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(�� RAIN LEADER
<br /> DIA. + 4" �
<br /> BEVELED WOOD CAP
<br /> I
<br /> PREFINISHED METAL FASCIA � � � � �
<br /> ! x RQOF LINE BEYOND I�I
<br /> � �� i
<br /> � �a f 7 :;:, '��
<br /> N - - - - - - - - — �� �
<br /> TOP OF PANEL �
<br /> �r PER ELEVATIONS �� �:
<br /> � -�= �� �.��'`
<br /> PREFINISHED MEI-AL SCUPPER � 0 .
<br /> . � � •
<br /> PREFINISHED METAL FASCIA W/ _
<br /> FLASHING CLEAT & CLQSURE
<br /> ' 2X TOP PLATE PER STRUCTURAL
<br /> O A : " • '
<br /> WRAP ROOFING OVER PARAPET 2�= 2» 12503 Bel-Red Road, Suite 101
<br /> 6"9� PVC RAIN LEADER OR
<br /> —CONC TILT-UP WALL PANEL PER PLAN
<br /> Believue, WA 98005
<br /> PARAP ET p 425 646 1818 f 425 646 4141
<br /> 2 R40F SCUPPER ELEVATION
<br /> . SCALE: 1-1/2" = 1'-0" `" SCALE: 1-1/2° = 1'-0" o" RWL
<br /> TOP OF PANEL BEYOND ----SELF FLASHING, ACRYLIC ROOF70P MECHANICAL UNIT
<br /> TRIPLE-DOM� SKYLIGHT
<br /> , EXTEND SCUPPER ONTO PANEL EXTEND RQOFING OVER CURB � EXTEND ROOFING OVER CURB
<br /> OPENING INSULATION
<br /> �, � � ( — ROOFING QN RIGID INSUL � CONTINUQUS RIGID INSULATIQN - � INSUlATION ��D�� OOD GA TLA
<br /> o � OVERFLOW �IP R-5 MIN �, R-5 CONT. RIGID INSULATION �
<br /> I PREFINISHED METAL SCUPPER z x�. —2X WOOD CURB z � 2X WOOD CURB D � M E L � P � � � �'
<br /> � f �,. ,� PRESSURE TREATED SHIMS �
<br /> � � ��r:i %t d . n 8" z � � TPO ROOFING ON RIGID � �
<br /> `'� �;���;�`,'�' �• , :' . � � INSUTATION ON ROOF DECK � �,< TPO ROOFING ON RIGID PO $QX 3 S 13, BELLEVUE, WA 98009
<br /> , i� ��,�s� _¢,___._4: � �, ,, � INSULATION QN RpOF DECK
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<br /> t��.. � . • • . �----- -- T.O. DECK �_ �', �������,�;� ' �` �.
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<br /> = ' • �� 4X WOOD BLOCKING ��� "�`i 4X WOOD BLOCKING
<br /> ' .. ' °.•' RAIN LEADER �� i;
<br /> ' .a. ' �= ;�
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<br /> ROOF SCUPPER TYPIGAL SKYLIGHT CURB
<br /> SCALE: 1-1/2° = 1'-4" � SCALE: 1-1/2° = 1'-0" TPO - INS 3
<br /> 10 ROQFTOP MEGH UNIT CURB
<br /> SCALE: 1-1�2" = 1'-0" TPO - INS
<br /> 17 „
<br /> A8.1 S�M R' 3�� PANEL RECESS DIMENSION
<br /> 22 13
<br /> �
<br /> A8.1 A8.1 SEALANT AND BACKER ROD, '•LJ
<br /> R��LNTAL FEATURE TYPICAL BOTH SIDES. � � . . � '� PA E�REC ESS A HERE OCCOURS
<br /> CQNC TILT-UP PANEL
<br /> ' = � ✓�
<br /> CONC TILT-UP PANEL
<br /> DEPTH OF SEALANT AND d � �f
<br /> BACKER RODS SHALL BE ' � ' I �' � �;, � �
<br /> ��. � �
<br /> 4 . ' ' Q : ��
<br /> SUFFICIENT TO PROVIDE • , . �
<br /> EXTERIOR WALL AIR � . � � I - DIMENSION TO TOP AND BOTTOM � LINE OF HORIZONTAL REVEAL ; y�
<br /> R E V E A L W H E R E $H O W N O N � O R P A N E L R E C E S S W H E R E <
<br /> B A R R I E R P E R W S E C. � � � - OF REVEAI AT SECTIONS OCCURS � SEALANT AND BACKER ROD,
<br /> ALUMINUM WINDQW SYSTEM �ELEVATIONS, 5EE Dk7 14/A8.1 • 4. � � } � � �
<br /> � . EXTERIOR FACE. D�PTH OF
<br /> � �� '� `� SEALANT AND BACKER ROD
<br /> ' 4 � � I `�' �- � s� SHALL BE SUFFICIENT TO
<br /> � � � - -�; T
<br /> 14 15 SMALL REVEAL OR PANEL � ^ 1� � � PROVIDE EXTERIOR WALL AIR
<br /> A8.1 A8.1 JOINT WHERE SHOWN ON '� �. I i BARRIER PER WSEC.
<br /> STRUCT DWGS � u� �-v'`�`� RI � . � � � CONC TILT-UP WALL PANEL 1/2° 1/2" �
<br /> EQ 1/2" CHAMFER � 3/4" 3/4-" 3/4" 3/4" a
<br /> PANEL JOINT, SEE DET 15/A8.1
<br /> q PARTIAL PANEL ELEVATION OUTSIDE PANEL CaRNER ,
<br /> 13 �PICAL HORIZONTAL REVEAL TYPICAL VERTICAL REVEAL TYPICAL PANEL JOINT
<br /> � I SCALE: 3/4" = 1'-0" 12 _ ,
<br /> SCALE: 1-1/2" - 1'-0" SCALE: 3" = 1'-0" 3�4 � � SCALE: 3" = 1'-0° 3�4„ � " SCALE: 3" = 1'-0" 3�4�,
<br /> � � �� _ --- -I- - � INTERIOR WA�L � � _ _� —� -1/4" STEEL PLATE WEL.DED TO � . . 08�15/17 PERMIT REVISfONS
<br /> CONC TILT-UP WALL PANEL I � �-- - - a CONC TILT-UP WALL PANEL �6 SEE ASKs CONSTRUCTION COORDINATION
<br /> � � (� � - -'} � , GONC TILT-UP WALL PANEL r-- R`� � � .r-- , _ � � �) a . Q 6„x6"X 1/4" STEEL PLATE
<br /> i I �--- - - -�- - � � � _ � a a INTERIOR WALL
<br /> 5 08/01/17 CITY COMMENTS
<br /> . � � -�- - - _.1 _ � I � � ._ - - �
<br /> ( �� _ � � I '- - - --� a 6�� 6" 4 VARIES TENANT REVfSIONS
<br /> _ � - � �� DRIP I TRACK SUPPORT � � ( � _ � Q
<br /> � 3 07/20/2017 PLANNING COMMENTS
<br /> ) �, ► � �--- — — � � a
<br /> � � _ _ = �_=-� `� � �� � _ ,
<br /> � _ _ _ T _] SEE A4,1 FOR REVEAL LOCATIONS � ( � -� C
<br /> � � � ---� � � _ 2 05/09/2017 PERMIT
<br /> � J 24 GA GALVANIZED STEEL DRIP � d-
<br /> ( L(�_���_ --� � 1 04/10/2017 TENANT REVfEW
<br /> DOOR TRACK _ _ _ - FLASHING SURFACE APPLIED IN
<br /> y1 � O O O BED OF MASTIC - PAINT TQ ISSUE N0. DATE irFM
<br /> CONTINUOUS SEALANT BOTH ,� MATCN CONC (AT HEAD ONLY)
<br /> SIDES � CHAMFER � —
<br /> AL WINDQW SYST�M FORMEQ DRIP STEEL DOOR FRAME
<br /> s � � � a � e
<br /> -GALVANIZE6 STEE� CLEVIS TOP
<br /> STEEL DOOR AND BOTTOM WfTH 1/2"
<br /> GALVANIZED STEEL ROD D I C�I l���
<br /> � � TYPICAL WINDQW HEAD, JAMB SIMILAR OUERHEAD DOOR HEAD STEEL DO�R HEAD AND JAM� y
<br /> sign�ed by
<br /> SCALE: 3" - 1'-0" � SCALE: 3" - 1'-0" � � SCALE: 3" = 1'-D° MC18x42.7 FRAME '
<br /> �� 4 REGISTERED
<br /> ARGHITECT R�n d y �row n
<br /> 1-1/2" STEEL DECK-SLOPE C� Da��:
<br /> � CONC TILT-UP WALL PANEL - MEfAL FRAME BEYQND 1/4 PER FOOT �I'�"""-------' '
<br /> `� �- RAN ALL LEE BROWN
<br /> .
<br /> i AL WINDOW SYSTEM � CONTINUOUS LEDGE ANGLE STATE OF WASHINGTON 2O� 7.09.2�
<br /> I �
<br /> TRACK SUPPORT DOOR PER DOOR SCHEDULE 2.5x2x.1875
<br /> I �� � METAL THRESHOLD SEl- IN �������� � O.L�.�.:�7
<br /> I� - - - - - - - CONTINUOUS SEALANT BOTH � SEALANT 3 - -
<br /> � _ _ - ��
<br /> - - T ` � � DQOR TRACK SL�pE 6 CONCRETE WALK, WHERE ___..__ ._. ° PROVIDE 7" SQUARE OPENING -Ol �QO�
<br /> � SIDES
<br /> I ��I � � ' ) � �. �3 SEE A4.1 FOR REVEAL �OCATIONS � WEATHER SEAL d a . EXISTING, SEE SITE PLAN ��; THROUGH WALL PANEL FOR
<br /> I - �- - � .
<br /> I ( � 4 a � ° ° ° a a a. ` � CONTINUATION OF CHANNEL
<br /> � � _ � --j- - --� �- a _ ' � GUTl-ER . . - � ..
<br /> I � �� �. SLOPE SILL TO CHAMFER / � �
<br /> � I � - - -{- - ---� �� STEEL ANGLE PER STRUCTURAL a �� a O o � � � 1
<br /> I � � � CONC TILT-UP WALL PANEL o 0 0 o a o i
<br /> �— - - > 00 0 o O�.p o�o 00 I �
<br /> I I � � � ,ni� ;`l , n i � T JO 8STEE L�CHANNEL WTH STEEL
<br /> --- - , � INTERIOR TENANT IMPROVEMENT � � S�� C� � �� SLAB AND FOOTING, SEE
<br /> WALL Q��%�,/�\�%%���j��j��j������/j� STRUCTURAL ANGLE 2.5x2x.1875 x5" LONG U GJ 63 Fed Ex
<br /> --- OVERHEAD DOOR WELDED TO STEEL CHANNEL •
<br /> MC6x12 CON INU 7301 Hardesor� Road
<br /> 22 TYPICAL WINDOW SILL OVERNEAD DOOR JAMB EXTERIOR DOQ�; THRESH�LD STEEL CANOPY T OIJS GUTTER Everett, WA 98203
<br /> SCALE: 3" = 1'-0" �� SCALE: 3° = 1'-0" 24 SCALE: 1-1/2" = 1'-0" 25 SCALE: 1-1 2" - 1'-0"
<br /> _ � -
<br /> T METAL FRAME BEYOND
<br /> '� AL ENTRANCE DOOR i CONCREfE PANEL BEYOND � � ' • �
<br /> �
<br /> � AL WINDOW SYSTEM
<br /> 0
<br /> � m WINDOW FRAME SET IN SEALANT
<br /> RE�E,ase FOR: PERMIT
<br /> ,
<br /> T�T�E: EXTERIOR DEfAILS �
<br /> ` � SL_ �PE CONCRETE WALK (SEE GIVIL) . . . . . . . . .
<br /> � �
<br /> �
<br /> x
<br /> � N SWEEP � 4 4 Q v
<br /> a DESIGNED BY: DRAWN BY:
<br /> / \ AL THRESHOLD SET IN MASTIC a o0 00� o0 00 00
<br /> _ o 00 0 00 0 0�o a0
<br /> ', �i ��C��i i C�
<br /> REVIEWED BY: APPROVED 8Y:
<br /> ASPHALT IMPREGNATED J�INT \ \ \`\ SLAB AND FOOTING SEE DATE: Q8 27 16
<br /> � e�! � '. ° �\����\�.��%���\��\����f ( / Q .
<br /> w . FILLER � � �� �\�,�\ STRUCTURAL) sHEEr No: P1tJ. �
<br /> , . . � .
<br /> , �
<br /> �
<br /> PRo�Ecr No: 201205.01.1 1
<br /> j 2� TYPICAL AL ENTRAN�E SILL r�-7 WINDOW SI�L AT GRADE �
<br /> � SCALE: 3" = 1'-0" L / , e i
<br /> SCALE; 1-1/2' = 1'-0"
<br /> �
<br /> OO 2097 SYfiI`�HESmS�LLC
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