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GENERAL 5RICK FONE NOTE5 (WHERE APPLICABLE)
<br />BRICK/5TONE SHALL BE SELF 5UPPORTING. MA50N 5HALL PROVIDE ANGLE SUPPORT AT
<br />OPENING5 5UCH THAT IT SPANS THE OPENING AND DOE5 NOT ADD WEIGHT TO HEADERS,
<br />HEADERS PROVIDE LATERAL 5UPPORT ONLY.
<br />AT MASONRY, USE 6"X6"X31V 5TEEL ANGLE W/ 1/2" DIA, X 5" 51MP50N TITEN ND ANCHORS a 24"
<br />O.C. W/ 4" LAP ONTO BRICK 5UPPORT ON EITHER 51DE MINIMUM, ANGLE 51ZE PER B.I.A. AND
<br />F.B.C. CRITERIA, OR BY OTHERS,
<br />AT FRAME, USE 5"X5"X3/8" 5TEEL ANGLE W/ 3/8" DIA. X 4" LAG 5GREW5 9 12" O.C. W/ 4" LAP
<br />ONTO BRICK 5UPPORT ON EITHER 51DE MINIMUM. ANGLE 51ZE PER B.LA. AND F.B.C. CRITERIA, OR
<br />BY OTHERS.
<br />BRICK/STONE TIE5, ANGLES SUPPORTS, AE5THETIC FIN15HE5 5HALL BE IN5TALLED IN
<br />ACCORDANCE WITH THE TM5 402/ACI 530/A5GE 5 A5 APPLICABLE.
<br />VORTEX ENGINEERING, LLC.15 NOT RE5PON515LE FOR BRICK/5TONE IN5TALLATION
<br />INFORMATION, A5 BRICK/STONE DE51GN 15 BY OTHERS,
<br />5ECOND FLOOR AREA5 NOT IN ALIGNMENT WITH FIRST FLOOR AREAS HAVE BEEN A55UMED TO
<br />REQUIRE BRICK/5TONE BEARING ON TRU55 5Y5TEM BELOW. TRU55 MANUFACTURER TO INCLUDE
<br />ADDITIONAL DEAD LOAD FOR 5UCN AREA5, AND LIMIT DEFLECTION TO LI&OO IN THE5E AREAS
<br />FOR PURP05E5 OF BRICK 5UPPORT,
<br />FOUNDATIONS HAVE BEEN SITED FOR THE ADDITIONAL DEAD LOAD DUE TO 5RICK/5TONE.
<br />BRICK/5TONE AND IT5 SUPPORT EXCEPT A5 NOTED 15 BY OTHER5, NOTED CRITERIA 15 A
<br />MINIMUM STANDARD. TIES, FLA5HING5, WEEP5, CONTROL JOINT5, AND ALL OTHER BRICK/5TONE
<br />CRITERIA 15 BY OTHERS.
<br />THE NOTE5 ABOVE PERTAIN TO CLAY BRICK MA50NRY AND NATURAL STONE. SIMULATED
<br />PRODUCT5 AND VENEER5 SHALL BE INSTALLED PER MANUFACTURER'S 5PECIFICATfON5 AND
<br />THEIR FLORIDA PRODUCT APPROVAL OR MIAMI/DADE NOA.
<br />CHEMICAL TERMITE TREATMENT NOTE5
<br />I. " A PEMANENT 51GN WHICH IDENTIFIE5 THE TERMITE TREATMENT PROVIDER AND NEED FOR
<br />RE-IN5PECTION AND TREATMENT CONTRACT RENEWAL 5HALL BE PROVIDED. THE 51GN 5HALL BE
<br />P05TED NEAR THE WATER HEATER AND ELECTRICAL PANEL."
<br />2. CONDENSATE AND ROOF DOWN5POUT5 5HALL D15CHARGE AT LEAST I'-D" FROM BUILDING
<br />51DEWALL5.
<br />3. IRRIGATION/SPRINKLER 5Y5TEM5 INCLUDING ALL RI5ER5 AND SPRAY HEAD5 5HALL NOT BE
<br />INSTALLED WITHIN 1'-0" OF THE BUILDING 51DEWALL5.
<br />4. TERMITE PROTECTION SHALL BE PROVIDED BY REGI5TERED TERMITICIDE5 INCLUDING 501L
<br />APPLIED TERMITICIDE5, BAITING 5Y5TEM5, OR TERMITICIDE5 APPLIED TO WOOD OR OTHER
<br />APPROVED METHODS LABELED FOR PREVENTATIVE TREATMENT FOR NEW CON5TRUCTION. UPON
<br />COMPLETION OF TREATMENT/APPLICATION A CERTIFICATE OF COMPLIANCE 5HALL BE 155UED BY
<br />A LICEN5ED PE5T CONTROL OPERATOR
<br />5. BOXED AREAS IN CONCRETE FLOOR5 FOR 5U55EQUENT IN5TALLATION OF TRAPS, ETC., SHALL
<br />BE MADE WITH PERMANENT METAL OR PLA5TIG FORMS.
<br />6. MINIMUM 6 MIL. VAPOR RETARDER MU5T BE INSTALLED
<br />1. CONCRETE OVERPOUR AND MORTAT ALONG THE FOUNDATION PERIMETER MUST BE REMOVED
<br />8. ALL BUILDING5 ARE REQUIRED TO HAVE PRE-CON5TRUCTION TREATMENT.
<br />S. 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 155UED,
<br />THE CERTIFICATE OF COMPLIANCE 5HALL 5TATE "THE BUILDING HA5 RECEIVED A COMPLETE
<br />TREATMENT FOR THE PREVENTION OF 5UBTERRANEAN TERMITE5. THE TREATMENT 15 IN
<br />ACCORDANCE WITH THE RULE5 AND LAWS OF THE FLORIDA DEPARTMENT OF AGRICULTURE AND
<br />CONSUMER 5ERVICE5."
<br />10, NO WOOD, VEGETATION, 5TUMP5, CARDBOARD, TRA5H, ETC. 5HALL BE BURIED WITHIN 15'-0" OF
<br />ANY BUILDING OR PROP05ED 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 81 1/2
<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 81 1/2
<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 81 1/2
<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 1/4 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 />X 97 j
<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 71 1/2
<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 71 1/2
<br />S.H.
<br />1414
<br />17X16
<br />16X16
<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 />37 X 36
<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 71 1/2
<br />S.H.
<br />,-1oI r ,,
<br />1 CONTROL JOINT DETAIL
<br />5CALE: N.T.5.
<br />2x4 FRAh
<br />WALL
<br />1/2" DRY
<br />PLAN VIEW
<br />PAPER BACKED
<br />METAL LATH
<br />3 COAT 5TUCCO FINISH
<br />(CEMENT PLA5TER)
<br />CONTROL JOINT
<br />NOTE:
<br />TIE LATH TO FLANGE OF CONTROL
<br />JOINT AT 6" O.C. (NO PENETRATION5
<br />5HALL BE MADE THROUGH THE
<br />CONTROL JOINT FLANGE)
<br />EXTERIOR WALL
<br />SHEATHING
<br />3 STUCCO CONTROL JOINT DETAIL OVER FRAME
<br />5CALE: N.T.5.
<br />SEAT IN CONCRETE SLAB
<br />CONCRETE 5LAB
<br />5TUCCO TRADITIONAL
<br />TWO COAT 5Y5TEM
<br />(CEMENT PLASTER)
<br />MA50NRY WALL 5TRIKE AND CUT TO A
<br />LINE MIN. I" OR 2" MAX.
<br />BELOW SLAB SEAT
<br />6 STUCCO TERMINATION ON C.M.U. AT FOUNDATION
<br />5CALE: N.T.5.
<br />STUCCO
<br />/FRAME
<br />CON5TRUCTION �
<br />LATH 15 REQUIRED TO
<br />BE D15CONTINUOU5
<br />BEHIND THI5 JOINT
<br />FRAME
<br />GON5TRUCTION
<br />MA50NRY
<br />GONSTRUCTION
<br />CEMENT f LA5TER (STUCCO)
<br />SHEATHING BOARD
<br />5ELF - FURRING LATH
<br />WATER RE515TANT BARRIER (2 LAYER5)
<br />LAP OVER WEEP 5CREED AND BELOW
<br />END OF 5HEATHING BOARD
<br />6" 5ELF ADHE5IVE
<br />MEMBRANE TAPE
<br />TERMINATE THE 5ELF-FURRING LATH
<br />115" -1/4" ABOVE THE GROUND OF
<br />THE M.W.W.S.
<br />WEEP SCREED
<br />CONTROL JOINT
<br />5TUCCO FIN15H
<br />A5TM 1063
<br />1.11.4.1 CONTROL JOINT5 - CONTROL (EXPAN51ON AND CONTRACTION) JOINTS 5HALL BE IN5TALLED IN WALLS NOT MORE THAN 144 FT. 50, (13.4 M 5Q.) IN AREA
<br />AND NOT MORE THAN AREAS OF 100 FT. 5Q. (930 M 50.) FOR ALL HORIZONTAL APPLICATIONS, THAT 15, CEILING5, CURVES, OR ANGLE TYPE 5TRUCTURE5.
<br />1.11.4.2 THE D15TANCE BETWEEN CONTROL JOINT5 5HALL NOT EXCEED 18 FT. (5.5M) IN EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 7✓ TO I. A CONTROL
<br />JOINT 5HALL BE INSTALLED WHERE THE CEILING FRAMING OR FURRING CHANGE5 DIRECTION.
<br />1.11.43 A CONTROL JOINT OR EXPANSION JOINT 5HALL BE INSTALLED WHERE AN EXPAN51ON JOINT OCCURS IN THE 5A5E EXTERIOR WALL.
<br />HORIZONTAL MID -WALL WEEP SCREED AT FRAME TO MASONRY
<br />SCALE: N.T.5,
<br />WATER RE515TANT
<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 CORRO51ON
<br />WIRE TIE, OR 15 LB,
<br />TENSILE STRENGTH ZIP TIE
<br />1/8" NOMINAL CEMENT
<br />PLASTER OVER FRAME
<br />CON5TRUCTION (5TUCCO)
<br />-5HEATHING BOARD
<br />CONTROL JOINT HORIZONTAL OR
<br />4 VERTICAL AT FRAME
<br />5CALE: N.T.5,
<br />7
<br />SHEATHING
<br />TWO LAYER5 WRB
<br />6" 5TRIP OF 5AF
<br />D15CONTINUOU5
<br />LATH BEHIND C.J.
<br />PER 45TM C1063
<br />LATH ATTACHED TO
<br />FRAMING MEMBER5 ONLY
<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 5TRENGTH ZIP TIE
<br />CONTROL JOINT DETAIL STUD
<br />5 TO STUD WALL DETAIL
<br />5CALE: N.T.5.
<br />WHERE CEMENT PLA5TER (5TUCCO)15 TO BE APPLIED TO LATH OVER FRAME CON5TRUCTION, MEA6URE5
<br />5HALL BE TAKEN TO PREVENT BONDING BETWEEN THE CEMENT PLASTER AND THE WATER RE515TIVE
<br />BARRIER, A BOND BREAKER 5HALL BE PROVIDED BETWEEN THE WATER RE515TIVE BARRIER AND THE
<br />CEMENT PLA5TER (STUCCO) CON515TING OF ONE OF THE FOLLOWING: I. TWO LAYER5 OF AN APPROVED
<br />WATER RE515TANT BARRIER MATERIAL, OR 2. ONE LAYER OF AN APPROVED WATER RE515TANT BARRIER
<br />OVER AN APPROVED PLA5TIC HOu5E WRAP, OR 3. OTHER APPROVED METHOD5 OR MATERIAL5
<br />APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S IN5TALLATION IN5TRUCTION5.
<br />SHEATHING BOARD - NOTE: 1/8" (.=)
<br />SAP BETWEEN 5HEET5 OF PLYWOOD
<br />AND 055 AT VERTICAL AND
<br />40RIZONTAL JOINTS.
<br />WATER RE516TANT BARRIER - 2
<br />LAYER5 (5EE NOTE5 ABOVE FOR
<br />LAYERING OPTION5)
<br />SELF -FURRING LATH
<br />LATH NAILED / 5TAPLED TO FRAMING
<br />MEMBER5 MAX. 5PACING 6" O.C.
<br />CEMENT PLA5TER BASE COAT
<br />(5GRATCH d BROWN)
<br />(STUCCO)
<br />FINISH COAT
<br />TEXTURE COAT
<br />BEWS
<br />DESIGN GROVP
<br />150 STATE STREET EAST
<br />OLDSMAR, FLORIDA 346T7
<br />813 . 92.5.1300 TEL
<br />$13 . 92S . 1$00 FAX
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<br />TAMPA • DENVER
<br />4=--� EST. 1994 G-�--->
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<br />SCALE : AS NOTED
<br />DATE : 10-19-2018
<br />VERSION NO.
<br />100
<br />SHEET NO.
<br />DT3
<br />AL
<br />DAVIS
<br />
|