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ELEVATION <br />r3 r2 <br />E F G <br />AL TOP OF PARAPET <br />Il- <br />39'-11 <br />24'-5" <br />2'-0" <br />2 1 10'-8" <br />29'-3" 4'-9" <br />14'-10" <br />4'-10" <br />CANOPY <br />AL TOP OF PARAPET <br />4 <br />I I <br />EL. +21'-0" <br />o <br />_ co <br />- - <br />_ <br />3\1 r co iv 3,-0 <br />CANCIP <br />, <br />ROOF <br />I, 7 8" 8 CRICKET <br />(TYP.) <br />i I <br />1� O <br />I I •`, I I <br />I , <br />4Q- <br />p`�`. SLOPE 1/4"/FT. SLOPE 1/4"/FT. �. ; / <br />`\ <br />0 o j <br />, <br />u <br />! _ a. c <br />- O a <br />z <br />I? I i u � U <br />TOP. OF ROOF DECK j <br />TOP OF PARAPET TOP. OF ROOF DECK (HIGH POINT) TOP. OF ROOF DECK 1' <br />EL. +21'-0" If EL. +17'-101/2" EL- +18'-6" EL. +17'-10" <br />5 <br />z <br />0 2 <br />w A-4.0 <br />J <br />W <br />6�; <br />TOP OF PARAPET <br />EL. +19'-7" <br />TOP OF PARAPET <br />EL. +24'-8" <br />7 <br />1 0„ 1/8' <br />X-0" <br />ANO Y <br />SLOPE 1/4"/FT. <br />SLOPE 1/4"/FT. <br />ROOF I <br />CRICKET I <br />(TYP.) <br />8" I I <br />2'-4" X 14'-0" <br />`1 C NOP <br />ACCESS PANEL <br />RE: DETAIL 6/ A-8.1 <br />(2) 4" DOWNSPOUT PIPE <br />SLOPE 1/4"/FT. <br />SLOPE 1/4"/FT. (TYP.) <br />5 <br />4" RD. DRAINAGE PIPING <br />- 1/4" PER FOOT SLOPE MIN. <br />4" RD. OVERFLOW DRAIN <br />(TYP.) Ij <br />5 -u" I ' LJ IJ <br />CANOPY <br />co 1 <br />II <br />4 P �` <br />ROOF <br />CRICKET / <br />(TYP.) <br />18'-4" <br />1 -- <br />8 \0Al 2 <br />go <br />TOP OF PARAPET Lam- &' Q TOP OF PARAPET <br />EL. +24'-8"..._...... U 4 EL. +21'-0" <br />ELEVATION <br />tee' n„ <br />I I <br />i <br />TOP. OF ROOF DECK <br />(LOW POINT) <br />EL_ +17'-9 1/2" j <br />5'-0' <br />I CANOPY <br />T', <br />0o I <br />2 <br />} <br />a. <br />0 <br />z <br />U <br />TOP OF PARAPET <br />EL. +23'-2" <br />3 <br />z <br />O <br />1 � <br />��� w <br />J <br />W <br />i1 TOP OF PARAPET <br />EL. +21'-0" <br />0 1 <br />A-5.0 <br />Y <br />C., TOP OF PARAPET <br />EL. +24'-8" <br />TOP OF PARAPET <br />EL. +21'-0" <br />ROOF PLAN <br />SCALE: 3/16" = V-0" <br />ROOF PLAN LEGEND: <br />MASONRY PARAPET <br />STUD FRAMING SYSTEM PARAPET <br />ROOFING NOTES <br />1. THE ROOFING SYSTEM TO HAVE A 20 YEAR WARRANTY, JOHNS MANVILLE SBS MODIFIED BITUMEN <br />W/ GLASKAP CR MEMBRANE, N.O.A. 16-0413.21 OR APPROVED EQUAL. PROVIDE MIN 4" INSULATION <br />W/ MIN R=19 INSULATION VALUE, INITIAL SRI = .76, UPLIFT MIN 108 PSF W/ GENERAL LIMITATION #7 <br />2. ALL WORK SHALL BE COORDINATED WITH ALL PERTAINING SUBCONTACTOR AND PLANS. ANY <br />DISCREPANCIES SHALL BE NOTIFIED TO THE ARCHITECT IN WRITING, PRIOR TO STARTING WORK. <br />3. WALK PAD PATH TO AND AROUND UNITS AND ACCESS DOORS REQUIRED (30" MIN. WIDTH). <br />MATERIAL TO BE COMPATIBLE WITH ROOFING SYSTEM USED AND ADHERED TO MEMBRANE- MUST <br />EXTEND FROM HATCH TO AND AROUND ALL HVAC UNITS AND ROOF SIGNAGE VAULTS. T.P.O OR <br />A.P.D.M. 6 MIL. MIN. <br />4. CONDENSATION DRAINS TO BE PIPED ABOVE ROOF TO THE NEAREST DRAIN. BLOCKS REQUIRED <br />TO ADEQUATELY SUPPORT LINES AND REQUIRED MEMBRANE PAD UNDER EACH. <br />5. ROOF TOP UNIT SIZE(S) & LOCATIONS ARE SHOWN FOR CONCEPT ONLY. RE: MECHANICAL DRAWINGS <br />6. RE: STRUCTURAL& WIND LOAD CALCS FOR REVIEW. <br />7. ALL ROOF EQUIPMENT UNITS SHALL BE LOCATED A MINIMUM OF 10'-0" FROM ALL ROOF EDGES <br />IN ALL DIRECTIONS. <br />8, CONTRACTOR SHALL VERIFY SIZE AND LOCATION OF ROOF OPENING DIMENSIONS FOR ROOF <br />TOP EQUIPMENTS WITH EQUIPMENT MANUFACTURER, STRUCTURAL AND MECHANICAL <br />DRAWINGS, ARCHITECT SHALL BE NOTIFIED OF ANY DISCREPANCIES. <br />NOTE: <br />G.C. TO COORDINATE ALL ROOF EQUIPMENT PENETRATIONS WITH MECHANICAL, ELECTRICAL AND <br />PLUMBING DRAWINGS - SUBMIT TRUSS SHOP DRWGS FOR APPROVAL BEFORE FABRICATION. <br />CALCULATIONS FOR PROJECTED ROOF AREA <br />ROOF AREA = 6,130 SQUARE FEET <br />ROOF PERIMETER = 472 LINEAR FEET X 5 FEET (AVERAGE ROOF HEIGHT) X 50% <br />= 1, 180 SQUARE FEET OF VERTICAL ROOF AREA <br />TOTAL ROOF AREA = ROOF AREA + ROOF PERIMETER = 7,310 SQUARE FEET <br />RAINFALL IN INCHES PER HOUR = 5.0 <br />(BASED ON THE 100-YEAR HOURLY RAINFALL RATE INDICATED IN FIGURE 1106.1) <br />5.0 INCHES RAINFALL PER HOUR = 0.0530 GPM PER 1 SQ. FT <br />7,310 SQUARE FOOT (TOTAL ROOF AREA) X 0.0530 = 387.4 GPM <br />387A GPM TOTAL / (4) DOWNSPOUT PROVIDED = 96.9 GPM PER DOWNSPOUT <br />BASED TABLE 1106.2 <br />PROVIDE (4) 4" DIAMETER LEADER @ 1/4" PER FOOT MIN. = 163 GPM <br />ROOF PLAN KEYED NOTES <br />ITEM # <br />DESCRIPTION <br />❑1 <br />ROOFING SYSTEM JOHNS MANVILLE SBS MODIFIED BITUMEN W/ GLASKAP CR MEMBRANE, <br />N.O.R. 16-0413.21 OR APPROVED EQUAL. PROVIDE MIN 4" INSULATION <br />W/ MIN R=19 INSULATION VALUE. <br />NOT USED <br />�3 <br />PROVIDE CRICKET AT ALL CURBS/ROOF PENETRATIONS AS REQUIRED. <br />® <br />METAL CANOPY OVERHANGING ABOVE STOREFRONT. BY SPECIALTY <br />CONTRACTOR UNDER SEPARATE PERMIT. G.C. SHALL PROVIDE SIGNED & SEALED <br />SHOP DWG'S AND CALCULATIONS BEFORE INSTALLATION. REF: ELEVATIONS FOR DETAILS <br />PROVIDE ROOF TOP WALKWAY PADS TO MATCH ROOF SYSTEM AND PLACED AROUND <br />ALL RTU AND RTU CAPS. (TYPICAL) <br />© <br />NOT USED <br />STUDS FRAMING SYSTEM AT THE HEIGHT OF PARAPET WITH SUPPORT ONLY <br />IN THE EXTREME <br />® <br />PARAPET SUPPORT. SEE STRUCTURAL DWG'S. <br />a <br />NOT USED <br />10 <br />NOT USED <br />ILd <br />_ SITE <br />s <br />' S <br />? <br />s <br />�r 1 <br />r <br />Fl n1 <br />KEY PLAN <br />DesignTec <br />Internationa <br />Associates, Inc. AA26001933 <br />Architecture • Planning • Intedor Design <br />14125 N.W. 80th Ave. Suite 303 <br />Miami Lakes, FI. 33016 <br />T. 786-235-9097 <br />F. 305-362-4420 <br />dtiinfo@dtiarchitect.com <br />www. dtiarch itect. corn <br />Revisions: <br />Date Description <br />O <br />C) <br />Z <br />0 <br />N <br />W <br />M <br />"' <br />a�~o <br />"O <br />W <br />�WWv <br />Z <br />iw <br />� <br />0. <br />Co <br />W <br />O <br />m <br />iY. <br />p <br />gg <br />O <br />W <br />Q <br />w <br />Q <br />J <br />Z <br />�a <br />w <br />o <br />W <br />L) <br />o <br />F- <br />W <br />d' <br />Q <br />ZIL <br />vi`' <br />a� <br />Q <br />0 <br />LI <br />W <br />Ln <br />J <br />= <br />� <br />Z <br />M <br />m��OD <br />a� <br />J <br />Z <br />�., <br />o <br />a <br />O <br />� <br />O <br />W <br />R <br />V. <br />Lu2 <br />190 <br />OVW <br />MW <br />yr <br />> <br />Z <br />Q <br />= <br />u 0 <br />a. <br />LU <br />IL <br />v <br />� <br />W <br />N <br />° OW <br />1% <br />N <br />= <br />Job Number: <br />19093.01 <br />File naine: <br />Issued Date: <br />03.30.20 <br />Drawn by: <br />J.0 <br />Cheeked by: <br />C.P <br />SHEET NAME <br />ROOF <br />SHEET NUMBER <br />A-3.0 <br />