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<br />T.O.P.
<br />HDR HGT. F
<br />1
<br />FIBERGLASS SHINGLE
<br />INSTALLED AS PER
<br />MANUFACTUER SPECIFICATIONS
<br />F13
<br />F1
<br />12
<br />5 12
<br />j- 7"=! 4= 5
<br />FLASHING
<br />EXTERIOR PLASTER
<br />ON FRAME
<br />1" x 4" SMOOTH
<br />TEXTURED
<br />TRIM / BAND
<br />gum
<br />t-Im
<br />EXTERIOR
<br />PLASTER ON
<br />FRAME
<br />25 SH . _J 12 25 SH 25 SH
<br />00 LU
<br />W 5 1" x 12" SMOOTH
<br />-,----FLASHING
<br />2nd FIN. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - TEXTURED
<br />FLR - - - - - - - - - - - - - - - - - - - - - - - - - - TRIM / BAND
<br />T.O.M. % 9
<br />CJ WEEP
<br />)R HGT.
<br />— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
<br />F1
<br />35 SH L _7] 7�_
<br />FIN FLR
<br />- - - - - - - - - - - - - - - - - - - - - - - -
<br />3068 16070 OVERHEAD DOOR
<br />11
<br />F2
<br />( 1
<br />Di
<br />F21
<br />'\��i
<br />TEXTURED
<br />CEMENTITIOUS
<br />FINISH ON
<br />CMU (TYP)
<br />rF20�
<br />FRONT ELEVATION - 131
<br />SCALE: 1/4"=l'-O"
<br />PIPPIDr-I AQQ QWIMr-'i 9:
<br />LEFT ELEVATION - B1
<br />SCALE: 1/4"=l'-O"
<br />T.O.P.
<br />HDR HGT.
<br />2nd FIN.
<br />FLR.
<br />T.O.M.
<br />HDR HQ
<br />FIN FLR
<br />"I
<br />19
<br />B0
<br />1 11
<br />(f)�NT LUM�NDET�AIL
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<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, 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, I I 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.
<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 I 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 manufacturers 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 manufacturers
<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 />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 />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 lax: zinc and/or stainless
<br />steel) and shall be selected for compatibility with adjacent wood
<br />preservatives per the manufacturer's recommendations.
<br />F2
<br />( 1
<br />Di
<br />F21
<br />'\��i
<br />TEXTURED
<br />CEMENTITIOUS
<br />FINISH ON
<br />CMU (TYP)
<br />rF20�
<br />FRONT ELEVATION - 131
<br />SCALE: 1/4"=l'-O"
<br />PIPPIDr-I AQQ QWIMr-'i 9:
<br />LEFT ELEVATION - B1
<br />SCALE: 1/4"=l'-O"
<br />T.O.P.
<br />HDR HGT.
<br />2nd FIN.
<br />FLR.
<br />T.O.M.
<br />HDR HQ
<br />FIN FLR
<br />"I
<br />19
<br />B0
<br />1 11
<br />(f)�NT LUM�NDET�AIL
<br />scMM2'��?
<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, 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, I I 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.
<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 I 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 manufacturers 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 manufacturers
<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 />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 />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 lax: 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 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. Engineer's signature and seal 13 only for
<br />the structural engineering portions of the drawing pages bearing
<br />Engineer's signature an d seal.
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<br />JOB
<br />NO:
<br />21-2023
<br />SCALE :
<br />AS NOTED
<br />SHEET NO.
<br />3.1
<br />
|