY UNITS SHALL HAVE f m = 1,500 PSI AND SHALL ERECTED IN RUNNING BOND WITH TYPE M OR S MORTAR OVER FULL
<br />BED.
<br />2. ENGINEER OF RECORD RECOMMENDS, BUT DOES NOT REQUIRE, ALL RUNNING BOND MASONRY WALLS TO BE EQUIPPED w/ 9
<br />GAUGE LADDER TYPE HORIZONTAL JOINT REINFORCEMENT ATEVERY OTHER COURSE,
<br />3 SHOULD LIMITED AREAS OF STACK BOND MASONRY EXIST, EVERY OTHER COURSE SHALL BE EQUIPPED w/ 9 GAUGE LADDER
<br />TYPE HORIZONTAL JOINT REINFORCEMENT
<br />4 ALL GROUT TOMIXED PER ASTMC4T0STANDARDS. fo=250OPG|
<br />5. VERTICAL WALL REINFORCING TO8EA8TMAO15GRADE OOREBAR
<br />0. LAPS BETWEEN VERTICAL REINFORCING AND DOWELS TO8E25"
<br />7 VERTICAL REINFORCING T0HAVE 1O^STANDARD HOOK INTO BOND BEAM. DOWEL TOHAVE 1O''STANDARD HOOK INTO FOOTING.
<br />8 PRE -CAST MASONRY LINTELS: SEE "TYPICAL PRE -CAST LINTEL OPTIONS" DETAIL ON STRUCTURAL DETAIL SHEET.
<br />9 PROVIDE MOISTURE BARRIER FOR ALL UNTREATED LUMBER IN CONTACT WITH MASONRY OR CONCRETE.
<br />_
<br />Z�
<br />m
<br />��_��c_"n�
<br />LEGEND
<br />�
<br />�
<br />OR
<br />',]R.SHALL MEAN THAT EITHER OPTION PROVIDED |GANEQUAL
<br />ALTERNATIVE FOR THE APPLICATION SHOWN
<br />UNO
<br />UNLESS NOTED OTHERWISE DNPLAN ORDETAIL
<br />EOR
<br />ENGINEER 0FRECORD
<br />EYV
<br />EACH WAY
<br />O88
<br />ORIENTED STRAND BOARD
<br />VV8P
<br />WOOD STRUCTURAL PANEL
<br />'«
<br />8YP
<br />SOUTHERN YELLOW PINE
<br />w�
<br />8PF
<br />' -
<br />SPRUCE -PINE -FUR
<br />r-
<br />ry
<br />CUNT
<br />CONTINUOUS
<br />00
<br />D.C.
<br />ON CENTER
<br />L8L
<br />1.55ETiMBERGTRANDLGLENGINEERED LUMBER, 13/4^WIDE, UNO.
<br />m
<br />(3yS'VNDELGLBEAMS ARE EQUIVALENT TD2-PLY1Y{''BEAM)
<br />'
<br />LVL
<br />2OEM|CROLLAMLVLENGINEERED LUMBER, 1|{''WIDE
<br />r-
<br />PSL
<br />28EPARRALLAMP8LENGINEERED LUMBER, 8%^WIDE, UND,
<br />�-
<br />GYG42
<br />PROPERLY RATED OPEN WEB HEADER
<br />N
<br />rn
<br />_j
<br />INTERIOR ROOF LOAD BEARING WALL, SPECIFICATIONS
<br />LL
<br />OUTLINED DmTYPICAL WALL SECTIONS, DETAIL SHEETSILLI
<br />-
<br />INTERIOR BEARING WALL WITH N0UPLIFT. NVUPLIFT ANCHORS REQUIRED. MINIMUM
<br />_�
<br />BOTTOM PLATE ANCHORAGE |Si{''ANCHOR @8''O''0.0 (UNOONFRAMING PLAN DR
<br />GVVSPECIFICATIONS)
<br />z
<br />STRUCTURAL WOOD BEAM
<br />STUD COLUMN KEYNOTE
<br />NUMBER OFSDVVC15OOOCONNECTING TOP PLATE TDSTUDS,
<br />-�
<br />-
<br />o
<br />NUMBER DFSTUDS BELOW BEAM/GIRDER TRUSS. STUDS
<br />c:)
<br />TOMATCH WALL FRAMING SIZE AND GRADE, VNO.
<br />r-
<br />0
<br />-
<br />ADD|T0NALCLARITY FOR THE LOCATION OFTHE STUD COLUMN
<br />F__
<br />]
<br />2 ANCHOR
<br />UD
<br />BOTTOM OFSTUD COLUMN CONNECTION
<br />1ST LEVEL STUD COLUMN: HOLDDOVVNREQUIRED KTBASE OFCOLUMN
<br />0
<br />>_j
<br />ZNDLEVEL STUD COLUMN: STRAPPING REQUIRED FROM 2NDLEVEL
<br />COLUMN TO1STLEVEL 8TUD8/HEADER/BEAM
<br />co
<br />'y\NCH0R''REQUIRES BOTTOM PLATE ANCHOR WITHIN J^OFSTUD COLUMN
<br />LLI
<br />NUMBER OFSDVVC15450CONNECTING STUDS TOBOTTOM PLATE
<br />CK
<br />HEADER STRAPPING KEYNOTE
<br />0
<br />NUMBER OFSTRAPS CONNECTING HEADER TDJACK STUD
<br />U)
<br />TYPE 0FSTRAP CONNECTING HEADER TDJACK STUD
<br />0
<br />KING/JACK GROUP BOTTOM CONNECTION
<br />0
<br />1ST LEVEL STUD GROUP: HOLQDOVVNREQUIRED ATBASE 0FSTUD GROUP
<br />T7_
<br />2NDLEVEL STUD COLUMN: STRAPPING REQUIRED FROM 2NDLEVEL STUD
<br />UJ
<br />GROUP T01OTLEVEL GTUDG/HEADER/8EAM.
<br />O�
<br />NUMBER OFHOLQB0VVNS/STRAPSATBASE OFKING/JACK GROUP
<br />NON -BEARING HEADER FRAMING KEYNOTE
<br />NUMBER OFKING STUDS EACH SIDE OFOPENING
<br />'-
<br />LO
<br />HEADER MAY 8EFRAMED AGNON BEARING HEADER DUE T0LIGHTLY
<br />/~
<br />^"""="^u"=.,u..on"v.c 0
<br />NUMBER OFKING STUDS EACH SIDE 0FOPENING
<br />LIJ
<br />NUMBER OFJACK STUDS EACH SIDE 0FOPENING
<br />z
<br />DEPTH VFLOAD-BEARING #2SYPHEADER
<br />ZJ
<br />NUMBER OFPLIES |NHEADER
<br />co
<br />ci�
<br />ENGINEERED LUMBER HEADER FRAMING KEYNOTE
<br />UU
<br />NUMBER OFKING STUDS EACH SIDE 0FOPENING
<br />z
<br />[-HEADER
<br />NUMBER OFJACK STUDS EACH SIDE 0FOPENING
<br />_
<br />z
<br />MATERIAL (LSL, LVL, PSL. OROYG42)
<br />UJ
<br />DEPTH OFLOAD-BEARING EVVPHEADER
<br />[]
<br />NUMBER OFPLIES |NHEADER (1-/4''VNDEUNO)HEADER
<br />--
<br />O�
<br />FRAMING
<br />i
<br />LL
<br />1 ALL HEADER JACK AND KING GTUIDS SHALL BEFASTENED TOEACH OTHER WITH (2)ROWS 1Od@O''0C
<br />z
<br />STAGGERED.
<br />0
<br />2. DUE TDLIGHTLY LOADED CONDITIONS, 48''ORLESS CLEAR -OPENINGS |NAN
<br />EXTERIOR VVALLDONOT REQUIRE LOAD BEARING HEADER, SEE PLAN
<br />'
<br />3. FASTEN ALL MULTI -PLY HEADERS TOGETHER WITH (2) ROWS 10d @ 8" O.C., STAGGERED ALONG EACH EDGE.
<br />Of
<br />4. FASTEN ALL HEADERS TDKING STUDS WITH (3)8dTOE NAILS
<br />5, IFHEADERNOT SPECIFIED, CONTACT ENGINEER DFRECORD.
<br />0 UNODNPLAN, MIN (1)SDVVC156O0TOP PLTTOKING STUD AND (1)GDVVC15450KING STUD T0BOTTOM PLATE
<br />CONNECTION REQUIRED EACH SIDE OF OPENING (NO CONNECTION REQUIRED FOR OPENINGS AT FIRST
<br />0
<br />C)
<br />FLOOR HEADER WHEN A2ND LEVEL FLOOR SYSTEM !S ABOVE,
<br />7 TOP PLATE TO HEADER CONNECTION PER ONE OF THE FOLLOWING (NO CONNECTION REQUIRED FOR
<br /><
<br />OPENINGS 39" OR LESS, OR AT FIRST FLOOR HEADERS WHEN A 2ND LEVEL FLOOR SYSTEM IS ABOVE:
<br />[]
<br />°ODVVC15OOV0yMAX 32^OCA8SHOWN, "ALTERNATE SECTION (HEADER8).ST'5
<br />°SPHw/(12)18dx11}8''8g16^O.C.DR
<br />0
<br />~D8P*y(14)1Udxl'yi''@16"O.C.IUR
<br />U_
<br />= FASTEN TRUSS DIRECTLY TOHEADER w/MT8ORHTGwY(14)1Odx1�2"(OR EQUAL APPROVED 8YEOR).
<br /><
<br />8. CRIPPLE BLOCKS BELOW LOAD -BEARING HEADERS MAY BEFRAMED AT24'O.C.
<br />-
<br />CJ
<br />z
<br />FRAMING NOTES
<br />1. SIMPSON ACRYLIC -TIE ADHESIVE OR EQUAL SHALL BE USED IN ALL DRILLED AND EPDXIED ANCHOR APPLICATIONS .
<br />ANCHOR BOLT, THREADED ROD, OR DOWELED REINFORCING STEEL MAY BE EMBEDDED TO THE SPECIFIED DEPTH, IN 0
<br />AHOLE A@SPECIFIED BYMANF(TYPICALLY 1/10''T31/G^GREATER THAN SPECIFIED ANCHOR D|AMETER).
<br />z
<br />ADHESIVE/EPDXY MUST FILL THE HOLE /NTHE CONCRETE AND WOOD BOTTOM PLATE. MANUFACTURER'S
<br />][
<br />SPECIFICATIONS MUST 8EFOLLOWED FOR PROPER INSTALLATION.
<br />2 ALL LUMBER SPECIFIED ONDRAVVNg8|�|NTENDEDFVRDRYU8E0NLYUN0ALLVVATERPROOF|N8ANDF|RE8AFE7Lu
<br />�
<br />.
<br />SYSTEMS ARE THE RESPONSIBILITY DFTHE CONTRACTOR AND ARE TOBEDESIGNED AND DETAILED BYOTHER.
<br />�-
<br />3. ALL METAL CONNECTORS SPECIFIED ON PLAN ARE IN ADDITION TO FRAMING FASTENER REQUIREMENTS LISTED IN
<br />x
<br />TABLE 230491
<br />~~
<br />CL
<br />4 BEAMS IDENTIFIED BYNUMBER ONPLAN ARE T08EPROVIDED BYTRUSS MANUFACTURER.
<br /><
<br />5, FASTEN ALL MULTI -PLY STUD COLUMNS AND CORNERS TOGETHER WITH (2) ROWS 1 Od @ 8" O.C.STAGGERED.
<br />UPPER LEVEL MULTI -PLY STUD GROUPS BELOW ALL GIRDER LOCATIONS TO BE CONTINUOUS THROUGH FLOOR
<br /><
<br />SYSTEM TOFOUNDATION. (NOT REQUIRED BELOW HEADER JACK/K|NGSTUD GROUPS)
<br />-�
<br />5 FASTEN ALL STUDS TO BOTTOM AND TOP PLATES WITH (4)8d TOE NAILS OR (2)16d COMMON END NAILS.
<br />7 FASTEN ALL TRUSSES AND RAFTERS TOTOP PLATES WITH (3)BdTOE NAILS.
<br />c0
<br />0 ALL MULTI -PLY TRUSS GIRDERS AND BEAMS TO HAVE SOLID STUD GROUP BELOW MATCHING GIRDER OR BEAM
<br />[]
<br />THICKNESS AND MATCHING WALL STUD SPECIFICATIONS AS NOTED ON STRUCTURAL PLAN, UNO.UU
<br />8 EXTERIOR WALL DESIGN ASSUMES CONTINUOUSLY SHEATHED WITH DSBORPLYWOOD
<br />z
<br />true design studios
<br />~
<br />3=
<br />9000REGENCY SQUARE BLVD. (m
<br />SUITE 1UO'JACN8OWV|LLE,FL��2�11 mn
<br />�
<br />�
<br />04ft*H0ff0N
<br />Al A
<br />Uj
<br />Abboft Park
<br />LOT054-03-A []
<br />_
<br />PROJECT NO: LU
<br />2019.007603 0
<br />UL
<br />__--'_---------- _---- --------- -------------------------------- 0
<br />DRAWN: CRD
<br />uxxo: -^
<br />EAF 0
<br />W
<br />09
<br />' i5
<br />~~ �� .
<br />z
<br />09119/2019 ._
<br />REVISIONS: UU
<br />No. Descriptionj Date
<br />F-
<br />0
<br />0
<br />
|