|
1
<br />m
<br />to
<br />N
<br />B
<br />S
<br />9
<br />m
<br />N
<br />chi
<br />N
<br />C
<br />6
<br />N
<br />N
<br />E
<br />t�
<br />CE
<br />.:3
<br />a
<br />N
<br />N
<br />Nzz-
<br />rh
<br />N
<br />12 12
<br />- 5
<br />SHINGLE OR TILE ROOF PER011
<br />COMMUNITY SPECS - INSTALLED PER ---
<br />MANUFACTURERS SPECIFICATIONS
<br />- T.O.P.
<br />-- ------ - - ----- ---- ------ --- _ HDR HGT
<br />- - - - - - - - ------------------------------------------------------------------------------- - ------
<br />1 --- -- ` \ 11-011
<br />- - -- - FLASHING
<br />EXTERIOR
<br />PLASTER
<br />FRAME 12 _ _4' OFFRIDGE VEN
<br />PLASTER�-
<br />� T„ , 4' OFFRIDGE VENT_ 12
<br />5�
<br />-
<br />- _
<br />T.O.M.
<br />---------- --------------- - - - - - -
<br />EXTENDED
<br />OVERHANGJBBECENTERED
<br />VTEXTURED DOOR
<br />CEMENTITIOUS
<br />FINISH ON C.M.U.
<br />(TYP. )
<br />25 SH 25 SH 25 SH 25 SH
<br />- - HDR HGT,
<br />+t 11-011
<br />1—___---- FIN FLR
<br />4
<br />Eo
<br />REAR ELEVATION - B1
<br />SCALE: 1 /4"=1'-0"
<br />OFFRIDGE 4 V ENT-�
<br />_. _ 12
<br />SHINGLE OR TILE ROOF PER
<br />5�
<br />—" = �5
<br />COMMUNITY SPECS -INSTALLED PER
<br />-
<br />�-
<br />MANUFACTURERS SPECIFICATIONS
<br />,:
<br />- __ . - -
<br />VENT
<br />-
<br />I
<br />L
<br />---`I-'-_
<br />___
<br />L_�__.-.-- - -_•_. __—: .._.__,. _ —. r. .-_-,J..._..
<br />I" ... _. _
<br />..�� .Ti. ..-.�� _—_-_.I_-.rr•%� ,_ I �L_- _I.—_
<br />-_— 1-__-..._�- _ _ �m w..y. --
<br />_a.._. - �-�—•-
<br />_---. ,
<br />— - - ..._. _ - --.`__
<br />.....« -J..,. _�_ _.--� - - -•--•.
<br />.. +---• -
<br />'
<br />T.O.P.
<br />-_..
<br />. ..
<br />its
<br />- _ ,-.�
<br />.�. .___J
<br />HDR HGT
<br />- - -
<br />- - - - - - - - - - - - - - - - - - -
<br />--------------------,-0„-
<br />-
<br />.-..
<br />EXTERIOR..
<br />-
<br />PLASTER
<br />ON FRAME
<br />12
<br />CJ CJ
<br />25 SH
<br />�,: FLASHING ENTRY
<br />— — — — — — — — — — -. — --_ — — — — — — — — — — — — — — — — — — T — — — — — — — — — — — _...— — — — —. - — — — — — — — — — — — — — — — — —
<br />1'-0" CJ / WEEP
<br />-------- --1- ------
<br />3'4'
<br />O
<br />O
<br />TEXTURED
<br />CEMENTITIOUS
<br />FINISH ON C.M.U.
<br />(TYP.)
<br />1 1-0"
<br />F1
<br />------ 2nd FIN. F
<br />CJ / WEEP
<br />T.O.M.
<br />N HDR H
<br />--------- -� ---- - - - - - -
<br />_�--_-_--- FIN FLR
<br />LEFT ELEVATION - B1
<br />SCALE: 1 /4"=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 (314"1 crown) staples @
<br />6" O.C. vertically/horizontaly 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 />PP 9 PP
<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 manufacturers recommendations.
<br />REV. 09.24.21
<br />cra
<br />0
<br />N
<br />N
<br />v.
<br />-o
<br />d"J
<br />> W
<br />Aso
<br />- o
<br />�
<br />C ei CN
<br />- flmae
<br />r• c "' 0-
<br />*a o m
<br />CA
<br />oa
<br />E � c
<br />Q
<br />d O �
<br />4
<br />d a
<br />a 5.
<br />c E
<br />o
<br />o-
<br />w
<br />R0 W
<br />,N�
<br />•
<br />P: DNS 6N
<br />GN �Cni
<br />S
<br />.'•
<br />F1.0
<br />ROFE SSIO�
<br />NII I111111 00
<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
<br />7th Edition. Engineers signature and seal is only for
<br />the structural engineering pardons of the drawing pages bearing
<br />Engineers signature and seal.
<br />W62
<br />$
<br />0
<br />C.0
<br />0
<br />61
<br />C3 aw LL
<br />el C7 .r J
<br />LL
<br />N0
<br />V
<br />J W
<br />� LL LL 0.
<br />Z0
<br />ro�rn o
<br />0
<br />W
<br />t-
<br />� Z w
<br />Z
<br />ILMzW
<br />IL
<br />m
<br />� d �
<br />a
<br /><
<br />N O U U
<br />Z
<br />W
<br />U y
<br />❑ ❑
<br />N
<br />V
<br />N
<br />z �
<br />z
<br />Q $
<br />--
<br />11�
<br />---
<br />z �
<br />U'
<br />Q.1
<br />t'IS
<br />•U
<br />-
<br />a
<br />-1'�•
<br />OLLJ
<br />8
<br />N
<br />�$
<br />�
<br />U
<br />Of
<br />Q
<br />N
<br />o
<br />W
<br />w
<br />Z
<br />J
<br />g E
<br />0
<br />,7,
<br />oLL
<br />wi
<br />a$
<br />zo
<br />°a
<br />W�
<br />o
<br />&�
<br />ZCL
<br />t
<br />3
<br />M
<br />$o
<br />a
<br />azZ
<br />�
<br />�s
<br />cn
<br />g0
<br />Z
<br /><tl
<br />o
<br />>z
<br />°
<br />W
<br />o10z
<br />vI
<br />T
<br />Z
<br />J
<br />g'
<br />Q
<br />L0
<br />cc
<br />0
<br />co co O
<br />0
<br />T
<br />v J
<br />m
<br />Cn
<br />c
<br />1.��
<br /><
<br />0 M
<br />0)
<br />O
<br />M
<br />T N
<br />U)
<br />M
<br />Q
<br />to
<br />CID
<br />T
<br />T
<br />f7
<br />Z
<br />Ov,
<br />E
<br />?�
<br />c
<br />toa
<br />a.
<br />U
<br />Q p
<br />JOB
<br />NO:
<br />23-00521
<br />SCALE :
<br />AS NOTED
<br />SHEET NO.
<br />3.2
<br />
|