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<br /> � f
<br /> UPPER PANEL f
<br /> � �-UPPER PANEL ' ( � � �
<br /> � � � ; �����
<br /> � °°'��`— a�
<br /> POINT (TYP.) I � POINT (TYP.) GREATER THAN � .
<br /> ONE ANGLE 3" K SERIES, i � N:M N �, ,
<br /> � � � : � � � � (E.S. JOIST) 6" LH SERIES PURLIN PURLW � � € � � v��i�ch �
<br /> BY J 01 ST I-I n I-I I-I � I-I P U R LI N
<br /> � _ - ..... 4 �:....... .,E,,.....�.._. .,....�,..._..
<br /> MANUFACTURER CONCENTRATED � PANEL � I � � � # � �
<br /> � � � � � � � � � � r � i , u
<br /> LOAD POWT 2x6 `° `o `° �W48 HANGER ! � ' � � � } .
<br /> HF26N HANGER �x� c� N N (NP. � 4x8) f � � � � � �
<br /> . (TYP. U.N.O.) HF26N HANGER � ' � � � o
<br /> - - c� IN N c� SMOKE VENT c� c� N (TYP. U.N.O.) � u u u � � � � tn� :�
<br /> OPEN WEB 1 j SEE "DIAGONAL � � � � � w � z Q � 4x6 DF�2 � PURLIN � E ( �oj �
<br /> STEEL JOIST BRACE DETAIL o 0 0 0 0 0 � � o i i o _ � � � ;>� .
<br /> 0 � � 0 � �� F 2 6 2 � � �w; �
<br /> co cn co c� cfl cn : � o °0 � i °o HANGER (TYP. [ � , !�3 'Z � .
<br /> 1 HANG WITHIN 3" OF ANY UPPER PANEL POINT. ,a_,
<br /> O ci Ir� c� M ci r� I M �o �- � � 2-2x) i � � � `Wj �O
<br /> N � � N �� �f � � 4x6 DF �2_ _ _ [ �03 I i=
<br /> � HF36N HANGER �; �Q
<br /> 02 HANG WITHIN 3" OF ANY LOWER PANEL POINT. o o io � o SMOKE n n n VENT E (Tl'P. � 3x6) € � �Zi Z -
<br /> } �o
<br /> 3 TRAPEZE BETWEEN ANY PANEL POINTS. ��- V E N T � � �, R O O F E �w3 w'�
<br /> 0 I N N N W46 HANGER HATCH E ���cn::O
<br /> „ U u - - (TYP. � 4x6) N ; [zi�i�
<br /> O4 ADD AN ANGLE E.S. TO STIFFEN THE TOP CHORD. SEE DIAGONAL - - PURLIN PURLIN _ — u u u u � � cD N � HF26N ; �o'w �
<br /> BRACE DETAIL . PURLW �- �` " � �- HANGER (TYP. i�'> o ..
<br /> . F26-2 HANGER o N o .
<br /> CONCENTRATED � � U.N.O. � �m'�'�
<br /> » wE�� BY �oisr F26-2 HANGER (IYP. � 2-2x) HF26N HANGER � � ) ___� � �____
<br /> �5 ADD AN ANGLE E.S. TO STIFFEN THE BOTTOM CHORD. SEE DIAGONAL � PANEL i LOAD x x ���� ��_ �W�W ���
<br /> MANUFACTURER HF36N HANGER (TYP. U.N.O.) C° ,.� `D � E o
<br /> BRACE DETAIL". POWT (rYP.) �NP• � 2-2X) NOTE: ARCHITECT MUST N N ; ��, � � ,
<br /> GREATER THAN APPROVE THE USE OF � �
<br /> TYP. � 3x6 NOTE: ARCHTECT MUST c� o N o
<br /> HF36N HANGER � �
<br /> 3" K SERIES, (TYP. � 3x6) THIS ALTERNATE DETAIL APPROVE THE USE OF u u u p
<br /> NOTES: 6�� LH SERIES • .
<br /> PRIOR TO USE. THIS ALTERNATE DETAIL
<br /> 1) DO NOT CUT OR DRILL THRU ANY JOIST MEMBER. NOTES: PURLIN .
<br /> PRIOR TO USE. O� � -o co .
<br /> 1) WHERE CONCENTRATED LOADS ARE SUPPORTED BY JOIST CHORDS & �'? ° � � `�
<br /> 2) THIS DETAIL IS APPLICABLE TO LOADING FROM MECHANICAL EQUIPMENT, ARE LOCATED MORE THAN 3" FROM A PANEL POINT CENTERLINE, � � c� '� � N °'
<br /> SPRINKLER PIPES, ETC. FOR K SERIES JOIST OR 6" FOR LH SERIES JOIST, REINFORCE S K Y L I G H T A L T E R N A T E S K Y L I G H T A L T E R N A T E S K Y L I G H T �- �� � °' �' " `�' � .
<br /> THE JOIST WITH AN ANGLE BY JOIST MANUFACTURER (E.S. ROO F HATC H v �
<br /> 3) ROOF JOISTS ARE DESIGNED TO SUPPORT AN EQUIVALENT UNIFORM JOIST) EXTENDING FROM THE POWT LOAD TO THE NEAREST � � ,
<br /> COLLATERAL DEAD LOAD OF 6 POUNDS PER SQUARE FOOT (OF ROOF PANEL� Po�NT oN THE oPPOS�TE �HORo. FRAM I N G D ETAI L FRAM I N G D ETAI L 1 FRAM I N G D ETAI L 2 RA I �� � �
<br /> AREA) FOR THE SUPPORT OF SUSPENDED CEILINGS, DUCTS, SPRINKLER F M N G D ETAI L �, � � �: o
<br /> LINES, ETC. (15 PSF TOTAL DEAD LOAD). 2) REMOVE LOAD FROM JOIST PRIOR TO WELDING ANGLE. � `^ v � �;-; .
<br /> ;� o +� v �
<br /> a, � � � � N .
<br /> ALLOWAB LE M ETH O DS 8c o .�� o � �
<br /> 10d NAILS 1Ya» �R ,
<br /> LO CATI O N S FO R HAN G I N G LOAD S �SPACING PER J � N .�,3�y, .
<br /> NAILING SCHEDULE) Y4" 5/$' yh�� • ��'
<br /> ROOF GIRDER DESIGN CRITERIA � . .
<br /> FROM OPEN WEB STEEL JOISTS DIAGONAL BRACE DETAIL �odX�B" NAIL Y4�� � a
<br /> THRU SHEATHING "� °'�f''�S 'a�E�`'y`
<br /> L O A D P 1 U N I F O R M L O A D s E i s M i c A x i a� Y 4"M i N. �
<br /> MARK DEPTH NOMENCLATURE N� LOAD (WORKING & HANGER TOP -�p. - � � U �
<br /> T.L. L.L. T.L. L.L. U P LI F7 STRESS) FLANGE (TYP.) i �_ � ,.
<br /> � � p o � �;
<br /> RG-1 54" 54G6N20.8K 20.8K 12.5K -- -- 2 PSF 51.7K \ I � � �o�i �= m
<br /> NAIL MUST BE Z �Y, �,o o �° o =
<br /> S T I F F E N E R IN THIS AREA �i E-i W +��� � -= w
<br /> RG-2 36" 54" 36 54G5N SPECIAL K K HF HANGER 3 3 ALL�WABLE NA�L F � Z � o� U ��� . .
<br /> / / 10.OK 6.5 0.28� 0.125� 2 PSF 33.3 1/4 LVL 1/4 LSL =
<br /> TOP FLANGE � LOCATION � Z � b*'� � � �
<br /> OR 3x DF NAILER x O Z o � .. � �� �
<br /> S H E A T H I N G P�N B Y J O I S T M F R. IN HANGER � � W a�� @ 3 .
<br /> RG-3 54" 54G5N SPECIAL 1 O.O K 6.5 K 0.28� 0.125� 2 PSF 33.3 K T�P F L A N G E 'b ��" � � �'
<br /> 10dx2Y 8" NAIL THRU NAILER WIDTH MUST 3"-1'-0" ���n � � ° . -
<br /> SHEATHING & TOP BE EQUAL TO OR � �;� z � m
<br /> F L A N G E O F H A N G E R L A R G E R T H A N J O I S T � �� � �:�
<br /> ROOF GIRDER SCHEDULE NOTES: P1 P1 P1 P1 TOP CHORD WIDTH ��o N ._ � .
<br /> 1) LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO SPAN/360. UNIFORM � � �'� co �; � .o - .
<br /> TOTAL LOAD DEFLECTIONS SHALL BE LIMITED TO SPAN/240. LOAD 13/4 LVL, �3/4 LSL ��� a�� N
<br /> . OR 3x DF NAILER I �' c� �`' _ � �
<br /> 2) MECHANICAL EQUIPMENT LOADS, ROOF TOP UNIT LOADS & BY JOIST MFR. i �� � Q
<br /> SPRINKLER MAIN LOADS ARE IN ADDITION TO LOADS SHOWN. Y4"MAX. 2x OR 3x STIFFENER �
<br /> GAP I (SEE NAILWG SCHEDULE �
<br /> �O OTI N G S C H E D U LE 3) DEPTH OF JOIST GIRDER BEARING TO BE 7Y2 . i & DETAIL A-5.0)
<br /> RG-2 & 3 LOADING DIAGRAM NorE: z
<br /> 4) TOTAL LOADS SHOWN INCLUDE AN 80 PLF ALLOWANCE FOR STIFFENER INSTALLATION -
<br /> MARK SIZE REINFORCEMENT THE GIRDER WEIGHT. ADJUST THE TOTAL IF REQUIRED. (SEE PLAN FQR SPACING) CONN. BY JOIST / .
<br /> MUST BE INSPECTED BY AN MFR. (TYP.) Q
<br /> INDEPENDENT INSPECTION � �, . ,
<br /> 5) MECHANICAL UNIT LOADS SHOWN ON THE DRAWINGS ARE TO AGENCY. INSPECTOR MUST BAR JOIST PURLW �
<br /> F3,0 3'-0"x3'-O��xO'-10" 3-#5 E.W., BOTTOM BE ADDED TO THE LOADING INDICATED IN SCHEDULE. VERIFY INSTALLATION MEETS ( PER PLAN
<br /> THIS DETAIL & PROVIDE � .
<br /> 6) ROOF GIRDERS INDICATED BY xx/yy DEPTH SHALL BE WRITTEN REPORT STATING i ,
<br /> F3.5 3'-6"x3'-6"x0'-1 1 " 3-#5 E.W., BOl-fOM TAPERED FROM xx" DEPTH AT THE LOWER ROOF ELEVATION CONFORMANCE. I � Z
<br /> COLUMN TO yy" DEPTH AT THE HIGHER ROOF ELEVATION �� O
<br /> COLUMN. � O
<br /> F4.o 4�-o��X4�-o��X,�-o" 5-#5 E.W., T&B TYP . ROOF STIFFENER HANGER U �n � �
<br /> 7) ALL GIRDERS WITH A STRAIGHT TAPER END-TO-END TO � CJ
<br /> MAINTAW CLEAR HEIGHTS MAY, AT THE SUBCONTRACTOR�S I N STALLATI 0 N R EQ U I R E M E NTS � � W Z �
<br /> F4.5 4'-6"x4'-6"x1'-1" 5-#5 E.W., T&B OPTION, BE DESIGNED & FABRICATED AT A UNIFORM DEPTH =
<br /> EQUAL TO THE TABULATED SHALLOW END DEPTH. � � W • ,
<br /> � � r � � .
<br /> F5.0 5'-0"x5'-0"x1'-2" 5-#5 E.W., BOTTOM � � � �
<br /> � � � � .
<br /> F5.5 5�-6��x5�-6��x,�-3" 6-#5 E.W., Bo-�oM H I G H S H EAR R00 F D IAP RAG M .� p �
<br /> H ROOF DIAPHRAGM � � w
<br /> F6.o 6�-o��x6�-o��x,�-5�� 5-#6 E.W., Bo-�oM NAI LI N G S C H E D U LE NAI LI N G S C H E D U LE � �S � w . �
<br /> 1 4 � O �
<br /> F6.5 6'-6"x6'-6"x1'-6" 6-#6 E.W., BOTTOM SHEATHING STIFFENER NUMBER NAIL SPACING ALLOWABLE STIFFENER AT CONTINUOUS PLYWOOD ALLOWABLE
<br /> MARK THICKNESS AT PLYWOOD OF ROWS ALONG CONTINUOUS SHEAR MARK SHEATHING PLYWOOD JOINT EDGES LAYUP DETAIL SHEAR z U '_ W
<br /> & GRADE JOINT OF NAILS PANEL EDGES DET. aa ,
<br /> F7.0 7'-0"x7'-0"x1'-7" 7-#6 E.W., BOTTOM i5 ,> t5 " 2x6 6"o.c. aa 320 F� A
<br /> I STRUCT I 3x6 2 4'�o.c. 815#i�-r OO /32 #� _ � ,
<br /> , „ � » � » I � � Q �
<br /> F7.5 7 -6 x7 -6 x1 -8 8-#6 E.W., BOTTOM a 15j32>' 2x6 4"o.c. aa 425#/FT W N �
<br /> NOTES: � _ � .
<br /> # 1) ALL NAILS TO BE 10d COMMON (.148"�Dx2" MINIMUM LENGTH). II o ,f �
<br /> F8.Q 8'-0"x8'-0"x1'-9" 8- 6 E.W., BOI-I-OM » ,� ,�, `l
<br /> � �5/32 2x6 3 o.c. aa 568#/FT Cn - Q ,�
<br /> 2) SPACE NAILS � 12 'o.c. AT ALL INTERMEDIATE FRAMING _J U ❑
<br /> F8.5 8'-6"x8'-6"x1'-11,� 8-#7 E.W., BOTTOM MEMBERS. II o � N .
<br /> NOTES: �
<br /> 3) PROVIDE 3x6 STIFFENER w/HF36N HANGER EACH END AT ALL W (� N ,
<br /> PANEL EDGES IN MARK IV . 1) SHEATHING TO BE APA STRUCTURAL I PANELS WITH STRENGTH AXIS � � N
<br /> F9.0 9'-0"x9'-0"x2'-0" 8-#7 E.W., BOTTOM PERPENDICULAR TO SUPPORTS. DIAPHRAGM � -
<br /> BOUNDARY � '
<br /> 4) PROVIDE 4x6 STIFFENERS w/F46 HANGER EACH END AT ALL » » � �
<br /> 2) NAILS TO BE 1Od COMMON (0.148 �x2 MINIMUM LENGTH). � Q I- Q
<br /> F9.5 9'-6"x9'-6"x2'-1" 9-#7 E.W., BOTTOM SEISMIC STRAPS (SEE SECTIONS A-5.0. SEISMIC STRAPS NOT � � "
<br /> PERMITTED ON PANEL EDGE AT EXTERIOR WALL IN HIGH SHEAR » O 'x
<br /> 3) SPACE NAILS C� 12 o.c. AT ALL INTERMEDIATE FRAMING MEMBERS. Kl
<br /> � DIAPHRAGM. W U �
<br /> �
<br /> L 4) PROVIDE 2 ROWS 10d COMMON � 4"o.c. AT ALL DIAPHRAGM BOUNDARIES. I� Z � Q �
<br /> Q F10.0 10'-0"x10'-0"x2'-2" 10-#7 E.W., BOTfOM 5) HIGH-LOAD DIAPHRAGMS MUST BE INSTALLED WITH SPECIAL J W W u�i
<br /> � INSPECTION. THE SPECIAL INSPECTOR MUST INSPECT THE 5) IF NAILS LONGER THAN 2" IN LENGTH ARE USED THEN 3x6 STIFFENERS WITH �� DET. aa J
<br /> a �2_#� S W STRUCTURAL WOOD PANEL SHEATHWG TO ASCERTAIN WHETHER ' a J
<br /> M BOTTOM HF36N HANGERS EACH END) ARE REQUIRED AT PANEL EDGES IN MARK III . W
<br /> � FA 12'-0"x8'-0"x2'-2" IT IS OF THE GRADE & THICKNESS SHOWN ON THE APPROVED �� J � o
<br /> � 8-#7 L.W., BOTTOM BUILDING PLANS. ADDITIONALLY, THE SPECIAL INSPECTOR MUST V N "
<br /> � VERIFY THE NOMINAL WIDTH OF FRAMING MEMBERS AT , „ , „ CONT. EDGES (n W W
<br /> " 4 -0 x10 -0 IN BOTH - t-
<br /> � NOTE: SOME FOOTINGS IN SCHEDULE MAY NOT BE USED. ADJOINING PANEL EDGES, THE NAIL DIAMETER & LENGTH, THE SHEETS OF DIRECTIONS � ] � '
<br /> ` NUMBER OF FASTENER LINES AND THAT SPACING BETWEEN i � � �
<br /> � FASTENERS IN EACH LINE AND AT EDGE MARGINS AGREE WITH PLYWOOD � �
<br /> � . "
<br /> � S.W. (TRANSVERSE) THE APPROVED BUILDING PLANS. �-��" ' ��`�
<br /> a TOP REINF. IS 2" CLEAR --' �.. � II o � W o � ,
<br /> � L.W. (LONGITUDINAL) BOTTOM REINF IS 3" CLR. � ��SPACING PER , - � �`� �--- �-- ' N U �n
<br /> Q .
<br /> _ ;---1--! SCHED. (TYP.) J~- w� ' __.._.� � U �
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<br /> _ _ ,N �..�' �� T �
<br /> �� ��A -r`� � � �- �� � II � Q � o
<br /> � � � � � � � ?� �v� ��� '��` � ��,� � ��� �� � =� � .� � � � � � � D ET. a a 0 C( �' �
<br /> � . �--- - - ,�;"�r - �x �. �- J .-
<br /> M
<br /> ,. .._ ,_ .
<br /> � � ^ _. . .�-�,c._ 1�^�, ___ . . . �r � � � �
<br /> � � ���.,.��'�_ '�3E -�E :.� _ _ _.� �.� •� '� .; �
<br /> ..� = .
<br /> E E.W. (EACH WAY) TIE TRANSVERSE REINF. � � � �'�1�� �' � � � �' � I ,,,� (� •
<br /> � � � � � � -�� = � .� � ;�w � shee
<br /> _ y � -� ,
<br /> . N �...,-�-' � � �
<br /> TO TOP DF BOTTOM REINF. -� :_v � = >�, � -
<br /> �
<br /> � � � . f� ..w M � . �
<br /> v � _
<br /> � �: , -
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<br /> N & BOTTOM OF TOP REINF. �^W� , _.',° ,��. � ..,�. � �� ��" PANEL ��, �.._ _. �w �;�..." ; � � 0 � � .
<br /> o ,.�, DIAPHRAGM
<br /> , _ .�.. ,�ti� ��..._ a ��.. �=`__
<br /> $ TYPICAL JOINT PLYWD JOINTS � � -- ----- ----- -- BOUNDARY � �
<br /> � REINFORCEMENT PLACEMENT HIGH SHEAR DIAPHRAGM NEEo Nor BE �NTERMEo�a-rE _ . �
<br /> STAGGERED MEMBERS O
<br /> � NAILING DETAIL AT 3x'S 4 ROOF DIAPHRAGM NAILING DIAGRAM (n 5 OF 10
<br /> � D ETAI L Cl Cl SCALE: 1��=50�
<br /> �
<br /> �
<br /> M . .. . . . . . . . . .
<br /> � . . . . . . . . . .
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