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— — — — — — — — — — — — — — — I I L — — — — — — — — — — — — — — — J RAILINGS SHALL NOT - ALLOW PASSAGE OF A 4" DIAMETER SPHERE ARCHITECTURAL SHINGLES 19'-4 7/8" HEEL HGT. 18'-8 7/8" BRG. HGT. 17'-10 3/4" WDW. HGT. 12 6 1 x 12 TRIM 10'-8 3/4" BOARD 2nd FLR 9'-4" BRG. HGT. WDW.. HGT. 0'-0" FIN. FLR. ARCHITECTURAL SHINGLES TEXTURED CEMENT PLASTER FINISH TEXTURED CEMENT PLASTER FINISH REAR ELEVATION 1 /411 = 1'-01 ' 12 6�/ LEFT ELEVATION 1 /4" = 1'-0" 12 6 I/ SLOPE GRADE SO THAT THE FOUNDATION OF BUILDING IS MAX. 8" ABV. GRADE @ REAR 12 `3 nft.— — ROOF CRITERIA 12" OVERHANG U.N.O. / PLUMB CUT FASCIA / ROOF PITCH PER ELEVATION /SHINGLES U.N.O. ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS. STEP FLASHING SHALL BE USED ON ALL ROOF TO WALL INTERSECTIONS ON RAKES. ATTENTION CONTRACTORS ALL PENETRATIONS THROUGH ROOF ARE TO BE LOCATED ON REAR OR IF NECESSARY ON THE SIDE OF THE ROOF BEHIND THE FRONT FACADE ZONE. ASPHALT SHINGLES (IF APPLICABLE) : 1. WIND RESISTANCE OF ASPHALT SHINGLES. - ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION R905.2.6AND R905.2.6.1. 2. ASPHALT SHINGLES SHALL ONLY BE USED ON ROOF SLOPES OF TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) OR GREATER. FOR ROOF SLOPES FROM TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) AND LESS THAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12), TWO LAYERS OF UNDERLAYMENT COMPLYING WITH ASTM D 226, TYPE I OR TYPE II, ASTM D 4869, TYPE I OR TYPE II OR ASTM D 6757 IS REQUIRED IN ACCORDANCE WITH SECTION R905.2.7. FOR ROOF SLOPES FROM FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12) AND GREATER, ONE LAYER OF UNDERLAYMENT COMPLYING WITH ASTM D 226, TYPE II, ASTM D 4869, TYPE IV OR ASTM D 6757 IS REQUIRED IN ACCORDANCE WITH SECTION R905.2.7. 3. AS AN ALTERNATIVE, THE ENTIRE ROOF DECK SHALL BE COVERED WITH AN APPROVED SELF -ADHERING POLYMER MODIFIED BITUMEN SHEET MEETING ASTM D 1970 OR AN APPROVED SELF -ADHERING SYNTHETIC UNDERLAYMENT INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS EXTERIOR PLASTER R703.6 EXTERIOR PLASTER. INSTALLATION OF THESE MATERIALS SHALL BE IN COMPLIANCE WITH ASTM C 926 AND ASTM C 1063 AND THE PROVISIONS OF THIS CODE. R703.6.1 LATHE. ALL LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 1 1/2-INCH-LONG (38 MM), 11 GAGE NAILS HAVING A 7116-INCH (11.1 MM) HEAD, OR 7/8-INCHLONG (22.2 MM), 16 GAGE STAPLES, SPACED AT NO MORE THAN 6 INCHES (152 MM), OR AS OTHERWISE APPROVED. R703.6.2 PLASTER. PLASTERING WITH PORTLAND CEMENT PLASTER SHALL BE NOT LESS THAN THREE COATS WHEN APPLIED OVER METAL LATH OR WIRE LATH AND SHALL BE NOT LESS THAN TWO COATS WHEN APPLIED OVER MASONRY, CONCRETE, PRESSURE -PRESERVATIVE TREATED WOOD OR DECAY -RESISTANT WOOD AS SPECIFIED IN SECTION R317.1 OR GYPSUM BACKING. IF THE PLASTER SURFACE IS COMPLETELY COVERED BY VENEER OR OTHER FACING MATERIAL OR IS COMPLETELY CONCEALED, PLASTER APPLICATION NEED BE ONLY TWO COATS, PROVIDED THE TOTAL THICKNESS IS AS SET FORTH IN TABLE R702.1(1). ON WOOD -FRAME CONSTRUCTION WITH AN ON -GRADE FLOOR SLAB SYSTEM, EXTERIOR PLASTER SHALL BE APPLIED TO COVER, BUT NOT EXTEND BELOW, LATH, PAPER AND SCREED. THE PROPORTION OF AGGREGATE TO CEMENTITIOUS MATERIALS SHALL BE AS SET FORTH IN TABLE R702.1(3). R703.6.2.1 WEEP SCREEDS. A MINIMUM 0.019-INCH (0.5 MM) (NO.26 GALVANIZED SHEET GAGE), CORROSION -RESISTANT WEEP SCREED OR PLASTIC WEEP SCREED, WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 31/2 INCHES (89 MM) SHALL BE AT OR BELOW THE FOUNDATION PLATE LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH ASM C 926. THE WEEP SCREED SHALL BE PLACED A MINIMUM OF 4INCHES (102 MM) ABOVE THE 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 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 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 the window shall be a minimum of 24 inches (610 mm) above the finished floor of the room in which the window is located. Operable sections of windows shall not permit openings that allow passage of a 4 inch (102 mm) diameter sphere where such openings are located within 24 inches (610 mm) of the finished floor. 19'-4 7/8" HEEL HGT. 18'-8 7/8" BRG. HGT. 17'-10 3/4' WDW. HGT. 1 U-8 3/4" 2nd FLR \ 9'-4" \ BRG. HGT. s'-o° PORCH BRG. HGT. OPT. DECORATIVE HANDRAIL 0'-0" FIN. FLR. DISCLAIMER IT IS THE CONTRACTOR/SUB-CONTRACTORS RESPONSIBILITY TO REVIEW ALL 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. o E It 0 .F N QO N V O 00 00 • _J ~ O N 'O x CD 55 i F. ❑ � �-- OWN gw�jX CD iaLEM 7i w3 y(d� � ��J ❑ U m f•*a oa �d Q ❑02in UJZOF U Z El ib OUwao z �ga cc�--°oftr FESS8 N oZg n Z°�71-1 ^i `flll$i€It �¢Cc, � Z >Mdrq Ir O r r -o ai I•s." Q 4t., o UJ �Ow Uw `� U ❑ 0T1 U F N Y1IO�DN3SQ3'MMM LL W J 0) �LO N � N Q W V �- - � O Q o Z ' Z z O W 0 J 9 Q m � W W title: ELEVATIONS project no. 2017407 checked: AB/EC drawn: date: 07-06-17 scale: AS SHOWN 3A�l The structural design of this building is in accordance with the FLORIDA BUILDING CODE 5TH EDITION (2014) RESIDENTIAL and is certified as such.