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<br />R905.2.7 ASPHALT SHINGLE UNDERLAYMENT APPLICATION REQUIREMENTS
<br />R703.6 Exterior plaster.
<br />Installation of these materials shall be in compliance with ASTM C 926
<br />and ASTM C 1063 and the provisions of this code.
<br />R703.6.1 Lath.
<br />All lath and lath attachments shall be of corrosion -resistant Materials.
<br />Expanded Metal or woven wire lath shall be attached with 11/2-inch-long (38 mm),
<br />11 gage nails having a 7/16-inch (11.1 mm) head or 7/8-inchlong (22.2 mm), 16 gage
<br />staples, spaced at no more than 6 inches (1�2 mm), or as otherwise approved.
<br />R703.6.2 Plaster.
<br />Plastering with portland cement plaster shall be not less than three coats when
<br />applied over Metal lath or wire lath and shall be not less than two coats when
<br />applied over masonry, concrete pressure -preservative treated wood or decay -resistant
<br />wood as specified In Section R3�71 or ypsum backing. If the plaster surface is completely
<br />covered by veneer or other facingma�erial or Is completely concealed, plaster application
<br />need be only two coats, provided the total thickness is as set forth In Table R702.1(1).
<br />On wood -frame construction with an on -grade floor slab system, exterior plaster shall be
<br />applied to cover, but not extend below, lath, paper and screed.
<br />The proportion of aggregate to cementitious materials shall be as set forth in Table R702.1(3).
<br />R703.6.2.1 Weep screeds.
<br />A minimum 0.019-Inch (0.5 mm) (No. 26 galvanized sheet gage), corrosion -resistant weep screed or
<br />plastic weep screed, with a minimum vertical attachment flange of 31/2 Inches (89 mm) shall be
<br />shall be provided at or below the foundation plate line on exterior stud walls In accordance with
<br />ASTM C 926. The weep screed shall be placed a minimum of 4 inches (102 mm) above the earth or
<br />2 Inches (51 mm) above paved areas and shall be of a type that will allow trapped water to drain
<br />to the exterior of the building. The weather -resistant barrier shall lap the attachment flange. The
<br />exterior lath shall cover and terminate on the attachment flange of the weep screed.
<br />R703.6.3 Water -resistive barriers.
<br />Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over
<br />wood -based sheathingt, shall include a water -resistive vapor -permeable Barrie with a performance at
<br />least equivalent to wo layers of Grade D paper. The individual layers shall �e installed Independently
<br />such that each layer provides a separate continuous plane and any flashing (installed In accordance
<br />with Section R703.8) intended to drain to the water -resistive barrier is directed between the layers.
<br />Exceptions Where the water -resistive barrier that is applied over wood -based sheathing has a water
<br />resistance equal to or greater than that of 60-minute Grade D paper and Is separated from the stucco
<br />by an Intervening, substantially nonwater-absorbing layer or designed drainage space.
<br />R703.6.4 Application.
<br />Each coat shall be kept in a moist condition for at least 48 hours prior to application of the next coat.
<br />Exceptions Applications Installed In accordance with ASTM C 926,
<br />R703.6.5 Curing.
<br />The finish coat for two -coat cem nt plaster shall n t be a llied soo er tha seven dda s after a ptic tiQn
<br />of the first coat. For three -coat cement plaster, -the second coat s�all no be applied sooner tlPian 8 hours
<br />after application of the first coat. The finish coat for threecoat cement plaster shall not be applied sooner
<br />than seven days after application of the second coat.
<br />CARPENTRY:
<br />1, DIMENSIONED LUMBER SHALL BE DRESSED S4S, AND SHALL BEAR THE GRADE STAMP OF THE MANUFACTURER'S
<br />ASS❑CIATION,
<br />2. ALL LUMBER SHALL BE SOUND, SEASONED, AND FREE FROM WARP.
<br />3. ALL STRUCTURAL BEAMS AND HEADERS SHALL BE SOUTHERN YELLOW PINE (SYP.) NO. 2 GRADE OR BETTER,
<br />WITH SINGLE MEMBER (UNFACT❑RED) STRESSES AS FOLLOWS,
<br />Fv = 90 PSI
<br />Fc = 975 PSI
<br />E = 1,600,000 PSI
<br />1% MAXIMUM M❑ISTURE CONTENT
<br />FRAMING LUMBER SHALL BE #2 APRUCE-PINE-FUR OR BETTER.
<br />INTERIOR NON -LOAD BEARING WALLS MAY BE UTILITY GRADE.
<br />4. ALL LUMBER IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED.
<br />5.PRESSURE TREATED LUMBER SHALL BE IMPREGNATED WITH A CCA SALT TREATMENT IN ACCORDANCE WITH
<br />F.S. TT-W-571 AND BEAR THE AMERICAN WOOD PRESERVERS INSTITUTE EQUALITY MARK LP-2,
<br />6. SHEATHING FOR ROOFS AND WALLS SHALL BE APA RATED (EXPOSURE 1) SHEATHING WITH EXTERI❑R GLUE,
<br />ALL ROOF SHEATHING TO BE INSTALLED WITH PLYCLIPS. (MAXIMUM 24' ❑.C.)
<br />7. NAILING FOR PLYWOOD ROOFS AND WALL SHEATHING SHALL BE 8d COMMONS @ 4' O.C. @ PANEL EDGES,
<br />AND 6' D.C. INTERMEDIATE, FOR 1/2' SHEATHING OR LESS. NAILING FOR STRUCTURALLY APPROVED
<br />ARCHITECTURAL WALL PANELS (1/4'+) SHALL BE 6d COMMON @ 4' D.C. AT PANEL EDGES, AND 6' D.C.
<br />INTERMEDIATE.
<br />8. ALL FLOORING MATERIAL TO BE 3/4' T&G PLYWOOD, NAILED AND GLUED TO FLOOR JOISTS. FLOOR NAIL
<br />WITH 10d NAILS AT 3' D.C. AT PANEL EDGES, 6' D.C. IN THE FIELD. STAGGER NAILS AT 2' D.C. AT
<br />BUTT ENDS OF PLYWOOD SHEATHING.
<br />9, INSTALL BRIDGING IN ALL (2X) FLOOR OR ROOF JOISTS AT 8'-0' MAXIMUM. INSTALL BLOCKING IN ALL
<br />BEARING WALLS AND PARTITIONS OVER 9'-0' @ MID -HEIGHT. BRACE GABLE END WALLS AT 4'-0' O.C.
<br />WHERE WALL FRAMING IS NOT C❑NTINUOUS FROM F❑UNDATI❑N TO ROOF.
<br />10, ALL NAILING AND BOLTING SHALL COMPLY WITH AMERICAN INSTITUTE OF TIMBER CONSTRUCTION
<br />REQUIREMENTS. ALL NAILS EXPOSED TO THE EXTERIOR SHALL BE GALVANIZED.
<br />11. ALL CONNECTION HARDWARE SHALL BE GALVANIZED AND SUPPLIED BY SIMPS❑N STR❑NGTIE CO. OR
<br />EQUIVALENT. SUBMIT CUT SHEETS FOR ALL C❑NNECTION HARDWARE TO CONTRACTOR FOR APPROVAL.
<br />ALL NAIL HOLES SHALL BE FILLED OR AS PRESCRIBED BY THE MANUFACTURER.
<br />12,PR❑VIDE A SINGLE PLATE AT THE BOTTOM AND DOUBLE PLATE AT THE TOP OF ALL LOAD BEARING STUD
<br />WALLS, STAGGER END J❑INTS IN DOUBLE PLATES AT LEAST 4'-0'. 2X4 SILL PLATES FOR BEARING
<br />WALLS SHALL BE BOLTED TO FOUNDATION AT A MAXIMUM OF 4'-0' D.C.
<br />13,L❑AD BEARING STUDS SHALL BE DOUBLED AT ALL ANGLES AND AROUND ALL OPENINGS, AND AT
<br />STRUCTURALLY APPROVED ARCHITECTURAL WALL PANEL JOINTS. STUDS SHALL BE TRIPLED AT ALL
<br />CORNERS,
<br />14. WOOD LINTELS OVER OPENINGS SHALL BE DOUBLED 2X12 HEADERS UNLESS NOTES OTHERWISE ON PLANS,
<br />WITH C❑NTINUOUS 3\4' PLYWOOD FILLER CUT TO FULL DEPTH OF BEAM BETWEEN 2x MEMBERS.
<br />R703.7 Exterior plaster.
<br />Installation of these materials shall be In compliance with ASTM C926, ASTM C1063 and the
<br />provisions of this code.
<br />R703.7.1 Lath.
<br />Lath and lath attachments shall be of corrosion -resistant materials. Expanded metal or woven
<br />wire lath shall be attached with 11/2-Inch-tong (38 mm), 11 gage nails havin a 7/16-Inch (11.1 mm)
<br />head, or 7/8-inchlong (22.2 mm), 16 gage staples, spaced not more than 6 �nches (152 mm), or
<br />as otherwise approved.
<br />R703.7.2 Plaster.
<br />Mastering with portland cement plaster shall be not less than three coats where applied over
<br />metal l th or wire lath and s all be not less than two _coats wh re a plied ove m sonr ,
<br />ee, ressu e- ese v vet eated woo or deca e i tan woo as spec �fiec(� in Section
<br />lr or pjipsum ac�cing. fat e praster surface is coxpreMe�y coverO 16 vneer or other
<br />ftgcin� '°l tia� or is comglet ly co c�aleld, laptg ,&plication need be only two coats, provided
<br />e o a c Hess is a se for n abPe
<br />On wood -frame construction with an on- rode floor slab system, exterior plaster shall be
<br />applied to cover, but not extend below, lath, paper and screed.
<br />The proportion of aggregate to cementitious materials shall be as set forth In Table R702.1(3),
<br />R703.7.2.1 Weep screeds.
<br />A minimum 0.019-Inch (0.5 mm) (No. 26 galvanized sheet gage), corrosion -resistant weep screed or
<br />plastic weep screed, with a minimum vertical attachment flange of 31/2 Inches (89 mm) shall be
<br />rovided at or below the foundation plate line on exterior stud walls in accordance with ASTM
<br />926. The weep screed shalt be placed not less than 4 inches (102 mm) above the earth or 2
<br />Inches (51 mm) above paved areas and shall be of a type that will allow trapped water to drain
<br />to the exterior of the building. The weather -resistant barrier shall lap the attachment flange.
<br />The exterior lath shall cover and terminate on the attachment flange of the weep screed.
<br />R703.7.3 Water -resistive barriers.
<br />Water -resistive barriers shall be installed as required In Section R703.2 and, where applied over
<br />wood -based sheathin shall Include a water -resistive vapor -permeable barrier with a performance
<br />at least a uivalento two layers of Grade D paper. The individual layers shall be Installed
<br />Independently such that each layer provides a sedparate continuous plane and any flashin
<br />(Installed in accordance with Section R703.4) Intended to drain to the water -resistive barrgier is
<br />directed between the layers.
<br />Exception° Where the water -resistive barrier that Is applied over wood -based sheathing has a
<br />water resistance equal to or greater than that of 60-minute Grade D paper and Is separated
<br />from the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage
<br />space.
<br />R703.7.4 Application.
<br />Each coat shall be kept In a moist condition for at least 48 hours prior to application of the
<br />next coat.
<br />Exceptions Applications Installed in accordance with ASTM C926 Including the reference in ASTM
<br />C926 Section 8 to Section X1.4.2 of the Appendix.
<br />R703.7.5Curing.
<br />The finish coat for two -coat cement plaster shalt not be applied sooner than seven days after
<br />application of the first coat. For three -coat cement plaster, the second coat shall not be
<br />applied sooner than 48 hours after application of the first coat. The finish coat for threecoat
<br />cement plaster shall not be applied sooner than seven days after application of the second coat.
<br />Exception: Applications Installed in accordance with ASTM C926 including the reference in ASTM
<br />C926 Section 8 to Section X1.4.2 of the Appendix.
<br />30 YEAR WARRANTED FIBERGLASS SHINGLES ON 30# FELT PAPER
<br />SHEATHING TO BE Ep 15/32' 4 PLY USCDEX OFR pPMLYWBLW/8Ed RING SHANK NAILS
<br />USE STEEL �LYCLiPSIR RIDGE RVENT AS RREQUIREDE PER FBC R806
<br />INSTALL ROOFING PER MANUFACTURERS SPECIFICATIONS
<br />FLASHING PER FBC-R 905
<br />CONTINIOUS ALUM DRIP EDGE OR
<br />ATTACHED PER MANUFACTURERS
<br />2X6 WOOD SUB ATTACHED TO
<br />EACH TRUSS WITH 8d COMMON
<br />NAILS (2) ggEppA��CFFH TTTRppUSDDS ppSS qq
<br />TRIMMIATTARBI PERN MANUF�ISPECS.
<br />VARIES
<br />SEE PLAN
<br />PRE -CAST CONC SILL-
<br />8'X8'Xi6' CMU TYP. -�
<br />TYPE H 'C1S' #MOR�T�AgRp FRS
<br />PRppF❑UIT�/ER )CTE85LINTELUUR BLOCK
<br />ISR� CSTUCCOM 1/2402SCOAT
<br />PER SPECS FBC-R 703
<br />4'X4' INSPECTION POR
<br />AT EACH FILLED CELL
<br />TYPICAL
<br />NOTE, EXTEND
<br />DECO FINISH 4' TO 6'-
<br />BELOW GRADE
<br />R-38 BATT INSULATION (MIN) ATTIC SPACE
<br />OPTIONAL BLOWN FIBERGLASS INSULATION
<br />ATTA& I'6iAy% COOLER NAILS
<br />�OR ##�81 pDRYWALL
<br />�SCREW
<br />�j�pAgTTR7' O..C. MAX IN IN E� �q T SS
<br />WIHTOI 1/2 AILSTE ONP TRUSS L AYObT. T FILL ALL NAILUHOLES
<br />(1) COURSE 8'X8' KNOCK -OUT BLOCK FILLED
<br />SOLID W/(1) #5 BAR. TYP. AT ALL SOLID WALLS
<br />PRECAST CONCRETE LINTEL
<br />FRAME WINDOWS
<br />ATTACHED TO P.T. BUCKS
<br />gAa8PWSSP ffJACHED PER
<br />MARBLE SILL
<br />•1X2 P.T. WD FURRING @ 24' O.C.
<br />ATTACHED TO BLOCK WITH 3d
<br />CUT NAILS @ 12' O.C. MAX
<br />•R7.8 CELOTEX 'TUFF-R' INSULATION BD
<br />OR EQUILIVANT
<br />1/2' GYPSUM WALLBOARD
<br />U.N.O.
<br />ATTACHED WITH 5d COOLER NAILS
<br />OR #8 DRYWALL SCREW AT 7' O.C. MAX
<br />OtkA tl TO BLOCK WITH 3d
<br />CUT NAILS @ 12' O.C. MAX
<br />3 1/4' BASEBOARD
<br />STANDARD 90 DEGREE BEND
<br />WITH 25' LAP MINIMUM
<br />30 YEAR WARRANTED FIBERGLASS SHINGLES ON 30# FELT PAPER
<br />SHEATHING 0 C BEpR1 FIRST 3 TRUSSES OFRROPMLY�W W 8d RANG SHANK NAILS
<br />USE STEEL PLYCLIPS. RIDGE VENT AS REQUIRED PER FBC R806
<br />INSTALL ROOFING PER MANUFACTURERS SPECIFICATIONS
<br />FLASHING PER FBC-R 905
<br />CONTINIOUS ALUM DRIP EDGE OR
<br />ATTACHED PER MANUFACTURERS
<br />2X6 WOOD SUB ATTACHED TO
<br />EACH
<br />TRUSS ACHTTRUSSCOMMON
<br />VARIES -
<br />SEE PLAN
<br />T/Y�PTEH W. #hEIR�TouP. F- -,
<br />EECCppR�FOOIT�/ER )CTE85LINTEULR BLOCK
<br />INISH (STUCCO) /2Y02SCOAT
<br />PER SPECS FBC-R 703
<br />4'X4' INSPECTION POR
<br />AT EACH FILLED CELL
<br />TYPICAL
<br />NOTE, EXTEND
<br />DECO FINISH 4' TO
<br />BELOW GRADE
<br />R-38 BATT INSULATION (MIN) ATTIC SPACE
<br />OPTIONAL BLOWN FIBERGLASS INSULATION
<br />1/2' CEILING TYPE GYPSUM BOARD
<br />ATTACHED WITH 5d COOLER NAILS
<br />OR ##8 pDRYWASLLLL SCREW
<br />�AST7R7' D.C. MAXUSE LIN E� E T SS
<br />R Bd I 1 1/2 ET
<br />E ON TRUSS L AYOUT. T FILL ALL NAILUHOLES
<br />(1) COURSE 8'X8' KNOCK -OUT BLOCK FILLED
<br />SOLID W/(1) #5 BAR. TYP. AT ALL SOLID WALLS
<br />PRECAST CONCRETE LINTEL
<br />1X2 P.T. WD FURRING @ 24' O.C.
<br />ATTACHED TO BLOCK WITH 3d
<br />CUT NAILS @ 12' O.C. MAX
<br />R7.8 CELOTEX 'TUFF-R' INSULATION BD
<br />OR EQUILIVANT
<br />1/2' GYPSUM WALLBOARD
<br />U.N.O.
<br />ATTACHED WITH 5d COOLER NAILS
<br />1ORR.}#8 DRYWALL SCREW AT 7' O.C. MAX
<br />ATTkk TO 910RWITH 3d
<br />CUT NAILS @ 12. O.C. MAX
<br />3 1/4' BASEBOARD
<br />STANDARD 90 DEGREE BEND
<br />WITH 25' LAP MINIMUM
<br />F.F.
<br />F.
<br />F.zi
<br />W�
<br />A
<br />-' -
<br />•rL •.
<br />0=
<br />GRADE
<br />GRADE
<br />CUM iu�
<br />_ : • .
<br />�4���'����COON�yyR�T S �H¢
<br />N� iu�
<br />• -
<br />• ��' '
<br />ON� �PA
<br />~�
<br />.-'
<br />~�
<br />MIN RETESH
<br />WITH36oMIL VAPOR BARRIER
<br />WITH 6 MIL VAP�O BARRIER
<br />CCOMWACTED TJE95% hDIFIED
<br />CCOMPA&EDP TO 95% OMODIFIED
<br />20'H X2212'W MONOLITHIC SLAB
<br />12'
<br />PROCTOR ASTM D1557)
<br />TERMITE TREATED
<br />20'H X212'W MONOLITHIC SLAB
<br />12'
<br />PROCTOR ASTM D1557)
<br />TERMITE TREATED
<br />WITH (CHAIRSRTBAAR CONT.
<br />ON
<br />BOTTOM OF FOOTER SHALL
<br />WITH (FHA RSREBAAR CONT.
<br />T
<br />BOTTOM OF FOOTER SHALL
<br />BE 12' BELOW GRADE
<br />BE 12' BELOW GRADE
<br />SECTION "A -A"
<br />TYPICAL WALL SECTION
<br />WITH WINDOW
<br />ROOF DECK
<br />USE APPROVED FIREPROOF CAULKING BETWEEN
<br />WALLBOARD AND ROOF DECK
<br />PRE-ENGINEERED WOOD TRUSSES
<br />ATTACHED TO 2X8 PT BOARD WITH 16d COMMON
<br />TOE NAILED AT 12' O.C. MAX
<br />GYPSUM WALLBOARD
<br />HED WITH 6d COOLER NAILS
<br />DRYWALL SCREW AT 7. O.C. MAX
<br />2X8 PT BOARD FOR ATTACHMENT OF ROOF TRUSSES
<br />1/2' X 8' AB WITH WASHERS & NUT SPACED 24' MAX
<br />GYPSUM WALLBOARD
<br />'HED WITH 5d COOLER NAILS
<br />3 DRYWALL SCREW AT 7. O.C. MAX
<br />8'x16' BLOCK WALL
<br />ATTACHED WD FURRING
<br />WITH 3d C
<br />CUT NAILS @ 12' O.C. MAX
<br />R5.4 CELOTEX 'TUFF-R' INSULATION BD
<br />OR EQUILIVANT
<br />SECTION "C-C"
<br />TYPICAL WALL SECTION
<br />2- HR FIRE SEPERATION BETWEEN UNITS
<br />SECTION 11 B-B"
<br />TYPICAL EXTERIOR WALL SECTION
<br />CONCRETE
<br />MIN CEILING INSTLATION R-38
<br />/2' CEILING TYPE GYPSUM BOARD
<br />iTTACHED WITH 5d COOLER NAILS
<br />IR #8 DRYWALL SCREW AT 7' O.C. MAX
<br />IGLE TOP PLATE (INTERIOR WALL)
<br />'UD WALLS @ 16' O.C.
<br />YWALML YCRE% PF8y'a
<br />NSULATION MIN.
<br />DUIRED)
<br />P.T. BOTTOM PLATE ATTACHED WITH
<br />OMNECNRETE NAILppS..CCW/ 1 GG1/EE2'EEDD
<br />DSHEARMAj,,TUTCONCRETE
<br />ION 120#) MMililnnnn
<br />INTERIOR WALL DETAIL
<br />NON -BEARING
<br />R302.6 Dwelling -garage fire separation.
<br />The garage shall be separated as required by Table R302.6. Openings in gara a walls shall comply with Section R302.5.
<br />Attachment of gypsum board shall comply with Table R702.3.5. The wall separation provisions of Table R302.6 shall not
<br />apply to garage walls that are perpendicular to the adjacent dwelling unit wall.
<br />Not less than 1/2-inch gypsum board or equivalent applied to the garage side
<br />M1307.3.1 Protection from impact.
<br />Appliances shall not be installed in a location subject to vehicle damage except where protected by approved barriers.
<br />R311.2 Egress door.
<br />Not ss than on re s d r sh ll be vi ed f ea h wellin unit. T ress door shall sid hin ed d shall
<br />prov�de a clear weld of no?°less (than 3 Inches (��3 mm) where measuredhbePt�reen the face ofbethe door �nd hie stop,
<br />with the door ope 90 de Kees (1.57 rad). The cl ar hei ht of the door opening hall b not les th n 78 inches (1981 mm)
<br />in hei ht measure or from e top of the threshoe[d to I e bottom of the stop. tither doors sho, no be required to comply
<br />with t� se linimum dime?flonts. Egress doors shall be readily openable from inside the dwelling without the use of a key or
<br />specia now edge or a or.
<br />Exception= Buildings that are 400 square feet or less and that are intended for use in conjunction with one -and two-family
<br />residences are not subject to the door height and width requirements of this code.
<br />R320.1.1
<br />All new single-family houses, duplexes, triplexes, condominiums and townhouses shall provide at least one bathroom,
<br />located with maximum possible privacy, where bathrooms are provided on habitable grade levels, with a door that has
<br />a 29-Inch (737 mm) clear opening. However, If only a toilet room is provided at grade level, such toilet rooms shall
<br />have a clear opening of not less than 29 inches (737 mm).
<br />I hereby certify that I have reviewed this plan and found It to be In
<br />compliance with ASCE 7-10 and the Florida Building Code 2017 6th Edition
<br />David W. Smith, P.E. #53608
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