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6344 Bar S Bar Trl
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6344 Bar S Bar Trl
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Last modified
3/21/2025 11:12:14 AM
Creation date
2/27/2025 11:22:54 AM
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Building Plans
Street #
6344
Location
Bar S Bar Trl
Contractor
Lennar Homes
Building Plans - Permit #
4628
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NO <br />FIBERGLASS SHINGLE INSTALLED AS PER <br />MANUFACTURER SPECIFICATIONS <br />12 <br />iiz�� 5 <br />12 <br />5L,,,� <br />- — — — — — — — — — — — — — — — — — — <br />-0. 1 E E <br />FLASHING--, DECO E L <br />SHUTTER 1/2 33 SH <br />12 DETAIL <br />SCORED <br />STUCCO <br />BANDS <br />SILL DETAIL <br />SCALE: 3/4" = V-0" <br />SCORED <br />STUCCO <br />— - — — — - BANDS <br />EXTERIOR PLASTER <br />ON FRAME <br />25 SH 25 SH 12 <br />2ND FIN. FLR. 5 <br />— — — -- — — — — — — — — — — — — — -- — — — — — - <br />T.O.M. <br />— — — — — — — — — — — -- — — — — — — — - <br />TO M@ GAR. <br />ENTRY <br />HDR. HG1 <br />SCORED <br />STUCCO <br />00 z <br />o? <br />&D <br />FIN. FL <br />BANDS <br />:51,C4 / WEEP <br />U <br />01 FBI <br />—TEXT <br />CEMI <br />/,,,—FINIS <br />SCOF <br />BAN[ <br />U <br />L—] L-1 L] I!] E_j El L-1 E-] <br />E J El L7 E—] [ __1 [ __] <br />-1E Z_ =--- <br />I(jU/U ()VFHHt_-AD DUOR <br />Jurats <br />FRONT ELEVATION — A <br />SCALE: 1/4" = V-0" <br />FIBERGLASS SHINGLE INSTALLED AS PER <br />MANUFACTURER SPECIFICATIONS <br />JRED <br />NTITIOUS <br />1 ON CMU <br />ED STUCCO <br />S <br />. . . . .. 12 <br />12 <br />5 <br />HEAD DETAIL <br />SCALE: 3/4" = V-0" <br />SCORED <br />0 1 uk-Al <br />BANDS <br />1. V-15" <br />DECO SHUTTER <br />SCALE: 3/4" = V-0" <br />T-Q-p ------------------------------- <br />HDR-- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- — — — — — - <br />Ci Ci <br />EXTERIOR <br />PLASTER ON <br />er FRAME <br />25 SH <br />1. FLR. <br />TOM <br />3AR. <br />HGT._ — — I — — — — — — — — — — — — — — — — — — — — — — L — <br />SCOREDSTUCCO <br />BANDS <br />I.-FLR.— — _ I — — — — — — — — — — — — — — — — — — — — — — L__l__ <br />--------------- <br />z--FLASHING 7 <br />35 SH <br />CJ / WEEP <br />------------------------------ --- <br />25 SH <br />ZI------------------------------------------------------------------------- <br />TEXTURED <br />CEMENTITIOUS <br />FINISH ON CMU <br />--T — — — — — - <br />RIGHT ELEVATION — A <br />SCALE- 1/4" = V-0" <br />General Notes <br />ROOF CRITERIA: <br />0 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 />r uovering <br />R703.7 Exterior Plaster. <br />Installation of these materials shall be in compliance with ASTM <br />C926 and ASTM C1063, orASTM 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 C1 063 or C 1787, or as otherwise <br />approved. (Refer to sheet SNI for the engineered method for <br />Lath attachment.) <br />Lathing Accessories <br />Attachments shall be of corrosion -resistant materials. <br />Wood Application: 16 Ga.xl-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" 0. 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 />C1 063 & ASTM C1 861. <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 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 juncture with the building wall with a sealant complying with <br />AAMIA 800 or ASTM C920 Class 25 Grade NS or greater for <br />proper joint expansion and contraction, ASTM C1 281, 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 />> <br />C) <br />0 C e) <br />cz <br />LL <br />C) <br />C\I -C <br />M 0 <br />C <br />E < <br />0 <br />> <br />E c <br />M 0 0 <br />0 LIJ <br />> > <br />OWN <br />......... 101. <br />n�o <br />C-) 64 <br />Ul <br />CL: C"14 <br />49 <br />W <br />Z <br />c <br />0 <br />F L.0 <br />E S 5" ,0 <br />To the best of the Engineees-linowledge information and belief, <br />the structural plans and specifications ��ntained within these <br />drawings comply with the 2020 Rodda 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 />R <br />0 <br />C44 LL <br />L� <br />rn' r. r- LU <br />N C) <br />_Mv <br />U. LL- <br />Z <br />11 13 <br />J 0 <br />:�g <br />= .4 0 <br />w <br />W <br />I-- Y) <br />0) T <br />—d-. <br />Z <br />I U <br />L a <br />00 <br />0 NZ R cro 0 <br />04 Cl) <br />< 6 8 <br />Z <br />d C.) � <br />W <br />0 <br />C. <br />< <br />CIL. <br />L,n <br />— <br />z: <br />0 <br />10 <br />(Z <br />LU <br />U <br />0 <br />LLJ <br />V) <br />Un <br />c-_ <br />9! <br />U <br />LU <br />U <br />< <br />r— <br />E <br />0 <br />E U <br />CL <br />E <br />Z <br />Z <br />C <br />8 <br />Z <br />WL <br />L) <br />.J <br />C� <br />Cn <br />M <br />CID "It <br />LO <br />N <br />:3 -r-- <br />qt* <br />Cr <br />U) M <br />0 <br />C:) <br />0) <br />C11J <br />E <br />C LO <br />CN <br />CN <br />C,*q <br />0 <br />Z <br />Z <br />E <br />E <br />C <br />ig <br />a. <br />0 0 <br />0 _J <br />M <br />< <br />CED <br />_J <br />JOB <br />NO <br />22-02371 <br />SCALE : <br />AS NOTED <br />SHEEr NO. <br />2.1 <br />
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