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M
<br />GENERAL 5RIXFON NOTE5 (WHERE APPLICAELE)
<br />BRICK/STONE SHALL BE SELF SUPPORTING. MASON SHALL PROVIDE ANGLE SUPPORT AT
<br />OPENINGS SUCH THAT IT SPANS THE OPENING AND DOES NOT ADD WEIGHT TO HEADERS.
<br />HEADERS PROVIDE LATERAL SUPPORT ONLY.
<br />AT MASONRY, USE 6"X6"X3/8" STEEL ANGLE W/ 112" DIA. X 5" SIMPSON TITEN HD ANCHORS -a 24"
<br />O.C. W/ 4" LAP ONTO BRICK SUPPORT ON EITHER SIDE MINIMUM. ANGLE SIZE PER B.I.A. AND
<br />F.B.C. CRITERIA, OR BY OTHERS,
<br />AT FRAME, USE 5"X5"X3/8" STEEL ANGLE W/ 3/8" DIA. X 4" LAG SCREWS o 12" O.C. W/ 4" LAP
<br />ONTO BRICK SUPPORT ON EITHER SIDE MINIMUM. ANGLE 51ZE PER B.I.A. AND F.B.G. CRITERIA, OR
<br />BY OTHERS.
<br />BRICK/STONE TIES, ANGLES SUPPORTS, AESTHETIC FINISHES SHALL BE INSTALLED IN
<br />ACCORDANCE WITH THE TMS 402/ACI 530/A5CE 5 AS APPLICABLE.
<br />VORTEX ENGINEERING, LLC. IS NOT RESPONSIBLE FOR BRICK/STONE INSTALLATION
<br />INFORMATION, AS BRICK/STONE DESIGN IS BY OTHERS.
<br />SECOND FLOOR AREAS NOT IN ALIGNMENT WITH FIRST FLOOR AREAS HAVE BEEN ASSUMED TO
<br />REQUIRE BRICK/5TONE BEARING ON TRUSS SYSTEM BELOW. TRUSS 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 SIZED FOR THE ADDITIONAL DEAD LOAD DUE TO BRICK/STONE.
<br />BRICK/STONE AND ITS SUPPORT EXCEPT AS NOTED IS BY OTHERS. NOTED CRITERIA IS A
<br />MINIMUM STANDARD. TIES, FLASHINGS, WEEPS, CONTROL JOINTS, AND ALL OTHER BRICK/STONE
<br />CRITERIA IS BY OTHERS.
<br />THE NOTES ABOVE PERTAIN TO CLAY BRICK MASONRY AND NATURAL STONE. 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 NO` E5
<br />I. " A PEMANENT SIGN WHICH IDENTIFIES THE TERMITE TREATMENT PROVIDER AND NEED FOR
<br />RE -INSPECTION 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 DISCHARGE AT LEAST I'-0" FROM BUILDING
<br />SIDEWALLS.
<br />3. IRRIGATION/SPRINKLER SYSTEMS INCLUDING ALL RISERS AND SPRAY HEADS SHALL NOT BE
<br />INSTALLED WITHIN I'-0" OF THE BUILDING SIDEWALLS.
<br />4. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES INCLUDING SOIL
<br />APPLIED TERMITICIDES, BAITING SYSTEMS, OR TERMITICIDES APPLIED TO WOOD OR OTHER
<br />APPROVED METHODS LABELED FOR PREVENTATIVE TREATMENT FOR NEW CONSTRUCTION. UPON
<br />COMPLETION OF TREATMENT/APPLICATION A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED BY
<br />A LICENSED PEST CONTROL OPERATOR,
<br />5. BOXED AREAS IN CONCRETE FLOORS FOR SUBSEQUENT INSTALLATION OF TRAPS, 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 M01RTAT ALONG THE FOUNDATION PERIMETER MUST BE REMOVED
<br />8, ALL BUILDINGS ARE REQUIRED TO HAVE PRE -CONSTRUCTION TREATMENT.
<br />9, 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 IS IN
<br />ACCORDANCE WITH THE RULES AND LAWS OF THE FLORIDA DEPARTMENT OF AGRICULTURE AND
<br />CONSUMER SERVICES."
<br />10. NO WOOD, VEGETATION, STUMPS, CARDBOARD, TRASH, ETC. SHALL BE BURIED WITHIN 15-0" 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 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 />R". nw m�
<br />1 CONTROL JOINT DETAIL
<br />SCALE: N.T.S.
<br />2x4 FRAF
<br />WALL
<br />1/2" DRY
<br />PLAN VIEW
<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 STUCCO CONTROL JOINT DETAIL OVER
<br />SCALE: N.T.S.
<br />SEAT IN CONCRETE SLAB
<br />CONCRETE SLAB
<br />STUCCO TRADITIONAL
<br />TWO COAT SYSTEM
<br />(CEMENT PLASTER)
<br />MASONRY WALL STRIKE AND CUT TO A
<br />LINE MIN, I" OR 2" MAX.
<br />BELOW SLAB SEAT
<br />STUCCO TERMINATION ON C.M.U. AT FOUNDATION
<br />6 SCALE: N.T.S.
<br />STUCCO
<br />`-FRAME
<br />GONSTRucTlou 7
<br />LATH IS REQUIRED TO
<br />BE DISCONTINUOUS
<br />BEHIND THIS JOINT
<br />FRAME
<br />GONSTRUCTION
<br />MASONRY
<br />CONSTRUCTION
<br />CEMENT PLASTER (STUCCO)
<br />SHEATHING BOARD
<br />SELF - FURRING LATH
<br />WATER RESISTANT BARRIER (2 LAYERS)
<br />LAP OVER WEEP SCREED AND BELOW
<br />END OF SHEATHING BOARD
<br />6" SELF ADHESIVE
<br />MEMBRANE TAPE
<br />TERMINATE THE SELF -FURRING LATH
<br />1/8" -1/4" ABOVE THE GROUND OF
<br />THE M.W.W.S,
<br />WEEP SCREED
<br />CONTROL JOINT
<br />STUCCO FINISH
<br />ASTM 1063
<br />1.11.4.1 CONTROL JOINTS - CONTROL (EXPANSION AND CONTRACTION) JOINTS SHALL BE INSTALLED IN WALLS NOT MORE THAN 144 FT, 50. (13.4 M 50.) IN AREA
<br />AND NOT MORE THAN AREAS OF 100 FT. SQ. (9.30 M 50.) FOR ALL HORIZONTAL APPLICATIONS, THAT IS, CEILINGS, CURVES, OR ANGLE TYPE STRUCTURES.
<br />1.11.4.2 THE DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 18 FT. (5.5M) IN EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 2/ TO I. A CONTROL
<br />JOINT SHALL BE INSTALLED WHERE THE CEILING FRAMING OR FURRING CHANGES DIRECTION.
<br />1.11.4.3 A CONTROL JOINT OR EXPANSION JOINT SHALL BE INSTALLED WHERE AN EXPANSION JOINT OCCURS IN THE BASE EXTERIOR WALL.
<br />HORIZONTAL MID -WALL WEEP SCREED AT FRAME TO MASONRY
<br />SCALE: N.T.S.
<br />WATER RESISTANT
<br />BARRIER (CONTINUOUS
<br />BEHIND CONTROL JOINT)
<br />SELF -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 />1/8" NOMINAL CEMENT
<br />PLASTER OVER FRAME
<br />CONSTRUCTION (STUCCO)
<br />-SHEATHING BOARD
<br />CONTROL JOINT HORIZONTAL OR
<br />4 VERTICAL AT FRAME
<br />SCALE: N.T.S.
<br />��
<br />SCALE: N.T.S.
<br />SHEATHING
<br />TWO LAYERS WRB
<br />6" STRIP OF SAF
<br />DISCONTINUOUS
<br />LATH BEHIND G.J.
<br />PER ASTM CI063
<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 />WIRE TIE, OR 15 LB,
<br />TENSILE STRENGTH ZIP TIE
<br />CONTROL JOINT DETAIL STUD
<br />5 TO STUD WALL DETAIL
<br />SCALE: N.T.S.
<br />WHERE CEMENT PLASTER (STUCCO) IS TO BE APPLIED TO LATH OVER FRAME CONSTRUCTION, MEASURES
<br />SHALL BE TAKEN TO PREVENT BONDING BETWEEN THE CEMENT PLASTER AND THE WATER RESISTIVE
<br />BARRIER. A BOND BREAKER SHALL BE PROVIDED BETWEEN THE WATER RESISTIVE BARRIER AND THE
<br />CEMENT PLASTER (STUCCO) CONSISTING OF ONE OF THE FOLLOWING: I. TWO LAYERS OF AN APPROVED
<br />WATER RESISTANT BARRIER MATERIAL, OR 2. ONE LAYER OF AN APPROVED WATER RESISTANT BARRIER
<br />OVER AN APPROVED PLASTIC HOUSE WRAP, OR 3. OTHER APPROVED METHODS OR MATERIALS
<br />APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS.
<br />SHEATHING BOARD - NOTE: 1/8" (3M
<br />SAP BETWEEN SHEETS OF PLYWOOD
<br />AND OSB AT VERTICAL AND
<br />-10RIZONTAL JOINTS.
<br />WATER RESISTANT BARRIER - 2
<br />LAYERS (SEE NOTES ABOVE FOR
<br />LAYERING OPTIONS)
<br />SELF -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 GROUP
<br />150 STATE STREET FAST
<br />OLCISMAR, FLORIDA 346T7
<br />$13. 925.1300 TEL
<br />813.925.1$00 FAX
<br />WWW.DAV4SBEWS.COM
<br />TAMPA • DENVER.
<br />-�--� EST. 1994
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<br />SCALE : AS NOTED
<br />DATE : 10-19-2018
<br />VERSION NO.
<br />1.0
<br />SHEET NO.
<br />DT3
<br />
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