HomeMy WebLinkAboutCivic Center_1 STEEL & HARDWARE SHOP NOTES: �+�s PRu,T �s n� aROP�n oF �
SHELTERS AND IS HOT TO BE USED.
1. All steel plate to be ASTM A36. co��, oR �aRooucm �n�►+ouT
5" � FTG. & COL 2. Steel tubes to be ASTM A500 Grade B, Fy=46ksi. ���� "'�� . _
, „ - - - - - - - - - - -_= 3. All welding is to be done in accordance with latest AWS standards. �
CL040605x05A00.2500 4� I 4 __________________ If welds are not specified, all welds are to develop full strengih of oll
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�_ CENTER ON TOP OF TUBE I� � I � component parts. -
� � �v � � 4. All bolts to be ASTM A325. Exception: Anchor bolts to be A307.
� _ I � I S / I 5. All holes in steel to be �" diameter unless noted otherwise.
1 / � • � � � ��' � � � 6. All fabricated steel to be POWDER COAT prime & finish painted. ��
, � � � \ � � Touch-up paint after erection (by others).
U.X. P � - - � � � � � � � 3
A ` , � � � �- �` I � I � CONCRETE NOTES:
1 �- '� � � 6�\ / � Q 1. Remove all organic material and topsoil from slab area. Verify suitability
� C � _ � � � � v of subgrade. Footings are to bear on undisturbed, natural soil or engineered fill.
i TYP. MEMBERS I � � Both are to be com acted to 95� Proctor densit
� � & CONNECTIONS \ / Q P , ° y' �
I I � � � � � �'- 2. Prepare slab with min. 8' compacted sand, gravel, or crushed rock. � I `
� FOR EACH BAY �
� � _�_ � (8) - #5 VERTICAL REBAR I j � , j � a 3. Concrete slab to be 4" thick. Reinforce slab with 6x6-w1.4xw1.4 welded wire fobric at mid- �•�
I I S-2 i N � DECK i ? depth. Lap splices 8". Alt.: Fiber mesh admixture (min. 1.5#/c.y., fibrillated polypropylene). � �
i fD I #3 HORIZONTAL TIES A � m S-1 � 0 4. Edge of slab to be thickened to min. 8" deep x 8" wide reinforced with � � (�/ . _
� \ � P�N � 10" O.C. MAX. CONTINUOUS DRIP EDGE - - - - - I � 2-#4 continuous rebars. Lap splices min. 24 . � � ii-
� X � 1 � I 4 12 � � � I � 0 5. In locations subject to frost, install isolation joint, max. 1/g" wide, �
� I � I Q � � I / \ j � _ around column piers using diamond or circular layout. Wire mesh shall be � � � - .
� � � o interrupted at isolation joints.
I = I M � � � � � � � 6. Install crack control joints (3/16" wide x 1" deep) at 8' to 12' o.c. N �
� � _ _ � �� � � � 7. Concrete slabs in open areas are to be sloped for drainage from center to edge and U .�
I I ' N � I I � / \ � I away from columns. Surface is to be lightly broomed or have a wood troweled finish. �
I I . I I � I � 8. Concrete slabs in enclosed areas are to have positive drainage to floor drains and � � � '
� � � I II �� 2x4 NAILER � / \ � have a troweled finish. �
II 1» NOM. 2x6 TREATED FASCIA � � 9. Concrete slab, foundation, re-bar, wire mesh, leveling nuts, grout & anchor bolts �
�.�� _ _ 1� MAX., 1" MIN. I ,`l- i � � I �
if re uired are N.I.C. �
(CCA TREATED TO 0.25 PCF I 5 I � q ) �(�
= Q I I I I LEVELING NUTS NET RETENTION) �� � / \ i � 10. All concrete reinforcing steel to be grade 60, deformed bars. V J �
� � � � � 11. F'c of concrete to be 3000 psi � 28 days.
Z � � � ����- NON-SHRINK GROUT v -----------------�________________ 12. All concrete work to be in accordance w/ latest ACI code.
J - - 13. Assumed allowable soil bearing pressures: 2000 psf vertical bearing, 150 psf possive
� I 3/4"� x 24" A307 A.B.'S w/ 1/4" EAVE DETAIL T - - - lateral bearin It is the Owner's res onsibilit to verif that the allowable soil bearin
� w I I I I x 3" SQUARE WASHER (w/ 13/16"� � g' P y y 9 . -
m II II values 'at the site meet or exceed these assumed values. If the actual values are lower
� II II HOLE O.C.) TACK WELDED TO HEAD. than the assumed values, the foundations must be redesigned (N.I.C.).
. o II II I -
- O O � I -t--�- - - �=1- � g'_g" g'_g" � N.I.C. = Not In Contract
� � I I I I
1'-3" 17'-6" CL./CL. OF COLUMNS 1�_3�� ERECTION NOTES: �•
BASE PLATE All steel members must be properly broced until the complete 5tructural system has been
� constructed. Correction of minor misfits and a reasonable amount of cutting, reaming, redrilling �
Q X 20'-0" OUT/OUT OF FASCIA or ali nment with drift ins will be considered a le itimate ex ense of erection. In the event of
I I I I J Q 9 P� 9� � p
I I I I I I c� � error, defect in materials, and/or workmanship of shop work which prevents proper ossembling W
I I `�' � i � � � ROOF FRAMING PLAN and fitting up of parts by the moderate use of drift pins, or a moderate amount of reaming � J
I I �--�- - - �----�- � � and slic�ht cutting, immediately report to the seller and obtain 5eller's approval of the method of � Q -
I I / � SCALE: 1/4" = 1'-0" correction. c� I Q
I I � p � � � �
' 1 NOTE: This building has been designed as a free standing, open structure. If walls are to be � U U
I I � � added, or if the building is to adjoin another structure, or if other modifications are to be �
� � � made, the structure must be re-engineered prior to these modifications (by others). � � � �
� ► 3" CLEAR • -
I I � � m m O
I
� I i 2>_p�>� IF SPLICES ARE REQUIRED, M Q Q �
MITER AT 45' AND NAIL THRU I DESIGN CRITERIA: � � � � i
�
I I SPLICE WITH (2) - lOd NAILS. 1 I � 2007 California Building Code w/ 2006 IBC , ` ■ � }
� � � Type of Construction: Type III-B V � ^ -
� I 3/8 COLUMN FOUNDATI�N DETAIL ' � � � -.
I Occupancy Classification: Assembly A-3 Q N �
(n O
�� Building Occupancy Category II (� p. 3
� META� ROOFING (N.I.C.) OVER Mean Roof Height = 9'-9" t� Y � p�p i
�v � COLUMN BASE REACTIONS I I (2) LAYER OF 15# FELT (N.I.C.) Buildin Volume = 3,700 cu. ft. � O CO A
COLUMN l�- 1 4- REQ D. ► � I � OVER 2x8 �1 GR. T&G S.Y.P. � No. ofgOccupants = 57 � N O
� DECKING, EV1 S & KILN DRIED. O � N C
VDL+3/4(LL+WL) - 3,450# � " j ROOF DL � N Y � ^ '�
Metal Roofing & Felt 1.5 psf ^
11 12 I 2" Nom. Wd Deck 4.6 X � � �
� V0.6DL+WL UPLIFT - -35OYr 4 Misc. 0_9 m x p
� �3495 Total = 7.0 psf + framing wt. O � 0 �
_� H��+o.�E = 550# / 18� � . -
FLOOR LL a Z w � W
� C� MO.T. DL+0.7E - 4,170#-ft. I L = 100 psf � p �
SEE EAVE DETAIL ROOF LL � w
I O N T H I S S H E E T L� = 20 psf � � w �
� � � U I -�
� � WIND LOAD � � � Z ^
\ V3S = 85 mph, Exposure 'c', Iw = 1.0, GCP; = 0 � U �
O
/ Components and Cladding Wind Pressures: See sheet #4 � � � � � '
� � EARTf�QUAKE
20'-10" OUT/OUT OF SLAB (MIN.) � � B-2 C� BOTTOM � IE = 1.0 ~ � v
SS = 1.500, Si = 0.600 Q � �
TYPICAL DECK LAY- UP � ��-,��� $�_,o��� S;te ��ass o �assumed) � z � � m
I I Spg = �.��0, Sp� _ �.6�� i�- � � = 0 m
� -------------------------------- , 00 z 1. START LAYING DECK AT CORNER W/ TONGUES � Seismic Design Category D , ` J � O ,t
--- � Equivalent Lateral Force Procedure ( , � � � a
~- � OUTWARD IN DIRECTION OF LAYING.
- - - - - � " Cantilevered Columns - Intermediate steel moment frames � � Z V
- 2. DRIVE COURSES TIGHT W/ BLOCKING. Q • -
� � � � � � 3. ATTACH D ECKIN G P ER D ETAI L S O N S H E E T 2. �
R = 1.5 N Q Q m L
. I � CS = 0.667 1-�- 3 a. m � 3
- � � � i -- _ _ _ _ i Design Base Shear: V = 3,300# } � � a 3 -- .
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EDGE OF SLAB. OWNER TO '
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DETERMINE SIZE PRIOR TO � I � � � Q � � \ � � j W �
CONSTRUCTION. � I I � � J � I�I I �
I � I � p t1� - � r� = w
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� � � � MITER ENDS OF FASCIA AT CORNERS_
� j � i � NAIL FASCIA TO END OF DECK W/
� I � � 1-16d NAIL AT EACH PIECE OF DECK. � PROJ. NO.: •�
� � , � 10- 164 �
� � � ;
DECK PLAN AT CORNERS ELEVATI�N
I I I � RAR 8-25-10
SEE COLUMN FOUNDATION - - - - i SCALE: 1/4" = 1'-0" �A��
DETAIL ON THIS SHEET. � __-__ _____ _______-______-_____ � � z � CHK'D:
� � • � YES
SECTION A DESIGN CERTIFICATION FOR: � REV 1:
FOUNDATI�N PLAN , � ,r<`'`���'�� `c REV 2: .
_ UNLOADING HANDLING & STORAGE OF DECKING 1 BUILDING SIZE: 20� x 20 �� �< <F,�
� BUILDING LOCATION: PALM DESERT, CA •:`� s�.. y REV 3:
SCALE: 1/4" = 1' 0" THIS CERTIFICATION OF DRAWINGS IS FOR THE ONE _ 7 70162 � '�"�
' � vF, -=� REV 4: -
DECKING WILL BE DELIVERED IN BANDED BUNDLES> WEIGHING APPROXIMATELY ONE TON. BUNDLES SHOULD REMAIN BANDED UNTIL DECK IS TO BE BUILDING ONLY AT THE SITE LISTED ABOVE. IT IS � ' _,�:��:g•3a .,, �
INSTALLED. A FORKLIFT OR SMALL CRANE WILL BE REQUIRED FOR UNLOADING. BE SURE TO USE NON-MARRING SLINGS. IF STORED TEMPORARILY, VALID ONLY IF THE MATERIALS SHOWN ON THESE '' ' c'°D "o.: SH 6978 R1
DECK SHOULD BE PLACED ON BLOCKS & LEVELED, WELL OFF OF THE GROUND. IF WOOD DECKING IS WET &/OR STAINED, CONTACT RCP SHELTERS DRAWINGS ARE FURNISHED BY R.C.P. SHELTERS, INC. ,�� �c .�oa No.: 8365 R •�
AND ONLY !F MATERIALS ARE PAIp FOR IN FULL.
AND DO NOT INSTALL DECK. IF MODIFICATION IS MADE WITHOUT EXPRESSED WRITTEN '�l` �� '��=`�� s�+� No.:
,
CONSENT OF RCP SHELTERS, INC., OR IF PAYMENT IS
IT IS THE ERECTORS RESPONSIBILITY TO TALLY THE DECKING UPON ARRIVAL. NOTIFY "RCP SHELTERS" AT ONCE OF ANY SHORTAGES. NOT MADE IN FULL, THEN CERTIFICATION BECOMES 1
NULL AND VOID. 1 OF �
__ _ __
_ _ __ __ __ _
_ —� ------ -- _ - - -- _ ___. __ __
�
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THIS PRINT IS THE PROPERTY OF RCP
SHELTERS AND t5 NOT TO BE USED.
COPIED. OR REPRODUCED WITHOUT
THE]R D�RESSED WRITTEN
PERAII SSipr.
.'
/
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_____ �P�_i / � ERECTOR NOTES:
/ 1. BEFORE ATTACHING COVERPLATE
- ASSEMBLY, MAKE SURE THAT THE NUBS
� � / ON THE BACKER PLATE FACE THE
� ' ATTACH EACH PIECE OF DECK TO EACH SUPPORT COVER PLATE.
� k / WITH (2) - 4"-20 x 24" SELF-DRILLING SCREWS. � _
DRILL PILOT HOLES AS REQ'D. 2. LOCK NUT IS PRESET IN SHQP, BUT '
p�N � \�� HILTI DNI 62 P8 (2 1/2" LONG) PINS WITH MAY BE ADJUSTED SLIGHTLY IN FIELD U
� \� IF REQ'D. FOR ERECTION. � �
� WASHERS MAY BE INSTALLED WITH HILTIGUN IN .
�� \ � \� LIEU OF SELF-DRILLING SCREWS. HILTI PINS MUST � � �-
PENETRATE TOP WALL OF TUBES. 3. PLACE COVERPLATE ASSEMBLIES ON }- �
� � ��� TUBES CAREFULLY SO AS TO NOT � � '•
CPA-1 \�� COVERPLATE ASSEMBLY SCRATCH THE PAINT ON TUBE. � �
I I ,Q CPA-1 4. ERECTION OF COVERPLATE ASSEMBLY: � V � t
O A. PUT ONE END OF BACKER PLATE , ` ^
I I ��" 2x8 WOOD DECK THRU ACCESS HOLE AND BEHIND N iJ
& 30# FELT TUBE WALL. � v
HIP BEAM �
-____ B. SHIFT ASSEMBLY TO ONE SIDE OF � �
�
_ � � � ��� ENDEOF T�EEBAC�KERAPLATE CANER —r ` �
CONN S— 1 1 re d. � � � SLIDE THRU THE ACCESS HOLE AND � v �
- � DECK DETAIL C� HIP BEAM BEHIND TUBE WALL. SUGGEST � � _
------ HOLDING A THIN PIECE OF �
1 - MK-1 COMPRESSION RING (CR040605x05A0S.ASSM) �
SECTION LOOKING UP HIP BEAM CARDBOARD OR SIMILAR MATERIAL
4 - 3/4"sb x 2" BOLT (WITHOUT NUT) I I AGAINST TUBE TO PROT�CT FROM -
I I SCRATCHING WHILE SLIDING
COVERPLATE BACK AND FORTH INTO
POSITION. �•
C. POSITION ASSEMBLY SO THAT IT IS
CONN S— � 4— rec��d. PARALLEL WITH TUBE AND NUBS ON ,
- BACKER PLATE SIT INSIDE THE
ACCESS HOLE W/ BACKER PLATE
2 - CPA-1 4 1/2" SQUARE COVERPLATE ASSEMBLY THE ACTUAL ROOF PITCH MAY VARY ORIENTED AS NEAR VER71CAL AS
1 - 1/2"4� x 6 1/2" BOLT
FROM THIS GENERAL DETAIL. POSSIBLE.
1 - 3/4"� x 1 1/2" BOLT (WITHOUT NUT)
W
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N I Q , -
� � �
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rn � � �
� m m o '•
ATTACH EACH PIECE OF DECK TO EACH G� � Q Q v
� SUPPORT WITH (2) - �"-20 x 2�" ��' . � � � i =
�+ � E �EN��H SELF-DRILLING SCREWS. DRILL PILOT �0�� � � ^ }
1 3,_g�' jvB HOLES AS REQ'D. ��� U � O m
Q N t
� WITH WAISHERS MAY 1 E2'INSOTALLED WITH � � U) � �j U
� 4 6 HOLE IN TOP
U� P�N I Q H B 0 4 0 4 0 5 x 0 5 B 0 0.3 7 5 0 SCR WS HILTI EPIN�SFMUST PENETRATE � (� O � A
, �2 TOP WALL OF TUBES. � O � N ,O
2 13/16+ �� S-1 � N Y � � � , -
� O x ■ ■
1 196 B-2 � Om - -
` �9/16"� HOLE N55 5,c5x.1 � c� x �
�+ � � � L� W
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EP000005x05B00.1196 � �' � � w � s
CENTER ON END OF TUBE DECK ATTACHMENT DETAIL C� BEAM � � � �
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� O � N
� HB080505x05B00.2500 � ■ . O �
CENTER ON BOTTOM I o
S-2 , OF TUBE �(1
t) / f- � U
�. 13'-5�-„ �„ �„ �
16 18 PIECES � 64 = 10'-1� Q (n J � L
i�— ~ Z J I } .
� N � = O O
BEAM B- 1 4— REQ D DECK CUT AT HIP LINE IS USED OPPOSITE , \ J � � y --
HAND IN ADJACENT BAY. REVERSE l , �
D I R E C T I O N O F L A Y-U P. �'� V } � z a'
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TN040405x05AL0.3750 / \ \ I
CENTER PLATE ON \ 4"4� HOLE C� F.S_ TN040405x05AR0.3750 g'_�p " 9'-10 " 3 ��
CENTER PLATE ON � � O � � O
END OF TUBE �__ __ _________ _______________________ END OF TUBE
O PROJ. NO.:
\� � � - - - - � 10- 164
° � N HSS 5x5x.1196 i/ o �9�-9
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----�----------------- � �AwN=
� .?',hj�T�i S-2 END PLATES NOT SHOWN FOR CLARITY S_2 �,�� �,� TRUE WOOD DECK PLAN 4— REQ�D RAR 8-25-10
� I O CHK��:
� �l�jfr 5 " FAB. SAME AS g,�� 4� SCALE: 1/4" = 1'-0" ��
� O�i � OPP. END �' '��� �� �S
RO�F PLAN / RE� ,:
�� S(���'� REV 2:
17'-9�" TUBE LENGTH a = 3�-0�� ; �i��rESSf��i�
� � EC C�-� REV 3: '•
— — DESIGN PRESSURES FOR COMPONENTS & CLADDING y��o� �������` R� 4� t
BEAM B � 4 REQ'D � No �0�62 � cn� No.: SH 6978 R1
` ZONE PRESSURE SUCTION � Exp,ree 9-30-�D � �
2 20 PSF 19 PSF
, �c ,ioe No.: 8365 R
3 26 PSF 24 PSF N� „�, ; sH� No.:
AIFOF CA1.�F;��
. � OF �