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<br />SIMPSON MASONRY
<br />HANGER MBHA3.12/9.25
<br />:,,_,"
<br />T1 (T2)
<br />TRUSS GIRDER PROFILES
<br />1/4"=1'-0"
<br />"
<br />6
<br />I
<br />i�
<br />12'-0" A.F.F. j.
<br />TOP OF CMU
<br />T3
<br />TRUSS DIAGRAMS SHOWN FOR
<br />THE PURPOSE OF DESCRIBING
<br />TRUSS PROFILES ONLY
<br />C2 SYMBOL TAG CONNECTOR SCHEDULE
<br />CONNECTORS
<br />MODELS
<br />DESCRIPTION
<br />LOCATION
<br />SPACING
<br />FASTENERS
<br />ALLOWABLE UPLIFT
<br />LBS
<br />FLORIDA PRODUCT
<br />APPROVAL FL
<br />C1
<br />HETA20
<br />EMBEDDED TRUSS ANCHOR
<br />TRUSS OR FIAT GIRDER TO BOND BM
<br />24"
<br />TRUSS 10-10d x 1-1/2
<br />1,810
<br />FL 1901.16
<br />C2
<br />HTT22
<br />TENSION TIE
<br />HIP GIRDER TO BOND BEAM
<br />---
<br />HIP GIRDER 16-16d SINKERS, FLAT GIRDER 16-16d SINKERS
<br />5,250
<br />FL 503.21
<br />C3
<br />(2) H2.5A
<br />HURRICANE TIE
<br />ROOF TRUSS TO FLAT GIRDER
<br />24"
<br />TRUSS 5-8d, GIRDER 5-8d (EACH TIE)
<br />1.200
<br />FL 503.5
<br />C4
<br />(2) HTS16
<br />GIRDER TIEDOWN
<br />HIP GIRDER TO FLAT GIRDER
<br />---
<br />HIP GIRDER 8-10d, FLAT GIRDER 8-10d
<br />2.520
<br />FL 538.1
<br />C5
<br />(1) H2.5A
<br />HURRICANE TIE
<br />ROOF TRUSS TO FLAT GIRDER
<br />24"
<br />TRUSS 5-8d, GIRDER 5-8d
<br />600
<br />FL 503.21
<br />C6
<br />(2) HTS24
<br />STRAP TIE
<br />FLAT GIRDER TO POST
<br />---
<br />GIRDER 10-10d, POST 10-10d (EACH STRAP)
<br />2,900
<br />FL 538.3
<br />C7
<br />(1) HTS24
<br />STRAP TIE
<br />FLAT GIRDER TO POST
<br />---
<br />GIRDER 10-10d, POST 10-10d (EACH STRAP)
<br />1,450
<br />FL 538.3
<br />C8
<br />ABU66
<br />POST BASE
<br />POST TO SLAB
<br />---
<br />SLAB 5/8" A.B., POST 12-16d
<br />2,300
<br />FL 1725.1
<br />C9
<br />N/A
<br />STEEL ANCHOR BOLT
<br />POST TO CONCRETE (SLAB) CURB
<br />---
<br />(4) 5/8" ANCHOR BOLTS (SEE DETAIL ON SHEET A3)
<br />* 2,974
<br />---
<br />C1O
<br />(1) H2.5A
<br />HURRICANE TIE
<br />ROOF TRUSS TO DBL TOP PLATE
<br />24"
<br />TRUSS 5-8d, PLATE 5-8d
<br />600
<br />FL 503.5
<br />C11
<br />SP1
<br />STUD PLATE TIE
<br />STUD BOTTOM PLATE
<br />16"
<br />STUD 6-10d, PLATE 4-10d
<br />585
<br />FL 474.312
<br />C12
<br />SP2
<br />STUD PLATE TIE
<br />STUD TO DBL TOP PLATE
<br />16"
<br />STUD 6-10d, PLATE 4-10d
<br />585
<br />FL 474.313
<br />C13
<br />MBHA3.12/9.25
<br />MASONRY HANGER
<br />FLAT GIRDER TO WALL BOND BEAM
<br />---
<br />TOP & FACE 1-ATR 3/4", GIRDER 18-10d
<br />3,145
<br />FL 538.3
<br />C14
<br />N/A
<br />STEEL ANCHOR BOLT
<br />FLAT GIRDER TO POST CAP
<br />---
<br />(3) 1/2" ANCHOR BOLTS (SEE DETAIL ON SHEET A3)
<br />* 2,974
<br />---
<br />CONNECTOR NOTES:
<br />1. ALL CONNECTORS BY SIMPSON STRONG -TIE. NO SUBSTITUTIONS UNLESS APPROVED BY THE ARCHITECT.
<br />2. NOTIFY ARCHITECT IF ANY UPLIFT LOADS SHOWN ON THE TRUSS MANUFACTURER'S SHOP DRAWINGS ARE GREATER THAN THE ALLOWABLE LOADS FOR THE APPLICABLE CONNECTORS LISTED ABOVE.
<br />3. SET ANCHOR BOLTS WITH SIMPSON EPDXY ADHESIVE.
<br />4. INSTALL ALL CONNECTORS IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS.
<br />4 CALCULATED UPLIFT
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<br />35'-8"
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<br />32'-5"
<br />C2 I
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<br />/ ...................... ... ............. ..................................................................................................................................................................
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<br />L1 1
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<br />I,
<br />rPLUMB HEIGHT
<br />1
<br />VERIFY 1'-21, I,
<br />C4
<br />C3
<br />C3
<br />IC91C141
<br />IC9IC141
<br />12'
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<br />6'-11"
<br />VERIFY
<br />1
<br />A8
<br />12
<br />6
<br />TRUSS FABRICATOR SHALL COORDINATE ALL
<br />TRUSSES AND GIRDERS WITH WALL AND BUILDING
<br />SECTIONS (SEE SHEETS A9, Al AND A11)
<br />58'-0"
<br />T6
<br />4'-11"
<br />10"
<br />N 12'-0" A.F.F.
<br />TOP OF CMU
<br />� T5
<br />SHALL BE DESIGNED IN ACCORDANCE WITH APPLICABLE PROVISIONS OF THE "NATIONAL DESIGN
<br />SPECIFICATION FOR WOOD CONSTRUCTION" OF NFPA AND WITH THE TPI "DESIGN SPECIFICATION
<br />FOR METAL PLATE CONNECTED WOOD TRUSSES". CORD MEMBERS SHALL BE KILN DRIED
<br />SOUTHERN PINE, NO. 2 MINIMUM. LIVE LOAD DEFLECTION SHALL BE LIMITED TO 1/360.
<br />CONNECTOR PLATES SHALL BE MADE OF ASTM A446, GRAD A, HOT -DIPPED GALVANIZED (G60)
<br />STEEL AND APPLIED TO BOTH FACES OF TRUSS AT EACH JOINT.
<br />ROOF TRUSS SUPPLIER SHALL BE RESPONSIBLE FOR THE DESIGN OF THE ROOF TRUSSES,
<br />FLOOR TRUSSES OR I -JOISTS AND ALL SUPPORTING LAMINATED BEAMS IF APPLICABLE. DESIGN
<br />OF THE SYSTEM SHALL BE PREPARED, SIGNED AND SEALED BY A FLORIDA REGISTERED
<br />ENGINEER FOR THE SPECIFIED LIVE AND DEAD LOADS AND UPLIFT LOADS TO RESIST THE
<br />FORCES DUE TO THE APPROPRIATE WIND ZONE.
<br />ALL REQUIRED PERMANENT AND TEMPORARY TRUSS BRACING SHALL BE INDICATED ON THE
<br />MANUFACTURER'S SHOP DRAWINGS, SHOWING REQUIRED SIZES AND CONNECTIONS.
<br />THE NET UPLIFT, REACTIONS AND HORIZONTAL LOADS FOR EACH TRUSS SHALL BE INDICATED
<br />ON THE TRUSS DRAWINGS. TRUSS CONNECTORS SHALL BE BY THE TRUSS VENDOR.
<br />ROOF SHEATHING
<br />SHEATHING SHALL BE A MINIMUM OF 5/8" THICK, 32/16 CDX PLYWOOD LAID IN A STAGGERED
<br />PATTERN AS SHOWN IN THE FBC TABLE 2310.2A, CASE 1. USE PANEL CLIPS BETWEEN EACH
<br />SUPPORT.
<br />NAILING PATTERN SHALL BE 8d NAILS AT 6' ON CENTER AT ALL PANEL EDGES AND 12" ON CENTER
<br />IN THE INTERIOR OF THE PANEL, EXCEPT THAT WITHIN 4' OF OVERHANGS, GABLE ENDS AND HIP
<br />RIDGES, THE SPACING AT EDGES SHALL BE 4" ON CENTER AND 6" ON INTERIOR AREAS.
<br />STRUCTURAL WOOD
<br />LUMBER FOR STRUCTURAL FRAMING SHALL BE SURFACED AT 19
<br />SOUTHERN PINE MEETING OR EXCEEDING THE FOLLOWING GRADES:
<br />INTERIOR NON -LOAD BEARING SPRUCE -PINE -FIR, STUD GRADE, Fb 675, E 1.2
<br />EXTERIOR LOAD -BEARING YELLOW SOUTHER PINE, NO. 2 GRADE,19% MC MAX., KD,
<br />MIN. Fb 1,200 PSI, E 1.6, G>0.49
<br />ML=MICROLLAM BEAMS E1.9, Fb 2,600 psi, Fv185
<br />FRAMING CONNECTORS
<br />ALL FRAMING CONNECTORS ARE BASED ON SIMPSON STRONG -TIE LUMBER CONNECTORS
<br />AND NAILING REQUIREMENT LITERATURE. NO MANUFACTURER SUBSTITUTIONS ALLOWED
<br />UNLESS APPROVED BY THE ARCHITECT. ALL NAILS AND CONNECTORS EXPOSED TO THE
<br />ATMOSPHERE SHALL BE GALVANIZED. ALL CONNECTORS SHALL BE CERTIFIED CODE
<br />APPROVED.
<br />GENERAL NOTE
<br />RAFTERS, CEILING JOISTS, COLLAR TIES, BEAMS, GIRDERS, PURLINS AND COLUMNS SHALL
<br />BE INSTALLED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE (LATEST ADOPTED
<br />EDITION) OR LOCAL CODES IF MORE RESTRICTIVE.
<br />2 � (�) 1/4
<br />DRIVE-THRU PLAN
<br />A9
<br />46'-1j'
<br />I
<br />C1
<br />k
<br />U
<br />I
<br />12'-0" A.F.F.
<br />TOP OF CMU
<br />1'-2" VERIFY
<br />RECESSED F=FILLED WITH GROUT
<br />U=UNFILLED
<br />QUANTITY #5
<br />FREBAR AT TOP
<br />8IRF16-1B/1T
<br />NOMINAL WIDTH J QUANTITY #5
<br />NOMINAL HEIGHT REBAR AT BOTTOM
<br />wwm=�= m
<br />40
<br />G SYMBOL LINTEL SCHEDULE
<br />NUMBER
<br />TYPE
<br />CONST.
<br />LENGTH
<br />FILLED/UNFILLED
<br />REINFORCEMENT
<br />MAX. GRAVITY
<br />LOAD PLF
<br />REMARKS
<br />L1
<br />8F32
<br />COMPOSIT
<br />148"
<br />FILLED
<br />1/T-1/B
<br />2,883
<br />L2
<br />8F8
<br />SINGLE
<br />64
<br />FILLED
<br />0/1-1/B
<br />1,663
<br />L3
<br />8F8
<br />SINGLE
<br />64"
<br />FILLED
<br />O/T-1 B
<br />1,663
<br />L4
<br />BUB
<br />SINGLE
<br />64
<br />UNFILLED
<br />0 -0 B
<br />1,217
<br />L5
<br />8U8
<br />SINGLE
<br />64"
<br />UNFILLED
<br />O/T-0 B
<br />1,217
<br />L6
<br />8U8
<br />SINGLE
<br />64"
<br />UNFILLED
<br />O/T-O/B
<br />1,217
<br />L7
<br />8F16
<br />COMPOSITE
<br />148"
<br />FILLED
<br />1/T-1/B
<br />1,075
<br />1
<br />L8
<br />8U8
<br />SINGLE
<br />64"
<br />UNFILLED
<br />0 -0 B
<br />1,217
<br />L9
<br />8U8
<br />SINGLE
<br />64"
<br />UNFILLED
<br />0 -0 B
<br />1,217
<br />L10
<br />8F32
<br />COMPOSITE
<br />196
<br />FILLED
<br />1/T-1/B
<br />2,513
<br />L11
<br />8U8
<br />SINGLE
<br />40"
<br />UNFILLED
<br />O/T-0 B
<br />2,231
<br />L12
<br />8F8
<br />SINGLE
<br />64m
<br />FILLED
<br />0 -1/B
<br />1,663
<br />L13
<br />8U8
<br />SINGLE
<br />64
<br />UNFILLED
<br />O/T-0/B
<br />1,217
<br />L14
<br />81.18
<br />SINGLE
<br />64
<br />UNFILLED
<br />0 -O/B
<br />1,217
<br />L15
<br />8U8
<br />SINGLE
<br />64"
<br />UNFILLED
<br />O/T-0/B
<br />1,217
<br />L16
<br />8F16
<br />COMPOSITE
<br />148"
<br />FILLED
<br />1 -1/B
<br />1,075
<br />1
<br />L17
<br />81.18
<br />SINGLE
<br />64"
<br />UNFILLED
<br />O/T-0/B
<br />1,217
<br />L18
<br />8U8
<br />SINGLE
<br />64"
<br />UNFILLED
<br />O/T-0/B
<br />1,217
<br />L19
<br />81.18
<br />SINGLE
<br />64 ipUNFILLED
<br />O/T-0/B
<br />1,217
<br />L20
<br />8178
<br />SINGLE
<br />64"
<br />FILLED
<br />O/T-1/B
<br />1,663
<br />L21
<br />8178
<br />SINGLE
<br />64"
<br />FILLED
<br />O/T-1/B
<br />1,663
<br />9'-0" 1'-2"
<br />CORNER JACKS
<br />C2 Cl TYPICAL
<br />OVERHANG
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<br />ALL NM RESERVED
<br />CORDA R TES ARCHRECTS ©2u cwmGH f
<br />REVISIONS
<br />1
<br />8/13/08
<br />4.
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<br />DATE.
<br />5/30/08
<br />SCALE:
<br />AS NOTED
<br />JOB NO.:
<br />I SHEET.
<br />27013
<br />A17
<br />OF
<br />22
<br />SHEETS
<br />
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