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-,----�',r---�-
<br /> INSULATION i �� � ��„ �
<br /> PER ARCH. ��4 2„ � � ! �
<br /> UPPER PANE� �UPPER PANEL -� ����:; _,. <,''% � ��
<br /> POINT (TYP.� ;, �:
<br /> I I POINT (TYP.) �
<br /> HVAC UNIT & CURB
<br /> ONE ANGLE GREATER - - - - - - PER MECHANICAL � � �
<br /> (E.S. JOIST) CONCENTRATED THAN 3" 1 ��2 " TYPE �B' DRAWINGS . . s s
<br /> BY JOIST LOAD ., � � � � � � � � i � � l ;
<br /> MANUFACTURER � PANEL ROOF dECK
<br /> ' • � 6 • � �
<br /> JOIST SPACING ( POINT �
<br /> JOIST 6x6x3/a
<br /> PER PLAN � ' ' ' UNDER ALL EDGES
<br /> � . PER PLAN �/4
<br /> - - OPEN WEB �r SEE "DIAGONAL OF HVAC UNIT
<br /> � � STEEL JOIST BRACE DETAIL" 12503 Bel-Red Road, Suite 101
<br /> RIGID INSULATION ( O � O � O Bellevue, WA 98005
<br /> D ETAI L 1 425 646 1818 f 425 646 4141
<br /> PER ARCH. 1� HANG WITHIN 3 OF ANY UPPER PANEL POINT FOR K SERIES JOIST. p
<br /> �4x4x3/a „ ,> T-J',�--�-
<br /> STEEL DECK A-3.0 - - - �2 HANG WITHIN 3" OF ANY LOWER PANEL POINT FOR K SERIES JOIST. � �
<br /> i
<br /> PER PLAN �16 2„ o X o o X �3 TRAPEZE BETWEEN ANY PANEL POINTS. i �
<br /> 7 � X 7 ( Q �
<br /> � � � � � (�4 ADD AN ANGLE E.S. TO STIFFEN THE TOP CHORD. SEE "DIAGONAL
<br /> [V.� AR�ES] _ _ _ _ _ _ _ _ _ _ Q �d' Q �� STEEL DECK
<br /> �� - m m _ _ BRACE DETAIL . PER PLAN 3fis 2"
<br /> �..4x4x3/$ CONCENTRATED U5 ADD AN ANGLE E.S. TO STIFFEN THE BOTTOM CHORD. SEE "DIAGONAL UNDER�VOOD GARTLAND
<br /> � � PANEL i LOAD BRACE DETA{L'. ` � �
<br /> I 3/16 WELD BY JOiST '
<br /> y2�� �.3x3x%$ POINT GREATER MANUFACTURER NOTES: � D E V E L O P M E N T
<br /> THAN 3" (np.� \ � J z�6x6x3/a
<br /> � MAX. NOTES: 1) DO NOT CUT OR DRILL THRU ANY JOIST MEMBER. � � ' HVAC SUPPORT
<br /> �.4x4x% NOTES: � \ � 500# MAX. p0 BOX 3513, BELLEVUE, WA 98009
<br /> I ) 1) WHERE CONCENTRATED LOADS ARE SUPPORTED BY JOIST CHORDS 2) THIS DETAIL IS APPLICABLE TO LOADING FROM MECHANICAL EQUIPMENT, � z�.6x6x3/a HVAC � REACTION
<br /> EACH EDGE 1 ATTACH DECK TO ANGLES PER DECK II
<br /> BAR JOIST OF OPENING ATTACHMENT SCHEDULE THIS SHEET). & ARE LOCATEQ MORE THAN 3" FROM A PANEL POINT CENTERLINE, SPRINKLER PIPES, ETC. JOIST PER SUPPORT FRAME
<br /> PER PLAN � ( REINFORCE THE JOIST WITH AN ANG�E BY JOIST MANUFACTURER 3) ROOF JOISTS ARE DESIGNED TO SUPPORT AN EQUIVALENT UNIFORM PLAN (BEYOND) JOIST GIRDER OR
<br /> ��� 2) THIS DETAIL MUST BE USED FOR ALL (E.S. JOIST), EXTENDING FROM THE POINT LOAD TO THE NEAREST COLlATERAL DEAD LOAD OF 6 POUNDS PER SQUARE FOOT (OF ROOF BEAM PER PLAN PROVIDE ADDITIONAL
<br /> OPENINGS LARGER THAN 6". PANEL POINT ON THE OPPOSITE CH�RD. AREA) FOR THE SUPPORT OF SUSPENDED CEILINGS, DUCTS, SPRINKLER JOIST PER PLAN WEB PER JOIST
<br /> 3) OPENINGS LARGER THAN 4'-0" WIDE MUST 2) REMOVE LOAD FROM JOIST PRlOR TO WELDING ANGLE. LINES, ETC. (15 PSF TOTAL DEAD LOAD). MFR REQUIREMENTS
<br /> BE REVIEWED BY THE ENGINEER.
<br /> DET^IL 2 DET�IL 3
<br /> ALLOWAB LE M ETH 0 D S 8c
<br /> TYP I �AL R 00 F TYP I CAL M EC HAN I CAL U N IT
<br /> LQCATIONS FaR HAN� ING LOADS
<br /> SECTI� N A- 3 . o OPENING FRAMING SUPPORT DETAILS ��_ SHUTLER
<br /> SCALE: 3/4"=1�-o�� SCALE: "=1�-o�� D IAGO NAL B RAC E Q ETAI L FRO M Q P EN WEB STEEL J 01 STS SCALE: 3/4��=��-o�� _�e CONSULTING
<br /> �4
<br /> ___ ENGINEERS Inc.
<br /> 12503 Bel-Red Road, Suite 100
<br /> �o O 1 I � � S C H E D U L E Bellevue, Washington 98005
<br /> R 0 0 F G I R D E R D E S I G N C R I T E R I A R 0 0 F D E C K (425)450-4075 FAX: (425)450-4076
<br /> AT1-ACHMENT SCHEDULE C�2017
<br /> MARK SIZE REINFORCEMENT L.OAD UNIFORM LOAD (V�" Allrightsreserved_ Nopartofthisdocumentmaybe
<br /> MARK DEPTH NOMENC�ATURE uP��� reproduced,in any form or by any means,without
<br /> T.�... L.L. T.L. L.L. permission in writing from Shutler Consuiting Engineers: Inc.
<br /> No. OF PINS PER 36" SIDE LAP ALLOWABLE
<br /> F3.0 3'-0"x3'-0"x0'-10" 3-#5 E.W., BO�iTOM „ K K MARK GAGE WIDE SHEET AT EACH
<br /> RG-1 60 60G9N18.6 18.6 10.OK -- -- 5 PSF SUPPORT FASTENING SHEAR . •
<br /> F3.5 3'-6"x3'-6"x0'-10" 3-�5 E.W., BOTTOM
<br /> RG-2 36" 36G6N18.6 18.6K 10.OK -- -- 5 PSF ID 22 4 PINS V.S.C. � 24"o.c. 436 PLF
<br /> F4.0 4'-0"x4'-0"x0'-11" 4-#5 E.W., BQTTOM
<br /> RG-3 36" 36G7N 17.2 17.2K 9.4K -- -- 5 PSF II 22 4 PINS V.S.C. � 12"o.c. 579 PLF
<br /> F4.5 4'-6"x4'--6"x1'-0" 4-�5 E.W., BOTTOM
<br /> RG-4 54" 54G9N21.9 21 .9K 11.9K -- -- 5 PSF I 22 7 PINS V.S.C. C� 12"o.c. 795 PLF
<br /> F5.0 5'-0"x5'-0"x1'-1" 5-#5 E.W., BOTTOM
<br /> RG-5 60" 60G10N21 .9 21 .9K 11.9K -- -- 5 PSF IV 22 7 PINS V.S.C. � 6"o.c. 1047 PLF
<br /> F5.5 5'-6"x5'-6"x1'-2" 6-#5 E.W., BO�TTOM ����
<br /> RG-6 40" 40G7N21 .9 21.9K 1 1.9K -- -- 5 PSF ROOF DECK ATTACHMENT SCHEDULE NOTES: �L\ 9-20-17 PERMIT REVISIONS
<br /> 1) DECK TO BE WELDED TO STRUCTURAL SUPPORT w/ HILTI X-EDNK22 PINS. -�- 8-1-17 PERMIT COMMENTS
<br /> F6.0 6'-0"x6'-0"x1 '-3" 5-�6 E.W., BOl-fOM RG-7 54" 54G9N17.6 1?.6K 9.5K -- -- 5 PSF 2) SIDE LAP FASTENERS SHALL BE V.S.C. (VERCO SIDELAP CONNECTION) PER 5-9-17 PERMITSET
<br /> SCHEDULE. issue No. n�re ITEM
<br /> F6.5 6'-6"x6'-6"x1 '-5" 6-#6 E.W., BOTf'OM R�-g 60" 2 6QG10N17.6 17.6K 9.5K -- -- 5 PSF 3) SEE GENERAL NOTES (SHEET S-1 .0) FOR MINIMUM DECK PROPERTIES.
<br /> 4) WHERE DECK IS PERPENDICULAR TO DIAPHRAGM BOUNDARY, PROVIDE PINS � ' � � � � � �
<br /> F7.0 7'-0"x7'-0"x1'-6" 7-#6 E.W., BOTTOM RG-9 40" 40G7N17.6 17.6K 9.5K -- -- 5 PSF 6"o.c. WHERE DECK IS PARALLEL TO DIAPHRAGM BOUNDARY, PROVIDE PINS �
<br /> 6"o.c. MINIMUM.
<br /> F7.5 7'-6"x7'-6"x1'-7" 7-�6 E.W., BOTTOM „ K Qlgltd��}/
<br /> RG-10 36 36G6N22.4 22.4 11 .OK -- -- 5 PSF
<br /> � signed by
<br /> F8.0 8'-0"x8'-0"x1 '-8" 8-#6 E.W., BOTTOM _ '-`'
<br /> RG-1 1 60" 60G 1 1 N 1 1 .5 1 1 .5K 6.4" 0.22K 0.08" 5 PSF � � �� oE w�sy�t9 J o h n
<br /> � � `�' y y Headland
<br /> F8.5 8'-6"x8'-6"x1 '-9" 7-�7 E.W., BOTTOM RG-12 72/90/72 72/90/72G15N11.5 11 .5K 6.4K 0.22K O.OSK 5 PSF
<br /> i s �
<br /> , � „ , � � � � � , ��'���, 3,�, y,����,� Date:
<br /> F9.0 9'-0'x9 -0 x1 -10" 8-#7 E.W., BOTTOM RG-13 48" 48G9N11.5 11 .5K 6.4K 0.22K 0.08K 5 PSF 4 FASTENERS �SS�ONA! EE��'�� �017.�9.19
<br /> 36/4 PATTERN I �PER SHEET 15:52:� 2
<br /> F9.5 9'-6"x9'-6"x1'-11" 8-#7 E.W., BOTTOM i PER SUPPORT
<br /> ROOF GIRDER SCHEDULE NOTES: 36/7 PAl-i�ERN • • • • ° -U7�OO�
<br /> 1) LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO SPAN/360. � 7 FASTENERS
<br /> F10.0 10'-0"x1 Q'-0"x2'-0" 9-#7 E.W., BOTTOM TOTAL LOAD DEFLECTIONS SHALL BE LIMITED TO SPAN/240. 3'-0" COVERAGE PER SHEET
<br /> PER SUPPORT ' � s • � ' o
<br /> 16-#7 LW., TOP 2) MECHANICAL EQUIPMENT �OADS, ROOF TOP UNIT LOADS &
<br /> FA 12'-0"x49'-6"x4'-0" 16-#10 L.W., BOTTOM SPRINKLER MAIN LOADS ARE IN ADDITION TO �oaos sHowN. DECK-TO-SUPPORT STRUCTURE
<br /> #7 � 12"o.c. S.W., T&B 3) DEPTH OF JOIST GIRDER BEARING TO BE 7Y2". �
<br /> FASTENER PATTERNS UGJ 63 - FedEx
<br /> FB 8'-0"x34'-0"x2'-0" 9-#8 L.W., T&B 4) TOTAL LOADS SHOWN INCLUDE AN 80 PLF ALLOWANCE FOR THE
<br /> #5 � 12"o.c. S.W., T&B GIRDER WEfGHT. ADJUST THE TOTAL IF REQUIRED.
<br /> 5) MECHANICAL UNIT LOADS SHOWN 0�! THE DRAWINGS ARE TO BE A , , 17'-6" L'5 17'-6" „ T NARDESON ROAD
<br /> 2 FC 6'-0"x8'-0"x1 '-3" 5-#6 �'W'' ADDED TO THE LOAD(NG INDICATED IN SCHEDULE. 18 0 -1 29 -2 30' 41 ' 29�-2 30' 15� Everett, WA
<br /> 8-#6 S.W. BOTTOM 6) ROOF GIRDERS INDICATED BY xx/yy DEPTH SHALL BE TAPERED _---�j�
<br /> FROM xx" DEPTH AT THE LOWER ROOF ELEVATION COLUMN TO (� �
<br /> NOTE: SOME FOOTINGS IN SCHEDULE MAY NOT BE USED. yy�� DEPTH AT TNE HIGHER ROOF ELEVATION COLUMN. v 2 � 1° � �
<br /> v 7) ALL GIRDERS WITH A STRAIGHT TAPER END-TO-END TO MAINTAIN BOUNDARY
<br /> � S.W. (TRANSVERSE) CLEAR HEIGHTS MAY, AT THE SUBCONTRACTOR'S OPTION, BE BOUNDARY ATTACHMENT
<br /> DESIGNED & FABRICATED AT A UNIFORM DEPTH EQUAL TO THE ATTACHMENT
<br /> � TQP REINF. IS 2" CLEAR RELEABE FOR: PERMIT
<br /> m L.W. (LONGITUDINAL) BOTTOM REINF. IS 3" CLR. TABUTATED SHALLOW END DEPTH. r�r�: SCHEDULES / DIAGRAMS
<br /> � I I II ID II I II �I II I
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<br /> �
<br /> � EN�INEER: �J H DRAWN BY:
<br /> m
<br /> �
<br /> � E.W. (EACH WAY) TIE TRANSVERSE REiNF. Revieweo ev: JH APPROVED BY:
<br /> �
<br /> � TO TOP OF BOTTOM REINF. � DATE: 'rj-9-�7 �� o
<br /> � & BOTTOM OF TOP REINF. sHeer No:
<br /> I II •
<br /> � TYPICAL PROJECT NO: �7-�$ 9 OF 16
<br /> 3 REINFORCEMENT PLACEMENT
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<br /> � ROOF DECK ATTACHMENT DIAGRAM
<br /> x N SCALE: 1"=8Q'
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