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6356 Cobble Bliss St
Zephyrhills
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6356 Cobble Bliss St
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Last modified
3/21/2025 12:38:23 PM
Creation date
2/19/2025 10:58:45 AM
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Building Plans
Street #
6356
Location
Cobble Bliss St
Contractor
Lennar Homes LLC
Building Plans - Permit #
21425
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00 <br />bo <br />P „ <br />6 <br />0 <br />F- <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER <br />MANUF. SPECIFICATIONS <br />HEEL HEIGHT <br />T.O.P.-------_-- —i--- ---r-----r-- --- -- ----------r---------------------r---- -----------_ ---------------------- <br />— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — <br />TEXTURED — <br />CEMENTITIOUS <br />FINISH OVER <br />SHEATHING <br />(TYP.) <br />CJ <br />2nd FIN. FLR.--------------------- <br />T_O_M_-------- CJ/WEEP <br />HDRHGT.------------------------- <br />RFL. <br />TEXTURED <br />CEMENTITIOUS <br />FINISH ON C.M.U. <br />(TYP.) <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER <br />MANUF. SPECIFICATIONS <br />' OFFRIDGE VENT <br />�! <br />12 <br />�5 <br />HEEL HEIGHT <br />r-----------=-----=— — — — — — — - <br />— <br />T. .P.------------------ — -- <br />— — — — — — — — -- ------ <br />HDR. HGT.— — — — — — — — — — — — — — — — — — — — --— — — — — — — - <br />TEXTURED <br />CEMENTITIOUS <br />FINISH OVER <br />SHEATHING <br />CJ (TYP.) <br />12 <br />2nd FIN. FLR. 3.5 <br />T.O.M.------- — CJ/WEEP <br />TEXTURED <br />CEMENTITIOUS <br />FINISH ON C.M.U. <br />(TYP.) <br />-F.FL.----------------- t — — — — -1 — — — — — — ————————— L — — — — — — <br />REAR ELEVAT <br />ION -B <br />SCALE: 1 /4"=V-0" <br />RIGHT ELEVATION - B <br />SCALE: 1 /4"=V-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 construction 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 o <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 />• OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT <br />• SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SO. FT. <br />*If not enough vented soffit is provided due to fire protection, the contractor shall use the <br />following approved vents: <br />• LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA / FT. <br />"Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) 19 = Linear Ft, of Deck -Air Needed) <br />C7 <br />Z <br />— o <br />z� <br />�C <br />U <br />Cz <br />V) "D <br />(3) C <br />"I--i w <br />�V — <br />N <br />V I <br />r— <br />� <br />o 0 <br />CD [V <br />-gym T^ Imo-- E <br />iT M M <br />— U <br />O O N <br />0 <br />UO3 <br />�U_00 <br />0-00 <br />o <br />°L rn <br />CO °n CD <br />A ¢ o <br />A I <br />®® <br />N•C •C <br />B.D <br />® <br />H o m Y, <br />Z LU - 2Z z <br />'� w_ « ap <br />U <br />LU <br />LU <br />Z <br />io 0 <br />ca =4 C ° <br />Z T <br />LLN� 5'A/1 <br />®IN '•'� ❑ <br />F <br />- C) <br />0�: <br />0 � <br />Q <br />//P11,11111imill <br />aV°v\ <br />To the best of the Engineer's 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 />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />oz <br />�5 <br />wo <br />za <br />is <br />F <br />Z <br />U400 <br />�z0 <br />O <br />OW-Q <br />uJ <br />S0Uo <br />W <br />^ <br />L.L <br />W <br />oZ <br />o <br />z <br />rL <br />Q <br />z <br />-' <br />d' <br />z <br />J <br />J W <br />U <br />(n <br />ro <br />M <br />Q <br />Q <br />°moo <br />�Yr- <br />o <br />WuJ <br />m5 <br />ap� <br />y <br />lk <br />CV <br />op ZQZQ <br />W2a� <br />aI <br />Q <br />Q4Ua <br />VJ � c <br />z <br />Z <br />d- <br />IN <br />O <br />o-o <br />� a ti <br />W <br />Ln <br />LU <br />LLj <br />� -, 8 <br />no<¢ <br />oPF <br />� <br />¢ <br />z <br />a'dz <br />N <br />Z <br />Z <br />a Boa S <br />R <br />Cal <br />O <br />g <br />= <br />J <br />a LU <br />r-+ <br />a <br />cn <br />s <br />SCALE : AS NOTED <br />DATE : 4/5/2019 <br />TECH: 3BERCHAL <br />VERSION NO. 3ol <br />SHEET NO. <br />3.2 <br />
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