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— — — — — — — — — — — — — — I I L— — — — — — — — — — — — — — — J ARCHITECTURAL SHINGLES 6" BANDING AT EAVE OIL 19'-4 7/8" HEEL HGT. 18'-8 7/&' — BRG. HGT. — 17'-10 3/4" — WDW. HGT. OIL 10'-8 3/4" 2nd FLR OIL— BRG. HGT. OIL 8'-0" WDW.. HGT. 6" BANDING AT EAVE TEXTURED CEMENT PLASTER FINISH 0'-0" - FIN. FLR. 12 6 FRONT- ELEVATION 1 /4" = 1'-0" HANDRAIL ROOF CRITERIA EXTERIOR PLASTER 12" OVERHANG U.N.O. / PLUMB CUT FASCIA / ROOF PITCH PER R703.6 EXTERIOR PLASTER - ELEVATION / SHINGLES U.N.O. INSTALLATION OF THESE MATERIALS SHALL BE IN COMPLIANCE WITH ASTM C 926 AND ASTM C 1063 AND THE PROVISIONS OF THIS CODE. ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS R703.6.1 LATHE. MANUFACTURER. ALL LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS. EXPANDED METAL OR WOVEN WIRE FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, AT LATH SHALL BE ATTACHED WITH 1 1/2-INCH-LONG (38 MM), 11 GAGE 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), AROUND ROOF OPENINGS. 16 GAGE STAPLES, SPACED AT NO MORE THAN 6 INCHES (152 MM), OR AS STEP FLASHING SHALL BE USED ON ALL ROOF TO WALL INTERSECTIONS OTHERWISE APPROVED. ON RAKES. R703.6.2 PLASTER. ATTENTION CONTRACTORS ALL PENETRATIONS THROUGH ROOF ARE PLASTERING WITH PORTLAND CEMENT PLASTER SHALL BE NOT LESS 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 BEHIND THE FRONT FACADE ZONE. AND SHALL BE NOT LESS THAN TWO COATS WHEN APPLIED OVER _ MASONRY, CONCRETE, PRESSURE -PRESERVATIVE TREATED WOOD OR ASPHALT SHINGLES (IF APPLICABLE) : DECAY -RESISTANT WOOD AS SPECIFIED IN SECTION R317.1 OR GYPSUM 1. WIND RESISTANCE OF ASPHALT SHINGLES. -ASPHALT SHINGLES SHALL BACKING. IF THE PLASTER SURFACE IS COMPLETELY COVERED BY BE INSTALLED IN ACCORDANCE WITH SECTION R905.2.6AND R905.2.6.1. VENEER OR OTHER FACING MATERIAL OR IS COMPLETELY CONCEALED, 2. ASPHALT SHINGLES SHALL ONLY BE USED ON ROOF SLOPES OF PLASTER APPLICATION NEED BE ONLY TWO COATS, PROVIDED THE TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) OR GREATER. TOTAL THICKNESS IS AS SET FORTH IN TABLE R702.1(1). FOR ROOF SLOPES FROM TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) AND LESS THAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL ON WOOD -FRAME CONSTRUCTION WITH AN ON -GRADE FLOOR SLAB A (4:12), TWO LAYERS OF UNDERLAYMENT COMPLYING WITH ASTM D 226, SYSTEM, EXTERIOR PLASTER SHALL BE APPLIED TO COVER, BUT NOT TYPE I OR TYPE II, ASTM D 4869, TYPE I OR TYPE II OR ASTM D 6757 IS EXTEND BELOW, LATH, PAPER AND SCREED. 3A REQUIRED IN ACCORDANCE WITH SECTION R905.2.7. FOR ROOF SLOPES FROM FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL THE PROPORTION OF AGGREGATE TO CEMENTITIOUS MATERIALS SHALL (4:12) AND GREATER, ONE LAYER OF UNDERLAYMENT COMPLYING WITH BE AS SET FORTH IN TABLE R702.1(3). ASTM D 226, TYPE II, ASTM D 4869, TYPE IV OR ASTM D 6757 IS REQUIRED IN ACCORDANCE WITH SECTION R905.2.7. R703.6.2.1 WEEP SCREEDS. 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), 16" BANDING AT AN APPROVED SELF -ADHERING POLYMER MODIFIED BITUMEN SHEET CORROSION -RESISTANT WEEP SCREED OR PLASTIC WEEP SCREED, FLOOR TRUSS MEETING ASTM D 1970 OR AN APPROVED SELF -ADHERING SYNTHETIC WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3 1/2 INCHES (89 CONTROL JOINT UNDERLAYMENT INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S MM) SHALL BE AT OR BELOW THE FOUNDATION PLATE LINE ON INSTALLATION INSTRUCTIONS EXTERIOR STUD WALLS IN ACCORDANCE WITH ASM C 926. THE WEEP AT BOTTOM OF SCREED SHALL BE PLACED A MINIMUM OF 4 INCHES (102 MM) ABOVE THE BANDING CLAY AND CONCRETE TILE (IF APPLICABLE) : EARTH OR 2 INCHES (51 MM) ABOVE PAVED AREAS AND SHALL BE OF A THE INSTALLATION OF CLAY AND CONCRETE TILE PER F.B.C.R. - TYPE THAT WILL ALLOW TRAPPED WATER TO DRAIN TO THE EXTERIOR 5TH EDITION (2014) R905.3 SHALL BE IN ACCORDANCE WITH OF THE BUILDING. THE WEATHER -RESISTANT BARRIER SHALL LAP THE THE MANUFACTURER'S INSTALLATION INSTRUCTIONS, OR ATTACHMENT FLANGE. THE EXTERIOR LATH SHALL COVER AND RECOMMENDATIONS OF FRSA/TRI FLORIDA HIGH WIND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP SCREED. CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITION WHERE THE VASD IS DETERMINED IN R703.6.3 WATER -RESISTIVE BARRIES. ACCORDANCE WITH SECTION R301.2.1.3 OR THE WATER -RESISTIVE BARRIERS SHALL BE INSTALLED AS REQUIRED IN RECOMMENDATIONS OF RAS 118, 119 OR 120. SECTION R703.2 AND, WHERE APPLIED OVER WOOD -BASED SHEATHING, REQUIRED UNDERLAYMENT PER F.B.C.R. - 5TH EDITION (2014) SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER WITH 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 TYPE II; OR ASTM D 1970 OR ASTM D 6380, CLASS M MINERAL PAPER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SURFACED ROLL ROOFING AND SHALL BE INSTALLED IN iv SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE ACCORDANCE WITH FRSA/TRI FLORIDA HIGH WIND CONCRETE AND ANY FLASHING (INSTALLED IN ACCORDANCE WITH SECTION R703.8) AND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITION INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS DIRECTED BANDING AT BASE WHERE THE VASD IS DETERMINED IN ACCORDANCE WITH BETWEEN THE LAYERS. SECTION R301.2.1.3 OR THE RECOMMENDATIONS OF RAS 118, 119 OR 120. R312.2.1 Window sills. In dwelling units, where the opening of an operable window is located more than 72 inches (1829 mm) above the finished grade or surface below, the lowest part of the clear opening of BANDING WITH the window shall be a minimum of 24 inches (610 mm) above the finished floor of the room in SMOOTH TEXTURED which the window is located. Operable sections of windows shall not permit openings that CEMENT PLASTER allow passage of a 4 inch (102 mm) diameter sphere where such openings are located within FINISH 24 inches (610 mm) of the finished floor. ARCHITECTURAL SHINGLES 18'-4 3/4" BRG. HGT. @ PORCH RAILINGS SHALL NOT ALLOW PASSAGE OF A 4" DIAMETER SPHERE 9'-4" CMU BRG. HGT. @ PORCH TEXTURED CEMENT PLASTER FINISH 8/8 LITES AT 4' WIDE WINDOWS 6/6 LITES AT 3' WIDE WINDOWS FRONTS WINDOWS AND SIDE WINDOWS THAT OCUPPY THE SAME INTERIOR 1 SPACE TO RECIEVE MULLIONS. 1 1 1 1 3" PAST WINDOW OPNG 1 1 TYP. 1 iHDR. BANDING AT FIRST FLOOR ONLY 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 SMOOTH BANDING A WINDOW DETAIL. 1 /2" = 1'-0" DISCLAIMER �i oOt E j} U NCDN CA M a) 'M t+iV.1 • CA �LLL�0 ~O ^ rn C '~ OL X 'tn C:) ca 45 CD t6 .z M . Z i � UJ �❑ oc650 t� a00 � ILU J J� z �/ i'IE(I� Q Z � an C11 /� W 0 \� W 4a p W U ¢';D w r b # Q O U rZ W W O w � U ❑ W 0 O�'> U � N 3YOD'DN3SQ3'MMM � aw u 14" X LENGTH OF WINDOW LOUVER SHUTTER IT IS THE CONTRACTOR/SUB-CONTRACTORS RESPONSIBILITY TO REVIEWALL INFORMATION CONTAINED HEREIN PRIOR TO COMMENCEMENT OF CONSTRUCTION. B&A DESIGN STUDIO, INC. & FLORIDA DESIGN SOLUTIONS INC. IS NOT RESPONSIBLE FOR ANY MISINTERPRETATIONS, ERRORS, OMISSIONS OR CUSTOM CHANGES MISSED AND NOT REPORTED TO B&A DESIGN STUDIO, INC. & FLORIDA DESIGN SOLUTIONS INC. PRIOR TO CONSTRUCTION. NO EXCEPTIONS. I- U_ W J 1 LO Q N W N Q � 1 — Lo O Q O Z Q 1 O Z W Z Q 0 J � � W J U) title: ELEVATIONS Z project no. o checked: m drawn: date: Ni Scale: I 0 } a 0 2017407 AB/EC 07-06-17 AS SHOWN 3A The structural design of this building is in accordance with the FLORIDA BUILDING CODE 5TH EDITION (2014) RESIDENTIAL and is certified as such.