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1 1112 !. I I IL 1 L !I[IMPI e11. 771 1!e.? IIIIH'., I rV . 11 111 1 I 1-- —.. 1 1 I t 1 _ I <br />I L - —1 — — - I I I L ____ <br />J—I1 1. 1 1 11 <br />91 <br />v <br />M• <br />2,-0„ <br />HEEL - __ --- -_ -- <br />------------------ - _L -- -_ - - - , _ — ---- <br />1" x 4" SMOOTH <br />TEXTURED —- <br />HEAD / BAND <br />T.O.M.-- <br />HDR HGT. <br />TEXTURED <br />CEMENTICIOUS <br />FINISH ON C.M.U: <br />(TYP. ) <br />-- - - -- _— --_ - -- 3 TAB SHINGLES. ROOF <br />12 W -_ — -- INSTALLED AS PER MANUF. <br />_ <br />5 � �_ -� SPECIFICATIONS <br />0 0 [7-7- 1:7 �� 7_� <br />-_--- - --- - - 1" x 9" SMOOTH <br />TEXTURED <br />L_�l <br />HEAD/BAND <br />co LJ <br />I � <br />F.FL.LJ I ----------- <br />+3" SMOOTH <br />1 TEXTURED BAND <br />2" 1 1 :, 2" <br />PROFILE <br />SILL <br />71,E <br />ELEVATION <br />(j)QDEECORATIVE SILL <br />FRONT ELEVATION - B <br />14'-0" RIDGE VENT <br />-- - - 12 <br />-- - -- -' -- -- _ , 5 <br />T-0" RIDGE VENT <br />12- <br />-- <br />-_ - - <br />_ 12 <br />3 TAB SHINGLES ROOF <br />INSTALLED AS PER M NUF. <br />SPECIFICATIONS <br />— Y - <br />-- <br />r <br />T.O.M. <br />— <br />HDR HGT. <br />TEXTURED <br />CEMENTICIOUS <br />FINISH ON C.M.U. <br />(TYP. ) <br />-- F.FL. <br />N <br />SCALE: 1 /4"= V-0" <br />LEFT ELEVATION - B <br />SCALE: 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 />R703.6 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 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 />R703.6.3 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 />R703.8 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 />Attic Ventilation to be in compliance with the Florida Building Code 5th Edition <br />(2014) 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 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 FOLL0IAANG VALUES, SEE ROOF PLAN — <br />(Values to be verified with Manufacturer Specifications) <br />• RIDGE VENTS 15 SQ. IN. OF NET FREE AREA I LINEAR FT. <br />• OFF -RIDGE VENTS 138 SO. IN. OF NET FREE AREA I UNIT <br />• SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. 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) / 9 = Linear Ft. of Deck -Air Needed) <br />• O'HAGIN (Tile Roof) - 86.25 SO. IN. OF NET FREE AREA / VENT <br />**Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 8625 = Amount of O'Hagin Vents Needed <br />UI�2_ <br />Z M <br />— O <br />Z (D <br />z� <br />Q <br />J <br />U) Z <br />tnoC� <br />' <br />V! Cr) <br />4--J w <br />M p <br />U — <br />V) = <br />o <br />o 0 <br />m � <br />UU <br />F— E <br />- $ <br />0)M <br />T m- <br />cc <br />ai <br />Um <br />- LL <br />Y <br />Qo1 <br />05ao <br />r � ) 0 'T <br />o�Q0 <br />co' M � <br />`��`��oittltlNlll/ram <br />N`�� _ N <br />�:a.. <br />• <br />00 <br />6 %_ <br />F 0 C> <br />N <br />co <br />W uiL <br />ciM.1 us <br />clo <br />�0 <br />01 <br />To the best of the Engineer's knowledge, Information, and <br />belief, the structural plans and specifications contained <br />within these drawings comply with the Florida Building <br />Code 5th Edition (2014) Residential. Engineer's signature <br />and seal is only for the structural engineering portions of <br />the drawing pages bearing Engineer's signature and seal. <br />0 <br />0 <br />Z t'V <br />O N n <br />1--I 4-J p <br />1,0 <br />I>-1 U-) M O <br />M <br />a � M Ln <br />a to •,_ �• <br />� r\ <br />U <br />C" , M <br />oC U OL p <br />a <br />E,� <br />z M <br />J � <br />W <br />5 <br />�z <br />w � <br />d <br />Qz <br />i� <br />H <br />U) <br />z <br />waIXX <br />U z O <br />O <br />0 z go <br />z <br />z L <br />w�8 <br />w <br />S o <br />J <br />gz <br />LLI <br />) <br />Lu <br />fu <br />M <br />� <br />� <br />I <br />0 <br />U <br />V / <br />(V <br />Z <br />z <br />� W <br />It! <br />_J <br />0 <br />0 <br />15 m <br />. <br />tV <br />ccgWW<oJJ <br />I I_ <br />W K Q <br />V Q z <br />Q <br />N <br />Q <br />5� <br />Z <br />Z <br />r-4 <br />Lr) <br />.- 2 <br />a �ij C) <br />J <br />rl <br />11J <br />Q <br />L1J <br />z <br />I <br />$zu <br />wg <br />W <br />N <br />�- <br />Z <br />ZLU <br />m <br />a- <br />U') <br />f <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: FFLORES <br />VERSION NO. 2n0 <br />SHEET NO. <br />3.1 <br />