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1 4 <br />Lo <br />C=) <br />P! <br />LO <br />C14 <br />20 <br />1E <br />LO <br />C14 <br />C.0 <br />�2 <br />00 <br />� I <br />CIO <br />Q> <br />E <br />0 <br />2' <br />C14 <br />F—_ <br />3 TAB SHINGLES ' ROOF <br />INSTALLED AS PER MAN <br />SPECIFICATIONS 16' RIDGE VENT <br />12 <br />5[�:� <br />I-@ <br />- - - - - - - - - - - - - - _HEEL HEIGHT <br />_!t T.O.P. <br />HDR. HGT <br />K_� /-TEXTURED <br />TYP. CEMENTITIOUS <br />FINISH OVER <br />FIS 12 SHEATHING <br />,(§- � E = I E 5 (TYP.) <br />TYP. r- <br />1 " x 10" SMOOTH <br />TEXTURED <br />HEAD/BAND 2nd FIN. FLR. <br />r 2 <br />ci T.O.M. <br />------------ <br />HDR HGT. <br />------------------- ------------ <br />/I fII=RAr-K1TIT1n1 Iq <br />'--TEXTURED <br />1 " x 6" SMOOTH <br />TEXTURED <br />HEAD/BAND <br />F_ <br />60 <br />------- Ll --- ------- I F_ _1 ------ I ------ 1-1-1 ----- IL ------ 11--- <br />b <br />9 <br />F_ <br />3 TAB SHINGLES. ROOF — <br />INSTALLED AS PER MANUF. <br />SPECIFICATIONS <br />10'RIDGE VENT <br />2nd FIN. FLR. <br />12 <br />Z::��5 <br />12 <br />T.O.M' CJ /WEEP <br />HDR HGT. <br />- --- ----------------------------------------------------------------- <br />[ 3'-O"T � 7-10" i� <br />9 <br />F__ <br />12 <br />­�� 3 <br />00 <br />OP <br />50 <br />General Notes <br />ROOF CRITERIA: <br />12" OVERHANG U.N.C. <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 />R703.6 Exterior plaster. <br />Installation of these materials shall be in compliance with ASTM C <br />926 and ASTM C 1063. <br />R703.6.1 Lath. <br />All Lath and lath attachments shall be of corrosion -resistant <br />materials. Attached per ASTM C 1063. <br />R703.6.2 Plaster. <br />Plastering wl 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 />R703.6.3 Water-Resisitive Barriers. <br />Water-resisitive barriers shall be installed where cement plaster <br />a water -resistive vapor -permeable barrii r. 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 />R703.8 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 />FRONT ELEVATION - A <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 />SCALE: 1/4"=V-0" <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 />• 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 Roofl - 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 />— — — — — — — — — — — — — — — <br />— — _-- _-- — — — — — — — — — — — - <br />------------------------------------- - - <br />� FZ-V�" <br />F. FIL - - - - - - - - J-1 I <br />TEXTURED <br />CEMENTITIOUS <br />FINISH ON C.M.U. <br />(Typ') <br />RIGHT ELEVATION - A <br />U) <br />V) (D <br />Q) C—f 3 <br />Lu <br />0 LU <br />V) <br />E <br />0 <br />NZ C) <br />0 C�. <br />Fn r— <br />04 <br />Lu <br />E <br />8 <br />0 co <br />-1,0 "1 <br />C M <br />-0 co <br />2 <br />0 C 04 <br />U (D <br />a) <br />00 <br />0 <br />0 <br />Cn <br />6 <br />Lo 2L 7t <br />9 < C3 <br />A I <br />N C B D <br />C9 U) (CM, Z� <br />LU 0 <br />Z: z <br />U) <br />LU U) <br />- <br />ED 0, <br />In— <br />Z 0 <br />U) I <br />Z3 <br />Z U)ME <br />LL 0' <br />LU <br />E <br />z. <br />% F L-0 <br />To 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. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />LE IM N A R <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />0 Z <br />0 <br />z <br />z <br />z (L <br />< <br />U_ 0 <br />0 <br />0 <br />n X <br />< <br />z Z <br />0 Z <br />Lu <br />< <br />0 <br />8 <br />< <br />LU <br />8 <br />a <br />_J <br />LU <br />z <br />0 <br />UJ <br />z <br />-0 <br />C) <br />2: <br />fV <br />L_ <br />Q) <br />Cl) <br />z <br />0 <br />> <br />M <br />Z< <br />uJ <br />U <br />Ln <br />re) <br />< <br />F_ <br />F- 0 <br />�e r- <br />2: <br />0 <br />Ir <br />Wu 0 <br />�6< <br />011 a�:,i <br />r'4 <br />LL- <br />Z <br />0 <br />In <br />< <br />rs 0. <br />08�2 <br />Z <br />z <br />r*4 <br />r14 <br />U_ 2: <br />L.2 a 2 � <br />U.J <br />< <br />6j <br />< <br />z <br />< 6 U-m <br />68 <br />U <br />0 < <br />S) � <br />8 <br />W<Z <br />11714 <br />111,..0 <br />tu <br />0 <br />06 <br />Z <br />LIJ <br />rn <br />V-11 <br />10- <br />1 U0 <br />SCALE AS NOTED <br />DATE 10/2/2018 <br />TECH: MJAMES <br />VERSION NO - 42 <br />SHEET' NO. <br />3.1 <br />