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R905.2.7 ASPHALT SHINGLE UNDERLAYMENT APPLICATI❑N 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-inchlongg (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 ressure-preservative treated wood or decay -resistant
<br />wood as specified In Section RM7p1 or gypsum backing. If the plaster surface is completely
<br />covered by veneer or other facing ma-terial 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 R702.10),
<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-bas d sheathin , shall include a wat r-resisti a vapor -permeable barrier with a performance at
<br />Least equivalent to two layers of Grade paper. l he 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 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 ``led soonr�er thanseven dda s after a plicati n
<br />of the first coat. For three cement plaster, t�e sec�r�d coat sY�all no be applfec� sooner than 48 Yours
<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. DIMENSI❑NED 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 kEADERS 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 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' D.C. @ PANEL EDGES,
<br />AND 6' ❑,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 J❑ISTS. 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 J❑ISTS 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' ❑.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,PROVIDE 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 ❑PENINGS 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 (38 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 (th or wire lath and s all be not less than two _coats wh re a plied over m sonr ,
<br />ee, ressu e- ese v ivet eated woo or is e i tant woo as s eciec� in ss ction
<br />or gypsum rbac�cing.f °te piaster surace is coipretselsy covere by v�neer or other
<br />f cin� i°l_15, k or is comgletetly co celaleTd, la � 1agplication need be only two coats, provided
<br />t ie o a c n e s s is a se for n abFe
<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 wee screed, with a minimum vertical attachment flange of 31/2 inches (89 mm) shall be
<br />pprovided a or below the foundation plate line on exterior stud walls in accordance with ASTM
<br />G926. 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 tap 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 e uivalent -to two layers of Grade D paper. The individual layers shalt 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 />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 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 />BMETAL�EA. PLATES MAX
<br />INSTALL ROOFING PER MANUFACTURERS SPECIFICATIONS
<br />FLASHING PER FBC-R 905
<br />CONTINIOUS ALUM DRIP EDGE OR GUTT
<br />ATTACHED PER MANUFACTURERS SPECS
<br />2X6 WOOD SUB ATTACHED TO
<br />EACH TRUSS WITH 8d COMMON
<br />gNLAIIULS ((U2MM) ggE❑❑AFFCH TTRgUSDS S q
<br />TRIMMIATTAffP PERNMANUF�ISPECS.
<br />VARIES
<br />SEE PLAN
<br />PRE -CAST C❑NC SILL,
<br />TwYIPTEH'X<S' #MORRTEABRAP FR��M�
<br />F❑❑TER )TEE05LINTELUUR BLOCK
<br />FINI❑SHA (STUCCO) 1/2'❑2SCOAT
<br />PER SPECS FBC-R 703
<br />4'X4' INSPECTION POR
<br />AT EACH FILLED CELL
<br />TYPICAL
<br />NOTEi EXTEND
<br />DECO FINISH 4' TO 6"-
<br />BELOW GRADE
<br />z -�O „y
<br />Ng
<br />_ X:
<br />20'H X12'W MONOLITHIC SLAB
<br />� T3'(& #5AIRSREBAPR C❑NT.
<br />R806
<br />NAILS
<br />R-38 BATT INSULATION (MIN) ATTIC SPACE
<br />OPTIONAL BLOWN FIBERGLASS INSULATION
<br />ATT &YP WITHY 5d C❑❑LER NAILS
<br />OR ##�81 pDRYWALL SCREW
<br />�❑AgTT�7'' ❑..C❑UMAXUSEI IN E� E TR SS
<br />WIHTOd I1 1/2 ENILSTE ❑NP TRUSSL AN FILL ALL( NAILUHOLES
<br />(1) COURSE 8'XB' KNOCK -OUT BLOCK FILLED
<br />S❑LID W/(1) #5 BAR. TYP. AT ALL S❑LID WALLS
<br />PRECAST CONCRETE LINTEL
<br />FRAME WINDOWS
<br />ATTACHED TO P.T. BUCKS
<br />�NN
<br />I BPWSpATTACHED PER
<br />MARBLE SSIILCLS
<br />'1X2 P.T. WD FURRING @ 24' D.C.
<br />ATTACHED TO BLOCK WITH 3d
<br />CUT NAILS @ 12' ❑.C. MAX
<br />OR. CEEQULOVANT TUFF-R' INSULATION BD
<br />1/2' GYPSUM WALLBOARD
<br />U.N.O.
<br />ATTACHED WITH 5d COOLER NAILS
<br />i❑XR4 #8 DRYWALL SCREW AT 7' ❑.C. MAX
<br />MACH�D T❑ BLOCK WITH 3d
<br />CUT NAILS @ 12' D.C. MAX
<br />3 1/4' BASEBOARD
<br />STANDARD 90 DEGREE BEND
<br />WITH 25' LAP MINIMUM
<br />F.F.
<br />Or
<br />4'
<br />`••:Js `-'`'i. C❑NFT SCgJ&
<br />P/1H6�WITMIL VAPOR
<br />BARRIER
<br />(COMPACTED AFJ%% MbDIFIED
<br />12' PROCTOR ASTM D1557)
<br />TERMITE TREATED
<br />BOTTOM OF FO❑TER 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 />PRE-ENGINEERED WOOD TRUSSES
<br />ATTACHED TO 2X8 PT BOARD WITH 16d COMMON
<br />TOE NAILED AT 12' ❑,C. MAX
<br />5/8X GYPSUM WALLBOARD
<br />U.N.O.
<br />ATTACHED WITH 6d COOLER NAILS
<br />OR #8 DRYWALL SCREW AT 7' D.C. MAX
<br />2X8 PT BOARD FOR ATTACHMENT OF ROOF TRUSSES
<br />1/2' X 8' AB WITH WASHERS & 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' ❑.C. MAX
<br />8'x16' BLOCK WALL
<br />1X2 P.T. WD FURRING @ 24' D.C.
<br />ATTACHED TO BLOCK WITH 3d
<br />CUT NAILS @ 12' ❑.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 />2- .KR FIRE SEPERA TION BETWEEN UNITS
<br />fflR H P O&A BEARING ' ❑& MAS❑NRYT FLATES. MAX
<br />30 YEAR WARRANTED FIBERGLASS SHINGLES ON 30# FELT PAPER
<br />SHEATTCHING T,CO BE❑❑ 15/32' 433 PLYUSCSDEX OFRR�PMLYGWggW/8EdN RING SHANK NAILS
<br />USER STEEL❑PLYCLIPSIRSRIDGE RVENT AS REQUIREDE PERD FBC R806
<br />INSTALL ROOFING PER MANUFACTURERS SPECIFICATI❑NS
<br />FLASHING PER FBC-R 905
<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 />2X6 WOOD SUB ATTACHED TO OR #8 DRYWALL SCREW AT 7' D.C. MAX
<br />EACH TRUSS WITH 8d COMMON NAILS (2) EACH TRUSS �T gdI 1g /2 AAI SgT❑N pgUf L N bTN. T�ILECNA
<br />RM TMpFDRMANUCSPECS. LLRUHLES
<br />C1) COURSE 8'XB' KNOCK -OUT BLOCK FILLED
<br />SOLID W/(1) #5 BAR. TYP, AT ALL SOLID WALLS
<br />VARIES PRECAST CONCRETE LINTEL
<br />SEE PLAN
<br />Z
<br />xg CM
<br />T�/YIPTEH xC1� #M5 RRTEABR P FRS U ATTACHED T O BLOCK WITH ,3d C
<br />F❑OTER T❑ LINTEL BL❑C� CUT NAILS @ 12 O.C. MAX
<br />R7,8 CELOTEX 'TUFF-R' INSULATION BD
<br />C❑RATI E CEMENTU❑UUS ❑R EQUILIVANT
<br />FINISH (STUCCO) 1/2' 2 C❑AT 1/2 GYPSUM WALLBOARD
<br />PER SPECS FBC-R 703 U.N.O.
<br />ATTACHED WITH 5d COOLER NAILS
<br />1❑XR4#8 DRYWALL
<br />Np,ISCREW AT 7' D.C. MAX
<br />4'X4' INSPECTION PORT —,,,ATTACHED Af❑ BL❑CKRWITH 3d
<br />AT EACH FILLED CELL CUT NAILS @ 12' D.C. MAX
<br />TYPICAL 3 1/4' BASEBOARD
<br />TEi EXTEND
<br />BELOW FINISH
<br />GRADE4' TO 6'� T WITH D25' LAP ARD 90 DMINIMUM
<br />REE BEND
<br />ODX: GRADE
<br />CU-
<br />(C❑MP0ED TO E95% MbDIFIED
<br />20'H X 12'W MONOLITHIC SLAB 12' PROCTOR ASTM D1557)
<br />WITH (2) #5 REBAR CONT. TERMITE TREATED
<br />ON 3' CHAIRS TYP. BOTTOM OF FOOTER SHALL
<br />BE 12' BELOW GRADE
<br />SECTION "B- B"
<br />TYPICAL EXTERIOR WALL SECTION
<br />MIN CEILING INSTLATI❑N R-38
<br />�1/2' CEILING TYPE GYPSUM BOARD
<br />ATTACHED WITH 5d COOLER NAILS
<br />OR #8 DRYWALL SCREW AT 7' D.C. MAX
<br />2X4 SINGLE TOP PLATE (INTERIOR WALL)
<br />STUD WALLS @ 16' D.C.
<br />W// 'DRYWALML SCREWS @D 8y'❑ C.
<br />R-19 INSULATION MIN.
<br />(IF REQUIRED)
<br />2X4 P.T. BOTTOM PLATE ATTACHED WITH
<br />3d CONCRETE
<br />NAILS W/ 1 1/E2'ED
<br />CONCRETE SLAB (MIN,D�N i 'O A .N.
<br />T TCCNCRETE
<br />TENSI N 120#)
<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 e 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 th n on re s d r sh 11 be r vided f ea h wellin unit, T ress door shall sid hin ed d shall
<br />prov�dee a claear weid-�i� of no ��ess than 3� incnes (��3 mm) were easuredh�e een tie face o ethe deoor 'Uncl tie stop,
<br />wit the door open 90 degrees (1.5 rad). The clear height of the door opening hall b not Les th n 78 inches (1981 mm)
<br />In ell- �Int measured from t'I1e top o the threshold to t�e bottom of the stop. �ther oloors sha� no be required to comply
<br />special �(snowle'ge orimerr�orts. Egress doors shall be readily openable from inside the dwelling without the use of a key 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, condom n y d townhouses shall provide at least one bathroom,
<br />Located with maximum possible privacy, where bathrq�� )r}ded on habitable grade levels, with a door that has
<br />a 29-inch (737 mm) clear opening, However, if only,.N. et+•r. . ® provided at grade level, such toilet rooms shall
<br />have a clear opening of not less than 29 inche��IHS •.• ��,
<br />®• �� 5360 3•� n�sr
<br />DRIFTWOOD OF ZEPHYRHILLS RICK COLLHARDT -
<br />., D40 9'D4 00,C1
<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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