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Home My WebLink AboutA5.3 010714.pdf��+ COPING TO MATCH BUILDING � 11'-5 SE SITE N- iW0 ITS OVER PLYWOOD BLOCKING. 10. Q.. 1. 4.. 18'-10" � :�1 17'-10" e r---------- -------------- - -- - r ..� q.`. o � n�_— _____� ��:� ____________ _ _ i o � BOND BEAM WITH (2) �4 BARS. �, i.� i i �� i 6/A5.3 ,� MODULAR FACE BRICK TO i � ' �2 � '�m ' �:. ' OPP HD_ � MATCH THAT USED AT i �`� i m 4 ADJACENT BUILDING. ' � o i �� = � `C. � � -r ° i 1� 0� a_ _"____J _ ________ ___ _ __ � � ° i -�� i � 8" CMU. PAINT THE INSIDE � � .,, � s � � � � FACE TO MATCH RNISH ON THE S.S. MASONRY ANCHORS = i \ � �i i 7/A5.3 � o i ADJACENT CMU BUILDING AT i6"O.C. VERTICALLY. � 7 A5.3 � �`�� i ` i OPP HD � i WALLS. ro GROUT SOLID-TYP EACH JAMB � -------- - -------- ----- - -- � i � ' PROVIDE CONT SEALANT OVER HAGAR HASP �{1941 ON o i BACKER ROD THIS ENTIRE JOINT. 8" TALL X 12" WIDE DRAINAGE OPENING- p4" X a"DIA CANE BOLT WITH 1" DIAMETER X 12" LONG PIPE(S) OUTSIDE OF GATES. BOLT � ' 8" CMU WITH #5 VERTICAL AT MAX PROVIDE CONT SEALANT AT BOTH SIDES COORDINATE WITH DIRECTION OF SURFACE SET FWSH WITH CONCRETE-AS MANU. BY RICHARDS WILCOX PROVIDE SUPPORT 70 CEMER MEMBERS OF � OF 24" O.C_ GROUT CORES SOL1D DRAINAGE AND LOCATE APPROPRIATELY. WHEELS WITH o i AND TOP. N524-P23. LOCATE PIPES AT BOTH THE OPEN AND CLOSED TUNE FRAME. AT REMFORCING LOCATIONS. EXTEND 2 SPRINGS AT EACH � �Q �� 6x6x GALVANIZED STEEL TUBE FlLLED WITH CONCRETE POSITION. BOLT TO BE ON OUTSIDE OF GATES. o �s� GATE IF REQUIRED i REWFORCING TO BOTTOM OF PAIM IN COLOR AS CHOSEN BY ARCHITECT. WELD ON BY GATE o i FOOTING AND HOOK AROUND MAT WATERPROOF TOP CAP IN SAME THICKNESS STEEL HOLD q" MANUFACTURER _ STEEL COORDINATE REWFORCING OFF FACE OF CMU. SEE DETAIL �{14 FOR BASE PLATE WFO. ° I WITH STRUCL ENG. rrPica� ENTiRE cnrE nPicn� ENnRE cnTE ixa DUMPSTER ENCLOSURE ELEVATIONS ' � � 2X2X�6 TUBE STEEL ROUGH SAWN CEDAR. f`� � I/4" = I'-0" PROVIDE MODULAR FACE BRICK i � � sHOwN oN EXr�RioR � � ELEVATIONS. � HORIZ TRU55 REM @ EVERY � i OTHER COURSE. � i �NI PRERNISHED, PREFABRICATED i �" EXPANSION MATERIAL. MEfAL COPING WITH I �INDUSTRIAL STRAP HINGE CONTINUOUS GALVANIZED SEAT. CATALOGUE �434-P292 AS ATfACHMENT METHODS AND �� # � � 1'-4" MANU. BY RICHARD-WILCOX AMOUNTS MUST BE 3-�2 � i � HARDWARE. 3 PER GATE COORDINATED WITH COPWG � ' REQUIRED. MANUFACTURER. SLOPE WOOD NAILER-2X TRT'D. WOOD, ,:,. . CONTINUOUS, OR TWO LAYERS OF "�"` . • . �• � ':� • '. i � � � GATE FRAMES TO BE; 2X2X��° TUBES ON ATfACH VERTICAL CEDAR PLANKS TO FRAME ,�ia � TREATED �" PLYWOOD, S1UD i INSIDE OF WOOD FACING. SHOP WELD ALL WITH 2, e°DIA THRU BOLTS AT EACH � FRAMING SEE WALL SECTION DETAILS FOR CONNECTIONS. PAINT TUBE STEEL FRAMES HORIZONTAL MEMBER. PAINT ALL W00� SIMILAR MASONRY ACCESSORIES REQ D � i WITH TWO COATS OF RUST INHIBITWG PAINT pqRTS OF GATE WITH 2 COATS OF CLEAR I T.O. FRAMING � i IN DARK BROWN COLOR. WOOD PRESERVATIVE ��i. �� ' SEE SECTIONS . R ,� � : ALL STEEL PARTS OF GATE AND ALL GATE � GROUT CAVIiY AND ALL BRICK '-�'� �� °'� _ HARDWARE TO BE GALVANIZED. EIFS COMPATIBLE ----- ---- i BELOW GRADE SOLID. . i a BACKER ROD AND SEALAM � i � . i,, � 'i � a 2-�5 PLAN SECTION � • ' 9� '� " 6 �_��z„=,,_o. b i � I EXTEND MEMBRANE UP BACK 7-0° EIFS SYSTEM OVER AIR I OF PARAPET, OVER NAILER WRLTRATION BARPoER. TAPE !ilR BARRIER JOINTS. MINIMUM � AND SECURE AT FRONT FACE THICKNESS OF EIFS ______ � OF NAILER_ INSULATION TO BE 2". % � i � ______ � - .... ' TRT'D. PLYWOOD SHEATHING AT , encKSioE oF PnRnPEr DUMPSTER ENCLOSURE SECTION .. Z( i I 3/4" = I' 0" i i � i i SLOPE � i i ' � � i � i � Ii � i BRICK AT BASE SEE �� i i ELEVATIONS �.�.�.�. I i i i O i I i i I i i i i i i � i i i i i i i � � DENOTES CONCRETE i i FOOTING BELOW. I � � sEE � i i g" X 6 2" X 12" GALV STEEL BASE 1'-11 1�2'� STRUCT. � ' PLATE WITH FOUR (4) }" DIAMEfER I � PRO Ecrio�iv�sEr�oNRroPSOF�� TOP OF WALL DETAIL i i FOOTING BELOW. SEE STRUCT FOR � I I@"=1'-0" ' ' FOOTING ELEVATION AND ALL OTHER i i i � WFO. � �--- --------, � � i i PREFINISHED, PREFABRICATED � ��.��.� �i MEfAL COPING WITH 1'-2 1�2'� /� 1'-2 1�2" i I CONTINUOUS GALVANIZED SEAL (�) PREFlNISHED, PREFABRICATED SLOPE � ' � ATfACHMENT METHODS AND SLOPE METAL COPWG WITH �� i AMOUNTS MUST BE CONTINUOUS GALVANIZED SEAT. i �O 0O I COORDINATED WITH COPING = ATTACHMENT METHODS AND T.O. FRAMING i i T.Q FRAMING h AMOUNTS MUST BE � 1` i i MANUFACTURER. i i ��- i � SEE SECTIONS COORDINATED WITH COPING � � SEE SECTIONS i � �i — � MANUFACTURER. � — -� i �� i:�� i i i i ',._: ,•,; I EIFS COMPATIBLE i � EIFS COMPATIBLE � �i � i � I BACKER ROD AND SEALANT N � BACKER ROD AND SEALANT _______ _______ i o o � WOOD NAILER-2X TRT"D. WOOD, WOOD NAILER-2X TRYD. WOOD, i � � ' CONTINUOUS DRIP REVEAL � � CONTINUOUS, OR TWO LAYERS OF CONTINUOUS DRIP REVEAL � CONTINUOUS, OR TWO LAYERS OF � � � i i i � TREATED �" PLYWOOD, STUD TREATED �" PLYWOOD, STUD i �i r i FRAMING � FRAMING � � � �= � EXTEND MEMBRANE UP BACK EXTEND MEMBRANE UP BACK `------- ------- ---------- ---- -------- 1'-0 OF PARAPET, OVER NAILER OF PARAPET, OVER NAILER i EIFS SYSTEM OVER AIR � AND SECURE AT FRONT FACE AND SECURE AT FRONT FACE 1-4" 1-0" INFlLTRATION BARRIER. TAPE I OF NAILER. EIFS SYSTEM OVER AIR I OF NAILER. AIR BARPoER JOINTS. MINIMUM WFlLTRATION BARRIER. TAPE i THICKNE55 OF EIFS � � AIR BARRIER JOINTS. MINIMUM SEE DETAIL �{6 ON THIS SHEET FOR ALL OTHER GATE INSULATION TO BE 2". � � THICKNESS OF EIFS REQUIREMENTS NOT SHOWN HERE. : 1RT'D. PLYWOOD SHEATHING AT INSULATION TO BE 2". TRT'D. PLYWOOD SHEATHING AT i 2.,� i BACKSIDE OF PARAPET 2,�� i BACKSIDE OF PARAPET � � � � 7 PLAN SECTION I I SLOPE i I-I/2"=1'-0" , i ___ I ^ --- ------ � � � ------ i ______ � � j I � see sEE 2•_p° STRUCT. �'-p" STRUCT_ TOP OF WALL DETAIL TOP OF WALL DETAIL 5 � �,�„ _,,_o„ 3 � �,2„ _,,_o„ w w� >� �w J F aw�� Z=¢�� U �w¢��= oa� -z�� w¢ QwVC�F Ow �O=� S��FQ� ��Zu �?�mFC� QF�OQ°o ZaFd�F z�a�?�x ��o� 0 �U� <�v�'ia Z�,J,pOZO ��?¢��O O m Z m p N F Z � V Z � � S J N 0 V V '^ 0 0 i i M N i i o � i r 0 � � o � �,— � � � z m � '^ O r o � _ w c> w � ° � � a °a a F 0 . u LLI Q � � H V �/ w LL ~ 2 U � Li a Z � � � 7 U � U-� � O L1� X O �/1 () Q — N LL ��M Z � � — ^ N 00 O _ (n �O . � J � � "'OooN �aN� O� Q h M � Q M � Z N O� � `"U�ni. nih� '/' .� N �. � . ........ ,, J� o M ' a _" W O °o k ` _ c _�. z � � � Z _ . rn w O '2''d � � F ;�iy . a N:' Q, : � '��'9un��o�a�� z V Y Z � � � � J Q W GC W a` r W J W J r � 2 J V W � W ,�w V I g � Q J N � � � Q Z � � O � = M H — 130168 M � � Q � Q � 0 � � w W � Q V A5.3