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DocuSign Envelope ID. 73183216-6612-4252-8453-A9FCCD7D-984
<br />DESIGN CRITERIA AND LOADS
<br />TABLE 2: WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS
<br />NOTFS 3 4
<br />I- -L I ,... o. , _ 111
<br />TABLE 7: METAL CONNECTOR SCHEDULE
<br />I I77nl77K1n
<br />Buildinq Code
<br />Florida Building and Residential Codes ,
<br />7th Edition (2020)
<br />Code for Design Loads
<br />ANSI/ASCE 7-16
<br />ROOF LOADING' ........................ . ...........
<br />Ca = 1.25
<br />TOP CHORD LIVE LOAD .................................
<br />20 PSF
<br />TOP CHORD DEAD LOAD ....... .......................
<br />7 PSF (TILE = 15 PSF)
<br />BOTTOM CHORD LIVE LOAD
<br />ATTICS WITH LIMITED STORAGE ..............
<br />20 PSF
<br />ATTICS WITHOUT STORAGE.... ....
<br />...... 10 PSF
<br />(NON -CONCURRENT)
<br />BOTTOM CHORD DEAD LOAD........ .............
<br />5 PSF
<br />WIND LOADING ^3 .......... .........................
<br />Cd 1.60
<br />ASCE 7-16, 3S GUST ......... ..............................
<br />139 MPH
<br />BASIC WIND SPEED
<br />EXPOSURE CATEGORY... -_ -- __- ........
<br />C
<br />BUILDING CATEGORY .............. .............
<br />_.II
<br />ENCLOSURE CLASSIFICATION ......................
<br />ENCLOSED
<br />INTERNAL PRESSURE COEFF........................0
<br />18
<br />C&C DESIGN PRESSURES ... .. ..._........(SEE
<br />TABLE 1)
<br />FLOOR LOADING .... ............... ................
<br />......... ..Cd = 1.00
<br />TOP CHORD LIVE LOAD..................................40
<br />PSF
<br />TOP CHORD DEAD LOAD.. ....... ...........
<br />......... 10 PSF (TILE = 17 PSF)
<br />BOTTOM CHORD LIVE LOAD ..........................
<br />0 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......
<br />..........0 PSF
<br />BOTTOM CHORD DEAD LOAD .
<br />_ _ _ _ _ 5 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
<br />ILL /360
<br />BEAMS' _ .................................. _...............
<br />......TL / 240
<br />NOTES:
<br />1 PORCH BEAMS AND BEAMS SUPPORTING EXTERIOR WALL
<br />ABOVE SHALL NOT EXCEED 3/d" DEFLECTION
<br />2. MAX 16" O.C. FLOOR TRUSS SPACING BELOW GAME ROOM
<br />3. ROOF TRUSS WIND DESIGN METHOD SHALL BE MWFRS
<br />(DIRECTIONAL -OR- ALL HEIGHT) C-C HYBRID
<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 />1 +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 />- 2
<br />101 200 ft
<br />-26. 7
<br />24.25 6
<br />24.2 5
<br />29. 4
<br />6
<br />SOFFIT MAX PRESSURE (psf)
<br />+28.6
<br />-38.3
<br />GARAGE DOOR PRESSURE
<br />+21.7
<br />-24.6
<br />I THIS STRUCTURE IS LOCATED IN THE WIND BORNE DEBRIS REGION
<br />AND HAS BEEN DESIGNED AS AN ENCLOSED STRUCTURE. AS SUCH,
<br />THE BUILDER MUST SUPPLY OPENING PROTECTION IN ACCORDANCE !
<br />WITH FBC 6TH ED. 2017 SECTION 1609.1.2 AND/OR FRC 6TH ED. 2017 j
<br />SECTION 301.2.1.2 AND LOCAL BUILDING JURISDICTION.
<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 />1 ST FLOOR cnP)
<br />END ZONE
<br />DESIGNATION
<br />O
<br />STUCCO AND DIRECTLY
<br />MIN 1%2" 32/16 SPAN RATED OSB OR PLYWOOD INSTALLED VERTICALLY OR (%6' 24/16
<br />ADHERED STONE
<br />INSTALLED HORIZONTALLY) W/ 8d COMMON: 6" O.C. AT PANEL EDGES, 12" O.C. IN THE
<br />� N
<br />(NOTE 6)
<br />FIELD. 2x4 BLOCKING IS RECOMMENDED AT UNSUPPORTED PANEL EDGES.
<br />ww�
<br />v J z
<br />ALL OTHER VENEER
<br />MIN 1%/ '32/16 SPAN RATED OSB OR PLYWOOD INSTALLED VERTICAL OR HORIZONTAL
<br />(NOTE 8)
<br />W/ 8d COMMON: 6" O.C. EDGES AND FIELD (UNBLOCKED HORIZONTAL PANEL EDGES);
<br />6" O.C. AT PANEL EDGES, 6" O.C. IN FIELD (BLOCKED HORIZONTAL PANEL EDGES)
<br />x c9 rn
<br />TILE AND METAL ROOF
<br />MIN 15/32" 32/16 SPAN RATED PLYWOOD INSTALLED WITH LONG DIMENSION
<br />Z .6PERPENDICULAR
<br />(NOTE 7)
<br />TO SUPPORTS W/ RSRS-01 NAILS: 4" O.C. AT PANEL EDGES AND
<br />o i -
<br />6" O.C. IN THE FIELD
<br />w0 w �
<br />MIN Z116" 24/16 SPAN RATED OSB OR PLYWOOD INSTALLED WITH LONG DIMENSION
<br />O = 0
<br />w cn
<br />SHINGLE ROOF
<br />PERPENDICULAR TO SUPPORTS W/ RSRS-01 NAILS: 6" O.C. AT PANEL EDGES, 6"
<br />O.C. IN THE FIELD.
<br />FLOOR DECK SHEATHING:
<br />2Y32" 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 3/" 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 /" LONG SCREWS @
<br />4" O.C. EDGES, 8" O.C. FIELD
<br />NOTES:
<br />1. FOR SHEATHING THICKNESS GREATER THAN 1V32" CATEGORY, USE RSRS-03 NAILS.
<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
<br />REDUCE SQUEAKING, RSRS-01 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 />7 „
<br />D HORIZONTALLY R VERTI ALLY PER FLEXIBLE VENEER WALL
<br />STRUCTURAL REQUIREMENTS ARE /6 24/16 SPAN RATING INSTALLED O C
<br />SPECIFICATIONS. INCLUDES FULL AND PARTIAL HEIGHT VENEER APPLICATIONS.
<br />7. 1V32" PLYWOOD IS A WARRANTY LIMITATION COMMON TO TILE MANUFACTURER'S MINIMUM RECOMMENDATIONS. SHOULD WARRANTY
<br />AND INSTALLATION REQUIREMENTS ALLOW, 1V32" 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. ROOF DECK SHEATHING HAS BEEN ENGINEERED TO RESIST ASCE 7-16 WIND LOADS IN ACCORDANCE WITH FRC R301.2.2.1
<br />TABLE 4: NAIL SIZE LEGEND TABLE 5: FASTENERS IN
<br />NOTES 1, 2, 3, 411 PRESSURE TREATED LUMBER
<br />DIAMETER
<br />LENGTH
<br />8d COMMON
<br />0.131"
<br />2-'/2"
<br />RSRS-01
<br />0.113"
<br />2-Y8"
<br />RSRS-03
<br />0.131"
<br />2-'/2'
<br />10d
<br />0.131"
<br />3"
<br />10d COMMON
<br />0.148"
<br />3"
<br />12d COMMON
<br />0.148"
<br />3 - %
<br />16d SINKER
<br />0.148"
<br />3-'/:'
<br />16d COMMON
<br />0.162"
<br />3-Y2'
<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 & 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'/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 CODE APPROVED PROVISIONS 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 TRUSS TOP CHORDS SHALL HAVE A MINIMUM SPECIFIC GRAVITY OF 0.49 (SYP SPECIES OR BETTER).
<br />2. 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 />RECORD FOR APPROVAL PRIOR TO
<br />WITH AN
<br />SHALL BE PREPARED IN ACCORDANCEI/TPI AND SUBMITTED TO THE ENGINEER OF S
<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 />3. 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 />4. 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 />5. 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 />6. 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 />r4U I CA L, .5, 4
<br />USP & SIMPSON CONNECTORS IN CORRESPONDING ROWS BELOW ARE EQUAL
<br />ALTERNATIVES AND MAY BE CONSIDERED INTERCHANGEABLE
<br />SIMPSON
<br />SIMPSON FASTENERS
<br />MITEK
<br />USP FASTENERS
<br />(8)'/< X 1 %" SIDS SCREWS
<br />(8)%' x 11/2' WS15-GC
<br />DTT2Z
<br />IN STUDY2" 0 X 4'/2"
<br />WOOD SCREWS IN STUD
<br />(NOTE 2)
<br />EMBED EPDXY OR
<br />DTB-TZ
<br />1/2 0 x 4%" EMBED EPDXY
<br />SCREW ANCHOR
<br />OR SCREW ANCHOR
<br />(18)0.162"x2'/z"IN
<br />(18)0.162"x2'/z"IN
<br />HTT4
<br />STUD/BEAM/TRUSS
<br />STUD/BEAM/TRUSS
<br />(NOTE 2)
<br />fie" 0 x 6" EMBED ANCHOR
<br />HTT45
<br />fie" 0 x 6" EMBED ANCHOR
<br />IN CONCRETE
<br />IN CONCRETE
<br />(26) 0.162" x 2 '/s" IN
<br />(26) 0.162" x 2 1/2" IN
<br />HTT5
<br />STUD/BEAM/TRUSS
<br />STUD/BEAM/TRUSS
<br />(NOTE 2)
<br />%" 0 x 6" EMBED ANCHOR
<br />HTT45
<br />%" 0 x 6" EMBED ANCHOR
<br />IN CONCRETE
<br />IN CONCRETE
<br />(20)'/<" x 3" SDS SCREWS
<br />(24) 3" WS IN STUD
<br />HDQ8-SDS3
<br />IN STUD GROUP
<br />PHD8
<br />GROUP'e" 0 x 12" EMBED
<br />'8" 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 %" 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 ''/2" IN TRUSS
<br />(9) 10d x 1 '/V IN TRUSS
<br />META20
<br />4" WET EMBED IN
<br />HTA20-18
<br />4" WET EMBED IN
<br />GROUTED BLOCK WALL
<br />GROUTED BLOCK WALL
<br />ABU44
<br />(12) 16d COMMON NAILS
<br />PAU44
<br />(12) 16d COMMON NAILS
<br />(NOTE6
<br />4 " 7" Y
<br />8 0 x EMBED EPDXY
<br />4 " x 7" EMBED EPDXY
<br />8 0
<br />(12) 16d COMMON NAILS
<br />(12) 16d COMMON NAILS
<br />ABU66
<br />%" 0 x 7" EMBED EPDXY
<br />PAU66
<br />§8 0 x 7" EMBED EPDXY
<br />(NOTE 6)
<br />(12" EMBED AT GARAGE
<br />(12" EMBED AT GARAGE
<br />DOOR RETURNS)
<br />DOOR RETURNS)
<br />(14) 16d COMMON IN
<br />HD4HD488,
<br />(14) 16d COMMON IN
<br />C 8,
<br />HC48
<br />HEADER
<br />HEADER
<br />HU
<br />HUC28-2
<br />(6) 10d COMMON IN BEAM
<br />HD28-2
<br />HD28 -2F
<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 Y2" SIDS SCREW
<br />(4) %" x 11/2' WS15 SCREWS
<br />IN TRUSS/RAFTER
<br />IN TRUSS/ RAFTER
<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 />(4) SDS'/:' x 1 '/2' SCREWS
<br />(4) %" x 1'/2" WS15 SCREWS
<br />HGAMIOKT
<br />IN TRUSS/RAFTER
<br />HGAMIOKT
<br />IN TRUSS/ RAFTER
<br />(4) /. x 13 WEDGE BOLT
<br />(4) %" x 23/+" TITEN SCREWS
<br />L_
<br />IN MASONRY
<br />OR EQUIVALENT IN
<br />I
<br />I MASONRY
<br />SIMPSON
<br />SIMPSON
<br />FASTENERS
<br />MITEK
<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 />MTW12
<br />(7) 10d x 1 'Y2"
<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 />( )
<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 %" TITEN
<br />(5) %" x 2 %" TAPCON IN
<br />SCREWS IN MASONRY
<br />MASONRY
<br />(11)10dx1%"IN
<br />(11) 10d x 1 1/2" IN
<br />HTS20
<br />TRUSS/RAFTER
<br />HTW20
<br />TRUSS/RAFTER
<br />(11) 10d x 1 1/2" IN
<br />(11) 10d x 1 '/z" IN
<br />STUD
<br />STUD
<br />(12)10dx1'/z"IN
<br />(8)10dx1'/z"IN
<br />TRUSS/RAFTER
<br />TRUSS/RAFTER
<br />HTSM20
<br />1210dx1/zIN
<br />HTWM20
<br />+
<br />4 x 3" WEDGE BOLT
<br />O /,„
<br />STUD
<br />OR EQUIVALENT IN STUD
<br />(5)8dx1%"IN
<br />(5) 8d x 11/2" IN
<br />H2.5T/
<br />TRUSS
<br />RT7/
<br />TRUSS
<br />HA8
<br />(5) 8d x 1'/2' IN
<br />RT7AT
<br />(5) 8d x 1'/s" IN
<br />TOP PLATE
<br />TOP PLATE
<br />(5) 10d x 11/2" IN
<br />(5) 10d x 1'/z" IN
<br />TRUSS
<br />TRUSS
<br />H8
<br />(5) 10d x 1 Y7" IN
<br />RT8A
<br />(5) 10d x 11/z" IN
<br />TOP PLATE
<br />TOP PLATE
<br />(16) 1bd UUMMUN IN
<br />(16) 10d COMMON TO
<br />TRUSS/RAFTER
<br />TRUSS/RAFTER
<br />LGT2
<br />(7) Y:' x 2 %" TITEN
<br />LUGT2
<br />(5) '0" 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) SIDS %" x 2 Y2'
<br />(12) WS25 %" x 2 ''/z"
<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 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 />'/:' 0 x 2 W TITENS ILO 16d. CONCRETE REQUIRES EQUIVALENT NUMBER OF '/:' 0 x 1 3/." 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. SHOULD LIMITED AREAS OF STACK BOND MASONRY EXIST, EVERY OTHER COURSE SHALL BE EQUIPPED w/ 9 GAUGE LADDER
<br />TYPE HORIZONTAL JOINT REINFORCEMENT
<br />ALL GROUT TO MIXED PER ASTM C476 STANDARDS AND INSTALLED TO COMPLY WITH FBC R606.3.5. fc = 3 3 000 PSI. ,
<br />4. VERTICAL WALL REINFORCING TO BE ASTM A615 GRADE 60 REBAR.
<br />5. LAPS BETWEEN VERTICAL REINFORCING AND DOWELS TO BE 30".
<br />6. VERTICAL REINFORCING TO HAVE 10" STANDARD HOOK INTO BOND BEAM. DOWEL TO HAVE 10" STANDARD HOOK INTO FOOTING
<br />7. PRE -CAST MASONRY LINTELS: SEE "TYPICAL PRE -CAST LINTEL OPTIONS" DETAIL ON STRUCTURAL DETAIL SHEET.
<br />8. PROVIDE MOISTURE BARRIER FOR ALL UNTREATED LUMBER IN CONTACT WITH MASONRY OR CONCRETE.
<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 />A HW Y
<br />EW
<br />C- C A
<br />0
<br />OSB
<br />WSP
<br />ORIENTED STRAND BOARD
<br />WOOD STRUCTURAL PANEL
<br />SOUTHERN YELLOW PINE
<br />O
<br />LID
<br />APEX
<br />0
<br />0
<br />SYP
<br />SPF
<br />SPRUCE -PINE -FUR
<br />N
<br />CONT
<br />CONTINUOUS
<br />0
<br />Q)
<br />O.C.
<br />ON CENTER
<br />It
<br />x
<br />a)
<br />LSL
<br />1.55E TIMBERSTRAND LSL ENGINEERED LUMBER, 1 3/4" WIDE, UNO.
<br />(3 %" WIDE LSL BEAMS ARE EQUIVALENT TO 2-PLY 1 -%" BEAM)
<br />+
<br />LVL
<br />2.0E MICROLLAM LVL ENGINEERED LUMBER, 1 3/" WIDE
<br />PSL
<br />SYS 42
<br />2.0E PARRALLAM PSL ENGINEERED LUMBER, 3 '/2' WIDE, UNO.
<br />PROPERLY RATED OPEN WEB HEADER
<br />M
<br />INTERIOR ROOF LOAD BEARING WALL, SPECIFICATIONS
<br />OUTLINED ON TYPICAL WALL SECTIONS, DETAIL SHEETS
<br />LL
<br />tds
<br />W
<br />INTERIOR BEARING WALL WITH NO UPLIFT. NO UPLIFT ANCHORS REQUIRED. MINIMUM
<br />J
<br />J
<br />iQ
<br />a)BOTTOM
<br />PLATE ANCHORAGE IS 1/2" ANCHOR @ 8'-0" O.C. (UNO ON FRAMING PLAN OR
<br />true design studies
<br />SW SPECIFICATIONS)
<br />z
<br />O
<br />STRUCTURAL WOOD BEAM
<br />(A
<br />-
<br />Y
<br />9000 REGENCY SQUARE BLVD.
<br />STUD COLUMN KEYNOTE
<br />Q
<br />SUITE 100, JACKSONVILLE, FL 32211
<br />NUMBER OF SDWC15600 CONNECTING TOP PLATE TO STUDS.
<br />_O
<br />O
<br />NUMBER OF STUDS BELOW BEAM/GIRDER TRUSS. STUDS
<br />O
<br />2
<br />1 2 STUDS
<br />(D w
<br />0
<br />2
<br />ANCHOR
<br />TO MATCH WALL FRAMING SIZE AND GRADE, LINO. I:
<br />W c3'
<br />ADDITIONAL CLARITY FOR THE LOCATION OF THE STUD COLUMN F-
<br />Q)
<br />i�
<br />HIROHOMN
<br />0)
<br />BOTTOM OF STUD COLUMN CONNECTION �
<br />1ST LEVEL STUD COLUMN: HOLDDOWN REQUIRED AT BASE OF COLUMN s
<br />2ND LEVEL STUD COLUMN: STRAPPING REQUIRED FROM 2ND LEVEL J
<br />COLUMN TO 1ST LEVEL STUDS/HEADER/BEAM. co
<br />"ANCHOR" REQUIRES BOTTOM PLATE ANCHOR WITHIN 3" OF STUD COLUMN w
<br />NUMBER OF SDWC15450 CONNECTING STUDS TO BOTTOM PLATE Q
<br />HEADER STRAPPING KEYNOTE
<br />NUMBER OF STRAPS CONNECTING HEADER TO JACK STUD (n
<br />1 MSTA24 TYPE OF STRAP CONNECTING HEADER TO JACK STUD U
<br />1 DTT2Z Z
<br />KING/JACK GROUP BOTTOM CONNECTION w
<br />1ST LEVEL STUD GROUP: HOLDDOWN REQUIRED AT BASE OF STUD GROUP 0
<br />2ND LEVEL STUD COLUMN: STRAPPING REQUIRED FROM 2ND LEVEL STUD w
<br />GROUP TO 1ST LEVEL STUDS/HEADER/BEAM. w
<br />NUMBER OF HOLDDOWNS/STRAPS AT BASE OF KING/JACK GROUP O
<br />O
<br />NON -BEARING HEADER FRAMING KEYNOTE
<br />NO HDR - # NUMBER OF KING STUDS EACH SIDE OF OPENING
<br />UA
<br />HEADER MAY BE FRAMED AS NON BEARING HEADER DUE TO LIGHTLY
<br />LOADED CONDITIONS ABOVE 0 U)
<br />#2 SYP HEADER FRAMING KEYNOTE z W
<br />U
<br />(2)2, 10-1 / 2 NUMBER OF KING STUDS EACH SIDE OF OPENING (A Uj
<br />W
<br />NUMBER OF JACK STUDS EACH SIDE OF OPENING z Z W
<br />DEPTH OF LOAD -BEARING #2 SYP HEADER O
<br />NUMBER OF PLIES IN HEADER mLLJ U)
<br />Ix
<br />ENGINEERED LUMBER HEADER FRAMING KEYNOTE W Q
<br />NUMBER OF KING STUDS EACH SIDE OF OPENING W
<br />Z
<br />NUMBER OF JACK STUDS EACH SIDE OF OPENING Z > Q Q
<br />HEADER MATERIAL (LSL, LVL, PSL, OR SYS42) W W 0
<br />Uj W
<br />DEPTH OF LOAD -BEARING EWP HEADER < Q W g
<br />NUMBER OF PLIES IN HEADER (1 34" WIDE UNO) W
<br />HEADER FRAMING i x
<br />IL U
<br />1. ALL HEADER JACK AND KING STU DS SHALL BE FASTENED TO EACH OTHER WITH (2) ROWS 10d @ 8" O.C. z
<br />STAGGERED. 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. Q 0
<br />3. FASTEN ALL MULTI -PLY HEADERS TOGETHER WITH (2) ROWS 10d @ 8" O.C., STAGGERED ALONG EACH EDGE. 0f w
<br />4. FASTEN ALL HEADERS TO KING STUDS WITH (3)8d TOE NAILS O Z
<br />5. IF HEADER NOT SPECIFIED, CONTACT ENGINEER OF RECORD. a
<br />6. UNO ON PLAN, MIN (1) SDWC15600 TOP PLT TO KING STUD AND (1) SDWC15450 KING STUD TO BOTTOM PLATE O EE
<br />d
<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
<br />OPENINGS 39" OR LESS, OR AT FIRST FLOOR HEADERS WHEN A 2ND LEVEL FLOOR SYSTEM IS ABOVE: 0 J
<br />• SDWC15600 @ MAX 32" O.C. AS SHOWN, "ALTERNATE SECTION (HEADERS),ST-5 O Abbott Park U
<br />• SPH w/ (12) 10d x 1- Y2" @ 16" O.C. OR
<br />• DSP w/ (14) 10d x 1- Y2' @ 16" O.C. OR LL LOT 003-04-1 C
<br />• FASTEN TRUSS DIRECTLY TO HEADER w/ MTS OR HTS w/ (14) 10d x 1-%" (OR EQUAL APPROVED BY EOR). Q w
<br />8. CRIPPLE BLOCKS BELOW LOAD -BEARING HEADERS MAY BE FRAMED AT 24" O C. F-
<br />C) a
<br />z z
<br />O
<br />FRAMING NOTES O PROJECT NO LU
<br />1. SIMPSON ACRYLIC -TIE ADHESIVE OR EQUAL SHALL BE USED IN ALL DRILLED AND EPDXIED ANCHOR APPLICATIONS. J 2021.014965
<br />ANCHOR BOLT, THREADED ROD, OR DOWELED REINFORCING STEEL MAY BE EMBEDDED TO THE SPECIFIED DEPTH, IN O W
<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 HOLE IN THE CONCRETE AND WOOD BOTTOM PLATE. MANUFACTURER'S = ASH o
<br />SPECIFICATIONS MUST BE FOLLOWED FOR PROPER INSTALLATION. U O
<br />2. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY, UNO. ALL WATERPROOFING AND FIRE SAFETY L CHKD' LO
<br />SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHER. X VA (A
<br />3. ALL METAL CONNECTORS SPECIFIED ON PLAN ARE IN ADDITION TO FRAMING FASTENER REQUIREMENTS LISTED IN W W
<br />TABLE 2304.10.1
<br />4. BEAMS IDENTIFIED BY NUMBER ON PLAN ARE TO BE PROVIDED BY TRUSS MANUFACTURER OR LUMBER SUPPLIER.
<br />5. FASTEN ALL MULTI -PLY STUD COLUMNS AND CORNERS TOGETHER WITH (2) ROWS 10d @ 8" O.C. STAGGERED. X U
<br />UPPER LEVEL MULTI -PLY STUD GROUPS BELOW ALL GIRDER LOCATIONS TO BE CONTINUOUS THROUGH FLOOR Q ttt��� cn
<br />SYSTEM TO FOUNDATION. (NOT REQUIRED BELOW HEADER JACK/KING STUD GROUPS) ``����5'(IN• LgN7� �,�� (�
<br />6. FASTEN ALL STUDS TO BOTTOM AND TOP PLATES WITH (4)8d TOE NAILS OR (2)16d COMMON END NAILS. % �� ••• G E N '9 �� O
<br />7. FASTEN ALL TRUSSES AND RAFTERS TO TOP PLATES WITH (3)8d TOE NAILS. m '� .••�,� `SF'•• ��+ z
<br />8. ALL MULTI -PLY TRUSS GIRDERS AND BEAMS TO HAVE SOLID STUD GROUP BELOW MATCHING GIRDER OR BEAM
<br />THICKNESS AND MATCHING WALL STUD SPECIFICATIONS AS NOTED ON STRUCTURAL PLAN, LINO. Z
<br />9. EXTERIOR WALL DESIGN ASSUMES CONTINUOUSLY SHEATHED WITH OSB OR PLYWOOD -'
<br />'STATE OF
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<br />•FO467;45... 0��i CAS; • • R Z
<br />Q
<br />O 12-29-2021 p
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<br />U_ REVISIONS:
<br />U_ r
<br />Q No. Description Date - w
<br />-- - J
<br />>- I U
<br />C� U)
<br />O I-
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<br />z
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<br />CMUIMETAL CONNECTOR ENGINEERING
<br />
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