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DETAILS ARE SIM. FOR ALL PARAPET CONDITIONS. <br />WHERE EXTERIOR FINISH OR EIFS IS NOT PRESENT <br />REPOSITION NAILERS AS REQUIRED. <br />PARAPET CAP OVER <br />CLEAT W/ MIN. 4" RE: NOA FOR MAX WIDTH <br />PACKING PLATE @ SLOPE Y" PER FT. MIN <br />JOINTS <br />r <br />CORNICE MOLDING <br />RE: ELEVATIONS <br />BUILDING FINISH <br />RE: ELEVATIONS <br />CONT. CLIP ATT. TO NAILERS @ 6" OC W/ SCREWS <br />.045 EPDM MEMBRANE <br />P.T. 2X6 NAILERS: ATT, TO CONC. T.B. @ 48" O.C. <br />W/%" DIA. BOLTS MIN. EMBEDMENT: 4" <br />SCREWS W/ NEOPRENE WASHERS @ 6" O.C. - <br />HORIZ. SLOTTED HOLES IN FLASHING LEG <br />8" "HAT SECTION" GALV. FURRING @ 24' O.C. ATT. <br />TO CONC. BLK. @ 8" O.C. <br />MASONRY WALL. RE: SECTIONS <br />FASTENER SPACING MAY BE INCREASED WHERE <br />ALLOWED BY WIND CLASSIFICATION <br />1" ALUM. SIDING ATT. TO FURRING @ 8" O.C. <br />HORIZ. & 24" O.C. VERT. W/ SCREWS (COVER W/ <br />SEALANT) <br />REGLET ATT. TO WALL W/ SCRWS @ NEOPRENE <br />WASHERS @ 8" O.C. <br />2 PIECE SNAP -IN COUNTER FLASHING SYSTEM <br />CONCURRENT W/ THE PLY SHEET FLASHING <br />SYSTEM INSTALLATION <br />SET BASE FLASHING IN COLD APPLIED MODIFIED <br />BITUMEN ROOF CEMENT EXTEND MIN. 4" ABOVE <br />CANT (18" MAX HT) <br />CONT. 4" FIBER OR PERLITE CANT STRIP <br />RE: ROOF PLAN FOR ROOF INFORMATION <br />pQe�O`I� <br />i <br />COVER PLATE 6" WIDE MIN. SET IN <br />TOW BEADS OF SEALANT <br />PCAP <br />JOINTGALV. PARAPET CAP <br />JOINT COVER, 4" TO 6" WIDE <br />-SET IN ELASTOMERIC SEALANT <br />SEAL TOP OF FLASHING WITH A <br />3-COURSE OF VERTICAL GRADE ROOF <br />CEMENT AND REINFORCEMENT FABRIC. <br />I I <br />EXTENSION OF BASE FLASHING <br />IN LIEU OF OPTIONAL 3-COURSE <br />I <br />AND/OR CONTINUOUS SHEET <br />0 14� <br />MEMBRANE LINER <br />CONTINUOUS SHEET MEMBRANE <br />LINER <br />CONTINUOUS TAPERED WOOD SHIM <br />\ <br />(E.G., BEVELED CEDAR SIDING) <br />P.T. WOOD NAILER <br />REYNOLDS RAIN LOCK <br />` <br />' <br />RIB PANEL <br />PRIME CONCRETE <br />EXTENSION OF FIELD <br />' <br />PLIES ABOVE HEAD OF CANT <br />WOOD CANT <br />FASTENED TO <br />NAILERS <br />ROOF SYSTEM <br />COVERBOARD INSULATION <br />THERMAL INSULATION <br />ROOF DECK <br />MTLTRUSS <br />RE: STRUCTURAL <br />FASTENER SPACING <br />MAY BE INCREASED <br />WHERE ALLOWED BY <br />WIND CLASSIFICATION <br />CONT 4" FIBER OR <br />PERLITE CANT STRIP - <br />ROOF SYSTEM, <br />RE: ROOF PLAN <br />RE: STRUCTURAL FOR <br />ROOF FRAMING INFO <br />MTL. Panel Roof Detail at CMU Wall Metal Parapet Cap Metal Panel Roof Detail <br />a 1 <br />SCALE: N.T.S. 2Scale 1-1/2"=1'-0 3 Scale 1-1/2"=V-0" <br />24" x 36" CEILING ACCESS HATCH <br />6" MTL STUD FRAMING. SPACING <br />INCREASED FROM 16" OC MAX TO 24" OC <br />AT ACCESS HATCH LOCATIONS ONLY <br />STUCCO CEILING SYSTEM <br />RE: REFLECTED CEILING PLAN <br />6" FRAMING. RE: STRUCT. <br />STEEL COLUMN. RE: STRU( <br />34" FRT PLYWOOD IN PLACE <br />OF DENS GLASS BEHIND <br />STONE WAINSCOT & SILL <br />STONE VENEER INSTALLED <br />PER MANUFACTURER'S <br />RECOMMENDATIONS <br />COLUMN <br />DIM'A' <br />DIM'B' <br />C-6 & C-C.1 <br />0'-10" <br />1'-1011 <br />C-6 & C-B.5 <br />2'-5" <br />0'-3" <br />C-6 & C-B.2 <br />0'-3" <br />2'-5" <br />C-6 & C-A.9 <br />V-10" <br />0'-101° <br />'"' 9Column Wrap Detail <br />SCALE: f" = V-0" <br />STARTER SHINGLE W/ CONT. <br />BUTYL CAULK STRIP <br />FOLD SHINGLE @ "VALLEY" <br />MIDPOINT <br />5/8" FIRE -RETARDANT <br />PLYWOOD <br />SELF-SEALING ASHPALT <br />SHINGLES OVER 30# FELT <br />UNDERLAYMENT <br />PROVIDE 24" STRIP OF ICE & <br />WATER SHIELD AT "VALLEY" <br />CONT. <br />1 Valley Detail <br />3Scale Y=1'-0" <br />6" FRAMING. RE: <br />3/4" FRT PLYWOC <br />OF DENS GLASS <br />STONE WAINSCO <br />STONE VENEER I <br />PER MANUFACTU <br />RECOMMENDATI( <br />8" CMU. RE: STRI <br />STUCCO FINISH <br />tau <br />Corner Pilaster at CMU Wall <br />SCALE: V-0" <br />V-4„ <br />ELEVATION <br />Quoin Detail <br />Scale 1-1/2"=1'4' <br />14 Window Detail <br />Scale 1/4"=1'-0" <br />SECTION AA <br />B <br />6" <br />6" <br />7/8" STUCCO SYSTEM OVER <br />(2) x 5/8" DENSGLASS <br />SLOPE DOWN TYPICAL <br />CORNER BDS AT <br />ALL CORNERS <br />6" FRAMING. RE: STRU, <br />3/4" FRT PLYWOOD IN F <br />OF DENS GLASS BEHIN <br />STONE WAINSCOT & SII <br />STONE VENEER INSTAL <br />PER MANUFACTURER'S <br />RECOMMENDATIONS <br />8" CMU. RE: STRUCT. <br />STUCCO FINISH <br />Pilaster at CMU Wall <br />SCALE: %" = 1'-0" <br />BUILDING WALL. SHEATHING <br />OVER FRAMING SHOWN. <br />SOME LOCATIONS WILL HAVE <br />CMU. RE: SECTIONS <br />STONE VENEER <br />SLOPE TOP 1" PER FT MIN - <br />EIFS TRIM PROFILE -� <br />EXTEND FLASHING UP UNDER <br />ROOFING FELT. MIN 8" LAP <br />SELF HEALING ASPHALT <br />SHINGLES OVER 30 # FELT <br />OVER 5/8" FRT PLYWOOD <br />PT2X WOOD BLOCKING <br />PRE -FIN ALUM FLASHING <br />OVER CONT CLEAT. <br />718 " HAT SECTION" GALV. <br />FURRING @ 24" O.C. ATT. <br />TO CONC. BLK. @ 8" O.C. <br />—1" ALUM. SIDING: ATTACHED <br />TO FURRING @ 8" OC HORIZ <br />& 24" OC VERT W/ SCREWS <br />(COVER W/ SEALANT) <br />518" F.R.T. PLYWOOD <br />REGLET ATT. TO WALL <br />W/ SCREWS & NEO- <br />PRENE WASHERS @ 8" OC <br />o �I <br />PIECE SNAP -IN COUNTER <br />FLASHING SYSTEM CONCURRENT <br />WITH THE PLY SHEET FLASHING <br />SYSTEM INSTALLATION <br />I N _ <br />fSET BASE FLASHING IN COLD <br />APPLIED MODIFIED BITUMEN <br />ROOF CEMENT EXTEND MIN <br />4" ABOVE CANT (18" MAX HT) <br />L I <br />I I <br />1„ 7„ L 5„ <br />1'4' <br />DIMENSION IS FROM OUTSIDE FACE OF STONE TO <br />OUTSIDE FACE OF EIFS. ADJUST OVERALL WIDTH <br />AS NEEDED TO PROVIDE APPROX 5" DIMENSION. <br />11 EIFS Profile <br />Scale 3"=1'-0" <br />TO WINDOW FRAMING <br />= <br />�` <br />29'-11" AFF <br />ti <br />STUCCO TRIM <br />❑ <br />OD <br />Cad <br />SPANDREL WINDOW <br />❑ ❑ <br />EIFS TRIM. RE: PCA502-11 <br />❑ ❑ <br />„ <br />2'-4/-` „ <br />3'- 4% <br />L <br />s' <br />RE: PCA 310-2 FOR SECTION <br />s' <br />NOTE: <br />SPACE INTERMEDIATE MULLIONS <br />EVENLY HORIZONTALLY & VERTICALLY <br />15Window Detail <br />Scale 1/4"=1'-0" <br />4 FlashinDetail <br />SCALE: N.T.S.. <br />3/4" FRT PLYWOOD IN PLACE <br />OF DENS GLASS BEHIND <br />STONE WAINSCOT & SILL <br />STONE VENEER INSTALLED <br />PER MANUFACTURER'S <br />RECOMMENDATIONS <br />Pilaster at Framed Wall <br />SCALE: %" = V-0" <br />STUCCO OVER DENS <br />GLASS SHEATHING <br />6" FRAMING. RE: STRUCT. <br />DOWNSPOUT. RE: ROOF PLAN <br />FOR STORM DRAINAGE INFO <br />RE: STRUCTURAL FOR COLUMN <br />LOCATIONS <br />WALL FINISH RE: PLAN <br />SHEET MTL. REGLET <br />EMBEDDED BEHIND WALL <br />CLADDING <br />BUILDING PAPER <br />FASTENERS 24" O.C. <br />2X NAILER <br />3" (76mm) LAP (MIN.) W/ <br />BEAD OF SEALANT <br />24 GAUGE SHEET MTL. <br />COUNTERFLASHING <br />OPTIONAL 2" WIDE CLIP 30" <br />O.C. <br />MEMBRANE BASE FLASHING <br />FIBERGLASS SPIRE <br />x— ICE AND WATER SHIELD CONT <br />6" x 18GA. FASTENING TO TRUSSES <br />APPROVED BY STRUCTURAL <br />ENGINEERS <br />FLASHING W/ SCREWS <br />AND NEOPRENE WASHERS <br />PRE-ENGINEERED TRUSS SYSTEM <br />1 <br />--- ------------------- ASPHALT SHINGLES <br />\ <br />— — — — — — — — — — — — — — — — — -- <br />\ <br />NOTE \ \ <br />1. SPIRE BY EDON CORP. 215-672-8050 \ <br />6'-7" FINIAL SPIRE W/ BALL ES-509(A) \\ \ <br />OR ARCH APPROVED EQUAL \ <br />2. SPIRE MANUFACTURES CONNECTION \ <br />OF SPIRE TO STRUCTURE TO BE APPROVED \ <br />BY BBM STRUCTURAL ENGINEERS \ <br />1 Finial Cap Detail <br />Scale 3"=1'-0" <br />T 0 DORMER FRAMING _ <br />29'-6" AFF 12 <br />SELF-SEALING SHINGLES 18 <br />OVER 30# FELT OVER 5/8" <br />FRT PLYWOOD CD <br />A co <br />FASCIA BOARD 12 o <br />5 co <br />SPANDREL WINDOW ❑ <br />EIFS TRIM. RE: PCA502-14 - <br />❑ o <br />Zv <br />74" !V2 <br />" <br />RE: PCA 310-2 FOR SECTION <br />16Dormer Detail <br />Scale 1/4"=1'-0" <br />NOTE: <br />SPACE INTERMEDIATE MULLIONS <br />EVENLY HORIZONTALLY & VERTICALLY <br />I <br />o <br />0 <br />� <br />U <br />C+7 0 <br />0 <br />W <br />'I <br />o � <br />L <br />Qd <br />.mow <br />� <br />o <br />>o <br />Qo <br />w <br />ao Y <br />j <br />tin IT <br />r-4 t <br />a s <br />r' U <br />u <br />U <br />O <br />C <br />0 <br />�iL <br />V <br />(� 00 <br />U�0� <br />�. <br />^CCU <br />W Cc _j 0 <br />Cu u" <br />E (� L.L <br />Q <br />z <br />CL a) <br />�0 <br />(D C0 <br />w <br />M I- U) <br />V <br />Cl) r <br />0 (; <br />fI <br />I <br />(3)co <br />Cu LL_ <br />= ® <br />w <br />06 L <br />�� � <br />U <br />to CL Ch <br />YNa <br />o <br />a <br />T <br />z <br />u M <br />mcn <br />z� <br />l <br />>U: <br />w �- <br />CD <br />z <br />0 <br />co <br />z <br />co <br />0 <br />M <br />F <br />m <br />> <br />:D <br />:x <br />w <br />w <br />cfn <br />z <br />a_ <br />m <br />0 <br />I <br />P <br />I <br />CV <br />I <br />1_- <br />® <br />O <br />CV <br />Lu <br />C�) <br />LO <br />Lo <br />CD <br />col <br />�i <br />CD <br />CD <br />CD <br />w <br />CV <br />CV <br />N <br />Z <br />ax <br />o <br />W <br />N <br />w <br />uLU <br />® <br />Z <br />U <br />U <br />c�-Lu <br />a <br />ca <br />o <br />0 <br />•i.:dd—.-.•16.1 t �:u�:IiPa� a il�ii;�a�'Ve19 �dllt>VWiIllr�lia�,teYWi"4tivti��iM,, _ I I� uu Ea..��•. .. mil t�n.�oc�x ar __ � I -'71 �11 1 "I'li it.tll"J Iii 11 11111 1 1,11,11 <br />