The URL can be used to link to this page

Home My WebLink AboutS41"X2" P.T.STUCCO FINISH RETURNED TO WINDOW FRAME AT EXTERIORDRYWALL3/16" TAPCON, 1 1/4" EMBEDED INMASONRY 8" FROM ENDS AND 12" c.c.WOOD FRAME1"X3" OR 1"X6" P.T. WINDOW BUCK (AT SIDES & WINDOW HEAD)3000# GROUT FILLED CELL, SEE PLAN FOR VERTICAL REQUIREMENTS3/4" RIGID INSULATION2"X8" P.T. AT VERTICAL SIDES OF OPENING & 2"X6" ACCROSS TOP FASTEN TO BLOCK WITH 1/2"X6" REDHEADS WITH MIN. 2" DIAMETER X 1/8" WASHER (TYP.) SPACING AS NOTED DOOR SIDES=12" FROM ENDS & 24" o.c. MAXIMUM AT MIDDLE8"X16" C.M.U. WITH CELLS FILLEDWITH 3000# GROUT & (1) #5VERTICAL DOWELDOOR OPNG.EXTERIOR WALL1"X2" P.T.DRYWALL3/16" TAPCON, 1 1/4" EMBEDED INMASONRY 8" FROM ENDS AND 12" c.c.1"X6" P.T. BUCKPRE-HUNG DOOR JAMB3000# GROUT FILLED CELL, SEE PLAN FOR VERTICAL REQUIREMENTS5' - 6 3/4"4' - 2 1/2"7 5/8"1' - 8 3/8"1' - 11 1/4"7 5/8"3' - 4 5/8"3"1' - 11 1/4"3"2' - 0 1/4"(1) #5 3" OFFSETOF PERIMETER OF SHOWER RECESS TIED TO CHAIRS45* RINKER T9908"#5 REBAR CONTINUOS#3 TIES 8" O.C. RQRD.(1) #7 REBARATTACH REBAR TOADJACENT COLUMNSWITH 90 DEGREEHOOKS (MIN. 48 DIA.LAP.)1'-4"(1) #5 3" OFFSET OFPERIMETER OFSHOWER RECESSTIED TO CHAIRS3"5' - 6 1/2"12' - 8 1/4"3"4 5/8"4 5/8"3"2' - 0"(3) 2"x8"x12'NAILED TOGETHER &LATERALLY BRACED AT 72"SEE SECTION VIEW FORDETAIL OF BRACING10B1i1i1i11S-4ACT. UPLIFT 4126#BTM:(2) 5/8 X 6 TITEN HDHTT5KT (5445# RATED)(26) SD#10 X 2 1/2TOP:(2) HDU4-SDS2.5 (4430# RATED)(10) 1/4" X 2 1/2" SDSCONNECTED BY 5/8" THREADED ROD1e 5/8" STUCCO7 5/8" CMU 5/8" STUCCO 5/8" STUCCO7 5/8" CMU 3/4" RIDGID FOAM INSULATION 5/8" P.T. FURRING STRIP 1/2" DRYWALL2" APPLIED STONE FACADE STUCCO SCRATCH COAT WATER PROOFING MEMBRANE7 5/8" CMU 3/4" RIDGID FOAM INSULATION 5/8" P.T. FURRING STRIP 1/2" DRYWALL2e4e 5/8" STUCCO7 5/8" CMU 3/4" RIDGID FOAM INSULATION 5/8" P.T. FURRING STRIP 1/2" DENS GLASS3e7i5i4i2i1i 1/2" DRYWALL3 1/2" STUD 1/2" DRYWALL 1/2" DRYWALL3 1/2" STUD 5/8" DRYWALL TYPE "X" 1/2" DRYWALL5 1/2" STUD 1/2" DRYWALL 1/2" DRYWALL5 1/2" STUD 5/8" DRYWALL TYPE "X" 1/2" DRYWALL15" FRAMING 1/2" DRYWALL6i 1/2" MOSAIC TILE 1/2" DENS GLASS7 1/4" STUD 1/2" DENS GLASS 1/2" MOSAIC TILE3i 1/2" DRYWALL3 1/2" STUD 1/2" DENS GLASS9B8B 1/2" DRYWALL3 1/2" WOOD STUD BEARING 16" oc 1/2" DRYWALL 1/2" DRYWALL5 1/2" WOOD STUD BEARING 16" oc 1/2" DRYWALL10B 1/2" DRYWALL7 1/4" WOOD STUD BEARING 16" oc 1/2" DRYWALLINTERIOR NON-BEARING WALL TO BE 16" OC WOODLUMBER USED FOR STUDS IN INTERIOR NON BEARING PARTITIONS SHALL BE A STRESS GRADE NOT LESS THAN 225 P.S.I. NOMINAL EXTREME FIBER STRESS IN BENDING.First Floor0"Foundation-1' -6"Main Roof12' -1"Bedrooms Roof10' -1"Entry18' -11"2' - 0"2' - 4"4 1/2"4 1/2"6 1/2"5"13' - 3 1/2"OPENING3' - 4"2' - 7 1/2"FORMED & POURED TIE BEAM3000# CEMENT PUMP MIX WITH:(3) #5 TOP & MIDDLE,(3) #7 BTM#3 STIRRUPS 16" O.C.28 X 24 FOOTER W/(4) #5 CONT.#5 VERT. FILLED W/3000# PUMP MIX8" LINTEL W (1) #5 -8F80T1BONE ON EACH SIDE OF ENTRY8" X 8" X 16" CMU BLOCKFirst Floor0"Foundation-1' -6"2' - 10"2' - 0"4 1/2"8"8"8"34 X 24 FOOTER W/(4) #5 CONT.#5 VERT. FILLED W/3000# PUMP MIXFirst Floor0"Foundation-1'-6"9 1/2"1' - 4"1' - 6"4"RECESS FOR SLIDER2"F1225S-43S-42' - 4"2' - 8"8' - 3"2' - 8"8"1' - 8"2' - 6"8"4"4"1' - 0"8"8"4"6"8"8"1' - 0"8"2' - 10"2' - 10"2' - 6"2' - 2"4"4"6' - 11"4"4"2' - 10"2' - 2"DOOR OPENING6' - 3"2"F1F2F3-4" SLOPE 1.50"1' - 8"7' - 6"5' - 0"2' - 0"(3) 12" RINKER T32512" RINKER T325EMPTY CELLSIN BLOCKSEMPTY CELLSIN BLOCKSSEE CONNECTORSCHEDULE FORFASTNER INFLROMATION1/2" DRYWALLSIMPSON "SPH4"FASTNER ATEACH STUDSTUDS 16" O.C.1/2" DRYWALLEACH SIDEOF STUDS UNLESS NOTED OTHERWISE4" 3000# FIBERMIX CONCRETE ON .006 VAPOR BARRIER OVER CLEAN, COMPACTED, TERMITE TREATED FILLREFERENCE FLOOR PLAN FOR CEILING HEIGHTS(2) 2X TOP PLATE CONTINUOSSIMPSON "SPX"FASTNER ATEACH STUD2X PT. PLATE FASTENED TO THE FOUNDATION WITH 1/2" x 6" SIMPSON TITEN HD 32" o.c. USE 1/8" x 2" HOT DIPPED GALV. WASHERSINTERIOR BEARING FOOTINGWITH (2) #5 CONT. REBARUNLESS OTHERWISE NOTED18"4"14"First Floor0"Foundation-1' -6"Main Roof12' -1"Bedrooms Roof10' -1"10B2x8SP8 TOP & BTM EVERY STUDHUD4-SDS2.5 W/5/8" THREADED RODHTT5KT WITH 5/8X6 GAL TITEN HDF42' - 0"7 1/4"5' - 8 3/4"2X8 LATERAL BRACE CONNECTED BY LUS28 EACH END & MIN 3-12D NAILS16" W X 18" D -FOOTER W/(2) #5 REBAR CONT.F1F2F328" W X 24" D -FOOTER W/(4) #5 REBAR CONT.34" W X 24" D -FOOTER W/(4) #5 REBAR CONT.F436" W X 36" L x 24" D -PAD W/(8) #5 REBAR GRID7 1/4"F518" W X 18" D -INT. BEARING FOOTER W/(2) #5 REBAR CONT.2 1/4"(3) 2"x6"x10'NAILED TOGETHER & LATERALLY BRACED AT 60"9B4i1i4i1iACT. UPLIFT 4151#BTM:(1) 5/8 X 6 TITEN HDHTT5KT (5445# RATED)(26) SD#10 X 2 1/2TOP:(2) TBE6 (11685# RATED)(10) 0.148 X 3"2X8 LATERAL BRACE CONNECTED BY LUS28 EACH END & MIN (3)-12D NAILS REFER TO S-4 #11 AS EXAMPLESP6 TOP & BTM ALL STUDS IN BEARING WALL ScaleVILLADELTA CONSTRUCTION CORP. LLC CRC 058035THE DESIGN PROFESSIONAL OF RECORD (ENGINEER AND/OR ARCHITECT) ASSUMES ALL RESPONSIBILITY OF THE SPECIFICATIONS CONTAINED HERE IN. IT IS THE CLIENT'S AND/OR CONTRACTOR'S RESPONSIBILITY TO VERIFY THE FINAL PLANS AND MEASUREMENTS. ALL CHANGES FROM THIS POINT FORWARD WILL NEED A SIGNED CHANGE ORDER BEFORE ANY ADDITIONAL WORK OR MODIFICATIONS WILL BE MADE. ALL WRITTEN CHANGE ORDERS SUPERCEED THE DRAWINGS. THE DRAWINGS ARE CONCEPTUAL DESIGNS AND MAY VARY FROM THE FINISHED PROUCT. THESE DRAWINGS ARE THE PROPERTY OF THE DISIGNER AND SHALL NOT BE REPRODUCED, MODIFIED OR ALTERED WITHOUT PRIOR WRITTEN CONSENT. THESE DRAWINGS WILL REMAIN THE PROPERTY OF THE DESIGNER EVEN IF THEY ARE NOT USED IN THE CONSTRUCTION OF THIS PROJECT. COPYRIGHTT 2016 PRONTO PLANS, L.L.C.___________________________________CLIENT'S APPROVAL DATE As indicated4/27/2021 2:21:46 PMS-4xxxx Noble Oaks LanePort Saint Lucie, FL 34981Al & Maria Pereira3/4" = 1'-0"6WINDOW BUCK ATTACHMENT DETAIL(N.T.S.)3/4" = 1'-0"9GARAGE DOOR BUCK ATTACHMENTDETAIL (N.T.S.)3/4" = 1'-0"10DOOR BUCK ATTACHMENT DETAIL(N.T.S.)1/2" = 1'-0"14Cabana Bath Shower Recess1/2" = 1'-0"8GARAGE DOOR HEADER DETAIL (N.T.S.)1/2" = 1'-0"12Master Shower Recess3/4" = 1'-0"4Hallway Bearing Point1/2" = 1'-0"Wall Legend - Exterior1/2" = 1'-0"Wall Legend - Interior1/2" = 1'-0"5Entry Column & Opening1/2" = 1'-0"3Entry Side Footer1" = 1'-0"2Slider Slab Recess1/2" = 1'-0"13Foundation - Entry Callout1/2" = 1'-0"7INTERIOR BEARING WALL DETAIL(N.T.S.)1/2" = 1'-0"11A38 Triple Girder Bearing Point1/4" = 1'-0"Footer Legend1/2" = 1'-0"1Master Bedroom Bearing PointRev. #DescriptionDate1Add Words "Wide & Deep"02/26/212Update Exterior Wall Tags02/26/213Lateral Bracing Detail04/27/2112333