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SELF-SEALING ASHPALT <br />SHINGLES OVER 30# FELT OVER <br />5/8" FIRE -RETARDANT PLYWOOD <br />SCREW (4/PANEL) <br />TAPE SEALANT <br />CONT. DRIP FLASHING <br />SEE GUTTER DETAIL THIS <br />SHEET FOR MORE INFO <br />SCREW ATTACHMENT @ 18" O.C. <br />P.T. 2X WOOD NAILER <br />PRE ENGINEERED TRUSS <br />RE: STRUCTURAL <br />STUCCO OVER <br />DENSGLASS SHEATHING <br />3" VENTED DRIP SCREED <br />FRY DS-75-V-300 <br />1 Eave Detail <br />Scale 3"=1'-0" <br />BUILDING WALL. SHEATHING <br />OVER FRAMING SHOWN. <br />SOME LOCATIONS WILL HAVE <br />CMU. RE: SECTIONS <br />STUCCO FINISH <br />SLOPE TOP V PER FT MIN <br />EIFS TRIM PROFILE <br />0 <br />i <br />7" 5" <br />4 <br />DIMENSION IS FROM OUTSIDE FACE OF FINISH TO <br />OUTSIDE FACE OF EIFS. IN AREAS WHERE STONE <br />VENEER IS USED, INCREASE WIDTH OF EIFS AS <br />NEEDED TO PROVIDE SAME DIMENSION FROM <br />OUTSIDE FACE. <br />5EIFS Profile <br />Scale 3"=1'-0" <br />STUCCO <br />RE: ELEVATIONS <br />FRY REGLET <br />CHANNEL SCREED - <br />PCS-75-75 <br />EXTERIOR WALL <br />RE: PLANS <br />SCREW ATTACHED AS <br />PER MANUFACTURER'S <br />RECOMMENDATION <br />10 Channel Screed Detail <br />Scale 1"=1'-0" <br />SELF HEALING ASPHALT <br />SHINGLES OVER 30 # FELT <br />OVER 5/8" FRT PLYWOOD <br />EXTEND FLASHING UP UNDER <br />ROOFING FELT. MIN 8" LAP <br />PT 2X WOOD BLOCKING <br />PRE -FIN ALUM FLASHING <br />OVER CONT CLEAT. <br />REFER TO TYP PARAPET <br />WALL DETAIL ON A501 <br />METAL TRUSSES. RE: <br />STRUCTURAL PLANS <br />SELF-SEALING ASHPALT <br />SHINGLES OVER 30# FELT <br />OVER 58" FRT PLYWOOD <br />UNDERLAYMENT RIDGE / HIP CAP <br />7 � <br />ROOF TRUSS SYSTEM <br />SCREW (3/PANEL) RE: STRUCTURAL <br />NOTE: ALL FLASHINGS TO BE <br />CORROSION RESISTANT MTL. <br />W/ 4" MIN. OVERLAP <br />2 Ridge / Hip Detail <br />Scale 3"=V-0" <br />T-0" x 2'-6" ROOF SCUTTLE. <br />BILCO TYPE "S" W/ LADDER <br />UP SAFTEY POSTS. <br />O O ° O <br />RUNGS - 1" DIA. STEEL AT 12" OC. C <br />JO (FULLY WELDED TO SIDE BARS) <br />SIDES - (2) 2.5" x .375" <br />STEEL BARS 22" APART <br />� ;ol <br />L 3X5X114, 3' LONG. WELDED TO ROOF OPENING <br />SUPPORT STEEL AND OUTSIDE OF SIDE BAR. <br />CENTER OF RUNG TO BE BETWEEN 3" MIN AND 5" <br />MAX FROM EDGE OF HATCH WALL. ADJUST SIZE <br />O OF ANGLE IF NEEDED. <br />ROOF OPENING SUPPORT STEEL. RE: STRUCT. <br />PROVIDE L 3X8X1/4, 3" LONG WELDED TO OUTSIDE <br />OF SIDE BARS (3 EACH SIDE SPACED EVENLY <br />7 FROM FLOOR TO ROOF). ATTACH EACH ANGLE TO <br />CMU WALL W/ (1) Y4" X 5" TITEN HD SCREW ANCHOR. <br />O MASONRY WALL. RE: STRUCT. <br />L 3X3X1/4, 3" LONG. WELDED TO OUTSIDE OF SIDE <br />BAR. ATTACH EACH ANGLE TO CONCRETE FLOOR <br />SLAB WITH (1) Y44" X 5" TITEN HD SCREW ANCHOR. <br />11 Control Screed Detail <br />Scale 1"=1'4' <br />STUCCO <br />RE: ELEVATIONS <br />SEALANT AS PER <br />MANUFACTURER'S <br />RECOMMENDATION <br />2 PIECE FRY REGLET <br />CONTROL SCREED - <br />PCS-75-75 2-PC <br />ALIGN WI MASONRY <br />CONTROL JOINT OR <br />JOINT IN WALL SHEATHING <br />SCREW ATTACHED AS <br />PER MANUFACTURER'S <br />RECOMMENDATION <br />BUILDING WALL. SHEATHING <br />OVER FRAMING SHOWN. <br />SOME LOCATIONS WILL HAVE <br />CMU. RE: SECTIONS <br />STUCCO FINISH <br />SLOPE TOP 1" PER FT MIN <br />EIFS TRIM PROFILE <br />STUCCO OVER DENSGLASS <br />SHEATHING. CHANGE <br />DENSGLASS TO FRT PLYWOOD <br />BEHIND THE FLASHING <br />CONT CASING BEAD BETWEEN <br />J-MOLD AND FLASHING <br />CONT. COUNTER FLASHING <br />TYPE "B" ATTACH 12" O.C. <br />CONT TYPE "A" FLASHING <br />CONT 2X P.T. NAILER <br />CONT HEN (FILL WI BUTYL) <br />CONT 2X4 NAILER <br />SELF-SEALING ASHPALT SHINGLES <br />OVER 30# FELT <br />UNDERLAYMENT <br />5/" FRT PLYWOOD <br />SHEATHING <br />WALL <br />ROOF TRUSS <br />RE: STRUCTURAL <br />NOTE: ALL FLASHINGS TO BE <br />CORROSION RESISTANT MTL. <br />W/ 4" MIN. OVERLAP <br />3 Wall Abutment Detail <br />Scale 3"=1'4' <br />BUILDING WALL. SHEATHING <br />OVER FRAMING SHOWN. <br />SOME LOCATIONS WILL HAVE <br />CMU. RE: SECTIONS <br />STUCCO FINISH <br />SLOPE TOP 1" PER FT MIN — <br />EIFS TRIM PROFILE <br />I <br />N <br />2" 1 I 1 y 1 <br />I <br />DIMENSION IS FROM OUTSIDE FACE OF FINISH TO <br />OUTSIDE FACE OF EIFS. IN AREAS WHERE STONE <br />VENEER IS USED, INCREASE WIDTH OF EIFS AS <br />NEEDED TO PROVIDE SAME DIMENSION FROM <br />OUTSIDE FACE. <br />7EIFS Profile <br />Scale 3"=1'-0" <br />0 <br />M <br />STUCCO FINISH <br />" MTL. FLASHING <br />PREFINISHED ALUMINUM — <br />SCUPPER BOX SECURED TO <br />BLDG W/ STRAP ANCHORS <br />CLIPPER COLLAR BEYOND <br />PREFINISHED ALUMINUM <br />RAIN LEADER. RE: ROOF - <br />PLAN FOR SIZING. <br />2" PREFINISHED ALUMINUM <br />STRAP ANCHORS, PROVIDE MIN. <br />ONE @ TOP & BOTTOM AND AT ALL <br />NTERMEDIATE JOINTS. <br />12 Primary Roof Scupper & Downspout <br />Scale V=1'-0" <br />DIMENSION IS FROM OUTSIDE FA( <br />OUTSIDE FACE OF EIFS, IN AREA,' <br />VENEER IS USED, INCREASE WIDT <br />NEEDED TO PROVIDE SAME DIMEP <br />OUTSIDE FACE. <br />EIFS Profile <br />Scale 3"=V-0" <br />WALL ABUTMENT <br />TYPE "A" FLASHING <br />N.T.S. <br />s <br />7711 <br />Y, <br />WALL ABUTMENT <br />TYPE "B" FLASHING <br />N.T.S. <br />RE: TYP PARAPET WALL DETAIL <br />i <br />/ - SCUPPER CLEAR OPENING TO BE 8" X 16" <br />PT 2X BLOCKING AS NEEDED <br />/ RE: ROOF PLAN <br />i <br /><I I <br />I <br />RE: STRUCTURAL DWGS <br />FOR ROOF FRAMING <br />INFORMATION <br />L f <br />MASONRY WALL. RE: <br />I"> STRUCTURAL <br />13 Primary Roof Scupper & Downspout <br />Scale 1"=1'-0" <br />GUTTER STRAP @ 36" <br />(STAGGER 18" FROM <br />SUPPORT. ATTACH WITH <br />SCREWS OR POP RIVETS <br />PROTRUDING RIVET <br />RECTANGULAR GUTTER. RE: <br />ROOF PLAN FOR SIZING <br />FM ROLL OVER HANGER @ 36" <br />O.C. STAGGER 18" FROM STRAP <br />D" <br />SELF SEALING <br />ASPHALT SHINGLES <br />ON #30 FELT OVER <br />5/8" F.R.T. PLYWOOD <br />CONT. CLIP ATT. W/ <br />SCREWS @ 8" O.C. <br />SCREW IN WOOD <br />BLOCKING @ 18" O.C. <br />HANGER <br />Cl) AS NEEDED N <br />CONT. DRIP <br />FLASHING <br />ti <br />4 Rectangular Gutter Detail <br />Scale 3"=1'-0" <br />BUILDING WALL. SHEATHING <br />OVER FRAMING SHOWN. <br />SOME LOCATIONS WILL HAVE <br />CMU. RE: SECTIONS <br />STUCCO FINISH <br />SLOPE TOP 1" PER FT MIN — <br />EIFS TRIM PROFILE <br />2" 4" <br />6" <br />DIMENSION IS FROM OUTSIDE FACE OF FINISH TO <br />OUTSIDE FACE OF EIFS, IN AREAS WHERE STONE <br />VENEER IS USED, INCREASE WIDTH OF EIFS AS <br />NEEDED TO PROVIDE SAME DIMENSION FROM <br />OUTSIDE FACE. <br />EIFS Profile <br />Scale 3"=V-0" <br />NOTE: <br />PRE-ENGINEERED CURB BY <br />RTU SUPPLIER <br />NAILER SUPPLIER W/ CURB, ATTACH <br />TO CURB AS PER MANUFACTURER'S <br />RTU RECOMMENDATIONS / SPECS. <br />[48" MAX. HEIGHT ABV. FRAME] <br />RAIL <br />-- SECURE CURB TO STEEL FRAME <br />9 USING #12 TEK SCREWS, 2 a@ EA. <br />CORNER & 12" O.C. BTW. <br />> STL. DECK, REF: GENERAL NOTES <br />- - LT <br />- MICRO -HOLD <br />(8 MIN.) <br />(2 EA. SIDE) <br />- MICROMETL, 16 GA. MICRO -HOLD <br />HOLD DOWN. ATTACH TO UNIT RAIL <br />REF: MANUF. FOR INSTALLATION <br />REQUIREMENTS <br />14 RTU Tie Down Detail <br />SCALE:NTS <br />REF: <br />SEALANT <br />PRE-SHAI <br />METAL C( <br />FLASHIN( <br />RECEIVE[ <br />SCUPPER <br />CLEAR OP <br />TO BE 8" X <br />HEMMED <br />EDGE <br />MASONR` <br />RE:STRU <br />15 Overflow Scupper <br />Scale 1 "=1'-0" <br />OVE <br />=TAIL <br />=D <br />C) <br />o <br />U <br />�a <br />0C <br />W <br />N ;E; <br />M� <br />^^ll <br />w <br />vvvv� <br />0-oE <br />• p.� <br />o <br />d o 0 <br />C�lU <br />o� <br />U <br />N <br />P. <br />k <br />�a <br />U <br />U <br />U <br />W <br />0 <br />0- <br />0 <br />r0n <br />V <br />ICU N <br />c 00 <br />•� coM C: <br />/�, U <br />W J O <br />m E(� U_ O <br />2 fa LL <br />W M <br />�Cl) I—(q' <br />U <br />Cn <br />0 <br />E <br />0 <br />i <br />(3) <br />J >• <br />CUU� <br />j <br />c <br />O <br />W_ <br />� 06 L U <br />a c!-Y a <br />Uj <br />F <br />z o <br />V d <br />0 mYN0-Uj <br />a <br />cr) <br />W <br />i <br />z <br />� �I <br />Q cI. <br />Uj <br />W <br />z <br />I- <br />i9 <br />I: <br />r <br />O <br />Cn <br />Cn <br />2 <br />m <br />Cn <br />W <br />a - <br />co <br />0 <br />W <br />Cn <br />v <br />;� <br />0 <br />J <br />W <br />o <br />z <br />rn <br />g <br />N <br />W <br />Co <br />z <br />Q>i <br />C-3 <br />LW <br />U <br />c� <br />d <br />O <br />O <br />U <br />16 Pitched Roof Parapet Flashing <br />Scale 1 1/2"=1'-0" <br />