Laserfiche WebLink
T.O.M. — — —� <br />HDR. ---- <br />o _ <br />in <br />CLG. HGT. _ — — <br />T.O.M.--- <br />AT GAR. <br />C <br />8" FRIEZE — <br />BAND <br />00 <br />�00 <br />0 <br />F.FL. <br />in <br />12 <br />4.01 <br />6" LAP -- -4"TRIM- <br />-- -- BOARD-- <br />SIDING —.__- __ —_ <br />4" TRIM <br />BOARD —------- -- --- <br />13 SH <br />_1113 SH ._....._...._.._ <br />LEFT ELEVATION <br />SCALE: 3/16" = V-0" <br />SHINGLES <br />N <br />------��—--Z-16"BAND---------------------------------------------------------��- 1T����--------- <br />HDR. <br />-------------------- -- <br />TEXTURED <br />LO o o FINISH <br />80 i" <br />o - 25 SH 25 SH 35 SH <br />-- -----------— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — <br />T.O.M <br />i� <br />RIGHT 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 />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"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 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 />M <br />,o CD <br />�LU <br />7 W <br />® <br />rs C'S <br />G R_v Cam" a J <br />e0 <br />W <br />4-1 <br />L <br />g' lii <br />Ct. ca <br />tJ <br />N <br />O <br />CV! <br />� <br />R,0��4l61ti3l�rp�,r <br />rti0 t'r i 8 <br />s8 U �i <br />df <br />`'�ti <br />�41`bbrb5f�5'-�35� <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 <br />for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />W E <br />a o M <br />N$ o <br />CD <br />A! <br />Lo <br />0) 50 r <br />ay M V 5225 LL <br />J LL <br />JC LLLL 55 <br />5 a <br />w <br />Z <br />0 <br />=' O <br />W fij fON� 0 <br />9 <br />i°2T m <br />Z 040 IL N Z <br />OU <br />ZN <br />N <br />W ❑ <br />z � <br />z <br />Q <br />J— <br />— N <br />N z 9 <br />� � o <br />.2 <br />4L <br />0f'� <br />� <br />w <br />F <br />Tom+ <br />U <br />0 w $ <br />(n C N <br />Udi <br />w m <br />Y— J E <br />t 8 <br />i <br />z <br />c rn <br />®®U 0 <br />Q N iA <br />Q <br />S m <br />to <br />W <br />M <br />o� <br />Z <br />LL <br />E <br />zo <br />U1g <br />>� <br />CL <br />E <br />w1 <br />z <br />Da <br />ca <br />EO <br />00 <br />oZ <br />d E <br />Mro <br />a <br />O <br />.O <br />0 <br />dZ <br />L <br />C <br />- � <br />Q Z <br />ro O <br />m p <br />Z � <br />Z <br />I <br />¢� <br />6 W <br />ZZ <br />N 3 <br />oaLL <br />50 <br />W <br />a 3 <br />O <br />a W <br />0 <br />F <br />of <br />r <br />o <br />W <br />w� <br />>$ <br />v <br />za <br />a� <br />o Q <br />CV <br />r <br />C <br />co <br />CD <br />M <br />0 <br />N <br />LO <br />N <br />�- <br />CD <br />00 <br />�., m <br />N <br />O <br />CN <br />LO <br />1— <br />N <br />C14v,) <br />=3 <br />< r IT <br />L.0 <br />0 <br />T <br />O <br />z <br />E 0 CA <br />B <br />m <br />a <br />E <br />U -i Q p <br />c <br />-i <br />JOB <br />NO: 22-11668-11666 <br />SCALE : AS NOTED <br />SHEET NO. <br />9 <br />