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KEY NOTES: 10 PRE - ENGINEERED METAL BUILDING SHEET METAL FLASHING: FLASHING, COUNTER - FLASHING, COPING, DRIPS, AND CONTINUOUS CLEAT SYSTEM. REFER TO EXTERIOR FINISH SCHEDULE FOR COLORS. MATERIAL FURNISHED BY P.E.M.B. MANUFACTURER AND FIELD INSTALLED BY CONTRACTOR. ALL CAP FLASHING TO BE FIELD BROKEN. O PRE-ENGINEERED METAL BUILDING STAINLESS STEEL (18 GA.) INTERNAL GUTTER SYSTEM WITH ALL JOINTS WELDED. REFER TO P.E.M.B. SHOP DRAWINGS. O PRE-ENGINEERED METAL BUILDING STRUCTURAL FRAMING SYSTEM: REFER TO P.E.M.B. SHOP DRAWINGS FOR REQUIREMENTS. 4O PRE - ENGINEERED METAL BUILDING SHEET METAL FLASHING: COUNTER - FLASHING, CONT. CLEATS, DRIPS CLOSURES, TRANSITIONS, COPINGS AND ACCESSORIES AS REQUIRED, REFER TO P.E.M.B. SHOP DRAWINGS. REFER TO EXTERIOR FINISH SCHEDULE FOR COLORS. O SHEET METAL BUILDING CONDUCTOR HEAD AND DOWNSPOUT SYSTEM: O PRE - ENGINEERED METAL BUILDING ROOF PANEL SYSTEM WITH THERMAL BLOCKS: REFER TO P.E.M.B. SHOP DRAWINGS FOR REQUIREMENTS. O 5/8" EXTERIOR FIBERGLASS REINFORCED SHEATHING WITH CONTINUOUS INFLITRATION AND MOISTURE BARRIER. FLASHING DETAIL Lp'll1'-4" 3/8" SCALE: 1/2" = 1'-W O8 3 5/8" METAL STUD FRAMING AT 24" 0. C., REFER TO STRUCTURAL DRAWINGS. O9 ROOF INSULATION: GUARDIAN BUILDING PRODUCTS. "SUPPORT FILM, BANDING AND INSULATION SYSTEM" 8" AND 3.5" (R-36) (NO SUBSTITUTE) FIBERGLASS BLANKET INSULATION OVER HIGH STRENGTH STEEL SUSPENSION STRAPS ATTACHED UNDERNEATH PRE - ENGINEERED METAL BUILDING ROOF PURLINS.TAPE, FASTENERS AND INSULATION PROVIDED BY GUARDIAN BUILDING PRODUCTS. ( OWNER SUPPLIED AND CONTRACTOR INSTALLED) 10 INSULATION: 0 6" (R-19) FIBERGLASS BATT INSULATION WITH FOIL FACE VAPOR BARRIER. 11 PRE-ENGINEERED METAL BUILDING STAINLESS STEEL (18 GA.) THRU WALL SCUPPER SYSTEM WITH ALL JOINTS WELDED. REFER TO P.E.M.B. SHOP DRAWINGS. 12 PRE - FINISHED HOLLOW ALUMINUM CURTAIN WALL SYSTEM: REFER TO WINDOW TYPES, GLAZING SCHEDULE, AND EXTERIOR FINISH SCHEDULE FOR COLORS. 13 PRE - FINISHED SHEET METAL: GC TO PROVIDE (26 GA.) COLUMN ENCLOSURE TO EXTEND THRU FINISH CEILING SYSTEM. FINISH TO MATCH CURTAIN WALL SYSTEM. 3 coRNER PILASTER DETAIL A4.1 SCALE: 3/4" = i'-W jjk T.O. MASONRY EL. 119'4' EXTENDED PLATFORM W/ BRACING ON EACH SIDE N T. O. MASI EL. 1164' Y EL. 114'-7" 10 1/2" X 3" ANGLE 2 1/2" WIDE X .125" THICK. ATTACH TO EAVE W/ (2) 1/2" ANCHOR BOLTS W. NEOPRENE PAD BETWEEN T.O. BOND BEAM 112'-8" TREADS: EXTRUDED ALUM. CHANNEL (6000 SERIES ALLOY), NO LESS THAN 21/4" WIDE BY 30" LONG. SURFACE SHALL BE DEEPLY SERRATED & EDGES ROUNDED ON A. 125" RADIUS TO PROVIDE MAXIMUM GRIP & FOOT TRACTION. 10 1/2" X 3" ANGLE 21/2" WIDE X. 125" — THICK. ATTACH TO BLOCKING W/ (2) 1/2" ANCHOR BOLTS W. NEOPRENE PAD BETWEEN SIDE RAILS: .125" X 21/2" WIDE W/ EDGES ROUNDED ON A .125 RADIUS TO PROVIDE FOR A POWER GRIP; FORMED FROM ALUM. EXTRUSIONS, 6063-T6 ALLOY. 10 1/2" X 3" ANGLE 2 1/2" WIDE X .125" THICK. ATTACH TO BLOCKING W/ (2) 112" ANCHOR BOLTS W. NEOPRENE PAD BETWEEN SECURITY PANEL W/ SIDE UP TO 8'-O" ABOVE FINISH GRADES II I FINISH FLOOR 100'-0" A ssssss =-�RPM - 14 ACOUSTICAL LAY -IN CEILING SYSTEM: SUSPENDED, REFER TO FINISH SCHEDULE FOR TYPE. 15 8" AND 6" METAL STUD FRAMING: AT 24" O.C. ATTACHED TO PRE-ENGINEERED METAL BUILDING STRUCTURAL FRAME SYSTEM. REFER TO STRUCTURAL DRAWINGS. 16 6" (18 GA.) METAL STUD FRAMING: AT 24" O.C. ATTACHED TO PRE - ENGINEERED METAL BUILDING STRUCTURAL FRAME SYSTEM. 17 5/8" TYPE "X" GYPSUM BOARD: REFER TO INTERIOR FINISH SCHEDULE FOR PAINT. 18 WALL SIGNAGE: SURFACE MOUNTED. OWNER FURNISHED AND INSTALLED, PROVIDE BACKING AND ELECTRICAL AS INDICATED. 19 SEALANT: EQUAL TO "TREMCO" SERIES 830 ( DARK GREEN) TYPICAL BOTH SIDES OF CURTAIN WALL PERIMETER. 20 2 X FIRE TREATED NAILERS: ANCHORED TO STRUCTURE. 21 RECESSED LIGHTING FIXTURE: REFER TO ELECTRICAL SHEETS FOR TYPE AND LOCATION. NOTE: FOR TYPICAL WALL CONSTRUCTION, REFER 3/A4. NOTES: ALL ALUMINUM LADDER CONNECTORS TO BE FACTORY WELDED. PROVIDE SHOP DRAWINGS. FINISH TO BE POWDER COATED BAKED ON. NOTE: LADDER TO BE IN COMPLIANCE W/ "OSHA" & "ANSI" REQUIREMENTS. 2 LADDER DETAIL A4.1 SCALE: 1 /2' = 1'40' 3'4' 4 PILASTER DETAIL A4.1 SCALE: 3/4' = V-W 22 FLOORING AND BASE: REFER TO FINISH SCHEDULE FOR TYPES AND LOCATION. 23 CONCRETE MASONRY UNIT (CMU) BEARING WALL: (8" X 8" X 16") RUNNING BOND WITH HORIZONTAL REINFORCEMENT AT 16" O.C. VERTICAL. REFER TO STRUCTURAL PLANS FOR VERTICAL REINFORCEMENT REQUIREMENTS. REFER TO ELEVATIONS AND QU IREMENT S STRUCTURAL DRAWINGS FOR LOCATIONS OF CONTROL JOINTS. REFER TO EXTERIOR FINISH SCHEDULE FOR FINISH. 24 SEALANT WITH BACKER ROD. MATCH ADJACENT MATERIAL 0 FINISH COLOR. 25 2 X FIRE TREATED CONTINUOUS NAILER: (CUT DOWN THICKNESS AS REQUIRED) ANCHOR TO TOP OF MASONRY BOND BEAM WITH 1/2" EXPANSION ANCHORS AT 32" O.C. 26 FLEXIBLE FLASHING: CONTINUOUS TO LAP OVER NAILERS AND DOWN BEHIND CONTINUOUS CLEATS ON BOTH SIDES. LAP JOINTS 8" MINIMUM AND MASTIC JOINTS. 27 EXTERIOR INSULATION FINISH SYSTEM (E.I.F.S.): OVER 3" THICK RIGID INSULATION. REFER TO ELEVATIONS FOR LOCATIONS OF RUSTICATION JOINTS. 28 EXTERIOR INSULATION FINISH SYSTEM (E.I.F.S.): OVER 3/4" THICK RIGID INSULATION. REFER TO ELEVATIONS FOR LOCATIONS OF RUSTICATION JOINTS. NOTE: THRU WALL SCUPPER ROUGH OPENING 8" X 8". PROVIDE 4" MIN. WIDE SMOOTH SURFACE AROUND OPENING PERIMETER. SET OUTSIDE SCUPPER FLANGE IN BED OF SEALANT. N 114'-7" THRU WALL SCUPPER DETAI N - p 7 4 11 � r co PILASTER CAP DETAIL SCALE: 1 1/2" = V-W 29 EXTERIOR INSULATION FINISH SYSTEM (E.I.F.S.): OVER RIGID INSULATION IN CUSTOM PROFILE AS INDICATED. 30 DOOR UNIT: REFER TO FLOOR PLAN AND DOOR SCHEDULE FOR TYPES AND LOCATIONS. 31 CONCRETE MASONRY UNIT (C.M.U.) BOND BEAM: REFER TO STRUCTURAL DRAWINGS.PROVIDE SMOOTH FACE AT TOP COURSE OF WALL. 0FIRETREATED 3/4" PLYWOOD. 0 33 EXPOSED FASTENERS TO HAVE NEOPRENE WASHERS. O 1 1/2" (25 GA.) METAL Z-FURRING CHANNELS @ 24" O.C. WITH 1 1/2" FOIL FACE POLYISOCYANURATE INSULATION (MIN R-9) BETWEEN. 35 EXTERIOR INSULATION FINISH SYSTEM (E.I.F.S.) DRIP. 7 5/8" 3/8 1'-9" 12 114 1/2" V-6 3/1 CONDUCTOR HEAD AND DOWNSPOUT DETAIL /s1 6 THRU WALL SCUPPER DETAIL A4.1 ' SCALE: 1 1/2- = V-W NOTES 1. SHEET METAL (26 GA.) FABRICATED ASSEMBLY PER S.M.C.N.A. STANDARDS FURNISHED AND INSTALLED BY CONTRACTOR. REFER TO EXTERIOR FINISH SCHEDULE FOR COLORS. COORDINATE WITH P.E.M.B. THRU WALL SCUPPER ASSEMBLY. 2. REFER TO THE ARCHITECTURAL SHEBT METAL SECTION OF THE NRCA ROOFING AND WATERPROOFING MANUAL FOR JOINERY AND SECUREMENT OPTIONS FOR SHEET METAL. ISOMETRIC VIEW THRU WALL SCUPPER ASSEMBLY. REFER TO P.E.M.B. SHOP DRAWINGS. DRIP EDGE FOR CONDUCTOR HEAD AND THRU WALL SCUPPER ATTACHMENT. PROVIDE MINIMUM (3) GALVANIZED SCREWS. ATTACH CONDUCTOR HEAD TO EXTERIOR OF BUILDING MATERIAL WITH (2) GALVANIZED SCREWS. PROVIDE SHEET METAL (24 GA.) DOWNSPOUT SUPPORT STRAPS AT 4'-0" O.C. VERTICAL MAXIMUM ATTACHED TO BUILDING EXTERIOR FINISH MATERIAL WITH GALVANIZED SCREWS. GENERAL NOTES: A. REFER TO PROJECT MANUAL FOR ADDITIONAL REQUIREMENTS. B. REFER TO PRE - ENGINEERED METAL BUILDING SHOP DRAWINGS FOR ADDITIONAL REQUIREMENTS. C. REFER TO MECHANICAL, ELECTRICAL, AND PLUMBING SHEETS FOR SYSTEM TYPES AND LAY -OUT. D. SHEET METAL FABRICATIONS TO BE INSTALLED PER S.M.A.C.N.A. ( SHEET METAL AND AIR CONDITIONING CONTRACTORS NATIONAL ASSOCIATION) LATEST REVISION. E. DIMENSIONS TO FACE OF STRUCTURE, CONCRETE OR ROUGH FRAMING UNLESS OTHERWISE INDICATED. F. REFER TO FOUNDATION PLAN FOR FOOTINGS, FOUNDATIONS, AND REINFORCEMENT REQUIREMENTS. G. REFER TO INTERIOR AND EXTERIOR FINISH SCHEDULES FOR MATERIAL FINISH TYPES AND LOCATIONS. H. NOT ALL INSULATION SHOWN FOR CLARITY. INSULATION SHALL HAVE A FLAME SPREAD RATING OF 0-25 AND A SMOKE DEVELOPMENT RATING OF 0 - 450. NOTES 1. STAINLESS STEEL (16 GA. OR 18 GA.) FABRICATED WELDED CONSTRUCTION SUPPLIED BY P.E.M.B. MANUFACTURER AND CONTRACTOR INSTALLED. 2. THRU WALL SCUPPER ROUGH OPENING 8" X 8". PROVIDE 1/8" MINIMUM CLEARANCE AROUND SLEEVE PERIMETER FOR FIELD INSTALLATION. REFER TO P.E.M.B. SHOP DRAWINGS FOR FINISH ASSEMBLY DIMENSIONS. DRIP I CONDvv vrx ww ATTACHMENT. IT =� ��2• N VIEW THRU WALL SCUPPER OUTSIDE~ WALL FACE SLEEVE ASSEMBLY. THRU WALL SCUPPER INSIDE WALL FACE SLEEVE ASSEMBLY. NOTE: INSIDE SLEEVE INSERTS INSIDE OUTSIDE SLEEVE WITH COMMON JOINTS FIELD WELDED. 7 THRU WALL SCUPPER DETAIL A4.1 SCALE: NOT TO SCALE FRONT ELEVATION 8 CONDUCTOR HEAD & DOWNSPOUT DETAIL A4.1 SCALE: 1 1 /4" = i'-O' co 6" 6" 14 RIGHT ELEVATION 0 eo '.yJ • • ' .`•; -` • • f» �.- IC IL z O W SIEEPS DEMO 7W WAL ME O ALL 01M �� W OR NSYRU ENIS ME DOCL410. IL O w In z c 0 0 Oco E 3 w W C=3 z Zm0 E9 NODI a Q 0 -J W LLluF F H w o _j V o •1111111111111 F-=wN ¢Dcy �0 O aNZco m O► mIrn M �- ciNN0 a z O O w ° E m a W E 0 0 O - N O E Q a 0 a z a o� a- W 0 O 0 W W U. yIL O >00� J to a J J a w J W Q �00� w O N 0 r w w a Z t0 N W O i W O ow cy CD mw = oc o z ■ 0 �a W Nj 0yw z I— IL O ID V c) J w�Of W W IL M s a 0)a�� O �l z O ORINi W. CMEOI�D BM: JF BDW ° I o:uE: t 10/06/14 0 N REv151oN: O PfAMI NUAEEI4 ZRH n A4.1