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Home My WebLink AboutPLANSScott R. Sanders, P.E.FL P.E. No. 64781TO THE BEST OF MY KNOWLEDGE,THIS STRUCTURE HAS BEENDESIGNED IN ACCORDANCE W/SECTION 1609 OF THE 2020FLORIDA BUILDING CODE 7th ED.Revisions:Drawn:No. Issue Date:DateDescriptionJ.D.10.25.2021(352) 900-ICED PhoneJdiaz@ICEDServices.comSheet Title:Sheet #:Builder:Engineer:SOUTHEAST BUILDINGENGINEERSPE-64781Project:3505 S Indian River Dr.Fort Pierce, FL 34982Jurisdiction: St. Lucie Co.New S.F.R.I.C.E.D. Services LLC.Independent Coordinators forEngineering & Drafting ServicesCover PageC1.03578 Rolling Acres Rd.Pace, FL 32571772-774-9086 phone’’’’STUCCO INSTALLATION, PROCEDURES AND PRACTICES.THE FOLLOWING DOCUMENT IS BASED ON THE 2020 FBC 7th EDITION, FBCR, ASTM C926, ASTMC1063, AND OTHER APPLICATION GUIDES REGARDING STUCCO INSTALLATION, PROCEDURES ANDPRACTICES.THIS DOCUMENT IS NOT ALL INCLUSIVE AND DOES NOT COVER ALL THE REQUIREMENTS FORCOMPLIANT INSTALLATION OF STUCCO. THIS DOCUMENT IS MEANT TO BE USED AS A GUIDE TOADDRESS SOME OF THE COMMON INSTALLATION AND PROPER APPLICATION ISSUES FOUND DURINGFIELD INSPECTIONS.STUCCO OVER MASONRY:CONVENTIONAL STUCCO OVER MASONRY SURFACES MAY BE APPLIED WITH TWO OR THREE COATS.·TWO COAT SYSTEMS OVER MASONRY CONSIST OF:FIRST COAT = 3/8 INCH THICK AND FINISH COAT= 1/8 INCH THICK;·OR TWO COAT SYSTEMS OVER CAST CONCRETE CONSIST OF:FIRST COAT = ¼ INCH-THICK AND FINISH COAT = 1/8 INCH THICK.·THREE-COAT SYSTEMS CONSIST OF:FIRST COAT = 1/4-INCH-THICK, SECOND COAT = 1/4-INCH-THICK, AND FINISH COAT = 1/8 INCHTHICK OVER BOTH MASONRY AND CAST CONCRETE.WHEN REQUIRED BY ASTM C 926, SECTION 5.2.2; AN EXTERIOR BONDING AGENT, CONFORMING TOASTM C 932, SHALL BE USED ON ALL MASONRY SURFACES. IN LIEU OF A BONDING AGENT, A DASHCOAT, ROUGHING THE SURFACE, OR METAL LATH ARE ALSO ACCEPTABLE METHODS FOR BONDING.FBC 2510.3 INSTALLATION, REFERENCES ASTM C 926 REQUIRES FORM TIES OR OTHER OBSTRUCTIONS(INCLUDING MASONRY CUT NAILS FOR CLEAN OUT OPENING FORMS) TO BE REMOVED OR TRIMMEDBACK EVEN WITH THE SURFACE OF THE SOLID BASE. IN ADDITION, IF THE NAILS ARE TO BE TRIMMEDFLUSH AND LEFT IN PLACE, THEY NEED TO BE CORROSION RESISTANT AS WOULD BE REQUIRED FORLATH OR OTHER METAL ACCESSORIES, ASTM C 926 SECTIONS 5.2 AND C 1063 SECTION 6.STUCCO OVER FRAME:R703.7 EXTERIOR PLASTERINSTALLATION OF THESE MATERIALS SHALL BE IN COMPLIANCE WITH ASTM C926, ASTM C1063 ANDTHE PROVISIONS OF THIS CODE.R703.7.1 LATHLATH AND LATH ATTACHMENTS SHALL BE OF CORROSION-RESISTANT MATERIALS. EXPANDED METALOR WOVEN WIRE LATH SHALL BE ATTACHED WITH 11/2-INCH-LONG (38 MM), 11 GAGE NAILS HAVINGA 7/16-INCH (11.1 MM) HEAD, OR 7/8-INCHLONG (22.2 MM), 16 GAGE STAPLES, SPACED NOT MORETHAN 6 INCHES (152 MM), OR AS OTHERWISE APPROVED.EXPANDED 3/8" RIB LATHEXPANDED 3⁄8" RIB LATH SHALL BE ATTACHED TO HORIZONTAL AND VERTICAL WOOD FRAMINGMEMBERS WITH NAILS OR STAPLES TO PROVIDE NOT LESS THAN 1 3⁄4" PENETRATION INTOHORIZONTAL WOOD FRAMING MEMBERS, AND 3⁄4" PENETRATION INTO VERTICAL WOOD FRAMINGMEMBERS.R703.7.2 PLASTERPLASTERING WITH PORTLAND CEMENT PLASTER SHALL BE NOT LESS THAN THREE COATS WHEREAPPLIED OVER METAL LATH OR WIRE LATH AND SHALL BE NOT LESS THAN TWO COATS WHEREAPPLIED OVER MASONRY, CONCRETE, PRESSURE-PRESERVATIVE TREATED WOOD ORDECAY-RESISTANT WOOD AS SPECIFIED IN SECTION R317.1 OR GYPSUM BACKING. IF THE PLASTERSURFACE IS COMPLETELY COVERED BY VENEER OR OTHER FACING MATERIAL OR IS COMPLETELYCONCEALED, PLASTER APPLICATION NEED BE ONLY TWO COATS, PROVIDED THE TOTAL THICKNESS ISAS SET FORTH IN TABLE R702.1(1).ON WOOD-FRAME CONSTRUCTION WITH AN ON-GRADE FLOOR SLAB SYSTEM, EXTERIOR PLASTERSHALL BE APPLIED TO COVER, BUT NOT EXTEND BELOW, LATH, PAPER AND SCREED.THE PROPORTION OF AGGREGATE TO CEMENTITIOUS MATERIALS SHALL BE AS SET FORTH IN TABLER702.1(3).R703.7.2.1 WEEP SCREEDSA MINIMUM 0.019 INCH (0.5 MM) (NO. 26 GALVANIZED SHEET PAGE), CORROSION-RESISTANT WEEPSCREED OR PLASTIC WEEP SCREED, WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3 1/2INCHES BELOW THE FOUNDATION PLATE LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITHASTM C926. THE WEEP SCREED SHALL BE PLACED NOT LESS THAN 4 INCHES (102 MM) ABOVE THEEARTH OR 2 INCHES SHALL BE OF A TYPE THAT WILL ALLOW TRAPPED WATER TO DRAIN TO THEEXTERIOR OF THE BUILDING. THE WEATHER-RESISTANT BARRIER SHALL LAP THE ATTACHMENTFLANGE. THE EXTERIOR LATH SHALL COVER AN INCH OF THE WEEP SCREED.R703.7.3 WATER-RESISTANT BARRIERSWATER-RESISTIVE BARRIERS SHALL BE INSTALLED AS REQUIRED IN SECTION R703.2 AND, WHEREAPPLIED OVER WOOD-BASED SHEATHING, SHALL INCLUDE A WATER-RESISTIVE VAPOR-PERMEABLEBARRIER WITH A PERFORMANCE AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THEINDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES ASEPARATE CONTINUOUS PLANE AND ANY FLASHING (INSTALLED IN ACCORDANCE WITH SECTIONR703.4) INTENDED TO DRAIN TO THE WATER-RESISTIVE BARRIER IS DIRECTED BETWEEN THE LAYERS.EXCEPTION: WHERE THE WATER-RESISTIVE BARRIER THAT IS APPLIED OVER WOOD-BASEDSHEATHING HAS A WATER RESISTANCE EQUAL TO OR GREATER THAN THAT OF 60-MINUTEGRADE D PAPER AND IS SEPARATED FROM THE STUCCO BY AN INTERVENING, SUBSTANTIALLYNONWATER-ABSORBING LAYER OR DESIGNED DRAINAGE SPACE.R703.7.4 APPLICATIONEACH COAT SHALL BE KEPT IN A MOIST CONDITION FOR AT LEAST 48 HOURS PRIOR TO APPLICATIONOF THE NEXT COAT.EXCEPTION: APPLICATIONS INSTALLED IN ACCORDANCE WITH ASTM C926 INCLUDING THEREFERENCE IN ASTM C926 SECTION 8 TO SECTION X1.4.2 OF THE APPENDIX.R703.7.5 CURINGTHE FINISH COAT FOR TWO-COAT CEMENT PLASTER SHALL NOT BE APPLIED SOONER THAN SEVENDAYS AFTER APPLICATION OF THE FIRST COAT. FOR THREE-COAT CEMENT PLASTER, THE SECONDCOAT SHALL NOT BE APPLIED SOONER THAN 48 HOURS AFTER APPLICATION OF THE FIRST COAT. THEFINISH COAT FOR THREECOAT CEMENT PLASTER SHALL NOT BE APPLIED SOONER THAN SEVEN DAYSAFTER APPLICATION OF THE SECOND COAT.EXCEPTION: APPLICATIONS INSTALLED IN ACCORDANCE WITH ASTM C926 INCLUDING THEREFERENCE IN ASTM C926 SECTION 8 TO SECTION X1.4.2 OF THE APPENDIX.’1784 SW Erie St.Port Saint Lucie, FL(772) 828-9402 phoneLic #: CGC-1530831 aaaaaaaa0.6h0.6h 0.6h0.6h0.6h 0.6h0.2hScott R. Sanders, P.E.FL P.E. No. 64781TO THE BEST OF MY KNOWLEDGE,THIS STRUCTURE HAS BEENDESIGNED IN ACCORDANCE W/SECTION 1609 OF THE 2020FLORIDA BUILDING CODE 7th ED.Revisions:Drawn:No. Issue Date:DateDescriptionJ.D.(352) 900-ICED PhoneJdiaz@ICEDServices.comSheet Title:Sheet #:Builder:Engineer:SOUTHEAST BUILDINGENGINEERSPE-64781Project:New S.F.R.I.C.E.D. Services LLC.Independent Coordinators forEngineering & Drafting ServicesFront & Rear ElevationsA1.03578 Rolling Acres Rd.Pace, FL 32571772-774-9086 phone1784 SW Erie St.Port Saint Lucie, FL(772) 828-9402 phoneLic #: CGC-15308313505 S Indian River Dr.Fort Pierce, FL 34982Jurisdiction: St. Lucie Co.10.25.2021 Scott R. Sanders, P.E.FL P.E. No. 64781TO THE BEST OF MY KNOWLEDGE,THIS STRUCTURE HAS BEENDESIGNED IN ACCORDANCE W/SECTION 1609 OF THE 2020FLORIDA BUILDING CODE 7th ED.Revisions:Drawn:No. Issue Date:DateDescriptionJ.D.(352) 900-ICED PhoneJdiaz@ICEDServices.comSheet Title:Sheet #:Builder:Engineer:SOUTHEAST BUILDINGENGINEERSPE-64781Project:New S.F.R.I.C.E.D. Services LLC.Independent Coordinators forEngineering & Drafting ServicesLeft & Right SideElevationsA1.13578 Rolling Acres Rd.Pace, FL 32571772-774-9086 phone1784 SW Erie St.Port Saint Lucie, FL(772) 828-9402 phoneLic #: CGC-15308313505 S Indian River Dr.Fort Pierce, FL 34982Jurisdiction: St. Lucie Co.10.25.2021 Scott R. Sanders, P.E.FL P.E. No. 64781TO THE BEST OF MY KNOWLEDGE,THIS STRUCTURE HAS BEENDESIGNED IN ACCORDANCE W/SECTION 1609 OF THE 2020FLORIDA BUILDING CODE 7th ED.Revisions:Drawn:No. Issue Date:DateDescriptionJ.D.(352) 900-ICED PhoneJdiaz@ICEDServices.comSheet Title:Sheet #:Builder:Engineer:SOUTHEAST BUILDINGENGINEERSPE-64781Project:New S.F.R.I.C.E.D. Services LLC.Independent Coordinators forEngineering & Drafting ServicesLeft & Right SideElevationsA1.23578 Rolling Acres Rd.Pace, FL 32571772-774-9086 phone1784 SW Erie St.Port Saint Lucie, FL(772) 828-9402 phoneLic #: CGC-15308313505 S Indian River Dr.Fort Pierce, FL 34982Jurisdiction: St. Lucie Co.10.25.2021 Scott R. Sanders, P.E.FL P.E. No. 64781TO THE BEST OF MY KNOWLEDGE,THIS STRUCTURE HAS BEENDESIGNED IN ACCORDANCE W/SECTION 1609 OF THE 2020FLORIDA BUILDING CODE 7th ED.Revisions:Drawn:No. Issue Date:DateDescriptionJ.D.(352) 900-ICED PhoneJdiaz@ICEDServices.comSheet Title:Sheet #:Builder:Engineer:SOUTHEAST BUILDINGENGINEERSPE-64781Project:I.C.E.D. Services LLC.Independent Coordinators forEngineering & Drafting Services1st Level Floor PlanA2.03578 Rolling Acres Rd.Pace, FL 32571772-774-9086 phoneNew S.F.R.1784 SW Erie St.Port Saint Lucie, FL(772) 828-9402 phoneLic #: CGC-15308313505 S Indian River Dr.Fort Pierce, FL 34982Jurisdiction: St. Lucie Co.10.25.2021 Scott R. Sanders, P.E.FL P.E. No. 64781TO THE BEST OF MY KNOWLEDGE,THIS STRUCTURE HAS BEENDESIGNED IN ACCORDANCE W/SECTION 1609 OF THE 2020FLORIDA BUILDING CODE 7th ED.Revisions:Drawn:No. Issue Date:DateDescriptionJ.D.(352) 900-ICED PhoneJdiaz@ICEDServices.comSheet Title:Sheet #:Builder:Engineer:SOUTHEAST BUILDINGENGINEERSPE-64781Project:New S.F.R.I.C.E.D. Services LLC.Independent Coordinators forEngineering & Drafting Services2nd Level Floor PlanA2.13578 Rolling Acres Rd.Pace, FL 32571772-774-9086 phone1784 SW Erie St.Port Saint Lucie, FL(772) 828-9402 phoneLic #: CGC-15308313505 S Indian River Dr.Fort Pierce, FL 34982Jurisdiction: St. Lucie Co.10.25.2021 Scott R. Sanders, P.E.FL P.E. No. 64781TO THE BEST OF MY KNOWLEDGE,THIS STRUCTURE HAS BEENDESIGNED IN ACCORDANCE W/SECTION 1609 OF THE 2020FLORIDA BUILDING CODE 7th ED.Revisions:Drawn:No. Issue Date:DateDescriptionJ.D.(352) 900-ICED PhoneJdiaz@ICEDServices.comSheet Title:Sheet #:Builder:Engineer:SOUTHEAST BUILDINGENGINEERSPE-64781Project:I.C.E.D. Services LLC.Independent Coordinators forEngineering & Drafting ServicesFoundation PlanS1.03578 Rolling Acres Rd.Pace, FL 32571772-774-9086 phoneNew S.F.R.1784 SW Erie St.Port Saint Lucie, FL(772) 828-9402 phoneLic #: CGC-15308313505 S Indian River Dr.Fort Pierce, FL 34982Jurisdiction: St. Lucie Co.10.25.2021 Scott R. Sanders, P.E.FL P.E. No. 64781TO THE BEST OF MY KNOWLEDGE,THIS STRUCTURE HAS BEENDESIGNED IN ACCORDANCE W/SECTION 1609 OF THE 2020FLORIDA BUILDING CODE 7th ED.Revisions:Drawn:No. Issue Date:DateDescriptionJ.D.(352) 900-ICED PhoneJdiaz@ICEDServices.comSheet Title:Sheet #:Builder:Engineer:SOUTHEAST BUILDINGENGINEERSPE-64781Project:I.C.E.D. Services LLC.Independent Coordinators forEngineering & Drafting Services1st Level Beam, Column& Wd Bearing Wall PlanS2.03578 Rolling Acres Rd.Pace, FL 32571772-774-9086 phoneNew S.F.R.1784 SW Erie St.Port Saint Lucie, FL(772) 828-9402 phoneLic #: CGC-15308313505 S Indian River Dr.Fort Pierce, FL 34982Jurisdiction: St. Lucie Co.10.25.2021 Scott R. Sanders, P.E.FL P.E. No. 64781TO THE BEST OF MY KNOWLEDGE,THIS STRUCTURE HAS BEENDESIGNED IN ACCORDANCE W/SECTION 1609 OF THE 2020FLORIDA BUILDING CODE 7th ED.Revisions:Drawn:No. Issue Date:DateDescriptionJ.D.(352) 900-ICED PhoneJdiaz@ICEDServices.comSheet Title:Sheet #:Builder:Engineer:SOUTHEAST BUILDINGENGINEERSPE-64781Project:New S.F.R.I.C.E.D. Services LLC.Independent Coordinators forEngineering & Drafting Services2nd Level Beam PlanS2.13578 Rolling Acres Rd.Pace, FL 32571772-774-9086 phone1784 SW Erie St.Port Saint Lucie, FL(772) 828-9402 phoneLic #: CGC-15308313505 S Indian River Dr.Fort Pierce, FL 34982Jurisdiction: St. Lucie Co.10.25.2021 Scott R. Sanders, P.E.FL P.E. No. 64781TO THE BEST OF MY KNOWLEDGE,THIS STRUCTURE HAS BEENDESIGNED IN ACCORDANCE W/SECTION 1609 OF THE 2020FLORIDA BUILDING CODE 7th ED.Revisions:Drawn:No. Issue Date:DateDescriptionJ.D.(352) 900-ICED PhoneJdiaz@ICEDServices.comSheet Title:Sheet #:Builder:Engineer:SOUTHEAST BUILDINGENGINEERSPE-64781Project:New S.F.R.I.C.E.D. Services LLC.Independent Coordinators forEngineering & Drafting ServicesFloor framing StrappingPlanS3.03578 Rolling Acres Rd.Pace, FL 32571772-774-9086 phone1784 SW Erie St.Port Saint Lucie, FL(772) 828-9402 phoneLic #: CGC-1530831FLGFLGFLGFLGFLGFLGFLGFLGFLGFLGFLGFLFFLF FLF FLF FLF FLF FLF FLF FLF FLF FLF FLF FLE FLE FLE FLE FLE GFFFLBFLBFLBFLBGFA GFCFLAFLAFLAFLAFLAFLAFLAFLAGFB FLHFLGFLGFLGFLGFLGFLGFLGFLGFLGFLGFLGFLDFLD FLD FLD FLD FLC FLC FLC FLC FLC FLC FLC FLC FLC FLC FLC FLCATATAGFDBCAUYYYY YYYXXX3505 S Indian River Dr.Fort Pierce, FL 34982Jurisdiction: St. Lucie Co.DD10.25.2021 MINIMUMCARRIED BY 3 MEMBERSROOF SHEATHING TO BE WALL SUPPORTSUB-FASCIA2"X4" CONTINUOUS BLOCKING REQUIREDSUBFASCIA AND AT 4" O.C. ON THEROOF SHEATHING NAILED @ 3"O.C. ONEDGES SHALL BE FULL 4'X 8' SHEETS.2-16d @ EACH END. 1ST SHEETS FROM 4' UP FROM ROOF EDGE, NAILED W/ REMAINING EDGES.(BLOCKING MAY BEINSTALLED ON THE FLAT OR ON EDGE.)BOARDSEE TYP. WALL SECTIONS FORROOFING SPECIFICATIONSCONT. 2" X 4" SYP OR BETTERMETAL DRIP EDGE1" X 6" CEDAR FASCIA2" X 4" LADDER @ 24" O.C.ATTACHED @ BOTH ENDS WITH (2)16d NAILS EACH ENDGABLE END TRUSS3/8" PLYWOOD ATTACHED W/ (3) -8d NAILS EVENLY SPACED @ EACHLADDER8d RINGSHANK NAILS @ 4" O.C.8d NAILS @ 6" 0.C.CONT. 2" X 4" SYP OR BETTER"LADDERED" SOFFIT DETAILSCALE: N.T.S.Scott R. Sanders, P.E.FL P.E. No. 64781TO THE BEST OF MY KNOWLEDGE,THIS STRUCTURE HAS BEENDESIGNED IN ACCORDANCE W/SECTION 1609 OF THE 2020FLORIDA BUILDING CODE 7th ED.Revisions:Drawn:No. Issue Date:DateDescriptionJ.D.(352) 900-ICED PhoneJdiaz@ICEDServices.comSheet Title:Sheet #:Builder:Engineer:SOUTHEAST BUILDINGENGINEERSPE-64781Project:New S.F.R.I.C.E.D. Services LLC.Independent Coordinators forEngineering & Drafting ServicesRoof Truss StrappingPlan & Roof FramingDetailsS3.13578 Rolling Acres Rd.Pace, FL 32571772-774-9086 phoneJ5 J3 J1 J5J3J1K J 9 J5 J3 J1 J5J3J1KJ9J7J7J7J7J7J7J7GRB B B1 B2 B2 B2 B2 B2 B2 B2 B2 B2 B2 B2 B2 B2 B2 B2 B2 J7 J7 J7 J7 J7 J7 J7 J7 J7 J7 J7 J7 J7 J7 J7 J7 J7 J7J7GR4CCCCCCCC V28 MV4 MV6 MV8GR3ABAAA9A8A7A6A5 A4A3A2A1AGRAJ5 J3 J1 J3J1D7D6D6D5D4D3D2D1DGRDJ5 J3 J1 J3J1J5J7 J7 J7 J7 J7 J7 J7 J7 J7 J7 J7 J7 J7 J7J7GR2GEC KJ7KJ9AACCBBCCAAAAAA VVAA AAAAAAAA AACCCCAAAAAAXXX1784 SW Erie St.Port Saint Lucie, FL(772) 828-9402 phoneLic #: CGC-15308313505 S Indian River Dr.Fort Pierce, FL 34982Jurisdiction: St. Lucie Co.CCC AA AAAAAA CCCCCCCGECCCCCGECEEEEEEEEEEE 10.25.2021 Scott R. Sanders, P.E.FL P.E. No. 64781TO THE BEST OF MY KNOWLEDGE,THIS STRUCTURE HAS BEENDESIGNED IN ACCORDANCE W/SECTION 1609 OF THE 2020FLORIDA BUILDING CODE 7th ED.Revisions:Drawn:No. Issue Date:DateDescriptionJ.D.(352) 900-ICED PhoneJdiaz@ICEDServices.comSheet Title:Sheet #:Builder:Engineer:SOUTHEAST BUILDINGENGINEERSPE-64781Project:New S.F.R.I.C.E.D. Services LLC.Independent Coordinators forEngineering & Drafting ServicesTypical 34" WallSectionsS4.03578 Rolling Acres Rd.Pace, FL 32571772-774-9086 phone1784 SW Erie St.Port Saint Lucie, FL(772) 828-9402 phoneLic #: CGC-15308313505 S Indian River Dr.Fort Pierce, FL 34982Jurisdiction: St. Lucie Co.10.25.2021 Scott R. Sanders, P.E.FL P.E. No. 64781TO THE BEST OF MY KNOWLEDGE,THIS STRUCTURE HAS BEENDESIGNED IN ACCORDANCE W/SECTION 1609 OF THE 2020FLORIDA BUILDING CODE 7th ED.Revisions:Drawn:No. Issue Date:DateDescriptionJ.D.(352) 900-ICED PhoneJdiaz@ICEDServices.comSheet Title:Sheet #:Builder:Engineer:SOUTHEAST BUILDINGENGINEERSPE-64781Project:New S.F.R.I.C.E.D. Services LLC.Independent Coordinators forEngineering & Drafting ServicesTyp. Garage, Int Bear &Stair 34" Wall SectionsS4.13578 Rolling Acres Rd.Pace, FL 32571772-774-9086 phone1784 SW Erie St.Port Saint Lucie, FL(772) 828-9402 phoneLic #: CGC-15308313505 S Indian River Dr.Fort Pierce, FL 34982Jurisdiction: St. Lucie Co.10.25.2021