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<br /> Buildinq Information Material Specifications� '
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<br /> Building Width: _49'-6" Front Eave Ht.: � 19'-8" 1. Primary Framing: 5. Bracing and Columns: 00 � �
<br /> Building Length: _79'-6" Back Eave Ht.: _ 19'-8" Web Plates, ASTM A529, A572, A1011, Grade 55 Pipe, ASTM A53 Grade B, Min. Yield 35 ksi. � o , � _____
<br /> Flanges, ASTM A529, A572, Grade 55 Round HSS, ASTM A500 Grade B, Min. Yield 42 ksi. � � �
<br /> Rect. HSS, ASTM A500 Grade B, Min. Yield 46 ksi. Z � �
<br />� Roof Panel Type: _ (BY OTHERS) Roof Color: _ (BY OTHERS) 2, Secondary Framing: � `r' W � W �'
<br /> Wall Panel Type: _ (BY OTH ERS) Wall Color: _ (BY OTH ERS) Galvanized 16Ga, 15Ga. 14Ga, 13Ga, 12Ga, ASTM A653 G90, 6. Bolts: � U �_ � _
<br /> Roof Trim Color: _ (BY OTHERS) Wall Trim Colar: _ (BY OTHERS) Grade 55, Min. Yield 55 ksi. High Strength Bolts, ASTM A325-N, Washer under -, -- -
<br /> turning element. Machine Bolts, ASTM A307. �'
<br /> 3. Roof & Wall Coverin : Anchor Bolts (Not By CBC) Sized Based on N � � �
<br /> 26Ga Painted and Un ainted ZA., ASTM A792 AZ50, Grade SO & 80 A36 Material. ' z =
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<br /> 24Ga Painted and Unpainted ZA., ASTM A792 AZ50, Grad� 50 � � __ W _____
<br /> 26Ga Painted Galvanized, ASTM A653 G90, AZ55 Grade 50 & 80 7. Shop Coating: �
<br /> 24Ga Painted Galvanized, ASTM A653 G90, AZ55 Grade 50 All Steel members except galvanized secondary W
<br />��; framing, cables, bolts and screws shall receive �
<br /> . 4. Bracing: one shop coat. -
<br /> Cables, ASTM A475 Extra High Strength Grade. op
<br /> Angles, ASTM A36, Min. Yield 36 ksi. tt')
<br /> Rods , A529 Grade 50 c�
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<br /> Product Certifications De�ign Loads O �
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<br /> 1. IAS International Accreditation Services, Inc. This steel building is designed utilizing the following loads, Q � �
<br />� Approved Fabricator AC-472, MB-152. in compliance with the pertinent provis�ons of the International � Q
<br /> Building Code, 2012 Edition (IBC 2012). � J
<br /> 2. City of Los Angeles, CA. Approved p �
<br /> Type I Fabricator No. 1436. All accessories such as doors, windows, etc. not by CBC Steel � �p
<br /> Bu�ldings, must be designed as Structural Components in _ �
<br /> 3. City of Riverside, CA. Approved accordance with the W�nd Load provisions of the applicable .� z
<br /> Type I Fabricator No. SP07-0091. Cc�des and Specifications referenced on this page. , � --
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<br /> 4. Clark County, Approved The Builder and/or the Engineer of Record must confirm that z � �
<br /> Steel Fabricator No. 404. the following loads meet the requirements of the local building W � �
<br /> department. CBC Steel Buildings and the undersigned are "NOT C� d �
<br /> Codes & Specifications the Engineer of Record for the entire project. C„� �
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<br /> The design of this structure is in compliance � �
<br /> with the CB� specifications and standards, � o �
<br /> � utilizing the pertinent provisions and B�ailding Dead Load 7.0 psf � O a �
<br /> recommendations o f the following Co des. C o l l a t e r a l L o a d 5.0 p s f _� = o L 1.�
<br /> L i v e L o a d 2 0.0 p s f 1 --�--- .
<br /> Live Load Reduction Allowed Yes � � o a�� �
<br /> 1. I n t e r n a t i o n a l B u i l d i n g C o d e, o ry � N ' i
<br /> 2 0 1 2 E d i t i o n (I B C 2 0 1 2). Srow Load, Roof 0.0 psf a o Q o , I
<br /> Ce 1.0 --- I___----�-
<br /> 2. American Institute of Steel Construction, Impt. Factor 1.0 E..r;:L �
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<br /> Fourteenth Edition (AISC 360-10 & AISC 341-10). . i � ;=1�
<br /> � V�f;nd Load, Speed _ 0.0 mph - ���
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<br /> �y�� 3. Am�rican Iron and Steel Institute, � �.,. :�, L �-
<br /> „ � 2010 Edition (AISI S100-07/SI-10). Impt. Factor 1.0 ^T^ °�
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<br /> K%t 1.0 � "' .
<br /> 4. Metal Buildin Manufacturers Association, �e�-�� � � ''
<br /> g E a r t h u a k e �o a d: u � =
<br /> 2012 Edition (MBMA, 2012). Q �- � � �� �,,.�
<br /> S e i s m i c D e s i g n C a t e g o r y: D � �_� Z ;�; `;��
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<br /> 5. American Weldin Societ Seismic Site Class: D C '
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<br /> Structural Welding Code (AWS D1.1, 2008). Coeff. Ss = 143.90 % S1 = 56.00 % �� ��`°
<br /> Coeff. R = 3.5 for Moment Frames Omega = 3.0 � i:� ��`s,
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<br /> Coeff. R = 3.25 for Braced Frames Omega = 2.0 � �� � _ °�
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<br /> Inspections Impt. Factor 1.0 � € � J `;
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<br /> 1. Shop Welding inspe�tion is not required ����:� � � ���; �
<br /> according to the approved status of the Other �oads: �� � � o ��,
<br /> above Certifications. Mezzanine: ; �� ,� ��
<br /> Live Load N/A ___ _- `L °^' ___
<br /> No field welding is required by CBC Steel b�����
<br /> Dead Load N/A
<br /> Buildings. However, if any field welding is Crane Load N/A �`jy
<br /> � � required due to any field modifications, �° ��°� P�w �
<br /> special inspection is required. � F <<`��', ��'�� � �
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<br /> Special Notes � � ��� � � `� �
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<br /> 2. Special inspection is required for high �� �F�s� F�� �
<br /> strength bolts. The Turn of the Nut 1. Building will be inside of another building; therfore, no �s��� .
<br /> method of tightening is recommended, under sr�ow load or wind load are present. o o � W
<br /> t he supervision o f an in depen den t tes ting � � o
<br /> laboratory. Alternate methods of tightening 2. Insulated panels are not designed by CBC Steel Buildings. o Q
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<br /> m a y b e u s e d a s p e r m i t t e d i n t h e S p e c i f i c a t i o n I r consi dere d as Stan din Seam Pane l � ~- --}-- -- m-
<br /> for Structural Joints Using ASTM A325 or 3. Insulated roof pane s a e g
<br /> A490 Bolts (AISC Thirteenth Edition). CBC Steel fc�r purlin design.
<br /> Buildings shall not be responsible for �+. Insulated wall panel is considered as Screw-Down Panel for
<br /> administration or costs associated with girt design. .
<br /> the inspection process.
<br /> � Drawin� Status
<br /> � Preliminar�
<br /> Special Boltinq Connection Inspection Req. These drawings are conceptual only and are not
<br /> (Made with A325 Bolts) to be used for the permit or construction process.
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<br /> 1) Pre-tensioning of A325 bolts is required on � For Permit o �
<br /> primary framing, bolted bracing, and strut These drawings are Final and are for review by the building � .
<br /> connections if located in seismic performance/ official or others. This set is not intended for construction, '�
<br /> design category "D", "E" or "F". as piece markings have not been identified, nor is it �
<br /> � intended for the ANCHOR BOLT PLAN to be poured.
<br /> , 2) Slip critical connections are not required by �
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<br /> CBC Steel Buildings o '>
<br /> 0 For Construction . �
<br /> : Erection drawings, identified as "Detailed for Fabrication". �� -�-- -
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