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; _ .
<br /> DOOR AND FRAME SCHEDULE NON-STRUCTURAL METAL FRAMING NOTES �� � . .��� � -�-�
<br /> DOOR FRAME DQOR AND FRAME GENERAL NOTES AND LIMITING HEIGHTS '2 � .
<br /> SIZE DETAIL FIRE HARDWARE � �
<br /> NUMBER ROOM WIDTH HT THICK TYPE MAT. FIN. TYPE MAT. FIN. HEAD JAMB SILL LABEL GROUP NOTES 1. UNDERCUT THE BOTTOMS OF DOORS TO CLEAR THE TOP OF FINISHED FLOOR, BY 1/4" INCH PARTITION TYPES INDICATED IN THE CONSTRUCTION DOCUMENTS SHALL COMPLY WITH THE N
<br /> 100 WAITING (2)3'-0" 7'-0" 'I 3/q" - - - - - - - - - -- B (E) RELOCATED DOOR& FRAME. REPLACE HW AS REQUIRED MAXIMUM, U.N.O. VERIFY SLAB CONDITIONS AND TRIM EACH DOOR TO FIT CONDITION. WHERE FOLLOWING CRITERIA FOR NON-STRUCTURAL INTERIOR METAL FRAMING PARTITION SYSTEMS;
<br /> 101 RECEPTION 3'-0" 7'-0" 'I 3/q" F WD B/S 1 WD B/S B/S B/S B/S -- A(E) RE-USE EXISTING DOOR RADICAL VARIATIONS IN FLOOR LEVEL EXIST, DOORS SHALL BE ORDERED WITH BOTTOM STILE
<br /> 102 CONFERENCE 3'-0" 7'-0" 1 3/q�� FG WD B/S 1 WD B/S B/S B/S B/S -- A ADD FULL GLASS RELITE TO EXISTING DOOR SIZED TO ACCOMMODATE THESE UNDERCUT CONDITIONS. A. ALL NON-STRUCTURAL STUDS SHALL COMPLY WITH THE MINIMUM GAUGE AND MILS Nelco Architecture, II1C.
<br /> 103 CONFERENCE 3'-0" 7'-0" 1 3/4" FG WD B/S 1 WD B/S B/S B/S B/S -- A ADD FULL GLASS RELITE TO EXISTING DOOR THICKNESS LISTED IN THE CHARTS PROVIDED BELOW;
<br /> 2, CAULK THE JOINT BETWEEN THE FRAME AND WALL, ALL SIDES, WITH PAINTABLE WHITE LATEX - CONTRACTOR SHALL FIELD VERIFY FRAMING HEIGHTS OF EXISTING STRUCTURES a licensed affiliate of Nelson Worldwide, II1C.
<br /> 110 OFFICE 3'-0" 7"-0" 1 3/4" F WD B/S 2 WD B/S B/S B/S B/S -- A(E) RE-USE EXISTING DOOR& RELITE ASSEMBLY CAULK. PRIOR TO ORDERING MATERIALS.
<br /> 119 STORAGE 3'-0" 7'-0" 1 3/" F WD B/S 1 WD B/S B/S B/S B/S -- C ADD STORAGE LOCKSET TO EXISTING DOOR -SUBSTITUTIONS: CONTRACTOR SHALL SUBMIT SUBSTITUTIONS FOR ARCHITECT'S
<br /> 3. CONTRACTOR SHALL REVIEW KEYING WITH TENANT PRIOR TO FITTING CYLINDERS. KEY APPROVAL PRIOR TO ORDERING MATERIAL OR PROCEEDING WITH
<br /> SEE PLAN FOR DIMENSION CYLINDERS TO TENANT MASTER. CONSTRUCTION OF PARTITIONS.
<br /> b" 6" 1O .�—.�' HARDWARE TYPES: 4. AT EXISTING DOORS TO REMAIN OR TO BE REUSED, PATCH/FILL DIVOTS, HOLES, CRACKS, B. NON-STRUCTURAL METAL FRAMING LIMITING HEIGHTS ARE BASED ON BUILDINGS WHERE 1200 Fifth Avenue
<br /> TYPE A - B/S PASSAGE SET- SINGLE DOOR SCRATCHES, GOUGES, ETC. PRIOR TO PRIMING/PAINTING/REFINISHING. CONTRACTOR TO THE HEIGHT FROM FLOOR LEVEL TO THE STRUCTURAL SYSTEMS MAY BE ONE OR MORE Seattle, WA 98101
<br /> � LATCHSET COORDINATE THE REUSE OF EXISTING DOORS, FRAMES, AND HARDWARE AND TO IDENTIFY OF THE FOLLOWING CONDITIONS: Phone: (2Q6)408-8500
<br /> � � � � � FLOOR STOP RELOCATIONS ON THE DOOR SUBMITTAL. - FLOOR SLAB TO ROOF DECK OF SINGLE STORY BUILDINGS: TYPICAL FRAMING
<br /> TYPE B - B/S STOREFRONT DOUBLE DOOR W/CLOSER, Fax: (206)223-4990
<br /> � \ / \ / HEIGHT FOR OFFICE/WAREHOUSE/DISTRIBUTION FACILITIES: 24 TO 40.
<br /> � STOREFRONT LOCKSET&PANIC HARDWARE 5. ALL NEW DOOR HARDWARE TO MATCH EXISTING MANUFACTURER, STYLE &FINISH. CONTRACTOR - MULTI-STORY: STRUCTURAL FLOOR SLAB TO UNDERSIDE OF STRUCTURAL SLAB OF
<br /> �� X � X TYPE C - B/S STORAGE LOCKSEi� TO FIELD VERIFY EXISTING HARDWARE. THE FLOOR OR ROOF DECK ABOVE.
<br /> � / \ / \
<br /> / - ABBREVIATIONS: LIMITING HEIGHTS PROVIDED IN THESE CONSTRUCTION DOCUMENTS ARE REFERENCED
<br /> � � � � � FROM THE SSMA PRODUCT TECHNICAL GUIDE'S "INTERIOR WALL HEIGHT TABLES" FOR
<br /> / WD = SOLID CORE WOOD ASSEMBLIES INCLUDED IN THE PROJECT SCOPE. INCREASE METAL STUD GAUGE AND/OR
<br /> B/S = BUILDING STANDARD DECREASE METAL STUD O.C. SPACING SO AS NOT TO EXCEED L/240 DESIGN CRITERIA(PER
<br /> E = EXISTING 2012 IBC TABLE 1604.3) WITH 5 PSF LATERAL LOAD (PER 2012 IBC SECTION 1607.14). REFER
<br /> DOOR TYPE F DOOR TYPE FG FRAME TYPE 1 FRAME TYPE 2
<br /> TO SSMA PRODUCT TECHNICAL GUIDE'S "TABLE NOTES" FOR COMPLETE PROPERTY CRITERIA
<br /> B/S FLUSH SINGLE FLUSH WITH FULL GLASS B/S WOOD FRAME B/S WOOD FRAME EXISTING STRUCTURAL DECK ASSOCIATED WITH LIMITING HEIGHTS.
<br /> WOOD DOOR (MODIFIED EXISTING DOOR) W/SIDELIGHT 3" SOUND ENCAPSULATED ATTENUATION - FOR COMPOSITE WALL HEIGHTS REFER TO THE " COMPOSITE NON-STRUCTURAL
<br /> ��� r �� 5 v'� �.. a�� ��F t ��t�K �"}����".,�,� :.
<br /> � �'���� ,��� �. 4 ' � � BLANKET, REQ'D 2' -0" BEYOND BOTH METAL FRAMING (STUD) LIMITING HEIGHT CHART °
<br /> � EXISTING � ��' "°� = SIDES OF PARTITION @ ACOUSTICAL - FOR NON-COMPOSITE - FULLY BRACED WALL HEIGHTS AS WELL AS WALLS WITH
<br /> STRUCTURE 24" 24" PARTITION BRACING AT 48" O.C. REFER TO THE " NON-COMPOSITE NON-STRUCTURAL
<br /> METAL C�IP EXISTING STRUCTURAL DECK BRACE TO DECK ABOVE @ CORNERS, DOOR METAL FRAMING (STUD) LIMITING HEIGHT CHART "
<br /> \ JAMBS AND AS REQ'D(4' - 0" MAX) @ TYPE
<br /> METAL STUDS STAGGERED @ BRACE TO DECK ABOVE @ CORNERS, DOOR 2 PARTITION C. PROVIDE LATERAL BRACING OF METAL STUDS TO STRUCTURE AS REQUIRED BY THESE
<br /> 8'-0" O.C. FOR ALL UNBRACED JAMBS AND AS REQ'D (4' -0" MAX) @ TYPE SUSPENDED CLG. TEE CONSTRUCTION DOCUMENTS, APPLICABLE BUILDING CODES AND THE A.H.J.
<br /> STRAIGHT RUNS OF WALL 2 PARTITION
<br /> ..
<br /> OVER 12'-0". ATTACH TO � ` ` 1 1/4" NEOPRENE COMPRESSIBLE GASKET
<br /> STRUCTURE ABOVE.
<br /> (CONTINUOUS) BETWEEN STUD TRACK D. CONTRACTOR SHALL PROVIDE DEFLECTION TRACK FOR TOP RUNNERS OF METAL STUD
<br /> AND CLG ADHERE TO TRACK PARTITIONS THAT EXTEND TO UNDERSIDE OF STRUCTURAL DECK WHERE DEFLECTIONS OF
<br /> �� _ IJ LINE OF FINISH CEILING HEIGHT VARIES, � � THE STRUCTURAL ROOFING SYSTEM EXCEED 1/2" WHERE PARTITIONS ARE LOCATED.
<br /> � - -`+ REFER TO RCP FOR DETAILS. REFER TO
<br /> I'• FINISH SCHEDULE FOR CEILING TYPE E. STEEL STUD CODING EXAMPLE UNIVERSAL CODING AS LISTED IN SSMA PR D
<br /> SCHEDULED CEILING TILE &GRID � ` i_' ' '' REFER TO REFLECTED CEILING PLAN � 0 UCT
<br /> (2) #10 SCREWS - i• FOR MTL STUD SPACING REFER TO STUD � , :� TECHNICAL GUIDE) EXAMPLE, "6005162-54": 600 = 6"MEMBER DEPTH, 5 = CSJ (STEEL
<br /> • �'•' SIZE CHART. _ ; METAL EDGE TRIM (200-B) STUD), 162 = 1-5/8" FLANGE WIDTH (1/100 INCH), 54 = CORRESPONDS TO MIL
<br /> LATERAL BRACING TENANT WALLS (NO CASEWORK � THICKNESS INCHES TO CODE SIZE REFERENCE (SEE STUD SIZE COLUMN BELOW):
<br /> ) ; ; FOR MTL STUD SPACING REFER TO STUD „ _ „ _ ,� _ �� _
<br /> 1 LAYER, 5/8" GWB, BOTH SIDES. EXTEND - SIZE CHART." 2 1/Z - (250); 3 SJ8 - (362); 6 - (600); 8 - (800)
<br /> 8' MAX 8' MAX 8' MAX 8' MAX 8' MAX 8' MAX 2' MAX , �_ TO 6" ABOVE FIN. CEILING ' '
<br /> � 1 LAYER, 5/8 GWB, BOTH SIDES.
<br /> ; I SOUND ATTENUATION BLANKET (FULL
<br /> :� ' ! STUD DEPTH), REQ'D @ ACOUSTICAL � SOUND ATTENUATION BLANKET (FULL STUD COMPOSITE NON-STRUCTURAL METAL FRAMING LIMITING HEIGHT CHART
<br /> �( i: PARTITION. ; DEPTH), REQ'D @ ACOUSTICAL PARTITION.
<br /> LATERAL BRACING PER DETAIL ,� � Gauge 25 ga 22 ga 20 ga 20 ga 18 ga 16 ga 14 ga
<br /> NOTES: ABOVE (TYP.) .,� BASE, REFER TO FINISH SCHEDULE BASE, REFER TO FINISH SCHEDULE &mil: 18 mil 27 mil 30 mil 33 mil 43 mil 54 mil 68 mil
<br /> 1. LATERAL BRACING IS TO BE INSTALLED ON TENANT PARTITIONS AT 8 FT. O.C. EXCEPT AT SEALANT AT BOTTOM TRACK @ ACOUSTICAL - FINISH FLOORING, REFER TO FINISH Stud pacing LIMITING HEIGHTS Consultant:
<br /> INTERSECTIONS WITH WALLS AT LEAST 4 FT. LONG. (PER TYP, PART. PLAN) PARTITION SCHEDULE Size O.C. *Note #1
<br /> 2. TEMPORARY ATTACHMENT OF PARTITION TOP TRACK TO THE GRID IS PERMITTED TO �' FINISH FLOORING REFER TO FINISH SCHEDULE ' � NOTE: PROVIDE BRACING AT ALL DOOR
<br /> ALIGN AND SET THE WALL UNTIL PERMANENT BRACING IS PROVIDED. REMOVAL OF THE � � ' Description: No: By: Date:
<br /> TEMPORARY HOLDING SCREWS IS UP TO THE DISCRETION OF THE SPECIFIC LOCAL �������� h � - �..,_ u . JAMBS AND AT UNSUPPORTED LENGTHS OF Z_i�Z„ 24�� 11'-3" 12'-2" 12�-7�� 12�-5�' 13�-6��
<br /> �� � �� �'� �- �� �-. fi �':� - � � WALL AT 12 O.C. MAX. SEALANT @ 16 12-10 13-11 14-5 14-3 14-9 REVIEW SET HF 05/18/18
<br /> �: �� n
<br /> BUILDING OFFICIAL. CONTRACTOR TO VERIFY. ��k�`� ��" ���� � �� " ` �, � ` �•'; 5 „ , „ , „ , „ , „ , „ PERMIT SET HF 05/22/18
<br /> �•�_�.. ,� -�x� -� � <� .'�,���"�� '. �� , 4�`� � BOTTOM TRACK @ ACOUSTICAL PARTITION (2 0) 12 14-2 15-4 15-10 15-8 15-9
<br /> 3. PROVIDE BRACING AT ANY PERMANENTLY PARTITION THAT IS NOT ATTACHED TO 2A NON-RATED; 6" ABOVE CEILING, - 3 5/8" STUDS `� ���; '� ONLY
<br /> CEILING GRID. 2B NON-RATED ACOUSTICAL; 6" ABOVE CEILING W/ INSUL. - 3 5/8" STUDS 1A NON-RATED; U.O. CLG- 3 5/8" STUDS „ 24" 13'-2" 14'-5" 14'-6" 15'-3" 16'-3" 17'-8"
<br /> � PARTITION HEAD BRACING DETAIL 2 PARTITION TYPE 2A & 2B 3 PARTITION TYPE 1A �362� 16�� 15'-2" 16'-6" 16'-'" 1''-5" i$'-o" 19'-'"
<br /> � A9-1 NA
<br /> 12 16'-8" 18'-2" 18'-3" 19'-2" 19'-7" 21'-2"
<br /> _J
<br /> A9-1 1-1/2" = 1'-0" A9-1 1-1/2" = 1'-0"
<br /> � 24" 16'-4" 21'-3" 21'-6" 22'-3" 25'-7" 27'-0" 28'-9"
<br /> oz �� EXISTING STRUCTURAL DECK �600� 16" 20'-1" 24'-4" 24'-7" 25'-6" 28'-3" 30'-0" 32'-0"
<br /> �
<br /> 12" 22'-9" 26'-9" 27'-1" 28'-1" 30'-7" 32'-6" 34'-8"
<br /> J
<br /> z� � — FILL FLUTES W/ SOUND ATTENUATION 24�� 30'-6" 32'-6" 35'-9"
<br /> � '. � � = BLANKET, REQ'D AT ACOUSTICAL&RATED $�� 16" 34'-4" 36'-8" 39'-0'°
<br /> � =� �; PARTITIONS. (800) „ �_ �� _ _
<br /> � ! -- 1Z 37 6 40 0 43 4
<br /> � LINE OF FINISH CEILING HEIGHT VARIES, * NOTES•
<br /> a FOR CAP CONDITION REFER TO ELEVATIONS REFER TO RCP FOR DETAILS. REFER TO
<br /> � 1. COMPOSITE LIMITING HEIGHTS ARE BASED ON A SINGLE LAYER OF
<br /> o FOR DEfAIL KEY REFERNCE (REVEAL CAP) =� ' ' FINISH SCHEDULE FOR CEILING TYPE
<br /> z `�= 5/8" TYPE X GYPSUM BOARD INSTALLED IN THE VERTICAL
<br /> METAL CORNER BEAD ��
<br /> � - ({- FOR MTL STUD SPACING REFER TO STUD ORIENTATION TO BOTH SIDES OF THE WALL OVER FULL HEIGHT
<br /> p - - - CONTINUOUS WOOD BLOCKING �: � i- SIZE CHART. USING MINIMUM N0. 6 TYPE "S" DRYWALL SCREWS SPACED A
<br /> + � i- 1 LAYER, 5/8" GWB, BOTH SIDES. EXTEND MAXIMUM OF 12" OC FOR STUDS AT 24" SPACING, AND 16" OC FOR
<br /> � - � I STUDS AT 16" AND 12" SPACING. 5 PSF (PER 2012 IBC SECTION
<br /> � - 1 LAYER, 5/8" GWB. EACH SIDE; WRAP";OP - TO UNDERSIDE OF STRUCTURAL DECK 1607.14) AND L/240 (PER 2012 IBC TABLE 1604.3).
<br /> � � r � i
<br /> �o o FOR MTL STUD SPACING REFER TO STUD ; I i' SOUND ATTENUATION BLANKET(FULL STUD
<br /> QQ z :. � S I Z E CHART. ', I I� D E P T H), R E Q D@ A C O U S T I C A L P A R T I T I O N. E V E R E� O F F I C E T O W E R
<br /> �
<br /> � z g : 12" X 12" X 1/8" STEEL ANGLE. BOLT TO BASE, REFER TO FINISH SCHEDULE NON-COMPOSITE NON-STRUCTURAL METAL FRAMING LIMITING HEIGHT CHART
<br /> � o o " WALOL AND 6U0 O.OM� @ FREE ENDS OF SEALANT AT BOTTOM TRACK @ ACOUSTICAL Gauge 25 ga 22 ga 20 ga 20 ga 18 ga i�i ga 14 ga 2�22 COLBY AVENUE
<br /> 3 J �. : - ; ! i- PARTITION &mil: 18 mil 27 mil 30 mil 33 mil 43 mil 54 mil 68 mil EVERETT, WA 982�1
<br /> -n ,
<br /> '�' "' � t BASE, BOTH SIDES; REFER TO FINISH `. � � FINISH FLOORING, REFER TO FINISH
<br /> °i � Q - - � Stud acin LIMITIN6 HEIGHTS
<br /> Q F- a SCHEDULE �= SCHEDULE p 9
<br /> o � ` ! Size O.C. *Note#1
<br /> ` ' NOTE: ALL PENETRATION OPENINGS ETC.
<br /> � � , i - , , „ 24" 8'-3"^ 9'-10" 10'-2" 10'-6" 11'-5"
<br /> ,,�� w � � FINISH FLOORING, REFER TO FINISH . I
<br /> ' o " IN PARTITION (ABOVE CLG) ARE TO BE 2"1�2 16 9-7 ^ 11'-3" 11'-7" 12'-0" 13'-0" Building:
<br /> � : .. SCHEDULE - � � FILLED W/INSUL. AND SEALANT(AROUND) (250) �� ��
<br /> i
<br /> � EXISTING FLOOR STRUCTURE _ �� � � � �� � �� � �� � ��
<br /> � p " - i AS REQ'D @ FIRE AND ACOUSTICAL RATED 12 10-6" 12-5 12-9 13-2 14-4
<br /> � ' �
<br /> " RAINIER TITLE OFFICE
<br /> z � � �� ��� � � � ��� � � � , PARTITIONS TO MAINTAIN RATING $�� Z4" 9-3 12-5 13-4 14-0 15-3 16-4 # 17-5 #
<br /> � � �� � � � �� � �� � �� � �� � �� � �� � ��
<br /> � ,��� �:� � ����� ��xn�� � � ,�� � � �� ,,� �,� ° 3-5/ ,� � �� � �� � �� � �� � �� � �� � ��
<br /> � ���� ,������,s �� ��� ��7���� ����.�� ����.,x�t,;���:� }��'.�..���;..�,�„;= 16 11-4 15-0 15-6 16-0 17-5 18-8 # 9-11 #
<br /> ..�'�"�'�m"�, � �3�2� 12" 13'-1" 16'-6" 17'-0" 17'-7" 19'-2" 20'-6"# 1'-11"#
<br /> 0
<br /> � 15A PARTIAL HEIGHT; 3 5/8" STUDS 3B NON-RATED; ACOUSTICAL W/ INSUL. - 3 5/8" STUDS 2722 COLBY AVENUE
<br /> � „ Z4" 17'-6"* 18'-10" ZO'-6" 22'-10" 24'-6" 26'-2"
<br /> 0 4 PARTITION TYPE 15A 6 16�� 21�-6��* 22�-11�� 23�-9�� 26�-1�� Z8�-o�� 30�-0�� EVERETT, WA 98201
<br /> 5 PARTITION TYPE 3B c�oo� „ , „* , „ , „ , „ , „ , „ Project Title&Address:
<br /> � A9-1 1-1/2" = 1'-0" A9-1 1-1/2" = 1'-0"
<br /> 12 24-4 25-2 26-2 28-9 30-10 33-0
<br /> a�
<br /> +—�
<br /> z8�-8�� 3l�-��� 33�-4�� DOOR SCHEDULE & TYPICAL
<br /> ~ $�� 16" 32'-9" 35'-7'" 38'-1"
<br /> � �� � �� � �� � ��
<br /> � EXISTING ALUMINUM , � (800) 12 36-1 39-2 41-11
<br /> � EXISTING MULLION AND GLAZING , STOREFRONT SYSTEM ! WALL SEC;TION DETAILS
<br /> o LARSEN S ARCHITECTURAL
<br /> � SERIES SEMI-RECESSED FIRE NEW STOREFRONT MULLION ; *
<br /> � EXTINGUISHER CABINET ; NOTES:
<br /> PER ELEVATION �
<br /> � (LARSEN-24095R, 2725R)OR i NEW CLEAR GLASS TO 1. NON-COMPOSITE MINIMUM LATERAL LOAD 5 PSF (PER 2012 IBC Sheet Title:
<br /> � APPROVED EQUAL; NEW MULLION HEIGHT � MATCH EXISTING. WINDOW SECTION 1607.14) AND L/240 (PER 2012 IBC TABLE 1604.3) ARE
<br /> � B/S WINDOW BLINDS MOUNTED BRUSHED STAINLESS STEEL TO MATCH ADJACENT _ FILM PER ELEVATION 4/A7-1. REQUIRED.
<br /> � ABOVE AS NEEDED FINISH WITH SQUARE TRIM �
<br /> °�' � EXISTING ALUMINUM 2• WEB HEIGHT-TO-THICKNESS RATIO EXCEEDS 200. WEB STIFFENERS w,;;;,,
<br /> v � DOUBLE-BACK ADHESIVE FROM TAPE ARE RE kE+�P�-�r��� sz
<br /> " (BLACK) TYPE "2A/lOBC" FIRE STOREFRONT FRAME QUIRED AT ALL SUPPORT POINTS AND CONCENTRATED
<br /> � LOADS AND MAY REQUIRE WEB STIFFENERS AT ENDS. REVIEW '���'��`�` �
<br /> EXTINGUISHER, TYP. NEW CLEAR GLASS W/ �'
<br /> x I MANUFACTURER'S RE UIREMENTS FOR FLEXURAL AND DEFLECTION
<br /> z ¢ , ; WINDOW FILM PER4/A7-1. Q �"''`"�"-� �
<br /> � CONTROL �,�a����,,t���,;�E•.�a.r��
<br /> �^' w�,
<br /> �I tli il! 11�t5fi'f\a,[In'p �.
<br /> a %" BLOCKING, PAINTED TO MATCH o NOTE: ALL FIRE EXTINGUISHER& FINISHED FLOOR NEW MULLION ON * .
<br /> � WINDOW SYSTEM MULLION ' CABINET CONTROLS SHALL AS SCHEDULED PRE-FINISHED MEfAL
<br /> � * : REQUIRES WEB STIFFENERS REQUIRED AT ENDS.
<br /> � 3" COMPLY WITH THE ADA& CONCREfE SLAB � BASE FLASHING � : HEIGHTS APPLY TO "BRACED AT 48" O.C. METAL FRAMING".
<br /> � 4" MAX CBC 2015 � � EXTERIOR SIDEWALK # : HEIGHTS APPLY TO "FULLY BRACED METAL FRAMING". Seal:
<br /> r�
<br /> � SELF-ADHESIVE METAL EDGE
<br /> a�
<br /> � _ � a a ° _ a ` Proj. No: 18.01772.00 Designer: EB
<br /> a N ALUMINUM BREAK SHAPE, FINISH TO � a
<br /> Drawn By: HF Reviewed By: MDE
<br /> N MATCH WINDOW SYSTEM MULLION �'� ° � , Project Manager: KF Approved By: MDE
<br /> �
<br /> N
<br /> � . � . —.__._._.
<br /> � ° '' A9- 1
<br /> 0
<br /> a
<br /> � WALL PER PLAN � I I
<br /> N I I I I I ' `
<br /> � SIDE VIEW FRONT VIEW ' � i
<br /> o � WINDOW MULLION & PARTITION TERMINATION � TYP. FIRE EXTINGUISHER CABINET DTL 6 STOREFRONT SECTI�N ALLDIMENSIONSANDCONDITIONSMUSTBECHECKEDANDVERIFIED
<br /> ON SITE BY THE CONTRACTOR AND SUB-CONTRACTORS PRIOR TO
<br /> A9-1 6 — 1�-O�" PERFORMING THE WORK.THE PROJECT MANAGER SHALL BE NOTIFIED IN
<br /> o �� - A9-1 1" = 1�-��� A9-1 1" = 1�-��� WRITING OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK.
<br /> a
<br /> O NELSON WORLDWIDE,INC.2018 ALL RIGHTS RESERVED
<br />
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