1685 ATLANTIC BEACH DR RES25-0023 Truss Roof Layout - StrongTHA422 6V
STICK FRAME
ATTIC AREA.
ALL WALLS SHOWN ARE CONSIDERED LOAD BEARING
24" O.C. SPACING
B1 BOTTOM CHORD IS
LOADED TO CARRY FLOOR
LOAD FOR ATTIC FLOOR
JOISTS IN HATCHED AREA
15' CEILING
HEIGHT
OVER LIVING AND
DINING ROOM
BUILD RAKE WALL ON TOP
OF E5 TO SUPPORT A TYPE
TRUSSES
15-01-02 PLATE HIEGHT
15-01-02 PLATE HIEGHT
15-01-02 PLATE HIEGHT
EXTENDED ATTIC
PLATFORM
A HUS26 37
C 1THJA26
1FHHUS26-2
1HGUS28-3J
A
A
A
A
C
F J
A
A
A
A A A A A A A
A
A
A
A A A A A A A A A A A A A A A A A A A A
BBO
2' 8"77' 0" 14' 0" 77' 0" 26' 8" 7' 5" 2' 8" 8' 0" 2' 8" 21' 11"
69' 4"
26' 8" 42' 8"
69' 4"2' 8" 17' 0" B1B2B3B4B5B6B6E5
E4
E3
E2
E1 J6J4J5J5
J4
A5A4A3A2A1J1J1C1C2C3C4C5C6C7C8C9C10C11C12D3
D2
D1J9J11J11J8G5
G4
G3
G2
G1J13J13
G8
G8V3V4V5V6
V7
V8
V9 V1V2J2(12)J10(13)G6(2)G7(11)J14(11)G8(2)B7(8)
J7(4)
P2(22)
J12(9)28' 8" 14' 8"35' 0" 39' 4"20' 2"3' 4"2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0"2' 0"2' 0"2' 0"2' 0"2' 0"2' 0"2' 0"2' 0"2' 0"2' 0"2' 0"2' 0"2' 0"2' 0"2' 0"2' 0"2' 0"2' 0"2' 0"2' 0"
3' 10"2' 0"2' 0"2' 0"2' 0"2' 10"2' 0"2' 0"2' 0"2' 0"2' 0"2' 0"2' 0"2' 0"2' 0"2' 0"2' 0"2' 0"2' 0"1' 10 1/2"2' 1 1/2"2' 0"2' 0"2' 0"2' 0"2' 0"2' 0"2' 0"2' 0"2' 0"2' 0"1' 10 1/2"2' 8 3/4"2' 0"2' 2 1/4"1' 9 3/4"2' 0"2' 0"
2' 8 3/4"2' 0" 2' 2 1/4"2' 0" 2' 0" 2' 0" 1' 9"3' 10" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0"
10 1/2"2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 2 1/2"2' 0" 1' 10 1/2"2' 0" 2' 0" 2' 0" 2' 0" 2' 6 1/2"2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 3' 4" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0"1' 10 1/2"TrussTrax.ufpi.comINDICATES LEFT END OF TRUSSTHIS IS A TRUSS PLACEMENT DIAGRAM (TPD) ONLY; NOT AN ENGINEERED DOCUMENT. Trusses are designed as individual building components to be incorporated into the building design at the specification of the building designer. See individual trussdesign drawings (TDD's) for each truss design identified on the TPD. The Contractor is responsible for the temporary bracing of the roof and floor system, and requirements for the permanent restraint/bracing of truss systems may be met by following the methodsoutlined in ANSI-TPI 1-2014 - 2.3.3. The design of the support structure including but not limited to headers, beams, walls, and columns is also the responsibility of the building designer. For general guidance regarding installation and bracing, consult "BuildingComponent Safety Information" (BCSI) available from the SBC Association (www.sbcacomponents.com). It is the responsibility of the General Contractor to verify that the provided component layout matches the final intended construction plans, loading conditions, anduse. If they do not, it is the responsibility of the General Contractor to notify UFP and provide plans containing the latest specifications and designs. UFP will not be responsible for plan changes by others after final approval of shop drawings, or for errors ormodifications made on-site during construction. DO NOT CUT, NOTCH, DRILL, OR OTHERWISE "REPAIR" MANUFACTURED TRUSSES IN ANY WAY WITHOUT PRIOR WRITTEN AUTHORIZATION BY A LICENSED PROFESSIONAL DESIGNATED BY UFP. TheFramer is responsible to verify all dimensions, including adjusting member spacing within tolerances to allow for the drop and rise of plumbing/HVAC, unless noted otherwise. Truss-to-wall connections, if shown, are for uplift only and do not consider lateral loads. Allconnectors on this project are to be installed per the connector manufacturer's specifications. All connectors shown that are not truss-to-truss are suggestions only and are to be verified by the Building Designer or Engineer of Record for suitability to this particularproject. UFP accepts no responsibility for the specific application or suitability of any connector that is not truss-to-truss as they apply to this specific structure.This drawing is property of UFP Site Built, LLC.Any unauthorized use of this document withoutwritten permission is prohibited. UFP relinquishesownership of delivered product upon delivery.Owner of product must obtain UFP's authorizationprior to any alteration or modification of product;UFP will not be held responsible for anyunauthorized modifications done or costs incurredwithout prior written authorization from UFP.Locust, NCLiberty, NCOoltewah, TNPearisburg, VAStanfield, NCCustomer Service (800) 476-9356Burlington, NCChesapeake, VAClinton, NCConway, SCJefferson, GAREVISIONSDATE DESCRIPTION DSN- - -- - -- - -- - -- - -- - -- - -- - -
ARCH DATE
24090816
-
LAYOUT DATE
CKC
JOB #:
DESIGNER
11/12/24
-
STRUC DATESTRONG BLUEWAVE BUILDER-1685 ATLANTIC BEACH DRIVEJACKSONVILLE FLSCALE:N.T.SROOFPLACEMENT PLAN ROOF AREA:5267.83sqftRIDGE LINE:72 ftVALLEY LINES:77.03 ftHIP LINES:233.56 ftTHESE VALUES AREAPPROXIMATE ONLY