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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 B2 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 ressure-preservative treated wood or decay -resistant
<br />wood as specified in Section R3i7p1 or gypsum backing. If the plaster surface Is completely
<br />covered by veneer or other Facing material 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, Math, 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 sheathin ,shall include a wat r-resistive vapor -permeable barrier with a performance at
<br />least equivalent to wo layers of Grade paper. The Individual layers shall be 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 />Exception: 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 shalt be kept in a moist condition for at least 48 hours prior to application of the next coat.
<br />Exception: Applications installed in accordance with ASTM C 926.
<br />R703.6.5 Curing.
<br />The finish coat for two -coat cem nt piaster shall mt be app led soo er than seven Ala s after a--ppptic tign
<br />of the first coat. For three -coat cement plaster, the second coat shall not be appllee� sooner tYSan 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 />ASSOCIATION.
<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 ❑R BETTER,
<br />WITH SINGLE MEMBER (UNFACTORED) STRESSES AS FOLLOWS:
<br />Fv = 90 PSI
<br />Fc = 975 PSI
<br />E = 1,600,000 PSI
<br />1% MAXIMUM MOISTURE 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 EXTERIOR 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' O.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 FLO❑RING 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' 6.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' D.C.
<br />WHERE WALL FRAMING IS NOT CONTINUOUS FROM FOUNDATION 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 SIMPSON STRONGTIE CO. OR
<br />EQUIVALENT. SUBMIT CUT SHEETS FOR ALL CONNECTION 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 JOINTS 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' O.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 CONTINUOUS 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-long (39 mm), 11 gage nails having a 7/16-inch (11.1 mm)
<br />head, or 7/8-inchlong (22.2 mm>, 16 gage staples, spaced not more than 6 inches (152 mm), or
<br />as otherwise approved.
<br />R703.7.2 Plaster.
<br />Plastering 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 over m sonr ,
<br />e e, ressu a ese v vet eated wood or deco e i tan woo as ; eciee� in tction
<br />or �ipstum rbac�c�ng.f °ate prasteree��surface is coApreteisy covere� by v�neer or o er
<br />ieln�oia�ethickness is oa� selyforc inlTdbPla�l�gplicatlon need be only two coats, provided
<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 />R703.7.2.1 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 shall 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 shalt 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 reuired in Section R703.2 and, where applied over
<br />wood -based sheathin shall include a water-resistqive vapor -permeable barrier with a performance
<br />at least equivalento two layers of Grade D paper. The individual layers shall be installed
<br />independently such that each layer provides a separate continuous plane and any flashing
<br />(installed in accordance with Section R703.4) intended to drain to the water -resistive barrier 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 />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 />R703.7.5Curing.
<br />The finish coat for two -coat cement plaster shall 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 />�RHEM �A BEA NG BY %H�EP& RYT PLATES. MAX
<br />30 pY,ECCAR WTO BE ARRANTED FIBERGLASSSHINGLES
<br />��[IpN 330#PLYW �FRING ELT PAPER
<br />NAILS
<br />USE SlEELOLICLIPSI� IDLE VENT ARpEQUIREDEPERDfBC 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) EACH TRUSS
<br />fWMAL WIMNAA TPECS.
<br />VARIES
<br />SEE PLAN
<br />PRE -CAST CONC SILL
<br />8'XS'X16' CMU TYP. -�
<br />TYPE yy '�Si' MOR�TTA��Rqq FRpM
<br />DDEEC�O0�OUIIT��/EEER)CCTEEUSLINTELUUR BLOCK
<br />FIN):SHA CSTUCCOM 11%2UO2SCOAT
<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 />2�//0��'HHH X2p12'ggWgg MOENBOLITHIC SLAB
<br />ONT3'(C�AIRSRTYPR CUNT.
<br />R-38 BATT INSULATION (MIN) ATTIC SPACE
<br />OPTIONAL BLDVN FIBERGLASS INSULATION
<br />A' AC hI!MTHY d WDIN MIER
<br />LO�R p#8IDRYWALL
<br />�SCREW ASTT7'' D.C. MAX
<br />EX I LIN L E T g
<br />WI H 1Sd IX 1 1/2 ANSAP
<br />A TE %N TRUSS L AYOUT. TEFILLT ALL( NAILUHDLES
<br />(1) COURSE B'X8' KNOCK -OUT BLOCK FILLED
<br />SOLID W/(1) #5 BAR. TYP. AT ALL SOLID WALLS
<br />PRECAST CONCRETE LINTEL
<br />AT TACHEDTO NWP T. BUCKS
<br />XAM8(]1JPAJJACHE1 PER
<br />p �R V 0 AANEED RG� Irtf MAS�YTE,PLATES. MAX
<br />6 EATHINO ORO F TRR1 /3i!' 43 R S ESN rLYGGUBB�E� 86 IINGPSHAW NAILS
<br />USERTEEL �LYIPS. RIDGE VENT AWQUI�ED PER T'BC R806
<br />INSTALL ROOFING PER MANUFACTURERS SPECIFICATIONS
<br />FLASHING PER FBC-R 905
<br />R-38 BATT INSULATION (MIN) ATTIC SPACE
<br />OPTIONAL BLOWN FIBERGLASS INSULATION
<br />CONTINIOUS ALUM DRIP EDGE OR
<br />ATTACHED PER MANUFACTURERS
<br />CEILING TYPE GYPSUM BOARD
<br />ATTACHED WITH 5d COOLER NAILS
<br />2X6 WOOD SUB ATTACHED TO j :t OR #8 DRYWALL SCREW AT 7' O.C. MAX
<br />gNLLAIILS CUU2MM)SSSEppAFFCFFHTTTTRgqUSDDSC��OgqMSSMOppN U ( SI P,� ETA SSTR P ppURED IN LINTEL AT EACH TRUSS
<br />TRIMMATTACHEDIPERNNANUF�ISPECS. d• i2 A�SATE �N TRUSS LAYOUT. FILL ALL NAIL HOLES
<br />(1) COURSE 8'X8' KNOCK -OUT BLOCK FILLED
<br />SOLID W/(1) #5 BAR. TYP. AT ALL SOLID WALLS
<br />VARIES PRECAST CONCRETE LINTEL
<br />SEE PLAN
<br />MARBLE SILL
<br />W
<br />1X2 P.T. WD FURRING @ 24' O.C.
<br />ATTACHED
<br />ILS 2 MAX 3d
<br />g Xg 1� TYP.
<br />W ,
<br />1) C
<br />T 0 FURRING
<br />WITH
<br />12'OD.C.
<br />R7.8 CELOTEX 'TUFF-R' INSULATION BD
<br />TyYpTEH,X�1S'• #N T
<br />F�p�.�
<br />)TO
<br />ATTACHED 3d
<br />CUT NAILS @ 12 O.C. MAX
<br />OR EQUILIVANT
<br />FUUTER LJkR BLOCK
<br />R7.8 CELOTEX 'TUFF-R' INSULATION BD
<br />OR EQUILIVANT
<br />1/2' GYPSUM WALLBOARD
<br />U.N.O.
<br />DD AT VE CEMENTUO�S
<br />F ( TUCCa> 1/2 2 COAT
<br />1/2 GYPSUM WALLBOARD
<br />ATTACHED WITH 5d COOLER NAILS
<br />OR4 #8 DRBYggW�ALL SCREW AT 7' O.C. MAX
<br />S
<br />P R SPE S FBC-R 703
<br />ATTACH WITH 5d COOLER NAILS
<br />SCREW 7'
<br />CUTANAILS e MIAX 3d
<br />4'X4'
<br />1OxR4#8 BYAWSAELLL AT O.C. MAX
<br />12' D.C.
<br />INSPECTION PORT
<br />AT EACH FILLED CELL
<br />ATTAPCk TQ BL� KRWITH 3d
<br />CUT NAILS @ 12' C. MAX
<br />3 1/4' BASEBOARD
<br />TYPICAL
<br />3 1/4' BASEBOARD
<br />NOTE, EXTEND
<br />STANDARD 90 DEGREE BEND
<br />STANDARD 90 DEGREE BEND
<br />DECO FINISH 4' TO 6
<br />WITH 25' LAP MINIMUM
<br />WITH 25' LAP MINIMUM
<br />BELOW GRADE
<br />F.F.
<br />F.F.
<br />X GRADE
<br />-,,*.,•.•---.•i-r--
<br />�..
<br />¢cvX`
<br />4' C3000 TPSIS KAR
<br />6 MIL VA ER
<br />z
<br />t f
<br />:::,
<br />::
<br />"i.
<br />4' CON��RFT RS2161A
<br />H�~•130 0 pI CVITH
<br />VTH 6 MIL VARIER
<br />(COMPACTED TO E95% MbDIFIED
<br />PROCTOR ASTM D1557)
<br />TERMITE TREATED
<br />BOTTOM OF FOOTER SHALL
<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 />ENGINEERED WOOD TRUSSES
<br />ACHED TO 2X8 PT BOARD WITH 16d COMMON
<br />NAILED AT 12' O.C. MAX
<br />5/8X GYPSUM WALLBOARD
<br />U.N.O.
<br />ATTACHED WITH 6d COOLER NAILS
<br />OR #8 DRYWALL SCREW AT 7' O.C. MAX
<br />2X8 PT BOARD FOR ATTACHMENT OF ROOF TRUSSES
<br />1/2' X 8' AB WITH WASHERS 6 NUT SPACED 24' MAX
<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 />8'46' BLOCK WALL
<br />ATTACHED ING TO I WITH 3d C
<br />CUT NAILS @ 12' O.C. MAX
<br />R5.4 CELOTEX 'TUFF-R' INSULATION BD
<br />OR EQUILIVANT
<br />-----------------------------------
<br />0 0
<br />SECTION "C-C"
<br />TYPICAL WALL SECTION
<br />HR FIRE SEPERA TION BETWEEN UNITS
<br />2-
<br />C MPAM TO E95% MaDIFIED
<br />20'H X 12'W MONOLITHIC SLAB 12' P OCTOR ASTM D1537)
<br />TH (22 ##gg REBAR CUNT. TERMITE TREATED
<br />ON 3' C�AIRS TYP. BOTTOM OF FOOTER SHALL
<br />BE 12' BELOW GRADE
<br />SECTION " B- B"
<br />TYPICAL EXTERIOR
<br />CONCRETE
<br />MIN CEILING INSTLATION R-38
<br />WALL ,SECTION
<br />/2' CEILING TYPE GYPSUM BOARD
<br />1TTACHED WITH 5d COOLER NAILS
<br />1R #8 DRYWALL SCREW AT 7' O.C. MAX
<br />iGLE TOP PLATE (INTERIOR WALL)
<br />fUD WALLS @ 16' O.C.
<br />YVALML SCREWS 2
<br />NSULATION MIN.
<br />QUIRED)
<br />P.T. BOTTOM PLATE ATTACHED WITH
<br />ONMICRTETTEM NAILS W$/ 1 1/E2''ED
<br />ION JRk - %NTOTCBNCRETE
<br />1200
<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 l ss than one re s d r sh It be rovided f ea h dwellin unit. T ress oor shall b sid hin ed d shall
<br />provide a clear wid of no��ess'than 3� inches (��3 mm) where measuredh�eetv�reen the face of %he door nd �ie stop,
<br />with the door open 90 de rees (1.57 rad). The clear hel ht of the door opening hall b not less th n 78 inches (1981 mm)
<br />In hei ht measured from We top of the threshold to I e bottom of the stops Clsther doors shall no � be required to comply
<br />with ,else minuet clime ion Egress doors shall be readily openable from inside the dwelling without the use of a key or
<br />�nr�rin nnwlp no nr o nr
<br />Exceptions 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
<br />
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