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13-749-057GENERAL ROOF NOTES .1. ALL METAL FLASHING SHALL BE GALVANIZED STEEL. PROVIDE MIN. 12" CLEARANCE BETWEEN CONDUITS AND A MIN. 18" HEIGHT TO ALLOW FOR METAL FLASHING AND COUNTER FLASHING. -3. PROVIDE 24" CLEARANCE BETWEEN CURBS, CURBS AND PARAPETS, ETC. 4. PRIME AND ADHERE SMOOTH MEMBRANE A MIN. OF 1-1/2" ON EITHER SIDE OF JUNCTURE OF COPING CLEAT WITH TOP OF PARAPET, OR A MIN. OF 1" BELOW ANY ATTACHMENTS. 5. A.R.B.S (OR APPROVED EQUAL) CLEAT SYSTEM ON COPING TO BE FASTENED MOTH ATOP PARAPET AND ON OUTSIDE FACE. 6. PARAPET WALLS LESS THAN 36" HIGH ARE TYPICALLY WRAPPED ON THE INTERIOR FACE WITHOUT TERMINATION 1AR/AND OR COUNTER FLASHING. 7. TERMINATION MARS BELOW ANY COUNTER FLASHING MUST BE 3 -COURSED WITH MEMBRANE OR EQUIVALENT. 8. PARAPET CAP DETAIL AT CORNERS HAVE A 45' SOLDERED SEAM WITH A 2 FOOT MAXIMUM OUTSIDE DIMENSION. 9. PARAPET WALLS HIGHER THAN 36"; IF WRAPPED, REQUIRE TERMINATION IiIAR BETWEEN 12 AND 24" FROM DECK, WITH A MIN. 6" LAP OF MEMBRANE 'FLASHING OR WATERPROOFING MEMBRANE OVER TERMINATION BAR. IF NOT WRAPPED WITH STUCCO INSTALLATION; USE A TWO PIECE COUNTER FLASHING WITH STUCCO RECEIVING PIECE ATTACHED THROUGH A 1" MIN. BUTYL TAPE. IF NOT WRAPPED ON A NON STUCCO WALL, A ONE PIECE COUNTER FLASHING WITH SEALANT LIP WILL SUFFICE. 10. VTR MAY BE FLASHED WITH 40 LB. LEAD. IF VANDAL PROOF CAPS ARE USED, A FLASHING COLLAR AND RAIN COLLAR MUST fE USED BELOW THE CAP, EXTENDING A MIN. OF 2" PASSED THE OPENING. THE CAP MUST NOT PERFORATE ANY PART OF THE WATERPROOFING AND/OR ALLOW WATER INTO THE BUILDING. 11. SPLASH BLOCKS ARE TO BE ADHERED TO A SACRIFICIAL CAP SHEET WITH A MIN. OF 3 FEET IN THE DIRECTION OF FLOW. 12. USE 16 GA. STAINLESS STEEL STRAPS FOR 18 GA. DOWNSPOUT. 10 ROOFING DETAIL A-450 Scale: 3" =1'-0" CANT STRIR R) 4' MAX. UNLESS OTHERWISE NOTED SCUPPER .. 7 GUTTER DETAIL (TYP) A-450 Scale: 3" =1'-0" PARAPET CAP. SEET DETAIL 1/A-450 1/4" SEALANT ON BACKER ROD AROUND SCUPPER FOLDED EDGE SCUPPER OPENING — 6"h x 16"w CLEAR UNLESS NOTED OTHERWISE 18 GA GALVANIZED SCUPPER 18 GA. STAINLESS STEEL CONDUCTOR HEAD —ALL JOINTS FULLY SOLDERED COUNTER FLASHING — EXTEND MEMBRANE FLASHING AND TURN INSIDE 4" MIN. 18 GA. GALVANIZED STEEL STRAPS W/ 3/8" TAP CON FASTENERS P.T. WOOD BLOCKING AS REQUIRED ROOF SYSTEM GALVANIZED STEEL WELDED DOWNSPOUT TUBE 4' MAX. UNLESS OTHERWISE NOTED / s ROOFING DETAIL \ A-450 / Scale: 3" =1'-0" PARAPET CAP. SEET DETAIL 1/A-450 1/4- SEALANT ON BACKER ROD AROUND SCUPPER SCUPPER OPENING — 6"h x 12"w CLEAR UNLESS NOTED OTHERWISE 18 GA GALVANIZED SCUPPER COUNTER FLASHING — EXTEND MEMBRANE FLASHING AND TURN INSIDE 4" MIN. P.T. WOOD BLOCKING AS REQUIRED ROOF SYSTEM / s \ROOFING DETAIL \ A-450 l Scale: 3" =1'-0" CANT STRIP (TYP) CONCRETE/MASONRY WALL (TYP) , 20 GA. GALVANIZED STEEL 3" STRAPS W/ 1 1/4" PRE -DRILLED MASONRY FASTENERS (10'-0" MAX.) b UVtKhLUW S�UN�tK PARAPET CAP. SEET DETAIL 1/A-450 ROOFING SYSTEM FIBER CANT (CONT.) INSULATED BOARD, TYP. MIN. "R" VALUE = 30 2" LIGHT WEIGHT STRUCTURAL CONCRETE OVER METAL DECK, OVER PSI JOISTS, SEE STRUCTURAL DRAWINGS. CONCRETE BEAM, SEE STRUCTURAL DRAWINGS STUCCO FINISH NANIZED STEEL SUPPORT STRAPS 'OND FASTEN TO WALL WITH 3/8" 'ANSION BOLT MASONRY ;TENERS DF LINE GA. GALVANIZED STEEL NDUCTOR HEAD - ALL JOINTS _LY SOLDERED GA. 4"0 GALVANIZED STEEL LAND TUBE DOWNSPOUT 1:12 MIN. —PARAPET CAP. SEEP DETAIL 1/A-450 — ROOFING SYSTEM — FIBER CANT (CONT.) INSULATED BOARD, TYP. MIN. "R" VALUE = 30 —2" LIGHT WEIGHT STRUCTURAL CONCRETE OVER METAL DECK, OVER PSI JOISTS, SEE STRUCTURAL DRAWINGS. —CONCRETE BEAM, SEE STRUCTURAL DRAWINGS — STUCCO FINISH — FLUID APPLIED WATERPROOFING —SEE SPECIFICATIONS 1/4" SLOPE CAST IN PLACE EYEBROW W/ - TEXTURED EXTERIOR FINISH ON ALL SIDES 3/4" DRIP s ROOFING DETAIL \ A-450 l Scale: 1-1/211 =1'-0" REMOVABLE TOP (FASTENED THROUGH LOCK -SEAM WITH S.S. #10 SCREWS & NEOPRENE WASHERS) APPROVED S.S. LIGHTNING LINE -JACK (MANUFACTURED BY S.B.C. INDUSTRIES OR EQUAL) REFER TO SPEC SECTION 07600. APPROVED CAP FLASHING APPROVED BASE FLASHING APPROVED CAP SHEET APPROVED INTERPLY SHEET MECH. ATTACHED BASE -� SHEET INSULATED BOARD, TYP. MIN. "R" VALUE = 30 2" LIGHT WEIGHT STRUCTURAL CONCRETE OVER METAL DECK, OVER PSI JOISTS, SEE STRUCTURAL DRAWINGS. PENETRATION (BY OTHERS) NEOPRENE INSERT LIGHTNING PROTECTION CABLE (BY OTHERS) FACTORY SOLDERED THROAT ROOF FLANGE a" (3-1/2" MIN.) MIN. ROOF CEMENT 5 LIGHTNING PROTECTION DETAIL (V • A-450 Scale- 1-1/2" —1'-0" i � • v ,•• Y Y � APPROVED CAP FLASHING APPROVED BASE FLASHING u TOP OF FLASHING APPROVED CAP SHEET CAPPED OR ROLLED INTO PIPE vw u • Y APPROXIMATELY 1" APPROVED INTERPLY SHEET MECH. ATTACHED V • Y • BASE SHEET VENT STACK INSULATED BOARD, TYP. MIN. "R" VALUE = 30 LEAD BOOT 2" LIGHT WEIGHT V u Dr=8r6N AND STRUCTURAL CONCRETE PRIMED FLANGE OVER METAL DECK, w OVER PSI JOISTS, SEE ROOF CEMENT STRUCTURAL DRAWINGS. / a \VENT STACK FLASHING DETAIL A-450 Scale: 1-1/2" —1'-0" so GALVANIZED STEEL PAN HEAD GALVANIZED STEEL — — " T — —'`` #10 SHEET METAL SCREW MASONARY ANCHOR O DOWNSPOUT STRAPS --� J EXISTING GRADE a" CMU WALL, WITH STUCCO FINISH. METAL TUBE DOWNSPOUT f iGG Yiav G. (V • i � • v ,•• Y Y � �u u w U Y Y L u wee v1,w a c: Y rr• • • r Y w• • • r • u W vw u • Y • t • V • Y • rRECREATIONAL u u .v•,� • V • �..• • ..w•. ti f �•• V u Dr=8r6N AND CONSTRUCTION, INC_ w U 3990 North Powerline Road Ft. Lauderdale, FL 33309 Voice: 954.566.3885 Fax: 954.566.3335 CONNECT METAL - DOWNSPOUT TO PVC PIPE. CONTINUE PVC PIPE AND CONNECT TO NEAREST EXISTING STORM DRAIN. 1% DOWNWARD SLOPE) --- SIDE ELEVATION �� DOWNSPOUT DISCHARGE DETAIL \ A-450 / Scale: 1-1/2" =1'-0" � 2 ROOFING DETAIL \ A-450 / Scale: 1-1/2" =1'-0" (1) LAYER OF 31 WRAP ALL 3 SID WOOD BLOCKING SMOOTGH MEMBF EXTEND 1-1/2" WOOD BLOCKING BOTH SIDES. FULL 2x10 PT E TAPERED 2x8 PI 20 GA. CONT. S1 CLEAT SECURED W/SS SCREWS C PRIME TO ADHEf SMOOTH MEMBRA STUCCO FINISH PREFABRICATED ST. STL. ¢ PARAPET CORNER COPING a i \PARAPET CAP DETAIL (TYP.) A-450 % Scale: 1-1/2" =1'-0" z tr W M O P.T. WD. BLOCKING z U O 0 z T cmn w a w �'JCm Uj IL *3 LL w 00 C •E 11i 0 H- G • © 0 w CC Q W LL a ILw m 0 z J J z n z Z Seal Z ill _ z � nrx� G. >f 4 , 0 2 2013 wJos Murguido, RA J Re . No. AR -10670 C1: o PROJECT NUMBER 1320MPCP L "--- LU FILE No. : GRANULATED CAP SHEET 0 DRAWN : X.X.X. 4" x Vic" COUNTERSUNK �"� REVIEWED: X.X.X_ CL STAINLESS STEEL SCREWS C) 0 CHECKED X.X.X. STAGGERED 12" O.C. & (2) EDE AT EACH END Z DATE : 07--02-13 STAINLESS STEEL wISSUE /REVISIONS PARAPET CAP w #14 SS SCREW 1--1/2" z LONG W/%" NEOPRENE WASHER 8 O.C. F— C/3 z U) 0 C7 C] r NOTE: FIELD TREAT ALL CUTTING/NOTCHING ON P.T. WOOD. ALLOW 1/4- SPACE BETWEEN WOOD MEMBERS. INSTALL WIOD WITH CROWN UP. W SHEET TITLE cn ROOFING DETAILS SHEET NUMBER u u w U ry D — W Cr N N J LA n w '" '" J 0 O C M M U) — w ...� J - J U_ w N f 0 U N U_ r M J J N w< E m o2 0 w U_ 0 PREFABRICATED ST. STL. ¢ PARAPET CORNER COPING a i \PARAPET CAP DETAIL (TYP.) A-450 % Scale: 1-1/2" =1'-0" z tr W M O P.T. WD. BLOCKING z U O 0 z T cmn w a w �'JCm Uj IL *3 LL w 00 C •E 11i 0 H- G • © 0 w CC Q W LL a ILw m 0 z J J z n z Z Seal Z ill _ z � nrx� G. >f 4 , 0 2 2013 wJos Murguido, RA J Re . No. AR -10670 C1: o PROJECT NUMBER 1320MPCP L "--- LU FILE No. : GRANULATED CAP SHEET 0 DRAWN : X.X.X. 4" x Vic" COUNTERSUNK �"� REVIEWED: X.X.X_ CL STAINLESS STEEL SCREWS C) 0 CHECKED X.X.X. STAGGERED 12" O.C. & (2) EDE AT EACH END Z DATE : 07--02-13 STAINLESS STEEL wISSUE /REVISIONS PARAPET CAP w #14 SS SCREW 1--1/2" z LONG W/%" NEOPRENE WASHER 8 O.C. F— C/3 z U) 0 C7 C] r NOTE: FIELD TREAT ALL CUTTING/NOTCHING ON P.T. WOOD. ALLOW 1/4- SPACE BETWEEN WOOD MEMBERS. INSTALL WIOD WITH CROWN UP. W SHEET TITLE cn ROOFING DETAILS SHEET NUMBER