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SEE ARCH'L
<br /> T.O. (N) PARAPET
<br /> � �
<br /> 600T200-54 CONT w/ � �
<br /> (2) #10 TEK SCREWS � � PROVIDE 3/8"x4"x0'-4"PLATE
<br /> 3/8"CONT BENT PLATE AT BRACE LOCATIONS (3)#10 1/4"�S x 3" CLOSE EYE
<br /> AT EACH STUD I � (4)#10 TEK SCREWS w/2"VERT LEG SCREWS SCREW w/ 1"MIN (E) 2x6
<br /> 600S162-43 AT 16"o.c. � � TYP � (E)JOIST, SEE PLAN (E) 2x6 PENETRATIO�OOD
<br /> � 3/16 � �
<br /> 1/2" PLYWOOD � + + 362T150-43 w/ 1" 3" 3/16 2-8 �P STEEL SHIM PLATES
<br /> � SHEATHING I �+II �� 600S162-43 @ (2)#10 TEK SCREWS AS REQUIRED (N) OPENfNG
<br /> 91/2" SAKE REINDERSMA
<br /> SEE G.S.N. 16"o.c. AT EACH STUD METAL DECK, SEE PLAN SEE ARCH'L./MECH. DWGS.) N 2x6 SISTERED � A R C hi I T E C T
<br /> � � \ 8d NAILS @ 4"o.c. -TYP @
<br /> o � � \ \ FIELD � ALL(N) SUPPORTS
<br /> €�-� .
<br /> o I I \ \� \ 11 . VERIFY
<br /> r' TO>(E) SUBPURLIN
<br /> � 0 � 362S162-43 @ 16 o.c. � �
<br /> \ \ I I _
<br /> REINFORCE (E)2x6 w/ (N) (2) 2x6 w/SIMPSON (E) PLYWOOD SHEATHING 5450 E. High Street, Suite 200
<br /> \ \ '-�::;�::;-, U26-2 HANGERS TO BE REPLACED AS Scottsdale,Arizona 85054
<br /> � � � � (N)2x6 (D FIR#1)w! + � ' " + + "P REQ'D p:480.515.5123 f:602.513.7193
<br /> 0 600T200-54 CONT w/ � � � I \ \ #12 SCREWS AT 6"o.c. 8" ,
<br /> � (2) #10 TEK SCREWS I I �— \ \ -STAGGERED EQ. EQ. x
<br /> @ EACH STUD& � � � � � a � SEEE PILAN �•sra360,com
<br /> �
<br /> 5/8" DIA x 4 1/2" EMBED TITEN I � �� � 600�200-254 CONT. � � M STEEL BEAM, , -N a �
<br /> HD SCREWS @ 24"o.c. (E) ROOF \ \ W�� )# SCREWS ( I I I ' 3/8"CONT SEE PLAN 9 � �
<br /> I � @ EACH KICKER&w/ �/g (N) 2x6 @ OPENING L3 x 3 x 12GA
<br /> SHEATHING BENT
<br /> � SEE ARCH'L (E)4 x 14 �� � #12 SCREWS @ 12"o.c. + + * + PLATE 3/16 TYP T.O.S w/SIMPSON U26 TYPICAL "
<br /> T.O. (E) PARAPET � 362S162-43 @ 16 o.c. HANGERS
<br /> , A SEE ARCH'L �' ""��,
<br /> I I - 1/4 � (E) JOIST �/ ��
<br /> (E) EMBED/SADDLE/LEDGER � � � I BEAM SEE PLAN , � / �
<br /> FIELD VERIFY ' • • • • • • • � i; (E)JOIST , � �
<br /> ��8 362S162-43 1/4" STIFFENER , ii ,; PL. 3/8 x 8 x 1'-�"w/ \ � 9 GA WIRE
<br /> . . . . AT 16"o.c. � � PLATE EACH SIDE �;.. (2) 5/8" �x 4 1/2" �__�__ :c
<br /> (E) CONCRETE PANEL � • • • • PLYWOOD SHEATHING � + ' + ' ` .,° ;f �� ` TITEN HD SCREWS � L
<br /> ' � SEE ARCH'L � � STEEL BEAM, SEE PLr1N ;; �, �
<br /> # NOTES: 1. IYPICAL FOR ALL OPENINGS IN ROOF WITH GREATER `�
<br /> . : _ ...._........_..... ._.__.: I I
<br /> ` � L2x2x1/4"AT 6'-0"o.c. �' (E) PILASTER THAN 12" DIMENSION.
<br /> '� (N) L3 x 3 x 1/4 x 16" LG. S5OO 4 x 6 IN HU46 (4) #10 TEKS-TYP I I CANOPY BEAM � l /I �
<br /> � w/(3) 5/8" 6 x 4 1/2 EACH END i i NOTE: SEE ARCH ITECTURAL AND DUCT-SEE MECH'L FOR
<br /> - y - SIMPSON TITEN-HD 16 GA.x3"x3"aENr MECHANICAL DRAWINGS FOR LOCATION SIZE & LOCATION Avs JOB #: 7172
<br /> SCREW ANCHORS PLATE w/(2)#10 TEK I I -
<br /> SCREWS EACH STUD STEEL COLUMN AS A.V.SCHWAN&ASSOCIATES
<br /> -TYPICAL OCCURS, SEE PLAN co�vsuLT�NcsTRucTuxn�ENcivEExs
<br /> 1 Y� ��/�L, � � I 1 V 114"�X 3°CLOSE EYE 6000 E.Thamas Road,Suite 1
<br /> 14 � � 2 1/4"S?s x 3" CLOSE EYE Scottsdale,Arizona 85251
<br /> SCREW w/ 1"MIN SCREW w/ 1"MIN Phone:(602)265a3J1 Faz:(480)663•1788
<br /> PENETRATION INTO WOOD (E)2X6 = PENETRATION Wcbsitc:www.�lVSchwan.com
<br /> � INTO WOOD
<br /> , A
<br /> SEE ARCH'L (E)4x12 OR GLB _
<br /> T.O. (N) PARAPET (N)4x6 -SEE PLAN (E) 2x4 I A '
<br /> � � r� ��� r��������� 26GAGEGALV. SHEET I �3x3x12GA � �
<br /> \ TYPICAL / (E) JOIST- � � W �t�i�,�
<br /> 600T200-54 CONT w/ � �
<br /> I I METAL TOP w/ SEE PLAN ��- 4t,
<br /> (2) #10 TEK SCREWS I I ( MECH UNIT I SOLDERED °� �
<br /> AT EACH STUD � � I I I I I MAX. WEIGHT � SEAMS ON 3/4" � �
<br /> (4)#10 TEK SCREWS LEDGER SEE DETAIL 8!- u;
<br /> � � � SEE PLAN I PLYWOOD � 49093 � �w
<br /> 600S�62-43 AT 16"o.c. �� ,�
<br /> I (E) �ONCRETE WALL � I I 9 GA WIRE �'S la�
<br /> TOP ON PLATFORAri �,o `��c;sT��ti �� 4
<br /> 1/2" PLYWOOD � (N) SIMPSON (E) 4x12 OR GLB 2 x 8@ 24" O.C.w/ - ci , �
<br /> + �e ��J � SECURE w/10d I SIMPSON A34 @ EA.CORNER I � S�ONAL �
<br /> � - - - T �ry
<br /> SHEATHING � + �� � 600S162-43 @ � " � METAL DECK-SEE PLAN 10d TOE NAILS 'L �1
<br /> LUS46 HANGER TOE NAILS AT � � / / \ � �/�, �
<br /> � SEE G.S.N. � �+ \� 16"o.c. " � ��4 1(2"� ROD- (N) SIMPSON
<br /> 12" O.C. @ 12"O.C.-TYP � � � <
<br /> o - - - I I � � '.° t9 h THRU BOLT�D 3/16 TYP LUS46 HANGER
<br /> o I I \ \ a L2x2x1/4 BRACE 2 x 8 FRAME � � � +?G
<br /> O � � EXISTG. SHTG.� \ \ /
<br /> � E A C H S I D E D U C T-S E E M E C H'L F O R
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<br /> I I � � `,. � - - � TYP SIZE & LOCATION �' _�
<br /> � � � � `Y' / \ I I \ � ;� �,
<br /> 0 600T200-54 CONT w/ � � \� \� � � � �'z�;
<br /> a' L2x2x1/4 BRACE 1 I 1 � . �
<br /> , 1 ' � TYP _
<br /> � (2) #10 TEK SCREWS I I � � �` ?�. ��� � EACH SIDE _
<br /> 1 1 I � �
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<br /> @ EACH STUD& � � � �� �� � :� BEA�YI SEE �'LAN PIPE 1" DIA. STD OVER 1/2" ROD @ (N) 4 x 6 DOUG FIR SIMPSON HU46 ��� _ _ _ �_ _ _ _ _ �� „� � ��:J A
<br /> 600T200-54 CONT. EACH CORNER OF UNIT 4 TOTAL
<br /> 5/8" DIA x 4 1/2" EMBED TITEN I I � � � ) NO. 1 UNDER HANGERS
<br /> � w/(2)#12 SCREWS � � � � � �� �� �
<br /> FiD SCRFWS @ 24'o.c. \ \ 3/8 CONN. PLATE PERIMETER > C�! �-.° �
<br /> I (E) ROOF � � @ EACH KICKER&w/ '
<br /> � � � n.��
<br /> � � SEE ARCH'L � SHEAT�iING � \ #12 SCREVVS @ 12"o.c. � (2) 3/4" DIA.A325�,1 BOLTS
<br /> ��^� �.�
<br /> � U O -T
<br /> 3/16 TYP � ���� �� �����: � � � ��� �
<br /> T.O. (E} PARAPET �
<br /> � PL. 1/2 x 10 x 1'-0°w/
<br /> SEE DTL 3/5500 SIM SEE DTL 3/S500 SIM � � � � � 5 y
<br /> � . . . . . . (4) 5/8"QS x 4 'I/2" r .�.�.�. � (E) 4x14 tJ C� W � � =
<br /> 1/4" PLA'fE NASNER �� �w
<br /> • . . . . . . T i T E r 1 N D S C R E�A/5 L2x2x1/4° � ��- (E)4x 1 4 SEISMIC SUf'PORTS ARE N�T R�QUIRFD FOR HVAC DUCTWORK IF E�THER THE � � � `` .��r ;
<br /> (STAINLESS STEEL A7�Xl'ERIOFt) ALL(4) SIDES � , � TOP AN� BC�TTJIV! �; � � � � a
<br /> , 4 F�L!C�WING COI�lDITIUNS IS �1�T FUR TNE ENTIRE DUCT RUN: � � �� , a r �
<br /> � � � � a.°
<br /> °` � RUH-1 ! � � �� ;��
<br /> ' ` ' � �I. D�..J C TJ AJ S US�'E f�1 D E D F R O M H A N G E RS 1 2" in. O R L E S S A S M E AS U R E D F R O M T H E c.� ;� � � �N,�-�
<br /> ,: , .
<br /> . • R E I N F O R C E (E)2x 6 w/ 4 x 6 IN NU46 I -625#MAX � � , „ T�P U�T N E D U C T T U T H� 8 0 T T O M O�T H E S U P P O R T W H E R E T H E H A N G E R I S � ��
<br /> (E) CONCRET� PANEL � (N) 2x6 (D FIR#1)w/ � � g -U � � ��
<br /> � � JAT T A C H E U. N A N G E R S M U S�r B E F'O U I T I V E L Y Al'T A C H E D T O T H E D U C T W I T H I N 2 i n.
<br /> ' #12 SCRElNS AT 6"o.c. ���� �N� � ��� O�THE T�F' O�7HE DUC7 WITH�1 MINIMUM OF T�NO#�0 SHEET METAL SCRE�NS. � ' � �
<br /> _ -STAGGERED t�� �"��� L�_,m,�....n.,.,....� L�T E�a L M f J T I�N V�1 1 L L�a O T C A U S E D A N I A G I N G 1 1��1 P a C T N/I T H O T H E R S Y S T E P A�.
<br /> :`
<br /> - �EE �l�L 3/�5UU LATEFL�L NirJTiC��i WILL PlOT CaUSE L05S rJF VE�TICAL�UPPC�RT.
<br /> (E) LEDGER- FIELD VERIFY '�
<br /> 2. DUCTS HAVE A C�US�-�ECTIONAL AREA OF 6 FTZ OR LESS. ��
<br /> . � . .
<br /> .
<br /> .
<br /> t� � . � � 6 ---�.��._�_m____. .� _ �'��UN IU ��t lNED AS Ai�1Y�HaP�GE iN DIftECTION. �.�` ,��-
<br /> 16 GA.x3°x3"BE�lT � ��`'".�.-' ������� �z���'t�`r�"'. ���� 3
<br /> PLATE��v/(�)#10 TEE< - . ' •
<br /> SCREWS EACH STUD r �,�;�T- :�
<br /> -"rYPICAL 1. F:cGTAI�IGULAF2 DUCTWU(�P<�NITi-i A CROSS-SEGTI�JNAL AREA OF 6 50. FT.AN6 � � . �
<br /> E.ARC�cR,R�Ifl SUtiiPEf'JU�D f�/IOFi'F THA�! 12"FFtOM POI�lT OF CC)NNECTIrJi�!TO
<br /> t
<br /> �
<br /> 3/8"CONT BE�1T- STF2UC'�URE TU TO�'OF DUCT SNALL aE BR:aCED IN TWO DIREC�fIONS (90° ` ,�; '-n�
<br /> �� U�'P�ING) USIRtU RU� UF�STRAP C�F �AME �OAD CHARACTERISTICS AS PRIMARY
<br /> , PLAT� ��r12"VERT LEG SUSPEi�JSIU�I RC�U OF ST�AP. - � -
<br /> � SEE ARCH'L -367T15U-43�v/ 2. DIJC7WOREC 2�" II�! DIA�1ETE�AND L�2GER, AND SUSPENI7ED MORE THEiV 12° �
<br /> T.O.(N) PARP,PET �� '�, (2);�10 TEK SCREWS AT Fi'.OM POI�lT (JF CrJNNECTl01�!TO STRUCTURE TO TOP OF DUCT SFiALL BE � � _
<br /> I �A��' ''���� �RACED IN TVVd DI�ECTIUI�JS (90° OPP051NG) USING F20D C�R STFtAP OF SAME ��' * � %
<br /> � 3/1� s _ _
<br /> LOAD CHARACTEF:ISTICS AS PRIMARY SUSPENSION ROD OR STRAP.
<br /> 1/2" PLYWUOD -� I I 600T200-54 COR1T v+a/ 7YP iV1ETAL DECK, ' � � �y 3. DUCTWORK SHALL NAVE TRANSVERS� BRACING AT iV1AXlMUM 30'-0"ON CENTE�
<br /> SHEATHING � � 0 � (2) #10 TEK SCR�WS 3/1e�
<br /> 5E� ��� � ; AND WITH11�1 48" OF �HANGE IN DIRECTION AND LONGlTUDINAL BRACING AT
<br /> ISEE G.S.N. � i AT EACH STUD - - - - - - - -'- - - + + ; � , . °' �'o.'�'�''"'"'"'o�'"'°""a""�'"�'�"'.._"""_�"'��`�'r MAXIMUM 60'-0"ON CENTER. �'�''�„
<br /> I (E) RDOF BEAM, SEE P�N--� ¢ '� _ T + METAL DECK-S�E P�N � I 4. CEILING DIFFUSERS aNG GRILLES SHALL BE SECURED TO TNE STRUCTURAL �
<br /> ' 6005162-43 AT 16"o.c. ( � S!-�EATHING ( I � ; I I ELEMENTS USING R 12 GAUGE CEIL6�lG SUSPENSION WIR�. '
<br /> ; SEE AftCH'L I OOO _ _
<br /> 3/16 2-8 � � � � 3625162-43 '.h' 2 x 8 FRAME � (VIECH UNIT � 26 GAGE GALV. SHEET � �
<br /> T.O. (E) GLB � BEAM, SEE PLAN ; I � � AT 16"o.c. a I -SEE PLAN METAL TOP w/�OLDERED �
<br /> I � ,
<br /> , I PL 3/8 x 4 x 0'-4" BEN$ PLOTE � � I 2 x$ @ 24" O.C.w/ I � SEAMS ON 3/4"PLYWOOD �
<br /> ( I ; � � I � ! ~�� �'�` 10d TOE NAILS � � TOP ON PLATFORM � .
<br /> � I ' ,' � w/2"VE2T i + + + +� @ 12" O.C.-TYP � � �
<br /> LEG 1/8 L3 x 3 x 1/4 CONT. LEDG�R w/ SIMPSON A34 �, �
<br /> SIMPSON SSB CLIP AT � � L2x2x1/4"AT 6-0 o.c. ' �
<br /> EACH STUD w/(3)#14 � � CANOPY BEAM 362S162-43 @ 16"o.c. EA. CORNER
<br /> SHOULDERED SCREWS TO �. 5/8"QS x 4 1/2" TITEN HD ANCHORS @ � �
<br /> EACH STUD AND(3)#12 � I (E)2x6 I , , @ 24" o.c. (STAINLESS STEEL tiT
<br /> SCREWS TO (E) GLB � I AT 24"o.c. •: � � � (E) CO�ICRETE WALL EXTERIOR)
<br /> � � �
<br /> I O I (E) GLB SEE PLAN
<br /> 362S 162-43 ! i �/g � �
<br /> � � SEE P�AN AT 16"o.c. ' � � \ � �
<br /> � I � + + + + ` `�
<br /> + � � � �
<br /> � � '
<br /> � PLYWOOD SHEATHWG <.r rt� (E) SUBPURLIN \ � (E) SUBPURLIN � /"
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<br /> I I SEE ARCH'L �. �
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<br /> (E) JOIST-SEE PLAN �� ( (E) JOIST-SEE PLAN � �
<br /> � � � C� � .
<br /> (4)#10 TEKS -TYP ' \ �
<br /> I I LONGITUDINAL BRACE ,� ( (4)#10 SCREWS � � �
<br /> E -TYPICAL � � �
<br /> iI 16 GA.x3"x3"BENT ( ) GLB � � � �
<br /> PLATE w/(2)#10 TEK L3 x 3 x 12GA �o
<br /> SCREWS EACH STUD �
<br /> TYP I CAL �-
<br /> -TYPICAL
<br /> #10 SEL�TAPING
<br /> � 6 °'1 � �„ DUCT-SEE MECFi'L FOR � SCREWS @ 8"o.c.
<br /> SIZE& LOCATION
<br /> STEEL COLUMN ��4 TYP 5/8" �x 4 1l2"SIMPSON
<br /> � TITEN HD SCREW
<br /> � FOR METAL ANCHOR @ 32"o.c.
<br /> STUD FRAMWG '
<br /> SEE DETAIL 12/-
<br /> 3" DIA.ACCESS HULE
<br /> (E) CONCRETE WALUCOLUMN
<br /> BEAM, SEE PLAN
<br /> B�AM -SEE P�AN BEAM -SEE PLAN
<br /> 10
<br /> (N) 2x6 SISTERED TO(E) SUBPURLIN �
<br /> X MESAL DECK, TYP w/ 16d NAILS @ 8"o.c. STAGGERED Q
<br /> _ SEE PLAN � 3/16 BEAM -SEE PLAN �
<br /> �- - - - - - - - - - - '
<br /> _ _—; -Y
<br /> I; �XT�R�oR SCREWS �E)2x6 (E)2X6
<br /> n1D � N_
<br /> ; ; � date: I/5/IS
<br /> Y2, BEAM, SEE PLAN ; 1/4" STIFFENER
<br /> �( � M� , ! PLATE EACH SIDE � . : issued for:
<br /> METAL DECK, I'
<br /> SEE PLAN � - PL 3/8 x 12 x 1'-0" �
<br /> o w/(2) 5/8"f�x 4 1/2"SIMPSON (3)#10 SCREWS i��i�MIT SU�MITT�4L
<br /> : `- TITEN HD (8"CL-CL) (E)JOIST- � I /� � revision no.: date:
<br /> 1/4" COLUMN CAP 3/16 - 1'-0" FROM EA SEE PLAN �
<br /> � ; COL&4'-0"o.c. MAX. (N) 2" DRY PACK � � _ _
<br /> 0
<br /> �, �- -f TRANSVERSE
<br /> � � „ • . � .•. �, � .; . � BRACE
<br /> O I i i I 1/4 TYP I �'�•° � . L3 x 3 x 12GA TYPICAL o
<br /> `'' � I � I BEAM, SEE PLAN I I 3/16 TYP
<br /> � � 3/4" CAP PLATE I I N 1/4 CONT PL x(WIDTH OF (E)WALL) - - - -
<br /> I I a 3/4" ERECTION BOLTS � � _.._' � (4) #10 SCREWS � DUCT-SEE � job nc�_: ��-Q3�
<br /> .._--
<br /> BE M -SEE PLAN I I BEAM -SEE PLAN � I I -TYPICAL MECH'L FOR
<br /> � � COLUMN, SEE PLAN I I ;HOR� GIRD�R 3/16 2-12 #10 SELF TAPING � � SIZE &LOC � � -
<br /> MAX#OF 3/4" DIA.A325N-TC BOLTS � � � 1/2" KNIFE PL @ BEAM-TYP I I ��4 AS R�Q�� SCREWS @ 8"o.�. sheet title:
<br /> I I 3/16 =-
<br />
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