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<br />ARCHITECTURAL
<br />SHINGLES
<br />6" BANDING AT -
<br />EAVE
<br />19'-4 7/8"
<br />HEEL HGT.
<br />18'-8 7/8" -
<br />BRG. HGT. - _
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<br />WDW. HGT.
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<br />9'-4" -
<br />--//
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<br />8'-0"
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<br />6" BANDING AT -//
<br />EAVE
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<br />OPT .DECORATIVE J
<br />HANDRAIL �------------ 1
<br />6
<br />EXTERIOR PLASTER
<br />12" OVERHANG U.N.O. / PLUMB CUT FASCIA / ROOF PITCH PER 0703.6 EXTERIOR PLASTER.
<br />ELEVATION / SHINGLES U.N.O. INSTALLATION OF THESE MATERIALS SHALL BE IN COMPLIANCE WITH
<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 R703.6.1 LATHE.
<br />MANUFACTURER. ALL LATH AND LATH ATTACHMENTS SHALL BE OF
<br />CORROSION -RESISTANT MATERIALS. EXPANDED METAL OR WOVEN WIRE
<br />FLASHING SHALL BE INSTALLED AT WALLAND ROOF INTERSECTIONS, AT 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 NAILS HAVING A 7/16-INCH (11.1 MM) HEAD, OR 7/8-INCHLONG (22.2 MM),
<br />AROUND ROOF OPENINGS. 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 OTHERWISE APPROVED.
<br />ON RAKES.
<br />R703.6.2 PLASTER.
<br />ATTENTION CONTRACTORS ALL PENETRATIONS THROUGH ROOF ARE PLASTERING WITH PORTLAND CEMENT PLASTER SHALL BE NOT LESS
<br />TO BE LOCATED ON REAR OR IF NECESSARY ON THE SIDE OF THE ROOF THAN THREE COATS WHEN APPLIED OVER METAL LATH OR WIRE LATH
<br />BEHIND THE FRONT FACADE ZONE. AND SHALL BE NOT LESS THAN TWO COATS WHEN APPLIED OVER
<br />_ MASONRY, CONCRETE, PRESSURE -PRESERVATIVE TREATED WOOD OR
<br />�j ASPHALT SHINGLES (IF APPLICABLE) : DECAY -RESISTANT WOOD AS SPECIFIED IN SECTION R317.1 OR GYPSUM
<br />T 1. WIND RESISTANCE OF ASPHALT SHINGLES. - ASPHALT SHINGLES SHALL BACKING. IF THE PLASTER SURFACE IS COMPLETELY COVERED BY
<br />BE INSTALLED IN ACCORDANCE WITH SECTION R905.2.6 AND R905.2.6.1. VENEER OR OTHER FACING MATERIAL OR IS COMPLETELY CONCEALED,
<br />LL NLY BE USED ON ROOF SLOPES OF
<br />2. ASPHALT SHINGLES SHA O
<br />NLY TW ATS PROVIDED THE
<br />PLA TER APPLICATION NEED BE O O CO S
<br />HORIZONTAL 2:12 OR GREATER.
<br />TWO UNITS VERTICAL IN 12 UNITS( ) 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 ON WOOD -FRAME CONSTRUCTION WITH AN ON -GRADE FLOOR SLAB
<br />A (4:12), TWO LAYERS OF UNDERLAYMENT COMPLYING WITH ASTM D 226, 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 EXTEND BELOW, LATH, PAPER AND SCREED.
<br />3A REQUIRED IN ACCORDANCE WITH SECTION R905.2.7.
<br />FOR ROOF SLOPES FROM FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL THE PROPORTION OF AGGREGATE TO CEMENTITIOUS MATERIALS SHALL
<br />(4:12) AND GREATER, ONE LAYER OF UNDERLAYMENT COMPLYING WITH BE AS SET FORTH IN TABLE R702.1(3).
<br />ASTM D 226, TYPE II, ASTM D 4869, TYPE IV OR ASTM D 6757 IS REQUIRED IN
<br />ACCORDANCE WITH SECTION R905.2.7. R703.6.2.1 WEEP SCREEDS.
<br />3. AS AN ALTERNATIVE, THE ENTIRE ROOF DECK SHALL BE COVERED WITH A MINIMUM 0.019-INCH (0.5 MM) (NO. 26 GALVANIZED SHEET GAGE),
<br />16" BANDING AT AN APPROVED SELF -ADHERING POLYMER MODIFIED BITUMEN SHEET CORROSION -RESISTANT WEEP SCREED OR PLASTIC WEEP SCREED,
<br />FLOOR TRUSS MEETING ASTM D 1970 OR AN APPROVED SELF -ADHERING SYNTHETIC WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3 1/2 INCHES (89
<br />CONTROL JOINT UNDERLAYMENT INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S MM) SHALL BE AT OR BELOW THE FOUNDATION PLATE LINE ON
<br />INSTALLATION INSTRUCTIONS EXTERIOR STUD WALLS IN ACCORDANCE WITH ASM C 926. THE WEEP
<br />AT BOTTOM OF
<br />SCREED SHALL BE PLACED A MINIMUM OF 4 INCHES (102 MM) ABOVE THE
<br />BANDING CLAY AND CONCRETE TILE (IF APPLICABLE) : EARTH OR 2 INCHES (51 MM) ABOVE PAVED AREAS AND SHALL BE OF A
<br />THE INSTALLATION OF CLAY AND CONCRETE TILE PER F.B.C.R. - TYPE THAT WILL ALLOW TRAPPED WATER TO DRAIN TO THE EXTERIOR
<br />5TH EDITION (2014) R905.3 SHALL BE IN ACCORDANCE WITH OF THE BUILDING. THE WEATHER -RESISTANT BARRIER SHALL LAP THE
<br />THE MANUFACTURER'S INSTALLATION INSTRUCTIONS,
<br />TRUCTIONS OR
<br />ATTACHMENT FLANGE. THE EXTERIOR LATH SHALL COVER AND
<br />RECOMMENDATIONS OF FRSA/TRI FLORIDA HIGH WIND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP SCREED.
<br />CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL,
<br />FIFTH EDITION WHERE THE VASD IS DETERMINED IN R703.6.3 WATER -RESISTIVE BARRIES.
<br />ACCORDANCE WITH SECTION R301.2.1.3 OR THE WATER -RESISTIVE BARRIERS SHALL BE INSTALLED AS REQUIRED IN
<br />RECOMMENDATIONS OF RAS 118,119 OR 120. SECTION R703.2 AND, WHERE APPLIED OVER WOOD -BASED SHEATHING,
<br />F.B. .R. - 5TH EDITION 2014
<br />REQUIRED UNDERLAYMENT PER C RE U U Q ( )
<br />P R-PERMEABLE BARRIER WITH
<br />HALL INCLUDE O S DE AWATER-RESISTIVE VA C U
<br />R905.3.3 SHALL CONFORM WITH ASTM D 226, TYPE II; ASTM D 2626, A PERFORMANCE AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D
<br />TYPE II; OR ASTM D 1970 OR ASTM D 6380, CLASS M MINERAL PAPER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY
<br />D HALL BE INSTALLED IN
<br />R LL ROOFING AN S SURFACEDO
<br />-SEPARATE CONTINUOUS PLANE
<br />T EACH LAYER PROVIDES A
<br />SUCH THAT C
<br />N
<br />FL RIDA HI ACCORDANCE WITH FRSA/TRI O HI
<br />GH H WIND CONCRETE C
<br />AND ANY FLASHING (INSTALLED IN ACCORDANCE WITH SECTION R703.8)
<br />AND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITION INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS DIRECTED
<br />BANDING AT BASE WHERE THE VASD IS DETERMINED IN ACCORDANCE WITH BETWEEN THE LAYERS.
<br />SECTION R301.2.1.3 OR THE RECOMMENDATIONS OF RAS 118,119 OR 120.
<br />R312.2.1 Windowsills.
<br />In dwelling units, where the opening of an operable window is located more than 72 inches
<br />\ (1829 mm) above the finished grade or surface below, the lowest part of the clear opening of
<br />BANDING WITH the window shall be a minimum of 24 inches (610 mm) above the finished floor of the room in
<br />SMOOTH TEXTURED which the window is located. Operable sections of windows shall not permit openings that
<br />CEMENT PLASTER allow passage of a 4 inch (102 mm) diameter sphere where such openings are located within
<br />FINISH 24 inches (610 mm) of the finished floor.
<br />ROOF CRITERIA
<br />12
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<br />The structural design of this building is in accordance with the FLORIDA BUILDING CODE 5TH EDITION (2014) RESIDENTIAL and is certified as such.
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