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<br />PLATE
<br />PLATE
<br />EXTERIOR
<br />CJN
<br />ON
<br />- — — — —PLASTER
<br />H R T. FRAME —
<br />— —
<br />6' SCORED
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<br />TEXTURED 80700VERHEAD DOOR 8070
<br />CEMENTITIOUS
<br />FINISH ON C.M.U.
<br />(TYP.)
<br />SHINGLE ROOF INSTALLED
<br />PER MANUFACTURER'S
<br />SPECIFICATIONS
<br />L FLASHING---.,,
<br />7SH
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<br />0 OVERHEAD DOOR 8070 OVERHEAD DOOR 3068
<br />FINISH ON CMU
<br />SHINGLE ROOF INSTALLED
<br />PER MANUFACTURER'S
<br />FLASHING—
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<br />CEMENTITIOUS
<br />FINISH ON C.M.0
<br />(TVP )
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<br />8070 OVERHEAD DOOR
<br />12
<br />6
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<br />FRONT ELEVATION
<br />SCALE: 1/8" = 1'-0"
<br />8070 OVERHEAD DOOR
<br />_- -
<br />-- 4 OFFft10�GE VENT._ 4 OFFRI � 4 OFF I GE VENT � -4 OFFRI GE VENT''-- 4 OFFRIDGE NT a OFFRIDG�E VENT- c� 4' OFFRIDGE VENT- 4' OFFRIOGE VENT'
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<br />DOOR-
<br />-- --- --- - --- -- -
<br />--- --- --- -- --- --- --- -- - --- -- --- ------ -- - --- -- - -- ---
<br />HDR HGT.
<br />Y 6" SCORED 6• SCORED .
<br />BAND —� BAND
<br />(2) 25 SH (2) 25 SH (2) 25 SH (2) 25 SH (2) 25 SH
<br />FIN. FUR. L I — — — — — — — — — — — — — — _J L —1 -------------------------- ------------
<br />8080 S.G.D. HOBO S.G.D. BMS.G, D. 8080 S.G.D. 8080 S.G.D.
<br />�7EXTURED TEXTURED TEXTURED `TEXTURED
<br />CEMENMTIOUS CEMENTITIOUS CEMENTITIOUS CEMENTITIOUS
<br />FINISH ON C.M.U. FINISH ON C.M.U. FINISH ON C.M.U. FINISH ON C.M.U.
<br />(TYP.) (TVP.I (TYP.) (TYP.)
<br />SHINGLE ROOF INSTALLED
<br />PER MANUFACTURER'S
<br />12
<br />6�
<br />REAR ELEVATION
<br />SCALE: 1/8" = 1'-0"
<br />GABLE — — — — — — — — — — — — — — — — — — — — — — — — — — [--is.=na._
<br />12 12� i„4'OFFRIDGEVENT
<br />SHINGLE ROOF INSTALLED
<br />PER MANUFACTURER'S
<br />SPECIFICATIONS
<br />12
<br />�6
<br />SCORED TEXTURED ELEMENT
<br />SCALE: 1 /4"=1'-0"
<br />EP EXTERIOR
<br />PLASTER ON
<br />— — — FRAME
<br />1 SCORED TEXTURED ELEMENT
<br />FOR FRONT ENTRY DOORS SCALE: 1/2"=V-0"
<br />_ _
<br />�--- PLATE ——------t
<br />_ - _ — HEIGHT - � .. �.-- - _ --_. �. _.._. _ CJ/WEEP
<br />_�L. — — — — — — --•ram
<br />CJNVEEP
<br />PLATE
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<br />EXTERIOR — — — — - HEIGHT
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<br />? 6" SCORED / 6" SCORED
<br />�- 6" SCORED 6" SCORED b °' m 4 BAND BAND �,
<br />BAND U m B&WD
<br />25 SH 25 SH 25 SH 26 SH 25 SH ,.....,.... H .-...
<br />25 SH 26 SH 25 SH 25 SH 25 S
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<br />8" SCORED \- TEXTURED 8• SCORED
<br />8"SCORED LTEXTURED `8'SCORED BAND—/ CEMENTITIOUS BAND —'
<br />BAND CEMENTITIOUS BAND FlNISH ON C.M.U.
<br />FINISH ON C.M. U (TYP.I
<br />TYP)
<br />LEFT ELEVATION-
<br />RIGHT ELEVATION -
<br />SCALE: 1/8" = 1'-0"
<br />SCALE: 1/8" = 1'-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 />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 la r sh I e s al be installed independently such that
<br />Y
<br />each layer provides a separate continuous plane and any flashing
<br />(install
<br />ed in accordance with Section R7 03 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 N . 1 0 5 asphalt felt free from holes n r es and breaks,
<br />Y P ,
<br />complying with ASTM D226 for Type 1 felt or other approved
<br />water -resistive barrier
<br />st a ba ler shall be applied over
<br />pp ed o e 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 />•
<br />Where exterior porches, k p es, 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 Engineers 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. Engineers 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: 22-03326-03321
<br />SCALE :
<br />AS NOTED
<br />SHEET NO.
<br />6
<br />
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