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12 <br />5� <br />HEEL ! 12 \ <br />----------—�5---=\��\ <br />N <br />T.O.M.-----�— <br />HDR HGT. <br />TEXTURED <br />CEMENTICIOUS FINISH <br />ON C.M.U. (TYP.) <br />2" x 4" SMOOTH <br />TEXTURED <br />SILL / BAND <br />F. FL. <br />—-------------------------------------- <br />4' RIDGE VENT <br />12 <br />5� <br />i 1:1EKE <br />1'�I�IL_1!�lf <br />El I�CII JICiIC�IJI <br />r�7 <br />3 TAB SHINGLES. ROOF <br />�— INSTALLED AS PER <br />MANUF. SPECIFICATIONS <br />1" x 9" SMOOTH <br />TEXTURED <br />HEAD/BAND <br />uu L.J] -]]u IL=J <br />-------- <br />12 <br />zz:::�5 <br />PRE -ENGINEER TRUSS <br />1� <br />5 <br />REFER TO STRUCTURAL --- <br />w <br />PLANS FOR BEAM SIZE <br />1 <br />2"X4" TYP. <br />5/8" TEXTURED OVER <br />MTL. LATH & 7/16" OSB <br />SHEATHING & FRAMING <br />AS REQ. <br />II i w <br />REFER TO STRUCTURAL <br />PLANS FOR POST SIZE <br />2x FRAMING AS REQ. V RI S w <br />.I I <br />POST TO CMU <br />WIL <br />CONNECTOR - REFER TO <br />:! <br />STRUCTURAL PLANSlot <br />(1) 2"X4" TYP. <br />;?`. <br />, ri;• <br />(2) 2"X6" TYP. <br />.;�: <br />w <br />• J <br />•V•'f <br />�1 <br />Q <br />;, }• *! ..- ! FIN. FT —I <br />SEE FOUNDATION PLANS <br />FOR FOOTER SIZE — — — — — — <br />(j) <br />OLUMN DETAIL <br />2 0 <br />FRONT ELEVATION - 61 <br />18' RIDGE VENT 3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF. <br />1_ �__P_JL7� SPECIFICATIONS <br />��TL- ��-�,,,,r-_� 1-.�..-�_-�--`��-'.- ..mar., ' 4-,.;•R- i i � _.,.,��_i.�l�--.tea.=r=y.xr-r -.�,�+--f,o.--�:L....-.�-�--'-��-�,�1�..J.-.r�L.. ..--.�..r...�..�_L �y,,,,.,.:�.1�_.i__y =--... <br />— r ice- ---__� T ��.� 1-- + + �- f � _ -� � ��,� .+.. ,-r.•,�r y J �T�-T � - -- '� �--= �-:^:'-.� �-r <br />_ r---- <br />.-- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <br />2'-0" <br />I <br />TEXTURED <br />CEMENTICIOUS <br />FINISH ON C.MA <br />(TYP.) <br />SCALE: 1 /4"=V-0" <br />LEFT ELEVATION - 61 <br />SCALE: 1 /4"=V-0" <br />General Notes <br />ROOF CRITERIA: <br />• 24" 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-reslsitive 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 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 138 SO. IN. OF NET FREE AREA / UNIT <br />• SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. <br />;Z <br />z� <br />z <br />d <br />a <br />I� z <br />tN <br />�U <br />OL1J <br />U <br />L.iJ <br />so ~ <br />C tp M <br />120 <br />0LL� <br />LO <br />d <br />�i o <br />cm <br />Al <br />s De <br />N c•H •n.t: <br />(IFrF <br />V <br />it <br />W -�. Q• � r,,, <br />z <br />iy "- <br />a <br />�Zin <br />To the best of the Engineer's know)Ij+ ,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 />z N <br />O r� <br />t>'-t M O <br />M <br />Q U-) 'p In <br />a to •L �r <br />a <br />IY VCL rt <br />a E� <br />z <br />W <br />J <br />0 <br />J <br />�S <br />U <br />a <br />0 <br />z <br />O <br />0 o <br />4. - <br />� W <br />J <br />w <br />� rz <br />W <br />W <br />F <br />z <br />LL <br />� <br />'Y^J <br />L 1 <br />to <br />Q <br />1 J <br />z <br />w <br />v <br />= <br />a <br />. <br />.r <br />LPL <br />Luce <br />Q <br />z <br />Lu <br />W <br />J <br />rl <br />L n <br />rl <br />LIJ <br />6i <br />X <br />N <br />Q <br />z <br />� <br />co <br />N <br />006 <br />z <br />t <br />u.l <br />p <br />g <br />SCALE : AS NOTED <br />DATE : 4/12/2018 <br />TECH: MJAMES <br />VERSION NO, 10 <br />SHEET NO. <br />3.1 <br />