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'1 I
<br />)ocuSign Envelope ID: C1150073-72E1-4C6A-B7BF-9,IL)i',�j,IF6l�P•B3
<br />DESIGN CRITERIA AND LOADS
<br />Building Code
<br />Florida Building and Residential Codes
<br />6"' Edition (2017)
<br />Code for Design Loads
<br />ANSI/ASCE 7
<br />ROOF LOADING' ...................
<br />Cd - 1 25
<br />TOP CHORD LIVE LOAD......
<br />20 PSF
<br />TOP CHORD DEAD LOAD.....
<br />7 PSF (TILE
<br />BOTTOM CHORD LIVE LOAD
<br />ATTICS WITH LIMITED STORAGE
<br />20 PSF
<br />ATTICS WITHOUT STORAGE
<br />10 PSF
<br />(NON-CONCU
<br />BOTTOM CHORD DEAD LOAD
<br />5 PSF
<br />WIND LOADING ..................
<br />ASCE 7-10, 3S GUST ...............
<br />BASIC WIND SPEED
<br />C,i 160
<br />139 MPH
<br />EXPOSURE CATEGORY...
<br />C
<br />BUILDING CATEGORY........
<br />11
<br />ENCLOSURE CLASSIFICATION
<br />ENCLOSED
<br />INTERNAL PRESSURE COEFF
<br />018
<br />C&C DESIGN PRESSURES.. ._ _
<br />(SEE TABLE_
<br />FLOOR LOADING ....................
<br />Co _ '• 00
<br />TOP CHORD LIVE LOAD,.....
<br />-40 PSF
<br />TOP CHORD DEAD LOAD..._
<br />10 PSF
<br />BOTTOM CHORD LIVE LOAD
<br />0 PcF
<br />BOTTOM CHORD DEAD LOAD -
<br />5 PSF
<br />l )I
<br />1. SPECIAL FLOOR (GAME ROOM) CAI NC
<br />C - OC
<br />TOP CHORD LIVE LOAD... . .
<br />60 PSF
<br />TOP CHORD DEAD LOAD.....
<br />10 E'c;F
<br />BOTTOM CHORD LIVE LOAD _
<br />0 PSF
<br />BOTTOM CHORD DEAD LOAD
<br />5 PSF
<br />MAXIMUM FLOOR TRUSS SPACING;
<br />16" 0 C
<br />-
<br />DEFLECTION CRITERIA
<br />LL / 24:'
<br />ROOF TRUSSES ................ ...
<br />TL r 18,
<br />TL MAX
<br />FLOOR JOIST OR TRUSS... ... LL 48()
<br />TL :' 360
<br />BEAMS' ................................._... LL 360
<br />TL 240
<br />NOTES:
<br />.1. PORCH BEAMS AND BEAMS SUI AUK I ING EXT ERIC)h Vv•
<br />ABOVE SHALL NOT EXCEED %n" DEFLECTION
<br />'TABLE 1: COMPONENT AND
<br />CLADDING DESIGN PRESSURE,
<br />i
<br />WINDOWS AND DOORS
<br />EFFECTIVE
<br />ZONE DESIGNATION
<br />WIND AREA
<br />IZ -Interior Zone (psf)
<br />EZ End 7
<br />0 - 20 ft2
<br />+28.54 -30 96
<br />+ 2 8 54
<br />21 - 50 ft2
<br />+27.17 -29 59
<br />+27 17
<br />51 -100 ft2
<br />+25.52 `27 94
<br />+25 52_
<br />101 - 200 ft2
<br />+24.25 -26 67
<br />+24 25
<br />VINYL SOFFIT MAX PRESSURE (psf) +28 h
<br />GARAGE DOOR WIDTH' PRESStJF
<br />8 FT 4
<br />10 FT +2_
<br />16 FT +.
<br />;
<br />-- - --
<br />18 FT
<br />"GARAGE DOOR HEIGHT MAY BE 6-8' OR HIGHEP
<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 FIA O R
<br />40FT
<br />(TYP)
<br />END,
<br />DESK
<br />TABLE 2: WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS
<br />NOTES 3,4
<br />p O
<br />STUCCO AND DIRECTLY
<br />MIN 1%2" 32/16 SPAN RATED OSB OR PLYWOOD INSTALLED VERTICALLY OR (%s' 24/16
<br />=
<br />ADHERED STONE
<br />INSTALLED HORIZONTALLY) W/ 8d COMMON: 6" O C. AT PANEL EDGES, 12" O.C. IN THE
<br />^
<br />t- N
<br />(NOTE 6)
<br />FIELD. 2x4 BLOCKING IS RECOMMENDED AT UNSUPPORTED PANEL EDGES.
<br />wwP
<br />_jT.O
<br />W ?
<br />ALL OTHER VENEER
<br />MIN ;/6 " 24/16 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, 12" O.C. IN FIELD (BLOCKED HORIZONTAL PANEL EDGES)
<br />a
<br />Y 0
<br />TILE ROOF
<br />MIN16/2" 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 w
<br />8" O.C. IN THE FIELD
<br />O w z
<br />SHINGLE AND METAL ROOF
<br />MIN %6" 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 />23
<br />/2 T&G OSB OR PLYWOOD W/ loci COMMON 6" O C AT PANEL EDGES 12" O.C. IN THE
<br />(NOTE 5)
<br />FIELD.
<br />MIN Y6" OSB OR PLYWOOD OR CDX INSTALLED PERPENDICULAR TO SUPPORTS W/ 8d
<br />PORCH CEILING BOARD SHEATHING:
<br />COMMON. 3" O.0 AT PANEL EDGES 12" O.C. IN THE FIELD OR MIN %2" EXTERIOR GYPSUM
<br />CEILING BOARD, FASTEN w/ 5d x 1 /6" COOLER NAIL OR NO.6 x 1 %" LONG SCREWS @
<br />4" O.C. EDGES, 8" O.0 FIELD
<br />NOTES:
<br />1 FOR SHEATHING THICKNESS GREATER THAN 1Y32" CATEGORY (32116 SPAN RATING). USE loci 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 />D
<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 FLUOR PERFORMANCE AND TO HELP
<br />REDUCE SQUEAKING, 8d RING SHANK NAILS OR 8d SCREW NAILS ARE RECOMMENDED.
<br />6 1Y32" 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 />R XI
<br />STRUCTURAL REQUIREMENTS ARE /6 24/16 SPAN RATING INSTALLED HORIZONTALLY OR VERTICALLY PER FLEXIBLE VENEER WALL
<br />SPECIFICATIONS. INCLUDES FULL AND PA
<br />RTIAL HEIGHT VENEER
<br />APPLICATIONS.
<br />7 ty32" 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
<br />8d COMMON
<br />0.131"
<br />2-%"
<br />8d RINGSHANK
<br />0.113"
<br />2 3/"
<br />1Od x 1-Yz"
<br />0.148"
<br />2"
<br />loci
<br />0.131"
<br />3"
<br />1 Od COMMON
<br />0.148"
<br />3"
<br />12d COMMON
<br />0.148"
<br />3-1/4"
<br />16d SINKER
<br />0.148"
<br />3-Y4"
<br />16d COMMON
<br />0.162"
<br />3-Y2"
<br />TABLE 5: FASTENERS IN
<br />PRESSURE TREATED LUMBER
<br />PRESERVATIVE
<br />FASTENER TYPE
<br />ACZA
<br />STANDARD CARBON STEEL
<br />STAINLESS CONNECTORS AND
<br />SODIUM BORATE (NOTE 1)
<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: Y-
<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 />ETER SIZES APPLY T FASTENERS
<br />F1667. NOMINAL DIAMETER
<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 Q AND FOUNDATION 2 ONNOTES1 CONCRETE COMPRESSIVE STRENGTH FOR ,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 V SAWCUTS IN THE SLAB IN A 15'xl5' 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 OF
<br />THE FRAMING PLAN 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 />NOTES 2. 3. 4
<br />MITEK & SIMPSON CONNECTORS IN CORRESPONDING ROWS BELOW ARE
<br />EQUAL ALTERNATIVES AND MAY BE CONSIDERED INTERCHANGEABLE ,
<br />SIMPSON
<br />SIMPSON FASTENERS
<br />MITEK
<br />MITEK FASTENERS
<br />SIMPSON
<br />SIMPSON
<br />FASTENERS
<br />MITEK
<br />MITEK FASTENERS !I
<br />(8)'% X 1 %-' SDS SCREWS
<br />(8)%" x 1 : 5-GC
<br />IN STUD'/z' 0 X 4'/i'
<br />WOOD SCREWS IN STUD
<br />(9) 10d COMMON
<br />(9) loci
<br />(NOTE 2)
<br />EMBED EPDXY OR
<br />DTB-TZ
<br />1/2 O x 4%" EMBED EPDXY
<br />CS18
<br />EACH END
<br />CS20
<br />COMMON
<br />SCREW ANCHOR
<br />OR SCREW ANCHOR
<br />EACH END {I
<br />(18)0.162"x2'/z"IN
<br />(18)0.162"x2 Yz"IN
<br />HTT4
<br />STUD/BEAMFrRUSS
<br />STUD/BEAM/TRUSS
<br />(7) 10d x 1 Yz"
<br />(7) 1Od x 1 '/2"
<br />(NOTE 2)
<br />�6" 0x 6" EMBED ANCHOR
<br />HTT45
<br />§6" f7J x 6" EMBED ANCHOR
<br />MTS12
<br />EACH END
<br />MTW12
<br />EACH END
<br />IN CONCRETE
<br />IN CONCRETE
<br />(26) 0.162" x 2 Yz" IN
<br />(26) 0.162" x 2 '/z" IN
<br />I
<br />HTT5
<br />STUD/BEAM/TRUSS
<br />HTT45
<br />STUD/BEAM/TRUSS
<br />MSTA24
<br />(9) 10d COMMON
<br />MSTA24
<br />(9) loci COMMON
<br />II
<br />(NOTE 2)
<br />�6" 0 x 6" EMBED ANCHOR
<br />46" 0 x 6" EMBED ANCHOR
<br />EACH END
<br />EACH END
<br />IN CONCRETE
<br />IN CONCRETE
<br />(20)Y4" x 3" SDS SCREWS
<br />(24) 3" WS IN STUD
<br />HDQ8-SDS3
<br />IN STUD GROUP
<br />PHD8
<br />GROUP " !Z x 12" EMBED
<br />a
<br />MSTA36
<br />(13) 1Od COMMON
<br />MSTA36
<br />(13) 1Od COMMON
<br />j
<br />a' Q x 12" EMBED
<br />ANCHOR IN CONCRETE
<br />EACH END
<br />EACH END
<br />jl
<br />ANCHOR IN CONCRETE
<br />(7) 10d COMMON IN JIB
<br />(7) 10d x 1 '/z" IN TRUSS
<br />(7) 10d x 1 %" IN TRUSS
<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 ll
<br />GROUTED BLOCK WALL
<br />GROUTED BLOCK WALL
<br />(4) ,/V x 2 %" TITEN
<br />(5) '/d' x 2 1/4" TAPC ON IN !
<br />SCREWS IN MASONRY
<br />MASONRY i
<br />(11) loci x 1 'i 'Iry
<br />(8) 10d x 1 %" IN TRUSS
<br />(9) 10d x 1 '/z" IN TRUSS
<br />(11) loci x 1 1/2" IN
<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) loci x 1 1/2" IN
<br />(11) 10c1 x 1 %" It i
<br />STUD
<br />STUD
<br />- :, --- -
<br />(8) loci z I /z IIN
<br />„ ,
<br />(12) loci x 1 /z IN
<br />ABU44
<br />(12) 16d COMMON NAILS
<br />PAU44
<br />(12) 16d COMMON NAILS
<br />HTSM20
<br />TRUSS/RAFTER
<br />HTWM20
<br />TRUSS/RAFTER
<br />(NOTE 6)
<br />�a' O x 7" EMBED EPDXY
<br />�6„ O x 7" EMBED EPDXY
<br />(12) 1Od x 1 Yz' IN
<br />(4)''/4" x 3" WEDGE BOLT
<br />STUD
<br />OR EQUIVALENT IN STUDji
<br />(12) 16d COMMON NAILS
<br />(12) 16d COMMON NAILS
<br />(5) 8d x 1 Yz" IN
<br />(5) 8d x 1 /1 IN^ {,
<br />ABU66
<br />%" 0 x 7" EMBED EPDXY
<br />PAU66
<br />4 " 0 x 7" EMBED EPDXY
<br />H2.5T/
<br />TRUSS
<br />RT7/
<br />TRUSS '
<br />(NOTE 6)
<br />(12" EMBED AT GARAGE
<br />(12" EMBED AT GARAGE
<br />HA8
<br />(5) 8d x 1 Yz" IN
<br />RT7AT
<br />(5)8dX1/z"IN
<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) loci x 1'/z" IN
<br />(5) 1Ud x 1'i IN
<br />HUC48,
<br />HEADER
<br />HD481F,
<br />HEADER
<br />H8
<br />TRUSS
<br />RT8A
<br />TRUE IS{�
<br />I
<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 />(5) loci x 1 Yz' IN
<br />TOP PLATE
<br />(5) loci x 1 Y�" IN
<br />TOP PLATE �I
<br />(16) 1 Od COMMON TO j
<br />HU410,
<br />(18) 16d COMMON IN
<br />HD410,
<br />(18) 16d COMMON IN
<br />HUC410,
<br />HEADER
<br />HD4101F,
<br />HEADER
<br />LGT2
<br />TRUSS/RAFTER
<br />''YV
<br />LUGT2
<br />TRUSS/RAFTER 11
<br />HU210-2,
<br />(10) 10d COMMON IN
<br />HD210-2,
<br />(10) 10d COMMON IN
<br />(7) Y;' x 2 TITEN
<br />(5) 0" x 3" WEDGE BOI.,
<br />i
<br />HUC210-2
<br />BEAM
<br />HD210-21F
<br />BEAM
<br />SCREWS IN MASONRY
<br />OR EQUIVALENT
<br />(28) 16d SINKER IN 1,VAt_L I�
<br />ij
<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 />WALL FRAMING
<br />WALL
<br />LUGT3
<br />FRAMING I,
<br />10 10d COMMON IN BEAM
<br />10 10d COMMON IN BEAM
<br />(1 SDS Y<" x 2 Yz"
<br />(1
<br />(12) WS25 %' x 2
<br />(4)%" x 1 %" SDS SCREW
<br />(4) %" x 1 Yz' WS15 SCREWS
<br />IN TRUSS
<br />IN TRUSS
<br />IN TRUSS/RAFTER
<br />IN TRUSS/ RAFTER
<br />------ - '
<br />HGA10KT
<br />(4)%" x 3" SDS SCREWS
<br />HGA10
<br />(4) %" x 3" WS3 SCREWS
<br />IN TOP PLATE
<br />IN TOP PLATE
<br />SDWC14500,
<br />SDWC15600
<br />NO
<br />MITEK EQUIVALENT
<br />(4) SDS %" x 1 1/2' SCREWS
<br />(4) %" x 11/2" WS15 SCREWS
<br />__-_------
<br />HGAM10KT
<br />IN TRUSS/RAFTER
<br />HGAM10KT
<br />IN TRUSS/ RAFTER
<br />(4)'%" 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 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 '/i' LONG, WITH EQUIVALENT DIAMETER TO COMMON NAILS SPECIFIED ABOVE MAY BE USED FOR
<br />1 D ABU POST BASE ANCHORS, CS 6, AN M STA FLAT STRAPS.
<br />6. MASONRY APPLICATION REQUIRE EQUIVALENT NUMBER OF TITEN ANCHORS IN LIEU OF 16d NAILS TO HDR CONNECTION. CMU REQUIRES
<br />Y;' 0 x 2 %" TITENS ILO 16d. CONCRETE REQUIRES EQUIVALENT NUMBER OF'W O x 1 %" TITENS ILO 16d.
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<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.
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<br />IN_ t \10['. RI 'IN rr,Ll b1tiTH NO UPLIFT. NO UPLIFT ANCHORS REQUIRED. MINIMUM
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<br />BO I-; OM nr_ 1.1-'t1D COLUMN CONNECTION
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<br />-- 1 ST LC•JE 1_ "U^ "C: LUMN: HOLDDOWN REQUIRED AT BASE OF COLUMN
<br />GNU i.E`•ii_L '!UD CCI_t v1N. S,RAPPING REQUIRED FROM 2ND LEVEL
<br />CGL_UMN T,", 1G F LEVEL STUDS/HEADER/BEAM
<br />'ANCHOR' REQUIRES BOTTOM PLATE ANCHOR WITHIN 3" OF STUD COLUMN
<br />' - - --- - - - ---
<br />NUMBER, OF-'3DWC15.450 CONNECTING STUDS TO BOTTOM PLATE
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<br />NUMBER OF 51'kAt 8 C,CNNECTING HEADER TO JACK STUD
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<br />1 ! F`:'r t t I: ,' P(_) )t- HOL JDOWN REQUIRED AT BASE OF STUD GROUP
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<br />I_"'! UJS i 0' ADER/BEAM
<br />NIofvli-sEi-' : ; r !()I.DF:;'')vVNS/:� 1-RAPS AT BASE OF KING/JACK GROUP
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<br />- NUN1FsLt, i )t 'INC,! UF)S EAGFi SIDE OF OPENING
<br />c �,K ., , 1 .'� UPS EACH SIDE OF OPENING
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<br />1 :1 , !_ L I 2-44-- NLJI✓i13E-R'.!r KINIG Sri1D' EACH SIDE OF OPENING
<br />- --- NUMBER OF JACK STUDS EACH SIDE OF OPENING
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<br />----- ---------------- NU111F3ER C)t r-'I.IEy Ira fil•ADER (1 /," V`JIDE lJNO)
<br />HEADER FRAMING
<br />ALL F!EADT7R ' .C:K AND K;NC !1 !': ; SI1,•.LL I3E F^,STEN ED TO EACH OTHER WITH (2) ROWS 1Od @ 8" O.C.
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<br />2 NON t r.AF'tINU IiEADER DU %_ Tom, ,_I,.A i_f I_Y L.:�ADLD CONDITIONS, 38" OR LESS CLEAR -OPENINGS IN AN
<br />EXTERIOR WALL DO NOT FRE.00:RE LGAO BEARING HEADER. SEE PLAN.
<br />3. FASTEN ALL MULTI -PLY 1-1LADI.:KS 1C)GE FHE_R WEFFI (2) ROWS 10d @ 8" O.C., STAGGERED ALONG EACH EDGE.
<br />4 FA, .TEN ALL HEADERS I- ) KING '.;1 LIDS FAITH (3)8d TOE NAILS .
<br />r.,. IF. HE:ADER NOT- PECIFILD, Ci''r-JT :C:T ENGINEER OF RECORD
<br />6 HNO ON Pt AN. t:'!;N ' 11 _' T^',P i'i O KING STUD AND 0SDY4J',11E450 KING STUD TO BOTTOM PLATE
<br />CC_-NNFCTi'iN F LCJUIRLC L; ! t .,E C' rJ(NC. •'�;O SONNECTION REQUIRED FOR OPENINGS AT FIRST
<br />r Lv(:K HE7IDLR WHEN 7. 2ND L.F GI, FLOOR SYS fEfvi IS ABOVE.
<br />7 TOP F'LA. FE TO I IEADEFR i;UNNL-C i iON P!: -t CANE OF THE FOLLOWING (NO CONNECTION REQUIRED FOR
<br />OPErINGS 39 OF LESS ;R A! 1I'S' FIL•)OR +!EADERS WHEN A 2ND LEVEL FLOOR SYSTEM IS ABOVE:
<br />• SOWCl,60'.` MAX. ^T" G'.'; A'c=;F)'71^aJ 'ALTERNATE SECTION (HEADERS),ST-5
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<br />4 !=P, ; Tl:rd TF i;S;3 E;IRL c'TI. Y 7sl F ? •m h9TS OR HTS w/ (14) loci x 1-'Y2" (OP. EQUAL APPROVED BY EOR),
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<br />SICIALL BE USED IN ALL DRILLED AND EPDXIED ANCHOR APPLICATIONS.
<br />",tii,r;•:)I<' I: ,_ I K ,1' ( ,; a t-c E'' REINFORCING STEEL MAY BE EMBEDDED TO THE SPECIFIED DEPTH, IN
<br />r, !;I_ LL F' _i '�!ED Ii.,r4; F: ,'Y 1;15' I0 1hi" GREATER THAN SPECIFIED ANCHOR DIAMETER).
<br />f!i iL' ,I,/F.;F 1'OY I'.'iLiS i if_i ! !I!_ Hf-,LE: !,N 't HE CON BETE AND WOOD BOTTOM PLATE. MANUFACTURER'S
<br />I!=1CATloN,:: MUST RF i=GLLI-;'`.,'Fa:i F^,R PROPER INSTALLATION.
<br />2 V..: ! ! iI< 1. -F'F -IF1 F.i:'-"J E)F: :;:= i`_ !tJTENDED FOR DRY USE ONLY, U N 0 ALL WATERPROOFING AND FIRE SAFETY
<br />r;`:Sr' ^J ,!E:1:_('" .:F 1 ;r_ CON" )RF:::TOR AND ARE TO BE DESIGNED AND DETAILED BY OTHER.
<br />3. AI.1 rvi!_ i-A i;'.:)PviJEc I'CiR. SPE ". if il_E) �:iN PLAN ARE !N ADDITION TO FRAMING FASTENER REQUIREMENTS LISTED IN
<br />1 AISi.0 2304 9. ,
<br />4 BEP' Vi IDENTIHED BY NUMBER i:,N PLAN ARE FO BE PROVIDED BY TRUSS MANUFACTURER.
<br />f` Ai; l EN ALL MULTI-F'L.Y S1 UD (,' :A_'I Jh;1Nc. APJD CORNERS TOGETHER WITH (2) ROWS 10d @ 8" O.C. STAGGERED.
<br />i)PI'Ek� t.1, VEL Mi11_TI-PI Y S fUF) (J. 1,;JPS BF L;-)1V ALL GIRDER LOCATIONS TO BE CONTINUOUS THROUGH FLOOR
<br />;Y M T) I_„UNDATION !rIc) I. Gi! 1,k L BLL01A1 HEADER JACK/KING STUD GROUPS)
<br />FA . I=N ALL_ STt_tJS T O'' T (:^,' !L; ;' L:1TES N' FH la`8d TOE NAILS. OR (2)l6d COMMMON END NAILS.
<br />rAS'r_N ALL TRUSSES AND RA, FPS' TO 1 OP PLATE`S :VITH (3)8d TOE NAILS.
<br />F'. All.- \11!1.11 RLY T RUISS GIRDER-' �'44D SEA. 0; 10 I iA'V,- SOLID STUD GROUP BELOW MATCHING GIRDER OR BEAM
<br />THiCKNESS AND MATCHING WAL I STUD :.7Pr !FiCATiONS AS NOTED ON STRUCTURAL PLAN. UNO.
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