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Y. 1, L I I ..;. d! :: I :. p.l. 11e.IL,Itl161�..YI.:YIII.YYIY.l1.l�iW!l1 I,Y .#IA#I NefLt!-W .IWI lul AIMY �►I+1.1 III ! 1 III Il.0 ul t.l If 1 �I! .NLL I111 ii. ��,Il l_,... _.1�1. _.I,�J�,..��— <br />liilll�fd �Ill�l r i; .� ,�. ��..�,�iLll, �.�!�I:��ilhi6.��LulE.iilt��llrrd�IV�111114JV1�;�iUltJl�11�{��I I ll, W�.�lpl��4 �IIEYIYIIiIuIIV�Y�11111�I�UY1WIYl�lll�4»bll�l ,,��w�>!i� i>,:�YV�I�ilY6l�llll■IFllh�lj��..�.�,.u►,".t;.4V�l�.l.,�ai� a .�.. �il� >,�I �1—Y�u ��u�a���� ��u��.a,���,t�V I t _ a i — <br />r <br />COMPOSITION SHINGLES <br />ROOF INSTALLED AS PER <br />MANUR SPECIFICATIONS <br />1 <br />--- 1 -0' F— ---- <br />12 <br />5�� <br />8'-0" RIDGE VENT <br />F4 <br />/ — 1" x 4" SMOOTH <br />12 TEXTURED <br />I I 5 TRIM / BAND <br />6" FASCIA <br />l ) (TYP) <br />T.O.P. <br />HDR HGT. <br />1"x12"SMOOTH lul ICI ICI ICI <br />TEXTURED 25 SH 25 SH 12 <br />TRIM / BAND FLASHING �5 <br />---------------- �--- <br />/— — — \ <br />1" X 8" SIMULATED 1E UM <br />0 <br />WOOD FINISH <br />-------- - ------ <br />-] -1 <br />F5 <br />2nd FIN. FLF <br />�Ij <br />GHDR <br />HGT. <br />DECO <br />COVBEL <br />TEXTURED <br />CEMENTICIOUS <br />25 SH FINISH ON C.M.U. <br />F.FL. <br />1 <br />�loo <br />r <br />e0 <br />b0 <br />1 <br />00 <br />FRONT ELEVATION - Al <br />12' RIDGE VENT <br />HDR HGT. <br />N <br />2nd FIN. FLR.� <br />T.O.M. <br />_ HDR HGT. <br />ti <br />_ F_F <br />1'-8" 1 <br />1 GABLE END VENT <br />SCALE: 3/4"=T-0" <br />W <br />0 <br />LEFT ELEVATION - Al <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 -Resistive Barriers. <br />Water -resistive 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 (paper <br />backed 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 constructions 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 11150 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 FOLLONANG 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 SQ. IN. OF NET FREE AREA / UNIT <br />• SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. <br />Coastal Flashings <br />All flashing material for coastal locations (ex: within 3,000 feet of the <br />ocean) shall be corrosion resistant material (ex: zinc and/or stainless <br />steel) and shall be selected for compatibility with adjacent wood <br />preservatives per the manufacturer's recommendations. <br />i <br />, <br />O <br />.•'�'' <br />i'4p6t(I�t <br />°4 <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 <br />Florida Building Code - <br />Residentlal 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 />W <br />Q <br />ECo M <br />U N CID 00 <br /># <br />N <br />O 9 C) CotJ J <br />M N N L0 W ly tt <br />0 <br />M <br />M .a J# w w <br />3 �" LLLLaa <br />0)rNi <br />4 <br />w vi <br />(L) EL 0 <br />Z <br />Q ) <br />c�v <br />_ <br />� <br />C 9 In m p <br />m oNCO oo <br />W <br />"Z <br />ILW <br />m �oa0 <br />0) <br />N Q C0 Z U 0 J <br />Z <br />°� 000❑ <br />W <br />V M M <br />Z N O <br />co C) <br />Z � <br />z tr <br />/1 <br />Q� <br />CL N <br />M <br />�N <br />1VJ, <br />T <br />U <br />Vi Y <br />� <br />O <br />N <br />� <br />w <br />o <br />N <br />�. <br />� V <br />U °° <br />d <br />w rn <br />` E <br />O 8o <br />_ <br />�Q <br />c U) <br />Q � � <br />cfl <br />w <br />o <br />Li- <br />ai E <br />> v <br />E o <br />uj <br />t_ <br />ZsE <br />CU H <br />_ <br />Ro <br />o <br />00 <br />pU <br />w <br />zN <br />2�zZ <br />L <br />C/) <br />ZYU <br />m0 <br />Z <br />7 <br />o <br />� <br />CL S <br />ozFw <br />o <br />N W <br />o <br />°z <br />w <br />¢� <br />x0 <br />}o <br />� <br />o< <br />ZIQ <br />a <br />o� <br />U �} <br />.y O <br />J <br />>IM <br />L <br />0 <br />� <br />2 <br />W <br />.> <br />C0 <br />O <br />�C <br />CIO <br />Q <br />s <br />L <br />° <br />C:)CL <br />Cfl <br />m <br />`- <br />C <br />It <br />a <br />O) <br />... <br />J N <br />T <br />00 <br />= <br />0LO <br />N <br />.0o <br />N <br />O <br />m <br />w <br />M <br />r) T_ <br />iri N <br />d <br />Z <br />Z <br />E OCIO <br />a <br />v <br />¢ o <br />� <br />JOB <br />NO: <br />20-1132 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />3.1 <br />01 e <br />