|
v y GQ�IERAL NOIE EPDXY DOWELS
<br /> CODE: SEATiLE BUILDING CODE -- 2015 E�ITION EPDXY SHALL BE SIMPSON ��EPDXY-TIE SET-XP�� FROM SIMPSON STRONG-TIE PLEASANTON, CA.
<br /> _ ALL AS'fM�S CALLED OUT ARE TO BE THE LATEST EDIIION ANCHORING ADHESIVE SHALL BE A TWO-COMPONENT HIGH-SOLIDS EPDXY-BASED SYSTEM
<br /> _ � __ ` _ � SUPPLIED IN MANUFACTURER'S STANDARD CARTRIDGE AND DISPENSED iHROUGH A STATIC-MIXING
<br /> � _ LIVE LOADS NOZZLE SUPPLIED BY THE MANUFACTURER. THE ADHESIVE ANCHOR SHALL HAVE BEEN TESTED AND
<br /> ; � _ � � BUILDING RISK CATEGORY II (IBC TABLE 1604.5) QUALiFIED FOR PERFORMANCE IN CRACKED AND UNCRACKED CONCRETE PER ICC-ES-AC308.
<br /> � DOWELS SHALL BE DEFORMED BAR PER "REINFORCING STEEL" NOTE ABOVE. PROVIDE SIZE AND
<br /> � GRAVITY LOADS: EMBEDMENT AS SPECIFIED ON PLANS AND DETAILS. DOWELS SHALL BE INSTALLED PER SIMPSON �
<br /> _ __ i
<br /> — FLOOR . . . . . . . . . . . . . 50 PSF STRONG-IIE'S INSTRUCIIONS FOR SET-XP EPDXY-TIE ADHESIVE. �
<br /> �,T - - LIGHT GAUGE S1EEL FRAMING °UC
<br /> LAIERAL LOADS:
<br /> „ „ (E) 4 X 16 PURLINS SEISMIC . AS NOiED ON PLANS. 14 AND 16 GAUGE CONFORM TO AST?A A653, GRADE D. 18 GAUGE AND LIGHTER t�
<br /> DETAIL c e a�-o"o.c. • • • • • • • • • • • SITE CLASS "�" � o
<br /> 3 5/8" I20 GA� METAL SEISMIC DESIGN CAlEGORY "D" CONFORM TO ASTM 446, GRADE A. MINIIAUM SECTION PROPERTIES FOR STUDS ARE AS FOLLOWS:
<br /> 6� TRACK W/ #8 SCREWS IMPORTANCE FA C T O R Ie = 1.0 6' X 18 GA.; Ix=1.652 IN4, Sx=.542 IN3, �
<br /> • 12"o.c. (STAGGERED) Ss = 1.407g S� = 0.538g 4" X 18 GA.; Ix=.934 IN4, Sx=.467 IN3, �
<br /> Fe = 7.000 Fv = 1.500 3 5/8" X 18 GA.; Ix=.885 IN4, Sx=.472 IN3, � �
<br /> i\ ' 1 Sos = 0.938g Soi = 0.538g WELDS: WELDING SHALL BE IN CONFORAIANCE WITH AWS D 1.3-2008. UTILIZING E60XX OR E70XX � Q
<br /> ��� R = 2 (METAL STUD PARTITIONS) ELECiRODES. THE ENGINEER OF RECORD MAY REQUEST NON DESTRUCTIVE TEST TO YERIFY PROPER
<br /> $'� FOUNDATION WELDS. WEIDING WILL BE PERFORMm BY WABO-CERTIFIED WELDERS.
<br /> v
<br /> FOUNDATION DESIGN WAS BASED ON THE FOLLOWING ASSUMED ALLOWABLE VALUES: nygQs �
<br /> (E) 4 X 16 PURLINS FOOTING BEARING PRESSURE:. . . . 1500 PSF ON DENSE NATIVE MATERIAL OR COMPACTED 2X MEMBERS . . . . . . . . . . . . . . H.F.�2 (Fb=1270 psi REP.) (2 X 6 OR IESS) c:i
<br /> �-� H.F.�2 (Fb=1035 psi REP.) (2 X 8 OR LARGER) �
<br /> i� � J 0 8'-0"o.c. STRUCTURAL FILL (33% INCREASE FOR WIND OR SEISMIC) . w
<br /> 3 5!8" (76 GAI METAL STUDS LATERAL EARTH PRESSURE: . . . . . 35 PCF EQUdVALENT FLUID PRESSURE (ACTIVE) 4X MEMBERS . . . . . . . . . . . . . . D.F.�2 (Fb=1080 psi) (4 X 10 OR LESS) w
<br /> SUSPENDED FROM (EI ROOF IEI 2 X 6 • 24"o.c. , , , , , 250 PCF EQUIVALENT RUID PRESSURE (PASSIVE) D.F.�2 (Fb=990 psi) (4 X 12 OR LARGER)
<br /> TRUSSES W/ I2I #8 SCREWS 6X MEMBERS . . . . . . D.F.$i (Fb=1350 psi) � ¢ T o %
<br /> � 0 EA JOI9T COEFFICIENT OF FRICIION: . . . . . 0.35 LUMBER NOT NOiED TO BE . . . . . . D.F.�2 °� F a a w
<br /> Q,' ��/ i
<br /> A L L E X f E R I O R F O O T I N G S S H A L L B E A M I N I M U M O F 1'-6" B E L O W F I N I S H G R A D E. S L A B S A N D BOLTS IN WOOD CONFORM WITH ASTM A307 z w 3 "�-
<br /> � � � r
<br /> � �, 3 5/8" 120 GA) METAL FOOTINGS SHALL BEAR ON UNDISIURBED SOIL OR STRUCTURAL FILL COMPACiED TO 95% MAXIMUM W � a = o
<br /> O ALL GRADES SHALL CONFORM TO "WWPA GRADING RULES FOR WESTERN LUMBER -- LATEST Q �, � � �
<br /> JOI9T BLKG W/ I21 #8 DRY DENSITY PER ASTM D-1557. CONiRACTOR SHALL PROVIDE POSITIVE PERMANENT DRAINAGE EDITION.' BOLT HEADS AND NUTS BEARING AGAINST WOOD SHALL BE PROVIDED WITH STANDARD E- ui a r, �
<br /> SCREWS EA END o OF BUILDING PERIMETER.
<br /> CUT WASHERS. PLAlE WASHERS A MINIMUM OF 3" X 3" X 1/4' SHALL BE USED AT ALL SILL PLATE `� � `� " �
<br /> 0.� N i-Ni O a
<br /> 3 5/8" (20 �Ai METAL STUDS o �� ANCHOR BOLTS. ALL NEW FRAMING LUMBER SHALL HAVE 19% MAXI�dUM MOISTURE CONTENT AT
<br /> fc = 2500 psi FOR FOOTINGS & SLABS ON GRADE (UNINSPECiED - 5 1/2 SACK MIX) TIME OF INSTALLATION. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE 1REAiED.
<br /> WORKING STRESS DESIGN IAETHOD USED. MIXING AND PLACING OF ALL CONCRETE AND SELECTION ALL NAILS ARE "COMMON" UNLESS INDICATED OTHERWISE. MINIMUM NAILING PER IBC TABLE � �
<br /> C/S1.1 3 5/8" I20 GA1 METAL OF MATERIALS SFIALL BE IN ACCORDANCE WITH THE IBC AND ACI CODE 318. PROPORTIONING 2304.10.1. S4S TYPICAL UNLESS NOTED OTHERWISE. SUBSTITUTION OF OTHERS SPECIES WITHOUT � z
<br /> JOISTS AS SHOWN OF AGGREGATE TO CEMENT SHALL BE SUCH AS TO PRODUCE A DENSE WORKABLE MIX WITH 5°
<br /> WRITTEN APPROVAL OF THE ENGINEER IS PROHIBITED. MISCELLANEOUS HANGERS TO BE SIMPSON �
<br /> MAXIMUAI SLUMP WHICH CAN BE PLACED WITHOUT SEGREGATION OR EXCESS FREE SURFACE WATER. OR I.C.C. APPROVED EWAL ALL CONNECTORS FOR PRESSURE TREATED LUMBER AND ALL NAILS IN :
<br /> 4 X 8 W/ 9IMPSON FOR ADMIXTURES, SEE SPECIFICATIONS. 1/2" CHAMFER ALL EXPOSED EDGES, UNLESS INDICATED EXTERIOR SHEATHING SHALL BE HOT-DIPPED GALVANIZED. NAIL ALL HOLES WIiH NAILS AS � �
<br /> " R E C E P T I O N D E S K C E I L I N G F R A M I N G P L A N ,_ , LUS48 HGRS EA END OTHERWISE ON ARCHITECTURAL DRAWINGS. WATER CURING SHALL BE USED. AIR ENTRAIN ALL SPECIFIED BY MANUfACTURER UNLESS NOTED OTHERWISE ON DRAWINGS. =
<br /> S„ CONCRETE EXPOSED TO WEAIHER WITH 3� TO 69 AIR BY VOLUME. N�� ��%y���� �
<br /> 9/8' = 1 0
<br /> BOLTED BRACKET REINFORCING SiEEL NAILS SHALL BE COMMON, AMERICAN OR CANADIAN MANUfACTURED ONLY WIiH MINIMUM
<br /> �.
<br /> CONNECTION PER ALL CONCRETE REINFORCING STEEL SHALL 8E DEFORMED PER ASTM A615, GRADE 60 (f�60,000 DIAMETERS AS FOLLOWS: °
<br /> FAN MANUFACTURER psi) EXCEPT ALL �!!4 SLAB DOWELS SHALL BE GRADE 40 (fy=40,000 psi). LAP CONTINUOUS MINIMUM NAIL SHANK MINIMUM �-
<br /> 4
<br /> REINFORCING BARS 30 BAR DIAMEiERS, 1'-7` MINIMUM UNLESS NOTED OTHERWISE. CORNER BARS NAIL DESIGNAIION DIAMETER (IN) NAIL LENGTH ' � '' �`��y j`�
<br /> 8'-0"o.c. 8'-0"o.c. (1'-7" BEND) WILL BE PROVIDED FOR ALL HORIZONTAL REINF. DETAIL STEEL IN ACCORDANCE �"€ r `_ �y�
<br /> 8d 0.131"0 2 1/2" � �n m
<br /> WITH "ACI MANUAL OF STANDARD PRACTICE OF DETAILING REINFORCED CONCRETE $TRUCTURE$". .y r ,� a a
<br /> WELDED WIRE FABRIC (WWF) TO CONFORM YYITH ASTM A185. REINFORCING HOOKS TO COMPLY 10d D.148"0 3" w w � � ¢ Z
<br /> (E� 4X 18 PURLINS 0 8'-0"o.c. WITH STANDARD ACI HOOKS. �
<br /> 16d SINKER OR 12d 0.148"0 3 1/4" ,� � �`` pj�
<br /> UNLESS NOTED OTHERWISE, COVER TO MAIN REINFORCEMENT TO BE: `t� � S'�� 5
<br /> t6d 0.162"D 31/2" �'
<br /> (EI PLYWOOD 3HEATHING CONCRETE CAST AGAINST & �,O
<br /> PERMANENTLY EXPOSED TO EARTH . . . . . . . 3 INCHES 20d 0.192"0 4"
<br /> CONCRETE EXPOSED TO EARiH OR WEATHER . . 1 1/2 INCHES (#5 BARS & SMALLER)
<br /> �EI 2 X 6 • 24"o.c. . . . .2 INCHES (�j6 THRU �18 BARS) SIYPSON SIRONG-TIE HARDWARE
<br /> CONCRETE NOT EXPOSED TO WEATHER ALL FRAMING HARDWARE SHALL BE SIMPSON SIRONG-TIE OR ENGINEER APPROVED EQUAL.
<br /> OR IN CONTACT WITH GROUND . . . . . . . . . .3/4 INCHES (�11 BAR & SMALLER) CONTRACTOR SHALL INSTALL ALL FRAMING HARDWARE WITH SIZE, TYPE AND NUMBER OF
<br /> . . . . . . . . . 1 1/2 INCHES (#14 & #18 BARS) FASiENERS SPECIFIED BY THE MANUFACTURER. �
<br /> YISCaLAMEOUS SiFEI PLAiES SPECIAL CONDITIONS M
<br /> CONTRACTOR SHALL NOTIFY ENGINEER OF RECORD OF ANY UNUSUAL OR UNSAFE CONDITIONS
<br /> MISCELLANEOUS STEEL PLATES SHALL CONFORM TO ASTM A36 (f�36,000 PSI). WELDS NOT O
<br /> SPECIFIED SHALL BE 1/4" CONTINUOUS FILLET FAINIMUM. ALL WELDS TO BE BY WABO CERTIFIED �ICH ARE DISCOVERED DURING CONSIRUCTION. SO�fE DETAILS WERE BASED UPON ASSUMED � � N
<br /> WELDERS -- USE FRESH E70 ELECTRODES. MISCELLANEOUS HANGERS TO BE SIMPSON OR I.C.C. CONDITIONS SINCE THEY WERE NOT CLEARLY SHOWN ON ORIGINAL DRAWINGS. ANY
<br /> — — — — — — — — — — — — — — — — — — — — — —
<br /> — APPROVED EQUAL NAIL ALL HOLES WITH NAILS AS SPECIFIED BY MANUFACTURER UNLESS NOTED DISCREPANCIES BETWEEN OUR DETAILS AND ACIUAL CONDITIONS SHOULD BE CALLED TO OUR � �
<br /> � � � � — �} - - - OTHERWISE ON DRAWINGS. MACHINE BOLTS TO BE A-307. ANCHOR BOLTS INTO CONCRETE SHALL ATTENTION PRIOR TO CONIINUATION OF WORK. CONTRACTOR SHALL VERIFY ALL D
<br /> — - - - - - - - - - -
<br /> NAVE MINIMUM EMBEDMENT PER IBC TABLE 1908.2. FIELD AIJD SHALL PROVIDE ADEQUATE SHORING AND BRACING OF ALL STRUCTURAL MEMBERS � W Q�
<br /> DURING CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER OF ALL FIELD HAN
<br /> I � I INSTALLATION. � W
<br /> i i i _ � Q
<br /> 6" I16 GA) METAL—� I 8" �18 GAI CONT METAL � �
<br /> JOISTS 6 16"o.c. � TRACK W/ (3� #10 SCREWS I SUSPENDED BIG ASS � �
<br /> � 18"o.c. b I21 #10 SCREWS FAN
<br /> I I INTO EA 6" (16 GA� � � ~
<br /> METAL tRADIUS D• TRACK W/ � I METAL JOIST � W W �
<br /> (9) f8 SCREWS INTO EA 8" ��� � � W �
<br /> METAL JOIST 6 l2) #70 I I �r
<br /> SCREWS INTO EA 3 5/8" 116 � li �
<br /> GAI METAL 9TUD I i I � f W �
<br /> FAN ATTACHMENT a N ' �
<br /> i i �p W �9
<br /> D
<br /> �
<br /> � � SECTIOI�! GENERAL NOTES � 0
<br /> �}� 6" h8 GA� METAL STUD � I S�•� 3/4' = T-o•
<br /> I V I WALL • 18"o.c. �
<br /> �
<br /> I I
<br /> I
<br /> IE� GLB
<br /> 3 5/8" �16 GA) METAL II I GRIPPLE BRACKET
<br /> STUDS PER PLAN � � , SUPPORT • 10'-0"o.c.
<br /> �I ' EA SIDE ALTERNATE i NIS �uE f'�t
<br /> � ' I :�t;,4WINGS �
<br /> �o� �` �I� .l��' �`_ _ �
<br /> � I �f s;.�t,.s. �Tl�6�":i,
<br /> 3 5/8" (20 GA) CONT�
<br /> 3 5/8" [20 GAI METAL I I METAL TRACK W/ 121 #8 � � � J
<br /> STUD JOIST PER PLAN � � SCREWS EA STUD GRIPPLE FASTENER Q
<br /> SPOKED TO FORM ll I
<br /> GEAR CEILING SYSTEM I � r �'
<br /> BULKHEAD II —3/16" (7X19) WOVEN vt.r� �•r ���R� ' �s ` �
<br /> �6.- - - � - - - - - - i�i � - - - � - - - - - �_ - - - i, WIRE CABLE _���4 ���;� , _„�� ` �.�� II `� „rp9 W �
<br /> — — - - - - - - - - - - - - - — y,-
<br /> . C� • - - - - — — I � • I ��I`� � �
<br /> _ � — � -- — � �
<br /> I�i � �I�� '� � I
<br /> � �� � �
<br /> � � � I � �} � 3/8" GRIPPLE STUD �
<br /> CEILING : -- .._-T �_--:.�-r .-rT i:_��—r_s�z-- __ ._ :
<br /> _ _ �e . �
<br /> �6. . _�_ — — — — — — I TO ATTACH TO TV , r` s 4���s�;�.� �� '--6 � `; �
<br /> BULKHEAD_ _ ' �� - — — - � — — (2j #8 SCREWS EA �I TRUSS 0 10'-0"o.e. ;' ��1 ' �
<br /> ���'-o' STUD CONNECTION � . , ; ; �"''J
<br /> � -- ! J JL 2 6 20A ���e�� ����
<br /> r� (rr'n -r-;.
<br /> METAL STUD WALL � ' v�''�`�� ` � � ` ' ��� ��/��n�
<br /> BEYOND ���� ��
<br /> � 3 5/8" 120 GAI METAL
<br /> �H9CD.
<br /> � STUDS TO FORM GEAR
<br /> � CEILING SYSTEM
<br /> �
<br /> 0
<br /> TV TRUSS BY
<br /> OTHERS
<br /> ■
<br /> "� TV TRUSS CONNECTION
<br /> �
<br /> � C B
<br /> � SECTION
<br /> � s,., 3/4- = r_o• s,,, S E T I N ��.• : ,�_o• o�
<br /> �C 2077 B&T DESIGN & ENGWEERING, INC
<br />
|