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FOR STUD SPACING REFERENCE, FLOOR TRACK REVISIOnS
<br /> SPLICES COINCIDE WITH STUD CENTERLINES.
<br /> #12 SMS #12 TEK #12 SMS IMPORTANT: WALL PANELS INSERT INTO No. 1 Date 07/15/2019
<br /> � 3" O.C. � 12" O.C. � 3" O.C. VERTICAL EXTRUSIONS 3/4" - TYPICAL. Description
<br /> Relocate (2) Steel Framed Openings;
<br /> Delete (5) Windows On 30'Wall;Add
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<br /> ��������� � � '�' '��'���"��� 20'_0" „�+� �+�° No. 2 Date 08/15/2019
<br /> ,y ,y �� 5� Description
<br /> � � Modify Building To Meet Engineer's
<br /> ss� #12x1 SMS S.P. SCREWS Qa 3" O.C. SS� S ecs For Calcs.
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<br /> PANEL CONNECTION . . . . � � � � +�
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<br /> DENOTES LOCATION OF FUTURE o OPENING WITH SHEAR � � �- � No. Date
<br /> iySs 2ND FLOOR STUDS SUPPORTING � ,�6 PANELS DETAIL. j � � j � Description
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<br /> SHEAR PANEL DETAIL � WINDOW
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<br /> ySS � �6 CODE BLOCK: GENERAL NOTES:
<br /> PANEL CONNECTION 3k3k3/ � �X���I 1 . PROJECT LOCATION: UMBRA CUSINETTI, INC. ~
<br /> FOR 30' WALLS �s NSS 1 . DESIGN CODES: 6707 HARDESON ROAD
<br /> W12x14 Beam B1 a, 2015 IBC �
<br /> C2 � ��. � �,° � n�� � � � �a �-� �� �r � s �� C2 b. ASCE 7-10 RETT WA 982
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<br /> � c. ALUMINUM DESIGN MANUAL -ADM1 2. WALL SYSTEM: STARRSPACE SS3500-DL W
<br /> SD3 d. AISC 360-10 -14TH EDITION OF AISC-ASD 3. PANEL COLOR: WHITE
<br /> \,��o `,��o `,��o `,��o ys � 2, UNIFORM LOADING: 4. EXTRUSION COLOR: WHITE �
<br /> �j �, � � S� d a. 2nd FLOOR LIVE LOAD (EL. +14'-2 3/8") = 70 PSF
<br /> '►��' ��' •', ��' �j�' -f'� 0 b. 2nd FLOOR DEAD LOAD (EL. +14'-2 3/8") = 10 PSF 5. SYSTEM HEIGHT: 14'-0" (PREPPED FOR FUTURE 2nd
<br /> '�j�' �o+ ::::�'��'�• �o+ '►�+ +� � c. DUST COVER LIVE LOAD EL. +23'- 4 5 8" FLOOR WITH 9'-0" WALL HEIGHT
<br /> � � : � � � ( / ) = 0 PSF (FUTURE) )
<br /> �5 �� �5 �5 16, � d. DUST COVER DEAD LOAD (EL. +23 - 4 5/8 ) = 8,100 LBS (FUTURE) 6. ALUMINUM EXTRUSIONS ARE 6063-T6 ALLOY. �
<br /> . � � ;;:"`�� � �. L3 1/2 x 2 1/2 x 1/4 � 3. OCCUPANCY CATEGORY = SAME AS ROOM BEING PLACED 7. ROOF DECK DESIGNED FOR 80 P.S.F. LOAD BEARING.
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<br /> 8 � DENOTES SHEAR PANEL LOCATION
<br /> . . . . . . . . . . . . . ................................................................. ............. a. IMPORTANCE FACTOR (I) = 1 .00
<br /> . . ..............................;........................,,:. �
<br /> • • .___• • . b. MAPPED SPECTRAL RESPONSE ACCELERATION 9. SHEAR PANEL CONSISTS OF 1/2" PLYWOOD IN CORE �
<br /> WINDOW ,;;���`' i. Ss = 1 ,438 BEHIND THE 1/2" GYPSUM ON THE SIDE OF THE
<br /> � _��•' 2 ii.S1 = 0.550 PANEL THAT THE SCREWS ARE TO BE PLACED.
<br /> PRE-ASSEMBLED SHEAR PANELS ON THIS 6' W x 7' H ��,T.��L 8' W x 12' H STEEL c. SPECTRAL RESPONSE COEFFICIENTS
<br /> SD3 10. CAT 6 DATA JACKS (DUAL PORT) FIELD WIRED BY OTHERS.
<br /> WALL WILL HAVE 1 /2" PLYWOOD ON EACH FRAMED OP�N.ING FRAMED OPENING ii.Shcs = 0.550 11. LIGHT FIXTURES ARE FLAT PANEL LED TYPE.
<br /> SIDE AND BE SCREWED TO STEEL FRAME (TRAFFIC DOOR (ROLL UP DOOR d. SITE CLASS = D �
<br /> WITH #12 FASTENERS. REF. DRAWING SD5, BY OTHERS) BY OTHERS) e. SEISMIC DESIGN CATEGORY = D
<br /> SECTIONS C-C 8c D—D. f. BASIC SEISMIC-FORCE-RESISTING SYSTEM = SHEAR PANELS REINFORCED
<br /> 6�-O�� g'_�" WITH WOOD SHEATHING RATED FOR SHEAR (PANEL STRUCTURAL GRADE 1) �
<br /> & ORDINARY STEEL MOMENT FRAME
<br /> _��j rj g. RESPONSE MODIFICATION FACTORS (R) = 6.5 & 2,5
<br /> , -- - � ,-� h. ANALYSIS PROCEDURE = EQUIVALENT LATERAL FORCE a�
<br /> y�y�� B PRE-ASSEMBLED SHEAR PANELS B i. SEISMIC RESPONSE COEFFICIENTS (Cs) = 0.383 & 0.147 � o
<br /> ' � E, :� �7�l�'� „' � ,-;. REF. DETAIL ABOVE AND DRAWING SD5 j. DESIGN SEISMIC BASE SHEAR � j �
<br /> �. � � .' �,,��� , i. 1 1 ,137 LBS (LRFD) (Z-DIRECTION) p U
<br /> p� � � `��' � WELDED FRAME TO BE FLUSH ��. 4,284 LBS (LRFD) (X-DIRECTION)
<br /> � " 1� • �` 5, INTERIOR WALL PRESSURES SECTION 1607.13): 5 PSF The seal s and si nature s a 1 Oril to the documents to Drawing Title
<br /> ��� �� ��. �'".�� c ( ) g ( ) pp y y
<br /> -,� �, '�•a ��3. . ,�, WITH INSIDE OF WALL (REF. 6. ROOF LIVE LOAD/ROOF SNOW LOAD/WIND LOADING/SNOW LOADING = N/A which they,are affixed, and expressly disclaim any
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<br /> ��� ' y -�'�;����. DRAWING SD5, VIEW ��B-8��� 7. SLAB-ON-GRADE DETAILS (TO BE VERIFIED BY END usER): responsibility for all other plans specifications estimates
<br /> . a. SLAB THICKNESS = 6" ' ' � Wall Panel La out
<br /> �`� � -
<br /> `� ` . - b. CONCRETE YIELD STRENGTH = 4 000 PSI reports or other documents or instruments relating to or
<br /> '• ' � � '� 1 ' , �. �, . - � ���. ' �+'� � 8. SPECIAL INSPECTION: � intended to be used for an� part or parts of the architectural Job No.: 44233
<br /> , ' . ! � ��`' � ����'� � �.�+ a = ' ' a. EXPANSION ANCHORS - HILTI ESR-1917 or engineering project. It is not the intent of this seal to cover
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<br /> "� ;� j �- b. SHEAR PANEL SCREW PLACEMENT any part of the electrical or mechanical elements of this project. Checked By:
<br /> i ; , �� � � � Drawn By: C71.W. � a.Cl'1.
<br /> ' ' � � �� 1110 Westmark Drive
<br /> ''�� � �� �ate: 07/09/2019
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<br /> ��-�� , , A.'�`� � C O 63131
<br /> ;� � , , Saint Louis, M
<br /> _ ��� �: @ _ ��� & ASSOCIATES 314-835-1224 Scale: N.T.S.
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<br /> :: �'� . ��� ,- , . . -. :.�. -� �, . � , . . Sheet No.
<br /> �''�,'� .,-, :. W� ,��' .� . � STRUCTURAL ENGINEERS mcginnisstructural.com
<br /> �!�:�,�
<br /> � � � � � - _ PROFESSIONALLY LICENSED IN ALL 50 STATES
<br /> - 8/15/2019
<br /> McGINNIS PROJECT No.: 26213 2
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