Laserfiche WebLink
PRECAST LINTEL - <br />SEE STRUCTURAL <br />v <br />NOTCHED APRON <br />: <br />AND SCUPPER <br />SET IN <br />P.T. WOOD BLOCKING <br />P.T, WOOD BLOCKINGFLANGE <br />1 <br />ELASTIC ROOFERS <br />j t [ <br />CEMENT AND NAILED <br />f <br />5' X b ` SCUPPER,_ 1 <br />TO WOOD BLOCKING <br />„ <br />8' X 16 SCUPPER <br />TWO-PLY STRIPPING <br />SEE 5MACNA PLATES <br />1-26 THRU 1-26 <br />`. 9LOPF 1!2" <br />� a <br />P.T. WOOD BLOCKING >: <br />-- ------------- ,- ; { <br />44 <br />P.T. WOOD BLOCKING <br />ROOF MEMBRANE <br />ALUMINUM DOWNSPOUT <br />° <br />AND CONDUCTOR <br />RIGID INSULATION <br />HEAD <br />METAL ROOF DECK <br />. <br />NOTE: <br />SET BOTTOM OF OVERFLOW <br />SCUPPER TO BE MAX, OF 3" ABOVE <br />BOTTOM OF PRIMARY SCUPPER <br />e6CONDARY I—ER <br />DETAIL <br />0 <br />w'A 11�," <br />FT. V <br />n <br />..wv—. L NOTES <br />I. ALL PITCHED ROOF SYSTEMS SHALL HAVE A 4:12 PITCH UN.O. <br />2. ALL FLAT ROOF SYSTEMS SHALL HAVE A 1/4" PER FOOT SLOPE UTi.O. - <br />ROOF JOISTS SLOPE - SEE STRUCTURAL <br />3, ALL ROOFING COLORS TO BE SELECTED BY ARCHITECT U.N.O. <br />4. ALL EDGE FLASHING TO BE ALUMINUM UN.O. <br />PRECAST LINTEL - <br />5. ALL MISC. FLASHING TO BE ALUMINUM U.N.O. <br />SEE STRUCTURAL <br />6. NO ROOF PENETRATIONS SHALL BE MADE THRU ANY METAL ROOF <br />SYSTEMS U.N.O. <br />NOTCHED APRON <br />AND SCUPPER <br />1, REFER TO SONNY'S CAR WASH DRAWINGS FOR ADDITIONAL <br />FLANGE SET IN <br />INFORMATION. <br />ELASTIC ROOFERS <br />CEMENT AND NAILED <br />S. ALL WOOD TO BE PRESSURE TREATED, UNLESS NOTED OTHERWISE. <br />TO WOOD BLOCKING <br />TWO-PLY STRIPPING <br />ROOF MEMBRANE <br />RIGID INSULATION <br />METAL ROOF DECK <br />e <br />a 5' C.M.U. <br />0 1 SCUO'f�I? t C-ON =TOR HEW) DETAIL <br />SCALE: I" . 1'-0" <br />16 GA. MIN. FRAME <br />2" WOOD NAILER - <br />INSULATION SUPPLIED <br />BY CURB MANUF. <br />SEE STRUCTURAL <br />DRAWINGS ANGLES AND <br />FRAMING AT UNIT OPENINGS <br />NOTE: <br />ALL FLASHING, FASTENERS <br />t CANTS TO MEET ROOF <br />MANUFACTURERS <br />WARRANTY REQUIREMENTS. <br />SEAL STRIP <br />COUNTERFLASHING <br />FASTENED APPROX. <br />18"" O.C.-SUPPLIED <br />AND INSTALLED BY <br />SHEET MTL. CONTR. <br />BASE FLASHING <br />P.T. WOOD BLOCKING <br />FASTENED TO DECK <br />2X CANT STRIP <br />7A)l EQUIMIENT CUfM DETAIL <br />SCALE: N.T.S. <br />KEYED NOTES <br />01 VERSIWELD SINGLE PLY TPO ROOFING MEMBRANE OVER 3-1/21' <br />MINIMUM ISOBOARD INSULATION OVER METAL ROOF DECK <br />STANDING SEAM ALUMINUM ROOFING OVER "ICE AND WATER <br />SHIELD" OVER 5/5" EXTERIOR GRADE PLYWOOD SHEATHING <br />PARAPET WALL SYSTEM WITH EIFS TRIM AND METAL COPING - SEE <br />WALL SECTIONS <br />QCONTINUOUS 4" CANT STRIP - SEE WALL SECTIONS <br />V BUILT-UP CRICKET AS REQUIRED <br />�6 PRIMARY ROOF SCUPPER TO COLLECTOR BOX W/ DOWNSPOUT - <br />SEE DETAIL 2/A3 <br />0 SECONDARY ROOF SCUPPER - SEE DETAIL 3/A3 <br />0 LOCATION OF FUTURE S}GNAGE BY SIGN VENDOR - SEE EXTERIOR <br />ELEVATIONS <br />10 EXHAUST VENT - SEE MECHANICAL DRAWINGS <br />}I OUTLINE OF BUILDING BELOW <br />ROOF CURB FOR MECHANICAL ROOF TOP UNIT - SEE DETAIL A/A3 12 3 <br />AND MECHANICAL DRAWINGS <br />13 APPROXIMATE LOCATION OF PLUMBING VENT - SEE PLUMBING <br />PLANS <br />14 MECHANICAL GOOSENECK - SEE MECHANICAL DRAWINGS <br />15 ROOF ACCESS LADDER - SEE DETAIL 2/A5e <br />16 METAL DOOR SYSTEM - SEE FLOOR PLAN AND DOOR SCHEDULE <br />}-I DIAGONAL WALL BRACING - SEE WALL SECTIONS AND <br />STRUCTURAL DRAWINGS FOR MORE INFORMATION <br />15 APPROXIMATE SIGNAGE LOCATION - SEE EXTERIOR ELEVATIONS <br />ROC* PLAN <br />SCALE: 3/16" - i'-01" <br />VERSIWELD TPO SINGLE -PLY ROOF SYSTEM <br />.080 MIL THICK <br />PETERSEN ALUMINUM COIF, "SNAP CLAD" SERIES <br />STANDING SEAM ALUMINUM ROOF SYSTEM, .04" <br />THICKNESS x 16" WIDE PANEL WITH STIFFENING RIBS, <br />STONE WHITE - FLORIDA PRODUCT APPROVAL 024423.8 <br />OVER "GRACE HT ICE AND WATER SHIELD" WATER <br />PROOF MEMBRANE <br />INDICATES DIRECTION OF DOWNWARD SLOPE OF ROOF <br />REVISIONS <br />BY <br />' , 00 <br />CO <br />� CO <br />L4 <br />r--. 00 <br />v <br />9C�2 cad �., <br />N 8 <br />./ a .- <br />�� U • CV t�S <br />=' > <br />Q 'd <br />ti . <br />N <br />Co <br />r� <br />s <br />ys4 <br />J. <br />... <br />�a <br />9y <br />5. <br />00 <br />6 CD <br />U-' —i [ ❑ <br />Q�� <br />00 <br />�o <br />+n <br />U <br />O v <br />R+ <br />O <br />0) Q M <br />4- <br />m Q = <br />�Uvi c°� <br />-CJ :� N O <br />° Z > L o <br />m -C 1L <br />Q <br />m _ a <br />i i, ° N <br />Q <br />z <br />Date: 08. 25. 21 <br />Scale: AS NOTED <br />Project Mgr: AC <br />Drawn: MS <br />Job: 21-082 <br />Sheet <br />A3 <br />