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3060 Moulden Hollow Dr
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3060 Moulden Hollow Dr
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Last modified
3/20/2025 2:26:01 PM
Creation date
2/19/2025 10:31:29 AM
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Building Plans
Street #
3060
Location
Moulden Hollow Dr
Contractor
Lennar Homes LLC
Building Plans - Permit #
19706
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s <br />v <br />S <br />O <br />n <br />N <br />0 <br />N <br />I <br />co <br />s <br />m <br />v <br />v <br />x <br />0 <br />0 <br />J <br />N <br />0 <br />C'4 <br />a0 <br />~I <br />a <br />co <br />�ILZ <br />0 m <br />11 <br />(+1") 6" SMOOTH <br />TEXTURED BAND <br />T.O.M. <br />• • <br />512 o � I <br />I I <br />F1 <br />I <br />i <br />12 <br />�5 <br />F.FL.-----------------------------------JIL—_�L�L_— il��_—��--aL�L—_ J���—_�1--_ IL�I --III— -- <br />24'-0" RIDGE VENT <br />FRONT ELEVATION - B1_ <br />SCALE: 1 /4"=V-0" <br />LEFT ELEVATION - 131 <br />: 1 /4"=1'-0" <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 ASTM 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-Resisitive Barriers. <br />Water-resisitive 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 (paperbacked <br />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 contructions 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 />• O'HAGIN WEATHERMASTER (Shingle Roof) - 72 SQ. IN. OF NET FREE AREA/ FT. <br />(Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 72 = Amount of O'Hagin Vents Needed <br />• LOMANCO DECK -AIR (Shingle Roof) - g SQ, IN. OF NET FREE AREA / FT. <br />Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 = Linear Ft. of Deck -Air Needed) <br />• O'HAGIN (Tile Roof) - 86.25 SQ. IN. OF NET FREE AREA / VENT <br />Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) 186.25 = Amount of O'Hagin Vents Needed <br />Cr) V <br />Z M <br />0 <br />z <br />a <br />t� z <br />V) C9 <br />L <br />� Q <br />W <br />rW <br />0 = <br />F <br />o <br />r <br />0 <br />in <br />W <br />Ep <br />U <br />N <br />C� (0 Cl) <br />Tu "O ce) <br />0 Q C:)�LL00 <br />= <br />�to <br />o� <br />Y 8 <br />N o 0 <br />0 <br />¢ rn <br />O <br />¢ o <br />8 D. <br />N,C B,D C <br />N <br />CQ't—. <br />N <br />„p 0 m 4 <br />W�wf•«•♦••m <br />W�BQ <br />�"T-FESS <br />o� <br />MS <br />To the best of the Engineer's knowledge, information, and <br />To <br />belief, the structural plans and specifications contained <br />within these drawings comply with the 2027 Florida <br />Building Code - Residential 6th Edition. Engineer's <br />signature and seal is only for the structural engineering <br />portions of the drawing pages bearing Engineer's signature <br />and seal. <br />O <br />O <br />Z N <br />Q � N <br />M 00 <br />> (n <br />M <br />Q U-) <br />a V) L d' <br />a ° L Ln <br />oC V a <br />00 <br />a <br />z� <br />� <br />W <br />�� <br />MJ <br />OZ <br />CO <br />o: O <br />za <br />f <br />r F: <br />U) <br />w¢i tr <br />O48O <br />Lu w <br />o Z <br />�IL0to <br />Q <br />IL 0 <br />W <br />c, <br />uo0O <br />L <br />_J <br />Z O <br />�J <br />W <br />C U <br />� Z <br />Z <br />�/ <br />CE <br />W <br />go_ <br />W <br />v/ <br />C) <br />O <br />v <br />= <br />Z <br />Q <br />F— <br />Q <br />w <br />uJ <br />�� <br />o u_ <br />�Po <br /><UV¢¢ <br />T-1110 <br />XOa � <br />Th <br />Cr�,y_ <br />CL <br />O ¢u.I 0 <br />�<<Z <br />8 Ig 2 <br />z <br />w�wo <br />Cy w <br />�ac�0 <br />Jri <br />W <br />Q <br />cW <br />G <br />Z <br />U <br />w¢z <br />��Z <br />N <br />O <br />Z <br />tu- <br />a� <br />J Z <br />m <br />O <br />o <br />g <br />= <br />a0 <br />rn <br />,--I <br />a <br />cn <br />SCALE : AS NOTED <br />DATE : 3/16/2018 <br />TECH: MJAMES <br />VERSION N0. 4s0 <br />SHEET NO. <br />3.1 <br />
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