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39599 Dawson Chase Dr
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39599 Dawson Chase Dr
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Last modified
3/20/2025 5:32:54 PM
Creation date
2/19/2025 10:53:48 AM
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Building Plans
Street #
39599
Location
Dawson Chase Dr
Contractor
Lennar Homes LLC
Building Plans - Permit #
20411
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t <br />N I <br />T O M <br />--- �------ ,- <br />3 TAB SHINGLES. ROOF <br />4z: <br />INSTALLED A PER MAN F. <br />----_ —-,r -- -= ._ SPECIFICATIONS <br />— — — — — — — . _ — —. _. _. — — — — _ _ _ _ _ <br />EXTENDED <br />OVERHANG TO TEXTURED <br />BE CENTEREDNMI CEMENTICIOUS <br />ON DOOR FINISH ON C.M.U. <br />(TYP. ) <br />REAR ELEVATION - B1 <br />14'-0' RIDGE VENT <br />— -- 1" x 9" SMOOTH <br />12 TEXTURED <br />—• r — - y A <br />FREEZE BAND <br />5 T-0" RIDGE VENT <br />� _ `_ � ,-� '- -- I . ,T �: -. _.�._ ...��-• .�--a...� ....ate '= s......� ,. .,_. _:..., --„� _ ..- --- - - -_ _-. . _ -:_ _ _ <br />12 <br />12 <br />5 <br />3 TAB SHINGLES. ROOF <br />.,�� I avzr�e--1.r-,-�,�...rl— ,��----�---L:�1.. �.L: -- , i _..mod i 1. �. _i_ �. ., I. : _�. ' - -- � T I -�� 1-� 1 '-�--°`'.. -_-f• L -�- -`�--:-.�. �---^^b. - , -�_-^. �-.^^-1--.�- -�..-^- <br />..4. -,-�- i r--T-'---`'"�-.-4. ,...,�..=-•.,�....i._..,:y-_ a.._..!�....a. 1.,._..�,.�',-,-,.. ,.. _. -�_� — .�.,.-.a....._,--�1- - -�- ry = ---- �____ INSTALLED AS PER MANUF. <br />SPECIFICATIONS <br />I I <br />L I <br />T.O.M. <br />HDR HGT. <br />-- — — — — — — — — — — — — — — — — — — — — — <br />— — — — — — — — — — — — — — — — — — — — — — <br />10 <br />1-01 <br />-- -- ------------ <br />TEXTURED <br />CEMENTICIOUS <br />2'-0" FINISH ON C.M.U. <br />10 <br />(NP) TEXTURED - C) <br />CEMENTICIOUS ap 80 <br />FINISH ON C.M.U. co <br />(TYP.) <br />—-----------------F.FL. <br />+3" SMOOTH <br />_TEXTURED <br />BAND <br />SCALE: 1 /4"=1'-0" <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 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 -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 iniividuaI 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 1/300 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 FOLLOWNG 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 136 SQ. IN. OF NET FREE AREA / UNIT <br />• SOFFIT VENTS 7 SO. IN. OF NET FREE AREA / SO. FT. <br />Ur V <br />Z o-> <br />z 8 <br />z� <br />Q <br />a <br />00 z <br />V) Ur <br />4� <br />Cf, <br />w <br />T <br />u <br />O w <br />r <br />U <br />L U <br />N <br />a) co <br />cc Cl) <br />LL_ Go <br />� OD <br />Q <br />CD. <br />LID v, <br />01 d o <br />B D. <br />U) f� fh z 00 <br />Way w <br />lL ri <br />. <br />LY V <br />Z c C3 m <br />ZaME <br />LY N ¢ <br />U <br />o 0 <br />o <br />❑ ❑ <br />www 49WI <br />ii,,���.� <br />�R0 W N <br />•• <br />(C> <br />— Q a <br />�O . 1,f Q' <br />Af? O F E S S\ <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and spedfications 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 />LENNAR <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />0 <br />w� <br />zd <br />W <br />Z <br />O <br />r400 <br />Q J <br />00 <br />O8;Fo <br />Q <br />LU <br />J <br />ell <br />u Z <br />L <br />z z <br />Icy-1 <br />w <br />0 <br />�../ <br />F <br />r� 3 <br />c_ <br />G <br />^�'' <br />W <br />T-I <br />Q <br />o <br />O <br />Z <br />Q <br />0 <br />o 0' <br />' <br />W <br />Ir <br />W � <br />0 <br />a <br />Z <br />'"I <br />Ln <br />ti <br />J <br />r-{ <br />W <br />Zj <br />5< z u <br />00 <br />Lr) <br />Z <br />Z <br />W <br />z S <br />o <br />J <br />O <br />/yMMW/y\\ <br />06 <br />� <br />LLJ <br />, ^ <br />V / <br />0 <br />SCALE : AS NOTED <br />DATE : 7/31 /2018 <br />TECH: MJAMES <br />VERSION NO. 4n0 <br />SHEET NO. <br />3.2 <br />
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