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rn <br />3 <br />-v <br />I <br />N <br />0 <br />0- <br />rn <br />0 <br />00 <br />Ln <br />LO <br />C7 <br />i <br />d <br />0 <br />J <br />rn <br />Lt <br />r� <br />N <br />I <br />rN <br />r <br />F=— <br />v <br />II' <br />0 <br />i <br />LO <br />J <br />LO <br />i <br />LO <br />N <br />i <br />04 <br />i <br />N <br />C7i <br />i <br />sv <br />0 <br />a <br />cn� <br />.a <br />rn <br />C <br />L <br />f— <br />Q <br />CV <br />0 <br />Cq <br />0- <br />E <br />F— <br />N <br />0 <br />2 <br />v <br />c <br />c <br />J <br />C <br />0 <br />U <br />J <br />a� <br />LZ <br />rq <br />0 <br />0 <br />Cq <br />Cq <br />rn <br />ai <br />a <br />0 <br />a <br />rn <br />CV <br />0 <br />00 <br />rn <br />0 <br />0 <br />d <br />0 <br />z <br />UJ <br />w <br />a <br />m <br />v <br />cn <br />12 <br />4.0F_ <br />FIBERGLASS <br />SHINGLES <br />_L_+ <br />T.O.P.` T r <br />HDR. <br />0 <br />60 <br />o Z MOD 25 SH <br />F.FL. 16" BAND - - - N <br />CLG. HGT. <br />Ira <br />6" <br />c CORBEL DETAIL <br />SCALE: 2"=1 r-0" FYPON: DTLB4x6x9 <br />9" <br />0 <br />"NN KEYSTONE DETAIL <br />SCALE: 1/2"=1'-0" <br />A WATER TABLE DETAIL <br />SCALE: 1 /2"=V-0" <br />i <br />12 <br />14.0 <br />J FIBERGLASS <br />A _, _ SHINGLES <br />rt �._. �.. � �� J -�-� _ _ � - -r � - .��,._�. ��._J. x .-1 1 � i. ti. i � TA <br />A 7_ C <br />l T 20" LOUVER .� r T� T` ��_ <br />- - - - - - - - --- - - ---W47IFIM---- - - - i - - ------------ <br />T.O.P. <br />-- --- ------ -- <br />' SORS <br />H L O- <br />(TY I.) I o 8 <br />o Z MOD 25 SH MOD 25 SH MOD 25 SH MOD 25 SH Z T XTURED FINISH MOD 25 SH BANDMOD 25 SH MOD 25 SH MOD 25 SH Z MOD 25 SH o Z <br />N� N�-------- - 16"---------------------------------N- - -- --- N� ---- -- BAND F.FL <br />-- - <br />L .H <br />TEXTURED FINISH s TEXTURED FINISH <br />s <br />LO <br />00❑0 =00Ej <br />=A 0�u t I 11F0�0 ��0❑ <br />UNIT -A 1532 <br />12 <br />4.01 <br />FIBERGLASS <br />SHINGLES <br />INN I Mimi <br />ININI E I E Emm IMIMIMIMI <br />3068 DOOR 3068 DOUR )OR 8xTGARAGE DOOR 3068 DOOR 8'xTGARAGE DOOR E]DOOR-__ <br />UNIT-C 1624 1 UNIT-C 1624 1 UNIT-C 1624 � '--i70"U,",N1T-C 1624 i UNIT -A 1531 <br />FRONT ELEVATION - STANDARD (STD <br />SCALE: 3/16" = 1'-0" <br />12 <br />74.0 <br />FIBERGLASS <br />SHINGLES <br />T.O.P. - - - - T.O.P. <br />HDR.- - - - __--- HDR <br />oCD 50 <br />cD - <br />o Z MOD 25 SH MOD 25 SH o Z MOD 25 SH MOD 25 SH MOD 25 SH MOD 25 SH MOD 25 SH MOD 25 SH MOD 25 SH MOD 25 SH MOD 25 SH MOD 25 SH <br />T.O.M. in T.O.M <br />I I I I I <br />TE TURED TE TURED TEX URED <br />v FI ISH FI ISH FINI H <br />I I I I I <br />F,FL. <br />---- ------ --- ---------------------- <br />6068 SGD <br />UNIT -A 1532 <br />6068 SGD <br />UNIT-C 1624 I 6068 SGU N IT-C 1624 <br />6068 SGD <br />UNIT-C 1624 <br />6068 SGD <br />UNIT-C 1624 <br />6068 SGD <br />UNIT -A 1532 <br />REAR ELEVATION - STANDARD (STD <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 1-112" long, 11 gage nails having a 7/16" head, or 1-1/2" long, <br />16 gage staples, spaced in accordance with ASTM C1063 or <br />C1787, or as otherwise approved. (Refer to sheet SN1 for the <br />engineered method for Lath attachment.) <br />Lathing Accessories <br />Attachments shall be of corrosion -resistant materials. <br />Wood Application: 16 Ga.x1-1/2" long (3/4"-1" 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 />e+7 <br />o <br />N <br />Z <br />CN <br />_ = � <br />v40 � a <br />ia :C2 L <br />4D <br />tz U. == <br />d� <br />cn max.. -a. <br />c <br />!o sz <br />M <br />CV <br />CV <br />00 <br />cli <br />c. <br />-tY <br />„t <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 2020 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 />g,; F o <br />.p co N W <br />� <br />/gip N 0) <br />.� pV/q� <br />r V <br />UJ <br />A 0rn r- r V LL W <br />s M 3 a WLL <br />? &S w <br />a m -J ti- a C7 <br />C�nl <br />_a o <br />Z <br />wo <br />Y �m car (0m � <br />W o2C4 m <br />w <br />0 o ot o <br />Z O V ❑❑❑ <br />N M <br />o 00 <br />CID <br />W N <br />�W1/ <br />7 <br />C/i z a <br />V1!� <br />LL <br />'JRLN` <br />Tl C1J <br />LU <br />U <br />O w o <br />N o, <br />U c <br />F- E <br />i <br />x�'? <br />C? o <br />U) <br />¢ 0 <br />• <br />®Q <br />N <br />ti <br />o <br />M <br />ch <br />J <br />� <br />Z ¢ <br />0 <br />w <br />Z <br />� <br />E <br />a ® <br />E= Va <br />z o <br />o� <br />� <br />> o <br />Z <br />Z <br />o a <br />a E <br />"o <br />00 <br />CID <br />o <br />< <br />W J <br />IT <br />o <br />C/�Y <br />o <br />m g <br />o0 <br />O O <br />m <br />Q W <br />ro. <br />o< <br />g z <br />go <br />a <br />Cn <br />m <br />a� <br />Fr <br />JY <br />=3 <br />0_ <br />a <br />ol< <br />o <br />c <br />N r <br />00 <br />N <br />I— <br />1 <br />L <br />OTO <br />Liz <br />T <br />1 <br />T <br />L0 <br />60 <br />r- <br />V) m <br />00 <br />r <br />= <br />ate-+ <br />CV <br />F— <br />O <br />LO <br />:+= <br />C'M <br />LO <br />1 <br />T' <br />N <br />Ln <br />Co <br />0004 <br />r <br />_ I <br />Z <br />cc <br />Z <br />7 N <br />E O (n <br />co <br />c <br />c <br />a) <br />U J Q 0 <br />JOB <br />NO: 23-12154-12159 <br />SCALE : AS NOTED <br />SHEET NO. <br />7.1 <br />