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<br />SLOPE GRADE SO
<br />THAT THE FOUNDATION
<br />RIGHT ELEVATION OF BUILDING IS MAX.
<br />8" ABV. GRADE @REAR
<br />1 /4" = 1 t-011
<br />ROOF CRITERIA
<br />EXTERIOR PLASTER
<br />12" OVERHANG U.N.O. / PLUMB CUT FASCIA / ROOF PITCH PER
<br />R703.6 EXTERIOR PLASTER.
<br />INSTALLATION OF THESE MATERIALS SHALL BE IN COMPLIANCE WITH
<br />ELEVATION / SHINGLES U.N.O.
<br />ASTM C 926 AND ASTM C 1063 AND THE PROVISIONS OF THIS CODE.
<br />ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS
<br />RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS
<br />R703.6.1 LATHE.
<br />MANUFACTURER.
<br />ALL LATH AND LATH ATTACHMENTS SHALL BE OF
<br />CORROSION -RESISTANT MATERIALS. EXPANDED METAL OR WOVEN WIRE
<br />FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, AT
<br />LATH SHALL BE ATTACHED WITH 1 1/2-INCH-LONG (38 MM), 11 GAGE
<br />GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND
<br />NAILS HAVING A 7/16-INCH (11.1 MM) HEAD, OR 7/8-INCHLONG (22.2 MM),
<br />AROUND ROOF OPENINGS.
<br />16 GAGE STAPLES, SPACED AT NO MORE THAN 6 INCHES (152 MM), OR AS
<br />STEP FLASHING SHALL BE USED ON ALL ROOF TO WALL INTERSECTIONS
<br />OTHERWISE APPROVED.
<br />ON RAKES.
<br />R703.6.2 PLASTER.
<br />ATTENTION CONTRACTORS ALL PENETRATIONS THROUGH ROOF ARE
<br />PLASTERING WITH PORTLAND CEMENT PLASTER SHALL BE NOT LESS
<br />TO BE LOCATED ON REAR OR IF NECESSARY ON THE SIDE OF THE ROOF
<br />THAN THREE COATS WHEN APPLIED OVER METAL LATH OR WIRE LATH
<br />BEHIND THE FRONT FACADE ZONE.
<br />AND SHALL BE NOT LESS THAN TWO COATS WHEN APPLIED OVER
<br />MASONRY, CONCRETE, PRESSURE -PRESERVATIVE TREATED WOOD OR
<br />ASPHALT SHINGLES (IF APPLICABLE) :
<br />DECAY -RESISTANT WOOD AS SPECIFIED IN SECTION R317.1 OR GYPSUM
<br />1. WIND RESISTANCE OF ASPHALT SHINGLES. - ASPHALT SHINGLES SHALL
<br />BACKING. IF THE PLASTER SURFACE IS COMPLETELY COVERED BY
<br />BE INSTALLED IN ACCORDANCE WITH SECTION R905.2.6 AND R905.2.6.1.
<br />VENEER OR OTHER FACING MATERIAL OR IS COMPLETELY CONCEALED,
<br />2. ASPHALT SHINGLES SHALL ONLY BE USED ON ROOF SLOPES OF
<br />PLASTER APPLICATION NEED BE ONLY TWO COATS, PROVIDED THE
<br />TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) OR GREATER.
<br />TOTAL THICKNESS IS AS SET FORTH IN TABLE R702.1(1).
<br />FOR ROOF SLOPES FROM TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL
<br />(2:12) AND LESS THAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL
<br />ON WOOD -FRAME CONSTRUCTION WITH AN ON -GRADE FLOOR SLAB
<br />(4:12), TWO LAYERS OF UNDERLAYM ENT COMPLYING WITH ASTM D 226,
<br />SYSTEM, EXTERIOR PLASTER SHALL BE APPLIED TO COVER, BUT NOT
<br />TYPE I OR TYPE II, ASTM D 4869, TYPE I OR TYPE II OR ASTM D 6757 IS
<br />EXTEND BELOW, LATH, PAPER AND SCREED.
<br />REQUIRED IN ACCORDANCE WITH SECTION R905.2.7.
<br />FOR ROOF SLOPES FROM FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL
<br />THE PROPORTION OF AGGREGATE TO CEMENTITIOUS MATERIALS SHALL
<br />(4:12) AND GREATER, ONE LAYER OF UNDERLAYMENT COMPLYING WITH
<br />BE AS SET FORTH IN TABLE R702.1(3).
<br />ASTM D 226, TYPE Il, ASTM D 4869, TYPE IV OR ASTM D 6757 IS REQUIRED IN
<br />ACCORDANCE WITH SECTION R905.2.7.
<br />R703.6.2.1 WEEP SCREEDS.
<br />E ED WITH
<br />E OOF DECK SH ALL BE COV R
<br />3 AN ALTERNATIV E THE ENTIR R
<br />.AS
<br />- IZED SHEET GAGE
<br />0 5 M NO.26 GALVAN
<br />0.019 INCH M
<br />A MINIMUM )I
<br />( ) (
<br />AN APPROVED SELF -ADHERING POLYMER MODIFIED BITUMENSECORROSION-RESISTANT
<br />WEEP SC REED OR PLASTIC WEEP SCREED
<br />SYNTHETIC
<br />MEETING ASTM D 1970 OR AN APPROVED S ELF -ADHERING S
<br />3 12INCHES 89
<br />VERTICAL ATTACHMENT FLANGE OF 1
<br />WITH A MINIMUM (
<br />W
<br />WITH THE MANUFACTURER'SL
<br />DERLAYMENT INSTA LLED IN ACCORDANCE WIMM
<br />UN)
<br />SHALL BE AT OR BELOW THE FOUNDATION PLATE LINE ON
<br />INSTALLATION INSTRUCTIONS
<br />9 6 HE WEEP
<br />D 2. T
<br />L IN ACCORDANCE WITH ASM C
<br />EXTERIOR STUD WALLS
<br />X
<br />0 ABOVE THE
<br />B LACED A MINIMUM O F 4 INCHES 1 2 MM
<br />SCREED SHALL E PLACED ( )
<br />E TILE IF APPLICABLE):
<br />A /
<br />CL Y AND CONCRET T(
<br />ES 51 MM ABOVE E AND SHALL BE OF A
<br />PAVED AREAS EARTH OR 2 INCH
<br />)
<br />THE INSTALLATION OF CLAY AND CONCRETE TILE PER F.B.C.R. -
<br />TYPE THAT WILL ALLOW TRAPPED WATER TO DRAIN TO THE EXTERIOR
<br />5TH EDITION 2014 R9 05 3 SHALL BE IN A CCORDANC E WITH
<br />O F THE BUILDING. THE WEATHER -RESISTANT BARRIER SHALL LAP THE
<br />R INSTRUCTIONS, OR
<br />ELATION INST U
<br />MANUFACTURER'S INSTALLATION
<br />THE MANUFAC
<br />SHALL OVER AND
<br />EXTERIOR LATH SHA C
<br />T FLANGE. THE XT
<br />ATTACHMENT
<br />RECOMMENDATIONS OF FRSA�rRI FLORIDA HIGH WIND
<br />TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP SC REED.
<br />CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL,
<br />EDITION WHERE T HE VASD IS DETERMINED IN
<br />FIFTH O
<br />R7 03 6.3 WATER -RESISTIVE BARRIES.
<br />ACCORDANCE WITH SECTION R301.2.1.3 OR THE
<br />WATER -RESISTIVE BARRIERS SHALL BE INSTALLED AS REQUIRED IN
<br />RECOMMENDATIONS OF RAS 118, 119 O R 120.
<br />WOOD -BASED SHEATHING
<br />SECTION R703.2 AND, WHERE APPLIED OVER WOO S
<br />T PER F.B.C.R 2014 . - 5TH EDITION
<br />REQUIRED UNDERLAYMEN ( )
<br />T VE VAPOR -PERM FABLE BARRIER WITH
<br />SHALL INCLUDE AWATER-RESTS I
<br />H ASTM D 226 TYPE II' ASTM D 2626
<br />SHALL CONFORM WITH
<br />R905.3.3 SHA C
<br />EQUIVALENT TO TWO LAYERS OF GRADE D
<br />LEAST E UIVAL N
<br />PERFORMANCE AT S Q AP
<br />TYPE II' OR ASTM D 1970 OR ASTM D 6380 CLASS M MINERAL
<br />DENTLY
<br />L LAYERS SHALL BE INSTALLED INDEPENDENTLY
<br />PAPER. THE INDIVIDUAL
<br />SURFACED ROLL ROOFING AND SHALL BE INSTALLED IN
<br />SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE
<br />ACCORDANCE WITH FRSA/TRI FLORIDA HIGH WIND CONCRETE
<br />E WITH SECTION R 703.8
<br />AND ANY FLASHING (INSTALLED IN ACCORDANCE )
<br />L FIFTH EDITION
<br />MANUAL,
<br />F TILE INSTALLATIONER-RESISTIVE
<br />AND CLAY ROOF
<br />I DIRECTED
<br />INTENDED TO DRAIN TO THE WATER -RESISTIVE INTEN BARRIER S
<br />DANCE WITH
<br />WHERE THE NED IN ACCORDANCE VASD IS DETERMINED
<br />E
<br />BETWEEN THE LAYERS.
<br />8 119 OR 120.
<br />OF RAS 11
<br />RECOMMENDATIONS R301.2.1.3 OR THE I
<br />SECTION
<br />R31 2,2.1 Window sills,
<br />e window is located more than
<br />72 inches
<br />e of an operable win
<br />units, where the opening In dwelling uni
<br />I 9 P
<br />9 P
<br />o the clear opening of
<br />ce below, the lowest art f h
<br />�s ed grade or surface above the finished P 9 1829 mm a P
<br />9
<br />the window shall be a minimum of 24 inches (610 mm) above the finished flo
<br />or of the room in
<br />of permit openings that
<br />sections of windows shall n
<br />located. Operable s i
<br />e window is loc which the w P
<br />P
<br />are located within
<br />sphere where such openings
<br />02 m diameter h
<br />sa e of a 4 inch 1 m
<br />allow as
<br />9 ( P
<br />P
<br />24 inche
<br />s 610 mm of the finished floor.
<br />ARCHITECTURAL
<br />SHINGLES
<br />TEXTURED CEMENT
<br />PLASTER FINISH
<br />DISCLAIMER
<br />IT IS THE CONTRACTOR/SUB-CONTRACTORS RESPONSIBILITY TO REVIEW ALL
<br />INFORMATION CONTAINED HEREIN PRIOR TO COMMENCEMENT OF
<br />CONSTRUCTION. B&A DESIGN STUDIO, INC. & FLORIDA DESIGN SOLUTIONS INC.
<br />IS NOT RESPONSIBLE FOR ANY MISINTERPRETATIONS, ERRORS, OMISSIONS OR
<br />CUSTOM CHANGES MISSED AND NOT REPORTED TO B&A DESIGN STUDIO, INC. &
<br />FLORIDA DESIGN SOLUTIONS INC. PRIOR TO CONSTRUCTION.
<br />NO EXCEPTIONS.
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<br />project
<br />t no. 2017
<br />447
<br />Z
<br />W checked' AB/MC
<br />❑
<br />Q
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<br />drawn:
<br />m
<br />N date: 07-27-17
<br />r
<br />N scale: AS SHOWN
<br />0
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<br />U 3 1 m 5"
<br />The structural design of this building is in accordance with the FLORIDA BUILDING CODE 5TH EDITION (2014) RESIDENTIAL and is certified as such.
<br />
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