HomeMy WebLinkAboutS319' - 3"8"10' - 1"2"TRUSS BEARING PT.TRUSS BEARING PT.MIN. 5/8" STUCCO OVER RIB LATHSTUCCO OVER WIRE LATH ON 30# FELT, NAILED TO 19/32" PLY NAILED 10d RS 6" OC EDGES, 12" FIELDR-30 BATTMIN. 5.5" SPRAY FOAM INSL.MIN. 5.5" SPRAY FOAM INSL.R-30 BATTMIN 5/8" STUCCO OVER RIB LATH2X8 KNEE WALL, PT BTM PLATE TO TIE BEAM W/5/8" GALV. TITEN HD W/2" H.D. MECH. GALV. WASHER-MAX 8" FROM ENDS & MAX 32" O.C. , DBL TOP PLATE, (6) #10 RS NAILS SP8 TOP & BTM.3' - 10"1' - 0"3' - 2 1/4"2X8 FASTENED TO TOP OF TRUSSES 12D RS2' - 0"2' - 7 1/2"OPENING3' - 4"1' - 4 1/2"11' - 11"3' - 0"12' - 5"2' - 0"7' 4" 8F8-0B/0TPRE STRESSED LINTEL W/(1) #5 3000# PUMP MIXF1F2F1F2POURED IN PLACE BEAM 3000# PUMP MIX W/(6)#5, WIRE TIES 12" O.C.1 1/2" X 10 STUCCO BAND8 X 12 FORMED TIE BEAM 3000# PUMP MIX W/(4) #5 CONT.RECESS SLAB 2" UNDER SLIDER TO WET SET TRACK 8 X 24 FORMED TIE BEAM:3000# PUMP MIX(2) #5 TOP(1) #5 MIDDLE(2) #5 BTM.FORMED & POURED BEAMW/(2)#5 TOP, (2) #5 MID, (2)#5 BTM & WIRE TIES/STIRRUPS AT 12" O.C.3000# PUMP MIX CEMENT(3) #5 VERT.3000# PUMP MIX(3) #5 VERT. 3000# PUMP MIX15' - 1"4"STUCCO OVER WIRE LATH ON 30# FELT, NAILED TO 19/32" PLY NAILED 10d RS 6" OC EDGES, 12" FIELD2X8 KNEE WALL, PT BTM PLATE TO TIE BEAM W/5/8" GALV. TITEN HD W/2" H.D. MECH. GALV. WASHER-MAX 8" FROM ENDS & MAX 32" O.C. , DBL TOP PLATE, (6) #10 RS NAILS SP8 TOP & BTM.2' - 0"3' - 0"7 5/8"8"8" LINTEL W (1) #5 -8F80T1BFRONT & RIGHTSIDE OF ENTRYFirst Floor0"Bedrooms Roof10' -1"1' - 6"9' - 5"1' - 0"(4) #5 REBAR 3000#PUMP MIXSEE PAGE S-61' - 4"F14"8"2 X 8 FASCIATYP.PW 303019PW 303019PW 3030194"6' - 0"4"6"1' - 9 1/2"3' - 1"1' - 9 3/4"3' - 1"1' - 9 3/4"3' - 1"1' - 9 1/2"1' - 7"3' - 1 3/4"5' - 4 1/4"10' - 1"STONE VENEER APPLICATION METHODScaleVILLADELTA 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 2:21:45 PMS-3xxxx Noble Oaks LanePort Saint Lucie, FL 34981Al & Maria Pereira3/8" = 1'-0"1House Cross Section1/2" = 1'-0"2Side Porch Beam1/2" = 1'-0"3Ft. of Master BathRev. #DescriptionDate1Brick Veneer Application02/26/212Lintel Detail for Front &Right Side Entry04/27/2112