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provide new downspout typ. conc. topp'g assy per e <br /> terminations <br /> PVC transition cap 4„ grind conc. to accept ffeece tape <br /> new galv. extension piping- � I cont. 12" fleece flash'g tape - fully <br /> diameter & type of exist'g� embed into elastomeric base coat � � <br /> pipe +/- 1/4". � � typical exterior wall <br /> I I � conc. fasteners @ 32" o.c. typ. <br /> I I 6" flexible flash'g membrane - ������=� '"'"���'��� <br /> cont. seal between underside �� counterflash elastomeric coat'g i cont. flash'g - w/spring clip action <br /> �� • ���� ������ <br /> of cap & flashing boot provide approx. 1/2 radius sealant <br /> ;1� cove cont. for length of flexible 5"W�3�$""em r <br /> fleece flashing boot - run wp ' flash'g 1333 N Northlake Way Suite A <br /> Seattle, Washington 98103 <br /> � membrane to top of boot 6�� � I I cont. base metal flash�g - 1 3/4�� . <br /> � s�� ' I I set in sealant to underside 4" <br /> �� ; Of Sht'g � r emm d ar p � phone 206 547 7288 <br /> = p 6"high fleece 12„ � � � as req d elastomeric wp g <br /> � � wrap-fit tightly 1� � � <br /> fa�c 206 547 0833 <br /> to piping 6� <br /> + > ' � � cont. fleece 12" flash'g tape - fully <br /> � � I I ; � embed into elastomeric base coat clean & prepare exist'g <br /> °' � I I concrete substrate as req'd far <br /> 1z,� 1z„ 1z�. 1z„ ; � � � elastomeric wp coat'g appkication of wa�erproof'g. Fil�l `�� � ��� ti., �� <br /> concrete erocfed areas prior to �� ������ <br /> corner condition � new cementitious topp'g @ ds , " . <br /> elastomeric wp coat'g system N c � water erosion areas per plan applying elastomeric coat g. ~ � <br /> � See plaza plan for locations. � �' � ``������ <br /> � � � � ���� <br /> r . xist t deck � ����'�� <br /> ________ _______ g p exist'g PT concrete ��`������ <br /> slab � <br /> eX�st'g pt deck TYP CONC TOPP'G ASSY <br /> PT SLAB TO WALL PT SLAB DRIP EDGE , „ 1 <br /> „ , „ SCALE: 3" = 1 -0 � � <br /> PVC drain pipe <br /> SCALE: 6 = 1 -0 � SCALE: 3" = 1'-0° � <br /> � � <br /> level <br /> level � Q <br /> DOWNSPOUT DRAIN @ PLAZA a <br /> � o <br /> SCALE: 6�� = 1�-0�� � X cont. rail cap � - r W <br /> � � oo � cont. raif cap � � � <br /> "' � max8 square vert. posts @ 48" OC � � 1 5/8" square vert. posts @ 48" OC � <br /> cont. re-finished metal cont. T&B rails max � � <br /> p � ,� cont. T&B rails Q = <br /> flash'g riveted & sealed to � � 5/8" x 5/8" pickets - 3 7/8" max X � „ „ �� � <br /> sheet metal vent hood. � 5/8 x 5/8 ickets - 3 7/8 max � <br /> / � o between pickets � o between pipkets � <br /> 2 1/2"w/3 8 <br /> 1"folded back 4�� birdsmouth hem � 'p Notes: � � ^ <br /> on its self — Q- c . � � <br /> � r il tem & connections shall be _ Q Notes: a <br /> rind 3/8" roove into exist' PT slab � � 1) a s y s � <br /> g g g N .� designed for 50 Ib/ft linear foot and 200 _� � 1) r a i l s y s t e m & c o n n e c t i o n s s h a l l b e Z <br /> t o a v o i d c a b l e s � � p o u n d c o n c e n t r a t e d l o a d a p p l i e d i n a n y � � designed for 50 Ib/ft linear foot and 200 a w <br /> � direction at any point on the rail without � pound concentrated load applied in any � Q <br /> mm d ed e of flash' in QO level ❑ damage, excessive deflection or direction at any point on the rail without � W J <br /> set he e <br /> bead of sealantgn groove w/ � permanent set. (non-concurrently) level damage, excessive deflection or J <br /> lead wed es = 2.) rail components shall be constructed permanent set. (non-concurrently) � <br /> g W <br /> apply W.P. coating assembly ° � of 6063-T6 aluminum with powder coat 2.) rail components shall be constructed W <br /> � E finish. °�,�° � of 6063-T6 aluminum with powder coat ^ � <br /> over flashing horiz. leg � � � finish. � W � <br /> J�• 1/4" EPDM gasket � � <br /> o —��_� manufacturer's std. mounting flange a — � <br /> �� � <br /> � (4) SS fasteners per Structural � Q Q <br /> pre-finished sheet metal vent _____________ Engineer <br /> � hood w/grated screen - v.i.f. a J Z <br /> all dimensions J � <br /> ��� � neoprene gasketed conc. verify cables by ultrasound prior to drilling J � <br /> fasteners @ 24" o.c. typ. � W <br /> ~= I nstall over and attach to ___ �1� <br /> > face of curb (3) sides. ------ -- � � �+ . <br /> �___----- - <br /> exist'g conc. PT slab � exist'g conc. curb Q � Q <br /> exist'g conc. foundation wall --------- — -- 1/4" EPDM gasket w <br /> manufacturer's std. mounting flange � <br /> remove & dispose of (e) � � Q <br /> wire mesh screen @ top of <br /> v.i.f. exhaust vent (4) SS fasteners per structural �1� <br /> �_____________ engineer see PT edge per _ � V <br /> e � <br /> � � <br /> a <br /> GARAGE EXHAUST VENT HOOD (� � N <br /> SCALE: 3/4" = 1'-0" � a <br /> , __________ TYP. GUARDRAIL ASSY @ PT SLAB EDGE W <br /> --. fleece flash g boots @ �_____________ 5 � <br /> all outside & inside SCALE: 3° = 1�-o�� a <br /> NOTES: corners - form as req'd <br /> for end dam <br /> 1) construct of 9" fleece <br /> 2) field verify all configurations & shading indicates extent <br /> dimensions of waterproof coating TYP. G UARD RAI L ASSY @ CONC. WALL <br /> 5 s e t i n s e al ant, fleece ta e & inte rate manufacturers elastomeric nosing permit 12/15/16 <br /> w% waterproof coating and base wa l�l . ������ ���� s c a,�E: 3° = i�-o�� m a t e r i a l d r a w n <br /> f leece f las hing � fluid applied min. 3/4" deep p e r f o r a t e d f l a n g e s e n c a p s u l a t e d c h e c k e d <br /> � injected sealant band and corner � in nosing material revise d <br /> F bea d a long si de o f D S M as s hown � � , hig h-movemen t dou b le barrier <br /> . <br /> � ° , - both sides (silicon su p plied b y �, �� h eat-weldable santo prene sealin g <br /> �y o EMSEAL) � � ;; � o gland <br /> �"'�� D ; � p <br /> .� �j� � �_ M o o ° o D ° p grind and prep (e) PT sfab. <br /> 3� Verify cable location by ultra <br /> . -- � o0 0 0 <br /> � + : <br /> o sound prior to removal of <br /> .�� � o � 0 p _ p � tOpp'g slab <br /> , � o p o , <br /> �i, p - watertight factory applied grade expansion o clean out debris in expansion <br /> `•� � � � o o silicone bellows 1 j <br /> 00 0 o�nt varies oint <br /> ►� � � �� <br /> � ,,,.- o � oo epoxy adhesive both sides <br /> � . �'��.�". . . . — �D. .� .p. O�OQ . D <br /> ` <br /> � � o0o impregenated expanding foam <br /> p ° ng sbs and shock/sound <br /> 0o m <br /> anc or� te EXPANSION JOINT @ PT SLAB <br /> � <br /> > , �`� � o � �� � � o ��� a tenuati g a e Q �� <br /> � � � � � o°o° D t ' ffl <br /> _ V <br /> 0 <br /> � �� _ �.� � � �� � �� �� � ,,�"�". ° SCALE: 6" = 1' 0° <br /> � � � � °� � ������ � �-� �����"�`�� � � � �� � �°� � clean & prep all (e) surfaces � <br /> � � <br /> � ,,,. <br /> �� � � � _ <br /> �`� � �� ��° <br /> �w- s,,;,� . <br /> �v.�..�*'rc`5�f . <br /> s� <br /> varies <br /> ■ <br /> EXPANSION JOINT @ CONC. WALL <br /> PT SLAB TO CORNER BOOT <br /> SCALE: 6�� - 1�-0�� 9 Note: Any conflicts between information on these <br /> 1 Q drawings and the Drawings titled "WeSt M111 P11Ce PLAZA DETAILS <br /> SCALE: 3�� - 1�-0�� Apts - Phase II" these drawings shall prevail. <br />