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211 - <br />ROOF BD. PER TPO MANUF. <br />TPO ROOFING <br />CASING BEAD <br />GUTTER <br />24 GA. G.S.M. DRIP EDGE <br />FLASHING <br />S.A.F. <br />EXTERIOR PLASTER <br />17 EAVE AT HIGH ROOF 13 TRANSITION AT STEP <br />WHEN INSTALLED ON A SLOPE, THE <br />HINGE SIDE MUST RUN PARALLEL <br />TAN WITH THE SLOPE. IF SLOPE EXCEEDS <br />N0009 30°, ADVISE FACTORY FOR <br />MODIFICATION. <br />CRICKET REQUIRED AT HIGH 16 <br />SIDE OF ROOF PLATFORM IF <br />WIDTH IS GREATER THAN 30" O <br />I:ZiZ�li 3�a»:ill�l►•I/d1�111� <br />I190I061819101W <br />LAP OVER WALL PER <br />MANUF. <br />TPO ROOFING <br />BILCO SINGLE LEAF ROOF ACCESS <br />HATCH TYPE F-50T OR APPROVED <br />EQUAL. 4' x 4' UNLESS NOTED <br />OTHERWISE <br />BIL-CLIP FLASHING SYSTEM <br />IING SHALL BE 2" LARGER THAN <br />)ENSER LINE <br />9 I CONDENSER LINE FLASHING <br />SPECIFIED T.P.O. ROOFING SYSTEM 0/ <br />/ CONTINUOUS CANT. INSTALLED PER <br />MANUFACTURER'S SPECIFICATIONS. <br />SLR <br />;SM "COPING" FLASHING 3 <br />A-D61 <br />PECIFIED T.P.O. ROOFING SYSTEM <br />UT OPENING 1/2" WIDER THAN <br />ONDENSER LINE <br />PO CLAD "HOOD" FLASHING, <br />JEATHER BOARD LAP WITH TPO <br />OOFING MEMBRANE <br />DIRE MESH SCREEN OVER VENT I <br />IPENING <br />EAL WITH ROOFING MANUF. <br />ECOMMENDED ROOFING CEMENT <br />TAINLESS STEEL SCREWS WITH <br />JATERTIGHT WASHERS <br />JSULATED CONDENSER LINES <br />11 <br />SEALANT TO BE APPLIED AROUND <br />AND BETWEEN TRASH CHUTE VENT <br />AND TOP OF COUNTER FLASHING <br />STAINLESS STEEL DRAW BAND <br />22 GAUGE GSM COUNTER FLASHING <br />FIELD VERIFY DIMENSIONS AND <br />CONDITIONS. SHOP FABRICATE AND <br />SOLDER ALL SEAMS. <br />GSM "COPING" FLASHING 0/ BUILT-UP <br />ROOFING BASE SHEET AS <br />PRESCRIBED BY SPECIFIED BUILT-UP <br />ROOFING MANUF. SUBSTRATE TO <br />SLOPE 1" : V-0", AWAY FROM VENT <br />PENETRATION <br />1 <br />FTsI t TRASH CHUTE VENT <br />FRAMING, BLOCKING, ROOF TRUSS <br />AND SHEATHING PER STRUCTURAL <br />\ PLANS <br />_V T.P.O. SYSTEM 0/ PLYWOOD <br />SHEATHING AND PARAPET WALL <br />o�F INSTALL PER MANUF. SPECS. <br />A�_ 4ALLL <br />Olz:�<e�P <br />TTFIRE BARRIER AT SHAFT, SEE <br />BUILDING PLAN FOR FIRE RATING <br />VERIFY AND COORDINATE ALL BUILT-UP ROOFING DETAILS WITH MANUFACTURER AND INSTALL IN CONFORMANCE WITH MANUFACTURERS REQUIREMENTS FOR WARRANTY SPECIFIED www.bilco.com <br />- 22 - 18 ROOF HATCH 10 TRASH CHUTE VENT CAP 2 <br />---------------------------- — <br />�2" SQUARE G90 GALVANIZED w w <br />UNI-STRUT RAILS, TYPICAL. RAILS Q co <br />CENTERED ON COMPRESSOR N <br />MOUNTING HOLES m w <br />0 <br />a <br />SLOPE <br />PER PLAN <br />2X BLOCKING <br />PER STRUCTURAL <br />TRUSSES BY OTHERS <br />FOR ADDITIONAL INFORMATION SEE DETAIL 4 <br />SUPPORT POST <br />PER STRUCT <br />STEEL PLATE <br />PER STRUCT <br />SPECIFIED BUILT-UP ROOFING <br />SYSTEM 0/ ROOF FRAMING AND <br />SHEATHING PER STRUCTURAL <br />DRAWINGS; FRAMING AND PLYWOOD <br />SUBSTRATE TO SLOPE AS SHOWN ON <br />ARCHITECTURAL ROOF PLAN (1/4": <br />V-0" MINIMUM) <br />� - �23� UNISTRUT @ROOF TROUGH �151 <br />Za <br />C w <br />LL a <br />o_J <br />ix rn <br />CRICKET SLOPE CONSTANT AT 1/4" : 12" <br />ROOF SUBSTRATE SLOPE <br />FLOW LINE ANGLE MIN. <br />1/4" : 12" <br />45' <br />3/8" : 12" <br />33.5° <br />1/2": 12" <br />26.5° <br />3/4" : 12" <br />18.5° <br />ROOF DRAIN LOCATION PER PLAN <br />FLOW LINE ANGLE MIN. SEE TABLE <br />Q ABOVE <br />czy/k, TFCo F��� ��NE CRr�kFrF<o <br />CRICKET 0 CRICKET CRICKET <br />SLOPE 1/4" : 12" Y � SLOPE 1/4": 12" SLOPE 1/4": 12" <br />U -) v <br />PLAN: PARAPET WALL <br />CRICKET AT WALL <br />SECTION A <br />GREATER THAN V-8" <br />CRICKET <br />SLOPE <br />1/4": 12" <br />PLAN: <br />CRICKET AT ROOF PENETRATION <br />PARAPET WALL <br />7 <br />r__7�_ _ <br />I I <br />I I <br />I I <br />L _ J <br />I I <br />L — J <br />SLOPE <br />PER LAN <br />I I <br />I I <br />I I <br />I I <br />L_ J <br />L= <br />HVAC COMPRESSOR PER <br />MECHANICAL PLANS <br />2" SQUARE G90 GALVANIZED <br />UNI-STRUT RAILS, TYPICAL. R <br />CENTERED ON COMPRESSOF <br />MOUNTING HOLES <br />SLOPE <br />PE ALPRPE ALPR N � <br />* VERIFY EQUIPMENT SIZE Al <br />* REQUIRED CLEARANCES WIT <br />EQUIPMENT MANUFACTURER <br />` 2" SQUARE G90 GALVANIZED <br />CRICKET, SLOPE 1/4" : 12" UNI-STRUT RAILS, TYPICAL. R <br />CENTERED ON COM <br />SPECIFIED T.P.O. ROOFING SYSTEM <br />FOR ADDITIONAL INFORMATION SEE DETAIL 4 <br />ROOF gpER �gV <br />S�op� D U RA BLOCK <br />ROOF FRAMING AND SHEATHING PER L___________________________ <br />STRUCTURAL DRAWINGS, FRAMING <br />AND PLYWOOD SUBSTRATE TO SLOPE <br />AS SHOWN ON ARCHITECTURAL ROOF 2 SQUARE G90 GALVANIZED <br />UNI-STRUT RAILS, TYPICAL. RAILS <br />PLAN (1/4": 12" MINIMUM) CENTERED ON COMPRESSOR <br />MOUNTING HOLES <br />CRICKET TO BE INSTALLED ON RIDGE <br />SIDE OF ANY CHIMNEY OR <br />PENETRATION GREATER THAN 30" AS <br />MEASURED PERPENDICULAR TO THE <br />ROOF SLOPE <br />FLOW LINE MINIMUM ANGLE, SEE <br />TABLE ABOVE <br />CHIMNEY OR ROOF PENETRATION <br />SLOPE <br />PER PLAN <br />2X BLOCKING <br />PER STRUCTURAL <br />TRUSSES BY OTHERS <br />SPECIFIED T.P.O. SYSTEM 0/ ROOF <br />FRAMING AND SHEATHING PER <br />STRUCTURAL DRAWINGS; FRAMING <br />AND PLYWOOD SUBSTRATE TO SLOPE <br />AS SHOWN ON ARCHITECTURAL ROOF <br />PLAN (1/4" : V-0" MINIMUM) <br />TROUGH <br />Q x 1/2" THICK RUBBER WASHERS I <br />B. <br />6" CARRIAGE BOLT. LENGTH AS <br />MIRED. <br />?.,,I ] Its] ►a»:aA1Ixy:/.1►1NL11 <br />CIFIED T.P.O. SYSTEM 0/ ROOF <br />MING AND SHEATHING PER <br />UCTURAL DRAWINGS; FRAMING <br />1 PLYWOOD SUBSTRATE TO SLOPE <br />SHOWN ON ARCHITECTURAL ROOF <br />N (1/4" : V-0" MINIMUM) <br />15 <br />UNISTRUT SYSTEM <br />VERIFY ATTACHMENT <br />REQUIREMENTS WITH <br />STRUCTURAL -PROVIDE <br />FLASHING/WATER PROOFING AT <br />ROOF PENETRATION <br />SLOPE TO DRAIN PER PLANS <br />ROOF FRAMING PER <br />STRUCTURAL DRAWINGS <br />NON-COMBUSTIBLE FRAMING <br />Architecture + Planning <br />17911 Von Karman Ave. <br />Suite 200 <br />Irvine, CA 92614 <br />ktgy.com <br />949.851.2133 <br />KTGY Project No: 2017-0934 <br />Project Contact: Debbie Holland <br />Email: dholland@ktgy.com <br />Principal: Wil Wong <br />Project Designer: D. Schoolmeester <br />Project Director: Debbie Holland <br />Developer <br />EI7 OAK <br />INVESTMENTS <br />S <br />4199 CAMPUS DRIVE <br />I RVI N E, CA 92612 <br />PHONE NO. (714) 342-2502 <br />No. Date Description CH <br />G <br />W <br />U <br />w <br />2 <br />U <br />z <br />Q <br />J <br />It is the clients responsibility prior to or during construction to notify the architect in writing <br />of any perceived errors or omissions in the plans and specifications of which a contractor <br />thoroughly knowledgeable with the building codes and methods of construction should <br />reasonably be aware. Written instructions addressing such perceived errors or omissions <br />shall be received from the architect prior to the client or clients subcontractors proceeding <br />with the work. The client will be responsible for any defects in construction if these <br />v J <br />procedures are not followed. <br />S -D ARC1,11T <br />LL <br />N <br />No. C29795 * <br />C) <br />RENEWAL DATE <br />AUGUST 31, 2023 <br />1 <br />of <br />� <br />CA`\���� <br />License Stamp <br />o <br />TPO ROOFING DETAILS <br />FOR ADDITIONAL INFORMATION SEE DETAIL 4 <br />- 24 - 20 - 16 ROOF CRICKETS 12 UNISTRUT SUPPORT 8 UNISTRUT / ROOF TROUGH 4 <br />COPYRIGHT n <br />AD-61 01 <br />