Laserfiche WebLink
12 <br />SHINGLES <br />----------------------------------B <br />------------------- <br />❑--------------------- <br />TEXTURED <br />13 SH FINISH 13 SH <br />------------------------------ 16"BAND <br />-----------------------------------------�----- <br />CI IC I❑ �f I�1� <br />TEXTURED T <br />FINISH o <br />bo <br />35 SH 25 SH 25 SH o <br />T <br />- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ------ - <br />_ — — T.O.M. <br />------- ----- HDR. <br />0 <br />o 60 <br />— — — — — — — — 948" <br />— _ 2nd F.FL. <br />CLG. HGT. <br />---T.O.M. <br />AT GAR. FRIEZE <br />BAND <br />c <br />rn <br />80 <br />0 <br />F.FIL <br />LEFT ELEVATION_ <br />SCALE: 3/16" = V-0" <br />FIBERGLASS <br />SHINGLES <br />T.O.M. <br />HDR. - — — — — -- — — — — — — — — — — — — — — — — -- — — — — — — — — — — — — — — — 0 <br />0 <br />50 <br />TEXTURED <br />to 13 SH FINISH 13 SH <br />2ndF.FL._-- ----_— ---- --- ----- 6" BAND <br />CLG.HGT. <br />----- — ------------------------------------------------ <br />---- ----------------- <br />T.O.M. — — — — <br />AT GAR. <br />8" FRIEZE <br />BAND <br />c <br />co _ <br />o TEXTURED <br />O FINISH <br />ao <br />50 <br />0 0 25 SH 25 SH 35 SH <br />F.FL. <br />RIGHT ELEVATION. <br />T,O.M <br />rn <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"-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 fleshings 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 />t 5~� <br />`i <br />rr a; <br />t,U D <br />•,. � t^ xe. ;�r <br />�: of <br />l <br />_ <br />77, rs, <br />`tom,27 <br />_. <br />— <br />p - <br />L7 <br />O. <br />0 <br />,7 <br />NN <br />all <br />L„r <br />8. <br />L51 <br />ps pp gg a� <br />��t�i'44t rt553:b<�tE�� �5: <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 />Engineers signature and seal, <br />WM W <br />W <br />Q <br />v ;_ <br />0 0 <br />V <br />C <br />oo°c'CQr <br />CD N <br />ni <br />=� <br />to f� r- u� <br />n/% <br />N M <br />Lu a <br />_Z <br />11 <br />0 <br />co <br />9 0 <br />Co C14 <br />m w <br />ZILWco�mw <br />04 Cl)Z <br />Z <br />N OU <br />iW <br />a ❑ <br />M <br />N co <br />o 0 <br />N <br />� o � <br />/tilCn <br />N <br />M <br />a <br />t <br />�w <br />� o <br />LLJ <br />J <br />0^ <br />N <br />N <br />L g <br />a_,N <br />� <br />t <br />U)(13e- <br />F1w <br />E <br />i° 8 <br />i <br />(J <br />N Iu <br />N o � <br />0 <br />• <br />Q <br />sm <br />o <br />CAD¢ <br />w <br />M <br />0 <br />Z <br />� <br />E <br />w� <br />zN <br />z® <br />Q ® <br />w° <br />oa <br />co <br />(— <br />O E <br />0< <br />d0 <br />000 <br />0d <br />aZ <br />CV <br />w 0 <br />4O <br />Wi <br />d <br />gCt <br />ai <br />z <br />0 1 <br />.0 <br />O Fr <br />Z <br />- a�a <br />.0 <br />'< w <br />N <br />N <br />�w <br />O ¢ <br />Qo <br />V <br />CL <br />LL <br />a <br />mw <br />v <br />0 <br />�G <br />�3 <br />��jj <br />j <br />dLL <br />Z <br />0 <br />o <br />`s7v <br />w¢ <br />>0 <br />O <br />ar <br />za <br />8� <br />r <br />2 <br />ui <br />rn <br />T <br />C <br />co <br />M <br />i <br />o <br />,-- <br />o <br />0 <br />C m <br />O <br />00 <br />Ch <br />L1') <br />Q <br />LA) <br />oO <br />Lf7 <br />r <br />m <br />Q <br />iri <br />o <br />Z <br />Z <br />;_ O <br />Cn <br />m <br />M <br />a- <br />E <br />U -J <br />N <br />Q 0 1 <br />c <br />c <br />-1 <br />JOB <br />NO: 22-05628-05621 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />9 <br />