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13-161-010, r CONC. • • • ... •� ...' STUCCO. : !' • . A •y MIARTER -R•U"I C@NT, STLFCC. 11'2 " GROVE 2 „ E.1 DRIP EDGE DETAIL A2.2 1.1/2 " = T -0" CONT. E BEAM CTURAL �CO B RIDGE DETAIL _ A2.2 1 -1/2" =1' -0" ?T'mR REFERENCES: CDT llv • • J 4 • 1 • FLORIDA ` BUILDING CODE, EDITION 2010 -- PLUMBING . AND BUILDING. s • 2. 5" MAX. ACUMULATION OF RAIN WATER ON ANY PORTION OF THE ROOF.... Jose ••• PER FIGURE 1106.1, 100 YEAR, 1 HOUR RAINFALL (INCHES) EASTERN i�• ,�'�r� UNITED STATES. Y �CT.L1lC�Y [�� 11.7 0000 • s is .COPING .3. CHAPTER 11, STORM DRAINAGE, TABLE 1106.2 SIZE OF VERTICAL MIAMI „IM CONDUCTORS AND LEADERS. CONTINUOUS BLEAT COLTRAIN AND JONES ARCHITECTS, P.A. WM BLINiNG (P.T.) 4. CHAPTER 16, FIGURE 1616.3 REQUIRED AREA OF OVERFLOW SCUPPERS. AA 26000922 FASTENER W/ rASKET TELEPHONE (305) 265 -67231 FAX (305) 285 -6722 EFAPET(SEE SIRUCT..RCS) RAN FLWING 5, DRAINS OF SCUPPERS INSTALLED TO PROVIDE OVERFLOW DRAINAGE 535 SW 6 ST. SUITE 100 MIAMI, FL. 33130 AMFLA"G SHALL BE NOT LESS IN AGGREGATE AREA THAN AS SHOW IN FIGURE CAULKPERMPP S, ' GALV. 1616.3, BUT NO LESS THAN 4 INCHES (102mm) DIMENSION IN ANY DESIGN I CONSTRUCTION ADMINISTRATION PPE LGK MM SCUPPER. LEVEL !BUILDING INSPECTIONS CAD PRODUCTION L•NEST RMF1NC BEVEL DIRECTION AND SHALL BE PLACED IN PARAPETS NOT LESS THAN 2 I E.e.S. SIS MOWED ITUUINEN INCHES (51mm) ',NOR MORE THAN 4 INCHES ABOVE THE ROOF DECK ROOF SYSTEM. AND SHALL BE LOCATED AS CLOSE AS PRACTICAL TO REQUIRED - , /e�rT - CONSULTANT/ NOTES SLOP T A - VERTICAL LEADERS OR DOWNSPOUTS. MEMBRANES ARE EKTENBED TO THE EDGE OF SCUPPER ••: : +• tZ' PLY 9 SOUPPER ROOF DRAIN CALCULATIONS AREA (TOTAL) 606.0= S Q -FT. RATE ❑ F RAINFALL = 5° / HR. ( 5" / 1 2 ) / HR. 0.41 667' / HR. APPROVALS/REVISIONS DATE TYPYCAL SCUPPER AREA OF ROOF (RATE OF COLLECTION) AA 1 ( 606.0 SQ -FT. ) x ( ❑.41 6671 FT /HRDar A2.vT scAT.E: rT.TS• 2 5 2. 0 0 C U- FT ./ H R. * 1 GALLON = 0. 1 336806 CU -FT. (252.0 CU- FT. /HRX (1 GALLON/0. 1 336806CU -FT.) X (1 HR /60 MIN.) 34.0 GALLONS / MIN. NOTE: 4 "X6" SCUPPER ABLE TO EVACUATE UP TO 124.6 GAL /MIN. PROVIDE 1 2 "XIS" METAL SCUPPER TYP. FLAT ROOFING SYSTEM NOTE: SPNG MULTY --PLY MINERAL SURFACED BUILT -UP ROOFING BY "GAF MATERIALS NNTM1M1S%EAT CORP." OR EQUAL. SUBMIT CLOMPLETE DWGS SHOWING ROOF MM RMING(PA) CONFIGURATION FOR ARCHITEC APPROVAL. FASTENER W/ "IT PARAPET (ME STRUCT• PRO&) BASE FIRS" 1. ROOF INSULATION SHALL BE INSTALLED AS PER ROOFING COMPONENT - �n :""" ONLY BY PRODUCT CONTROL APPROVAL ROOF SYSTEM IM1,I " PEIIME IHI ASSEMBLIES AND IN COMPLIANCE WITH THE RECOMMENDATIONS SET - SCLPIPIRS. E.o USMMIEIIIWIIRN FORTH IN THE DADE COUNTY PROTOCOL PA 1117.(R -30 MIN.) RMF SYSIIM. WEST RUM LEVEL .-ST SLOE Tn ORAIN 2. RIGID TAPERED ROOF INSULATION BY E'NRG'Y2 WHICH SHALL BE ADHERED TO A PREPARED CONCRETE SLAB WITH A FULL MOPPING OF MEWMANES AIC E=TEMKI " A HOT STEEP ASPHALT. BUTT ALL EDGES AND STAGGER JOINTS OF 0 T•IHE EPIEMSePPCR '..: °"• ": -;° ADJACENT PANELS. THE ROOF COVERING SHALL BE INSTALLED z (2) PLY FUSOG - ACCORDING TO THE MANUFACTURE'S SPECIFICATIONS. Q • SMPPER 3. ANY AND ALL ROOFING APPLICATIONS MUST COMPLY WITH THE FLORIDA - BUILDING CODE LATEST EDITION CHAPTER 1503. 1101.7 ROOF DESIGN z ROOF'S SHALL BE DESIGNED FOR THE MAXIMUM POSSIBLE � 0EMERGENCY OVERFLOW SCUPPER DEPTH OF WATER THAT WILL POND THEREON AS DETERMINED U) 2DETA2.2/2 SCALE: N.T.S. BY THE RELATIVE LEVELS OF ROOF DECK AND OVERFLOW WEIRS, SCUPPERS, EDGES OR SERVICEABLE DRAINS IN w COMBINATION WITH THE DEFLECTED STRUCTURAL ELEMENTS. IN DETERMINING THE MAXIMUM POSSIBLE DEPTH OF WATER, ALL PRIMARY ROOF DRAINAGE MEANS SHALL BE ASSUMED 0 TO BE BLOCKED. O Z_ 1 503.4.3 OVERFLOW SCUPPERS 0 m co WHEN OTHER MEANS OF DRAINAGE OF OVERFLOW WATER IS Q NOT PROVIDED, 0 > Q OVERFLOW SCUPPERS SHALL BE PLACED IN WALLS OR v �/ ��// PARAPETS NOT LESS THAN z LL 2 INCHES (51 MM) NOR MORE THAN 4 INCHES (1 02 MM) w w O ABOVE THE FINISHED ROOF COVERING AND SHALL BE n/ `I PARAPET BEYOND LOCATED r AS CLOSE AS PRACTICAL TO RECAIUIRED VERTICAL LEADERS Q r, OR z REGLET AND COUNTER DOWNSPOUTS OR WALL AND PARAPET SCUPPERS. I v.: FLASHING AN OVERFLOW SCUPPER SHALL BE SIZED IN ACCORDANCE PARAPET BEYOND WITH THE FLORIDA BUILDING C ❑DE PLUMBING. z ASTM -D226 TYP II � � 0 Cn sa UNDERLAYMENT 0 REGLET AND ATTACHE AS PER OVER FLOW - � ~ COUNTER FLASHING NOA. co STANDING SEAM cu ❑ co METAL PNL. 3/4" cox METAL SCUPPER CALCULATIONS o O EXYLYWOOD ��`" < U) ASTM -D226 TYP II ROOF SHEATHING UNDERLAYMENT 1 -1/2" HORIZONTAL AREA ......... ............................... .......... ............................... 606 S.F. ATTACHE AS PER MTL. CORRUGATED VERTICAL AREA (1/2 FLAT ROOF AREA) ...................• ....................•.......... 114 S.F. NOA. DECK VERTICAL AREA (1/2 PARAPET AREA) .::.•..• .............. ..............•................ 73 S.F. SEAL: 3/4" CDX CONT. MTL DRIP TOTAL ROOF AREA ............................ . 72o S.F. EX.PLYWOOD EDGE W #8 METAL SCUPPER SIZE LCONT. x W6 x H4) SCREWS @16 "O.0 WEIR LENGTH c OF .:F ROOF SHEATHING � 1„ COVER SCREWS ! •;�•'�r ^# AS PER TABLE 1106.7 OF FLORIDA BUILDING CODE 2010 (PLUMBING) o! ,1EV •. -. MTL.CORRUGATED W/ SEALENT 6" OF WEIR LENGTH �Q,•'. � �ti .6 DECK 5" OR RAINFALL RATE (INCHES PER HOUR) co it °;7 • Air•)! R� . STUCCO ON 4 HEAD . R..__ .:.. R--30 BATT. GALV. MTL. MESH HORIZONTALLY PROJECTED ROOF AREA (SQUARE FEET) ...............720 S.F. * 3LRr�101575�5 m �C « { � •- .) . FASTENED TO \ off%.`$�`.�: ,. UNDERSIDE OF 1 OVER FLOW METAL SCUPPER '�• A�> T METAL DECK r' 961 S.F. x 1 = F 2� i2- MC6x12 CHANNEL METAL TRUSSES ( 6 S .961 8 7 O S.F. (TOTAL ROOF AREA) ni j�� . , � •,��." .�� ; P R I 4' SEE STRUCTURAL �SI'�''6.• °"_���?'• ��;"' U L N S C� 0. C SEE STRUCTURE PITCHED STUCCO METAL CONDUCTOR AND LEADER METAL TRUSSES \ Mark A Coltrain AR 0013380 j AS PER FBC 2010 PL. TABLE 1106.2(1) �, Richard K. Jones, AIA AR 0015755 Q Q 3" DIA. LEADER AND CONDUCTOR TO EVACUATE UP TO 1,760 SF ROOF AREA W/ 5" RAIN FALL 6// n . SHEET TITLE: ROOF PLAN CONC. TIE BEAM- MIAMI DA�DS , FIRE DEPART ME NT Job No. Drowing No. 2012 -5 C EAVE DETAIL Drawn By: A22 1-112"= V -0" A2,2 Date Plotted: 05/24 /2012 NOTE: EAVE PROFILE SHALL MATCH PROFILE OF EXISTING AUDITORIUM BUILDING SwIle-r (VARIES - SEE DRAWING) 5' -4" .. 5/9" STUCCO FINISH" a. �j PITCH. ' in •, , • . ,. • a , • CONT. DRIP EDGE PITCH SEE DETAIL E1 STUCCO AWAY FROM THIS SHT BLDG, tl E EYE BROW DETAIL A2.2 1-112" = T -0" WINDOW SEE SCHEDULE FOR SIEZE. COPING CONT. GALV. REGLET & SHIM COUNTER FLASHING CONTINUOUS CLEAT BY "FRYE" WOOD BLOCKING (P.T.) " FASTENER W/ GASKET BASE FLASHING f�K ASE FLASHING r BEYOND GALV. MTL. SCUPPER. c :> LOWEST ROOFING LEVEE SIS MODIFIED NTUMINEN a ROOF SYSTEM. _ 1/4 _ /FT a SLOPE TO SCUPPER Fj ..,: ,. :.,, : ,. .. ' METAL TRUSSES , ` `Af% . , •.. ,' SEE STRUCTURAL ;.• 4. A ROOF DETAIL A2.2 1-112" = r -o^ D PARAPET DETAIL A2.2 1-1/2" = 1'-0" , r CONC. • • • ... •� ...' STUCCO. : !' • . A •y MIARTER -R•U"I C@NT, STLFCC. 11'2 " GROVE 2 „ E.1 DRIP EDGE DETAIL A2.2 1.1/2 " = T -0" CONT. E BEAM CTURAL �CO B RIDGE DETAIL _ A2.2 1 -1/2" =1' -0" ?T'mR REFERENCES: CDT llv • • J 4 • 1 • FLORIDA ` BUILDING CODE, EDITION 2010 -- PLUMBING . AND BUILDING. s • 2. 5" MAX. ACUMULATION OF RAIN WATER ON ANY PORTION OF THE ROOF.... Jose ••• PER FIGURE 1106.1, 100 YEAR, 1 HOUR RAINFALL (INCHES) EASTERN i�• ,�'�r� UNITED STATES. Y �CT.L1lC�Y [�� 11.7 0000 • s is .COPING .3. CHAPTER 11, STORM DRAINAGE, TABLE 1106.2 SIZE OF VERTICAL MIAMI „IM CONDUCTORS AND LEADERS. CONTINUOUS BLEAT COLTRAIN AND JONES ARCHITECTS, P.A. WM BLINiNG (P.T.) 4. CHAPTER 16, FIGURE 1616.3 REQUIRED AREA OF OVERFLOW SCUPPERS. AA 26000922 FASTENER W/ rASKET TELEPHONE (305) 265 -67231 FAX (305) 285 -6722 EFAPET(SEE SIRUCT..RCS) RAN FLWING 5, DRAINS OF SCUPPERS INSTALLED TO PROVIDE OVERFLOW DRAINAGE 535 SW 6 ST. SUITE 100 MIAMI, FL. 33130 AMFLA"G SHALL BE NOT LESS IN AGGREGATE AREA THAN AS SHOW IN FIGURE CAULKPERMPP S, ' GALV. 1616.3, BUT NO LESS THAN 4 INCHES (102mm) DIMENSION IN ANY DESIGN I CONSTRUCTION ADMINISTRATION PPE LGK MM SCUPPER. LEVEL !BUILDING INSPECTIONS CAD PRODUCTION L•NEST RMF1NC BEVEL DIRECTION AND SHALL BE PLACED IN PARAPETS NOT LESS THAN 2 I E.e.S. SIS MOWED ITUUINEN INCHES (51mm) ',NOR MORE THAN 4 INCHES ABOVE THE ROOF DECK ROOF SYSTEM. AND SHALL BE LOCATED AS CLOSE AS PRACTICAL TO REQUIRED - , /e�rT - CONSULTANT/ NOTES SLOP T A - VERTICAL LEADERS OR DOWNSPOUTS. MEMBRANES ARE EKTENBED TO THE EDGE OF SCUPPER ••: : +• tZ' PLY 9 SOUPPER ROOF DRAIN CALCULATIONS AREA (TOTAL) 606.0= S Q -FT. RATE ❑ F RAINFALL = 5° / HR. ( 5" / 1 2 ) / HR. 0.41 667' / HR. APPROVALS/REVISIONS DATE TYPYCAL SCUPPER AREA OF ROOF (RATE OF COLLECTION) AA 1 ( 606.0 SQ -FT. ) x ( ❑.41 6671 FT /HRDar A2.vT scAT.E: rT.TS• 2 5 2. 0 0 C U- FT ./ H R. * 1 GALLON = 0. 1 336806 CU -FT. (252.0 CU- FT. /HRX (1 GALLON/0. 1 336806CU -FT.) X (1 HR /60 MIN.) 34.0 GALLONS / MIN. NOTE: 4 "X6" SCUPPER ABLE TO EVACUATE UP TO 124.6 GAL /MIN. PROVIDE 1 2 "XIS" METAL SCUPPER TYP. FLAT ROOFING SYSTEM NOTE: SPNG MULTY --PLY MINERAL SURFACED BUILT -UP ROOFING BY "GAF MATERIALS NNTM1M1S%EAT CORP." OR EQUAL. SUBMIT CLOMPLETE DWGS SHOWING ROOF MM RMING(PA) CONFIGURATION FOR ARCHITEC APPROVAL. FASTENER W/ "IT PARAPET (ME STRUCT• PRO&) BASE FIRS" 1. ROOF INSULATION SHALL BE INSTALLED AS PER ROOFING COMPONENT - �n :""" ONLY BY PRODUCT CONTROL APPROVAL ROOF SYSTEM IM1,I " PEIIME IHI ASSEMBLIES AND IN COMPLIANCE WITH THE RECOMMENDATIONS SET - SCLPIPIRS. E.o USMMIEIIIWIIRN FORTH IN THE DADE COUNTY PROTOCOL PA 1117.(R -30 MIN.) RMF SYSIIM. WEST RUM LEVEL .-ST SLOE Tn ORAIN 2. RIGID TAPERED ROOF INSULATION BY E'NRG'Y2 WHICH SHALL BE ADHERED TO A PREPARED CONCRETE SLAB WITH A FULL MOPPING OF MEWMANES AIC E=TEMKI " A HOT STEEP ASPHALT. BUTT ALL EDGES AND STAGGER JOINTS OF 0 T•IHE EPIEMSePPCR '..: °"• ": -;° ADJACENT PANELS. THE ROOF COVERING SHALL BE INSTALLED z (2) PLY FUSOG - ACCORDING TO THE MANUFACTURE'S SPECIFICATIONS. Q • SMPPER 3. ANY AND ALL ROOFING APPLICATIONS MUST COMPLY WITH THE FLORIDA - BUILDING CODE LATEST EDITION CHAPTER 1503. 1101.7 ROOF DESIGN z ROOF'S SHALL BE DESIGNED FOR THE MAXIMUM POSSIBLE � 0EMERGENCY OVERFLOW SCUPPER DEPTH OF WATER THAT WILL POND THEREON AS DETERMINED U) 2DETA2.2/2 SCALE: N.T.S. BY THE RELATIVE LEVELS OF ROOF DECK AND OVERFLOW WEIRS, SCUPPERS, EDGES OR SERVICEABLE DRAINS IN w COMBINATION WITH THE DEFLECTED STRUCTURAL ELEMENTS. IN DETERMINING THE MAXIMUM POSSIBLE DEPTH OF WATER, ALL PRIMARY ROOF DRAINAGE MEANS SHALL BE ASSUMED 0 TO BE BLOCKED. O Z_ 1 503.4.3 OVERFLOW SCUPPERS 0 m co WHEN OTHER MEANS OF DRAINAGE OF OVERFLOW WATER IS Q NOT PROVIDED, 0 > Q OVERFLOW SCUPPERS SHALL BE PLACED IN WALLS OR v �/ ��// PARAPETS NOT LESS THAN z LL 2 INCHES (51 MM) NOR MORE THAN 4 INCHES (1 02 MM) w w O ABOVE THE FINISHED ROOF COVERING AND SHALL BE n/ `I PARAPET BEYOND LOCATED r AS CLOSE AS PRACTICAL TO RECAIUIRED VERTICAL LEADERS Q r, OR z REGLET AND COUNTER DOWNSPOUTS OR WALL AND PARAPET SCUPPERS. I v.: FLASHING AN OVERFLOW SCUPPER SHALL BE SIZED IN ACCORDANCE PARAPET BEYOND WITH THE FLORIDA BUILDING C ❑DE PLUMBING. z ASTM -D226 TYP II � � 0 Cn sa UNDERLAYMENT 0 REGLET AND ATTACHE AS PER OVER FLOW - � ~ COUNTER FLASHING NOA. co STANDING SEAM cu ❑ co METAL PNL. 3/4" cox METAL SCUPPER CALCULATIONS o O EXYLYWOOD ��`" < U) ASTM -D226 TYP II ROOF SHEATHING UNDERLAYMENT 1 -1/2" HORIZONTAL AREA ......... ............................... .......... ............................... 606 S.F. ATTACHE AS PER MTL. CORRUGATED VERTICAL AREA (1/2 FLAT ROOF AREA) ...................• ....................•.......... 114 S.F. NOA. DECK VERTICAL AREA (1/2 PARAPET AREA) .::.•..• .............. ..............•................ 73 S.F. SEAL: 3/4" CDX CONT. MTL DRIP TOTAL ROOF AREA ............................ . 72o S.F. EX.PLYWOOD EDGE W #8 METAL SCUPPER SIZE LCONT. x W6 x H4) SCREWS @16 "O.0 WEIR LENGTH c OF .:F ROOF SHEATHING � 1„ COVER SCREWS ! •;�•'�r ^# AS PER TABLE 1106.7 OF FLORIDA BUILDING CODE 2010 (PLUMBING) o! ,1EV •. -. MTL.CORRUGATED W/ SEALENT 6" OF WEIR LENGTH �Q,•'. � �ti .6 DECK 5" OR RAINFALL RATE (INCHES PER HOUR) co it °;7 • Air•)! R� . STUCCO ON 4 HEAD . R..__ .:.. R--30 BATT. GALV. MTL. MESH HORIZONTALLY PROJECTED ROOF AREA (SQUARE FEET) ...............720 S.F. * 3LRr�101575�5 m �C « { � •- .) . FASTENED TO \ off%.`$�`.�: ,. UNDERSIDE OF 1 OVER FLOW METAL SCUPPER '�• A�> T METAL DECK r' 961 S.F. x 1 = F 2� i2- MC6x12 CHANNEL METAL TRUSSES ( 6 S .961 8 7 O S.F. (TOTAL ROOF AREA) ni j�� . , � •,��." .�� ; P R I 4' SEE STRUCTURAL �SI'�''6.• °"_���?'• ��;"' U L N S C� 0. C SEE STRUCTURE PITCHED STUCCO METAL CONDUCTOR AND LEADER METAL TRUSSES \ Mark A Coltrain AR 0013380 j AS PER FBC 2010 PL. TABLE 1106.2(1) �, Richard K. Jones, AIA AR 0015755 Q Q 3" DIA. LEADER AND CONDUCTOR TO EVACUATE UP TO 1,760 SF ROOF AREA W/ 5" RAIN FALL 6// n . SHEET TITLE: ROOF PLAN CONC. TIE BEAM- MIAMI DA�DS , FIRE DEPART ME NT Job No. Drowing No. 2012 -5 C EAVE DETAIL Drawn By: A22 1-112"= V -0" A2,2 Date Plotted: 05/24 /2012 NOTE: EAVE PROFILE SHALL MATCH PROFILE OF EXISTING AUDITORIUM BUILDING SwIle-r (VARIES - SEE DRAWING)