Laserfiche WebLink
EXTERIOR <br />PLASTER ON <br />FRAME <br />TEXTURED <br />CEMENTITIOUS <br />FINISH ON CMU <br />FIBERGLASS SHINGLE <br />•�- INSTALLED AS PER <br />- MANUFACTURER <br />12 -- SPECIFICATIONS <br />5.912 <br />._ <br />�--3 � � I --�• , � - ' , - I -'� � 's `—*-ice'._ =r - • <br />----— — — — — — — — — — — —— — — — — — — — — — — — — — — — — — — — -HDR-� <br />HGT. <br />y CJ 4 <br />25 SH 25 SH 12FLASHING <br />----------------------------- 4-��. - -- <br />- - - - CJ /WEEP <br />35 SH <br />— — — — — — — — — — — — — — — — — — — — — — — — — — — — — L <br />6068 SGD <br />REAR ELEVATION — A <br />SCALE: 1/4" = V-0" <br />T. <br />FI <br />HDR. <br />HGT. <br />oQ <br />00 <br />00 <br />to <br />FIN. FLR.. <br />12 <br />5.9� <br />5'-0" RIDGE VENT <br />FIBERGLASS SHINGLE <br />INSTALLED AS PER <br />MANUFACTURER <br />SPECIFICATIONS <br />T.O.P. 1_�... -, -- �yJ <br />HDR. <br />EXTERIOR PLASTER <br />ON FRAME <br />4 CJ <br />FLASHING <br />FLASHING 12 <br />12 _--____-- 3 25 SH <br />4 - 12 <br />FIN. FLR. <br />------------------------------ ��4 <br />T.O.M. � ` .�_ - ,...,._- :.�.• _1_ <br />------ _ _ <br />------ --- --- CJ /WEEP --- --- — <br />TEXTURED <br />CEMENTITIOUS HDR. <br />---— — — — — — — — — — — — — — — — — --- <br />FINISH ON CMU <br />ao <br />t, oo <br />25 SH 25 SH <br />FIN. FLR. <br />-.-_ FIBERGLASS SHINGLE <br />-` INSTALLED AS PER <br />12 _. _ _ MANUFACTURER 12 <br />SPECIFICATIONS <br />5.9_ - 5.9� <br />-r <br />--- --------------- ----------- <br />RAISE BANDS OR HGT. <br />FOAM PER <br />COMMUNITY <br />SPECS 6" <br />TYP. <br />10 <br />EXTERIOR PLASTERN -------- F, <br />ON FRAME — — — FLASHING <br />24 SH <br />25 SH <br />TEXTURED F=1 U <br />CEMENTITIOUS F= [771 EJ F1 [ D <br />FINISH ON CMU <br />SANDED Ll [71 L] E] Li <br />FINISH 00 <br />00 <br />rF"ram <br />FRONT ELEVATION - A <br />SCALE: 1/4" = 1'-0" <br />T.O.P. <br />00 <br />FIN. <br />ALL TRIM LINES <br />ARE SCORED <br />RIGHT ELEVATION — A <br />SCALE: 1/4" =1'-0" <br />6-0" RIDGE VENT <br />FIBERGLASS SHINGLE <br />INSTALLED AS PER <br />MANUFACTURER <br />SPECIFICATIONS <br />- - - - - - - - - - - - - - T.O.P. <br />®� U EXTERIOR PLASTER <br />�J ON FRAME <br />1 H3 SH 4 C J 1 H3 SH CJ <br />�100 <br />00 <br />12 <br />12 FLASHING - 4 <br />FIN. FLR.. <br />— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — <br />r� T.O.M. <br />CJ /WEEP CJ / WEEP <br />HDR. <br />TEXTURED <br />CEMENTITIOUS <br />• FINISH ON CMU <br />1 H3 SH &D 2'-0" ap <br />00 <br />----------------------------------------------------------- FIN. FLR., <br />LEFT ELEVATION — A <br />SCALE: 1/4" = 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 Piaster. <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.xl-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 8 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 to 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 />eh <br />CV <br />0 <br />N <br />vn <br />N <br />tea+ =o <br />W <br />K <br />O i O <br />d [� O <br />!Q <br />CJ <br />N <br />- m x <br />LA- <br />A O <br />N -0 N C <br />C.J f9 <br />ex ram. <br />N Y <br />ze <br />CL <br />d <br />4 <br />ai v '� <br />� 3 � <br />}, rY T <br />N G� <br />G <br />�o <br />d� <br />O <br />w <br />Z <br />......... <br />•• <br />U <br />jr- <br />�D OF t <br />•. <br />y <br />FLOC • <br />. <br />�����11111 <br />111' ►111\I\\�\` <br />7o the best of the Engineers knowledge, Information and befief, <br />the structural plans and specifications 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 />Engineer's signature and seal. <br />0 <br />Q <br />M <br />V <br />N Go <br />�, �0 93 r_ <br />Q <br />U. <br />Z <br />-'r lL <br />QLL <br />W c� a �[ <br />tp$— 0 <br />W <br />Z <br />ILW <br />cp m <br />C14 J <br />Z <br />N <br />OU � y <br />W <br />El <br />N <br />Z i'$ <br />z <br />a <br />t!1 <br />z <br />0 <br />t!1 <br />r <br />�ru <br />EO <br />w <br />_ - <br />U <br />0 <br />Q N <br />see <br />Z <br />o <br />�R <br />E <br />$ <br />�� <br />5° <br />E UO <br />�a <br />s� <br />z• <br />oa <br />�o <br />_ <br />ZE <br />a� H <br />L <br />�g <br />�Z <br />r0 <br />m <br />g <br />Za�U <br />COm v <br />J <br />H" <br />m <br />>4 <br />y <br />o <br />�LL <br />c � <br />_ <br />O <br />J <br />T <br />N <br />.-. <br />N <br />a <br />L0 <br />� <br />g <br />N <br />ca <br />tN/�� <br />�- <br />0 <br />L <br />O <br />_lie <br />M <br />N <br />c <br />CY) <br />r <br />N N <br />LO <br />M N <br />T_ <br />CNIM <br />(D <br />0 <br />Z <br />E <br />N r <br />>v <br />M <br />c <br />re <br />a- <br />E •• <br />U _J <br />y <br />¢ 0 <br />JOB <br />NO: <br />23-00511 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />2 <br />