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HomeMy WebLinkAbout5380-F85FB-v20.0 - Sheet - P3 - PLUMBING ROOF PLAN16" X 8" OVER FLOW SCUPPER: 2" ABOVE ROOF SURFACE (TYP.) ROOF TOTAL = 3686 SF PARAPET WALL AREA A1.2 = 318 SFPARAPET WALL AREA A1.1 = 206 SF PARAPET WALL AREA A1.3 = 154 SF PARAPET WALL AREA A1.4 = 148 SFREFER TO ARCHITECTURAL FOR DOWNSPOUT DETAILS (TYP.)16" X 8" ROOF SCUPPER #3 W/ 4"ø DOWNSPOUT ROOF TOTAL = 1235 SF 16" X 8" ROOF SCUPPER #2 W/ 4"ø DOWNSPOUT ROOF TOTAL = 2365 SF 16" X 8" OVERFLOW SCUPPER 2" ABOVE ROOF SURFACE (TYP.) ROOF TOTAL = 2365 SF 4"ø DOWNSPOUT FROM PITCHED ROOF = 365 SF 4"ø DOWNSPOUT FROM PITCHED ROOF = 365 SF FLAT ROOF AREA = 2908 SF FLAT ROOF AREA = 1788 SF FLAT ROOF AREA = 1025 SF PARAPET WALL AREA A2.1 = 154 SF PARAPET WALL AREA A3.1 = 90 SF PARAPET WALL AREA A3.3 = 258 SFPARAPET WALL AREA A3.2 = 72 SFPARAPET WALL AREA A2.4 = 48 SF PARAPET WALL AREA A2.3 = 56 SFPARAPET WALL AREA A2.2 = 166 SF PLUMBING SIZE OF CONDUCTORS AND LEADERS RAINFALL RATE (INCHES PER HOUR) = 5" HORIZONTALLY PROJECTED ROOF AREA SQUARE FOOTAGE ROOF SCUPPER #1 FLAT ROOF AREA 2908 SQ.FT. PARAPET WALL AREA A1.1= (206/2) 103 SQ.FT. PARAPET WALL AREA A1.2= (318/2) 159 SQ.FT. PARAPET WALL AREA A1.3= (154/2) 77 SQ.FT. PARAPET WALL AREA A1.4= (148/2) 74 SQ.FT. PITCHED ROOF AREA 365 SQ.FT. TOTAL 3686 SQ.FT. ROOF SCUPPER #1 2017 FBC -PLUMBING, TABLE 1106.3 -VERTICAL LEADER SIZING: 3686 SQ. FT @ 5" RAIN PER HOUR = 191 GPM = 4"ø VERTICAL LEADER C E A1 D B REFER TO MECHANICAL SHEETS FOR CONDENSATE PIPE SIZES (TYP.) FLAT ROOF AREA = 59 SF FLAT ROOF AREA = 870 SF ROOF AREA = 730 SF WCH RTU-1 RTU-3 16" X 8" OVERFLOW SCUPPER 2" ABOVE ROOF SURFACE (TYP.) ROOF TOTAL = 1235 SF ROOF AREA = 156 SF WALL AREA = 188/2 SF WALL AREA = 160/2 SF TOTAL ROOF AREA = 330 SF ROOF AREA = 29 SF WALL AREA = 32/2 SF WALL AREA = 178/2 SF TOTAL ROOF AREA = 134 SF ROOF AREA = 30 SF WALL AREA = 186/2 SF TOTAL ROOF AREA = 123 SF ROOF AREA = 201 SF WALL AREA = 178/2 SF TOTAL ROOF AREA = 280 SF ROOF AREA = 198 SF WALL AREA = 170/2 SF TOTAL ROOF AREA = 283 SF ROOF AREA = 194 SF WALL AREA = 228/2 SF TOTAL ROOF AREA = 308 SF ROOF AREA = 121 SF WALL AREA = 142/2 SF TOTAL ROOF AREA = 192 SF RTU-2 PLUMBING SIZE OF CONDUCTORS AND LEADERS RAINFALL RATE (INCHES PER HOUR) = 5" HORIZONTALLY PROJECTED ROOF AREA SQUARE FOOTAGE ROOF SCUPPER #2 FLAT ROOF AREA 1788 SQ. FT. PARAPET WALL AREA A2.1= (154/2) 77 SQ. FT. PARAPET WALL AREA A2.2= (166/2) 83 SQ. FT. PARAPET WALL AREA A2.3= (56/2) 28 SQ. FT. PARAPET WALL AREA A2.4= (48/2) 24 SQ. FT. PITCHED ROOF AREA 365 SQ. FT. TOTAL 2365 SQ. FT. ROOF SCUPPER #2 2017 FBC -PLUMBING, TABLE 1106.3 -VERTICAL LEADER SIZING: 2365 SQ. FT @ 5" RAIN PER HOUR = 123 GPM = 4"ø VERTICAL LEADER PLUMBING SIZE OF CONDUCTORS AND LEADERS RAINFALL RATE (INCHES PER HOUR) = 5" HORIZONTALLY PROJECTED ROOF AREA SQUARE FOOTAGE ROOF SCUPPER #3 FLAT ROOF AREA 1025 SQ. FT. PARAPET WALL AREA A3.1= (90/2) 45 SQ. FT. PARAPET WALL AREA A3.2= (72/2) 36 SQ. FT. PARAPET WALL AREA A3.3= (258/2) 129 SQ. FT. TOTAL 1235 SQ. FT. ROOF SCUPPER #3 2017 FBC -PLUMBING, TABLE 1106.3 -VERTICAL LEADER SIZING: 1235 SQ. FT @ 5" RAIN PER HOUR = 64 GPM = 3"ø VERTICAL LEADER (4"ø PROVIDED) ROOF AREA = 115 SF WALL AREA = 42/2 SF TOTAL ROOF AREA = 136 SF 16" X 8" ROOF SCUPPER #1 W/ 4"ø DOWNSPOUT ROOF TOTAL = 3686 SF A2 A3 2"ø VTR 2 1/2"ø VTR 2 1/2"ø VTR RD-1 RD-1 RD-1 RD-1RD-1 RD-1 RD-1 ROOF DRAIN TECHNICAL DATA:100 YEAR, 1 HR RAINFALL = 4.5" (ROUND UP TO 5") TOTAL ROOF AREA = HORIZONTAL PROJECTED AREA + HALF THE AREA OF VERTICAL WALLS THAT DIVERT WATER TO THE ROOF OVERFLOW LOW DRAINAGE: CALCULATED FROM FBC TABLE 1106.2 AS MODIFIED BY SECTION 1108.3 VERTICAL & HORIZONTAL PIPING TOTAL AREA ROOF LABEL LARGEST TRIB. AREA GPM QTY.ø" VERT. STORM DRAIN PIPE SIZING (PER 2017 FBC -PLUMBING, TABLE 1106.2) CAPACITY (GPM) SLOPE OF HORIZONTAL DRAIN PIPE SIZE (INCHES) 2 4 5 6 8 3 A1 191 13686 SF 3686 SF 4"N/A 34 87 180 311 538 1,117 15 39 81 117 243 505 1/16 IN PER FT 22 55 115 165 344 714 1/8 IN PER FT 31 79 163 234 487 1010 1/4 IN PER FT 44 111 231 331 689 1,429 1/2 IN PER FT B C D E 730 SF 365 SF 1393 SF 330 SF 257 SF 134 SF 136 SF 136 SF 19 2 17 7 7 5 2 1 REQUIRED PROVIDED VERTICAL DRAIN ø" HORIZ. 6" ø" VERT.ø" HORIZ. 4" 2"4"2"4" 2"2"2"2" 2"2"2"2" 2"2"2"2" A2 A3 123 12365 SF 2365 SF 4"N/A5"4" 64 11235 SF 1235 SF 3"N/A4"4" CONNECTED TO MAIN STORM PIPING BY OTHERS DOWNSPOUT BY OTHERS 2"ø STORM TERMINATE 4" INTO DOWNSPOUT ECO 2-WAY RD-1 6 "ø S T SHEET TITLECLIENT NAMEPROJECT NAMECHECKEDDRAWNDATEPROJECT NO.COPYRIGHT © -All reports, plans, specifications, computer files, field data, notes and other documents are instruments of service preparedby: Cuhaci & Peterson, (C & P) as instruments of service remain the property of C & P. C & P shall retain all common law, statutory and other reserved rights, including the copyright thereto. Any use or reproduction of this document without written permission from C & P is a violation of Federal copyright laws.4/16/2020 1:07:01 PMP3218071904-17-2020DJSJJDPLUMBING ROOF PLANORANGE AVE. & KINGS HWY, FT. PIERCE, FLWAWA260 WEST BALTIMORE PIKEWAWA, PENNSYLVANIA 19063WAWA F85FB 2020.00 STORE #5380-ORN04/17/2020 1/4" = 1'-0"P3 1 PLUMBING ROOF PLAN NOT TO SCALEP3 3 ROOF AREA CALCULATIONS NOT TO SCALEP3 2 ROOF DRAIN RD-1 RISER Revision ScheduleNo.DescriptionDatePERMIT SET04/17/2020