|
A WATER TABLE DETAIL
<br />SCALE: 1/2"=1'-0"
<br />FIBERGLASS
<br />SHINGLES
<br />T.O.P.
<br />A"'HDR.
<br />00
<br />16" BANg---,,
<br />J —
<br />%
<br />CLG.HGT.
<br />I le 9" 1 V
<br />T'
<br />/'00 �6 KEYSTONE DETAIL
<br />SCALE: 1/2"=1'-0"
<br />12
<br />4.01
<br />12
<br />14.0
<br />IJ
<br />VINYL O�
<br />FOAM S\
<br />/—SHUTTE _
<br />U
<br />1
<br />0
<br />0
<br />Ell
<br />0
<br />1
<br />ED
<br />110
<br />0
<br />0
<br />(TYP.)
<br />OEO
<br />0[:J�10110E]
<br />0
<br />In
<br />0
<br />MOD 25 MOD25SH MOD25SH MOD25SH MOD 25SH TEXTURED FINISH MOD 25 SH MOD25SH MOD25SH MOD25SH '-e 2�
<br />A
<br />El =1 171 E
<br />�%F. F L.
<br />UNIT —A 1532
<br />FIBERGLASS
<br />SHINGLES
<br />T,O.P
<br />Aqw HDR. — — — — — — —
<br />60
<br />:2� MOD25SH
<br />_FL
<br />T n KA
<br />12
<br />4.01
<br />6" BAND
<br />— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
<br />— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — --- — --- — - — — — — — — — — — — — — —
<br />ITEXTURED FINISH I r— I I ��TEXTURED FINISH
<br />FIBERGLASS
<br />SHINGLES
<br />0
<br />50
<br />MOD 25 SH
<br />--16" BAND F.FL,
<br />CLG. HGT
<br />11 El I to
<br />El 11 1-111" a 1111 El (b
<br />LE F
<br />El E El El
<br />;-%I F.FIL
<br />El
<br />1-11-� I i-11-1 L
<br />UNIT—C 1624
<br />------ ------ ------
<br />DD25SH MOD25SH MOD25SH
<br />DEN
<br />UNIT—C 1624
<br />UNIT—C 1624
<br />FUNIT—C 162,6
<br />------ ------ ------ ------ ----
<br />UNIT —A 1532
<br />FRONT ELEVATION.
<br />SCALE: 3/16" = l'-O"
<br />12
<br />14.0
<br />FIBERGLASS
<br />SHINGLES
<br />T.O.P.,,
<br />— — — — — — — — — — — — . . . . . . . . . . HDR,%
<br />9
<br />50
<br />MOD25SH MOD 25 SH MOD 25 SH
<br />I IT
<br />F.FL
<br />n KA
<br />D
<br />TEXTURED
<br />FINISH
<br />---------- J
<br />TEXTURED
<br />FINISH
<br />TEXTURED
<br />FINISH
<br />— — — — — — — — — — i
<br />50
<br />--- �-J
<br />----------
<br />9
<br />00
<br />SIC
<br />— — — — — —
<br />— — —
<br />— — — — — — — — — — A
<br />— — — — — —
<br />------
<br />6068 SGD 6068 SGD 6068 SGD 6068 SGD 6068 SGD 6068 SGD
<br />UNIT —A 1532 UNIT—C 1624 UNIT—C 1624 UNIT—C 1624 UNIT—C 1624 UNIT —A 1532
<br />REAR ELEVATION
<br />SCALE: 3/16" = 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 andASTM 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, 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. vertical ly/ho rizo ntal ly into the framing members.
<br />Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia.
<br />min. @ 6" O.C. vertical Iy1h orizontal ly or compatible adhesives,
<br />exterior gun -grade, construction adhesive with 1 " dabs @ 6" 0. C.
<br />or in a semi -continuous bead between the solid plaster base and
<br />the solid portion of the key attachment flange.
<br />con rmance w
<br />control joints, but shall be stopped and tied at each side.
<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, $hall
<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 />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 />on inuous y a ove a projec ng woo rim.
<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
<br />cli
<br />0
<br />X
<br />C%4
<br />CZ lL 0-
<br />>
<br />C)
<br />0
<br />Z 0)
<br />''E
<br />0
<br />3:"!
<br />"(17 V
<br />U) "'o 0
<br />co
<br />cc
<br />>
<br />cli
<br />C14
<br />C14
<br />C=)
<br />1.j
<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
<br />of the drawing pages bearing
<br />Engineees signature and seal.
<br />CD
<br />W
<br />11-
<br />g
<br />8 E co
<br />8 R, ?0�
<br />N5
<br />0
<br />2 LU
<br />r— r,� U- Lu
<br />N 0 0. -
<br />0
<br />M u- U- CL LU
<br />-Y , Q� 6
<br />Z
<br />:� -. , � 6 1
<br />19
<br />1.6 0 1- Lu
<br />:9'� C� Zo it 0 -J
<br />W
<br />0 5; r <
<br />co <
<br />Z
<br />ILW
<br />Co Z
<br />Lo co
<br /><
<br />U)
<br />Z
<br />W
<br />co
<br />OQ
<br /><
<br />un
<br />M
<br />u-
<br />4.1
<br />U
<br />0
<br />U*)
<br />LU C5
<br />V)
<br />CD
<br />M
<br />a My
<br />E
<br />=LU:
<br />0
<br />ME=
<br />U)
<br />Iffil
<br />0
<br />14
<br />r--
<br />00
<br />cy�
<br />Z
<br />Z
<br /><
<br />LL-
<br />cd- E
<br />2-
<br />8
<br />�O
<br />'z
<br />Z
<br />< 6
<br />ZO
<br />E
<br />CU 6
<br />C1
<br />10
<br />AV
<br />E
<br />C14
<br />Z
<br />lu
<br />C:
<br />0
<br />0, �
<br />Z�
<br />.0
<br />�Z
<br />�2 �
<br />0.
<br />;�,
<br />02
<br />ZZ
<br />S 00
<br />2
<br />CL
<br /><
<br />Z
<br />< 0
<br /><
<br />.0
<br />.J
<br />C3
<br />cl�>
<br />j
<br />z
<br />E2 C:)
<br />I'll:
<br />> .0
<br />4i
<br />C14
<br />LO
<br />co
<br />CN
<br />Cr 3
<br />0
<br />V) in
<br />CN4
<br />co
<br />0
<br />r--
<br />N
<br />ILD
<br />?
<br />LO
<br />N
<br />CD
<br />C:>
<br />M
<br />C:>
<br />LO
<br />E
<br />0
<br />C14
<br />0
<br />Z
<br />E T—
<br />(n
<br />42)
<br />cc
<br />E
<br />0 _;_;
<br />0
<br />"a
<br />JOB
<br />NO: 21-01148-01143
<br />SCALE :
<br />AS NOTED_
<br />SHEET NO.
<br />7.1
<br />
|