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12-559-019BUILT-UP ROOFING SYSTEM OVER EXTERIOR GRADE PLYWOOD FASTENED TO 3" METAL DECK. SEE STRUCTURAL DRAWINGS AND SPECIFICATIONS FOR DETAILS. 4^ WIDE CONCEALED JOINT SPLICE CON11NUOUS P.T. 3x2 RIPPED---- TO PROPER WIDTH. 1-1/2' SS RING SHANK NAILS,--- PROVIDED AT EVERY 24' O.C. 24GA CALV CLEAT FORMED IN ---- 10'-0^ LENGTHS CONTINUOUS SEALANT, TYP|CAL,--- CONTINUDUB L4X4X1/4^ ANGLE --- BRACING AT PERIMETER FASTENED TO EXISTING CONCRETE WALL, SEE STRUCTURAL 5/8^ CDX PLYWOOD FASTENED TO - THE METAL DECK. V/#12 SELF DRILLING SCREWS AT 6" O.C. EXISTING MASONRY WALL TO REMAIN NEW W-FLANGE BEAM, SEE----- STRUCTURAL EXISTING HORIZONTAL CHAIN LINK FENCE IN AREA OF WORK TO BE REMOVED ROOF SURFACE CAP SHEET PLY SHEET BASE SHEET ROOF DECK SPECIFICATION: N-1-2-HGPFR -~-' '-. / �-� All GAFt accessories shall be used where applicable. This system shall be installed by a GAF@ Master or Master SeUectT`11 Contractor. ri'� Roof Specification nts 1. ROOF SPECIFICATIONS ARE BASED ON GAF'S MANUFACTURER SPECIFICATIONS. QC TO PROVIDE ROOFING AS SPECIFIED OR AN EQUAL APPROVED BY THE OWNER AND ARCHITECT. 2. M0A: 08-1028.02. PAGE S OF 36 �� m� � SLOPE STRUCTURE 1/4- SLOPE 1/4^ TO DRAIN K -'� Wall Section 1, ASE/PLY EDGE THICKNESS OF WHICHEVER IS GREATER. 2. FOR DRAINAGE OVER EDGE USE METAL WITHOUT GRAVEL STOP UP. 1. BASE/PLY SHEET(S) TURNED OVER EDGE A MINIMUM OF 1/2- (38mm) OR THICKNESS OF NAILER WHICHEVER IS GREATER OR A 3EPARAT10N MEMBRANE SHEET IS INSTALLED AS SHOWN 2. THIS DETAIL SHOULD BE USED ONLY WHERE WATER DRAINS AWAY FROM EDGE. 3. PRIME BOTH SIDES OF FLANGE AND SET |TlN ROOF CEMENT ON MOP MB, COLD MB B4, MB AND BUR. SET PRIMED FLANGE IN HEAT SOFTENED MEMBRANE ON TORCH APP AND HEAT-WELD 3BS SYSTEMS. NAIL 8" O.C. Flat Edge 22 GAUGE STAINLESS STEEL 4-0 DOWNSPOUT 14 GAUGE STAINLESS STEEL DOWNSPOUT HANGER, TYPICAL 14 GAUGE STAINLESS STEEL DOWNSPOUT SHOE CONCRETE SPLASH BLOCK | EXISTING ROOF SURFACE BELOW � MEMBRANE RUBER0U SMOOTH MOD|FED BITUMEN FLASHING MEMBRANE MINIMUM 12~ � BASE/PLY SHEET(S) | | NAIL J^ O.C. STAGGERED | PRIME BOTH SIDES OF FLANGE AND i SET IT IN ROOF CEMENT ON MOP MB, COLD W8, SA M8 DR BUR. SET PRIMED FLANGE IN HEAT SOFTENED MEMBRANE ON TORCH APP AND � HEAT-WELD SB3SY3TEMS GUTTER SYSTEM WTH CLOSED ENDS TO FASTENED TO WOOD BLOCKING WOOD BLOCKING EXISTING MASONRY WALL METAL DECK METAL SET |N MASTIC WITH MOP APPLIED MEMBRANES -PRIME FLANGE BEFORE STRIPPING -DO NOT USE MA811C WITH TORCH APPLIED MEMBRANES JOINT COVER 4^ TO 6~ WIDE -SET IN MAS11C NAILS APPROX. 3" O.C. STAGGERED RUBERD0 /CAFGLAS FLASHING MEMBRANE RUBEROO / GAFGLAS MEMBRANE BASE / PLY SHEET(S) CDX PLYWOOD SHEATHING METAL DECK CONTINUOUS CLEAT NTH 1- MINIMUM LEG QO TO PROVIDE NEW ROOF, SEE 2/A-12. SLOPE ROOF ASSEMBLY FOR A MINIMUM 1/4^ PER 1'-0^ NEW GUTTER SYSTEM WITH CLOSED ENDS PROVIDE NEW STAINLESS STEEL GUTTER AND 4^ RAIN WATER LEADER DOWN TO EXISTING ROOF SURFACE BELOW, NEW RAIN WATER LEADER TO BE OFFSET 2'-0" MIN TO AVOID EXISTING DOOR OPENING BELOW, SEE DETAIL 4/A-12 EXISTING ROOF TDREMAIN AS IS UNLESS OTHERWISE NOTED EXISTING RAIN WATER CONDUCTOR AND DOWNSPOUT Incinerator Ro om GENERAL NOTES: 1. ALL ROOF SLOPES ARE TO BE Y4- PER 1`-0^ MINIMUM. GC TO SUBMIT SPECIFIC CONDITION DETAILS FOR EACH TYP|CALCOND}110N PER ROOF MANUFACTURER TO MAINTAIN WARRANTEE. SEE 12 FOR F ASSEMBLY DETAIL FASTEN NAILER WIT EXPANSION BOLTS WASHERS AT24 D( |M8EDMENT|NTO E) CONCRETE DR RLLE C8N11NUOUSP.I 3 TO PROPER WIDTH. CON11NUOUS SEALA TYPICAL CONTINUOUS L4X4X AT PERIMETER FAS' CONCRETE WALL, S| EXISTING MASONRY WALL TO REMAIN NEW W-FLANCE 8E, SEE STRUCTURAL 5/8^ CDX PLYWOD[ THE METAL DECK. \ DRILLING SCREWS A Detail 311 SEE 4/A-5 FOR ROOF ASSEMBLY DETAIL FASTEN NAILER WITH %" D|AM EXPANSION BOLTS NTH PLATE WASHERS AT 24 0C WITH 3' |MBEDMENT INTO EXISTING SOLID CONCRETE DR FILLED CELL 24GA GALVANIZED CLEAT FORMED IN 10'-0" LENGTHS 22 GAUGE STAINLESS GUTTER 5/8' CDX PLYWOOD FASTENED TO THE METAL DECK. Y�/#12 SELF DRILLING SCREWS AT 8' O.C. BRACING CONTINUOUS L4X4X1/4- ANGLE AT PERIMETER FASTENED TO EXISTING CONCRETE WALL, SEE STRUCTURAL 14 GAUGE STAINLESS STEEL DOWNSPOUT HANGER, TYPICAL 22 GAUGE STAINLESS STEEL 4'0 DOWNSPOUT EXISTING MASONRY WALL TO REMAIN NEW Y-FLANGE BEAM, SEE STRUCTURAL -- _ F �`��_- ���^x�u�� -- �-'�����»�.K�I8x.^«~~��� - - - - - - - - ~- - �a,cxitactu6)` -�- �-- land planning rnmn u"°m" ,pov° n/°""mo �--- �``mct!c,-n°"^uux, � ^�65 pvn�^ uu-mo,�m,o � � ^ �r� co � --- - --- - ~~-- - coral gables, nmmauows m/:moo^*4o^on*o fax: nuo^**x^asor n=munmis.,anv" n xx'pmmxw ~ " " " " " " " " ° " " " " " " " " " " ° / x . ' John Roberts Forbes | OWNERSHIP AND USE OF THE DOCUMENTS:* THESE DRAWINGS, SCHEDULES, SPECIFICATIONS AND EXPRESSED IDEAS AS INSTRUMENTS OF SERVICE ARE AND SHALL REMAIN THE PROPERTY OF FORBES ARCHITECTS YMETHER THE PROJECT FOR YWHICH THEY ARE PREPARED IS EXECUTED OR NOT, THE OYMER AND/OR TENANT SHALL ONLY BE PERMITTED TO RETAIN COPIES OF THESE DRAVANGS. SCHEDULES. SPECIFICATIONS AND EXPR IDEAS FOR INFORMATION AND REFERENCE- THE DRAWINGS, SCHEDULES, SPECIFICATIONS AND EXPRESSED IDEAS SHALL NOT BE USED BY THE OYMER AND/OR TENANT ON OTHER PROJEM FOR ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF THE PROJECT BY OTHERS EXCEPT BY AGREEMENT IN WRITING AND WITH ARCHITECM COPYRIGHT (9) 201Z JOHN ALL RIGHTS RESERVED. LM LM 0 CY) 05 CD CY) . . . ca C CU � Date - STRUCTUIRAL ---''—' DECK Wood Commission Per Code 11070 ��,',"P-"-}VED BY ' ~ Mev(SloMS Eliminator�f Nailable Base At 04-12-12 ADDENDUM #1 Fasteners with 3" plates One row is in the 2" side lap Sheet A-1 2 The other rows are equally 12 Of 12 ASTM D4897 spaced approx 9" o.c. in the field of the base sheet PL YS H F_ F T RUBEROIDV SBS Heat- One (1) ply Heat Welded Fully Adhered WeldTNI Smooth ASTM D6164 WeIdT1,1 Plus FR. ASTM D6164 FLASHING GAFG LASe #75 Base Sheet One (1) pl.v Mechanically fastened Per GAFV or code requirements RLJBEROIDJ� SBS Heat- One (1) ply Heat Welded Fully Adhered WeIdT%I Smooth ASTM D6164 RUBEROID9 SBS Heat- One (1) ply Heat Welded Fully Adhered WeIdT1,1 Plus FR ASTM D6164 GUARANTEE WeatherStopperV Diamond Twenty (20) GUARANTEE FEE IS I Pledge"' Guarantee years APPLICABLE All GAFt accessories shall be used where applicable. This system shall be installed by a GAF@ Master or Master SeUectT`11 Contractor. ri'� Roof Specification nts 1. ROOF SPECIFICATIONS ARE BASED ON GAF'S MANUFACTURER SPECIFICATIONS. QC TO PROVIDE ROOFING AS SPECIFIED OR AN EQUAL APPROVED BY THE OWNER AND ARCHITECT. 2. M0A: 08-1028.02. PAGE S OF 36 �� m� � SLOPE STRUCTURE 1/4- SLOPE 1/4^ TO DRAIN K -'� Wall Section 1, ASE/PLY EDGE THICKNESS OF WHICHEVER IS GREATER. 2. FOR DRAINAGE OVER EDGE USE METAL WITHOUT GRAVEL STOP UP. 1. BASE/PLY SHEET(S) TURNED OVER EDGE A MINIMUM OF 1/2- (38mm) OR THICKNESS OF NAILER WHICHEVER IS GREATER OR A 3EPARAT10N MEMBRANE SHEET IS INSTALLED AS SHOWN 2. THIS DETAIL SHOULD BE USED ONLY WHERE WATER DRAINS AWAY FROM EDGE. 3. PRIME BOTH SIDES OF FLANGE AND SET |TlN ROOF CEMENT ON MOP MB, COLD MB B4, MB AND BUR. SET PRIMED FLANGE IN HEAT SOFTENED MEMBRANE ON TORCH APP AND HEAT-WELD 3BS SYSTEMS. NAIL 8" O.C. Flat Edge 22 GAUGE STAINLESS STEEL 4-0 DOWNSPOUT 14 GAUGE STAINLESS STEEL DOWNSPOUT HANGER, TYPICAL 14 GAUGE STAINLESS STEEL DOWNSPOUT SHOE CONCRETE SPLASH BLOCK | EXISTING ROOF SURFACE BELOW � MEMBRANE RUBER0U SMOOTH MOD|FED BITUMEN FLASHING MEMBRANE MINIMUM 12~ � BASE/PLY SHEET(S) | | NAIL J^ O.C. STAGGERED | PRIME BOTH SIDES OF FLANGE AND i SET IT IN ROOF CEMENT ON MOP MB, COLD W8, SA M8 DR BUR. SET PRIMED FLANGE IN HEAT SOFTENED MEMBRANE ON TORCH APP AND � HEAT-WELD SB3SY3TEMS GUTTER SYSTEM WTH CLOSED ENDS TO FASTENED TO WOOD BLOCKING WOOD BLOCKING EXISTING MASONRY WALL METAL DECK METAL SET |N MASTIC WITH MOP APPLIED MEMBRANES -PRIME FLANGE BEFORE STRIPPING -DO NOT USE MA811C WITH TORCH APPLIED MEMBRANES JOINT COVER 4^ TO 6~ WIDE -SET IN MAS11C NAILS APPROX. 3" O.C. STAGGERED RUBERD0 /CAFGLAS FLASHING MEMBRANE RUBEROO / GAFGLAS MEMBRANE BASE / PLY SHEET(S) CDX PLYWOOD SHEATHING METAL DECK CONTINUOUS CLEAT NTH 1- MINIMUM LEG QO TO PROVIDE NEW ROOF, SEE 2/A-12. SLOPE ROOF ASSEMBLY FOR A MINIMUM 1/4^ PER 1'-0^ NEW GUTTER SYSTEM WITH CLOSED ENDS PROVIDE NEW STAINLESS STEEL GUTTER AND 4^ RAIN WATER LEADER DOWN TO EXISTING ROOF SURFACE BELOW, NEW RAIN WATER LEADER TO BE OFFSET 2'-0" MIN TO AVOID EXISTING DOOR OPENING BELOW, SEE DETAIL 4/A-12 EXISTING ROOF TDREMAIN AS IS UNLESS OTHERWISE NOTED EXISTING RAIN WATER CONDUCTOR AND DOWNSPOUT Incinerator Ro om GENERAL NOTES: 1. ALL ROOF SLOPES ARE TO BE Y4- PER 1`-0^ MINIMUM. GC TO SUBMIT SPECIFIC CONDITION DETAILS FOR EACH TYP|CALCOND}110N PER ROOF MANUFACTURER TO MAINTAIN WARRANTEE. SEE 12 FOR F ASSEMBLY DETAIL FASTEN NAILER WIT EXPANSION BOLTS WASHERS AT24 D( |M8EDMENT|NTO E) CONCRETE DR RLLE C8N11NUOUSP.I 3 TO PROPER WIDTH. CON11NUOUS SEALA TYPICAL CONTINUOUS L4X4X AT PERIMETER FAS' CONCRETE WALL, S| EXISTING MASONRY WALL TO REMAIN NEW W-FLANCE 8E, SEE STRUCTURAL 5/8^ CDX PLYWOD[ THE METAL DECK. \ DRILLING SCREWS A Detail 311 SEE 4/A-5 FOR ROOF ASSEMBLY DETAIL FASTEN NAILER WITH %" D|AM EXPANSION BOLTS NTH PLATE WASHERS AT 24 0C WITH 3' |MBEDMENT INTO EXISTING SOLID CONCRETE DR FILLED CELL 24GA GALVANIZED CLEAT FORMED IN 10'-0" LENGTHS 22 GAUGE STAINLESS GUTTER 5/8' CDX PLYWOOD FASTENED TO THE METAL DECK. Y�/#12 SELF DRILLING SCREWS AT 8' O.C. BRACING CONTINUOUS L4X4X1/4- ANGLE AT PERIMETER FASTENED TO EXISTING CONCRETE WALL, SEE STRUCTURAL 14 GAUGE STAINLESS STEEL DOWNSPOUT HANGER, TYPICAL 22 GAUGE STAINLESS STEEL 4'0 DOWNSPOUT EXISTING MASONRY WALL TO REMAIN NEW Y-FLANGE BEAM, SEE STRUCTURAL -- _ F �`��_- ���^x�u�� -- �-'�����»�.K�I8x.^«~~��� - - - - - - - - ~- - �a,cxitactu6)` -�- �-- land planning rnmn u"°m" ,pov° n/°""mo �--- �``mct!c,-n°"^uux, � ^�65 pvn�^ uu-mo,�m,o � � ^ �r� co � --- - --- - ~~-- - coral gables, nmmauows m/:moo^*4o^on*o fax: nuo^**x^asor n=munmis.,anv" n xx'pmmxw ~ " " " " " " " " ° " " " " " " " " " " ° / x . ' John Roberts Forbes | OWNERSHIP AND USE OF THE DOCUMENTS:* THESE DRAWINGS, SCHEDULES, SPECIFICATIONS AND EXPRESSED IDEAS AS INSTRUMENTS OF SERVICE ARE AND SHALL REMAIN THE PROPERTY OF FORBES ARCHITECTS YMETHER THE PROJECT FOR YWHICH THEY ARE PREPARED IS EXECUTED OR NOT, THE OYMER AND/OR TENANT SHALL ONLY BE PERMITTED TO RETAIN COPIES OF THESE DRAVANGS. SCHEDULES. SPECIFICATIONS AND EXPR IDEAS FOR INFORMATION AND REFERENCE- THE DRAWINGS, SCHEDULES, SPECIFICATIONS AND EXPRESSED IDEAS SHALL NOT BE USED BY THE OYMER AND/OR TENANT ON OTHER PROJEM FOR ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF THE PROJECT BY OTHERS EXCEPT BY AGREEMENT IN WRITING AND WITH ARCHITECM COPYRIGHT (9) 201Z JOHN ALL RIGHTS RESERVED. LM LM 0 CY) 05 CD CY) . . . ca C CU � Date - STRUCTUIRAL ---''—' o2-z-12 Commission 11070 ��,',"P-"-}VED BY ' ~ Mev(SloMS At 04-12-12 ADDENDUM #1 Sheet A-1 2 12 Of 12