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GENERAL 5RICK/5TONE NOTE5 (WHERE APPLICABLE)
<br />BRIMSTONE SHALL BE 5ELF SUPPORTING. MA60N SHALL PROVIDE ANGLE SUPPORT AT
<br />OPENINGS SUCH THAT IT SPANS THE OPENING AND DOES NOT ADD WEIGHT TO PEADER5.
<br />HEADER$ PROVIDE LATERAL SUPPORT ONLY.
<br />AT MASONRY, USE VIX61'X31811 STEEL ANGLE W1 1/2" DIA. X 5" SIMPSON TITEN HD ANCHORS a 2411
<br />O,C. W1 4" LAP ONTO BRICK SUPPORT ON EITHER 61DE MINIMUM. ANGLE SIZE PER B.I.A. AND
<br />FB.C. CRITERIA, OR BY OTHERS,
<br />AT FRAME, USE 5`X5`X3/V' STEEL ANGLE W1 3/5" DIA. X 411 LAG 5CREW5 tv 1211 O.C. W1 411 LAP
<br />ONTO BRICK SUPPORT ON EITHER SIDE MINIMUM. ANGLE 51ZE PER 5,IA AND F.B.C. CRITERIA, OR
<br />BY OTHERS.
<br />BRICK6TONE TIES, ANGLES SUPPORTS, AESTHETIC FINISHES $HALL BE INSTALLED IN
<br />ACCORDANCE WITH THE TM5 402/ACI 530/A5CE 5 AS APPLICABLE.
<br />VORTEX ENGINEERING, LLC, 15 NOT RESPONSIBLE FOR 5RIX5TONE INSTALLATION
<br />INFORMATION, AS BRICK/5TONE DESIGN 15 BY OTHERS.
<br />SECOND FLOOR AREAS NOT IN ALIGNMENT WITH FIRST FLOOR AREAS HAVE BEEN A56UMED TO
<br />REQUIRE BRIMSTONE BEARING ON TRU55 5Y5TEM BELOW. TRU55 MANUFACTURER TO INCLUDE
<br />ADDITIONAL DEAD LOAD FOR SUCH AREAS, AND LIMIT DEFLECTION To L/600 IN THESE AREAS
<br />FOR PURPOSES OF BRICK SUPPORT.
<br />FOUNDATIONS HAVE BEEN 51ZED FOR THE ADDITIONAL DEAD LOAD DUE TO BRIMSTONE.
<br />BRIMSTONE AND ITS SUPPORT EXCEPT AS NOTED 15 BY OTHERS. NOTED CRITERIA 16 A
<br />MINIMUM STANDARD. TIES, FLA5HINGS, WEEPS, CONTROL JOINT5, AND ALL OTHER BRIMSTONE
<br />CRITERIA 15 BY OTHERS,
<br />THE NOTES ABOVE PERTAIN TO CLAY BRICK MA50NRY AND NATURAL MNE, SIMULATED
<br />PRODUCTS AND VENEERS SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS AND
<br />THEIR FLORIDA PRODUCT APPROVAL OR MIAMI/DADE NOA.
<br />CHEMICAL TERMITE TREATMENT NOTE5
<br />1. " A PEMANENT SIGN WHICH IDENTIFIES THE TEI;�MITE TREATMENT PROVIDER AND NEED FOR
<br />RE-IN5PECTION AND TREATMENT CONTRACT RENEWAL SHALL BE PROVIDED, THE SIGN SHALL BE
<br />P05TED NEAR THE WATER HEATER AND ELECTRICAL PANEL."
<br />2. CONDENSATE AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST I'-V FROM BUILDING
<br />5IDEWALL5,
<br />3. IRRIGATION/SPRINKLER 5Y5TEM5 INCLUDING ALL R15ERS AND SPRAY HEADS SHALL NOT BE
<br />INSTALLED WITHIN I'-0` OF THE BUILDING 51DEWALL5.
<br />4. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDE5 INCLUDING WL
<br />APPLIED TERMITICIDE5, BAITING SYSTEMS, OR TERMITICIDE5 APPLIED TO WOOD OR OTHER
<br />APPROVED METHODS LABELED FOR PREVENTATIVE TREATMENT FOR NEW CONSTRUCTION. UPON
<br />COMPLETION OF TREATMENVAPPLICATION A CERTIFICATE OF COMPLIANCE $14ALL BE 155UED BY
<br />A LICENSED PE5T CONTROL OPERATOR,
<br />5. BOXED AREAS IN CONCRETE FLOORS FOR 5U55EQUENT INSTALLATION OF TRAPS, ETC., SHALL
<br />BE MADE WITH PERMANENT METAL OR PLASTIC FORMS.
<br />6. MINIMUM (o MIL. VAPOR RETARDER MUST BE INSTALLED
<br />1. CONCRETE OVERPOUR AND MORTAT ALONG THE FOUNDATION PERIMETER MUST BE REMOVED
<br />5, ALL BUILDINGS ARE REQUIRED TO HAVE PRE-CON5TRUCTION TREATMENT.
<br />9. A CERTIFICATE OF COMPLIANCE MUST BE ISSUED TO THE BUILDING DEPARTMENT BY A
<br />LICENSED PE5T CONTROL COMPANY BEFORE A CERTIFICATE OF OCCUPANCY WILL BE ISSUED,
<br />THE CERTIFICATE OF COMPL14NCE SHALL STATE "THE BUILDING HAS RECEIVED A COMPLETE
<br />TREATMENT FOR THE PREVENTION OF 5U5TERRANEAN TERMITES, THE TREATMENT 15 IN
<br />ACCORDANCE WITH THE RULES AND LAWS OF THE FLORIDA DEPARTMENT OF AGRICULTURE AND
<br />CONSUMER 5ERVICE5."
<br />10. NO WOOD, VEGETATION, STUMPS, CARDBOARD, TRASH, ETC. SHALL BE BURIED WITHIN V-0`0F
<br />ANY BUILDING OR PROPOSED BUILDING
<br />M/I SGD R.O. SCHEDULE
<br />SIZE
<br />"R.O. CMU
<br />(Flange)"
<br />"R.O. FRAME
<br />(Fin)1'
<br />5068
<br />62 X 811/2
<br />60 1/2 X 80 1/2
<br />5080
<br />62 X 97 1/2
<br />60 1/2 X 96 1/2
<br />6068
<br />74 X 811/2
<br />72 1/2 X 80 1/2
<br />6080
<br />74 X 97 1/2
<br />72 1/2 X 96 1/2
<br />8068
<br />98 X 811/2
<br />96 1/2 X 80 1/2
<br />8080
<br />98 X 97 1/2
<br />96 1/2 X 96 1/2
<br />9080
<br />108 3/4 X 97 1/2
<br />107 1/4 X 96 1/2
<br />10080
<br />120 X 97 1/2
<br />119 X 96 1/2
<br />12080
<br />145 X 97 1/2
<br />145 3/4 X 96 1/2
<br />16080
<br />(4-panel)
<br />191 1AX97 1/2 (from
<br />recess)
<br />189 1/2X961/2 (from
<br />recess)
<br />9080
<br />POCKET
<br />143 X 96 1/2 - finish 107
<br />X 96 1/2
<br />N/A
<br />12080
<br />POCKET
<br />(STD.)
<br />194 X 97 1/2 - finish 144
<br />X97j
<br />N/A
<br />12080
<br />POCKET
<br />(UPGRADED)
<br />194 X 99 - finish 144 X
<br />99
<br />N/A
<br />RO HEIGHT IN BLOCK TO BE FROM RECESS
<br />WINDOW SCHEDULE
<br />Size
<br />"R.O. CMU
<br />(Flange)"
<br />"R.O.
<br />(Fin)"
<br />Type
<br />13
<br />20 1/8 X 38 3/8
<br />18 5/8 X 37 7/8
<br />S.H.
<br />15
<br />20 1/8 X 63
<br />18 5/8 X 62 1/2
<br />S.H.
<br />22
<br />38 X 26
<br />N/A
<br />S.H.
<br />23
<br />38 X 38 3/8
<br />36 1/2 X 37 7/8
<br />S.H.
<br />24
<br />38 X 513/8
<br />36 1/2 X 50 1/8
<br />S.H.
<br />25
<br />38 X 63
<br />36 1/2 X 62 1/2
<br />S.H.
<br />26
<br />38 X 72
<br />36 1/2 X 711/2
<br />S.H.
<br />34
<br />54 1/8 X 63
<br />52 5/8 X 50 1/8
<br />S.H.
<br />35 RH
<br />54 X 70
<br />N/A
<br />S.H.
<br />35
<br />54 1/8 X 63
<br />52 5/8 X 62 1/2
<br />S. H.
<br />36
<br />54 1/8 X 72
<br />52 5/8 X 711/2
<br />S. H.
<br />1414
<br />17 X 16
<br />16 X 16
<br />P.W.
<br />1420
<br />17 X 24
<br />16 X 24
<br />P.W.
<br />1626
<br />N/A
<br />18 X 30
<br />P.W.
<br />1630
<br />N/
<br />18 X 36
<br />S.H.
<br />1650
<br />N/A
<br />18 X 60
<br />S.H.
<br />2014
<br />25 x 16
<br />24 X 16
<br />P.W.
<br />2020
<br />25 x 24
<br />24 X 24
<br />P.W.
<br />2026
<br />25 1/5 x 30 1/2
<br />24 X 30
<br />P.W.
<br />2030
<br />N/A
<br />24 X 36
<br />S.H.
<br />2030
<br />25 X 36
<br />24 X 36
<br />P.W.
<br />2040
<br />N/A
<br />24 X 48
<br />S.H.
<br />2044
<br />N/A
<br />24 X 52
<br />P.W.
<br />2050
<br />N/A
<br />24 X 60
<br />S.H.
<br />2424
<br />29 X 28
<br />28 X 28
<br />P.W.
<br />2436
<br />N/A
<br />28 X 42
<br />S.H.
<br />2440
<br />N/A
<br />28 X 48
<br />S.H.
<br />2640
<br />N/A
<br />30 X 48
<br />S.H.
<br />2650
<br />N/A
<br />30 X 60
<br />S.H.
<br />3014
<br />37 1/2 X 16 1/2
<br />36 X 16
<br />P.W.
<br />3020
<br />37 3/4 X 24 1/2
<br />36 1/4 X 24
<br />P.W.
<br />3030
<br />N/A
<br />36 X 36
<br />S.H.
<br />3030
<br />37 X 36
<br />36X36
<br />P.W.
<br />3040
<br />N/A
<br />36 X 48
<br />S.H.
<br />3046
<br />N/A
<br />36 X 52 5/8
<br />S.H.
<br />3050
<br />N/A
<br />36 X 60
<br />S.H.
<br />3650
<br />N/A
<br />42 X 60
<br />S.H.
<br />4010
<br />49 X 12
<br />48 X 12
<br />P.W.
<br />4014
<br />49 X 16
<br />48 X 16
<br />P.W.
<br />4020
<br />N/A
<br />48 X 24
<br />P.W.
<br />4030
<br />N/A
<br />48 X 36
<br />S.H.
<br />4040
<br />N/A
<br />48 X 48
<br />S.H.
<br />4050
<br />N/A
<br />48 X 60
<br />S.H.
<br />4060
<br />49 X 72
<br />48 X 72
<br />S.H.
<br />4650
<br />55 X 60
<br />54 X 60
<br />S.H.
<br />5040
<br />N/A
<br />60 X 48
<br />H.R.
<br />6050
<br />73 1/2 X 60 3/4
<br />72 X 60 1/4
<br />P.W.
<br />6060
<br />73 1/2 X 72 1/2
<br />72 X 72
<br />P.W.
<br />2(26)
<br />75 X 72 1/8
<br />N/A
<br />S. H.
<br />25 W/ Circle
<br />Top
<br />38 X 85
<br />36 1/2 X 84 1/2
<br />S.H.
<br />26 w/ Circle
<br />Top
<br />38 X 94
<br />36 1/2 X 93 1/2
<br />S.H.
<br />35 w/ Circle
<br />Top
<br />54 1/8 X 93
<br />52 5/8 X 92 1/2
<br />S.H.
<br />4650 P.W.
<br />55 X 60
<br />54 X 60
<br />P.W.
<br />H24
<br />27 1/2 X 50 5/8
<br />N/A
<br />S.H.
<br />H32
<br />27 1/2 X 26
<br />N/A
<br />S.H.
<br />H33
<br />27 1/2 X 38 3/8
<br />26 X 37 7/8
<br />S.H.
<br />H34
<br />27 1/2 X 50 5/8
<br />26 X 50 1/8
<br />S.H.
<br />H34 w/ Circle
<br />Top
<br />27 1/2 X 67 3/8
<br />25 3/4 X 63
<br />S.H.
<br />H35
<br />27 1/2 X 63
<br />26 X 62 1/2
<br />S.H.
<br />H36
<br />27 1/2 X 72
<br />26 X 711/2
<br />S. H.
<br />n^11n1 t!! � I
<br />WALL
<br />PLAN VIEW
<br />1 CONTROL JOINT DETAIL
<br />[ EZALE: N.T.5.
<br />2x4 FRAI`
<br />WALL
<br />1/2" DRY
<br />PAPERBACKED
<br />METAL LATH
<br />3 COAT STUCCO FIN15H
<br />(CEMENT PLASTER)
<br />CONTROL JOINT
<br />NQM
<br />TIE LATH TO FLANGE OF CONTROL
<br />JOINT AT (o" O.C. (NO PENETRATIONS
<br />SHALL BE MADE THROUGH THE
<br />CONTROL JOINT FLANGE)
<br />EXTERIOR WALL
<br />SHEATHING
<br />3 STUCCO CONTROL JOINT DETAIL (OVER FRAM
<br />1 SCALE: N.T.5.
<br />— SEAT IN CONCRETE SLAB
<br />CONCRETE SLAB
<br />STUCCO TRADITIONAL
<br />TWO COAT SYSTEM
<br />(CEMENT PLASTER)
<br />MA50NRY WAL STRIKE AND CUT TO A
<br />LINE MIN. I" OR 2" MAX,
<br />BELOW SLAB SEAT
<br />61 STUCCO TERMINATION ON C.M.U. AT FOUNDATION
<br />SCALE: N.T.5.
<br />TUCCO
<br />FRAME
<br />GON5TRUCTION
<br />MA50NRY
<br />CON5TRUCTION
<br />CEMENT PLASTER (STUCCO)
<br />SHEATHING BOARD
<br />5ELF - FURRING LATH
<br />WATER RESISTANT BARRIER (2 LAYER5)
<br />LAP OVER WEEP 5CREED AND BELOW
<br />ENE) OF SHEATHING BOARD
<br />6" SELF ADHE51VE
<br />MEMBRANE TAPE
<br />TERMINATE THE SELF -FURRING LATH
<br />1/8" -1/4" ABOVE THE GROUND OF
<br />THE M.W15.
<br />WEEP 5CREED
<br />CONTROL JOINT
<br />STUCCO FIN16H
<br />A5TM 1063
<br />1,11,4.1 CONTROL JOINTS - CONTROL (EXPANSION AND CONTRACTION) JOINTS SHALL BE INSTALLED IN WALLS NOT MORE TqAN 144 FT. 5Q, (13.4 M SO,) IN AREA
<br />AND NOT MORE THAN AREAS OF 100 FT. 50, (930 M 50.) FOR ALL HORIZONTAL APPLICATIONS, THAT 15, CEILINGS, CURVES, OR ANGLE TYPE STRUCTURES,
<br />I.IIA2 THE DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 18 FT, (55M) IN EITHER DIRECTION OR A LENSTH-TO-WIDTH RATIO OF �V2 TO 1. A CONTROL
<br />JOINT $HALL BE INSTALLED WHERE THE CEILING FRAMING OR FURRING CHANGES DIRECTION.
<br />IJIA3 A CONTROL JOINT OR EXPAN51ON JOINT SHALL BE INSTALLED WHERE AN EXPAN61ON JOINT OCCURS IN THE 5A5E EXTERIOR WALL,
<br />2 HORIZONTAL MID -WALL WEEP SCREED AT FRAME TO MASONRY
<br />1 SCALE: N.T.5.
<br />WATER RE515TANT
<br />SHEATHING
<br />BARRIER (CONTINUOUS
<br />TWO LAYERS M
<br />BEHIND CONTROL JOINT)
<br />5ELF-FURRING V-GROOVE
<br />/FRAME
<br />LATH, CONTINUOUS BEHIND
<br />DISCONTINUOUS
<br />CONTROL JOINT
<br />LATH BEHIND CJ,
<br />GON5TRUCTION
<br />PER A5TM C1063
<br />CONTROL JOINT
<br />LATH ATTACHED TO
<br />ATTACk CONTROL JOINT
<br />FRAMING MEMBERS ONLY
<br />TO LATH WITH GALV. WIRE
<br />TIE, METAL CORRO51ON
<br />CONTROL JOINT
<br />WIRE TIE, OR 15 LB,
<br />LATH 16 REQUIREED) TO
<br />TENSILE STRENGTH ZIP TIE
<br />- -----
<br />BE D15CONTINUOU5
<br />ATTACH CONTROL JOINT
<br />BE1110 TH15 JOINT
<br />1/8" NOMINAL CEMENT
<br />To LATH WITH GALV. WIRE
<br />PLASTER OVER FRAME
<br />TIE, METAL CORRO51ON
<br />CONSTRUCTION (STUCCO)
<br />WIRE TIE, OR 15 LB.
<br />_N
<br />i
<br />- — — SHEATHING BOARD
<br />TEN51LE STRENGTH ZIP TIE
<br />4 1 CONTROL JOINT HORIZONTAL OR
<br />VERTICAL AT FRAME
<br />SCALE: N.T.5.
<br />CONTROL JOINT DETAIL STUD
<br />5 TO STUD WALL DETAIL
<br />SCALE: N.T.5.
<br />WHERE CEMENT PLASTER (STUCCO) 15 TO BE APPLIED TO LATH OVER FRAME CONSTRUCTION, MEASURES
<br />SHALL BE TAKEN TO PREVENT BONDING BETWEEN THE CEMENT PLASTER AND THE WATER RE515TIVE
<br />BARRIER A BOND BREAKER SHALL BE PROVIDED BETWEEN THE WATER RES15TIVE BARRIER AND THE
<br />CEMENT PLASTER (STUCCO) CON515TING OF ONE OF THE FOLLOWING: 1, TWO LAYERS OF AN APPROVED
<br />WATER RE515TANT BARRIER MATERIAL, OR 2. ONE LAYER OF AN APPROVED WATER RE515TANT BARRIER
<br />OVER AN APPROVED PLASTIC HOUSE WRAP, OR 3. OTHER APPROVED METHODS OR MATERIALS
<br />APPLIED IN ACCORDANCE WITH THE MANUFACTURER'5 INSTALLATION INSTRUCTIONS.
<br />it
<br />�HtAIHINU BOARD - NOIt:: 1/8 (3mm)
<br />GAP BETWEEN SHEETS OF PLYWOOD
<br />AND 055 AT VERTICAL AND
<br />HORIZONTAL JOINTS.
<br />WATER RE515TANT BARRIER - 2
<br />LAYERS (SEE NOTES ABOVE FOR
<br />LAYERING OPTIONS)
<br />5ELF-FURRING LATH
<br />LATH NAILED / STAPLED TO FRAMING
<br />MEMBERS MAX. SPACING (VOL,
<br />CEMENT PILASTER BASE !GO�AT.,
<br />(SCRATCH 4 BROWN)
<br />(STUCCO)
<br />FINISH COAT
<br />TEXTURE COAT
<br />E -_ i
<br />0)
<br />r el(a)_
<br />DAVIS BEWS
<br />DESIGN GROVP
<br />150 STATE STREET EAST
<br />OUDRAA& RDRMA 34677
<br />813. 925.1300 TF-L
<br />813. 925. 1800 FAX
<br />VVVVWDAVLSB com
<br />T,kMPA @ E:*2*4�
<br />EST 1994
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<br />SCALE AS NOTED
<br />DATE 10-19-2018
<br />VERSION NO.
<br />100
<br />SHEET NO.
<br />DT3
<br />
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