Laserfiche WebLink
3 <br />I <br />CID <br />i <br />cV <br />M <br />v <br />0 <br />Q <br />cV <br />I <br />n <br />0 <br />CV <br />J <br />CD <br />r\ <br />CD <br />O <br />I <br />LO <br />LO <br />LO <br />0 <br />I <br />i <br />ZD <br />to <br />I <br />CV <br />r <br />v <br />v- <br />0 <br />CV <br />I <br />O <br />CV <br />9 <br />CD <br />0 <br />I <br />M <br />LO <br />rn <br />0 <br />I <br />r•7 <br />i <br />F— <br />O <br />0 <br />0 <br />rn <br />N <br />0 <br />0 <br />v <br />a <br />E <br />Cl- <br />0 <br />v <br />c <br />c <br />J <br />0 <br />0 <br />U <br />J <br />a� <br />t7 <br />O <br />CV <br />LO <br />0 <br />0 <br />a <br />M <br />CV <br />O <br />rn <br />LO <br />`1 <br />0 <br />LrJ <br />m <br />y <br />v <br />FIBERGLASS <br />SHINGLES <br />T.O.P. _ l <br />HDR. <br />0❑ <br />0 <br />O <br />60 <br />❑ <br />❑ <br />❑ <br />❑ <br />❑ <br />❑ <br />O Z_ <br />F.FL. <br />16" BAND <br />N <br />vN <br />CLG. HGT. <br />-- �I—--------- <br />❑❑no <br />u <br />b CO <br />v <br />❑❑ <br />12 <br />4.01 <br />84" <br />c CORBEL DETAIL <br />SCALE: 2"=1'-0" FYPON: DTLB4x6x9 <br />1ZI FO OEM 00 <br />❑❑❑❑ <br />❑❑❑❑ <br />❑❑❑❑ <br />UNIT -A 1532 <br />FIBERGLASS <br />SHINGLES <br />12 <br />4.01 <br />B KEYSTONE DETAIL <br />SCALE: 1 /2"=1'-0" <br />12 <br />\� 14.0 <br />0 L�J <br />I <br />❑ ❑ ❑ <br />❑ ❑ ❑ <br />- - O-- -- - fI F__ - - c I r ----- 1 I e <br />o Z MOD 25 SH MOD 25 SH MOD 25 SH MOD 25 SH t4� <br />T XTURED FINISH MOD25 SH MOD 25 SH MOD 25SH MOD25SHo Zi16" BAND N <br />I I <br />— — — — — — — — — — — <br />TEXTURED FINISH s TEXTURED FINISH <br />ll <br />❑❑I❑❑ <br />❑❑❑❑ <br />❑❑❑❑ <br />FIBERGLASS <br />SHINGLES <br />A WATER TABLE DETAIL <br />SCALE: 1/2"=1'-0" <br />r� <br />80 <br />16" BAND <br />FF Lli � ��` � III-�� 1 i�— � xi �i-- IJ i �- �i i it ���—�W erI—] 17�1 1:1 L7 L:]=== <br />UNIT-C 1624 <br />UNIT-C 1624 <br />UNIT-C 1624 <br />�'_U�NIT-C 1624 <br />UNIT -A 1532 <br />FRONT ELEVATION - STANDARD (STD. <br />12 <br />14.0 <br />FIBERGLASS <br />SHINGLES <br />T.O.P. _ — — _ T.O.P. <br />HDR. HDR <br />60 60 <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. _ _ — _ T.O.M <br />I I I I I <br />TE TURED TE TURED TEX URED <br />d FI ISH FI ISH FINI H <br />I I I I I <br />F.FL. <br />— — — ——— — — — — —— <br />—————---- —— — — — — — — — — A — — — — — A ------ _� F__L L — --------- J-1 F.FL N <br />— <br />6068 SGD <br />UNIT -A 1532 <br />6068 SGD <br />UNIT-C 1624 <br />6068 SGD <br />UNIT-C 1624 <br />6068 SGD <br />UNIT-C 1624 <br />6068 SGD <br />UNIT-C 1624 <br />UNIT -A 1532 <br />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%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 claybrick stone or tile. If the plaster surface i <br />p s <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 (lashings 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 />CW3 <br />cC=ra <br />0 <br />Cl) LU <br />� oL <br />g� <br />V M <br />N �-omX <br />C LA- d <br />N <br />Q L <br />3 � 1U <br />Q <br />�lsr S S <br />BQ379� <br />To the best of the Engineer's knowledge, information and belief, <br />the structural P <br />plans and s ecifications contained within these <br />P <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 />Engineer's signature and seal. <br />W v <br />M 4 <br />v N C3) p # <br />y _I <br />1 7� O y L # LL L <br />-° <br />fA rn n r LL Lu <br />IA cN� v 3 w a <br />F3a;l' d LJ IL C j <br />CCU: LB N 2 <br />s Z :f. O <br />Z Leo O o <br />w <br />ri O <br />- F @ 04 m J m <br />Z <br />F0o <br />W <br />?� z <br />0 0� U0 <br />o� Z F <br />N V, <br />r OU ❑❑❑ <br />= <br />�1y <br />M C, <br />N M <br />aC, <br /><c <br />W J <br />M <br />V) <br />Ca w <br />D u <br />O CD <br />N Ly N <br />� v J <br />CO <br />� c <br />Lii <br />0 <br />t' <br />L <br />a <br />to, <br />4 <br />co <br />co <br />09 <br />rr <br />w <br />� <br />�o <br />o O <br />zo <br />Q N <br />0 <br />E V <br />wz <br />z® <br />on <br />H rB <br />M <br />�o <br />o E <br />o <br />CID(� <br />' <br />� <br />o <br />& Z <br />z <br />wo <br />g <br />Ww <br />'a C <br />OU <br />O <br />QF <br />Zm <br />iv <br />J <br />m <br />aw <br />ZZ <br />o <br />W�w <br />`& <br />m <br />�a <br />J <br />o <br />oZ <br />w <br />wa <br />r_3 <br />�0 <br />.o <br />v <br />0IQ <br />as <br />o <br />c O <br />0 <br />> 00 <br />U <br />rn <br />CU <br />CD <br />I— <br />CD <br />r <br />M <br />L0 <br />C <br />N <br />c� <br />CI <br />U E <br />W ° U <br />O <br />00 <br />�— <br />00 00 <br />04 <br />00 <br />F-- <br />O O <br />LO <br />:+--� <br />co <br />I M <br />U <br />O N <br />O p <br />O <br />or) <br />Cfl <br />r M <br />r <br />m <br />N <br />M <br />71 LO <br />o <br />Z <br />Z <br />E w <br />`m <br />a <br />E <br />U � Q O <br />c <br />� <br />JOB <br />NO: 23-05735-05740 <br />SCALE : AS NOTED <br />SHEET NO. <br />7.1 <br />