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<br />FIBERGLASS SHINGLE
<br />INSTALLED AS PER
<br />MANUFACTURER
<br />SPECIFICATIONS
<br />12
<br />:��5.9
<br />--------------------------------------------------
<br />I
<br />HD- — — — — — — — — — — — — — — — — — — — — — --- — — — — — — — — — —
<br />HGT.
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<br />F,
<br />FLASHING--%,,,,--- 12 25 SH 25 SH
<br />- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
<br />— — — — — — — — — — — — — — — — — — — — —
<br />CJ / WEEP
<br />FIN. FLR.
<br />T.O.P.
<br />HDR. L
<br />35 SH
<br />-----------------------------
<br />6068 SGD
<br />REAR ELEVATION — A
<br />SCALE: 1/4" = V-0"
<br />FIBERGLASS SHINGLE
<br />EXTERIOR PLASTER
<br />ON FRAME
<br />TEXTURED
<br />CEMENTITIOUS
<br />FINISH ON CMU
<br />FIBERGLASS SHINGLE 12
<br />INSTALLED AS PER 5.9
<br />MANUFACTURER
<br />SPECIFICATIONS V-0" RIDGE VENT
<br />12
<br />Z��5.9
<br />HDR.
<br />,,--EXTERIOR PLASTER
<br />E e ON FRAME
<br />9
<br />Ci F-
<br />FLASHING
<br />12 FLASHING—N,,\
<br />25 SH 12
<br />12
<br />4 — — — — — — — — — — — — — — — — — — — — — — — — — — — --- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
<br />--------------------------- ----------------------------------------------
<br />CJ / WEEP
<br />HDR.,
<br />;0
<br />F, o?
<br />&D
<br />25 SH 25 SH
<br />----------------------------------------------------------- ------------ 4 ---------------------------
<br />LEFT ELEVATION — A
<br />SCALE: 1/4" = l'-O"
<br />INSTALLED AS PER 4'OFF RIDGE VENT
<br />FIBERGLASS SHINGLE 12
<br />MANUFACTURER INSTALLED AS PER 6-0" RIDGE VENT
<br />SPECIFICATIONS 5.9
<br />5.9 MANUFACTURER
<br />SPECIFICATIONS
<br />T.O.P.
<br />-------------------------------
<br />'PGT. RAISE BANDS
<br />OR FOAM PER
<br />COMMUNITY EXTERIOR PLASTER
<br />6" SPECS ON FRAME
<br />TYP.
<br />50 1H3SH 1H3SH
<br />00 Ci ci
<br />M
<br />FLASHING -,,—EXTERIOR PLASTER
<br />---- 24 SH_ 1Z --------- ON FRAME
<br />1 I'll . 12
<br />I11111-L
<br />2WI 25 SH 4 FLASHING 12
<br />4 ' — _ -J, ;:�
<br />FIN. FLR. I _____J4
<br />-- ----------------------------------------------------------- % --------------
<br />FIN. FLR.J
<br />;M-A T.O.M. T.O.M. -----------------------------------------------------------------------------
<br />CJ / WEEP CJ WEEP
<br />A HDR.
<br />TEXTURED
<br />U TEXTURED CEMENTITIOUS
<br />r7 F=7 U /"`_�EMENTITIOUS FINISH ON CMU---,,,,,,
<br />;0 L FINISH ON CMU C?
<br />_f
<br />00 ;0 60
<br />SANDED OP
<br />2'-0" EO 1H3SH
<br />00 FINISH
<br />00
<br />!N FIN. FLR. FIN. FLR. -------------------------------- --------------------------------------------------------------
<br />ALL TRIM LINE - S 3068 16070 OVERHEAD DOOR
<br />ARE SCORED SJ
<br />FRONT ELEVATION — A
<br />SCALE: 1/4" = V-0"
<br />RIGHT ELEVATION — A
<br />SCALE: 1/4" = V-0"
<br />00
<br />FIN. FLR.
<br />TEXTURED
<br />CEMENTITIOUS
<br />FINISH ON CMU
<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 />C926 and ASTM C1 063, or ASTMI 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
<br />a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in
<br />accordance with ASTM C1 063 or C1 787, or as otherwise
<br />approved. (Refer to sheet SNI 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. verticallythorizontally 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 ASTMI
<br />C1 063 & ASTM C1 861.
<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 ASTMI 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 />AAMIA 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 ASTMI 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 />an si s.
<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.
<br />REV. 09.24.21
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<br />To the best of the Engineer's knowledge, information and belief
<br />the structural plans and specifications contained within tivese
<br />drawings comply with the 2020 Florida Building Code -
<br />Residential 7th Edition. Engineees signature and seal is only for
<br />ft structural engineering portions of the drawing pages bearing
<br />EnVineees signature and seal.
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<br />NO: 22-02356
<br />SCALE : AS NOTED
<br />SHEff NO.
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