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TRU55 5Y5TEM REQUIREMENT5
<br />FL (2020 FBC), WIND: 140-150 MPH
<br />I ALL PRE-ENGINEERED WOOD PRODUCTS SHALL BE VERIFIED BY TRUSS
<br />MANUFACTUREP, TRUSS MANUFACTURER SHALL HAVE THE AUTHORITY TO MAKE
<br />SUBSTITUTIONS FOR PRODUCTS SPECIFIED ON THE PLANS DUE TO AVAILABILITY
<br />OR ECONOMICS. CHANGES SPECIFIED BY THE TRU55 MANUFACTURER SHALL
<br />CONTROL. CHANGES MADE AFTER TRUSS ENGINEERING HAS BEEN PROVIDED TO
<br />ENGINEER OF RECORD, MUST BE APPROVED BY THE ENGINEER OF RECORD.
<br />2 TRU55 MANUFACTURER TO PROVIDE SEPARATE LAYOUT AND TRU55
<br />COMPONENT DE51GN SIGNED AND SEALED BY A FLORIDA REGISTERED
<br />PROFESSIONAL ENGINEER,
<br />3 ALL PRE-ENGINEERED WOOD PRODUCTS ARE THE RESPONSIBILITY OF THE TRU55
<br />MANUFACTUREP, THE TRU55 ENGINEER 15 A DELEGATED ENGINEER FOR THI5
<br />PROJECT, AND AS SUCH, 15 RESPONSIBLE FOR THE VALIDITY OF THE
<br />COMPONENTS PROVIDED, FRAMING LAYOUTS SHOWN MAY BE CHANGED BY THE
<br />TRU55 MANUFACTURER, THE DELEGATED ENGINEER 15 RESPONSIBLE FOR
<br />PROVIDING A FINAL SEALED SET OF ALL CALCULATIONS AND LAYOUTS FOR THI5
<br />PROJECT TO THE ENGINEER OF RECORD FOR REVIEW PRIOR TO MANUFACTURE
<br />OF SAID COMPONENTS. ENGINEER OF RECORD HAS NOT REVIEWED THE
<br />PRE-ENGINEERED TRUSS MANUFACTURER'S COMPONENTS AT TH15 TIME AND
<br />RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER SUCH INFORMATION HAS
<br />BEEN PROVIDED FOR REVIEW. CONTRACTOR, AS PROJECT COORDINATOR,
<br />SHALL BE RESPONSIBLE FOR INSURING INFORMATION REQUESTED ABOVE HAS
<br />BEEN SUBMITTED TO ENGINEER OF RECORD IN A TIMELY MANNER WHEN
<br />AVAILABLE.
<br />4 ALL PRE-ENGINEERED TRUSSES TO BE DESIGNED U51NG THE MOST RECENT TPI
<br />CRITERIA. TRUSSES TO BE HANDLED AND INSTALLED U51NG M05T RECENT 15C51
<br />RECOMMENDATIONS. TEMPORARY AND PERMANENT BRACING SHALL BE PER
<br />M05T RECENT 5C51 RECOMMENDATIONS UNLE55 NOTED OTHERWISE, OR MORE
<br />STRINGENT CODE REQUIREMENTS APPLY. TRUSS ENGINEER 15 RESPONSIBLE FOR
<br />INDICATING ALL TRUSS TO TRUSS CONNECTORS, ALL COMPONENTS TO BE
<br />DESIGNED FOR BOTH GRAVITY AND UPLIFT LOAD CASES, INCLUDING BEAM
<br />COMPONENT5.UPON REVIEW, ENGINEER OF RECORD WILL PROVIDE A REVIEW
<br />LETTER INDICATING ANY CHANGE IN STRAPPING OR SUPPORT BASED ON THAT
<br />REVIEW. CONSTRUCTION COMMENCING PRIOR TO ENGINEER'S REVIEW 15
<br />SUBJECT TO MODIFICATION BASED ON REVIEW LETTER,
<br />5 ALL METAL CONNECTORS * FABRICATIONS SHALL COMPLY w/ A15C SPECS.
<br />G SOLID BLOCK ALL J015T * RAFTERS AT POINTS OF SUPPORT.
<br />7 CONTRACTOR SHALL CORRELATE w/ TRU55 MANUFACTURER TO ENSURE
<br />ADEQUATE BEARING 15 PROVIDED AT END REACTIONS OF ALL GIRDER TRUSSES.
<br />8 CONTRACTOR SHALL PROVIDE ALL FASTENING DEVICES NECESSARY * SUITED
<br />FOR EACH APPLICATION AND BE RESPONSIBLE FOR ITEMS TO BE INSTALLED
<br />CORRECTLY.
<br />9 BRACE TRUSSES DURING ERECTION * AFTER PERMANENT INSTALLATION TO
<br />COMPLY w/ TPI 5IM"-7G
<br />10 ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT w/ MASONRY,
<br />CONCRETE OR 501L SHALL BE PRESSURE -TREATED.
<br />11 ALL WOOD FRAMING SHALL BE FABRICATED * INSTALLED PER AITC AND TPI
<br />NATIONAL DE51GN SPECIFICATIONS FOR WOOD CONSTRUCTION.
<br />12 ROOF SHEATHING: EXPOSURE B, 7/IG" W5P. EXPOSURE C, 13/32" W5P. ATTACHE
<br />w/ 86 COMMON NAILS w/ G:12 NAILING PATTERN PERIMETER EDGE ZONE (48")
<br />NAILING TO BE 4:4 NAILING PATTERN (INSTALL BLOCKING IN PERIMETER EDGE
<br />ZONE AT 48" O.C.)
<br />13 ALL TRUSSES SHALL BE DESIGNED FOR BEARING ON SPF#2 OR #3 PLATES OR
<br />LEDGERS (UNO)
<br />DESIGN NOTE �
<br />FRAMING PLAN 15 DIAGRAMMATIC IN NATURE AND 15 PROVIDED FOR ILLUSTRATION
<br />PURPOSES ONLY. TRUSS MANUFACTURER TO PROVIDE SEPARATE LAYOUT AND
<br />TRU55 COMPONENT DE51GN SIGNED AND SEALED BY A NORTH CAROLINA
<br />REGISTERED PROFESSIONAL ENGINEER.
<br />NOTE: FOR MUST REVIEW AND APPROVE TRU55 PLANS PRIOR TO THE START OF ANY
<br />CONSTRUCTION. TRUSS CONNECTORS, FOUNDATION, AND BEARING WALLS ALL
<br />SUBJECT TO CHANGE BASED ON TRUSS PLANS
<br />NOTE: ROOFING TRU55E5 BY OTIIER5
<br />HEADER/BEAM * COLUMN NOTES:
<br />THE NUMBER SHOWN AT BEAM AND HEADER SUPPORTS INDICATES THE NUMBER OF
<br />SUPPORT STUDS REQUIRED IN STUD POCKET OR COLUMN. THE NUMBER OF KING
<br />STUDS AT EACH END OF THE HEADERS IN LOAD BEARING AND EXTERIOR WALLS SHALL
<br />BE ACCORDING TO ITEM (d) IN TABLE RG02.3(5) OR AS BELOW
<br />UP TO 4': 1 KING STUD
<br />4'-8' 2 KING STUDS
<br />8'-11' 3 KING STUDS
<br />OVER II' 4 KING STUDS
<br />HEADER AT LOAD BEARING WALLS:
<br />2X4 WALLS (2) 2X10 (U.N.O.)
<br />2XG WALLS (3) 2XIO (U.N.O.)
<br />USE (1) JACK AND (1) KING STUD AT EACH END. U.N.O.
<br />SEE TBL RG02.7.5 FOR FULL HGT STUDS AT EACH END IN EXTERIOR WALLS
<br />NON LOAD (1) 2X4 LAID FLAT FOR OPENINGS UP TO 8' w IF VERTICAL DISTANCE
<br />BEARING: TO PARALLEL NAILING SURFACE IS NOT MORE THAN 24"
<br />USE (1) JACK AND (1) KING STUD AT EACH END
<br />HEADER HEIGHT NOTE:
<br />ALL WINDOW HEAD HEIGHTS ARE 0-8" A.F.F. UNLE55 NOTED OTHERWISE.
<br />TYPICAL 5IMP50N
<br />HANGER5
<br />ITEM NUMBER MODEL FA5TNER5
<br />UPLIFT#
<br />SHEAR
<br />NOTES
<br />JACK TRUSSES WD. TO HETA20 IG-IOd X 1-1/2"
<br />1890
<br />271/G25
<br />MASONRY
<br />BEAMS/h I P
<br />GIRDER/COMMON HETA20 32-10d X 1-112"
<br />2,G4G
<br />540/1,250
<br />(2) STRAP /
<br />TRUSSES WD. TO
<br />TRUSS / GIRDER
<br />MA50NRY
<br />COMMON TRUSSES HU52G 28-I0d
<br />1,550
<br />-
<br />HANGER
<br />(HANGERS)
<br />GIRDER TO GIRDER
<br />HGU5210-2 G2-IGd
<br />3,080
<br />-
<br />HANGER
<br />(HANGERS)
<br />WOOD TO WOOD h10 IG-8d X 1-1/2"
<br />650
<br />505/450
<br />WOOD / WOOD
<br />VALLEY TRUSSES / LU528-2 10-IGd
<br />1,140
<br />1.2G5
<br />FRAMING
<br />HIP GIRDER h'ETAIG 32-I0d X 1-112"
<br />2,500
<br />1.210
<br />(2) STRAP PER
<br />I,IGO
<br />MANUF.
<br />WOOD TO WOOD GIRDER MT518 28-I0d X 1-112"
<br />2,000
<br />-
<br />(2) STRAPS
<br />OR EQUAL
<br />T/C TAPCON CONCRETE PA5TNER5
<br />LOADS TAKEN FROM MANUFACTURERS SPECIFICATIONS
<br />ACTUAL LOADS MAY BE LE55
<br />NOTE: SEE 2ND FLOOR PLAN AT PLUMB DOWNS
<br />UNLE55 NOTED OTHERWISE PER NOTE OR DETAIL
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<br />5 H EAR WALL NOTE
<br />ALL EXTERIOR WALLS ARE TO BE CONSIDERED
<br />SHEAR RESISTING COMPONENTS.
<br />ROUGH OPENING
<br />NOTE:
<br />FIELD VERIFY MASONRY AND FRAME OPENINGS
<br />OF WINDOWS AND DOORS WITH MANUFACTURE
<br />SPECIFICATIONS.
<br />MINIMUM ROOF SHEATHING
<br />TH I C KN E55
<br />WIND SPEED
<br />RAFTER/TRU55 SPACING
<br />140 150
<br />24 IN, O.C.
<br />7/IG
<br />15/32
<br />(24/IG)
<br />19/32
<br />(32/IG)
<br />19/32
<br />MINIMUM SHEATHING THICKNESS, INCHES
<br />(PANEL SPAN RATING) EXPOSURE C
<br />(40/20)
<br />(40/20)
<br />MINIMUM SHEATHING THICKNESS, INCHES
<br />19/32
<br />9/32
<br />(PANEL SPAN RATING) EXPOSURE D
<br />(40/20)
<br />(40/20)
<br />ROOF SHEATHING ATTACHMENT
<br />WIND SPEED
<br />RAFTER/TRUSS SPACING
<br />140 150
<br />24 IN, O.C.
<br />E F E F
<br />EXPOSURE B
<br />RAFTER/TRU55 SG = 0.42 G G G G
<br />RAFTER)TRU55 5G = 0.49
<br />G
<br />G
<br />G
<br />G
<br />EXF05UFIE C
<br />RAFTER/TRU55 SG = 0.42 4 1 4 1 4 4
<br />RAFTERnRU55 5G = 0.49
<br />G
<br />G
<br />G
<br />G
<br />EXPOSURE D
<br />RAFTER/TRU55 5G = 0.42 4 4 4 4
<br />RAFTER/TRU55 5G = 0.49
<br />G
<br />G
<br />4
<br />4
<br />E = NAIL SPACING ALONG PANEL EDGES (INCHES)
<br />F = NAIL SPACING ALONG INTERMEDIATE SUPPORTS IN THE PANEL FIELD
<br />(INCHES)
<br />a.FOR SHEATHING LOCATED A MINIMUM OF 4 FEET FROM THE PERIMETER
<br />EDGE OF THE ROOF, INCLUDING 4 FEET ON EACH SIDE OF RIDGES AND HIPS,
<br />NAIL SPACING 15 PERMITTED TO BE G INCHES ON CENTER ALONG PANEL
<br />EDGES AND G INCHES ON CENTER ALONG INTERMEDIATE SUPPORTS IN THE
<br />PANEL FIELD.
<br />b.WHERE WTERFRU55 SPACING 15 LE55 THAN 24 INCHES ON CENTER,
<br />ROOF SHEATHING FASTENING 15 PERMITTED TO BE IN ACCORDANCE WITH
<br />THE AWC WFCM OR THE AWC ND5.
<br />VENT AREA
<br />II-4" 20-011 1 4 879 5Q. FT.
<br />ROOF FRAMING PLAN
<br />a
<br />ATTIC VENT CALCULATION
<br />PROVIDE ATTIC VENTILATION IN COMPLIANCE w/ F.B.0 RESIDENTIAL CODE. THE
<br />REQUIRED NET FREE VENTILATING AREA OF NOT LESS THAN 1/150 OF THE SPACE
<br />VENTILATED. AREA MAY BE REDUCED TO 1/300 PROVIDED THAT 50 PERCENT (BUT
<br />NOT MORE THAN 80%) OF THE REQ'D VENTILATING AREA IS PROVIDED IN THE UPPER
<br />PORTION OF THE SPACE TO BE VENTILATED AT LEAST 3 FEET ABOVE SAVE OR
<br />CORNICE WITH THE BALANCE OF THE REQ'D VENTILATION PROVIDED BY THE SAVE
<br />OR CORNICE VENTS.
<br />NOTE: TYPICAL VENTILATION INCLUDES
<br />1. SOFFIT VENTS
<br />(AREA: 6.42 SQ.IN. PER FOOT -VERIFY W/ MANUFACTURER)
<br />2. LOMANCO 770* ATTIC VENT LOCATED 12" MIN. FROM RIDGE
<br />(AREA: 70 SQ. IN. - VERIFY W/ MANUFACTURER).
<br />*(1) LOMANCO 770D VENT AT 140 S.I. EA CAN BE USED IN PLACE OF (2) 770 VENTS.
<br />AREA 1 - AREA VENTILATION REQUIRED - UPPER 8 LOWER VENTS PROVIDED
<br />879 S.F. ATTIC AREA / 300 = 2.93 S.F. X 144 = 421.92 S.I.
<br />421.92 S.I. / 2 = 210.96 S.I. UPPER AND LOWER VENTILATION REQUIRED
<br />UPPER VENTILATION PROVIDED
<br />4 LOMANCO OFF RIDGE VENTS AT 70 S.I. EA. = 280.00 > 210.96 S.I.
<br />LOWER VENTILATION PROVIDED
<br />33 FT. SOFFIT VENTS (MIN.) AT 6.42 SI./FT = 211.86 > 210.96 S.I.
<br />20-0"
<br />4'-O" ,_ 21-011 I. 41-011 I. 41-011 1. 4'-011 1. 41-0" 41-011
<br />-------------
<br />SDLO IWA5HER�I DRYER'
<br />L--JIIL--J
<br />ROUGH OPENING NOTE:
<br />INDICATES OPENING VIF MASONRY 4 FRAME OPENINGS
<br />IN WALL ABV OF WINDOWS * DOORS w/ MANUF.
<br />SPEC.5.
<br />4" THICK, 2500 P.5.1. CONCRETE
<br />SLAB ON GRADE W/ GxG WELDED
<br />WIRE MESH OR FIBER MESH OVER
<br />G MIL VAPOR BARRIER ON CLEAN,
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<br />TREATED, GRANULAR FILL. -TYPICAL
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<br />INDICATES I - #5 VERT. REBAR
<br />I IN MASONRY CELL FILLED SOLID I
<br />W/ CONCRETE. VERT. REINF.
<br />SHALL BE HOOKED INTO BEAM {
<br />ABV * FTG. BELOW PROVIDE 25"
<br />MIN. LAP WHERE 5PLICED/WIRE
<br />TOGETHER. TYPICAL
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<br />KX
<br />4'-0"
<br />FOUNDATION PLAN
<br />SLAB LEGEND
<br />C x 2 INDICATES RECESS IN SLAB
<br />[ _ ] INDICATES OPENING ABV
<br />INDICATES STEP DOWN AND
<br />MEASUREMENT IN SLAB
<br />INDICATES 145 VERTICAL REBAR
<br />IN GROUTED FILLED CELL IN NEW
<br />8" CMU WALL(5HEAR WALL
<br />5ECRTION). FILL SOLID FROM FTG
<br />TO TIE BEAM
<br />INDICATES 245 VERTICAL
<br />REBAR, FILL SOLID FROM FTG TO
<br />TIE BEAM
<br />NOTE:
<br />VERT. REINF. SHALL HOOK INTO BEAM
<br />ABOVE * FOOTING BELOW. PROVIDE 25"
<br />MIN. LAP WHERE SPLICES OCCUR. AND
<br />WIRE TOGETHER,
<br />FILLED CELLS NOTE:
<br />FILLED CELLS NEXT TO ALL CORNERS,
<br />NEXT TO ALL OPENINGS, UNDER ALL
<br />GIRDERS, @ ALL CORNERS, AND 48" O.C.
<br />MAXIMUM,
<br />*CONTRACTOR TO VIF ALL EX15TING
<br />FILLED CELLS -TYP
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<br />SCALE: 114" = V-0"
<br />z JUDITH ANN KOEHN, CPBD, AIBD
<br />j AKOHN@ONTWERPE5TUDIO.COM
<br />727.490.9459 1 910.374.78G3
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<br />p WWW.ONTWERPE5TUDIO.COM
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<br />REV DATE DESCRIPTION
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<br />PROJECT NO: 2204-25G
<br />DATE: 23.05.2022
<br />DRAWN BY: A. KOHN
<br />*CONSTRUCTION DOCUMENTS ARE ORIGINAL
<br />AND UNPUBLISHED MATERIALS OF THE
<br />DESIGNER, THEY SHALL NOT BE COPIED IN
<br />ANY FORM WITHOUT THE EXPRESSED
<br />WRITTEN CONSENT OF THE DESIGNER.
<br />5TUCTU RAL PLANS
<br />5/23/2022 12:26:03 PM
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