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<br /> NON-STRUCTURAL METAL FRAMING NOTES �°P� _ ��A� � ° �'� ���
<br /> GALV. STEEL DEEP LEG �"�� /��``���y : �
<br /> DEFLECTION TRACK. ANCHOR � ��� � �f � ����
<br /> TosTR���REW�T� ���nX-� AND LIMITING HEIGHTS ,
<br /> . � ''- i;, (OR XU15) UNIVERSAL KNURLED
<br /> DOOR, FRAME AND HARDWARE GROUP SCHEDULE. � ��'�
<br /> %;��, SHANK POWDER DRIVEN PARTITION TYPES INDICATED IN THE CONSTRUCTION DOCUMENTS SHALL COMPLY WITH THE
<br /> REMARKS _�. FASTENER WITH MIN. 1" FOLLOWING CRITERIA FOR NON-STRUCTURAL INTERIOR METAL FRAMING PARTITION SYSTEMS:
<br /> I ASSEMBLY DOOR FRAME d- EMBEDMENT @ 16�� o.c. Nelco Architecture, Inc,
<br /> c i (FOLLOW MANUFACTURER'S A. ALL NON-STRUCTURAL STUDS SHALL COMPLY WITH THE MINIMUM GAUGE AND MILS
<br /> STRUCfURE ABOVE INSTRUCTIONS). THICKNESS LISTED IN THE CHARTS PROVIDED BELOW; a IICe1152fI affllldte Of N2ISOC1 WOCICIWICI2� LLC
<br /> i • CONTRACTOR SHALL FIELD VERIFY F R A M I N G H E I G H T S O F E X I S T I N G
<br /> NUMBER LOCATION TYPE TYPE � MATERIAL FINISH DETAILS STRUCTURES PRIOR TO ORDERING MATERIALS.
<br /> HEAD I JAMB SILL HOLD GYP. FASTENERS BACK • SUBSTITUTIONS: CONTRACTOR SHALL SUBMIT SUBSTITUTIONS FOR
<br /> 2-1/2" FROM EDGE. ARCHITECT'S APPROVAL PRIOR TO ORDERING MATERIAL OR PROCEEDING WITH
<br /> CONSTRUCTION OF PARTITIONS.
<br /> 101 ENTRY � B I - - - - - I 5/A9-1 I EXISTING DOOR TO REMAIN; NEW ADA COMPLIANT CLOSER; NEW GLAZING DECAL 1200 Fifth Ave. Suite 1300 �
<br /> � EXISTING STRUCTURE B, NON-STRUCTURAL METAL FRAMING LIMITING HEIGHTS ARE BASEQ ON BUILDINGS Seattle, WA 98101
<br /> '�� �. , ; �i/�%, ,//�,, � WHERE THE HEIGHT FROM FLOOR LEVEL TO THE STRUCTURAL SYSTEMS MAY BE ONE Phone: (206)223-4999
<br /> � '- '� ':' - �- OR MORE OF THE FOLLOWING CONDITIONS:
<br /> 104 OFFICE 104 - 1 HOLLOW METAL I PTD 06/A9-1 07/A9-1 - I RELOCATED • FLOOR SLAB TO ROOF DECK OF SINGLE STORY BUILDINGS: TYPICAL FRAMING Fax: (2Q6)223-4990
<br /> � 1�o I � � O HEIGHT FOR OFFICE/WAREHOUSE/DISTRIBUTION FACILITIES: 24'TO 40'.
<br /> 106 ' COUPON BOOTH A 1 I HOLLOW METAL PTD ' 06/A9-1 I 07/A9-1 I - RELOCATED; NEW PEEP HOLE
<br /> I � • MULTI-STORY: STRUCTURAL FLOOR SLAB TO UNDERSIDE OF STRUCTURAL SLAB
<br /> _ / � OF THE FLOOR OR ROOF DECK ABOVE. Client Representative: Architect:
<br /> 108 JANITOR - 1 I HOLLOW METAL PTD 06/A9-1 I 07/A9-1 - I RELOCATED SLOTTED DEEP LEG Jones Lang LaSalle Nelco Architecture Inc
<br /> I I DEFLECTION TRACK LIMITING HEIGHTS PROVIDED IN THESE CONSTRUCTION DOCUMENTS ARE REFERENCED Eric Dockery 1200 Fifth Avenue, Suite 1300
<br /> METAL STUD FROM THE SSMA PRODUCT TECHNICAL GUIDE'S "INTERIOR WALL HEIGHT TABLES" FOR 800 Fifth Ave. 16th Floor Seattle, WA 95101
<br /> ASSEMBLIES INCLUDED IN THE PRO]ECT SCOPE. INCREASE METAL STUD GAUGE Seattle, WA 98104 Project Contact: Ron Pizarro �
<br /> �
<br /> w DOOR NOTES AND/OR DECREASE MEfAL STUD O.C. SPACING SO AS NOT TO EXCEED L/Z40 DESIGN � �
<br /> Tel: 206.305.9779 Tel: 4 5 97 -
<br /> _
<br /> U
<br /> z 1. DOOR FRAME COLOR TO MATCH ADJACENT PARTITION IN CRITERIA (PER 2015 IBC TABLE 1604.3) WITH 5 PSF LATERAL LOAD (PER 2015 IBC eric.dockery@am.jll.com Email:rpizarro@ne sonon ine.com
<br /> � �� �� Architect of Record: Adam Segalla
<br /> SECTION 1607.14). REFER TO SSMA PRODUCT TECHNICAL GUIDE S TABLE NOTES FOR
<br /> 1 PARTITION DETAILS COMPLETE PROPERTY CRITERIA ASSOCIATED WITH LIMITING HEIGHTS. Tel: (206) 408-8510
<br /> o SEMI-GLOSS FINISH U.N.O. • FOR COMPOSITE WALL HEIGHTS REFER TO THE-" COMPOSITE Email: asegalla@nelsononline.com
<br /> � A-9-1
<br /> X 2. ALL DOOR HARDWARE TO REMAIN U.N.O. Scale: 1-1/2" - 1'-0"
<br /> NON-STRUCTURAL METAL FRAMING (STUD) LIMITING HEIGHT CHART" AR License No: 10194
<br /> 0 3. PROVIDE AND INSTALL NEW CLOSER TO MEET THE FOLLOWING • FOR NON-COMPOSITE- FULLY BRACED WALL HEIGHTS AS WELL AS WALLS WITH
<br /> N REQUIREMENTS: BRACING AT 48" O.C. REFER TO THE " NON-COMPOSITE NON-STRUCTURAL
<br /> � Z,_�„ METAL FRAMING (STUD) LIMITING HEIGHT CHART" Civil Engineer:
<br /> � a. EXTERIOR DOOR MUST HAVE A MAXIMUM OPENING FORCE OF
<br /> Firm: Parametrix
<br /> � 8.5 POUNDS OR, Attn� Darren Sandeno
<br /> J b, TO MORE STRINGENT LOCAL APPLICABLE CODES. CLOSING C, PROVIDE LATERAL BRACING OF METAL STUDS TO STRUCTURE AS REQUIRED BY THESE T: (253) 604�6767
<br /> m SPEEDS TO BE 3 SECONDS MINIMUM CLOSING TIME FROM 70 - CONSTRUCTION DOCUMENTS, APPLICABLE BUILDING CODES AND THE A.H.J. E-mail: dsandeno@parametrix.com
<br /> � DEGREES TO 3" FROM DOOR FRAME AND COMPLY WITH ADA � BACKSPLASH TO
<br /> v STANDARDS. MATCH COUNTERTOP D. CONTRACTOR SHALL PROVIDE DEFLECTION TRACK FOR TOP RUNNERS OF METAL STUD
<br /> Q c. INTERIOR DOORS MUST HAVE A MAXIMUM FORCE OF 5 WHERE OCCURS� SEE \�� PARTITIONS THAT EXTEND TO UNDERSIDE OF STRUCTURAL DECK WHERE DEFLECTIONS General Contractor: ,
<br /> POUNDS TO MEET ADA STANDARDS. �v ELEVATION � � EXISTING STRUCTURAL DECK OF THE STRUCTURAL ROOFING SYSTEM EXCEED 1/2" WHERE PARTITIONS ARE LOCATED, Firm Name: Reliant Construction
<br /> v ' � Attn; Sonny Saumani
<br /> � CAULK BETWEEN � LINE OF FINISH CEILING E. STEEL STUD CODING EXAMPLE (UNIVERSAL CODING AS LISTED IN SSMA PRODUCT T: (253) 355=8429
<br /> � - N BACKSPLASH AND
<br /> � � '-' WALL WITH SEALANT � TECHNICAL GUIDE) EXAMPLE, "600S162-54": 600 = 6"MEMBER DEPTH, S = CSJ (STEEL E-mail:ssaumani.reliant@outlook.com
<br /> a ,� j' STUD), 162 = 1-5/8" FLANGE WIDTH (1/100 INCH), 54 = CORRESPONDS TO MIL
<br /> °° DOOR TYPES FRAME TYPES � THICKNESS INCHES TO CODE SIZE REFERENCE (SEE STUD SIZE COLUMN BELOW):
<br /> Q � FOR MTL STUD SPACING REFER TO STUD
<br /> G '� SIZE CHART. 2 1/2" _ (25�); 3 5/8" _ (362); 6" _ (600); 8" _ (800) Description: No: By: Date:
<br /> �
<br /> m 2 1/2" COUNTERTOP: T- 1 LAYER, 5/8" GWB, BOTH SIDES. EXTEND COMPOSITE NON-STRUCTURAL METAL FRAMING LIMITING HEIGHT CHART PJM REVIEW MC 11/21/18
<br /> � SEE SCHEDULE SEE SCHEDULE PLASTIC LAMINATE ON j TO UNDERSIDE OF STRUCTURAL DECK
<br /> a; r
<br /> 3/4"THICK PARTICLE I Gauge 25 ga 22 ga 20 ga 20 ga 18 ga 16 ga 14 ga PERMIT SUBMISSION MC 11/27/18
<br /> � I r BOARD &mil: 18 mil 27 mil 30 mil 33 mil 43 mil 54 mil 68 mil
<br /> � � APPROVED INTL. 'I Stud pacing LIMITING HEIGHTS
<br /> � � , ! ACCESSIBILITY \ SUPPORT: ' Size O.C. *Note#1
<br /> � � � SECURELY ANCHOR TO `
<br /> a
<br /> n, ' i SYMBOL ON BANK �' \
<br /> � . . �� � u � �� � �� � u � ��
<br /> a � STANDARD DECAL �, � � r:' - 24 11-3 12-2 12-7 12-5 13-6
<br /> �i EQ % EQ - N ;� ADJACENT SUPPORT 2-1���� 16" 12'-10" 13'-11" 14'-5" 14'-3" 14'-9"
<br /> p , � / \ N TO U.O. COUNTERTOP �
<br /> � _.. � � � (250)
<br /> � . _= � �� � 12" 14'-2" 15'-4" 15'-10" 15'-8" 15'-9" I
<br /> _ w � ; . � � �
<br /> O � / — � �\\ _ _
<br /> 24" 13'-2" 14'-5" 14'-6" 15'-3" 16'-3" 17'-8"
<br /> t7 0 j / � - � ' � p BASE, MATCH EXISTING IN BUILDING 11 '_ 1' '- �� �� - �e �� ��
<br /> Q = � = 3-5�8�� 16 15 2 � 16 6 16-7 17 5 18 0 19-7 /
<br /> � i PEEP SCOPE � ��� � � -- u ' ; (362) � �
<br /> v� � 12" 16'-8" 18'-2" 18'-3" 19'-2" 19'-7" 21'-2" '
<br /> u � � WHERE � � w FINISH FLOOR . %
<br /> o � � � ��� SCHEDULE \ / � �
<br /> o � \ � � 24'° 16'-4" 21'-3" 21'-6'° 22'-3° 25'-7" 27'-0'" 28'-9"
<br /> � ; 6��
<br /> � � � �� � �
<br /> � � � 16�� 20�-1�� 24�-4�� 24�-7�� 25�-6�� 28�_3 30�-0�� 32�-0��
<br /> � � V � \� � SCHEDULED 1A NON-RATED; INTERIOR (600) 12 22_g 26-9 27-1 28-1 30 7 32-6 34-8
<br /> � � �� � PARTITION PARTITION TO U.O. DECK �� '- " '- " 35'-9"
<br /> N � � SCHEDULED BASE g�� 24 30 6 32 6 :
<br /> J 16" 34'-4" 36'-8" 39'-0"
<br /> ' i � � �,�
<br /> � �PE 1 LINE OF FINISHED �800� 12° I 37'-6" 40'-0" 43'-4"
<br /> TYPE A TYPE B FLOOR
<br /> �; * NOTES:
<br /> = DOOR AND FRAME TYPES 3 wORKSURFACE - PLAM WITH SUPPORT 4 PARTITION TYPE - 1A 1. COMPOSITE LIMITING HEIGHTS ARE BASED ON A SINGLE LAYER OF 5/8"TYPE X GYPSUM
<br /> � 2 BOARD INSTALLED IN THE VERTICAL ORIENTATION TO BOTH SIDES OF THE WALL OVER
<br /> � A9-1 Scale: 1 1/2" = 1'-0" A9'1 Scale: 1 1/2" = 1'-0" A9-1 Scale: 1 1/2" = 1'-0" FULL HEIGHT USING MINIMUM N0, 6 TYPE "S" DRYWALL SCREWS SPACED A MAXIMUM
<br /> a OF 12" OC FOR STUDS AT 24" SPACING, AND 16" OC FOR STUDS AT 16" AND 12'°
<br /> � SPACING. 5 P5F (PER 2015 IBC SECTION 1607.14)AND L/240 (PER 2015 IBC TABLE
<br /> 0 1604.3).
<br /> +�
<br /> �
<br /> ai NOIV-COMPOSITE NON-STRUCTURAL METAL FRAMING LIMITING HEIGHT CHART
<br /> �
<br /> Q Gauge 25 ga 22 ga 20 ga 20 ga 18 ga 16 ga � 14 ga �
<br /> Yi &mil: 18 mil 27 mil 30 mil 33 mil 43 mil 54 mil 68 mil �� ����� �� z��� � ����
<br /> �
<br /> � �� �" ��� � � ���:� ��: .,
<br /> Stud pacing LIMITING HEIGHTS
<br /> ' I EXISTING Size O.C. *Note#1
<br /> `" �STOREFRONT 5�8��
<br /> � - 24" 8'-3"^ 9'-10" 10'-2" 10'-6" � 11'-5" ' �
<br /> � ! QOOR N 2�� -`r.,° TS-1 2�1�Z�� 16'° 9'-7"^ 11'-3" 11'-7" 12'-0" � 13'-0"
<br /> Q �DOOR FRAME BEYOND SCHEDULED PARTITION � rn TO FRAME �250� 12" 10'-6"^ 12'-5" 12'-9" 13'-2" � 14'-4"
<br /> � � '-' WALK-OFF MAT
<br /> 0
<br /> Mi EXTERIOR FACE 1/2" 2 �P� 3-5/8 z4" 9'-3" 12'-5" 13'-4" 14'-0" 15'-3" 16'-4"# 17'-5"#
<br /> � C7 �� 16" 11'-4" 15'-0" 15'-6" 16'-0" 17'-5" 18'-8"# 9'-11"#
<br /> U Z �BEYOND BOX BEAM � (362)
<br /> a W � ' ' —�,� �' � � C0 �� � �� � �� � �� � �� � �� � �� � �� ADA UPGRADES
<br /> 12 13-1 16-6 17-0 17-7 19-2 20-6 # 1-11 #
<br /> �� ; . . � ...� � .
<br /> SILVER LAKE
<br /> � a METAL CLIP ` DOUBLE STUD � ' � `° ° ° � �� � ��* � �� � �� � �� � �s � ��
<br /> � p j � ' ' `` = � ° v :� " „ , 6„ 24 17-6 18-10 20-6 22-10 24-6 26-2 WA4-138
<br /> z � STOREFRONT SILL, i� co _ � an , a �� �_ ��* � �� �_ �� � �� � �� �_ ��
<br /> � � INSTALL PER ^ � � VINYL FILLER � � (600) 16 21_6 * 22-11� 23 9 26�_1 28_0 30_0 �
<br /> �z 24 4 z5 2 26 z 2s 9 3o io 33 0 1803 112TH STREET SE
<br /> �C o MANUFACTURER'S HOLLOW METAL FRAME `,�° UP TO 2 (MAY
<br /> � RECOMMENDATION �n BE TRIMMED)
<br /> � � ,.-, „ 24 28-8 31-1 33-4 EVERETT, WA 982�8
<br /> .,e Q SCHEDULED PARTITION � � g �� � � �� ��
<br /> � WALK-OFF � � - � (800) 16�� 32�-9�� 35�-7�� 38'-1"�
<br /> � MAT —� N METAL ANCHOR NEW THRESHOLD 12 36-1 39-2 41-11
<br /> SCHEDULED DOOR WALK-OFF
<br /> � M � � SLOPE VARIES HOLLOW METAL FRAME MAT WM-1 PER DETAIL 5/A9-1
<br /> � —
<br /> Q � � � 1 15/16" 1 9/16" SCHEDULED DOOR MANU ACTURER'S * NOTES:� PARTITION �PES� D�ORS
<br /> Q INSTRUCTIONS 1. NON COMPOSITE MINIMUM LATERAL LOAD 5 PSF (PER 2015 IBC SECTION 1607e14)AND AN D DETAILS
<br /> °° R� � a : , '� ` •
<br /> L/240 (PER 2015 IBC TABLE 1604.3) ARE REQUIRED.
<br /> 0
<br /> o EXISTING FLOOR TILE
<br /> � 2. WEB HEIGHT-TO-THICKNESS RATIO EXCEEDS 200. WEB STIFFENERS ARE REQUIRED AT
<br /> r' ALL SUPPORT POINTS AND CONCENTRATED LOADS AND MAY REQUIRE WEB STIFFENERS
<br /> o AT ENDS. REVIEW MANUFACfURER'S REQUIREMENTS FOR FLEXURAL AND DEFLECfION �Q��
<br /> °° 5 DETAIL - SILL AT STOREFRONT 6 DETAIL - HEAD AT H.M. FRAME 7 DETAIL - JAMB AT H.M. FRAME 8 DETAIL - FLOOR MAT CONTROL. R�.c'EL��r��EQ��
<br /> a �� _ � �� A9-2 �� _ � �� A9-1 �� _ AR.'�&Fi1T,ECT=!
<br /> � A9'2 Scale: 3" = 1'-p" A9-2 Scale: 3 - 1-0 Scale; 3 - 1-0 Scale: 3 - 1-0
<br /> * ; REQUIRES WEB STIFFENERS REQUIRED AT ENDS. � � � �
<br /> � � ^ : HEIGHTS APPLY TO °'BRACED AT 48" O.C. METAL FRAMING",
<br /> � # : HEIGHTS APPLY TO "FULLY BRACED METAL FRAMING",
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<br /> ZProj. No: 18.01816.00 Designer; MC
<br /> a� Drawn By: Reviewed By: AS
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<br /> � Project Manager: RP Approved By: �
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<br /> � 's a :,6 B L �'L.i"�id F ALL DIMENSIONS AND CONDITIONS MU BE HE
<br /> � y������ ",�� ��„ ON SITE BY THE CONTRACTOR AND SUB-CONTRACTORS PRIOR TO
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<br /> PERFORMING THE WORK.THE PROJECT MANAGER.SHALL BE NOTIFIED IN
<br /> � W�iITING OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE VVORK.
<br /> � c0 NELSON WORLDWIDE,LLC 2018 ALL RIGHTS RESERVED
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