3927 RUCKER AVE 2018 Plans 2022-12-02

'. ; �� � . %�� .. r � �� I� �� 8 7 6 5 ' 4 3 2 � Coping-pn-3 Coping-pn-1 � scupper scupper /` ROOF - - o - - - - - - - - - - - - - - - - .� - -_ - - - - - -48' - 5,� � � � - -- -�� - - - - � vert joints- � � 0 � Sign pn- 12 � � � pn-15 M � i _ �1�� _ _ �� `�� _ N � y O d � fire � j � � 5ill- � � I i i i J o , i U i I (V � I � � il � ( I � i i I i �l � � � II � ii ii i I � ' i i I I Ij i I � � ! I i : I I � I j I � I i i i i '; - I I I i i i i i i i I LEVEL 3 - - - - - - - - - - - -� - - - - - - - - - - - - - - � �� - � - 33 0 �� � _ �� J�.�� pn-15 .�� GUNDERSON - � � , , , , � � � Canopy-pn-5 � i �� B V 1 L D 1 N � � i � � _ I i � � I �� � - -- -, � Bus Stop-pn-7 pn 14 � � R E C LA D i i � I ; I � I i I � i � I I � � � � ! �i i � i i ( I i i � i � '�I I I I � i i � I J � - I i � ; i I i � I � � � j i I � i i i i i i l i � _-� - � LEVEL 2 ' 18' - 0" � — — � _ _�� _� � _ �_ _ _ _ — ; — _ _ � _ � — _ — _ _ _� � �_ _ _===—_—_�� ' -��—_— , � = � �_=_= —�� __��--�_, =!-�-�-_=_=�_—_�� _��- 3927 Rucker Ave, Everett, Wa — — — � �� ,-�— — — =� ; �� — — — — — —� — —� , ;— ; , ,— '—� —� � �_ � — — — _ — -� � �- � ��— — — — — — — —� � — � —I � — — — — — — — — — — I, � —I — - i— — — — � — — — —� ; — — — — — — — — — _� I ,— — — — � � — —� — I !� _ — — —i ! — � � I � _ — I —� _ i— — — —I — — I I — — � � — — — I I _� — — +-- , �, _—� i —_— � � �—�— — - i —, I ;� � �; � — ;��!;�—_--- � = I I—_-{-I�� — --_ -- i -�- — � '— ; —�— — — — — — — —� � !— _ , — — — — — � (— — — Recladding-pn-9� — — ' i— �— — — ,— — — — — — — —� — — �— — — — — I — — i— � — — — — — — — — — — — — — — — — — � i !— - � i_ — — i— — — — — � i I — — — — — — — — — — ,— � — — — — — — ; ,—� � — —_—� — —_ i � — I I—I I I— — — � i— � I—= � �—_ —_ — —�— —_ -- — — — — — — �— — — — —' i I— — — — — — — — — I �—� — — — — — — — — — — — — — _ — — — — — — — I — — — — I— — — —� —I � �— — — � — — — — — — � �—I — — �— — — — � — — — — ( =� — - — — — — — — — � — � — — — — — — — — � — — — -� — — — — — — � — — — — — — — — — �� _ _ -- _ — — — i= � _ _ — — _ _ — _ � — - — — _ — — -- — —1 —, �_ — iC— — — — — � �— � — — � — — — — — — — — — — — —� — — — — — — — — — — — — i � — — — — — , � �� — _ —� -- = = � — -- — _ �'i — i — _ � _ — _ _ — — i =� I - — — _ � — — — — — — � -- — � � �� II — i — — — — — — � — — — — — — — — � — — — � — — — — — — � — — —� —� — — — — — — — _—� � ——�— � — — — —_ — � ,; — — ,—,_� — ——� — —_ _i — — — — — — � � �_ — — _ — —� � — _ — — _ , � — _' — — — _ � � — — I — , � — -- � I , — — — — — — — — � — � — — — — - � I - - -� I - - � _ I -I - I - I - i- _ _ � _ I . � - � � �- � I - - -� - - - - -- -� � I - � - - - - - - - � - - - � . — — -- — , — — �— � — _ — — _ — — — — — — � _ — — ; — i !— — — — —i I � I i �— — — — — — — � — — — — — — — , � � I— ( �—� — — — — — — �-- � — �— — — — — — — �� _ _ _ � —' -- — — � -- — — — —! , — I = I ( — — —� — —� I — LEVEL 1 �i � � � � � — �� � �� — � — � � � —� — — — - - -�--�--i -�--�-I �-- �--I-1 - � — _ — �-- —� — i � — _ _ — _ — — — — _ _ — — — '— — — — � — �— ! � — � � — — — — — — — — �— — — — — — — — � — — — — �— —� — � I — — I— — � � _ � I =-- — - � — — — — � �— � __ — — I — � — — — — — — — — — — — — — — — �— — � � � j = — _ — — — — — — _ _ ! — — — — — — — — — I— — _ � — — — I= �_ _ — =) I — I — — _ � —� — � �— — — — — — � — �— — — � — — — — � — — — — C — — � — —; � —� — i I I I I 1=1 I 1=1 I I—I I 1=1 I I I I I—I I I—I I 1=1 I I I I 1=1 I 1=! I 1=1 I 1=1 I I I I 1=1 I I—I I I—I I I—I I 1=1 I I—! I I—I I 1=1 I I—I I I I I 1=1 I I—I I I I I I I I I—I I I I I I I I I I I I I I I—� i I I I I—I I I—I I i I I I I I I � I I I I I I I I I I I—I I I I I I I I I—I I I i I I I I I I I I I I I I I I I I I I I I—I 04 25 18 EAST ELEVATION For Construction 2 1/8" = 1'-0" �� RE��1'ERE[� . � €� �I��C:T ' � � � �� �. r . . . � � �� f �` 1 ' \^ RAL�'�I '�i. ,�LLEN ��'�4�� C��' 'V��I�I�lta1`�i� *PROJECT NOTES-pn i BASIC WORK-EIFS CLADDING � ------_._- __.w ' -"-�- A. Remove existing cladding (including stone plinths 1. Remove existing coping-install new coping and snap lock ��-�- as several locations around the building.)and flashing per detail-typical at all sides of the building unless noted � � ; sheathing to expose existing framing and 6"batt otherwise A� /�17 64 89 V 5 D 1 �C7 EV ' C � � insulation. 2. Area of reduced ara et hei ht 5"a roximate clr ht a I new � - B =' � B. Install new 5/8"Dens Glas Gold sheathing and coping per detailp p g ( pp ) pP y � I, ��' -� ._ A . ,�_ ,{ � ; approved wet applied wrb materials{same as at 3. Existing coping at entry curtain wall glazing to remain-tie to new rev-1 -date- topic addendum 1 -05 09 18 I1 � ; � ' ��'�� `� � �'-�-� ��,f� � �� eifs) coping perdetail I Coping-pn-1 ; Scupper and service strike 4� � . , "� � � �� "� C. Install new AEP Span Select Seam standing seam 4. Low roof beyond-prep and install new roof overlay-material to rev-2 - date- topic , . 1 � il,� , {� metal panel cladding-assume 20"wide panels, match existing system-verify carlisle epdm with decorative f � scupper scupper � D', � � ; centered-run continuous across all contiguous ballast, coping and associated wall flashings per details , R��F i � ' a window recesses. 5. Existin ent canopy beyond-basic scope-remove existing rev-3- date- topic - - _ - -- - - � - - - ,_ - - —�- - - - - - - � � � 9 ry � 7 /� - - T— ' � �— � —� o � 48� - 5�� ._ B: � ! ,�� D. Install new Dryvit Outsulation MD system in Kalwall and store for re-use.As necessary to install the new iJ / / / /� ` �` � ``-�,; ; 3 t thicknesses noted on the drawings- work-Cut and remove 1 ex isting sloped frame against the rev-4-date- topic _�Sign pn�12 i � � �� { 4� • R e f e r t o D r y v i t d e t a i l s O P M D 0,0,0 1,0 2 e x t e ri o r w a l l-R e-a s s e m b l e a n d r e i n s t a l l f o l l o w i n g c l a d d i n g w o r k. — � �� _ _ _ _� � pn-15 ! � �.�° and 06/A3-02 for typical manufacturer's Substitute new AEP span Select seam narrow batten roofing rev-5 -date-topic 1 � i l e� `� � � �� ti , � details panels for existing corrugated metal roofing panels r-- , �, ''• • assume two finish colors- 6. New sloped sill-AEP Span flush metal or Select Seam Narrow I �� I � T - - - i W�3 , rev-6 - tlate- to ic i ; i i , 7 I Install precast concrete accent panels at Batten panels-carry tight to exterior wall(with windows)tuck P � i � � 1 � � i the three building entrances as indicated. below existing window sill flashing-extend as necessary. Carry i � � � �� i projected sill across intermediate columns at contiguous recessed I MRI-pn-�13 Z window conditions-Continuous head flashing at the top of ��, � � � � i i � � � � , i ; � � / / � o BASIC RECLADDING WORK contiguous window recesses placed at intersection of soffit and � _ 1�;�1 _�/� _ � � 1/4�� = 1�-0�� furthest exterior wall. Typical at all recessed window locations. i Q c�n L 33EL0�� 7. Existing bus stop-temporarily remove exisiting railing-reinstall � Z � following completion of the work in that area. Coordinate with , � Sill- M - � Community Transit. - ' � N � � 8. Excavate along builidng-6-12"down 8"min from bldg- place , � �: � pn-15 J � "EIFS"NOTE retaining mtls per detail,drain pipe and drain rock to maintain w z separation from bottom of cladding to grade.Tie to existing . � W�2 W � footing drain-Alternately provide 12"diameter drywell 2'deep in ; , � � Use of the EIFS label on these drawings relates directly to the landscaping. Det 02/A3-01.b ; s ecified D it s stem:Outsulation Plus MD S stem. The details � ! ; � ! � v p m' y Y a. Minor adjustment of existing grade at building to create i : - contained on sheets A3-02,A3-03 and A3-04 are the manufacturer's � ' � � � ; N drainage swale at area indicated to the south side of the Bus Stop- pn-7 , � � pn-14 I � i standard details for a wide range of conditions that exist at the building. � ' ! � ' ; ; � ' � i ,, � ; � `� I � Gunderson building. These details illustrate the typical application 9. Typical recladdin work below existing curtain wall element. , , ; : I 1 I , I i � ! � � , LEVEL 2 and installation requirements for the specified product. Other project 10. i coo ' es a ensi ' to r ' pera'onal _ � _ _ _ � _ _ _ _ _ - _ - —� - - - - —1— � �� specific details or scope notes that may conflict with the requirements during all constructio activities, lash existing sheet me cover 1$ - 0 of these standard details will be brou ht to the attention of the _ � � g with new sheet metal flashing per detail 04/A3-01 b � I � Architect for clarification and resolution. 11. Temporarily remove exisitng canvas canopy at 1st flr East si e- _� _ _ _ � � � �� g Reinstall at completion of work ' J � 12 Sign Location-confirm location of mounting points for the i — i— —_— —__� —I I — � ; I I � I I Q Z existing sign to be reinstalled-coordinate with owner. Trea I � I— i I— — �� E I F�S N O T E � m ou n t i n g p o i n t s i n c o n f o r m a n c e w i t h D r y v i t d e t a i l s. _�— --- i -- — — W � �/4 1 � 13. Own t onfirm e �ment s" e d rou ening r � ed for . , , I�_=—_ =I - __ ceme . Ver t wall g is fr to this _ _ _ _ — + — _ �I' i ( _ ! _ � J ? ! critena, and modify as required to conform if not.This minimally E L EVAT I O N S i I—_ —__—�_—i=—_�-__—_ — —_��—I i!1�—' — ; � �-- — � z requires a hea d trac k a t t he top an d dou b le s tu ds a t t he�am bs o f B L D G — � �— — — � ' � � O the required opernng. — — — — — — � � — — — — i I ' —�— I— — ;� v 14. Continuous metal flashmg at transition from 4"to 2"rigid I� _ _ _ j — — — i — — I— ` —i I —_—I — I—_ __ � insulation aligned with the bottom sill condition of the first floor _ —I — I _u�� _ � I =u_�_�� I_ � — � — �_I� — �—�� — i , LEVEL 1 windows.Typical-refer to detail A3-01a —{- — � — — — — + — � — = f I _ _ _ _ _ _ _ _, _ � , I , O„ 15 Contino eal ali�la ith the ashing 'ions at ! � o reces o i the 2n n rd floo e detail 0 : 1 a -- I-- — — I — � � ' — — — —) — ' ' ! � '-=-' I �� 16. Paint concrete sidewalls and rails at level landmg to existing I I — —�, i , � i =-- garage and the curved connecting stair. � ' — I — _�_ �—i — � — — — � —= � ; — -- — � — 17. P mt all exten r hollow met I doors in are s of new EIFS to tch ne colors i al � SOUTH ELEVATION � *Project notes are referenced from multiple drawings in this EVO LUTI O N �� ' 1/8 = - rawing se. ARCHITECTURE - INC 6264 ELLIS AVE S Seattle, Washington, ph 206 588 info@evolutionarchitectu re.net