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3 TAB SHINGLES. ROOF <br />INSTALLED AS PER <br />MANUF. SPECIFICATIONS <br />1" x 9" SMOOTH <br />TEXTURED <br />HEAD/BAND <br />12 <br />5 _ - - - _ <br />1a00 <br />12 <br />5 <br />HEEL <br />-ii -_ .- -- ----- 5�- - -� -- j- -- --------------- <br />_ — -bL -----------F4-------- - - - - T.O.M. <br />F77 I <br />Cl 1:1 F77 F[7�1 E] EJ E] <br />0 LL 7== � I E-1 7E] EEI EE 11 EE I :E: I <br />I 5 <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />HDR HGT <br />TEXTURED <br />CEMENTICIOUS FINISH <br />ON C.M.U. (TYP.) <br />1 2" x 4" SMOOTH <br />TEXTURED a <br />SILL / BAND <br />I--------F.FL. <br />------------------------------- <br />T4' RIDGE VENT <br />7=s <br />12 <br />5 77 <br />3 TAB SHINGLES. ROOF 18' RIDGE VENT` <br />INSTALLED AS PER MANUF. — <br />SPECIFICATIONS <br />T.O.M. - --- - - <br />HDR HGT. <br />-----------------------------------------------------,- <br />TEXTURED — <br />b CEMENTICIOUS <br />9 FINISH ON C.M.U. <br />Co <br />(TYP.) <br />F. FL. <br />bo <br />2'-0" <br />PRE -ENGINEER TRUSS <br />REFER TO STRUCTURAL — <br />PLANS FOR BEAM SIZE <br />2"X4" TYP. —� <br />5/8" TEXTURED OVER - <br />MTL. LATH & 7/16" OSB <br />SHEATHING & FRAMING <br />AS REQ. <br />REFER TO STRUCTURAL <br />PLANS FOR POST SIZE <br />12" <br />2x FRAMING AS REQ. <br />POST TO CMU <br />CONNECTOR - REFER TO <br />STRUCTURALPLANS <br />(1) 2"X4" TYP. <br />(2) 2"X6" TYP. <br />SEE FOUNDATION PLANS <br />FOR FOOTER SIZE <br />12 <br />5� <br />COLUMN DETAIL <br />fn <br />w <br />w <br />U) <br />w <br />FRONT ELEVATION - 61 <br />RIGHT ELEVATION - B1 <br />E: 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 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 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 FOLLOWING VALUES, SEE ROOF FLAN — <br />(Values to be verified with Manufacturer Specifications) <br />• RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. <br />• OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT <br />• SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. <br />• O'HAGIN WEATHERMASTER (Shingle Roof) - 72 SQ. IN. OF NET FREE AREA/ FT. <br />(Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 72 = Amount of O'Hagin Vents Needed <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 SQ. IN. OF NET FREE AREA! VENT <br />—Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 66.26 = Amount of O'Hagin Vents Needed <br />n <br />z M <br />_ CD <br />z�z <br />J <br />a <br />z <br />C <br />4.1 <br />cn <br />(DM <br />4--J L_LJ <br />o <br />— <br />O"1 <br />c <br />E <br />o 0 <br />U <br />IJ E W <br />N M <br />cmIn N O M <br />= <br />U <br />(✓ J. <br />L L L. 00 <br />00 <br />0Cn Y <br />a <br />pp <br />0 <br />Q 271 <br />O <br />QA <br />BD. <br />N� <br />� r� <br />/r <br />g ° <br />O•� <br />„J <br />= au � <br />C Lq <br />m N <br />yfCy^ 4. <br />07 <br />LL OW <br />Z <br />r E S <br />-, <br />`\`� <br />To the best of the Engineer's knowle lion, and <br />belief, the structural plans and specifications contained <br />within these drawings comply with the 2017 Florida <br />Building Code - Residential 6th Edition. Engineer's <br />signature and seal is only for the structural engineering <br />portions of the drawing pages bearing Engineer's signature <br />and seal. <br />O <br />zN <br />N <br />0 <br />ate-+ <br />> O <br />M <br />a "gyp LI) <br />C /1 <br />HL <br />iiY U a 000 <br />a <br />E <br />z 1110 <br />WJ <br />C:11 <br />d' <br />5 <br />W — <br />za <br />a <br />f H <br />Cl) <br />z <br />u, <br />U z O <br />O <br />z�Lu � <br />�=)z <br />Q <br />�0U <br />/ <br />W 8 <br />& <br />OULL�1N <br />s- <br />W <br />J <br />�uO <br />,ZZ- o <br />r <br />! <br />W <br />W <br />$Z <br />Z <br />G <br />Z <br />DC <br />Q <br />� <br />�� <br />L ) <br />Fn <br />M <br />U <br />= <br />a <br />z <br />�z <br />�f <br />o� <br />a�0 <br />F ^ <br />o <br />O <br />«P <br />U Y <br />N <br />A <br />` <br />� <br />Z of <br />W Z J <br />I�QaQ <br />Q <br />ZSjwO <br />,A`� <br />2 <br />Z <br />W <br />a <br />LJ.I <br />Q <br />di <br />Z <br />ra z o <br />U <br />$wZ L1J <br />N <br />p <br />Z <br />a <br />z <br />coo <br />O <br />g <br />= <br />z <br />rn <br />T­_4 <br />a <br />cn <br />SCALE : AS NOTED <br />DATE : 3/19/2018 <br />TECH: MJAM ES <br />VERSION NO- 10 <br />SHEET NO. <br />3.1 <br />