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3 <br />I <br />M <br />�[7 <br />v- <br />0 <br />.o <br />i <br />_M <br />0 <br />J <br />I <br />v <br />t2 <br />i <br />rh <br />l <br />N <br />co <br />I <br />rM <br />LO <br />v <br />7 <br />i <br />rn <br />0 <br />J <br />41 <br />rM <br />N <br />N <br />Cr <br />v <br />C <br />c <br />rn <br />3 <br />Q <br />N <br />0 <br />9 <br />on <br />O <br />CL <br />c <br />c <br />J <br />/• <br />E <br />0 <br />v <br />U <br />t� <br />M <br />O <br />N <br />O <br />a <br />0 <br />a <br />P0 <br />0 <br />N <br />O <br />0 <br />0 <br />d <br />0 <br />W <br />T <br />%7 <br />83" <br />c CORBEL DETAIL <br />SCALE: 2"=1'-0" FYPON: DTLB4x6x9 <br />0 <br />7" <br />B KEYSTONE DETAIL <br />SCALE: 1 /2"=1'-0" <br />F <br />I <br />----F-------- <br />A WATER TABLE DETAIL <br />SCALE: 1/2"=1'-0" <br />L t_ __ t t t t <br />T.O.P. --- --- - =-' ---TFLI <br />- ---------------- -�-------- -�i �t - -- ----- - - - - - - <br />-- - - ------ 1 1 - - .�TRtM L`' - ---- -- - - - --- --- -- <br />HDR. - - - t2 __ _ : - HDR T. - O.P. <br />----- -- -- -- -- — I I --- --- --- -- ---� <br />a lu a a a SH L ERS © o 0 0 o o a o 0 <br />(T� •) o 60 <br />as a o l o o© Flo P a o l <br />co <br />1 1 <br />TEXTURED FINISH MOD 25 SH MOD 25 SH MOD 25 SH MOD 25 SH - MOD 25 SH Q - <br />Q MOD 25 SH z MOD 25 SH MOD 25 SH MOD 25 SH -MOD 25 SH Z O Z Z <br />16"BAND- --- ----- -- T---N�------------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - N� -_---------,1-16"BAND---------_------_------------------�� - - --- Ng ---16"BAND -- - F.FL <br />CLG.HGT. --------------------------- ----- ------------------- - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - -------------------------- --- CLG.HGT <br />----------- _ _ <br />TEXTURED FINISH 9 TEXTURED FINISH <br />0:11 1 -1 El 1 �E.1El 1��� ��� � Dec oar ��� _�o o � �� ❑�E �E _ �� oo <br />�:] El F-1 - L-1 [-11-1 E <br />o 0 <br />F-7-47-----� --j <br />-�-El La❑� �� �� �� �00 Ono <br />UNIT -A 1532 <br />FIBERGLASS <br />SHINGLES <br />12 <br />4.0F <br />_—S [ . <br />UNIT-C 1624 1 UNIT-C 1624 <br />I <br />l . ...1 -.I-- . I I 1 .TAT T <br />Z-J ,- i i `I_ <br />DO -8'x7'CARAGE DO <br />A <br />UNIT-C 1624 9 UNIT-C 1624 <br />UNIT -A 1532 <br />FRONT ELEVATION - STANDARD (STD <br />SCALE: 3/16" = 1'-0" <br />12 14.0 <br />R <br />J ( L Jl FIRE GLASS <br />SHINGLES <br />T - J_ J[ T <br />T _T T _.L .. ... _.7. _. � <br />J_Z�-� i ._C <br />_ _ Z r_L 1 �L <br />l ... _ [ _ .-_ I.TJ-_T_ TL T� _ r_ J._ T _ <br />T- Y_z J_I_ [ �z �_ T - -. I [ L (�_[ i.i J T--. _. I._ T[._C I[ _ 1 �. �C_J.l -Fill�1 _C JI .._ �1.I �_� J. ���1J �1__ <br />T.O.P. _ _J T.O.P. <br />HDR.——— —I---- -------- ---- ----- HDR <br />CO O50 <br />o <br />Zo I I I I I <br />e <br />M H 2 H M D 2 H MOD 2 H MOD 25 SH MOD 25 SH MOD 25 SH MOD 2 SH MOD 25 SH M D H MOD SH H <br />oZ MOD MOD 5S - Z O 5S 5S 5 O 25S O 25 MOD25S <br />+ _ 1 ( J = Fri <br />- . ZJ _ 1. _1 a.T l_. _ 1- TC -= F.FLA4Z <br />T.O.M. J_ _ l_ L_ - T l - -_ _ _ T.O.M <br />TE TURED TE TURED TEX URED <br />e� FI ISH FI ISH FINI H <br />8� o� <br />I I I I I <br />L—IL F.FLJ <br />F.FL. - - - -- <br />-- -- - - - - - - - - ---------- -- <br />6068 SGD <br />6068 SGD UNIT -A 1532 UNIT-C 1624 + 6068 SGU N IT-C 1624 UNIT-C 16246068 SGD U6N UNIT -A 1532 IT-C 1624 8 SGD 6068 SGD <br />REAR ELEVATION - STANDARD (STD <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 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"A" 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 accordancewi h 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 manufacturers <br />instructions. Metal flashing shall be corrosion resistant. <br />Fluid -applied membranes used as flashing shall be applied in <br />accordance with the manufacturers 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 juncturewi h the building wall with a sealant complying <br />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+� <br />N <br />N <br />r• NJ <br />V_ c <br />CD <br />N c0 O a <br />•'; y N `rC <br />d <br />5: E "" c <br />d C, <br />CR # <br />�.d45d <br />� N C <br />}CZ•� <br />N C G <br />Co <br />0 <br />a � <br />0 <br />CM <br />O <br />CV <br />v <br />CV <br />0 <br />P LE <br />.,,o <br />GO�..•• G <br />0E•tVSF• <br />No P 50 <br />J •�.—i <br />- STATE OF wZ <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 Florida Building Code - <br />Residential 7th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />In <br />III <br />c�in0� w <br />_J x n. <br />U. <br />I� <br />V J LL <br />Z 0 <br />o � <br />0 <br />— $ K <br />W�mNco °0'� <br />W <br />o <br />w <br />1.0 <br />LL N M 2 U rVA <br />Z o< o00 <br />W <br />0 <br />P <br />z � <br />z <br />V I — <br />N z <br />�v N <br />V <br />O w 9 <br />N <br />10� <br />U <br />_. <br />¢� <br />412 <br />w <br />i <br />J <br />K <br />gw O <br />cc V <br />fD <br />C <br />C <br />"z <br />o' <br />-U <br />x V <br />od <br />qa <br />W <br />U <br />O V <br />Z� <br />� <br />N <br />L <br />oo <br />d 2 <br />6 <br />w0 <br />°dn <br />R Z <br />z <br />K <br />W <br />} <br />X <br />w3 <br />oLL <br />z <br />Z <br />J <br />No <br />a" <br />Yz <br />Z6 <br />11 <br />az <br />N W <br />NLL <br />IJ <br />o <br />M <br />Wa <br />y0 <br />d H <br />� <br />ild <br />U <br />c <br />oT-- <br />> 00 <br />_ <br />ai <br />� <br />�-� <br />CN <br />c� <br />CO <br />Lc') <br />r <br />00 <br />t— <br />V) m <br />i� <br />r <br />_ <br />p <br />LO <br />.0 C) <br />LO <br />=?� <br />.0 CVO <br />N <br />O <br />c� <br />-1 <br />Ln <br />N <br />u C) <br />d <br />Z <br />Z <br />E 7— y r <br />it <br />U Q p <br />_J <br />JOB <br />NO: 23-13143-13148 <br />SCALE: AS NOTED <br />SHEET NO. <br />7.1 <br />