|
L
<br />DESIGN CRITERIA AND LOADS
<br />TABLE 2: WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS
<br />NI(ITFC I A
<br />TABLE 7: METAL CONNECTOR SCHEDULE
<br />NU I t5 2, 3, 4
<br />I r:f_2CnIR
<br />N
<br />Building Code
<br />Florida Building and Residential Codes ,
<br />6`h Edition (2017)
<br />_Code for Desiqn Loads
<br />ANSI/ASCE 7
<br />ROOF LOADING' ...............................................
<br />Cd = 1.25
<br />TOP CHORD LIVE LOAD..................................20
<br />PSF
<br />TOP CHORD DEAD LOAD................................7
<br />PSF (TILE = 15 PSF)
<br />BOTTOM CHORD LIVE LOAD
<br />ATTICS WITH LIMITED STORAGE ...............
<br />20 PSF (PER FRC)
<br />ATTICS WITHOUT STORAGE .......................10
<br />PSF
<br />(NON -CONCURRENT)
<br />BOTTOM CHORD DEAD LOAD..........
<br />5 PSF
<br />WINDLOADING .................................................
<br />Cd 1,60
<br />ASCE 7-10, 3S GUST........................................139
<br />MPH
<br />BASIC WIND SPEED
<br />EXPOSURE CATEGORY .................................
<br />C
<br />BUILDING CATEGORY. .............. _ .... __ ........
<br />_ 11
<br />ENCLOSURE CLASSIFICATION ......................
<br />ENCLOSED
<br />INTERNAL PRESSURE COEFF ........................0.18
<br />C&C DESIGN PRESSURES..............................(SEE
<br />TABLE 1)
<br />FLOOR LOADING ......... ....... ..... ...... ..... ..............Cd
<br />= 1.00
<br />TOP CHORD LIVE LOAD..................................40
<br />PSF
<br />TOP CHORD DEAD LOAD................................10
<br />PSF
<br />BOTTOM CHORD LIVE LOAD..........................0
<br />PSF
<br />BOTTOM CHORD DEAD LOAD........................5
<br />PSF
<br />SPECIAL FLOOR (GAME ROOM) LOADING .... Cd = 1.00
<br />TOP CHORD LIVE LOAD ..................................
<br />60 PSF
<br />TOP CHORD DEAD LOAD................................10
<br />PSF
<br />BOTTOM CHORD LIVE LOAD ...........................0
<br />PSF
<br />BOTTOM CHORD DEAD LOAD........................5
<br />PSF
<br />MAXIMUM FLOOR TRUSS SPACING...............16"
<br />O.C.
<br />DEFLECTION CRITERIA
<br />LL / 240
<br />ROOF TRUSSES ..............................................
<br />TL / 180
<br />TL MAX 1" UP TO 40' SPAN
<br />LL / 480
<br />TL / 360
<br />OPEN WEB FLOOR TRUSSES .......................
<br />LL / 480
<br />TL/240
<br />WOOD I JOISTS ...............................................
<br />TL MAX '/2"
<br />LL / 360
<br />BEAMS'........................................................
<br />TL / 240
<br />NOTES:
<br />1. PORCH BEAMS AND BEAMS SUPPORTING EXTERIOR WALL
<br />ABOVE SHALL NOT EXCEED Y4' DEFLECTION
<br />TABLE 1: COMPONENT AND
<br />CLADDING DESIGN PRESSURES
<br />WINDOWS AND DOORS
<br />EFFECTIVE
<br />WIND AREA
<br />ZONE DESIGNATION
<br />IZ - Interior Zone (psf)
<br />EZ - End Zone (psf)
<br />0 - 20 ft2
<br />+28.54 -30.96
<br />+28.54
<br />-38.22
<br />21 - 50 ft2
<br />+27.17 -29.59
<br />+27.17
<br />-35.47
<br />51 - 100 ft2
<br />+25.52 -27.94
<br />+25.52
<br />-32.17
<br />101 - 200 ft2
<br />+24.25 -26.67
<br />+24.25
<br />-29.64
<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 />END ZONE: END ZONES SHALL BE TAKEN
<br />AS THE 1ST 4.0' PER FIGURE R301.2 (7)
<br />L
<br />I�1
<br />4.0 F
<br />1 ST FIA O R (T'P)
<br />END ZONE
<br />DESIGNATION
<br />p C7
<br />STUCCO AND DIRECTLY
<br />MIN'%2" 32i16 SPAN RATED OSB OR PLYWOOD INSTALLED VERTICALLY OR (%6" 24/16
<br />ADHERED STONE
<br />INSTALLED HORIZONTALLY) W/ 8d COMMON: 6" 0 C. AT PANEL EDGES, 12" O.C. IN THE
<br />� F- N
<br />Q
<br />(NOTE 6)
<br />FIELD. 2x4 BLOCKING IS RECOMMENDED AT UNSUPPORTED PANEL EDGES.
<br />X w
<br />-
<br />- -- -
<br />U Z
<br />ALL OTHER VENEER
<br />MIN '/;6 " 24/16 SPAN RATED OSB OR PLYWOOD INSTALLED VERTICAL OR HORIZONTAL
<br />8)
<br />W/ 8d COMMON: 6" O.C. EDGES AND FIELD (UNBLOCKED HORIZONTAL PANEL EDGES);
<br />Q(NOTE
<br />6" O.C. AT PANEL EDGES, 12" O.C. IN FIELD (BLOCKED HORIZONTAL PANEL EDGES)
<br />MIN'%32" 32/16 SPAN RATED PLYWOOD INSTALLED WITH LONG DIMENSION
<br />x c9
<br />z
<br />w
<br />TILE ROOF
<br />(NOTE 7)
<br />PERPENDICULAR TO SUPPORTS W/ 8d RING SHANK NAILS: 4" O.C. AT PANEL EDGES AND
<br />o w
<br />8" O C IN THE FIELD
<br />LL
<br />0 w
<br />SHINGLE AND METAL ROOF
<br />MIN 16" 24/16 SPAN RATED OSB OR PLYWOOD INSTALLED WITH LONG DIMENSION
<br />0 v
<br />(NOTE 9)
<br />PERPENDICULAR TO SUPPORTS W/ 8d RING SHANK NAILS: 6" O.C. AT PANEL EDGES, 12"
<br />O.C. IN THE FIELD.
<br />FLOOR DECK SHEATHING:
<br />2%2" 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 Y8" 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 %" EXTERIOR GYPSUM
<br />CEILING BOARD. FASTEN w/ 5d x 1 /8" COOLER NAIL OR NO.6 x 1 %4" LONG SCREWS @
<br />4" O.C. EDGES, 8" 0 C. FIELD
<br />NOTES:
<br />1. FOR SHEATHING THICKNESS GREATER THAN 16/2" CATEGORY (32/16 SPAN RATING), USE 10d RING SHANK NAILS IN LIEU OF 8d RING
<br />SHANK NAILS. (0 148" x 3" LONG).
<br />2. COMMON NAILS IN WALL SHEATHING MAY BE SUBSTITUTED'W/ 8d GALVANIZED BOX NAILS.
<br />3. ZIP WALL SHEATHING IS AN ACCEPTABLE ALTERNATE FOR APA RATED WOOD STRUCTURAL PANEL.
<br />4. ALL WOOD STRUCTURAL PANEL SHALL CONFORM TO THE MOST CURRENT APPLICABLE SPECIFICATION AND SUPPLEMENTS OF
<br />CURRENT APPROVED APA.MANF. SPECIFICATIONS.
<br />5. FLOOR FASTENERS ARE MINIMUM REQUIRED FOR DIAPHRAGM DESIGN FOR INCREASED FLOOR PERFORMANCE AND TO HELP
<br />REDUCE SQUEAKING, 8d RING SHANK NAILS OR 8d SCREW NAILS ARE RECOMMENDED.
<br />6. 1%2" 32/16 SPAN RATED OSB OR PLYWOOD WITH BLOCKED PANEL EDGES IS AN APA RECOMMENDATION PER APA TECHNICAL
<br />BULLETIN Q370 WHEN STUCCO LATH IS ATTACHED DIRECTLY TO OSB OR PLYWOOD.. SHOULD BUILDER SPECIFICATIONS ALLOW, MIN
<br />STRUCTURAL REQUIREMENTS ARE 16" 24/16 SPAN RATING INSTALLED HORIZONTALLY OR VERTICALLY PER FLEXIBLE VENEER WALL
<br />SPECIFICATIONS. INCLUDES FULL AND PARTIAL HEIGHT VENEER APPLICATIONS.
<br />7. 15/2" PLYWOOD IS A WARRANTY LIMITATION COMMON TO TILE MANUFACTURER'S MINIMUM RECOMMENDATIONS. SHOULD WARRANTY
<br />AND INSTALLATION REQUIREMENTS ALLOW 15/2" APA RATED OSB OR EQUAL MAY BE USED TO SUPPORT TILE ROOF.
<br />8. WOOD STRUCTURAL PANEL MAY BE INSTALLED VERTICALLY OR HORIZONTALLY W/ UNBLOCKED HORIZONTAL PANEL EDGES.
<br />9. 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 4: NAIL SIZE LEGEND
<br />NOTES 1. 2. 3. 4
<br />DIAMETER
<br />LENGTH j
<br />8d COMMON
<br />0.131"
<br />-2-%"
<br />8d RINGSHANK
<br />10d x 1-'/z"
<br />0.148"
<br />1-'/2,
<br />10d
<br />0.131"
<br />3"
<br />10d COMMON
<br />0.148"
<br />3"
<br />12d COMMON
<br />0.148"
<br />3-'/4'
<br />16d SINKER
<br />0.148"
<br />16d COMMON
<br />0.162"
<br />1 3_'/"
<br />TABLE 5: FASTENERS IN
<br />PRESSURE TREATED LUMBER
<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 />Z-MAX, G120 OR TRIPLE ZINC
<br />ALL OTHER PT
<br />COATED FINISH.
<br />(INCLUDING ACQ & MCC)
<br />ALL FASTENERS MUST BE HOT
<br />DIPPED GALVANIZED.
<br />NOTES:
<br />1. INSTALL 10d NAILS UNLESS OTHERWISE SPECIFIED.
<br />NOTES:
<br />2. COMMON WIRE NAILS AND THREADED HARDENED STEEL NAILS
<br />1. SILL PLATES W/ SODIUM BORATE TREATMENTS BEARING ON
<br />SHALL CONFORM TO THE NOMINAL SIZES SPECIFIED IN ASTM
<br />CONCRETE OVER VAPOR BARRIER ARE NOT DIRECTLY
<br />F1667. NOMINAL DIAMETER SIZES APPLY TO FASTENERS
<br />EXPOSED TO EARTH OR WEATHER AND HAVE BEEN PROVEN
<br />BEFORE APPLICATION OF PROTECTIVE COATING.
<br />TO BE NON -CORROSIVE TO CARBON STEEL FASTENERS.
<br />3. WHEN A BORED HOLE IS REQUIRED TO PREVENT SPLITTING OF
<br />A WOOD DUE TO FASTENER PENETRATION. THE BORED HOLE
<br />SHALL NOT EXCEED 75% OF THE NAIL OR SPIKE DIAMETER.
<br />4. THE NOMINAL DIAMETER AND LENGTH OF TYPICAL FASTENERS
<br />SPECIFIED FOR THIS PROJECT ARE AS LISTED IN TABLE 4.
<br />CONCRETE AND FOUNDATION NOTES
<br />1 CONCRETE COMPRESSIVE STRENGTH FOR FOOTINGS= 2,500 PSI AT 28 DAYS (UNO).
<br />2. CONCRETE COMPRESSIVE STRENGTH FOR SLAB = 2.500 PSI AT 28 DAYS (UNO).
<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 AT ALL REENTRANT CORNERS.
<br />5. FIBERMESH IS AN ACCEPTABLE ALTERNATIVE AND SHALL NOT REQUIRE WWF. FIBER LENGTHS SHALL BE '/2" TO 2" IN LENGTH.
<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 ASTM C1116. THE MANUFACTURER OR SUPPLIER SHALL PROVIDE
<br />CERTIFICATION OF COMPLIANCE WHEN REQUESTED BY THE BUILDING OFFICIAL.
<br />6. MASONRY STEMWALL AND 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. IT IS THE OWNER'S OR
<br />CONTRACTOR'S RESPONSIBILITY TO CONFIRM 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 OF SUBTERRANEAN TERMITES
<br />9. STEMWALLS OVER 4 COURSES TALL REQUIRE SPECIAL ATTENTION TO BRACING DURING CONSTRUCTION. CONTACT ENGINEER
<br />OF RECORD IF THIS 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 FOR FOR ALTERNATIVE METHODS. CONTROL JOINTS ARE NOT REQUIRED WHEN WWF OR FIBERMESH ARE INCLUDED
<br />WITH CONCRETE WORK.
<br />11. DO NOT SCALE FOOTING DIMENSIONS AND LOCATIONS FROM THE FOUNDATION PLAN. DO NOT DETERMINE FOOTING LOCATION
<br />FROM ARCHITECTURAL PLANS OR FRAMING PLAN. IF FOOTING SIZE OR LOCATION IS NOT DETERMINATE FROM USE OF
<br />FOUNDATION PLAN ALONE. CONTACT THE ENGINEER OF RECORD.
<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/TPI AND SUBMITTED TO THE ENGINEER OF RECORD FOR APPROVAL PRIOR TO
<br />FABRICATION. DESIGN CRITERIA IS LOCATED ON SHEET ST-1 OF THE PLAN SET. TEMPORARY BRACING SHALL BE THE
<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 OF THE 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 />OF THE UPLIFT RESTRAINT SYSTEM FOR THIS STRUCTURE. AS SUCH, THE REPORTED UPLIFTS ON THE TRUSS SHOP DRAWINGS
<br />MAY BE DISREGARDED.
<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 />USP & SIMPSON CONNECTORS IN CORRESPONDING ROWS BELOW ARE EQUAL
<br />ALTERNATIVES AND MAY BE CONSIDERED INTERCHANGEABLE
<br />SIMPSON
<br />I SIMPSON FASTENERS
<br />USP
<br />USP FASTENERS
<br />(8)'Y, X 1 '/2' SDS SCREWS
<br />(8)'YV x 1'/2' WS15-GC
<br />DTT2Z
<br />IN STUD'/z' 0 X 4 %"
<br />WOOD SCREWS IN STUD
<br />(NOTE 2)
<br />EMBED EPDXY OR
<br />DTB-TZ
<br />'/2 0 x 4'/2" EMBED EPDXY
<br />SCREW ANCHOR
<br />OR SCREW ANCHOR
<br />(18)0.162"x2 WIN
<br />(18)0.162"x2'/z"IN
<br />HTT4
<br />STUD/BEAM/TRUSS
<br />STUD/BEAM/TRUSS
<br />(NOTE 2)
<br />�8' 0 x 6" EMBED ANCHOR
<br />HTT45
<br />48' 0 x 6" EMBED ANCHOR
<br />IN CONCRETE
<br />IN CONCRETE
<br />(26) 0.162" x 2 '/2" IN
<br />(26) 0.162" x 2 '/2" IN
<br />HTT5
<br />STUD/BEAM/TRUSS
<br />STUD/BEAM/TRUSS
<br />(NOTE 2)
<br />§8" 0 x 6" EMBED ANCHOR
<br />HTT45
<br />0 x 6" EMBED ANCHOR
<br />IN CONCRETE
<br />IN CONCRETE
<br />(20)%" x 3" SIDS SCREWS
<br />(24) 3" WS IN STUD
<br />HDQ8-BOSS
<br />IN STUD GROUP
<br />PHD8
<br />GROUP 7 " 0 x 12" EMBED
<br />a
<br />%" 0 x 12" EMBED
<br />ANCHOR IN CONCRETE
<br />ANCHOR IN CONCRETE
<br />(7) 10d x 1 '/2" IN TRUSS
<br />(7) 10d x 1 '/2" IN TRUSS
<br />META12
<br />4" WET EMBED IN
<br />HTA16-18
<br />4" WET EMBED IN
<br />GROUTED BLOCK WALL
<br />GROUTED BLOCK WALL
<br />(8) 10d x 1 'W IN TRUSS
<br />META20 4" WET EMBED IN
<br />GROUTED BLOCK WALL
<br />(9) 10d x 1 '/2" IN TRUSS
<br />HTA20-18 4" WET EMBED IN
<br />GROUTED BLOCK WALL
<br />ABU44
<br />12 16d COMMON NAIL
<br />( ) S
<br />12 16d COMMON NAILS
<br />( )
<br />(NOTE 6)
<br />48' 0 x 7" EMBED EPDXY
<br />PAU44
<br />48" 0 x 7" EMBED EPDXY
<br />(12) 16d COMMON NAILS
<br />(12) 16d COMMON NAILS
<br />ABU66
<br />48" 0 x 7" EMBED EPDXY
<br />PAU66
<br />�8" 0 x 7" EMBED EPDXY
<br />NOTE 6
<br />( )
<br />( 12" EMBED AT GARAGE
<br />12" EMBED A GARAGE
<br />( TG G
<br />DOOR RETURNS)
<br />DOOR RETURNS)
<br />HU48,
<br />(14) 16d COMMON IN
<br />HD48,
<br />(14) 16d COMMON IN
<br />HUC48,
<br />HEADER
<br />HD481F,
<br />HEADER
<br />HU28-2,
<br />HUC28-2
<br />(6) 10d COMMON IN BEAM
<br />HD28-2,
<br />HD28-21F
<br />(6) 10d COMMON IN BEAM
<br />HU410,
<br />(18) 16d COMMON IN
<br />HD410,
<br />(18) 16d COMMON IN
<br />HUC410,
<br />HEADER
<br />HD4101F,
<br />HEADER
<br />HU210-2,
<br />(10) 10d COMMON IN
<br />HD210-2,
<br />(10) 10d COMMON IN
<br />HUC210-2
<br />BEAM
<br />HD210-21F
<br />BEAM
<br />(22) 16d COMMON IN
<br />(22) 16d COMMON IN
<br />HUC212-2
<br />HEADER
<br />HD212-21F
<br />HEADER
<br />10 10d COMMON IN BEAM
<br />10 10d COMMON IN BEAM
<br />(4)'%' x 1 '/2" SIDS SCREW
<br />(4) %" x 1'/2" WS15 SCREWS
<br />IN TRUSS/RAFTER
<br />IN TRUSS/ RAFTER
<br />HGAIOKT
<br />SCREWS
<br />(4)%" x 3" SIDS SCREWS
<br />() %" x 3" WS3 SCREWS
<br />4S
<br />IN TOP PLATE
<br />IN TOP PLATE
<br />(4) SIDS x 1 '/2' SCREWS
<br />(4)'W x 1'/2" WS15 SCREWS
<br />HGAM10KTA
<br />IN TRUSS/RAFTER
<br />HGAM10KT
<br />IN TRUSS/ RAFTER
<br />(4) Y." x V/4" WEDGE BOLT
<br />(4) %" x 23/4" TITEN SCREWS
<br />IN MASONRY
<br />OR EQUIVALENT IN
<br />MASONRY
<br />SIMPSON
<br />SIMPSON
<br />FASTENERS
<br />USP
<br />USP FASTENERS
<br />(9) 10d COMMON
<br />(9) 10d
<br />CS18
<br />EACH END
<br />CS20
<br />COMMON
<br />EACH END
<br />MTS12
<br />(7) 10d x 1 '/2"
<br />MT V12
<br />(7) 10d x 1 '/z"
<br />EACH END
<br />EACH END
<br />MSTA24
<br />(9) 10d COMMON
<br />MSTA24
<br />(9) 10d COMMON
<br />EACH END
<br />EACH END
<br />MSTA36
<br />(13) 10d COMMON
<br />MSTA36
<br />(13) 10d COMMON
<br />EACH END
<br />EACH END
<br />(7) 10d COMMON IN
<br />(7) 10d COMMON IN
<br />MSTAM36
<br />WOOD FRAMING
<br />MSTAM36
<br />WOOD FRAMING
<br />(4) %" x 2 ''/4" TITEN
<br />(5) 'W x 2 '%4" TAPCON IN
<br />SCREWS IN MASONRY
<br />MASONRY
<br />(11)10dx1'/2"IN
<br />(11)10dx1'/2"IN
<br />HTS20
<br />TRUSS/RAFTER
<br />HTW20
<br />TRUSS/RAFTER
<br />01)10dx1'Y2"IN
<br />(11)10dx1'/2"IN
<br />STUD
<br />STUD
<br />(12) 10d x 1 '/2" IN
<br />(8) 10d x 1'/2" IN
<br />TRUSS/RAFTER
<br />TRUSS/RAFTER
<br />HTSM20
<br />(12) 10d x 1 1/2" IN
<br />HTWM20
<br />(4) %" x 3" WEDGE BOLT
<br />STUD
<br />OR EQUIVALENT IN STUD
<br />(5) 8d x 1'/2" IN
<br />(5) 8d x 11/z" IN
<br />H2.5T/
<br />TRUSS
<br />RT7/
<br />TRUSS
<br />HA8
<br />(5) 8d x 1 /z IN
<br />RT7AT
<br />,„
<br />(5) 8d x 1 /2 IN
<br />TOP PLATE
<br />TOP PLATE
<br />(5) 10d x 1'/2" IN
<br />(5) 10d x 1'/2" IN
<br />TRUSS
<br />TRUSS
<br />H8
<br />(5) 10d x 1'/2" IN
<br />RT8A
<br />(5) 10d x 1'/2" IN
<br />TOP PLATE
<br />TOP PLATE
<br />(16) 1bd GUMMUN IN
<br />(16) 10d COMMON TO
<br />TRUSS/RAFTER
<br />TRUSS/RAFTER
<br />LGT2
<br />(7) 'W x 2 '/4" TITEN
<br />LUGT2
<br />(5) O" x 3" WEDGE BOLT
<br />SCREWS IN MASONRY
<br />OR EQUIVALENT
<br />(26) 16d SINKER
<br />(28) 16d SINKER IN WALL
<br />LGT3
<br />IN WALL FRAMING
<br />LUGT3
<br />FRAMING
<br />(12) SDS W x 2'/2"
<br />(12) WS25 1/4' x 2'/2"
<br />IN TRUSS
<br />IN TRUSS
<br />SDWC14500, SDWC15600
<br />NO USP EQUIVALENT
<br />NOTES:
<br />1. REFER TO FRAMING NOTES THIS SHEET FOR ACRYLIC -TIE INSTALLATION SPECIFICATIONS.
<br />2. PRODUCTS SELECTED USING SIMPSON 2017-2018 CATALOG. PRODUCTS MAY BE SUBSTITUTED WITH EQUAL OR BETTER APPROVED ALTERNATES.
<br />3. REFER TO SIMPSON CATALOG FOR ADDITIONAL INSTALLATION INSTRUCTIONS.
<br />4. IF CONNECTOR IS NOT LISTED ABOVE, CONTACT FOR FOR SPECIFIC FASTENING REQUIREMENTS.
<br />5. POSITIVE PLACEMENT GUN NAILS, 2 '/2" LONG, WITH EQUIVALENT DIAMETER TO COMMON NAILS SPECIFIED ABOVE MAY BE USED FOR
<br />ABU POST BASE ANCHORS, CS16, AND MSTA FLAT STRAPS.
<br />6. MASONRY APPLICATION REQUIRE EQUIVALENT NUMBER OF TITEN ANCHORS IN LIEU OF 16d NAILS TO HDR CONNECTION. CMU REQUIRES
<br />W 0 x 2 3/4" TITENS ILO 16d. CONCRETE REQUIRES EQUIVALENT NUMBER OF MV 0 x 1 %" TITENS ILO 16d.
<br />MASONRY NOTES
<br />1. ALL MASONRY UNITS SHALL HAVE fm = 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 AT EVERY 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 TO MIXED PER ASTM C476 STANDARDS. fc = 2,500 PSI.
<br />5. VERTICAL WALL REINFORCING TO BE ASTM A615 GRADE 60 REBAR.
<br />6. LAPS BETWEEN VERTICAL REINFORCING AND DOWELS TO BE 25".
<br />7. VERTICAL REINFORCING TO HAVE 10" STANDARD HOOK INTO BOND BEAM. DOWEL TO HAVE 10" 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 />P
<br />y
<br />>
<br />OSB ORIENTED STRAND BOARD 00 a
<br />VVSP WOOD STRUCTURAL 'PANEL N
<br />SYP SOUTHERN YELLOW PINE � APEX
<br />SPF SPRUCE -PINE -FUR N
<br />_r_ CONT CONTINUOUS e0 0
<br />(U
<br />O C ON CENTER
<br />LSL 1.55E -1IMBERSTRAND LSL ENGINEERED LUMBER, 1 %4" WIDE. UNO. p�
<br />(3',', VJICI1_ I.SI BEAMS ARE EQUIVALENT TO 2-PLY 1 '/" BEAM)
<br />LVL 2CE MICROI_LAM LVL ENGINEERED LUMBER, 1 3/4" WIDE
<br />PSL 2.0E PARRALLAM PSL ENGINEERED LUMBER 3 '/2" WIDE, UNO (V
<br />SYS 42 PROPERLY RATED OPEN WEB HEADER N
<br />M -`
<br />-1
<br />INTERIOR ROOF LOAD BEARIN'03 bVALL SPECIFICATIONS LL
<br />OUTLINED ON TYPiCAL'WALL SECTIONS, DETAIL SHEETS LILItd s INTERIOR BEARING WALL WITH NO UPLIFT NO UPLIFT ANCHORS REQUIRED MINIMUM J -6
<br />T- J
<br />� �C BOTTOM PLATE .ANCHORAGE IS '/" ANCHOR (a� 8'-0" O.C. (UNO ON FRAMING PLAN OR tr design studios j
<br />SW SPECIFICATIONS) Z
<br />STRUCTURAL WOOD BEAM O _
<br />Y 9000 REGENCY SQUARE BLVD. v
<br />STUD COLUMN KEYNOTE U �
<br />Q SUITE 100, JACKSONVILLE, FL 32211
<br />---- NUMBER OF SD\,1VC15000 CONNECTING TOP PLATE TO STUDS O
<br />- NUMBER OF STUDS BELOW BEAM/GIRDER TRUSS STUDS 00
<br />i
<br />TO MATCH WALL FRAMING SIZE AND GRADE. UNO.
<br />2l 2 STUDS co w j WU.
<br />1 0 p I-- ADDITIONAL CLARITY FOR THE LOCATION OF THE STUD COLUMN ~
<br />z tU
<br />2 ANCHORI
<br />a)au
<br />BOTTOM OF STUD COLUMN CONNECTION r
<br />0
<br />I 0
<br />L
<br />H0190N
<br />1ST LEVEL STUD COLUMN: HOLDDOWN REQUIRED AT BASE OF COLUMN >
<br />2ND LEVEL STUD COLUMN: STRAPPING REQUIRED FROM 2ND LEVEL J
<br />COLUMN TO IIST LEVEL STUDS/HEADER/BEM. m $ , , 011
<br />"ANCHOR" REQUIRES BOTTOM PL
<br />ATE ANCHOR WITHIN 3" OF STUD COLUMN W v
<br />NUMBER OF SDWC15450 CONNECTING STUDS TO BOTTOM PLATE Q ZZz
<br />Z
<br />HEADER STRAPPING KEYNOTE � -
<br />NUMBER OF STRAPS CONNECTING HEADER TO JACK STUD
<br />}
<br />1 MSTA24 TYPE OF STRAP CONNECTING HEADER TO JACK STUD U
<br />�\ 1DTT2Z KING/JACK'GROUP BOTTOM CONNECTION w
<br />1ST LEVEL ST UD GROUP HOLDDOWN REQUIRED AT BASE OF STUD GROUP 0
<br />2ND LEVEL STUD COLUMN' S7 RAPPING REQUIRED FROM 2ND LEVEL STUD uJ
<br />GROUP TO 1ST LEVEL STUDS/HEADER/BEAM. 0'
<br />NUMBER OF HOLDDOWNS/STRAPS AT BASE OF KING/JACK GROUP 0
<br />O
<br />NON -BEARING HEADER FRAMING KEYNOTE p�
<br />L
<br />L NO HDR - # -- ---- NUMBER OF KING STUDS EACH SIDE OF OPENING
<br />L0 >m
<br />------ HEADER idIAY BE FRAMED AS NON BEARING HEADER DUE TO LIGHTLY ti
<br />LOADED CONDITIONS ABOVE O < U)
<br />#2 SYP HEADER FRAit11NG KEYNOTE Z �^ W
<br />(2) x � - 1 ' - t NIiE,^BER OF i:IPIG cTUD3 EACH SiCE OF OPENING W
<br />Q fj�
<br />---- NUMBER 'JF JACK STUDS EACH SIDE OF OPENING Z_
<br />DEPTH OF LOAD-LlEHRING #2 SYP HEADER U) Z W
<br />Uj--- NLiP,^BER :�F PLIES itV HEADER m O
<br />Cif
<br />ENGINEERED LUMBER HEADER FRAMING KEYNOTE LLJ
<br />W !-
<br />{2) 19 X-'LSL- 1 / ?-- NUMBER OF KINGS FUDS EACH SIDE OF OPENING Ljz < O
<br />} - -- -- NUMBER OF JACK STUDS EACH SIDE OF OPENING (D I I Q Q - Z -
<br />-HEADER MATERIAL (L.SL. LVL PSL OR SYS42) W
<br />Q Uj Uj LL]
<br />DEPTH CF LOAD -BEARING EV4P HEADER Q Q J 2
<br />----- -- NUMBER OF PLIES IN HEADER (1 '.%" WIDE UNO) 0f
<br />W ~
<br />r
<br />HEADER FRAMING ° x
<br />1. ALL HEADER JACK AND KING STU DS SHALL BE FASTENED TO EACH OTHER WITH (2) ROWS 10d @ 8" O.C. Z T_
<br />STAGGERED. o a Z
<br />2. NON BEARING HEADERS: DUE TO LIGHTLY LOADED CONDITIONS, 49" OR LESS CLEAR -OPENINGS IN AN O
<br />EXTERIOR WALL DO NOT REQUIRE LOAD BEARING HEADER, SEE PLAN.
<br />3 FASTEN ALL MULTI -PLY HEADERS TOGETHER WITH (2) ROWS 10d @ 8" O.C., STAGGERED ALONG EACH EDGE. � �
<br />4. FASTEN ALL HEADERS TO KING STUDS WITH (3)8d TOE NAILS . Q I-_
<br />5, IF HEADER NOT SPECIFIED. CONTACT ENGINEER OF RECORD. fl Z
<br />6. UNO ON PLAN. MIN (1) SDWC15600 TOP PLT TO KING STUD AND (1) SDWC15450 KING STUD TO BOTTOM PLATE O a
<br />CONNECTION REQUIRED EACH SIDE OF OPENING (NO CONNECTION REQUIRED FOR OPENINGS AT FIRST
<br />FLOOR HEADER WHEN A 2ND LEVEL FLOOR SYSTEM IS ABOVE. U LL
<br />7 TOP PLATE TO HEADER CONNECTION PER ONE OF THE FOLLOWING (NO CONNECTION REQUIRED FOR Q w
<br />OPENINGS 39" OR LESS. OR AT FIRST FLOOR HEADERS WHEN A 2ND LEVEL FLOOR SYSTEM IS ABOVE: Abbott Park J
<br />• SDWC15600 @ MAX 32" O.0 AS SHO10 NN, "ALTERNATE SECTION (HEADERS),ST-5 O U
<br />• SPH w/ (12) 10d x 1- 1/2" Ca16" O.C. OR J
<br />• DSP w/ (14) 10d x 1-1/' @ 16" O C. _OR li LOT 005-01-A o
<br />• FASTEN -TRUSS DIRECTLY TO HEADER w/ MTS OR W S w/ (14) 10d x 1-'/2" (OR EQUAL APPROVED BY EOR). Q w
<br />8 CRIPPLE BLOCKS BELOW LOAD -BEARING HEADERS MAYBE FRAMED AT 24" O.C. 7I-
<br />Z Z
<br />FRAMING NOTES } U)
<br />O PROJECT NO: w
<br />1 SIMPSON .ACRYL!C-TIE /\DHESIVE OR EQUAL SHALL BE USED !N ALL DRILLED AND EPDXIED ANCHOR APPLICATIONS. J 2020.001715 0
<br />ANCHOR BOLT. THREADED ROD OR DOWELED REINFORCING STEEL MAY BE EMBEDDED TO THE SPECIFIED DEPTH, IN O LL
<br />A HOLE AS SPECIFIED BY MANF (TYPICALLY 1/16" TO 1/8" GREATER THAN SPECIFIED ANCHOR DIAMETER). Z DRAWN' O
<br />ADHESIVE/EPDXY MUST FILL THE HOLEIN THE CONCRETE AND WOOD BOTTOM PLATE. MANUFACTURER'S = PML o
<br />SPECIFICA i IONS MUST BE FOLLOWED FOR PROPER INSTALLATION. U p
<br />2 ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY UNO. ALL WATERPROOFING AND FIRE SAFET•,L'j CHKD L0
<br />SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHER. x EAF U)
<br />3. ALL MIEN ".AL. CONNECTORS SPECIFIED ON PLAN ARE IN .ADDITION TO FRAMING FASTENER REQUIREMENTS LISTED IN W W
<br />TABLE 2304 9 1 a J
<br />4 BEAMS IDENTIFIED BY NUMBER ON PLAN :IRE TO BE PROVIDED BY TRUSS MANUFACTURER. Q Q
<br />5 FASTEN ALL MIIULII-PLY STUD COLUMNS AND CORNERS FOGETHER WITH (2) ROWS 10d @ 8" O.C. STAGGERED. x U
<br />UPPER LEVEL MULT!-PI_Y STUD GROUPS BELOW ALL GIRDERI``
<br />LOCATIONS TO BE CONTINUOUS THROUGH FLOOR Q �����11111111,f co
<br />SYSTEM O FOUNDATION. (NOT REQUIRED hEL,'O HEADER „ACK/KING STUD GROUPS) � �t (IN L,4 i� W
<br />S FASI"EN ALL STUDS TO BOTTOM AND TOP PLATES WITH (4)80 TOE NAILS OR (2)16d CoNION END NAILS.VEO
<br />FASTENALL TRUSSES AND RAF! EP,S TO TOP PLATES WITH (3)8d -TOE NAILS. m i�Z
<br />3. ALL MULTI -PLY TRUSS GIRDERS AND BEAMS TO HAVE SOLID STUD GROUP BELOW MATCHING GIRDER OR BEAM 0THICK.NE=SS ANC' MATCHING 71ALL STUD SPECIFICA110;NIS AS NOTED ON STRUCTURAL PLAN. UNO. w+. EXTERIOR'J'JALL DESIGN ASSUMES CONTINIJOuSLY SHEATIiED WITH OSB OR PLYWOOD Z
<br />*,O=xx%13.' �'
<br />U)
<br />O�`` Z
<br />Q
<br />O 02-26-2020 p
<br />w
<br />U REVISIONS:
<br />LL � �
<br />Q No. Description Date w
<br />(� J
<br />Q
<br />>- U
<br />U
<br />0 O
<br />z z
<br />O
<br />= o
<br />U
<br />W
<br />I-
<br />x
<br />W STm1
<br />a
<br />rhfii I/RAFTAI If'OKIKIFrTIf1R FAIMIKIFFRIKIr.
<br />OR "OR" SHALL MEAN THAT EITHER OPTION PROVIDED IS AN EQUAL
<br />ALTERNATIVE FOR THE APPLICATION SHOWN
<br />UNO UNLESS NOTED OTHERWISE ON PLAN OR DETAIL
<br />FOR ENGINEER OF RECORD
<br />E1lJ EAr'H '1111AY
<br />
|