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)ocuSign Envelope ID: 2E7D828C-2E90-441F-BAA6-5C62OB3CCED4
<br />DESIGN CRITERIA AND LOADS
<br />Building Code
<br />Florida Building and Residential Codes 6"' Edition , 201 7 )
<br />Code for Design Loads
<br />ANSI/ASCE 7
<br />ROOF LOADING' ................ .
<br />TOP CHORD LIVE LOAD ......
<br />TOP CHORD DEAD LOAD..... ....
<br />BOTTOM CHORD LIVE LOAD
<br />ATTICS WITH LIMITED STORAGE
<br />ATTICS WITHOUT STORAGE..
<br />BOTTOM CHORD DEAD LOAD...
<br />WIND LOADING ................... _
<br />ASCE 7-10, 3S GUST............ _ _
<br />BASIC WIND SPEED
<br />C, = 1 25
<br />20 PSF
<br />7 PSF !TILE
<br />20 PSF
<br />10 PSF
<br />(NON CON(_.
<br />5 PSF
<br />C,J= 160
<br />139 MPH
<br />EXPOSURE CATEGORY........ -. _
<br />C
<br />BUILDING CATEGORY..........
<br />II
<br />ENCLOSURE CLASSIFICATION.. _
<br />ENCLOSED
<br />INTERNAL PRESSURE COEFF....
<br />0 18
<br />C&C DESIGN PRESSURES........
<br />;SEE 1 ABI E
<br />FLOOR LOADING ..................
<br />C, - 00
<br />TOP CHORD LIVE LOAD...... ..
<br />40 f SF
<br />TOP CHORD DEAD LOAD.... _
<br />10 PS1
<br />BOTTOM CHORD LIVE LOAD..
<br />0 PSF
<br />BOTTOM CHORD DEAD LOAD
<br />5 PSF
<br />SPECIAL FLOOR (GAME ROOM) LOADING
<br />C,, = 1 on
<br />TOP CHORD LIVE LOAD .....
<br />�0 rSF
<br />TOP CHORD DEAD LOAD.....
<br />10 PSF
<br />BOTTOM CHORD LIVE LOAD
<br />0 PSF
<br />BOTTOM CHORD DEAD LOAD
<br />5 PSF
<br />MAXIMUM FLOOR TRUSS SPACING
<br />16 O C
<br />DEFLECTION CRITERIA
<br />ILL 240
<br />ROOF TRUSSES .............................
<br />TL r 180
<br />TL MAX 1' UP T
<br />LL % 480
<br />OPEN WEB FLOOR TRUSSES TL r 360
<br />LL i 480
<br />TL 240
<br />WOOD I JOISTS ................... TL MAX '/l"
<br />IILL 360
<br />BEAMS' ............................... .. TL ! 240
<br />NOTES:
<br />1. PORCH BEAMS AND BEAMS SUPPORTING EXTERIOR 'A`
<br />ABOVE SHALL NOT EXCEED 3/4" 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) EZ - End Z:-,,
<br />0-20 ft2
<br />+28.54 -30 96
<br />28 54
<br />f,)7 17
<br />+'S 57
<br />21 - 50 ft2
<br />+27.17 -29 59
<br />51 - 100 ft2
<br />+25 52 -2,- 94
<br />+24 25 _' 6
<br />101 - 200 ft2
<br />VINYL SOFFIT MAX PRESSURE psf r t
<br />GARAGE DOOR PRESSURE ' 1
<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 />I--
<br />1 STFW 0R
<br />4.0 FT
<br />(T'P)�
<br />F_
<br />DES!, ,N,
<br />TABLE 2: WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS
<br />NOTES 3A
<br />p O
<br />STUCCO AND DIRECTLY
<br />MIN'%2" 32/16 SPAN RATED OSB OR PLYWOOD INSTALLED VERTICALLY OR ('/,8" 24/16
<br />w =
<br />ADHERED STONE
<br />INSTALLED HORIZONTALLY) W/ 8d COMMON: 6" O.C. AT PANEL EDGES, 12" O.C. IN THE
<br />^
<br />1- N
<br />Q
<br />(NOTE 6)
<br />FIELD. 2x4 BLOCKING IS RECOMMENDED AT UNSUPPORTED PANEL EDGES.
<br />wwhw-
<br />O
<br />•i Z
<br />v J --
<br />ALL OTHER VENEER
<br />D VERTICAL OR HORIZONTAL
<br />MIN /8 24/16 SPAN RATED OSB OR PLYWOOD INSTALLED
<br />aQ
<br />(NOTE 8)
<br />W/ 8d COMMON: 6" O.C. EDGES AND FIELD (UNBLOCKED HORIZONTAL PANEL EDGES),
<br />>
<br />6" O.C. AT PANEL EDGES, 12" O.0 IN FIELD (BLOCKED HORIZONTAL PANEL EDGES)
<br />Y O
<br />TILE ROOF
<br />MIN'%32" 32/16 SPAN RATED PLYWOOD INSTALLED WITH LONG DIMENSION
<br />z =
<br />w
<br />(NOTE 7)
<br />PERPENDICULAR TO SUPPORTS W/ 8d RING SHANK NAILS: 4" O C AT PANEL EDGES AND
<br />o T_ w
<br />8" O.C. IN THE FIELD _
<br />O w
<br />-r
<br />SHINGLE AND METAL ROOF
<br />MIN �/s' 24/16 SPAN RATED OSB OR PLYWOOD INSTALLED WITH LONG DIMENSION
<br />.�
<br />0
<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%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 />F
<br />I
<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 '/" EXTERIOR GYPSUM
<br />CEILING BOARD, FASTEN w/ 5d x 1 " COOLER NAIL. OR NO.6 x 1 /n" LONG SCREWS @
<br />_-
<br />4" O.C. EDGES, 8" O.C. FIELD
<br />NOTES
<br />I FOR SHEATHING THICKNESS GREATER THAN 1/32" 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 />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 />"%32" 32/16 SPAN RATED OSB OR PLYWOOD WITH BLOCKED PANEL EDGES IS AN APA RECOMMENDATION PER APA TECHNICAL
<br />SPECIFICATIONSALLOW MIN
<br />BULLETIN Q370 WHEN STUCCO LATH IS ATTACHED DIRECTLY TO OSB OR PLYWOOD.. SHOULD BUILDER ,
<br />STRUCTURAL REQUIREMENTS ARE %6" 24/16 SPAN RATING INSTALLED HORIZONTALLY OR VERTICALLY PER FLEXIBLE VENEER WALL
<br />SPECIFICATIONS. INCLUDES FULL AND PARTIAL HEIGHT VENEER APPLICATIONS.
<br />7 "A>" PLYWOOD IS A WARRANTY LIMITATION COMMON TO TILE MANUFACTURER'S MINIMUM RECOMMENDATIONS, SHOULD WARRANTY
<br />AND INSTALLATION REQUIREMENTS ALLOW,'%32" APA RATED OSB OR EQUAL MAY BE USED TO SUPPORT TILE ROOF
<br />WOOD STRUCTURAL PANEL MAY BE INSTALLED VERTICALLY OR HORIZONTALLY W/ UNBLOCKED HORIZONTAL PANEL EDGES.
<br />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 />--11
<br />DIAMETER
<br />LENGTH
<br />8d COMMON
<br />0.131"
<br />2-Yz"
<br />8d RINGSHANK
<br />0.113"
<br />2-%8'
<br />1 Od x 1-'/z"
<br />0.148"
<br />1-'/z"
<br />10d
<br />0.131"
<br />3"
<br />10d COMMON
<br />0.148"
<br />3"
<br />12d COMMON
<br />0.148"
<br />3-'/a"
<br />16d SINKER
<br />0.148"
<br />3-%"
<br />16d COMMON 110.162"
<br />1 3-Yz"
<br />TABLE 5: FASTENERS IN
<br />PRESSURE TREATED LUMBER
<br />F777PRESERVATIVE
<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 & MCQ)
<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 1/2' 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 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 />TABLE 7: METAL CONNECTOR SCHEDULE
<br />MOTFC 9 1 A
<br />USP & SIMPSON CONNECTORS IN CORRESPONDING ROWS BELOW ARE EQUAL
<br />ALTERNATIVES AND MAY BE CONSIDERED INTERCHANGEABLE T�J�
<br />SIMPSON
<br />SIMPSON FASTENERS
<br />MITEK
<br />USP FASTENERS
<br />SIMPSON
<br />SIMPSONFASTENERS
<br />MITEK
<br />USP FASTENERS ,
<br />-- -- -�I
<br />(8)'/. X 1 %" SIDS SCREWS
<br />(8)%" x 1 W WS15-GC
<br />DTT2Z
<br />IN STUD %" 0 X 4 '/z'
<br />WOOD SCREWS IN STUD
<br />(9) 10d COMMON
<br />(9) 10d
<br />(NOTE 2)
<br />EMBED EPDXY OR
<br />DTB-TZ
<br />EMBED EPDXY
<br />% 0 x 4Y.' Y
<br />CS18
<br />EACH END
<br />C2
<br />S0
<br />COMMON jl
<br />SCREW ANCHOR
<br />OR SCREW ANCHOR
<br />EACH END !i
<br />(18) 0.162" x 2 '/z" IN
<br />(18) 0.162" x 2 W IN
<br />HTT4
<br />STUD/BEAM/TRUSS
<br />STUD/BEAM/TRUSS
<br />(7) 10d x 1 '/"
<br />(7) 10d x 1 Yz"
<br />(NOTE 2)
<br />48' 0 x 6" EMBED ANCHOR
<br />HTT45
<br />fie, 0 x 6" EMBED ANCHOR
<br />MTS12
<br />EACH END
<br />MTW12
<br />EACH END
<br />IN CONCRETE
<br />IN CONCRETE
<br />!!
<br />(26) 0.162" x 2 Y2" IN
<br />(26) 0.162" x 2 '/z" IN
<br />JI
<br />HTT5
<br />STUD/BEAM/TRUSS
<br />HTT45
<br />STUD/BEAM/TRUSS
<br />MSTA24
<br />(g) 10d COMMON
<br />MSTA24
<br />9 10d COMMON
<br />O
<br />(NOTE 2)
<br />48 0 x 6" EMBED ANCHOR
<br />V 0 x 6 EMBED ANCHOR
<br />EACH END
<br />EACH END
<br />IN CONCRETE
<br />IN CONCRETE
<br />(20)%" x 3" SIDS SCREWS
<br />(24) 3" WS IN STUD
<br />HDQ8-SDS3
<br />IN STUD GROUP
<br />PHD8
<br />GROUP 7 " 0 x 12" EMBED
<br />e
<br />MSTA36
<br />(13) 10d COMMON
<br />MSTA36
<br />(13) 10d COMMON
<br />%" 0 x 12" EMBED
<br />ANCHOR IN CONCRETE
<br />EACH END
<br />EACH END III
<br />ANCHOR IN CONCRETE
<br />(7) 10d x 1 %" IN TRUSS
<br />(7) 10d x 1 %" IN TRUSS
<br />(7) 10d COMMON IN
<br />(7) 10d COMMON IN
<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 />I'
<br />GROUTED BLOCK WALL
<br />GROUTED BLOCK WALL
<br />(4) %' x 2 %"TITEN
<br />(5) '/:' x 2 '/:' TAPCON IN
<br />SCREWS IN MASONRY
<br />MASONRY f
<br />(8) 10d x 1 %" IN TRUSS
<br />(9) 10d x 1 %" IN TRUSS
<br />(11)10dx1Y2'IN
<br />_
<br />(11) 10d x 1 '/," IN
<br />'!
<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 1 ''/2" IN
<br />(11) 10d x 1 ''/" IN
<br />STUD
<br />-
<br />(12) 10d x 1 %" IN
<br />(8) 10d x 1'/2'_IN j
<br />ABU44
<br />(12) 16d COMMON NAILS
<br />PAU44
<br />(12) 16d COMMON NAILS
<br />HTSM20
<br />TRUSS/RAFTER
<br />HTWM20
<br />TRUSS/RAFTER l
<br />':I
<br />NOTE 6
<br />( )
<br />4 " 0 x 7" EMBED EPDXY
<br />8
<br />� " x 7" EMBED EPDXY
<br />8 0
<br />(12)10dx1 %" IN
<br />4 'W x 3" WEDGE BOt_ i
<br />( )
<br />STUD
<br />(5) 8d x 1 Yz' IN
<br />OR EQUIVALENT IN STUD!
<br />-_I
<br />(5) 8d xl1'/2" IN
<br />(12) 16d COMMON NAILS
<br />(12) 16d COMMON NAILS
<br />ABU66
<br />48' 0 x 7" EMBED EPDXY
<br />PAU66
<br />48" 0 x 7" EMBED EPDXY
<br />H2.5T/
<br />TRUSS
<br />RT7/
<br />li;j
<br />TRUSS j
<br />(NOTE 6)
<br />(12" EMBED AT GARAGE
<br />(12" EMBED AT GARAGE
<br />HA8
<br />' z' IN
<br />(5) 8d x 1 /'
<br />RT7AT
<br />(5) 8d x 1'/T" IN i{ i
<br />DOOR RETURNS)
<br />DOOR RETURNS)
<br />TOP PLATE
<br />TOP PLATE
<br />HU48,
<br />(14 ) 16d COMMON IN
<br />HD48,
<br />(14 ) 16d COMMON IN
<br />(5) 10d x 1 %" IN
<br />(5) 10d x 1'/" !N
<br />HUC48,
<br />HEADER
<br />HD481F,
<br />HEADER
<br />H8
<br />TRUSS
<br />RT8A
<br />TRUSS i!
<br />HD28-2,
<br />HUC28-2
<br />(6) 10d COMMON IN BEAM
<br />HD28-2,
<br />HD28 21F
<br />(6) 10d COMMON IN BEAM
<br />(5) 10d x 1'/z" IN
<br />TOP PLATE
<br />(5) 10d x 1'/z' IN
<br />TOP PLATE
<br />-
<br />HU410,
<br />(18) 16d COMMON IN
<br />HD410,
<br />(18) 16d COMMON IN
<br />(16) 10d COMMON TO
<br />HUC410,
<br />HEADER
<br />HD4101F,
<br />HEADER
<br />LGT2
<br />TRUSS/RAFTER
<br />LUGT2
<br />TRUSS/RAFTER
<br />HU210-2,
<br />(10) 10d COMMON IN
<br />HD210-2,
<br />(10) 10d COMMON IN
<br />(7) Y," x 2 %:' TITEN
<br />(5) O" x 3" WEDGE_ PICLT
<br />HUC210-2
<br />BEAM
<br />HD210-21F
<br />BEAM
<br />SCREWS IN MASONRY
<br />OR EQUIVALENT
<br />(28) 16d SINKER IN WALL
<br />(22) 16d COMMON IN
<br />(22) 16d COMMON IN
<br />(26) 16d SINKER
<br />HUC212-2
<br />HEADER
<br />HD212 21F
<br />HEADER
<br />LGT3
<br />IN WALL FRAMING
<br />LUGT3
<br />FRAMING
<br />10 10d COMMON IN BEAM
<br />10 10d COMMON IN BEAM
<br />(12) SDS %" x 2'/z"
<br />(12) WS25 Ya" x 2 Y "
<br />(4)Y:' x 1 '/z" SIDS SCREW
<br />(4)'/4" x 1 Yz" WS15 SCREWS
<br />IN TRUSS
<br />IN TRUSS II'
<br />----- J
<br />IN TRUSS/RAFTER
<br />IN TRUSS/ RAFTER
<br />- --
<br />li
<br />HGA10KT
<br />(4)%" x 3" SIDS SCREWS
<br />HGA10
<br />(4) %" x 3" WS3 SCREWS
<br />IN TOP PLATE
<br />IN TOP PLATE
<br />SDWC14500, SDWC15600
<br />NO USP EQUIVALENT
<br />)�
<br />(4) SIDS W x 1 1/2" SCREWS
<br />(4)'/:' x 1'/2' WS15 SCREWS
<br />HGAM10KT
<br />IN TRUSS/RAFTER
<br />"
<br />HGAM10KT
<br />IN TRUSS/ RAFTER
<br />(4) Y:' x 1'/;' WEDGE BOLT
<br />(4) %" x 2 TITEN SCREWS
<br />OR EQUIVALENT IN
<br />IN MASONRY
<br />MASONRY
<br />NOTES:
<br />1. REFER TO FRAMING NOTES THIS SHEET FOR ACRYLIC -TIE INSTALLATION SPECIFICATIONS.
<br />2. PRODUCTS SELECTED USING SIMPSON 2019-2020 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 %" 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 />''/4" 0 x 2 %" TITENS ILO 16d. CONCRETE REQUIRES EQUIVALENT NUMBER OF'/." 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 T 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 />rn
<br />LEGEND N
<br />r..!J ; I!A7 EITHER OPTION PROVIDED !S AN Ei)UAL
<br />AL + ERNN. iiVL. FOR 0E i�P ULA (ION SHOWN E
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<br />UNC, UNLf_ ��.� NO !_�� •_I , f ! ...!., :•ISc ��N PLAN OR DE FAIL p
<br />FC?R ENGINEER OF REC0F?r) V
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<br />Ltil 1 55E TiMBERSTRAND LSL ENGINEERED LUMBER, 1 'in" WIDE UNO C)
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<br />' 1 ::" ', flF_ I_ `:L BFA?V1S .ARE EQUIVALENT TO 2-PL.Y 1 ia" BEAM) t
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<br />'vL LOE L'.'L EN !NLERED LUMBER, 1 ia" WIDE_ �
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<br />.....tNi�INLERED LUMBER, 3 /," 1/VIDF=, UNO. N
<br />Z PRUPEkLr ,.. ,ELL :;PEN'JV'i:E3 HEADER cM
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<br />INTI=_RIOR R(,- F L G '.D SF ARIfvG WALL, SPECIFICATIONS U- �
<br />OUTLINE) ON IYPK,:,`.I.. 'HALL SECTIONS. DETAIL SHEETS L
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<br />_ INTERIOR DE -A ;IN(. ',VALL'WITH NO UPLIFT. NO UPLIFT ANCHORS REQUIRED. MINIMUM J �
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<br />x" lXS =d BOT ! CM PLA , E AN; •�GRAGE IS 3 " ANCHOR ;a) 8'-0" O.0 (UNO ON FRAMING PLAN OR true design studios
<br />SW SPECIFICATIOW-1 Z
<br />STRUCTURAL iPdOOD BEAM On
<br />Y 9000 REGENCY SQUARE BLVD.
<br />STUD COL UMN KEYNOTE U
<br />Q SUITE 100, JACKSONVILLE, FL 32211 ui
<br />- NUMBER OF SDWC15600 CONNECTING TOP PLATE TO STUDS. 0
<br />- --- - NU%IB=R OF STUDS EIELC\JV BEAM/GIRDER TRUSS. STUDS
<br />j -_ _. _- - . TO N.`i,",.TCi 1 'AY-1i. I RANAING SIZE AND GRADE, UNO, W C
<br />2'IUDSIU"C Cy
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<br />;; iE LOCATION OF THE STUD COLUMN AUC�iT10NAl.;;L��.,:I;'r'F"t:'I; _ ' N
<br />2 I ANCHOR
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<br />BOl ;OM OF S'iUD COLUMN CONNECTION 1SI_ LEV'Cl_. 1 UD ui)L'_1MN HOLDDOWN REQUIRED AT BASE OF COLUMN 0 L_
<br />> as'2ND I_EVE I_ S ( UD i:.OLUMN. STRAPPING REQUIRED FROM 2ND LEVEL J COLUMN TO ?ST LEVEL STUDS/HEADER/BEAM. m
<br />IS BOTTOM WITHIN I
<br />"ANCHOR" hE • 111RL PLATE ANCHOR Vll ..iIN 3" OF STUD COLUMN W
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<br />- - - - -- -- NUM3E R OF SD1,%1C , r43 - CONNECTING STUDS TO BOTTOM PLATE Q
<br />HEADER .T_PAPPING KEYNOTE; 0
<br />-'-;TRAP` CONNECTING HEADER TO JACK STUD U)
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<br />__..iAI'LA`/4 . ; _ -- TYPE CF TB;',r' _,i)N!V1-C t ING HEADER TO JACK STUD 0 ?�
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<br />KING!) P ,I !� T 1')N1 CONNECTION
<br />! t i ({'7L-) .OWN REQUIRED AT BASE OF STUD GROUP 0
<br />-- - 2r, L L V t=L D C; )I !_IMNI. STRAPPING REQUIRED FROM 2ND LEVEL STUD W
<br />) l . , f-. :i CDSii-IEADER/BEAM.
<br />RAPS AT BASE OF KING/JACK GROUP O
<br />O
<br />FRAMING KEYNOTE
<br />L trJ !;DF: - t- NUr IE:i R )!= KIN(,)roDS EACH SIDE OF OPENING
<br />-- - - - - - - HEADER N1AY BE FRAMED AS NON BEARING HEADER DUE TO LIGHTLY r'
<br />LOADFD c'c)rJDITIONS ABOVE b v/
<br />#2�f;Y' HEADFP LP/WING KEYNOTE Z W
<br />(2) ,'.x M 1) 2 NUMBER OF KING STUDS EACH SIDE OF OPENING U)LU
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<br />L- -- -- NUMBER OF JACK STUDS EACH SIDE OF OPENING Z J Z
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<br />DEPTI I OF (:)AD -BE 1FiIN #2 SYP HEADER O w
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<br />`.+ '4 i_St 1 .'2 - -- NUNIBLR OF KING STUDS EACH SIDE OF OPENING Z Q O
<br />NUr10ER ,I ,:.r `> E.',C: ! SIDE OF OPENING Z > Q Q
<br />-HEP.PER N,4z F to !i.Sl. LV,. PSL, OR SYS42) WW
<br />j I - - DF_F'1 i i yr L..: ;i) t� r•RIN:, CWP HEADER J
<br />MJv BFR (F I-"! I J:A.DER WIDE UNO) � 0 W W -
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<br />HEADER FRAMO x
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<br />1 LL 1'EACER _;K '' P I<!(•J'; .,7� i)2? ;t'• _.. c L: FASTENED TO EACH O T HER WITH (2) ROWS 10d @ 8' O.C. Z r
<br />,-T AGGERED Q Z
<br />2 NON BE.A;RING HEADERS DUE TO LIGHTL'f LOADED CONDITIONS, 49" OR LESS CLEAR -OPENINGS IN AN O O
<br />EX FERIOR tIVAI 1. DO NOT REQLJIRF: LOAD BEARING HEADER, SEE PLAN. 0
<br />FAE3TEN ALI_ MULTI PLY HEADERS TOGETIHFR WITH (2) ROWS 10d @ 8" O.C. STAGGERED ALONG EACH EDGE. W
<br />4 FASTEN ALL HEADERS TO KING STUDS WITH (3)8d TOE NAILS O Z
<br />5. IF I IE ADI'_R NCT SPECIFIED CON T ACT FNG!NEER OF RECORD 12- -
<br />C, UNO ON PLAN. MIN (1) 8DVA 15600 i OF .rl T TO KING STUD AND (1) SDWC15450 KING STUD TO BOTTOM PLATE O Ix
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<br />CUNNEr, 1TOrN NEQUUIRED EACi i SIDL. OF JPENING (NO CONNECTION REQUIRED FOR OPENINGS AT FIRST U
<br />FLOOR I IEADER WHEN A 2ND LEV(=.L FLOOR SYS EM IS ABOVE V-
<br />7 -COP PLATE Tv I1EADER CONNFt.;1ION PER ONE OF i HE FOLLOWING (NO CONNECTION REQUIRED FOR Q W
<br />OPENINGS 39" OP LESS, OR Al FIRS F FL()OR HEADERS WHEN A 2ND LEVEL. FLOOR SYSTEM IS ABOVE: J
<br />• SIDWC 15600 @ MAX 32" 0 C AS SHO"4L "ALTERNATE SECTION (HEADERS).ST.5 Of Abbott Park Q
<br />• SPH w, t12) 10d x 1-'/' ` 16" O.C. OR _j W
<br />• DSP w,' (14) 10d x 1-1/z" L 16" O C. OR LL- This t TAAA
<br />cally
<br />• FASTEN TRUSS DIRECTLY TO HEADED wl IMTS OR HTS w/ (14) 1Od x 1-?/" (OR EQUAL APPROVED BY EOR). Q _�gn^d soalod.by_Ju t6A N4 haniacr __ W
<br />8 CRIPPLE BI_CCKS BEI O>",' I_(:,�C) REA.R!NIG HEADERS ADERS MAYBE FRAMED AT 24" O.0 - PE on the date and/or stamp ~
<br />U shown using a digital signature. Q
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<br />FRAMING NOTES Q W
<br />O PROJECT NO: W
<br />SIMPSUN AC;I: r LiC ! IE ADHL ?i\%F_ (;r Eoi.)rAi_ ;)F1ALL BE USED IN ALL DRILLED AND EPDXIED ANCHOR APPLICATIONS . J 2020.004113
<br />ANCFiOF BG1 7iiREADFt : J!' r) :V'di.L(:D RE!NI�0PCING STEEL MAY BE EMBEDDED TO THE SPECIFIED DEPTH, IN O W
<br />- i`-. (I;;i-�r P.`; SP!_;�iFIEt� E?Y ?>•i.4NE : i`rPli.Ai.t_Y 1�1�'i' i-C? i;n vREATER THAN SPECIFIED ANCHOR DIAMETER). Z O
<br />DRAWN:
<br />ADt;r_SI It .Fi'(_?XY MUST F!Lt THE r It^I C :r; it !L CON( REiTE AND JUOOD L3O770M PLATE MANUFACTURER'S2 DO
<br />5PF.0=i:)r•.Ti':iNr; MUST E P FOLL0` .1 r` r �,'✓ PF..OPER INlSTAL[ATION W --_-- - O
<br />ER C>!'!=.C;iIEC• ::'(v Dh.r'..`P,!!JGS i;, INi1 E NE)r:D FOR CRY tJSF ONLY, UNO ALL WATERPROOFING AND FIRE SAFET II-_
<br />CHKD.
<br />1 i t.; ARE I i FL i. :NS!t •li-i' 1' t`'l "I i;_ ?;t �r:'i N,;CTOR AND .ARE TO t DESIGNED AND DETAILED BY OTHER. EAF U)
<br />LL i1L •,L ;•)NINL UF:b .PLCn IEL' t-ry :` A ; i,KE IN A1DD!TION TO FR.411VAL, rAS rENER REQUIREMENTS LISTED IN W W
<br />r,81_C 7.3G4 ,+ 1 J
<br />4 Bt AMS iDENTIFIFI) BY NIJMNER ON PLAN 7,F<F 10 BE PROVIDED BY TRUSS MANUFACTURER. Q Q
<br />Fµ -I FN! = LI M1 JI_`I-PLY S IUD CULLIMNS 'JC) i:ORNi 25 FOGE T HER WITH (2) ROWS 10d @ 8" O.C. STAGGERED. U
<br />UPPF 1.E`1(_L NIIJLTI-PLY S1UD GR:.-, 'S i FLCikl% AD. C;lRIDER LOCATIONS TO BE CONTINUOUS THROUGH FLOOR Q `,�{Si%N LAIt{1{111/���' in
<br />SY : (cl`r 10 Ft 'iiNDr 'l f0(•;, iN0? hi:;: li:L,:? Fs_LO'Jd! 1EADER JACK/KING STUD GROUPS) �%%%N/ ��W
<br />t AE : UrIl t•i.l S i UDS -0 BC)-11TOM AND TOP PLATES WITH (4)Sd TOE NAILS OR (2)16d COMMON END NAILS. i- ,�� ,J.•• G E N &; •;C9 ���� �
<br />if U_� rI,, Ai L) RAF i EF S i rT C;i> Pi A- T ES WITH (3)8d TOE NAILS 00 �� •• �� $ ••• Z
<br />Li r:�'i li '1 Pi_'r RU��� G!i;uERS r'JN(_1 131N;i <,' HAVE SOLID STUD GROUP BELOW MATCHING GIRDER OR BEAM
<br />t ii(:;KNF_ S:i ;ND MA. ICI I!NG VJAI-i o f UD SPr, .-ICATIONS AS NOTED ON STRUCTURAL PLAN, UNO. W * .' • NO 85166 * � Q
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<br />C' � RIB. i . , A I ,ES!GN !�S._L I�_..:.J ! � SHEATHED WITH H OSB OR PLYWOOD � = oo,sta by:
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<br />O 06-01-2020 p
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<br />U REVISIONS:
<br />No. Description Date W
<br />(n J
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<br />CMUNETAL CONNECTOR ENGINEERING¢
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