HomeMy WebLinkAboutGelcorp - Avalon Lot 9 03-30-21 Rev2 D2-SSTB01CROSS BRACING, TYP.SCALE: 3/4" = 1'-0"MINIMUM 2x4 CROSSBRACING (SEE PLANFOR LOCATION)3 - 12d PER JOINTCONTINUOUS 2x4 BOTTOMCHORD BRACING MIN.±45°*DIAGONAL SPACED AT 20'-0" O.C.MAX. SAME SPACING AS BOTTOMCHORD LATERAL BRACINGTB02CROSS BRACING TYPICALSCALE: N.T.S.CONTINUOUS LATERAL BRACINGNAIL OVER X-BRACE AS SHOWN.INSTALL BLOCKING ATTACH WEDFOR NAILING X-BRACING - 2x4 SYP w/ 3-12dNAILS @ EACH TRUSS WEBBLOCKINGTYP.TRUSSSECT. A-ASEEPLANAAG.T.JACKTRUSSESPROVIDE 2x4 MIN. BLOCKING AT COF HIP/RIDGE, TYP. BETWEENTRUSSES w/2-12d NAILS EACHEND TO TRUSS TOP CHORDTB03HIP/RIDGE BLOCKING SCALE: 3/4" = 1'-0"ADD MIN 2x4 ALONGSIDE TOPCHORD WHEN REQ.D TOPREVENT PLYWOOD SPANFROM EXCEEDING 24" MAXSPAN EIGHT SIDE, IF REQ'DROOF SHEATHING, SEE TB13/SNFOR SPECIFICATIONS2-12d NAILS AT 12" O.C. MAXHIP G.T.MIN 2x4 BLOCKINGBETWEEN TRUSSESHIP TRUSSROOF SHEATHINGALTERNATE TO BLOCKINGRIPPED 2x4 SYP#2NAILED TO TOPCHORD OF HIPPEDTRUSS w/ 12dNAILS @ 6" O.C.OVERLAP TRUSS BRACINGAT LEAST ONE TRUSS SPACE5 OVERLAPTB04TRUSS BRACING OVER LAPSCALE: 3/4" = 1'-0"TRUSSMINIMUM 2x4 SPF OR SYP TRUSSBRACING w/ 3-12d NAIL PER JOINT**SPACED AT 15'-0" MAXNOTE:1) SEE TRUSS MANUFACTURER'STRUSS ENGINEERING CUTSHEETS FOR ADDITIONALPERMANENT BRACING THAT MAYBE REQUIRED2) "T" BRACING MAY BE USED INPLACE OF PERMANENT BRACINGPROVIDED IT EXTENDS OVER ATLEAST 90% OF THE WEB.HIP END 20'-0" MAX20'-0" MAX4'-0"4'-0"4'-0"4'-0"4'-0"4'-0"
LESS 4' NO
BRACING
GABLE END
EQ.10'-0"(MAX)EQ.10'-0"(MAX)10'-0"(MAX)
MAX. TYP.MAX. TYP.TB03RIDGELESS 4' NO
BRACINGTB05REQUIRED MIN. PERMANENT TRUSS BRACING PLANSCALE: N.T.S.TOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX, FOR FIRST (4)ROWS OF TRUSSES SEE GE01/D2 FOR MORE INFORMATION BLOCKING TO COMPLY w/ APARECOMMENDATIONS FOR SPANRATING OF 716" OSB OR USEALTERNATE TO BLOCKING, PERTB03 THIS PAGE**ALTERNATE SPAN RATED3216" IS THE SPAN RATINGTHE PLYWOOD THICKNESSIS 1532" IF 1532" IS USED THENTHE ALTERNATE BLOCK ISNOT REQUIRED AT HIPSECTIONTB01TB044 BAYSDROP GABLE END TRUSS & 2x OUT LOOK RAFTERS FOR O.H. GREATER THAN12". ATTACH 2x OUTLOOKER @ 24" O.C. TO TRUSS WITH MTS12. FORO.H.UNDER -SPACE OUTLOOKER BLOCKS @ 24" O.C. NO STRAPS REQUIRED.2x4 SYP BLOCKINGBETWEEN TRUSSES @ 48"O.C. MAX. FASTEN TO EA.TRUSS w/ 3-12d NAILS EA.END8d NAILS @ 4" O.C.2x4 SYP CROSS BRACEAPPROX. 8" FROM RIDGETHEN 48" O.C. AFTER. NAIL w/3-12d @ EACH END & @CROSSING AT 45° ANGLE.(NOT REQ'D WHEN GABLE IS4'-1" OR SHORTER)FASTEN (1) SIMPSON HGA10 BRACECONNECTOR FROM DIAGONALBRACE TO BLOCK/PLATECONT 2x4 SYP SPANNING (4)TRUSS BAYS (8'-0") NAILEDw/ 3-12d TO CHORD (MIN1ST 4 BAYS)WALL AND ROOFSHEATHING, SEETB13/SN FORSPECIFICATIONS2x4 SYP L BRACE FORGABLES 3'-0" TO 5'-11"TALL.2x6 SYP L BRACE FORGABLES 6'-0" ANDTALLER.ATTACH L BRACE w/12d NAILS @ 4" O.C.GABLE TRUSSGE01GABLE END BRACESCALE: 3/4" = 1'-0"12" LONG 2x4 #2 SYPBLOCK AT BRACELOCATION. FASTEN TOSILL PLATE w/ 10d @ 3"O.C.NAIL GABLE TRUSSTO TOP PLATE w/16d NAILS @ 4" O.C.12"x8" ANCHOR BOLTAT 48" O.C. MIN.KNOCK OUTCOURSEMASONRY WALL2x8 P.T. PLATE@ WOOD FRAMED WALL@ DUTCH GABLEROOF SHEATHING, SEETB13/SN FOR ATTACHMENTOVER JACK TRUSSES, SEEPLAN.2x4 BLOCKING w/2-12d TOENAILSNAIL TOP OF "T" TOGABLE TRUSS w. 2-12dAND 1-SIMPSON H8 w/10Dx1 12" NAILSFASTEN (1) SIMPSON HGA10 @ 48"O.C. w/ 8-14"x112" SDS WOOD SCREWSGABLE END TO TOP PLATE / BEAMFRAMED WALL OR BEAMBELOW, SEE PLAN.NAIL TOP OF "T" TO GABLE TRUSS w/2-12d AND 1 SIMPSON H8 w/10-10dx112" NAILSINTERIOREXTERIOR@ WOOD FRAMED WALL@ CMU WALLWALL AND ROOF SHEATHING, SEETB13/SN FOR SPECIFICATIONS4-12d EA END2x4 SYP BLOCKING@ 48" O.C. MAX w/2-16d NAILS EA END2x4 BRACING@ 48" O.C.TRUSSTB14NON-BEARING EXTERIOR WALLSCALE: 3/4" = 1'-0"SIMPSON HGAM10 ORHETA1620 @ 48" O.C. MAX12" GAPSIMPSON A34OR (USP MP4)@ 48" O.C.2x4 SYP BLOCKING@ 48" O.C. MAX w/3-12d NAILS EA. END12" GAP(1) #5 CONT. IN SILLGROUTED SOLID FORALL WINDOWS 7'-8"OR WIDERGRADE8"F.F.WS011-STORY WALL SECTIONSCALE: 3/4" = 1'-0"ROOFING FELT OVER STRUCTURALSHEATHING, SEE TB13/SNFIBERGLASS SHINGLES OR TILE ROOF,SEE ARCHITECTURAL PLANSTRUSS ANCHOR, SEE PLANFILLED CELL - 1-#5 DIA. REBAR w/ 3000PSI CONC., SEE PLAN & FILLED CELLSPACING CHART FOR LOCATIONSMASONRY WALL w/ #5 DOWEL 7"INTO FOOTING EXTENDED 25"(ACI 530) ABOVE SLAB, SEE PLANFOR LOCATION AND ARCH FORFINISHES, TYP.PRE-ENG WOODTRUSSFILLED CELL - 1-#5 DIA. REBAR w/ 3000PRECAST "U" LINTEL w/1#5 CONT.FOUNDATION, SEE PLANTRUSS BRACING/BLOCKING NOTES:1.WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA ISGREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED.INADEQUATE TRUSSES BRACING IS THE MOST COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALLNOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BELOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BEPLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE SO AS TO AVOID OVERLOADING ANY ONE TRUSS.2.ALL BRACING (DB, CB, BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALLLATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM.3.ALL BRACES SHALL BE 2x4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ (3)12d NAILS AT EACH TRUSS INTERSECTION.4.ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOTATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS.5.PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE DEPTH EXCEEDS STANDARD HEEL HEIGHT.6.SEE TYP. TRUSS BLOCKING DETAILS.PRE-ENG. TRUSS3 TO 4 TRUSS SPACESA-A ALTERNATE BLOCKINGDETAIL @ INTERIOR BEARINGSECTION B-BTYP. WOOD TRUSS BLOCKING @ RAISED HEEL DETAILTB06BLOCKING/CONV. FRAME DETAILSSCALE: 1/2" = 1'-0"CONV FRAMED RIDGEFASTENED w/ 4-12dMIN WHEN NEXT TOPRE-ENG TRUSS, SEEPLAN2x8 BLOCKING NAILED @EA SIDE w/ 3-12d WHENREQ'D w/ 2-MTS12'SCONV FRAMING ABOVE 2x4 STUDS & PLATES@ 24" O.C. EA DIRECTION TYP. UNO2x6 SPF#2 VERTICAL SCAB@ 48" O.C. w/ 4-12d TOPAND BOT OR H5 ORHCLR/LL IN PLACE OF 4-12dCDDBCONT. ROOF SHEATHING ATTACHED PERTB13/SN ABOVE CONV. FRAMED AREAS2x8 SYP#2 RIDGE BEAM2x6 SPF#2 RAFTERS @ 24"O.C. w/3-10d COMMONTOENAILS TO RIDGE BEAM2x4 SPF#2 w/2-#7x312"WOOD SCREWS EA TRUSSOR H5 @ 48" O.C. w/ BEVELCUT (OPTIONAL)2x4 SPF#2 COLLAR TIEEVERY 3RD RAFTERWOOD SHEATHING,SEE TB13/SNPRE-ENGWOOD TRUSSBBTBSEE SECTION B-B2x DBL TOP PLATEWOOD SHEATHING,SEE TB13/SNALT. BLOCKINGBRG WALL,SEE PLANFOR TYPE2x4 BLOCKINGBETWEEN TRUSSESw/ 2-12d NAILS @ EAEND, CONT EA BAY2x4 BLOCKING ALTERNATEDIRECTION, AS SHOWN FASTENTO EA. TRUSS w/2-12d NAILS2x DBL TOPPLATEPRE-ENGWOOD TRUSSWOODTRUSSDIAGONAL@ 8'-0" MAX2x4 CONT.@ T & BCHORDCONC. MASONRY,STEEL, OR WOODSUPPORT, SEE PLAN1.G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIESBASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS ANDCLADDING LISTED IN THE DESIGN CRITERIA ON SHEET S0.2.1x2 MIN. P.T. w/ J-CHANNEL SECURED @ 24" O.C. FASTEN TO:-CMU w/ 1/12" LONG T-NAILS @ 24" O.C.-WOOD w/ 212" LONG T-NAILS @ 24" O.C.SEE ARCH PLAN AND PRE-ENG TRUSS DESIGNSEE NOTE 1 BELOWSOFFITS 1'-4" & GREATERALUM DRIP EDGE2x SUB FASCIACONT VENTED ALUM SOFFIT2x BLOCKING NAILED TO TOPCHORD EVERY OTHER TRUSSw/ 3-12d NAILS, TYP.CONT 2x4 NAILED TOBLOCKING w/ 2-12d NAILSBRG WALL TYPEPER PLAN1x2 P.T. MIN,FASTENED PER NOTE2 BELOWSF01STRUCTURAL SOFFITSCALE: 3/4" = 1'-0"AC01HANGING AIR HANDLER DETAILSCALE: 3/4" = 1'-0"2x SYP TO MATCH TOP CHORDTRUSS ATTACHED w/ (2) ROWSOF 10d NAILS @4"OC.WHERE BOLTS ARE NEEDEDAC UNIT ON KENDWARF BYCONTRACTORROOF TRUSS1'-0" MIN 1'-0"MIN
ROOFTRUSSAASECTION A-APLAN VIEWFLOOR FRAMING DETAILS2017-11-08SHEET NOSCALE
10/15/2019
AS INDICATED
PROJECT NO
DATE
1511
CHK BY
NAG
DRAWN BY
Ph: 407-647-0938 Fax: 407-647-2499
email : Mark@nasrallah.com
3920 Edgewater Drive, Suite 101
Orlando, Fl. 32804
AA26001471
MARKDATE REMARK BY
MN
Designer hereby expressly reserves his copyright and other property rights in these plans. These plans and drawings are not to be reproduced, changed or copied in any form or manner
whatsoever without first obtaining the express permission and consent of the architect., nor are they to be assigned to any party without first obtaining said written permission and consent.
Written Dimensions on these drawings shall have precedence over scale dimensions: Contractors
shall verify and be responsible for all dimensions and conditions on the job and this office must be
notified of any variation from the dimensions and conditions shown by these drawings.
Architectural Group Inc
2020-12-22 Building Department Permit Set
not valid withoutoriginal or electronicsignature & sealMark P. NasrallahFla. Reg. AR 0008136Accuracy StatementThis item has been digitally signed and sealed by Mark P Nasrallah on the date containedwithin the digital signature above. Printed copies of this document are not consideredsigned and sealed and the signature must be verified on any electronic copiesSt. Lucie County, FL
Gelcorp. Industries
A Custom Residence For:
"AVALON BY THE BEACH" - LOT 9
PARCEL IDD22