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GENERAL 5RICK/5TONE NOTES (WHERE AFFLICA15LE) <br />BRICK/5TONE 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'IX3/8" STEEL ANGLE W/ 1/2" DIA. X 5" 51MP50N TITEN HD ANCHORS 9 24" <br />O.C. W/ 4" LAP ONTO BRICK SUPPORT ON EITHER SIDE MINIMUM. ANGLE SIZE PER B.I.A. AND <br />F.B.G. CRITERIA, OR BY OTHERS, <br />AT FRAME, USE 5"X5"X3/6" STEEL ANGLE W/ 3/6" DIA. X 4" LAG $CREWS a 12" O.C. W/ 4" LAP <br />ONTO BRICK SUPPORT ON EITHER SIDE MINIMUM. ANGLE SIZE PER B.I.A. AND F.B.C. CRITERIA, OR <br />BY OTHERS. <br />BRICK/STONE TIES, ANGLES SUPPORTS, AESTHETIC FINISHES SHALL BE INSTALLED IN <br />ACCORDANCE WITH THE TMS 402/ACI 530/A5CE 5 AS APPLICABLE. <br />VORTEX ENGINEERING, LLC.15 NOT RESPONSIBLE FOR 5RICK/5TONE INSTALLATION <br />INFORMATION, AS BRICK/STONE DESIGN IS BY OTHERS. <br />SECOND FLOOR AREAS NOT IN ALIGNMENT WITH FIRST FLOOR AREAS HAVE BEEN ASSUMED TO <br />REQUIRE BRICK/5TONE BEARING ON TRUSS SYSTEM BELOW. TRUSS MANUFACTURER TO INCLUDE <br />ADDITIONAL DEAD LOAD FOR SUCH AREAS, AND LIMIT DEFLECTION TO L1600 IN THESE AREAS <br />FOR PURPOSES OF BRICK SUPPORT. <br />FOUNDATIONS HAVE BEEN SIZED FOR THE ADDITIONAL DEAD LOAD DUE TO BRIMSTONE. <br />BRICK/STONE AND ITS SUPPORT EXCEPT AS NOTED IS BY OTHERS. NOTED CRITERIA IS A <br />MINIMUM STANDARD. TIES, FLASNINGS, WEEPS, CONTROL JOINT$, AND ALL OTHER 5RICK/5TONE <br />CRITERIA I$ 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 NOTES <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 />51DEWALLS. <br />3. IRRIGATION/SPRINKLER SYSTEMS INCLUDING ALL RISERS AND SPRAY HEAD$ $HALL NOT BE <br />INSTALLED WITHIN I'-0'I OF THE BUILDING 51DEWALL5. <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 MORTAT ALONG THE FOUNDATION PERIMETER MUST BE REMOVED <br />8. 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 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'-Ou 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 961/2 (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 } <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 />n^ 101 C � i <br />1 CONTROL JOINT DETAIL <br />SCALE: N.T.S. <br />2x4 FRAh <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 />$HALL BE MADE THROUGH THE <br />CONTROL JOINT FLANGE) <br />EXTERIOR WALL <br />SHEATHING <br />3 STUCCO CONTROL JOINT DETAIL OVER FRAM <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,1" OR 2" MAX. <br />BELOW SLAB SEAT <br />6 STUCCO TERMINATION ON C.M.U. AT FOUNDATION <br />SCALE: N.T.S. <br />TUCCO <br />ZFRAME <br />CONSTRUCTION 7 <br />LATH 15 REQUIRED TO <br />BE DISCONTINUOUS <br />BEHIND THIS JOINT <br />FRAME <br />CONSTRUCTION <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.5. <br />WEEP SCREED <br />CONTROL JOINT <br />STUCCO FINISH <br />A5TM 1063 <br />1.11*1 CONTROL JOINTS - CONTROL (EXPANSION AND CONTRACTION) JOINTS SHALL BE INSTALLED IN WALLS NOT MORE THAN 144 FT. SQ. (13.4 M SQJ IN AREA <br />AND NOT MORE THAN AREAS OF 100 FT. 50.(930 M SQ.) FOR ALL HORIZONTAL APPLICATIONS, THAT 15, CEILINGS, CURVES, OR ANGLE TYPE STRUCTURES. <br />1.11.42 THE DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 18 FT. (55M) IN EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 2/2 TO I. A CONTROL <br />JOINT SHALL BE INSTALLED WHERE THE CEILING FRAMING OR FURRING CHANGES DIRECTION. <br />1.11.43 A CONTROL JOINT OR EXPANSION JOINT SHALL BE INSTALLED WHERE AN EXPANSION JOINT OCCURS IN THE BASE EXTERIOR WALL. <br />2 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 />7 UKY 1 <br />SCALE: N.T.S. <br />SHEATHING <br />TWO LAYERS WRB <br />6" STRIP OF 5AF <br />DISCONTINUOUS <br />LATH BEHIND C,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.5. <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" (3mm) <br />GAP BETWEEN SHEETS OF PLYWOOD <br />AND OSB AT VERTICAL AND <br />HORIZONTAL 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 />DAMS BEWS <br />DESIGN GROVP <br />150 STATE STREET FAST <br />OLD6MAR, AARmA 346T7 <br />813.925.130o TEL <br />813 . 92S . 1800 FAX <br />W W W.DAVISBEWS,COM <br />TAMPA • DENVER. <br />� ssr: 1994 � <br />O <br />Z ON <br />0 N I� <br />+� O <br />> M O <br />ra Ln <br />Cu O Ln <br />*I, <br />d LL- � <br />M <br />fY V 0. 00 <br />Q .� <br />wZ <br />w0 <br />J O <br />d- <br />J <br />oZ <br />S <br />peo <br />za <br />zE <br /><¢ <br />w < ge <br />' ^ Uz_8O <br />v J O O� U <br />J <br />�--I b o W w <br />Q ��o� <br />8W_o <br />OU W _ N <br />W co <br />ON <br />Q Zz <br />�a <br />z <br />Lu <br />Z Z Z <br />0 �� <br />I--1 <br />O Q Q <br />0C r <br />0w <br />U— 0 <br />UJ <br />a z Q N w <br />Z <br />Z U z Z0 <br />J O <br />Lu z <br />O <br />z Q Lu <br />° a- w �m <br />SCALE : AS NOTED <br />DATE : 10-19-2018 <br />VERSION NO. <br />100 <br />SHEET NO. <br />DT3 <br />