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Home My WebLink AboutREVISED STRUCTURALFOOTING AT CORNERNOT TO SCALESPECIFICATIONSDETAILS ANDBEAM CORNER DETAILNOT TO SCALEMASONRY TO FRAME BEARING WALL CONNECTION1/2'' X 8'' WEDGE ANCHORS @ 32'' O.C.NOT TO SCALEHURRICANE TIE AT EACH TRUSSPROVIDE SIMPSON HTS201) FINISHED FIRST FLOOR ELEVATION IS ASSUMED AT 0'-0" - VERIFY ACTUAL ELEVATION WITH THE7) ALL MODIFICATIONS TO THE PLANS MUST BE REVIEWED AND APPROVED BY THE ENGINEER.4) ENGINEER IS NOT RESPONSIBLE FOR ANY SUPERVISION DURING CONSTRUCTION.2) CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DETAILS AND SHALL NOTIFY ENGINEER3) ALL MATERIALS, EQUIPMENT, CONNECTORS, AND WORK SHALL MEET OR EXCEED THE DESIGN 6) THE STRUCTURAL INTEGRITY OF THE BUILDING SHOWN ON THESE PLANS IS DEPENDENT UPON5) THE CONTRACTOR MAINTAINS THE RESPONSIBILITY FOR ALL CONSTRUCTION MEANS, METHODSAPPLIED TO STRUCTURE. THE ARCHITECT ASSUMES NO LIABILITY FORTHE STRUCTURE DURING CONSTRUCTION UNLESS THE CONSTRUCTION METHOD AND BRACING AREINCLUDED IN THE PLANS AND SPECIFICATIONS, OR ARE SUPERVISED BY THE ARCHITECTCOMPLETION ACCORDING TO PLANS AND SPECIFICATIONS. STRUCTURAL MEMBERS ARE NOT SELFSUPPORTING DURING CONSTRUCTION AND REQUIRE TEMPORARY BRACING UNTIL PERMANENTLY IMMEDIATELY OF ANY ERRORS, OMISSIONS OR DISCREPANCIES PRIOR TO COMMENCEMENT FLOOR SYSTEMS. ALL WORK SHALL BE PERFORMED IN A WORKMANLIKE MANNER. AND TECHNIQUES REQUIRED FOR THE CONNECTIONS OF ALL ROOF, WALL ANDDURING CONSTRUCTION.DATA AND COMPLIANCE CODE CITED.ENGINEER'S SITE PLAN OF WORK.GENERAL NOTES:TRUSS CONNECTOR NOTES:1. PROVIDE SIMPSON (1)HETA 20 HURRICANE STRAPAT EACH TRUSS TO TIE-BEAM CONNECTION,UNLESS NOTED OTHERWISE.NOT TO SCALETYPICAL WALL SECTIONWINDOW8"x8"x16" CONC. BLOCKWOOD BASEvaries see planBLOCK FILLED INJECTEDKNEEWALL DETAILNOT TO SCALEFOAM INSULATION R-9W/ (2) WASHERS & NUTSNOTE: LANAI AND ENTRY PORCHCEILINGS ARE STUCCO FINISHTO WALL WITH "F" CHANNELUSING "T-NAILS" AT 16" O.C. (MIN.(I.E., 4d ROOFING COIL NAILS)AND BATTEN WITH O.12" DIAMETER,1-1/2" LONG, SMOOTH SHANK NAILS5/8" LENGTH) AND TO FASCIA BOARDAT 12" O.C.FLOOR LINEGRADE SHALL BE ~4" BELOW FINISHCEMENTIOUSDECORATIVECOATING16"W X 16"H CONC. FOOTING (OR AS NOTED ON FND. PLAN)W/(2) #5 BARS CONT.CONC. STD. 90° HOOK TOP & BOTTOMMIN. 25" LAP. PROVIDE INSPECTION1x2 P.T. WD. FURRING 1/2" DRYWALL OVERPROCTOR MAXIMUM DRY DENSITYOF 95% OF THE MODIFIED COMPACTED TO A MINIMUM FILL MUST BE CLEAN ANDHOLES.OVERHANG DOES NOT REQUIRE BATONS IF 12" OR LESSBE AS DESIGNATED ON PLANSALL STRAPS TO TRUSSES SHALLHURRICANE STRAP @ EA. TRUSS;ATTACH WITH ROOF NAILSAT 12" O.C.; STAGGER WITHALUMINUM DRIP EDGE2x4 END RAIL; ATTACH(2) 12d, FACE NAILED2x4 TO TRUSSES WITHATTACH FASCIA WITH ROOFALUMINUM FASCIA OVERNAILS AT 12" O.C.; STAGGERVINYL SOFFIT- ATTACHPREFINISHED PERFORATED26 GAUGE (MIN.)DRIP EDGE NAILS26 GAUGE (MIN.)FASCIA NAILS5/8" DRYWALL ORINSULATION R-30OR PER ENERGY CALC'S1/2" CD. BOARD CLG.UNLESS NOTED. FILLED W/ 3000 PSIFOR LOCATIONS. 1- #5 RE-BAR TYP.VERTICAL REINFORCING - SEE PLANWITH GALV. BEARING PLATESPRE-ENGINEERED WOOD TRUSSESINTERMEDIATE BATTENS AREIF OVERHANG EXCEEDS 12"REQUIRED 12" O.C.SINGLE 8" U-BLOCK WITH (1) #5 RE-BAR TOP CONTINUOUSIN EACH U-BLOCKWELL COMPACTED EARTH JOINTS, OVER TERMITE TREATED, BARRIER W/ TAPED & LAPPED ON A 6 MIL VISQUEEN VAPOR FIBERMESH OR 6X6X10/10 WWM 4" CONC. SLAB, 3000 PSI, W/16"16"(1) COURSE 9'' BLK12" OVERHANGBAFFLE/VENTEXT. SWING DOORATTACHMENT DETAIL1X2 P.T. FURRING1X8 P.T. DOOR BUCKATTACHED W/ 1-1/2'' "T" NAILS@ 4'' FROM EACH END AND18'' O.C. (SINGLE LEAF) &12'' O.C. (DBL LEAF)BRICK MOLDINGSTYP. STUCCO1/2'' DRYWALLFILLED BLOCK 1#5FOILHINGED SWING DOORDOOR JAMB ATTACHED W/ 1/4'' X 3-1/2'' TAPCONS@ 6'' EACH END & 18'' O.C. (SINGLE LEAF) &12'' O.C. (DBL LEAF)CASING1X2 P.T. FURRING1X2 P.T. FURRING1X6 P.T. DOOR BUCKATTACHED W/ 1-1/2'' "T" NAILS@ 18'' O.C. VERTDOOR FRAMEATTACH TO CONC. BLOCKTHROUGH WOOD DOORBUCK W/ 3/16'' X 2-3/4'' TAPCONS.FILL ALL HOLES. 1-1/4'' MIN EMBEDMENTTYP. STUCCOS.G.D. ATTACHMENT DETAIL1/2'' DRYWALL1X2 P.T. FURRING1X2 P.T. FURRING1X4 P.T. WINDOW BUCKATTACHED W/ 1-1/2'' "T" NAILS@ 18'' O.C. VERTWINDOW FRAMEATTACH TO CONC. BLOCKTHROUGH WOOD WINDOWBUCK W/ 3/16'' X 2-3/4'' TAPCONS.FILL ALL HOLES. 1-1/4'' MIN EMBEDMENTTYP. STUCCOWINDOW ATTACHMENT DETAIL1/2'' DRYWALLCONCRETE FOOTER2X BLOCKINGAS REQUIREDBY FLORIDABUILDING CODERESIDENTIALSTUD ALONG BLOCKWALL TO BE P.T.TAPCON SCREWS #10 X 3''@ 16'' O.C. OR 1/2'' DIM. X5-1/2'' LG. REDHEADS W/2'' DIM. X 1/8'' WASHERSTRAP DBL TOP PLATE TOEA. STUD USING SIMPSON SPSTRAPS. ADJUST THE STRAP SIZETO MATCH STUD WIDTH.2X STUDSSEE WALL SECTIONSFOR APPLICABLE WIDTHSAND STUD SPACINGCONTRACTOR TO FILL LASTCELL SOLID WITH CONCRETE AND (1) #5 BAR VERT. FOR FRAME WALLATTACHMENTBEAM - SEE TYPICAL SECTIONAT BLOCK WALLNOMINAL8"X 16" C.M.U. DETAILCONCRETE FILLED CELL8"x16" CMUNOMINALVERTICAL #5REBAR (TYP.)16"8"ACCOMMODATE BRACKETS. ATTACHUSE 2x8 PRESSURE TREATED WOOD BUCKGARAGE DOOR SPRING BUCK INSTALLATION2X6 BLOCKING FORLENGTH OF 4"INTO CMU; MIN.THRU 2X BLOCK1/4" TAPCONWITH 3" WASHERS STARTING AT 8" FROM EACH ENDINSTALLATION DETAILTYPICAL GARAGE DOOR BUCK AND VERTICAL TRACKUSE 2x6 PRESSURE TREATED WOOD BUCKS ATTACHEDGARAGE DOOR BUCK INSTALLATION GARAGE OVERHEAD DOOR CONNECTIONONE 1/2" x 1-5/8" LAGSCREW PER TRACK BRACKET2x6 P.T. S.Y.P. BUCKAS PER MANUFACTURER12 GA. GALV. STEEL VERTICAL TRACKWEDGE ANCHORN.T.S.JAMBTWO (MIN.)MOUNTINGSPRINGBRACKET FORBRACKETSBRACKET FORMOUNTINGGLIDE ROD2x6 PT with 1/2” x 7” wedge anchors with square washersAND SPACED NO MORE THAN 32" o.c.WITH A MINIMUM OF FOUR 1/2" ø WEDGE ANCHORSOF SUFFICIENT HEIGHT TO CONCRETE NAILS AT 4" O.C.WOOD BEAM TOCBS WALL ATTACHMENTCBS WALL(4) SIMPSON STRAPLSTA15 FASTENED W/(12) 10d NAILS EACHDBL 2'' X 12'' WOOD BEAM4''X4'' WOODPOST CENTEREDON CBS WALLPOST CONNECTED TO CBSWALL W/ SIMPSON ABU44FASTENED W/ 1/2'' X 6'' TITEN HDAND (12) 6d NAILS INTO POSTSIMPSON SP4 OR SP1OR USP TP4X FROMSTUD TO BOT. PLATE1/2"x8' WEDGE ANCHORAT 32" O.C.8" CMU WALLLINTEL2x4 P.T.CLIP EACH TRUSS(SEE FLOOR PLAN FOR TYPE)FRAME OUT TOBLOCK EDGESTUD ANCHORING:STUD TO TOP PLATE,SIMPSON SP4 OR SP22x4 SYP @ 16" O.C. TO 48" HIGH2x6 SYP @16" O.C. 48" TO72" IN HEIGHTCOMMONS @ 6" ONEDGES & 12" INFIELD7/16" OSB W/8dNOT TO SCALENOT TO SCALENOT TO SCALENOT TO SCALENOT TO SCALENOT TO SCALEENTRY CMU COLUMN/HEADERFOR BEAM SPEC.SIMPSON HETA18EACH END OFEACH BEAMSEE FLOOR PLANNOT TO SCALECONTINUOUS BOTTOM CHORD BRACINGCROSS BRACING DETAIL (TYP.)2x4 MINIMUMPER JOINT(3) 12d NAILS(SEE PLAN FORCROSS BRACINGMINIMUM 2x4 LOCATIONS)NOT TO SCALE10d AT 4" O.C. BOTH SIDESHEADER AT RAISED ENTRY/CMU WALLTYPICAL BLOCKUSE (2) SIMPSON MSTAM24WITH (9) 10d AND (5)1/4"x2-1/4" TITENSALTERNATE HOLDOWN:WALLTIE BEAMW/(10) 16d EACH TOPOST(2) SIMPSON HETA18'sBUILT-UP 2x4's OR4x4 POSTBEAM - SEE FLOORPLAN FOR SPECSOF 2x4 TO BEAMSUPPORT COLUMN(4) 10d EACH SIDENOT TO SCALER703.4 Flashing.Approved corrosion-resistant flashing shall be applied shingle-fashion in a manner to prevent entry of waterinto the wall cavity or penetration of water to the building structural framing components. Self-adheredmembranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed atthe juncture with the building wall with a sealant complying with AAMA 800 or ASTM C 920 Class 25 GradeNS or greater for proper joint expansion and contraction, ASTM C 1281, AAMA 812, or other approvedstandard as appropriate for the type of sealant. The flashing shall extend to the surface of the exterior wallfinish. Approved corrosion-resistant flashings must be installed. Sher-Crete flexible concrete waterproofer orequal.WIRE LATH5/8" stucco (horizontal application) and7/8" thick stucco (vertical application) on3/8” hi-rib lath attached to horizontal andvertical wood framing with nails or staplesto provide no less than 1-3/4” penetrationinto horizontal wood framing and 3/4”penetration into vertical wood framingmembersCOMPOSITE SHINGLES ON #30 FELT or PEEL & STICK OVER5/8'' CDX (MIN) - SHEATHING- SEEROOF SHEATHING DETAIL SHEET A68FT. PIERCE, FL, 34982 TBD (511-) PINETREE DR. JOSEPH M. & ANGELA L. HOOD LAS TORGA_ JAH_HOOD 511 SW PORT SAINT LUCIE BLVD. PORT ST. LUCIE, FL 34953P1 14 JUN 2021P2 07 JUL 2021CustomLA TORTUGA_JAH_HOOD PERMITSET.dwg4/06/21S1STRUCTURAL9SHEETDESCRIPTIONDATEREVBuilder:Project:SCALE:OFMODELOWNERDESIGN BYCHECKED BY12345678CHRISTOPHER D. BEERS, P.E.FLORIDA LICENSE NO. 64594W A T E R - A I R - L A N D524 W Virginia AvePunta Gorda, Florida 33950941-628-0635fax 413-687-9013chrisbeers@byu.net