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1 L.. -- -- - - I I I I 1 1 II 1 1 1 1 11 I 1 1 1 1- ---� I I mit <br />3 <br />,o <br />42 <br />0 <br />C <br />Cr <br />0 <br />a <br />rn <br />c0 <br />0 <br />I <br />0 <br />J <br />0 <br />0LO <br />I <br />O <br />CAD <br />0LO <br />I <br />N <br />i <br />v <br />Cr42 <br />N <br />10 <br />0 <br />I <br />0 <br />J <br />0 <br />I <br />Lo <br />0 <br />I <br />N <br />rrntzl <br />0 <br />�v+ <br />C <br />3 <br />0 <br />i <br />d <br />E <br />v <br />J <br />y <br />LL <br />c> <br />v <br />c <br />U <br />N <br />V <br />d <br />0 <br />i <br />z <br />Y <br />i <br />a <br />v <br />O <br />J <br />v <br />LZ <br />N <br />O <br />V <br />rn <br />r <br />N <br />0 <br />CL <br />N <br />O <br />0 <br />Q <br />m <br />v <br />=02 <br />ppp- <br />_ A — — — — — — --- — — <br />-HINGLE - _ _- _-_ _ - - - - - - — - -i -6" REVEAL <br />-_ <br />SHIN LES <br />��IDING <br />6" BANDING <br />II <br />I <br />N� <br />�N <br />6" REVEAL <br />HARDI-BRD. <br />SIDING <br />NI <br />I <br />■Inllllilllie� .�AI�IlIlP <br />12 <br />!;Z�5 <br />Im '1111IM111111 r, !' '- ' = IIIIINIII IIIIIIIIII � = � IIIIIIIIII IIIIIIIIII � N � I� � � NIIINIII IIIINNIII � ° � IIIIINII IIIIINIII <br />,��'�� r�� IIIIINIII 11111111 IIIIINNI IINII1111 _ 1 1 1 �11 I NIIIIIIII Illltlllll 1111111111 ININIII <br />® -_ IIIIIIIIII IIIIIIIIII IIIIIIIN illlllllll i1 �� 1 NIIIIIII lilllllllll Illlllllli iIINNIII <br />.AD <br />I UNION]SIMILAR SIMILAR <br />: ... ... <br />12 <br />5L,o� <br />--- I,------------------- <br />OFF RIDGE <br />VENTS, TYP. <br />OFF RIDGE <br />VENTS, TYP-_ <br />(1787) <br />FRONT ELEVATION <br />SCALE: 3/16"=V-0" <br />12 <br />�Q5 <br />HEEL <br />- - - - - T.O.P. ° <br />-------------------+------------------- ----- +--------------------- -- --- <br />HDR. <br />TEXTURE <br />FINISH O <br />0 0o <br />TEXTURED­/METEXTURED <br />FINISH FINISH <br />12 12 STANDING SEAM <br />12 (2) 39"x59" SH 2 39"x59" SH 4L,� <br />7— <br />+1" PAD — - SHINGLES <br />a <br />16" BAND <br />I <br />TEXTURE <br />(2) 39"x59" SH FINISH <br />I <br />(1787) <br />(1666) <br />2 39"x59" SH (2) 39"x59" SH 12 1 B <br />IhEt�GLASS �"`"�-�-T ---------------------- ---- F.FL. <br />sk <br />SHINGLES":- �_ _�T_ +1" PAD <br />CLG. HGT. <br />D <br />I I <br />TEXTURED <br />I <br />(1666) <br />(1787) <br />REAR ELEVATION <br />SCALE: 3/16"=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 />R703.7 Exterior Plaster. <br />Installation of these materials shall be in compliance with ASTM <br />C926 and ASTM C1063, or ASTM C1787 and the provisions of <br />this code. <br />R703.7.1 Lath. <br />Lath and Lath attachments shall be of corrosion -resistant <br />materials. Expanded metal or woven wire lath shall be attached <br />with 1-1/2" long, 11 gage nails having <br />a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in <br />accordance with ASTM C1063 or C1787, or as otherwise <br />approved. (Refer to sheet SN1 for the engineered method for <br />Lath attachment.) <br />Lathing Accessories <br />Attachments shall be of corrosion -resistant materials. <br />Wood Application: 16 Ga.x1-1/2" long (3/4"-V crown) staples @ <br />6" O.C. vertically/horizontally into the framing members. <br />Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. <br />min. @ 6" O.C. vertically/horizontally or compatible adhesives, <br />exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. <br />or in a semi -continuous bead between the solid plaster base and <br />the solid portion of the key attachment flange. <br />Control Joints: Install control joint lathing accessories in <br />conformance with C1063. Lath shall not be continuous through <br />control joints, but shall be stopped and tied at each side. <br />All accessories shall be in accordance with the latest ASTM <br />C1063 & ASTM C1861. <br />R703.7.2 Plaster. <br />Plastering with cement plaster shall be not less than three coats <br />where applied over any type of code -approved lath and shall be <br />not less than two coats where directly applied over masonry, <br />concrete, clay brick, stone, or tile. If the plaster surface is <br />completely covered by veneer or other facing material or is <br />completely concealed, plaster application need be only two coats, <br />provided total thickness is as set in Table R702.1(1). <br />Cement plaster shall be in accordance with ASTM C926 and <br />material shall be in accordance with one of the types listed in <br />R703.7.2. <br />R703.7.3 Water -Resistive Barriers. <br />Water -resistive barriers shall be installed as required in Section <br />R703.2 and, where applied over wood -based sheathing, shall <br />include a water -resistive vapor -permeable barrier with a <br />performance at least equivalent to two layers of Grade D paper. <br />The individual layers shall be installed independently such that <br />each layer provides a separate continuous plane and any flashing <br />(installed in accordance with Section R703.4) intended to drain to <br />the water -resistive barrier is directed between the layers. <br />R703.2 Water -Resistive Barrier. <br />One layer of No. 15 asphalt felt, free from holes and breaks, <br />complying with ASTM D226 for Type 1 felt or other approved <br />water -resistive barrier shall be applied over studs or sheathing of <br />all exterior walls. No. 15 asphalt felt shall be applied horizontally, <br />with the upper layer lapped over the lower layer not less than 2 <br />inches. Where joints occur, felt shall be lapped not less than 6 <br />inches. Other approved materials shall be installed in accordance <br />with the water -resistive barrier manufacturer's installation <br />instructions. The No. 15 asphalt felt or other approved <br />water -resistive barrier material shall be continuous to the top of <br />walls and terminated at penetrations and building appendages in <br />a manner to meet the requirements of the exterior wall envelope <br />as described in Section R703.1. <br />R703.4 Flashing. <br />Approved metal flashing, vinyl flashing, self -adhered membranes <br />and mechanically attached flexible flashing shall be applied <br />shingle -fashion or in accordance with the manufacturer's <br />instructions. Metal flashing shall be corrosion resistant. <br />Fluid -applied membranes used as flashing shall be applied in <br />accordance with the manufacturer's instructions. All flashing shall <br />be applied in a manner to prevent the entry of water into the wall <br />cavity or penetration of water to the building structural framing <br />components. <br />Self -adhered membranes used as flashing shall comply with <br />AAMA 711. All exterior fenestration products shall be sealed at <br />the juncture with the building wall with a sealant complying with <br />AAMA 800 or ASTM C920 Class 25 Grade NS or greater for <br />proper joint expansion and contraction, ASTM C1281, AAMA 812, <br />or other approved standard as appropriate for the type of sealant. <br />Fluid -applied membranes used as flashing in exterior walls shall <br />comply with AAMA 714. The flashing shall extend to the surface <br />of the exterior wall finish. <br />Approved flashings shall be installed at the following locations. <br />• Exterior window/door openings. <br />• Intersection of chimneys or other masonry construction 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 intersection. <br />• At Built-in gutters. <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 />REV. 09.24.21 <br />"d <br />N <br />Q <br />.. <br />0 <br />X <br />© c <br />�- <br />a <br />J � <br />U <br />} <br />a <br />a¢�J <br />0 0 <br />0w <br />�Ey. i �rf�ie /pry;9 <br />f <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 2020 <br />Florida Building Code - <br />Residential 7th 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 />M' W <br />X Q <br />Q <br />p N <br />Aa: V <br />a)C a S <br />ICU <br />y <br />0 V7 * J <br />�M055z2 � u_ <br />Q <br />C J 5 u W <br />_Z <br />CocL� a o <br />o_ <br />O m O o <br />Z� <br />LLW <br />(ern°' m <br />M Z Q F <br />I- <br />N <br />oU U O <br />Z <br />W <br />❑ ❑ <br />V M � <br />0 0 <br />Z <br />z <br />Q <br />a <br />N <br />z <br />C9 � <br />� <br />— <br />4, <br />ww � <br />U <br />O <br />N <br />w o <br />c <br />Y <br />N <br />� <br />U it <br />& 's <br />J E <br />t <br />d <br />U =O N <br />c V' <br />Q � rn <br />0 <br />� <br />w <br />C!J <br />O <br />� <br />cl E <br />aLL <br /><o <br />Q <br />E <br />wz <br />z® <br />oa <br />H <br />&a <br />U° <br />� <br />oz <br />Z <br />O <br />ci <br />a <br />N tro <br /><o <br />m� <br />C¢ <br />CJ) <br />Y <br />U <br />N <br />Ott <br />Z <br />Z <br />J <br />m <br />U <br />G W <br />Z h <br />N <br />N <br />a° <br />°off <br />Za <br />az <br />CL <br />LLNW <br />W <br />C:) <br />az <br />J <br />wa <br />=y> <br />r <br />co <br />� <br />oa <br />za <br />a <br />o- <br />o3 <br />c <br />o T <br />> Cy) <br />T <br />rn <br />m <br />L <br />CD <br />n <br />o <br />CO^o T <br />Q <br />Q <br />=3 O <br />T <br />0, <br />CV <br />Co <br />l� <br />cc> <br />"' co <br />CV <br />= <br />O <br />N <br />LO <br />O <br />G <br />�_. <br />Q <br />Cn <br />Lii <br />C.0 <br />T <br />T� <br />E <br />_ CV <br />N Ln <br />O <br />Z <br />Z <br />E I� <br />E <br />� <br />Ii <br />a o <br />JOB <br />NO: 22-05604-05601 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />9 <br />