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<br />UNIT-C 1624 UNIT-C 1624 UNIT-C 1624 1 ' UNIT-C 1624 UNIT -A 1532
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<br />UNIT-C 1624
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<br />UNIT -A 1532
<br />REAR ELEVATION - STANDARD (STD
<br />SCALE: 3/16" = V-0"
<br />General Notes
<br />ROOF CRITERIA:
<br />0 12" OVERHANG U.N.O.
<br />0 PLUMB CUT FASCIA ROOF
<br />0 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 ASTMI
<br />C926 and ASTM C1 063, or ASTM C1 787 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 a 7/16" head, or 1-1/2" long,
<br />16 gage staples, spaced in accordance with ASTM C1 063 or
<br />C1 787, or as otherwise approved. (Refer to sheet SNI for the
<br />engineered method for 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. vertical ly/h orizonta Ily 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 />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 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 />o t e exter or wa inis .
<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 />• ere ex nor porc es, ec s or s airs a ac o a wa or
<br />floor assembly of wood -frame construction.
<br />• At wall and roof intersection.
<br />• t u t- n 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
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<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
<br />Florida Building Code -
<br />Residential 7th Edition. Engineers signature and sea[ is only for
<br />the structural engineedng portions of the drawing pages bearing
<br />Engineer's signature and seal,
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<br />JOB
<br />NO: 23-05707-05712
<br />SCALE:
<br />AS NOTED
<br />SHEET NO.
<br />7.1
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