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TOWER VENTILATION (364sf) PROVIDE TILE ROOFING ON TOWER VENTILATION (171sf) <br /> REQUIRED: 364 / 150 = 2.43sfICE AND WATER SHIELD REQUIRED: 171 / 150 = 1.14sf <br /> PROVIDED: (4) 14"x22" = 8.56sf UNDERLAYMENT ON TOWER PROVIDED: (1) 14"x24" = 2.33sf <br /> 50% FREE AREA LOUVER ROOF 50% FREE AREA LOUVER: <br /> 8.56sf x 50% = 4.28sf 2.33sf x 50% = 1.17sf <br /> Architecture / Development <br /> 22'_0" PROVIDE PLYWOOD 16'-0" <br /> SHEATHING FLOORING <br /> 1'-0" 20'-0°' 1'-0' FINISH IN TOWER AREA 1'-0" 14'-0" 1'-0' LINE OF AWNING BELOW. SEE 14901 Quorum Drive <br /> DETAILS #5 & #6 ON SHEET A16.0 Suite 300 <br /> 12 <br /> Dallas Texas 75254 <br /> ,q <br /> ILLUMINATED ROOF DRAIN & OVERFLOW, Al2 Ph: (972)239-8884 <br /> A10.0 BUILDING SIGN <br /> 4 SEE DETAIL 10/A17.1, SIM Fax: (972)239-5054 <br /> A17.1 L.E.D. <br /> 1 - - LIGHTING <br /> - - - - � - - - - - - - - - - - - - - - - DATE DESCRIPTION <br /> Cr I I =_ <br /> URBAN PROTOTYPE DESIGN <br /> I - - - - - - - - - - - <br /> I S Q O � I F r�� I 10-22-2018 ISSUED FOR PERMIT <br /> MJLR❑❑ �o F O° 0° ��° I I w O s� (!) 0° - s�'°❑° I L I <br /> ❑❑❑ GYP CEILING, !' O� ❑ o ❑ A� I L - J <br /> ❑� <br /> 1 cn ❑ 7,_0,> 5,_5„ » 2,-1„ <br /> I <br /> 1 <br /> LU <br /> VIII 0 <br /> O �� - <br /> (no ��� fir ' I I ❑-❑❑❑ ��Q ❑❑❑❑❑ - FCOMPRESSORS (84) <br /> �Q SEE NOTE I I I ❑�❑ I 2 ®❑® 01 CI I PLATFORM. SEE <br /> 18x8x48 GUTTER BOX Ili <br /> " ( ) ACCESS I 1 <br /> B I I I (MOUNTED AT FLOOR <br /> J TYP I A17.1 I DETAIL 07/A16.1. 1 o <br /> s o I� I B <br /> IT - - - - - - - - -ter PaaE g I- - - - L - - - I - - - - - - - - <br /> 2 - 2 �� T <br /> 0 o V I I I SERVER/UPS A17.o A17.1 A17.o I I s a I I 1 o z <br /> A10.0 ,�, c� I A10.0 <br /> RACK 2 I I A17.1 O ❑ I N = POWE R PENETRATIONS <br /> M I TYP ( ❑ <br /> N o V I I I A17.1 1 1 1 1 ❑ I I I I I I i I REVISION RECORD <br /> "' "' I I I I ❑❑❑❑❑ ❑❑❑❑❑ I ELECTRIC 1'-6" GA I U) ❑ I N <br /> V I I I ❑�❑ ❑®❑� I 5 4� � - - - - - - - <br /> I I <br /> o I I I I I I 5' 1� I EFRIGERATION I A17.0 <br /> Ui I I I I 1 20 1 - 1 1 PENETRATION (TYP)- <br /> A17.1I I <br /> o I I I I I _ 1 1 [2]21g 11 1 \/ I ACJPLATFORM I I <br /> V I I I I 18 a a 1 I /\ I 1 ', 11 II II 1 <br /> 0 U) <br /> L_ t7c CD - - oo Noll E:] <br /> ILS I - - - <br /> hN ? o I 114'-0" 4'-1" Q o' I1 \\ » ,> 1'-6„ 8,_7$„ EF 1'-g" 1" 3,_0„ <br /> I` 4x24 OUVE I 7 1 <br /> � I I L - - -�I ELOW RAPET D.S. & GUTTER. SEE 1 <br /> 1 mCn <br /> `D J I I - -0 I OND NSATE INE I _,� 8/A17.2. PROVIDE WALKWAY OPN G _ - <br /> N 2x WOOD i PAD BELOW DOWNSPOUT I ROOF DRAIN, SEE 10/A17.1, <br /> I I P TFORM _ _ _ _ 1A ETAL OOR @ 12 ABOVE II II I A17.2 N <br /> r FC-1 (ABOVE) , I R OF D CK W 24"x24" FOR SPLASH BLOCK a' L _ J - I N WITH 3 STORM DRAIN DOWN <br /> r <br /> R TYP. 3 PLACES POWER PENETRATIONS CO oo z I I THRU COLUMN & CURB, DRAIN <br /> - - - - - - -� - - - a ROOFING ON 1/2" DENSDECK v AT GUTTER. <br /> IIS CONDENSATE (TYP) 5,-8$„ F o <br /> ROOF BOARD ON PLYWOOD 1 <br /> � � AE 5 /\ 5'-1$' SHEATHING, SEE SPECS o N <br /> i❑ � � I J <br /> I ❑; ABOVE ROOF DECK I r I`"I i'I 1 L< <br /> - <br /> ABOVE <br /> I W/ 24"x24" LOUVER a ' ' I /I EE-MA-CH INES [(2)� i / I ❑,❑11 I <br /> Of <br /> BELOW I F_ --I TYP. 3 PLACES I O I / I 22.1 COMPRESSORS 1 1 I C <br /> 1 o I I CU ROOFING ON 1 2 DENSDECK o1' °° I I A10.1 <br /> 1 I I 1 ROOF BOARD 0 PLYWOOD J GA oQ �, <br /> _ I I SHEATHING, SPE S 10 OVERFLOW DRAIN, SEE <br /> PLATFORM REFRIGERAT ON o r 7 TAPERED I 1 O/A17.1, 3" PIPE TO <br /> - LJ RIDGE LINE - ISI > <br /> AC (NP) D PLYWOOD i DAYLIGHT 1 BELOW CEILING <br /> PROFESSIONAL SEAL <br /> ROOF HATCH WITH 1 I Lu ACCESS PRE,FAB WOOD TRUSSES @ I w ' 2 UP TS EF I (2) PAIR OF 14"x22" 14 ARC <br /> SUPPORT RAIL. SEE I a PANEL Lu COMBUSTION AIR LOUVERS 4 1 � ,* <br /> I O- 24 O.C. (TYP) REFER TO o- ACCESS 1 _6 I \ 2 75" ABOVE DECK. '� G <br /> I <br /> 15/A16.0 co 0 19 STRUCTURAL DWG 5'-6" LECTRI PANEL 19 OPN'G 1'_ "I I - - - TOTAL). TOP OF HIGH LOUVER AT F , <br /> A17.1 4A17.1 r---� I � I <br /> I <br /> WALKWAY PAD, INSTALL I P i _❑_ i - 01 I, \ PROVIDE NON-COMBUSTIBLE <br /> IPE MFR'S _ _ _ - - <br /> b RE OMMENDATIONS ( P) L -J - I I \ \ I MATERIAL WITHIN 18" OF a ❑ I 4r� <br /> 1 I I 11'-10 " �E MACHINE (115A) -� I \\ O O I GREASE DUCT PENETRATION. O I �C0 <br /> EF N COMPRESSOR __ -_ \ \ 1 SEAL OPENING W/FIRE CAULK cJn o , <br /> 2 / \ \ MAKE-WATERTIGHT I -201g <br /> 4'- 1 v/ A17.0 / / �'� "' Q� \ \ } I 1 GALV. METAL COPING OVER FELT 10-1 i <br /> REFRIGERATION / / 5 -6g �° O \ \ I OVER 1/2" PLYWOOD (PROVIDE <br /> - - - - - PENETRATION / / G' O� \\ <br /> 1 ❑ I / / » I °O BULK Co2 TANK WITH\ \ I I STANDING SEAM ® 10'-0" O.C.) <br /> 1 I I CND NSATE I / 1 -6 I LEAK SENSOR (PROVIDE \ \ <br /> o G I ❑ I I N I METAL DOOR ® 12" ABOVE j OPN G PLATFORM. SEE DETAIL \ \ I I <br /> o A10.1 I I � 1 I � �i '� i LOWER DECKW/ <br /> 3 PLACES) `.❑/ ♦ O�❑0�. 12/A17.2) COLUMN BELOW <br /> `l I <br /> 1 1 10' 84' I\ I I \ / 1 20 -4 2 -6 8 -0 - 11 ♦ O 1 1 i o 2 A17.1 � L J I <br /> » PO E ING » L---J \ L - <br /> ❑ I I \ 1 \/ �� ��� A17.1 �� \ I PROTOTYPE VERSION <br /> N I I I \ 1 1 /\ 1 r - - � I R00 HATCH WI H HIP LINE / - - - - - - - - - - - - - - - - - URBAN DESIGN <br /> / \ 1 AC ❑ SUPPORT RAIL. SEE / <br /> ❑ I I \\I I / \ 3 o z I I 114/ 16.0 ALK-IN ,� ' \\ \ °Q� ♦ / x �/❑/ , <br /> PROJECT NAME <br /> ♦ / v // ' <br /> - - - - J I L - I M o I I I I IREFRIG. I \ \\ G'n� / W R HEATERS WITH // �'/ ,O <br /> TAPERED PLYWO D, TYP. �- -� / <br /> - �ELEC RI GAS _ J 1(83) 1 \\ \ / \S S STRAP TO COMPLY O,o /// I N-N-O UT <br /> H 1 �� - - �� - - 1COMPRESS.I \ \ / WIT A ICABLE CODES. ❑O�` / / / ,C <br /> A10.1 <br /> PLATFORM \ \ SEE PLU MORE NF`9RG�ONE SEE <br /> FOR /❑ 2�� /j//> BURGER <br /> 11/A17.2 F\9R\W\TERHEATER PAN / J� \� �ROOF DRAIN(& VERFLOW, 1 I /// //// N. PROVIDE TILE ROOFING ON <br /> I Q 1 SEE DETAIL 10/ 17.1, SIM °Q O �( \ 0 ICE AND WATER SHIELD <br /> s PRES��Rf WASHER/ � LATH ROP <br /> 1 ISI I I ❑c�` J . O ��\ �o'• \\\\ J/ \ j�2� N / UNDE\ ROOFRLAYMENT ON TOWER <br /> 1 - ❑❑ 1 O - - - - - - - - - PROVIDE PLYWOOD CALIFORNIA <br /> O o SHEATHING FLOORING <br /> _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ I I _\ \ ❑; /��,/ �o'° O FINISH IN TOWER AREA 16514 GOLDEN VALLEY PKWY <br /> - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 - - - - - - - \� �� / / <br /> TOWER VENTILATION (364sf) LATHROP, CA 95330 <br /> \ // REQUIRED: 364 / 150 = 2.43sf <br /> A17.1 (2) PAIR OF 14"x22" I �I / �o'° PROVIDED: (4) 14"x22" = 8.56sf <br /> L.E.D. LIGHTING F 12 COMBUSTION AIR LOUVERS (4 >> 50% FREE AREA LOUVER = <br /> A 1 TOTAL). TOP OF HIGH LOUVER I 8.56sf x 50% = 4.28sf) <br /> A10.1 A17.1 A10.0 1 AT 75" ABOVE DECK. BOT. OF <br /> LOW LOUVER AT 14" ABOVE W.H. <br /> PLATFORM 1 <br /> I 1 <br /> PRE-FAB WOOD TRUSSES @ I ,° NoNwOUT <br /> 24" O.C. (TYP) REFER TO 1 ` ❑ ❑ ❑ ❑R❑ ❑❑ ❑ ❑1111 \BURGER <br /> 1 STRUCTURAL DWGS <br /> 1 1 A. ALL DUCTWORK EXHAUSTING MOISTURE LADEN AIR SHALL BE STAINLESS STEEL. <br /> 1 I B. ALL DUCTWORK EXHAUSTING GREASE LADEN AIR SHALL BE WELDED BLACK STEEL GOD BLESS AMERICA <br /> 111 ❑ I (INDOOR PORTION) OR WELDED GALVANIZED WITH WELD AREAS COLD GALVANIZED <br /> I ROOFING ON 1/2" DENSDECK p 1 (OUTDOOR PORTION). <br /> 1 ROOF BOARD ON PLYWOOD �o APERED 1 C. PROVIDE 5/8"PLYWOOD PLATFORM BELOW ROOF ACCESS PANELS WITH WOOD <br /> SHEATHING, SEE SPECS I PLYWOOD I BLOCKING SPANNING BETWEEN BOTTOM CHORD OF TRUSSES. PLATFORM To BE 8' <br /> GALV. METAL COPING OVER FELT LONG, CENTERED ON ACCESS OPENING, AND EXTEND IN THE DIRECTION OF THE <br /> I OVER 1/2" PLYWOOD (PROVIDE TRUSSES. PROVIDE AN ADDITIONAL 8' LONG PLATFORM AT EACH TRUSS BAY TO THE PROJECT NUMBER <br /> 1 I STANDING SEAM ® 10'-0" O.C.) LEFT & RIGHT OF THE ACCESS OPENING. COORDINATE INSTALLATION OF PLATFORMS <br /> 1 - S� I 1 To AVOID LIGHT FIXTURES, DIFFUSERS, DUCTWORK, ETC. 180641.001 <br /> 1 ❑��❑ I L J D. REFER TO DETAIL 13/A17.2 FOR PARAPET FLASHING TERMINATION AT TOWERS. <br /> C R I-I n I-I❑❑I-II-I I- 1 I L- - J I COLUMN BELOW E. PAINT LOUVERS IN TOWERS AND TOWER DOORS TO MATCH ADJACENT SURFACE. SHEET TITLE <br /> - - - - F. GALVANIZED CAPS AT ROOF TOP EQUIPMENT PLATFORMS ARE To HAVE FULLY <br /> ❑❑� ❑❑❑❑❑❑ ❑❑11'��❑I�' - t <br /> - - - - - - - - - - + - - - - - WELDED JOINTS. NO SCREWS OR FASTENERS ARE To PENETRATE THROUGH THE TOP ROOF PLAN <br /> SURFACE. <br /> E NORTH G. METAL STRAPS FOR WALK-IN COOLER COMPRESSOR AND "CU-1" ARE To BE <br /> 1 ATTACHED TO THE SIDES OF THE ROOF CURB AND NOT THE TOP. <br /> LO <br /> ROOF DRAIN, SEE 1 O/A17.1, WITH E A17.0 H. PAINT ALL PENETRATIONS AT ROOF TILES TO MATCH TILE. <br /> 3" STORM A10.1 I. ATTACH ICE MACHINE COMPRESSORS To RACK USING 3/8" TEK SCREWS OR BETTER. <br /> COLUMN &DCURB,RAIN DDRAINOWN TARUGUTTER. ATTACH ICE MACHINE DISCONNECT TO RACK USING BOLTS (NO SCREWS). <br /> C14J. REFER TO DETAIL 17/A17.1 FOR VENT PIPING DETAIL AT TILE ROOFS. <br /> K. BUILDING TYPE IS TYPE 5V. ROOF COVERING IS A POLYVINYL-CHLORIDE ADHERED SHEET NUMBER <br /> OVERFLOW DRAIN, SEE 10/A17.1, MEMBRANE ROOFING SYSTEM BY JOHNS MANVILLE (SEE SPEC ON A1.E) WHICH <br /> Q o 3" PIPE TO DAYLIGHT 1" BELOW CEILING <br /> CARRIES A CLASS A RATING. <br /> mA6mO <br /> 00 <br /> ZZ <br /> C= C= <br /> CL. � <br />