Laserfiche WebLink
12 <br />�4.0 <br />SHINGLES <br />- - T I - f�TT J 1 <br />_..... <br />I. I J I �_ J_ C.� 1 _C 1 1 1 I J_I I J. T-1 TJ T.T.T.T T I f_ t IJ 17, l �. <br />_ - <br />__ ..�- - -T- � • I -�- -� --------- T.O.M. <br />HDR. <br />— — — — — — — — — — — — — — — — — — — — — — — — — — — — — ❑ — — — — — — — — — — — — — — — — — — — ❑ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - <br />TEXTURED 60 <br />13 SH FINISH 13 SH to <br />------------------------------ 16"BAND— — — — — — — — — — — — — — -- <br />-----2ndRFL. <br />l�J I C G.H T. <br />- h�- L <br />----------------- _.. - _. _ - _ _ T.O.M. <br />TEXTURED <br />FINISH <br />4 <br />00 <br />35 SH <br />25 SH <br />25 SH <br />12 <br />4.0F_ <br />— AT GAR. <br />8" FRIEZE <br />BAND <br />'4 <br />C <br />o� <br />00 <br />v <br />0 0 <br />T <br />LEFT ELEVATION <br />SCALE: 3/16" = 1'-0" <br />FIBERGLASS <br />SHINGLES <br />[:lJ_ <br />J <br />� rJ--- <br />5I - <br />T.O.M.------- --t_ I- --_ <br />HDR. <br />— — — — — — — — — — - <br />- — — — — — — — — — — — — — — — — — — <br />-- <br />- <br />--------------------------------- ❑------------------- <br />60 <br />o TEXTURED <br />is 13 SH FINISH 13 SH <br />Mom <br />2ndF.FL. ----- 16"BAND --- <br />----- ---- --- -------------------------------------------- <br />CLG.HGT. -------------------------_---- <br />------ ------------------------------ <br />T.O.M.--- —_ <br />AT GAR. <br />8" FRIEZE <br />BAND <br />c is TEXTURED <br />;0 In 4 FINISH <br />bo 00 <br />v "v <br />o p 25 SH 25 SH 35 SH <br />F.FL. _—------------------------- <br />RIGHT ELEVATION <br />SCALE: 3/16" = 1'-0" <br />T.O.M <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 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 />ti O <br />U N <br />co ,X <br />M LL- D- <br />�" C Cam{ <br />co-N, <br />r (i N <br />— W a) O <br />EL <br />N _ <1. <br />Q 0 <br />e) <br />ri 0 O <br />0 <br />r 0 LU <br />rL <br />c <br />N_ <br />0 <br />CV <br />r <br />�?EaWk. <br />` <br />% STATE <br />To the best of the Engineers knowledge, information and bell of, <br />the structural plans and spedfM.ations contained within these <br />drawings comply with the 2020 Florida Building Code - <br />Residentlal 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 />W $ <br />r- <br />M 8� <br />V y C fj J k <br />uJ <br />001) P <br />W rNi v 4�n <br />t <br />Z M a 0 J LU <br />C r m O <br />�pjO' d�a <br />_ rN,yZ O <br />ILW <br />[ILL a <br />=INQ <br />pV U � vvi <br />W <br />z <br />z <br />z <br />a <br />�V) z -8 <br />.8 <br />0 <br />a1 U <br />41 4 cn <br />fQ w <br />w <br />to <br />�N <br />U <br />F— E <br />V <br />d <br />• <br />U <br />Q <br />M <br />IJL-•- <br />�o=o• <br />ao <br />Z&� <br />O 10 <br />_0 <br />0 <br />� w <br />04 <br />� L <br />40 <br />mf <br />y�y <br />Z_J <br />Z <br />W <br />i) <br />a <br />o� <br />S2S <br />S2w <br />0 <br />." <br />z� <br />�4 <br />S <br />y0 <br />caw <br />sY <br />ZIQ <br />U �+ <br />c <br />o T <br />rn <br />N <br />d' <br />"'i <br />c.6 <br />I <br />O <br />W <br />CV <br />i <br />� <br />o <br />/A m <br />O <br />O <br />r— <br />H <br />CN c <br />0 <br />CV <br />C D C <br />00 <br />' <br />N <br />Lo <br />00 <br />N <br />T T_ <br />0 o <br />E <br />Z <br />7 O y <br />E O w <br />m <br />a <br />E <br />U ° p <br />C <br />JOB <br />NO: 21-17099-17106 <br />SCALE : AS NOTED <br />SHEET NO. <br />9 <br />