Laserfiche WebLink
FT1 <br />WATER TABLE DETAIL <br />SCALE: 1 /2"=1'-0" <br />FIBERGLASS <br />SHINGLES <br />T.O.P <br />HDR. <br />O <br />60 O <br />O <br />F.FL. 16" BAND N <br />CLG. HGT. — — <br />"v <br />00 <br />o �O <br />�0 <br />F.FL. — — — — — <br />T.O.P. — — <br />HDR. — — <br />O <br />o <br />co <br />F.FL. — — <br />Tnne <br />KEYSTONE DETAIL - <br />SCALE: 1/2"=T-0" <br />12 <br />4.01 - <br />MEN, 0 i <br />MEN ----- 1� <br />DaO❑ <br />EIEIDD <br />0E100 <br />UNIT -A 1532 <br />1!00.00 1 ,,, loon <br />'II : <br />11l11, 1 1 <br />ommN <br />I ItILM <br />In <br />0 <br />- <br />MOD 25 SH MOD 25 SH MOD 25 SH MOD 25 SH N TEXTURED FINISH MOD 25 SH MOD 25 SH MOD 25 SH MOD 25 SH <br />-----------------------------�— -- `1_16"BAND — <br />— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ._ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — <br />TEXTURED FINISH <br />F-1 <br />❑00❑ <br />TEXTURED FINISH <br />n� PP 00 El El El EJ LIE]EEJ UP 0 �0 I <br />t fl El El El D El El E�1111 <br />F_ -1 __= 7 = E-D- = = L OP <br />UNIT-C 1624 <br />UNIT-C 1624 <br />UNIT-C 1624 <br />A <br />12 <br />74.0 <br />FIBERGLASS <br />SHINGLES <br />-L zS' rlZzls_— T.O.P. <br />HDR <br />O <br />O 80 <br />C0 <br />MOD 25 SH o Z <br />N 16" BAND F.FL <br />-- — ----- ---- CLG.HGT <br />Ellno <br />r <br />I ❑0�0 �0�� �0 0 <br />— — F.FL <br />—fi -- -- -- ---- --I — <br />UNIT-C 1624 <br />UNIT -A 1532 <br />FRONT ELEVATION. <br />SCALE: 3/16" = 1'-0" <br />— — _ T.O.P. <br />— — — HDR <br />O <br />0 00 <br />m <br />— — — F.FL <br />T n RA <br />t <br />F.FL. <br />TEXTURED <br />FINISH <br />TEXTURED <br />FINISH <br />-- <br />TEXTURED <br />FINISH <br />— <br />0n <br />----- F.FL <br />o <br />00 <br />0 <br />00 <br />6068 SGD 6068 SGD 6068 SGD 6068 SGD 6068 SGD 6068 SGD <br />UNIT -A 1532 I UNIT-C 1624 UNIT-C 1624 I UNIT-C 1624 UNIT-C 1624 1 UNIT -A 1532 <br />REAR ELEVATION-X (ENHANCED. <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 Fleshings <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 />Y O <br />y CD <br />�- <br />C)M <br />>G <br />M v_ LL .. <br />®`- <br />cO <br />y <br />) <br />aJi <br />a r, <br />p <br />®ac%a <br />� °• <br />C <br />c� <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 <br />for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />N <br />w E <br />a S 8. <br />CV p <br />V N 213:1 o r <br />0 u) - r- <br />��60 <br />U�Z� s <br />ai (�1 V # LL <br />a �� L <br />tU- w <br />L o- <br />J <br />_ u.r <br />Z m r o <br />13 <br />zoI <br />Q: > � N Cp <br />w o <br />W 7 w <br />in <br />& c) <br />N m Z Q J <br />IL <br />ZN O U voi <br />W 013 <br />z N M <br />— o <br />co <br />W N <br />z 91 <br />J <br />d to <br />N <br />M <br />N z <br />Q) 0 o <br />LL <br />4 V) <br />a .° <br />'7`• <br />U <br />O,,, g <br />V) c 0 <br />in <br />w�a <br />U <br />LLj <br />C_) o <br />c � <br />m <br />�® <br />O <br />Mn <br />w <br />co <br />¢ <br />Z <br />J <br />Q o <br />o <br />0 0 <br />Y <br />a N <br />Z® <br />E u <br />¢� <br />XO <br />oa�� <br />wo � <br />u OU <br />Z <br />O E <br />N¢o <br />az <br />G <br />aZ <br />L <br />❑ <br />�o <br />m g <br />o <br />Oio <br />Z <br />mm <br />¢ <br />� J <br />a <br />z2o g <br />a <br />W <br />Q p <br />F � <br />O <br />oz <br />w¢ <br />=3 <br />�o <br />yo <br />OWill <br />V <br />a = <br />0 <br />2 O <br />>0 <br />ui <br />rn <br /><a <br />cc <br />�-•� <br />d' <br />N <br />0 <br />O <br />� <br />_ <br />CO <br />cN <br />Ln <br />CY <br />CN <br />N <br />00 <br />U <br />W m <br />O <br />N <br />•F-+ <br />4-1 <br />CN <br />O <br />LO <br />.0 N <br />Lf7 <br />o0 <br />O <br />r <br />O <br />cfl <br />O rn <br />r <br />mE <br />In <br />Z <br />Z <br />:3 <br />E O <br />E <br />O 15 <br />= <br />a <br />U � Q 0 <br />_J <br />JOB <br />NO: 22-05610-05605 <br />SCALE : AS NOTED <br />SHEET NO. <br />7.3 <br />