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GENERAL 5RICKFONE NOTE5 (WHERE APPLIGA15LE)
<br />BRIMSTONE $14ALL BE 5ELF SUPPORTING. MASON SHALL PROVIDE ANGLE SUPPORT AT
<br />OPENINGS SUCH THAT IT SPANS THE OPENING AND DOES NOT ADD WEIGHT TO HEADER$,
<br />HEADERS PROVIDE LATERAL SUPPORT ONLY.
<br />AT MASONRY, USE b"A"X318" STEEL ANGLE V 1/2" DIA X 5" 5IMP6ON TITEN WD ANCHOR5 is 24"
<br />O.C. V 4" LAP ONTO BRICK SUPPORT ON EITHER SIDE MINIMUM. ANGLE 51ZE PER B.I.A. AND
<br />F.B.C. CRITERIA, OR BY OTHERS.
<br />AT FRAME, USE 5"XVX3/6' STEEL ANGLE V 3/8" DIA. X 411 LAG SCRM is 1211 O.C. W1 41, LAP
<br />ONTO BRICK SUPPORT ON EITHER SIDE MINIMUM. AWGLE 51ZE PER B.I.A. AND F.B.C. CRITERIA, OR
<br />BY OTHERS.
<br />BRIMSTONE TIES, ANGLES SUPPORTS, AESTHETIC FINI6HE5 SHALL BE INSTALLED IN
<br />ACCORDANCE WITH THE TM5 402/ACI 530/ASCE 5 AS APPLICABLE.
<br />VORTEX ENGINEERING, LLC. 15 NOT RESPONSIBLE FOR BRIMSTONE INSTALLATION
<br />INFORMATION, AS BRICK/5TONE DE51GN 15 BY OTHERS.
<br />SECOND FLOOR AREAS NOT IN ALIGNMENT WITH FIRST FLOOR AREAS WAVE BEEN ASSUMED TO
<br />REQJ1RE BRIMSTONE BEARING ON TRJ55 SYSTEM BELOW. TIRU55 MANUFACTURER TO INCLUDE
<br />ADDITIONAL DEAD LOAD FOR SUCH AREAS, AND LIMIT DEFLECTION TO L/600 IN THESE AREAS
<br />FOR PURP05ES OF BRICK SUPPORT.
<br />FOUNDATIONS WAVE BEEN SIZED FOR THE ADDITIONAL DEAD LOAD DUE TO BRIMSTONE.
<br />BRIMSTONE AND ITS SUPPORT EXCEPT AS NOTED 15 BY OTHERS. NOTED CRITERIA 15 A
<br />MINIMUM STANDARD, TIES, FLASHING$, WEEPS, CONTROL JOINT5, AND ALL OTHER BRIMSTONE
<br />CRITERIA 15 BY OTHERS.
<br />THE NOTES ABOVE PERTAIN TO CLAY BRICK MASONRY AND NATURAL STONE. 61MULATED
<br />PRODUCTS AND VENEERS SHALL BE INSTALLED PER MMUFACTURER'5 SPECIFICATIONS AND
<br />THEIR FLORIDA PRODUCT APPROVAL OR MIAMI/DADE NOA
<br />CHEMICAL TERMITE TREATMENT NOTE5
<br />1. " A PEMANENT 516N WHICH IDENTIFIES THE TERMITE TREATMENT PROVIDER AND NEED FOR
<br />RE-IN5PECTION AND TREATMENT CONTRACT RENEWAL SHALL BE PROVIDED. THE SIGN SHALL BE
<br />POSTED NEAR THE WATER HEATER AND ELECTRICAL PANEL."
<br />2. CONDENSATE AND ROOF DOWNSPOUTS SHALL DISCHAR�E AT LEAST 14" FROM BUILDING
<br />51DEWALLB.
<br />3. IRRIGATION/5PRINKLER SYSTEMS INCLUDING ALL RISERS AND SPRAY HEADS SHALL NOT BE
<br />INSTALLED WITHIN 1'4' OF THE BUILDING 51DEWALLS.
<br />4. TERMITE PROTECTION $14ALL BE PROVIDED BY REGISTERED TERMITICIDE5 INCLUDING 501L
<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 SHALL BE ISSUED BY
<br />A LICENSED PEST CONTROL OPERATOR,
<br />5.5OXED AREAS IN CONCRETE FLOORS FOR SUBSEQUENT INSTALLATION OF TRAP5, ETC, SHALL
<br />BE MADE WITH PERMANENT METAL OR PLASTIC FORMS.
<br />6. MINIMUM 6 MIL. VAPOR RETARDER MUST BE INSTALLED
<br />1. CONCRETE OVERPOUR AND MORTAT ALONG THE FOUNDATION PERIMETER MUST BE REMOVED
<br />8. ALL BUILDINGS ARE REQUIRED TO WAVE PRE -CONSTRUCTION TREATMENT.
<br />�. A CERTIFICATE OF COMPLIANCE MUST BE ISSUED TO THE BUILDING DEPARTMENT BY A
<br />LICENSED PEST CONTROL COMPANY BEFORE A CERTIFICATE OF OCCUPANCY WILL BE ISSUED.
<br />THE CERTIFICATE OF COMPLIANCE SHALL STATE "THE BUILDING HAS RECEIVED A COMPLETE
<br />TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. THE TREATMENT 15 IN
<br />ACCORDANCE WITH THE RULES AND LAWS OF THE FLORIDA DEPARTMENT OF AGRICULTURE AND
<br />CONSUMER 5ERVICES."
<br />10. NO WOO, VEGETATION, STUMPS, CARDBOARD, TRASH, ETC. SHALL BE BURIED WITHIN V-0" OF
<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)"
<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 />1911/4 X 97 1/2 (from
<br />recess)
<br />189 1/2 X 96 1/2 (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/A
<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 />37X36
<br />36 X 36
<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 />DOUBLE- V
<br />2 LAYERS CEMENT PLASTER C40NTROL JOINT
<br />ATH LATH TIED TO (EXTEND TO FLANGE
<br />WR5- (STUCCO) JOINT FLANGE 5ELF ADHE51VE FLASHING
<br />SHEATHING—\ WIPE L //--BEND AT MA50NRY
<br />STUCCO
<br />WOOD FRAMED BLOCK WALL
<br />WALL
<br />PLAN VIEW
<br />CONTROL JOINT DETAIL
<br />SCALE! N.T5
<br />2x4 FRAI`
<br />WALL
<br />1/2" DRY
<br />PAPER BACKED
<br />METAL LATH
<br />3 COAT STUCCO FINISH
<br />(CEMENT PLASTER)
<br />CONTROL JOINT
<br />NOTE:
<br />TIE LATH TO FLANGE OF CONTROL
<br />JOINT AT 6" O.C. (NO PENETRATIONS
<br />SHALL BE MADE THROUGH THE
<br />CONTROL JOINT FLANGE)
<br />EXTERIOR WALL
<br />SHEATHING
<br />3 1 STUCCO CONTROL JOINT DETAIL (OVER FRAME
<br />SCALE: N.T.5.
<br />SEAT IN CONGFETE SLAB
<br />CONCRETE SLAB
<br />STUCCO TRADITIONAL
<br />TWO COAT SYSTEM
<br />(CEMENT PLASTER)
<br />MASONRY WAL STRIKE AND CUT TO A
<br />LINE MIN. I" OR 2" MAX.
<br />BELOW SLAB SEAT
<br />61STUCCO TERMINATION ON C.M.U. AT FOUNDATION
<br />5CALE: N.T.5.
<br />Z5RAME
<br />CON51RUCTION
<br />7
<br />LATH 15 REQUIRED TO
<br />BE D15CONTINUOU5
<br />BEHIND TH15 JOINT
<br />FRAME
<br />GON5TRUCTION
<br />MA50NRY
<br />CON5TR?UCTION
<br />CEMENT PLASTER (5TUCLO)
<br />SHEATHING BOARD
<br />5ELF - FURRING LATH
<br />WATER RESISTANT BARRIER (2 LAYERS)
<br />LAP OVER WEEP 5CREED AND BELOW
<br />6" SELF ADHE51VE
<br />MEMBRANE TAPE
<br />TERMINATE THE SELF-FURRIWG LATH
<br />1/6" -1/4' ABOVE THE GROUND OF
<br />THE M.W.W.5.
<br />WEEP 5CREED
<br />CONTROL JOINT
<br />STUCCO FIN15H
<br />A5TM 1063
<br />1.11.4.1 CONTROL JOINTS - CONTROL (EXPANSION AND CONTRACTION) JOINTS SHALL BE INSTALLED IN WALLS NOT MORE THAN 144 FT. SQ, (13.4 M Sa) IN AREA
<br />AND NOT MORE THAN AREAS OF 100 FT, 50. MO M 50.) FOR ALL HORIZONTAL APPLICATIONS, THAT 15, CEILINGS, CURVES, OR ANGLE TYPE STRUCTURES.
<br />1.11.42 THE DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 13 FT. (55M) IN EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 2� TO 1. A CONTROL
<br />JOINT SHALL BE INSTALLED WHERE THE CEILING FRAMING OR FURRIN6,; CHANGES DIRECTION.
<br />1.IIA3 A CONTROL JOINT OR EXPANSION JOINT SHALL BE INSTALLED WHERE AN EXPAN51ON JOINT OCCURS IN THE BASE EXTERIOR WALL.
<br />2 1 HORIZONTAL MID -WALL WEEP SCREED AT FRAME TO MASONRY
<br />SCALE: N.T.5.
<br />WATER RE615TANT
<br />BARRIER (CONTINUOUS
<br />BEHIND CONTROL JOINT)
<br />5ELF-FURRING V-GROOVE
<br />LATH, CONTINUOUS BEHIND
<br />CONTROL JOINT
<br />CONTROL JOINT
<br />ATTACH CONTROL JOINT
<br />TO LATH WITH GALV. WIRE
<br />TIE, METAL CORROSION
<br />WIRE TIE, OR 15 LB.
<br />TENSILE STRENGTH ZIP TIE
<br />1/6" NOMINAL CEMENT
<br />PLASTER OVER FRAME
<br />CMTRUCTION (STUCCO)
<br />-SHEATHING BOARD
<br />CONTROL JOINT HORIZONTAL OR
<br />4 VERTICAL AT FRAME
<br />SCALE: N-T-5.
<br />SHEATHING
<br />TWO LAYERS M
<br />6" STRIP OF 5AF
<br />DISCONTINUOUS
<br />LATH BEHIND G.J.
<br />PER A5TM C1063
<br />LATH ATTACHED TO
<br />FRAMING MEMBERS ONLY
<br />CONTROL JOINT
<br />ATTACH CONTROL JOINT
<br />TO LATH WITH GALV. WIRE
<br />TIE, METAL CORROSION
<br />WIFE TIE, OR 15 LB.
<br />TEN51LE STRENGTH ZIP TIE
<br />CONTROL JOINT DETAIL STUD
<br />5 TO STUD WALL DE7AIL
<br />5C'ALE: N.T.5,
<br />WWEK CEMENT PLASTER (STUCCO) 16 TO BE APPLIED TO LATH OVER FRAME CONSTRICTION, MEASURES
<br />SHALL BE TAKEN TO PREVENT 5ONDIWj BETWEEN THE CEMENT PLASTER AND THE WATER RESISTIVE
<br />BARRIER. A BOND BREAKER SHALL BE PROVIDED BETWEEN THE WATER RES15TIVE BARRIER AND THE
<br />CEMENT PLASTER (STUCCO) CONSISTING OF ONE OF THE FOLLOWING: 1. TWO LAYERS OF AN APPROVED
<br />WATER RESISTANT BARRIER MATERIAL, OR 2. ONE LAYER OF AN APPROVED WATER K516TANT 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 />6WEATHING BOARD - NOTE, 1/8" (3mm)
<br />GAP BETWEEN SWEETS OF PLYWOOD
<br />AND 05B AT VERTICAL AND
<br />HORIZONTAL JOINT$.
<br />WATER FE515TANT 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 6" O.C.
<br />CEMENT PLASTER BASE COAT
<br />(SCRATCH 4 BROWN)
<br />(STUCCO)
<br />FINISH COAT
<br />TEXTURE COAT
<br />DAVIS BEWS
<br />DESIGN GROVP
<br />00 STATE STRLEET EAST
<br />OUXMAJt, RAMMA 3077
<br />M. 925.1300 TEL
<br />80. 925. 1800 FAX
<br />WWWDAVOBEMSCOM
<br />TAMPA a MENNIER�
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<br />SCALE AS NOTED
<br />DATE 10-19-2018
<br />VERSION NO.
<br />100
<br />SHEEIF NO.
<br />DT3
<br />
|