|
---------------
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<br />I �
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<br />RAILINGS SHALL NOT -
<br />ALLOW PASSAGE OF A
<br />4" DIAMETER SPHERE
<br />ARCHITECTURAL
<br />SHINGLES
<br />19'-4 7/8"
<br />HEEL HGT.
<br />18'-8 7/8"
<br />BRG. HGT. - -
<br />17'-10 3/4"
<br />WDW. HGT.
<br />1 x 12 TRIM
<br />10'-8 3/4" BOARD
<br />2nd FLR
<br />OIL 9'-4" -
<br />BRG. HGT.
<br />8'-0"
<br />WDW.. HGT.
<br />01-01,
<br />FIN. FLR.
<br />ARCHITECTURAL
<br />SHINGLES
<br />TEXTURED CEMENT
<br />PLASTER FINISH
<br />TEXTURED CEMENT
<br />PLASTER FINISH
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<br />ROOF CRITERIA
<br />EXTERIOR PLASTER
<br />12" OVERHANG U.N.O. / PLUMB CUT FASCIA / ROOF PITCH PER
<br />R703.6 EXTERIOR PLASTER.
<br />ELEVATION / SHINGLES U.N.O.
<br />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
<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 UNDERLAYMENT 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 II, 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 />3. AS AN ALTERNATIVE, THE ENTIRE ROOF DECK SHALL BE COVERED WITH
<br />A MINIMUM 0.019-INCH (0.5 MM) (NO. 26 GALVANIZED SHEET GAGE),
<br />AN APPROVED SELF -ADHERING POLYMER MODIFIED BITUMEN SHEET
<br />CORROSION -RESISTANT WEEP SCREED OR PLASTIC WEEP SCREED,
<br />MEETING ASTM D 1970 OR AN APPROVED SELF -ADHERING SYNTHETIC
<br />WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3 1/2 INCHES (89
<br />UNDERLAYMENT INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S
<br />MM) SHALL BE AT OR BELOW THE FOUNDATION PLATE LINE ON
<br />INSTALLATION INSTRUCTIONS S
<br />EXTERIOR STUD WALLS IN ACCORDANCE WITH ASM C 926. THE WEEP
<br />F 4 INCHES 102 MM ABOVE THE
<br />REED HALL BE PLACED A MINIMUM O C S SC S ( )
<br />CLAY AND CONCRETE TILE (IF APPLICABLE) :
<br />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. -
<br />TYPE THAT WILL ALLOW TRAPPED WATER TO DRAIN TO THE EXTERIOR
<br />5TH EDITION (2014) R905.3 SHALL BE IN ACCORDANCE WITH
<br />OF THE BUILDING. THE WEATHER -RESISTANT BARRIER SHALL LAP THE
<br />THE MANUFACTURER'S INSTALLATION INSTRUCTIONS, OR
<br />ATTACHMENT FLANGE. THE EXTERIOR LATH SHALL COVER AND
<br />RECOMMENDATIONS OF FRSA/rRI FLORIDA HIGH WIND
<br />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
<br />R703.6.3 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 OR 120.
<br />SECTION R703.2 AND, WHERE APPLIED OVER WOOD -BASED SHEATHING,
<br />REQUIRED F.B.C.R. - 5TH EDITION 2014
<br />QU UNDERLAYMENT PER F.B.0
<br />SHALL INCLUDE AWATER-RESISTIVE VAPOR -PERMEABLE BARRIER WITH
<br />R905.3.3 SHALL CONFORM WITH ASTM D 226, TYPE II; ASTM D 2626,
<br />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
<br />PAPER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY
<br />AND HALL BE IN TALLED IN FA ED ROLL ROOFING S S SUR C
<br />EPARATE ONTINUOUS PLANE
<br />SUCH THAT EACH LAYER PROVIDES A S C
<br />ACCORDANCE WITH FRSA/TRI FLORIDA HIGH WIND CONCRETE
<br />AND ANY FLASHING INSTALLED IN ACCORDANCE WITH SECTION R703.8)
<br />AND CLAY ROOF TILE INSTALLATION MANUAL FIFTH EDITION
<br />INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS DIRECTED
<br />ERMINED IN AC ORDANCE WITH
<br />W HERE THE VASD IS DET C
<br />BETWEEN THE LAYERS.
<br />ATI N F RA 118 119 OR 120.
<br />301.2.1.3 OR THE RECOMMEND O S O S
<br />SECTION R ,
<br />R312.2.1 Windowsills.
<br />more than 72 inches
<br />e the opening of an operable window is located In dwelling units whey h o
<br />9 P 9 P
<br />(1829 mm) above the finished grade or surface below, the lowest part of the clear opening of
<br />m above the finished floor of the room in
<br />e window shall be a minimum of 24 inches 610 m the ( )
<br />which the window is located. Operable sections of windows shall not permit openings that
<br />allow passage of a 4 inch (102 mm) diameter sphere where such openings are located within
<br />24 inches (610 mm) of the finished floor.
<br />18'-8 7/8"
<br />BRG. HGT.
<br />17'-10 3/4"
<br />WDW. HGT.
<br />10'-8 3/4"
<br />2nd FLR
<br />PORCH BRG. HGT.
<br />OPT. DECORATIVE
<br />HANDRAIL
<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 />LO1 date: 10-09-17
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<br />The structural design of this building is in accordance with the FLORIDA BUILDING CODE 5TH EDITION (2014) RESIDENTIAL
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