Laserfiche WebLink
F20 <br />NOTE: <br />w •W=120PENING W. <br />s • INSTALL OVER STONE, <br />3 TYP. <br />i •FIN. TO HAVE <br />TRADITIONAL LOOK& <br />SMOOTH! SAND FINISH <br />• FOAM! EPS MATERIAL <br />IS ACCEPTED <br />2 OF <br />ND <br />DECORATIVE SHUTTER <br />1" x 12" SMOOTH <br />TEXTURED <br />TRIM / BAND <br />8'-0" RIDGE VENT <br />12 <br />5� <br />F4 <br />----------------- <br />COMPOSITION SHINGLES <br />ROOF INSTALLED AS PER <br />F4,) MANUF. SPECIFICATIONS <br />12 <br />.gym <br />�® 5 1" x 4" SMOOTH <br />TEXTURED <br />TRIM / BAND <br />6" FASCIA <br />- r (TyP) <br />T.O.P. <br />--- HDR HGT. <br />------------------- <br />18" X 60" <br />SHUTTER <br />=I� <br />CV 00 <br />ti <br />25 SH 25 SH 25 SH <br />FLASHING <br />----------- —---------- — <br />T <br />F2 <br />ti <br />25 SH <br />20 <br />------ 2nd FIN. FLR. - <br />MIV <br />--------T.O.M. IT <br />r. <br />HDR HGT. <br />TEXTURED <br />CEMENTICIOUS <br />FINISH ON C.M.U. <br />FRONT ELEVATION - B1 <br />T.O.P <br />HDRI <br />2nd FIN. FLR, <br />T.O.M. <br />ti <br />F.FL. <br />00 <br />LEFT ELEVATION - B1 <br />General Notes <br />ROOF CRITERIA: <br />• 12" OVERHANG U.N.O. <br />• PLUMB CUT FASCIA ROOF <br />• PITCH PER ELEVATION <br />**G.C. VERIFY ROOF PITCH** <br />ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE <br />CONTRACTORS RESPONSIBILITY TO VERIFY <br />ROOF SLOPE REQUIREMENTS WITH TRUSS <br />MANUFACTURER. <br />**ELECTRICAL SPECIFICATION NOTES" <br />ELECTRICAL CONTRACTOR MUST VERIFY WITH <br />THE SPECIFICATIONS FOR THE TYPE OF FIXTURE <br />TO BE USED. LIGHT FIXTURES SHOWN ARE FOR <br />LOCATION PURPOSES. <br />Exterior Covering <br />R703.7 Exterior plaster. <br />Installation of these materials shall be in compliance with ASTM C <br />926 and A C 1063. <br />R703.7.1 Lath. <br />All Lath and lath attachments shall be of corrosion -resistant <br />materials. Attached per ASTM C 1063. <br />R703.7.2 Plaster. <br />Plastering w/ portland cement plaster shall be not less than three <br />coats when applied over metal lath or wire lath and shall be not <br />less than two coats when applied over masonry, concrete. <br />R703.7.3 Water -Resistive Barriers. <br />Water -resistive barriers shall be installed where cement plaster <br />(stucco) is to be applied over wood -based sheathing, shall include <br />a water -resistive vapor -permeable barrier. The individual layers <br />shall be installed independently such that each layer provides a <br />separate continuous plane and any flashing intended to drain to <br />the water -resistive barrier is directed between the layers. The <br />barriers shall consist of one of the following. <br />1. Two layers of an approved water resistant barrier material in <br />accordance with R703.2. <br />2. One layer of an approved water -resistive barrier (paper <br />backed stucco lath) over an approved synthetic house wrap. <br />R703.4 Flashing. <br />Approved corrosion -resistant flashing shall be applied <br />shingle -fashion in a manner to prevent entry of water into the wall <br />cavity or penetration of water to the building structural framing <br />components. Flashing shall be installed at the following locations. <br />• Exterior window/door openings. <br />• Intersection of chimneys or other masonry constructions with <br />frame walls. <br />• Under and at the ends of masonry, wood or metal copings <br />and sills. <br />• Continuously above all projecting wood trim. <br />• Where exterior porches, decks or stairs attach to a wall or <br />floor assembly of wood -frame construction. <br />• At wall and roof intersections <br />• At Built-in gutters. <br />Attic Ventilation <br />Attic Ventilation to be in compliance with the Florida Building Code 6th Edition <br />(2017) Residential R806. <br />The Minimum net free ventilating area shall be 1/150 of the area of the vented <br />space. The ventilating area may be reduced to 11300 provided that at least 40% <br />but no more than 50% of the required ventilation is provided in the upper portion of <br />the space to be ventilated.Upper ventilators shall be located no more than 3 feet <br />(measured vertically) below the ridge or highest point of the space, with the <br />balance of the required ventilation provided by eave or cornice vents. <br />-CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN - <br />(Values to be verified with Manufacturer Specifications) <br />• RIDGE VENTS 15 SQ. IN. OF NET FREE AREA/ LINEAR FT. <br />• OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT <br />• SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. <br />0 <br />a <br />O <br />i� <br />C <br />M <br />z N O <br />— CO <br />co <br />z o <br />v <br />0 <br />¢ <br />J M <br />Cl N <br />N z <br />T <br />4—) G/i Y <br />t'6 w <br />w <br />tN �E N <br />U C° <br />w � <br />�— <br />O 8 <br />I <br />c U) ID <br />®0 <br />• <br />¢ 0' m <br />�m <br />N <br />!b <br />O M 0 <br />Z $ (� o z <br />w <br />LU Q -E� � a <br />���o <br />L <br />@c4 <br />y O <br />_Ng <br />Q=A <br />WH <br />Ital t <br />NN <br />U00 <br />o Q <br />i <br />F 1. <br />I <br />Nos <br />'f'flll I I I111 ``O <br />the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2017 Florida Building Code - <br />Residential 6th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />C:,To <br />co <br />2 <br />w <br />M <br />i <br />O S <br />z <br />U_ <br />zo <br />rn <br />¢s <br />m <br />CL <br />E � <br />W° <br />� <br />Zoa <br />UO <br />C6 <br />l— <br />o E <br />�O <br />XU <br />a8 <br />0U <br />az <br />N <br />o <br />¢o <br />rw <br />4? <br />ru <br />Y <br />U <br />mo <br />m0 <br />01 <br />Z <br />co <br />aw <br />t/� 3 <br />C1 <br />8 <br />go <br />a <br />N ~ <br />< <br />w"" <br />3 <br />o <br />JZ <br />¢ <br />F <br />o <br />IIIIIIIII� <br />z¢ <br />a <br />j 3 <br />C <br />0 <br />M <br />L <br />I`J <br />V <br />O■_ <br />O <br />C:) <br />Q <br />U) <br />C = <br />N <br />m <br />C <br />I\ <br />H <br />o <br />00 <br />• <br />U') <br />00 <br />N <br />ICT O <br />= M rn N <br />T- <br />li <br />M N <br />o <br />M <br />j O <br />Z <br />Z <br />C <br />E O <br />f0 <br />C <br />JOB <br />NO: 19-5890 <br />SCALE : AS NOTED <br />SHEET NO. <br />3.1 <br />