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<br />ID oE2DlB58-E1C9-4409-A90C-76581A434E89
<br />DESIGN CRITERIA AND LOADS
<br />tnldinq Code
<br />,orida Building and Residential Codes , 61h Edition (20'
<br />d f D L d
<br />-.. a or eslpn oa s
<br />,NSI/ASCE 7
<br />OOF LOADING' ..............................................
<br />,
<br />Cd_ 1 25
<br />OP CHORD LIVE LOAD .................................
<br />20 PSF
<br />OP CHORD DEAD LOAD................................7
<br />PSF TILI PSF
<br />)TTOM CHORD LIVE LOAD
<br />ATTICS WITH LIMITED STORAGE ...............
<br />20 PSF
<br />ATTICS WITHOUT STORAGE .......................10
<br />PSF
<br />(NON-CON,_ORk! NT
<br />E;' �TTOM CHORD DEAD LOAD .....................
<br />5 PSF
<br />v1,1iND LOADING .................................................
<br />Cd 1 60
<br />A`,CE 7-10, 3S GUST.......................................139
<br />MPH
<br />EASIC WIND SPEED
<br />EXPOSURE CATEGORY ............................
<br />C
<br />BUILDING CATEGORY ...................................
<br />II
<br />ENCLOSURE CLASSIFICATION ....................
<br />ENCLOSED
<br />IN' ERNAL PRESSURE COEFF .......................0.18
<br />CNC DESIGN PRESSURES..............................(SEE
<br />TABLE 1 1
<br />IF! JOR LOADING..............................................Cd
<br />= 1 00
<br />TOP CHORD LIVE LOAD.................................40
<br />PSF
<br />'OP CHORD DEAD LOAD................................10
<br />PSF
<br />30TTOM CHORD LIVE LOAD ..................
<br />.. 0 PSF
<br />_)TTOM CHORD DEAD LOAD........................5
<br />PSF
<br />SPECIAL FLOOR (GAME ROOM) LOADING .... C = 1 0(3
<br />OP CHORD LIVE LOAD.................................60
<br />PSF
<br />TOP CHORD DEAD LOAD................................10
<br />PSF
<br />'OTTOM CHORD LIVE LOAD..........................0
<br />PSF
<br />30TTOM CHORD DEAD LOAD........................5
<br />PSF
<br />M,,.XIMUM FLOOR TRUSS SPACING.............16"
<br />O.0
<br />1
<br />LL/240
<br />-FLECTION CRITERIA
<br />ROOF TRUSSES ....................................
<br />• .-
<br />TL MAX 1 UP TO 40' SPAN
<br />LL / 480
<br />TL / 360
<br />�'EN WEB FLOOR TRUSSES .................
<br />LL/48G I
<br />TL/2-7
<br />,)OD I JOISTS ............................................
<br />TL MAX '.
<br />LL 360
<br />bEAMS1.......................................................
<br />TL
<br />A, 'ES:
<br />t. ,'ORCH BEAMS AND BEAMS SUPPORTING
<br />EXTERII I WALL
<br />BOVE SHALL NOT EXCEED 3/" DEFLECTION
<br />TABLE 1: COMPONENT AND
<br />CLADDING DESIGN
<br />PRESSURES
<br />WINDOWS AND DOORS
<br />EFFECTIVE
<br />WIND AREA
<br />ZONE DESIGNATION
<br />IZ - Interior Zone (psf)
<br />EZ - End
<br />Zone (psf)
<br />0-20 ft2
<br />21 - 50 ft2
<br />- 51 - 100 ft2
<br />101 - 200 ft2
<br />+28.54 -30.96
<br />+28 5-
<br />+2 17
<br />+:': 52
<br />+24 25
<br />F 22
<br />s6 4
<br />32 1 T
<br />29 34
<br />+27.17 -29.59
<br />+25.52 -27.94
<br />+24.25 -26.67
<br />VINYL SOFFIT MAX PRESSURE (psf)
<br />+28 `
<br />_
<br />= GARAGE DOOR PRESSURE
<br />+21
<br />-2-16
<br />END ZONE KEY MAP
<br />ENC, ZONE: END ZONES SHALL BE TAKEN
<br />AS HE 1ST4.0' PER FIGURE R301.2 (7)
<br />ISTFIJO0R
<br />4.0 F
<br />(TYP)
<br />END ZONE
<br />DESIGNATION�
<br />C
<br />�E 2: WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS
<br />,CO AND DIRECTLY
<br />MIN 1/32" 32/16 SPAN RATED OSB OR PLYWOOD INSTALLED VERTICALLY OR (.'/(," 24,116
<br />,DHERED STONE
<br />INSTALLED HORIZONTALLY) W/ 8d COMMON: 6" O.C. AT PANEL EDGES, 12" 0 C. IN THE
<br />NOTE 6)
<br />FIELD. 2x4 BLOCKING IS RECOMMENDED AT UNSUPPORTED PANEL EDGES.
<br />THEE 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 />MIN 1%32" 32/16 SPAN RATED PLYWOOD INSTALLED WITH LONG DIMENSION
<br />7ILE ROOF
<br />PERPENDICULAR TO SUPPORTS W/ 8d RING SHANK NAILS: 4" O.C. AT PANEL EDGES AND
<br />NOTE 7)
<br />8" O.C. IN THE FIELD
<br />AND METAL ROOF
<br />MIN'/6' 24/16 SPAN RATED OSB OR PLYWOOD INSTALLED WITH LONG DIMENSION
<br />-L
<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 />.CK SHEATHING:
<br />2Y32" T&G OSB OR PLYWOOD W/ 10d COMMON: 6" O.0 AT PANEL EDGES, 12" O.C. IN THE
<br />DOTE 5)
<br />FIELD.
<br />MIN Y6' OSB OR PLYWOOD OR CDX INSTALLED PERPENDICULAR TO SUPPORTS W/ 8d
<br />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 />NG THICKNESS GREATER THAN 1%2" CATEGORY (32/16 SPAN RATING), USE 10d RING SHANK NAILS IN LIEU OF 8d RING
<br />0 148" x 3" LONG).
<br />r,,! Nrll S IN WALL SHEATHING MAY BE SUBSTITUTED W/ 8d GALVANIZED BOX NAILS.
<br />S! if .;?! ]ING IS AN ACCEPTABLE ALTERNATE FOR APA RATED WQOD STRUCTURAL PANEL.
<br />rRU(,TURAL PANEL SHALL CONFORM TO THE MOST CURRENT APPLICABLE SPECIFICATION AND SUPPLEMENTS OF
<br />RI t PROVED APA.MANF. SPECIFICATIONS.
<br />5 NERS ARE MINIMUM REQUIRED FOR DIAPHRAGM DESIGN. FOR INCREASED FLOOR PERFORMANCE AND TO HELP
<br />_ AKING. 8d RING SHANK NAILS OR 8d SCREW NAILS ARE RECOMMENDED.
<br />N RATED OSB OR PLYWOOD WITH BLOCKED PANEL EDGES IS AN APA RECOMMENDATION PER APA TECHNICAL
<br />') ',dHEN STUCCO LATH IS ATTACHED DIRECTLY TO OSB OR PLYWOOD. SHOULD BUILDER SPECIFICATIONS ALLOW, MIN
<br />F REQUIREMENTS ARE %6' 24/16 SPAN RATING INSTALLED HORIZONTALLY OR VERTICALLY PER FLEXIBLE VENEER WALL
<br />NS INCLUDES FULL AND PARTIAL HEIGHT VENEER APPLICATIONS.
<br />JI r, IS A WARRANTY LIMITATION COMMON TO TILE MANUFACTURER'S MINIMUM RECOMMENDATIONS. SHOULD WARRANTY
<br />�i
<br />15 " —
<br />=- +T!ON REQUIREMENTS ALLOW, /32 APA RATED OSB OR EQUAL MAY USED TO SUPPORT TILE ROOT.
<br />)� F''URAL PANEL MAY BE INSTALLED VERTICALLY OR HORIZONTALLY W/ UNBLOCKED HORIZONTAL PANEL EDGES.
<br />NIP. S 'ILR_ TURAL ROOF SHEATHING REQUIREMENTS FOR METAL ROOF CLADDING IS SAME AS SHINGLE ROOF. SHOULD ROOF
<br />NI T i,ER S INSTALLATION DRAWINGS REQUIRE SPECIFIC ROOF SHEATHING EXCEEDING THE STRUCTURAL MINIMUM,
<br />d F, SHALL PROVIDE ROOF SHEATHING IN ACCORDANCE WITH ROOFING SPECIFICATIONS
<br />Ai _E 4: NAIL SIZE LEGEND
<br />C
<br />M
<br />OM
<br />INK?
<br />OMr
<br />DIAMETER
<br />LENGTH
<br />N
<br />0.131 "
<br />2-'/2"
<br />II-NK
<br />0.113"
<br />2-%"
<br />0A48"
<br />1-'/2"
<br />0.131"
<br />3"
<br />MON
<br />0.148"
<br />3"
<br />MON
<br />0.148"
<br />3-'/4"
<br />r'
<br />0.148"
<br />3-Y4"
<br />10N
<br />0.162"
<br />3-YZ'
<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 & MCQ)
<br />ALL FASTENERS MUST BE HOT
<br />DIPPED GALVANIZED.
<br />LL 1Gd NAILS UNLESS OTHERWISE SPECIFIED.
<br />NOTES:
<br />:10N '.NIRE NAILS AND THREADED HARDENED STEEL NAILS
<br />1. SILL PLATES W/ SODIUM BORATE TREATMENTS BEARING ON
<br />CONFORM TO THE NOMINAL SIZES SPECIFIED IN ASTM
<br />CONCRETE OVER VAPOR BARRIER ARE NOT DIRECTLY
<br />N:iWNAL DIAMETER SIZES APPLY TO FASTENERS
<br />EXPOSED TO EARTH OR WEATHER AND HAVE BEEN PROVEN
<br />-,PPLICATION OF PROTECTIVE COATING.
<br />TO BE NON -CORROSIVE TO CARBON STEEL FASTENERS.
<br />I FORED HOLE IS REQUIRED TO PREVENT SPLITTING OF
<br />)I UE TO FASTENER PENETRATION, THE BORED HOLE
<br />r. EXCEED 75% OF THE NAIL OR SPIKE DIAMETER.
<br />NAt_ DIAMETER AND LENGTH OF TYPICAL FASTENERS
<br />F, FUR THIS PROJECT ARE AS LISTED IN TABLE 4.
<br />X, !CRETE AND FOUNDATION NOTES
<br />= 2 PSI AT 28 DAYS (UNO).
<br />,F : E COMPRESSIVE STRENGTH FOR FOOTINGS ,50G S ( )
<br />„r FE COMPRESSIVE STRENGTH FOR SLAB = 2,500 PSI AT 28 DAYS (UNO).
<br />�E 'i FORCING STEEL #3 AND BIGGER SHALL BE ASTM A615 GRADE 40 DEFORMED BARS (UNO).
<br />-Zt '4 FORCING STEEL SHALL HAVE 90 DEGREE BEND AT CORNERS WITH A 24" LAP. 24" LONG #4 BAR IS RECOMMENDED TO BE
<br />AI D AT ALL REENTRANT CORNERS.
<br />R6.'- SH IS AN ACCEPTABLE ALTERNATIVE AND SHALL NOT REQUIRE WWF. FIBER LENGTHS SHALL BE TO 2" IN LENGTH.
<br />A( AMOUNTS SHALL RANGE FROM 0.75 TO 1.5 POUNDS PER CUBIC YARD IN ACCORDANCE WITH THE MANUFACTURER'S
<br />)rt1f.'i-NDATIONS. SYNTHETIC FIBERS SHALL COMPLY WITH ASTM C1116. THE MANUFACTURER OR SUPPLIER SHALL PROVIDE
<br />"IF' ATION OF COMPLIANCE WHEN REQUESTED BY THE BUILDING OFFICIAL.
<br />)% -:Y STEMWALL AND MONOLITHIC FOOTING ARE INTERCHANGEABLE.
<br />=t1 -,ND EARTH FILL SUPPORTING SLABS ON GRADE IS ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 21000 psf IN
<br />)Pi)4NCE WITH TABLE R401.4.1, AND SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS.
<br />'Pl,• THE FILL IN 12" LIFTS TO AT LEAST 95% OF MODIFIED PROCTOR MAXIMUM DRY DENSITY, IT IS THE OWNER'S OR
<br />,C-UR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS.
<br />`'E i F_ FLOOR SLABS ON GRADE SHALL BE INSTALLED OVER A MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH
<br />_APPED 6" AND SEALED OVER CLEAN, COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL SOIL TREATMENT FOR
<br />NTION OF SUBTERRANEAN TERMITES.
<br />.: `L I S OVER 4 COURSES TALL REQUIRE SPECIAL ATTENTION TO BRACING DURING CONSTRUCTION, CONTACT ENGINEER
<br />_)RE, IF THIS CONDITION EXISTS.
<br />;N TROL CRACKING, CUT 1" SAWCUTS IN THE SLAB IN A 15'x15' GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT.
<br />i OR FOR ALTERNATIVE METHODS. CONTROL JOINTS ARE NOT REQUIRED WHEN WWF OR FIBERMESH ARE INCLUDED
<br />NL:RETE WORK.
<br />C: ,'_.r\LE FOOTING DIMENSIONS AND LOCATIONS FROM THE FOUNDATION PLAN. DO NOT DETERMINE FOOTING LOCATION
<br />10 IITECTURAL PLANS OR FRAMING PLAN. IF FOOTING SIZE OR LOCATION IS NOT DETERMINATE FROM USE OF
<br />v "ION PLAN ALONE, CONTACT THE ENGINEER OF RECORD. -
<br />'F'-=-ENGINEERED TRUSSES & I -JOISTS
<br />FLOOR TRUSSES FABRICATED TO ACHIEVE THE ROOF PLANES DEPICTED ON THE ARCHITECTURAL PLANS SHALL BE
<br />UNDER THE SUPERVISION OF A REGISTERED PROFESSIONAL ENGINEER. ENGINEERING SHOP DRAWINGS
<br />PPEPARED IN ACCORDANCE WITH ANSI/TPI AND SUBMITTED TO THE ENGINEER OF RECORD FOR APPROVAL PRIOR TO
<br />'I ION DESIGN CRITERIA IS LOCATED ON SHEET ST-1 OF THE PLAN SET, TEMPORARY BRACING SHALL BE THE
<br />'( IBILITY OF THE CONTRACTOR AND SHALL BE LEFT IN PLACE AFTER CONSTRUCTION IS COMPLETE.
<br />OR I -JOISTS SHALL BE DESIGNED TO MATCH THE ORIENTATION, SPAN DIRECTION, SPACING, BEARING LOCATION AND
<br />r, ONVENTION OF THE LAYOUT SHOWN HERE.
<br />F: 3S ENGINEER SHALL PROVIDE ALL TRUSS TO TRUSS CONNECTION DESIGN AND SPECIFICATIONS AND SUBMIT THEM
<br />P ,iGN AND SEAL WITH THE TRUSS SHOP DRAWINGS.
<br />1JOLIFTS HAVE BEEN CALCULATED BY THE ENGINEER OF RECORD AND TAKEN INTO CONSIDERATION DURING THE DESIGN
<br />IE .PLIFT RESTRAINT SYSTEM FOR THIS STRUCTURE. AS SUCH, THE REPORTED UPLIFTS ON THE TRUSS SHOP DRAWINGS
<br />3L ISREGARDED.
<br />ABRICATED TO ACHIEVE THE FLOOR PLANS DEPICTED ON THE ARCHITECTURAL PLANS SHALL BE DESIGNED AND
<br />111 LD TO THE ENGINEER OF RECORD FOR APPROVAL PRIOR TO FABRICATION AND INSTALLATION. SEE DESIGN CRITERIA,
<br />SHEET
<br />TABLE 7: METAL CONNECTOR SCHEDULE
<br />NOTES 2. 3, 4
<br />USP & SIMPSON CONNECTORS IN CORRESPONDING ROWS BELOW ARE EQUALi�.
<br />ALTERNATIVES AND MAY BE CONSIDERED INTERCHANGEABLE
<br />SIMPSON
<br />SIMPSON FASTENERS
<br />MITEK
<br />USP FASTENERS
<br />SIMPSON
<br />SIMPSON
<br />FASTENERS
<br />MITEK
<br />USP FASTENERS
<br />(8)'% X 1 %" SDS SCREWS
<br />(8)%4' x 1'/2" WS15-GC
<br />DTT2Z
<br />IN STUD'/2" 0 X 4 1/2"
<br />WOOD SCREWS IN STUD
<br />(9) 10d COMMON
<br />(9) 10d
<br />(NOTE 2)
<br />EMBED EPDXY OR
<br />DTB-TZ
<br />M2 O x 4'/2" EMBED EPDXY
<br />CS18
<br />EACH END
<br />CS20
<br />COMMON
<br />SCREW ANCHOR
<br />OR SCREW ANCHOR
<br />EACH END
<br />(18)0.162"x2'/2"IN
<br />(18)0.162"x2'/2"IN
<br />HTT4
<br />STUD/BEAM/TRUSS
<br />HTT45
<br />STUD/BEAM/TRUSS
<br />MTS12
<br />(7) 10d x 1 1/2"
<br />MTW12
<br />(7) 10d x 1 '/2"
<br />(NOTE 2)
<br />§s" O x 6" EMBED ANCHOR
<br />48" 0 x 6" EMBED ANCHOR
<br />EACH END
<br />EACH END
<br />IN CONCRETE
<br />IN CONCRETE
<br />(26)0.162"x2'/2"IN
<br />(26)0.162"x2'/2"IN
<br />HTT5
<br />STUD/BEAM/TRUSS
<br />HTT45
<br />STUD/BEAM/TRUSS
<br />MSTA24
<br />(9) 10d COMMON
<br />MSTA24
<br />(9) 10d COMMON
<br />(NOTE 2)
<br />�s" 0 x 6" EMBED ANCHOR
<br />�s" O x 6" EMBED ANCHOR
<br />EACH END
<br />EACH END
<br />IN CONCRETE
<br />IN CONCRETE
<br />(20)'/4" x 3" SDS SCREWS
<br />(24) 3" WS IN STUD
<br />HDQ8-SDS3
<br />IN STUD GROUP
<br />PHD8
<br />GROUP'/ " 0 x 12" EMBED
<br />s
<br />MSTA36
<br />(13) 10d COMMON
<br />MSTA36
<br />(13) 10d COMMON
<br />8" O x 12" EMBED
<br />ANCHOR IN CONCRETE
<br />EACH END
<br />EACH END
<br />ANCHOR IN CONCRETE
<br />(7) 10d COMMON IN
<br />(7) 10d COMMON IN
<br />(7) 10d x 1 112" IN TRUSS
<br />(7) 10d x 1 '/V IN TRUSS
<br />META12
<br />4" WET EMBED IN
<br />HTA16-18
<br />4" WET EMBED IN
<br />MSTAM36
<br />WOOD FRAMING
<br />MSTAM36
<br />WOOD FRAMING
<br />GROUTED BLOCK WALL
<br />GROUTED BLOCK WALL
<br />(4) /4 x 2 /4 TITEN
<br />5 /4 x 2 /4 TAPCON IN
<br />( )
<br />SCREWS IN MASONRY
<br />(11) 10d x 1 1/2"" IN
<br />MASONRY
<br />(11) 10d x 1 Y2" IN
<br />(8) 10d x 1 %" IN TRUSS
<br />(9) 10d x 1 '/2" IN TRUSS
<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 1/2" IN
<br />(11) 10d x 1 1/2" IN
<br />STUD
<br />(12) 10d x 1 Y2" IN
<br />STUD
<br />(8) 10d x 1'/2" 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 />4" x 7 EMBED EPDXY
<br />0
<br />4" H x 7 EMBED EPDXY
<br />12 1 ' IN
<br />10d x h
<br />4 /4' x 3" WEDGE BOLT
<br />)
<br />STUD
<br />(5) 8d x 1'/2" IN
<br />OR EQUIVALENT IN STUD
<br />(5) 8d x 1 Y2" IN
<br />(12) 16d COMMON NAILS
<br />(12) 16d COMMON NAILS
<br />ABU66
<br />%" O x 7' EMBED EPDXY
<br />PAU66
<br />%" O x 7' EMBED EPDXY
<br />H2.5T/
<br />TRUSS
<br />RT7/
<br />TRUSS
<br />NOTE 6
<br />( )
<br />( 12" EMBED AT GARAGE
<br />( 12" EMBED AT GARAGE
<br />HA8
<br />1 „
<br />5 x 1 /z IN
<br />(TOP
<br />R T7AT
<br />5 8d x 1 /z IN
<br />(TOP
<br />DOOR RETURNS)
<br />DOOR RETURNS)
<br />PLATE
<br />(5) 10d x 1 %" IN
<br />PLATE 11
<br />(5) 10d x 1 Y2" IN
<br />HU48,
<br />(14) 16d COMMON IN
<br />HD48,
<br />(14) 16d COMMON IN
<br />HUC48,
<br />HEADER
<br />HD481F,
<br />HEADER
<br />H8
<br />TRUSS
<br />RT8A
<br />TRUSS
<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) 10d x 1'h" IN
<br />TOP PLATE
<br />(5) 10d x 11/2" IN
<br />TOP PLATE
<br />(16) 10d COMMON TO
<br />HU410,
<br />(18) 16d COMMON IN
<br />HD410,
<br />(18) 16d COMMON IN
<br />HUC410,
<br />HEADER
<br />HD4101F,
<br />HEADER
<br />TRUSS/RAFTER
<br />TRUSS/RAFTER
<br />HU210-2,
<br />(10) 10d COMMON IN
<br />HD210-2,
<br />(10) 10d COMMON IN
<br />LGT2
<br />(7)'/4" x 2''/4" TITEN
<br />LUGT2
<br />(5)O" x 3" WEDGE BOLT
<br />HUC210-2
<br />BEAM
<br />HD210-21F
<br />BEAM
<br />SCREWS IN MASONRY
<br />(26) 16d SINKER
<br />OR EQUIVALENT
<br />(28) 16d SINKER IN WALL
<br />HUC212-2
<br />(22) 16d COMMON IN
<br />HEADER
<br />HD212-21F
<br />(22) 16d COMMON IN
<br />HEADER
<br />10 10d COMMON IN BEAM
<br />10 10d COMMON IN BEAM
<br />LGT3
<br />IN WALL FRAMING
<br />(12) SDS Ya" x 2 Y2"
<br />LUGT3
<br />FRAMING
<br />(12) WS25 Y4" x 2 Yz"
<br />(4)%" x 1 'Y2" SDS SCREW
<br />(4) %" x 1'/2" WS15 SCREWS
<br />IN TRUSS
<br />IN TRUSS
<br />IN TRUSS/RAFTER
<br />IN TRUSS/ RAFTER
<br />HGA10KT
<br />(4)'/4" x 3" SDS SCREWS
<br />HGA10
<br />(4) '/4" x 3" WS3 SCREWS
<br />IN TOP PLATE
<br />IN TOP PLATE
<br />SDWC14500,
<br />SDWC15600
<br />NO
<br />USP EQUIVALENT
<br />(4) SDS %" x 1 %" SCREWS
<br />(4) W x 1'/2" WS15 SCREWS
<br />HGAM10KT
<br />'/4IN TRUSS/RAFTER
<br />HGAM10KT
<br />IN TRUSSi RAFTER
<br />(4) '/4" x 13/4 WEDGE BOLT
<br />(4) W x 2" TITEN SCREWS
<br />L_
<br />IN MASONRY
<br />OR EQUIVALENT IN
<br />MASONRY
<br />NOTES:
<br />1. REFER TO FRAMING NOTES THIS SHEET FOR ACRYLIC -TIE INSTALLATION SPECIFICATIONS.
<br />2. PRODUCTS SELECTED USING 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 />,
<br />5. POSITIVE PLACEMENT GUN NAILS /2„
<br />2 LONG WITH O DIAMETER EQUIVALENT T COMMON NAILS SPECIFIED ABOVE MAYBE USED FOR
<br />Q
<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 O x 2 %" TITENS ILO 16d. CONCRETE REQUIRES EQUIVALENT NUMBER OF Y." 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 S O O R 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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