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39786 Harmon Grove Ct
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39786 Harmon Grove Ct
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Last modified
3/4/2025 11:21:26 AM
Creation date
2/19/2025 10:22:16 AM
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Building Plans
Street #
39786
Location
Harmon Grove Ct
Contractor
Lennar Homes
Building Plans - Permit #
1234
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A <br />9 <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF. <br />SPECIFICATIONS <br />-10" -6-0" <br />------------------ <br />TEXTURED <br />CEMENTICIOUS <br />FINISH ON C.M.U. <br />(TYP. ) <br />15'-0" RIDGE VENT <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF. <br />SPECIFICATIONS <br />T.O.M. <br />HDR HGT. <br />F. FL. <br />6" FASCIA <br />(NP) <br />TEXTURED <br />CEMENTICIOUS <br />FINISH ON C.M.U. <br />(TYP.) <br />12 <br />�5 <br />—EXTENDED <br />OVERHANG TI <br />BE CENTERE[ <br />ON DOOR <br />------------------------------------------------------------ — <br />ft <br />REAR ELEVATION — Al <br />14'-0" RIDGE VENT <br />SCALE: 1 /4"=V-0" <br />T.O.M. , <br />HDR HGT. <br />0 <br />bo bo <br />iD <br />F.FL. <br />12 <br />�5 <br />--------------------------------------------------------------------------------------------------------------------------------------------- <br />RIGHT ELEVATION — Al <br />: 1 /4"=1' <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/ portiand 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 wail <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 />Coastal Flashings <br />All flashing material for coastal locations (ex: within 3,000 feet of the <br />ocean) shall be corrosion resistant material (ex: zinc and/or stainless <br />steel) and shall be selected for compatibility with adjacent wood <br />preservatives per the manufacturer's recommendations. <br />j <br />`,�1 %111lllllt, <br />�� 0 W iq$// <br />6 <br />••J` <br />7: : <br />C14 <br />�. <br />_ <br />v <br />� <br />F l.0 <br />J,�l��✓i���R <br />0 F E S S 10 <br />�\ <br />To the best of the Engineers knowledge, in;nnation and belief, <br />the structural plans and specifications contained within these <br />drewings comply with the 2017 Florida Building Code - <br />Residential 6th Edition. Engineer's signature and seal is only for <br />Me structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />W <br />W <br />a <br />o s8 N� <br />♦� <br />07 <br />M f` C # 111 LL <br />4) -. 8 J ik W <br />di <br />Q <br />N N N W LL O. <br />h <br />d <br />y f7 M W13 <br />Z <br />J V _ <br />d <br />=m°i Soo <br />a 4-� W m O <br />W <br />�� M.:i <br />8 �rn(3) <br />Z <br />j� <br />ILt <br />LLW <br />00 N o K C y <br />N M Q U J <br />Z <br />W <br />" <br />Z <br />Z � <br />z <br />aQ <br />Z M <br />�/� � <br />WE <br />LL <br />4-1 <br />N <br />� <br />0 <br />V) <br />LU <br />c <br />C) <br />8001;> <br />_. <br />¢ 04 w <br />• <br />m <br />M <br />w <br />z <br />o <br />Z <br />• <br />o° <br />Z� p� <br />6N <br />Q <br />a <br />E U <br />fC <br />0 <br />o <br />zu <br />oa <br />w� <br />Z <br />N <br />a� <br />�p <br />Z <br />oRZ <br />ww <br />I— <br />d L <br />.. ro <br />o <br />�o <br />C 2 <br />'12 <br />0 <br />0 <br />Z <br />c <br />J <br />m� <br />=Z <br />3 <br />wm <br />gy <br />° <br />W <br />iz <br />81 <br />w ,. <br />U <br />a <br />y w <br />U <br />N <br />�— <br />S <br />IIIIIIIIII� <br />V <br />-;r <br />i�d <br />= <br />°3 <br />�N. <br />J <br />m <br />W <br />i` <br />U <br />� <br />(D <br />m <br />0 <br />CD <br />~ <br />C <br />E <br />� <br />r <br />It <br />70 <br />tv O <br />_ (V <br />T <br />I N <br />r' - <br />T <br />ui <br />0) <br />m <br />Z <br />T <br />cM N <br />iri O <br />o <br />Z <br />Z <br />E C) <br />cY <br />v .— <br />m <br />c <br />a <br />U � <br />Q p <br />JOB <br />NO: <br />20-8073 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />3.2 <br />
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