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<br />FIBERGLASS SHINGLE INSTALLED AS PER
<br />MANUFACTURER SPECIFICATIONS
<br />12
<br />512
<br />5 SCORED
<br />STUCCO
<br />BANDS
<br />T.O.P.
<br />_ _ HDR.
<br />EXTERIOR
<br />PLASTER
<br />1/2 33 H ON FRAME
<br />100
<br />SCORED
<br />STUCCO N
<br />BANDS 67 SCORED
<br />STUCCO
<br />FLASHING 25 SH \ \ 25 SH BANDS
<br />12 -
<br />------_2nd_FIN.
<br />FLR.
<br />T.O.M.-
<br />- — — — — — — — — — — — — — — A" _________ _ T.O.M. @ GAR.
<br />' CJ % WEEP / ENTRY
<br />HDR. HGT.
<br />SCORED a a aF= F o a a TEXTURED
<br />STUCCO v U CE I o 00
<br />BANDS FINISHISH ONON CMUMU o 00
<br />SCORED co
<br />STUCCO 'D
<br />N � N BANDS
<br />Y
<br />3068 16070 OVERHEAD DOOR
<br />FRONT ELEVATION - B.
<br />SCALE: 1/4" = V-0"
<br />FIBERGLASS SHINGLE INSTALLED AS PER
<br />10' RIDGE VENT MANUFACTURER SPECIFICATIONS
<br />12 12
<br />5 5
<br />6"
<br />SCORED
<br />STUCCO
<br />BANDS
<br />SILL DETAIL
<br />SCALE: 3/4" = V-0"
<br />SCORED
<br />STUCCO
<br />BANDS
<br />HEAD DETAIL
<br />SCALE: 3/4" = V-0"
<br />----------------------------------T.OP
<br />-------------------------------------------------------------------------------- ------------------------------------HDR_
<br />EXTERIOR
<br />PLASTER ON CJ CJ
<br />FRAME
<br />25 SH
<br />—
<br />--------------------- — — — — — — — FLASHIN—G— — —
<br />-----------------------— — — — — — — — — — — —
<br />TEXTURED
<br />CEMENTITIOUS
<br />FINISH ON CMU
<br />------L-
<br />CJ / WEEP
<br />25 SH
<br />35 SH
<br />2NDF
<br />—------ ----- --- T
<br />—T.O.M.
<br />------------ ------ ---
<br />_T.O.M. (a) GAR.
<br />/ENTRY
<br />_ _ _HDR_ HGT.,
<br />SCORED
<br />STUCCO
<br />BANDS
<br />-------------------------------------------------------------------------I--------V—J----------------------I---FIN. FLR.
<br />LEFT ELEVATION - B
<br />SCALE: 1/4" = V-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 />I txterior covering I
<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.
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<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 for
<br />the structural engineering portions of the drawing pages bearing
<br />Engineers signature and seal.
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<br />JOB
<br />NO: 22-08308
<br />SCALE : AS NOTED
<br />SHEET NO.
<br />2.1
<br />
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