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<br /> ROUGH OPEN 'L' 3'x3"x16GA CUP N4TE: AI.L A�NESIVE ANCHt3RS MUST MAINTAIN A 4" FAIN EDGE �ISTANCE. N4TE: 10A t�INIMUM CENTER-TO-CENTER SPACING BtTWEEN ADHESNE ANCHOR. Nt1TE: MIN EDGE DlSTANCE OF EPQXY ANCHORS IS 12'. �
<br /> ATl'ACH ROaF DECK PER PLAN W/ (4) �12 HH TEKS FA lEG 14" MiN FULLY GRQIJTEt7 (4) 3/4'0 lS0 89$ CLASS 5.$ AB _ _-' � - 1/4 x12 x8 3�16 np 1�1AS0 RY�WALLD MIN =
<br /> TO FRAMING __._ _._ __ ___ ._. �__ ._. ------ EAVE CHA►�iiNE� �AASpNRY WA11 W 6 3/4' MIN E�IB£D � 'L' 3'"x3�x14GA PURLIN HANGER p p »
<br /> W/ �12 AT 6"OC - ' �' � Q � 6" PER Pl�NS � 6 3�4" PLATE ��16 PER PIANS �
<br /> o ; 0 4 ; a � � I PER PLMiS W/ HlLTI HY-150 l�IAAX MIN IN� (6� �12 SCREWS T� PURUN &
<br /> ANCWQR SYSTEM --T (1) i/2°4� A307 ALL-THRD ROD li _____.,�ti_�_.�.�._ _____...�_,��_ __���. _ z
<br /> 'C' 4"x96GA ' ; � � � (�' � � � (SPECIAL INSP REQUIRED) FLP+SHING PER W� �" MIN EMBED OF ANCH01� ( iL _ �I, _ �I � � „ a
<br /> � � � o a o a o �; -., -�,r�--� - ARCH PLANS � � � - � 1 f 4 x3 x6 WING PLATE
<br /> [��� 11�jC�f/�p'�^�'+ W/ NILTI HY-150 ADHESNE TO CMU ,
<br /> � � I .::�:
<br /> DC/1� �VG"fVT�i�I 4 � 6 o t c � 1�_ . . I� _ ..I �. I �I 1Ap �E 1 # � ,
<br /> (3) �12 SCREWS -- -_j�,�. _ 7� �12 TEKS TO BEAMS I' I ; "" � '� ; r
<br /> + � � a. 1 ��I � �f '�.I ..:. -: .1��. �� I . . � I i I
<br /> ERCH SIDE QF SPLICE __m__�� �_
<br /> ' - -- - -- �
<br /> - . . , � � RflC3F DECK PER �'LANS I � �i � a I � _
<br /> ; � ;
<br /> �--�-� � 2 � eo�r �--�-_______ �- W Z
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<br /> EACH SIDE {�F CHRNNEL _._ _� � �.. { ) � . ___ . _� _ e -- � � �� �
<br /> � _�. P
<br /> 'C' 16GA MIN SPIIGE � , �� �� DOUBLE 'C' � � ' ���� ;�� . , �� �� I ���� �� � � � i W8x10 BEAM Q ��� ��� �`� � "
<br /> � �
<br /> - ��_ J� ; PER�PIANS ; ` � '�._ . ---- - -# � I- A � '� ;; - __ f � 1 (Fy = 50 KSI) r �� +`-a� =t ro
<br /> 'L' �NERTER APRON FLRSHING oo �r
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<br /> � ' � U� J��� II ' , .. I I _. � u.._._ � ----_- � =w � -V•�
<br /> BPLK'�AT P�O�T i Z � --�
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<br /> SLOPE i � � � , ; � ,' I� i � � ����E �,-� �a �
<br /> � � �� t ' �Q � �
<br /> � ��,� _ : �.� � ti
<br /> � ' o o ! � I �R MIN (2) �4 CQWT ��,. � ��__ .I-� �� ; Q�� -_ ,,�
<br /> t � --�•-R40� DECK R�OF �� �� ; : � � _ �� � , � . � �� � � ��� �
<br /> � PER PIAFI ' ° ���� � � � � � ��� � �- Z PURUN P�R PIAN � � 1 -0 i, ; ' � � (�(�� � i�
<br /> � � � .. �
<br /> ; � j ' ; , I ', ; i ! i- _ .'� z ' ; - --- -�'�-- - �� --- �t=--% {2) 5/8"� A325 MS � I �Z a 1�"! ��
<br /> � i
<br /> PAN FLASHING � � � � � � � �i - . , � � � » „ �, � «�
<br /> t � � _ _
<br /> FAVE CNANNEL ? j , , � � � ��oc
<br /> - - - ER IANS I i I i i 3 1 2'� A307 MACHINE BOLTS ��- '�.{ � . I 6 x4 x1 SGA BOX t�DGER l I W� 4YASHERS ,-�$ �,
<br /> ; � �
<br /> , � -i�._ � __�e_�3 W� WASHERS 8S AT fACH BEAM - -- 8° CMU WALL �� � � � Wf (�} 1�2 � R30} ALL-THRD ROD -�--�' - ��� -- -�� , ��� ' a�� � �
<br /> I I � ; � � � �; ; � W� 5 MII� EMBED MICHOR • �� L� .�
<br /> GLOSE ENQ 4�' ROOF HATCH/SKYLIGHT i (�) ��� �C��S � � � � ; (6) TOTAL OR USE (15) �12 TEKS _ �.�:�. �'_ _ SQUD GROUTED _ _L (2) 5/8 � A347 ALL-TNREAI)ED ROD h�NRY iMALL �-� A
<br /> �__,y_____ -- W/ HILTI HY-150 AQHESNE » � � �
<br /> � EACH S1DE OF I � .�_�._m �,� ,� -� AT ROOF LINE W/ 5 Et�18ED SPACED AT 10 �uIIN OC PER PLANS AND ��� w o0
<br /> R�OF SH (BY QTNERS) ` AT EACH BEAt� {30) TOT�1L
<br /> EACH EAVE CHANNEL i ! / �� - �
<br /> Tp CMU AT 30" OC � � ��� � �
<br /> ' , i & (6) �'12 SCREWS TO PUf�l.1N W H(LTl HY-15(} �X ADHESNE QEfAIL 96/SD5 �o �
<br /> �, (SPFCIAL INSPECTlON REQUIRED} �W� � � �
<br /> -'.�� - ,C' POSTS PER PLANS ' 'C' 4°/6�x16GA BLOCKlNG T(P
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<br /> RC)OF HAT�H SKYL��HT DETAfL TYF'IGA� EAVE �HANI�EL �PLI�E DBL �C' BEAM A7 CMU WALL �3 PURLIN TO �MU ELEIIATO►R WALL �� Ht�ISTWAY BEAM T�? GMU �� o�Q � �
<br /> / �� TYF �4
<br /> � SCALE: 3/4" = 1'-0" SGALE: 1" = 1'--Q" S C A L E: 1 1/�� = +'-Oa �� � s
<br /> SCALE: 1" = 1'-0'° �a
<br /> NOTES: 1 g" Rp 3 j1 fi SEE DEfAIL 29/SD2 CO C HAS CUR D EQUATE BRACING OF BEAMS AND COLUMNS, DO NOT REMOVE UNTiI THE FLUOR DECK
<br /> 1. ALL SPRINKLER COh�PONENTS AND NECESSARY AdOUNTIMG HARDW�E �ER P��E B� #12 TEKS TO BM 3��6 �nP FOR T!E BARS
<br /> ARE NOT SUPPUED BY I�IAK4. SEAM POCKET
<br /> 2. H/�hiGER SPACING N4T TO EXCEED 12` flC, TYPICALLY AT 10' QC. FF 6' BEAR�NG W12xt 4 (3) 3/4"0 A325 M8
<br /> 3. SWAY BRACING SHALL BE LOCATED WlTHIN 12° OF THE ROOF POSTS. BfAM COMP D�CK k_ HSS GOLUMN PER PLANS
<br /> W `- �� - � ; PER PIANS 1N/ WASHERS BS
<br /> r
<br /> `� � 2nd Flr I ' '
<br /> SOLiD GROUTED _ � � - - � TOP & ��j� I � '
<br /> �',- � � MASONRY WALL . . gpT ! I � THRU-�4L1'S �C BASEPlATE
<br /> � �.
<br /> �� � . 3 16
<br /> � � �5 VERTJHQRZ � i PER PLAN � ;3 � � i � '� � � �J' ` .�i-'•� � � i i I � PER DE1`Alt 77J5D4
<br /> C POST BARS PfR �'LRN € -�_ _ ���, � �; � _ � i .:� i I
<br /> 'Z' PURLIN � A_ , ;: i ; � i i � � '
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<br /> _____.__�___ ._ �- � .
<br /> �PlPE CLAMP j � 1 f 4 5� �= i --�� i i � f �
<br /> r - °
<br /> TOLCO OR EQUAL ' 'I ' � -_
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<br /> �__ --__ __ � � � � �, _- _� I �� _
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<br /> � ��
<br /> _ __ -_ �/4 � � ;I I ; r � ��� �� � �
<br /> ; � � '� �, � .
<br /> � ' � � � ' . :a � �
<br /> . _ � ,
<br /> � I ' , ` _ ' � MIN (2) �4 Ct)NT �i _ �� � ; �
<br /> I (- __- �..W____ _-�_ �_
<br /> �� w e�
<br /> � SP'R!�lK�ER MAIN 4' t�l�( � �� ,� W � ���� ��, ".� , �
<br /> I� TOM VARIES �
<br /> I � I ' ' II � . �'.� � �
<br /> --- �� �' ' � PER RLAN� i� 1 -4 �i 1�4�x4" x 0'-10" � � ti �� PER PLAMS �
<br /> � �� !� � WING PlATE �� �..I��� �,
<br /> �/2"� BOLTS W/ WASHERS TYP � -�- ,; �' �; , '� �= ...' �
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<br /> � - - --� ,. : � , i
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<br /> � t� ,, 3/�p �icK X �a �/�„ w�QE �- - - a ,.--� T� ,
<br /> � # 11 M 1 �� M il 1 p 1.. � �
<br /> ��`� ���___.m _._ __-�� ___..� �:_��.�, x 14 W/ (4� 5/8 � x 16 1/4 x13 1/2 x1 -3 PLATE �- - �,�..�
<br /> Tt3LSTRUT CHANNEL (OPTIONAL} ' � � ��.__ �_..__.. __I GRADE 36 HfRDED BOLT x �t�,
<br /> , -t-- ; 3/16
<br /> _ _ __e.__ ;u__-- -- .�._ WEIDED TO FlATE (4) 5/8"� A3fi THRD R0� TYP 1/4" STIFFENER PLATE
<br /> , _ .v______ FULLY GROUfEQ 3f 16
<br /> W, 1 1/2 " MIN DRY PACK N►� WASHERS, 5 �/8° MIN EMBED MASONRY WAiI EACli SIDE �
<br /> �3 TIES AT 8" OC �„ ' �„ UNDER BA�E PLATE W/ HI�TI HY-150 MAX ANCMOR SYSTEM PER PLANS J
<br /> . (SPECIAL INSPECTION REQUIRED) .Q
<br /> NOT USED _ �PRINKL�R MAfN Tt� PC��T CMU BE� PC�KET aETAIL g� 'W BEAM TQ CMU WALL DETAIL �� 'HSS' CC�L ABQVE 'W' BEAM DETAIL �6
<br /> 8�
<br /> SCALE: 1" = 1'-0" SCALE: 1" = 1'-4" SCALE: 1" = 1'-0" SCALE: 1" = t"-0" Q
<br /> �
<br /> NOTES:
<br /> NOTES: NOTES: NOTES: NOTES: � �
<br /> i. ALL SFRINKLER COMPONENTS AN� NEGES�RY MOUNTING HARDWARE 1. ALL SPRINKIER C��APONEM'S ANp NEGESSAFtY MOUNIING �IARDWARE ARE N07 SUPPUED �Y MAKO. 1. 'W' = MIN PLATE WIDTN IS 1" WIQER THAN COLUMN 1. 'W' = MIN PLATE W1DTH IS 6° WIDER THAN COLU�AN, A32� MACHiNE BOLTS 1. 'W' = N�IN PLATE WI�TH IS 1" WIDER THAN COLUMN 4R h (J
<br /> AFtE NflT SUPP�IED BY FAAKO. 2. T�EZE SPAGiNG AT t}R WITHI�I 12" �ROM ROOF PQST LIhtE, NOT TO EXCEED 12' UC, TYPICALLY OR WIL�TH Q�' BEAM FIAIVGE, WNICHEVER IS GRFJ�7ER. A325 4AACHINE BQLTS 2. `L' = MIN PLATE LENGTH IS 3" L(}NGER THAN BOLT W/ iNASHERS BS WIDTN 0� BEAMI �1AN�E, WHICHEVER !S GREATER. �
<br /> � f � 2. 'L' = MIN PLATE LENGTH IS 3" LONGER THAN W/ WASHERS BS PATTERN. QTY BASED ON BEAM SiZE 2. 'L' _ �iiN PLATE LENGTH iS fi" LONGER THAN COLl1MN SiZE. w
<br /> 2. HANGER SPACING NOT TO EXC�ED 12 4C, TYPICALLY AT 1t} �JC. AT 10 QC. C4LUMN SIZ�. Q1Y BASED ON SE4M SlZE 3. PROVIDE ADEQUATE BRACING OF BEAMS AND PER PLANS 3. SEE BEAM PROPERTIES FOR DIMENSION 'T'. 1/4" STIfFENER PLATE � �
<br /> 3. SWAY BRACING SHALL SE LOCATED WITHIIV 12� OF TNE ROOF PQSTS. 3. SWAY BRACING SHALL BE LOC N 12' �F THE RQOF Pt?STS. 3. PROVIDE A�EQUATE BRACiNG OF BFr4M5 AND PER PLANS COLUMNS, AfJD DO NOT REA�QVE UNTIL THE FLOOR 4, PROVIDE ADEQUATE BRAGIN� OF BEA�AS Afi�ID COLUMNS, AND EACH SIDE
<br /> �t�--4" MAX CQLUMNS, AND D� NaT REMOVE UNTIL THE FLOOR DECK CONC HRS CURED. DO NQT REMQVE UNTlL TNE FLOOR QEGK CONC HAS CllREQ.
<br /> DECK CONG HAS CURED. (4� �12 TEKS AT 5. SPLIGES RRE N{�T ALL!?WED. p
<br /> (Z) 1/4"x1� TEKS (4) �12 TEKS AT EACH L4W PAN �12 TEKS AT 12 OC
<br /> AT MIDDLE THIRD OF PURLIiJ �Z� P���-�� EACH LOW PAN � , OR AT EACN L{�W PAN
<br /> MEfAL ROOf DECK BI� & Pl MUST N4T �i � ' '
<br /> PR�JECT INTO FINISH �, .� ;-.e- -- .-�..- , ! '
<br /> TOLCO FlG. 58, 4R SIDEWINDER ' -.. �
<br /> � � � _ •. `r, ��- - - - I �
<br /> 2) 1/4"x1' TEKS AT � . WjNUT, OR EQUAL (SEE ARCN PLANS} � ' �� �
<br /> � '�
<br /> MfDDLE THIRD OF PURLIN Z PU�LIN I �'�
<br /> i I
<br /> � _ _ � _ _ i � - I � � ; �
<br /> _ �) ,
<br /> ;, _ � _- � ,
<br /> -- � „ TOP & �I�� � , , r � � � � � � � I � 'W' 6EAM
<br /> I d _ �3f 8 � ALL-THR[3 � ��8 0 B�� Q ; W BEAMS � 0 i W BEAMS , 3�16 � PER PLANS �
<br /> � �; ROD q��--�{�p ���� PER PLANS '� ;�, � �� � I � PER PLANS � TOP &
<br /> 3 8"� ALL THREADED ROD TOLCO FlG. 58 OR SIDEWINDER �� j I - Q
<br /> � �0� � ' � � j 4 I 60T 3�16
<br /> ,� »
<br /> EACH 51QE �,_...�_._.�. �__._ ` � , ; [ ;
<br /> VI NUT OR EQUAL t I ; i� 1 f 4 STIFFENE� �P�ATE � -i �
<br /> � PIPE CLR�iP � '
<br /> I� TOLCO OR EQUAL PlPE TRRPEZE ` I LAMP I �'� 5 8"xWxL BEARING PLATE � � - - -- � � 5 j�"xWxL BEARING F�LATE � �
<br /> ; I,I� W/ CAPS �N �. P9PE C I � » i � 1/4"xWxL W[NG PLATE 3/1 S 1 1/2" � �
<br /> ' ' 64TH ENDS Ii I� TOLCO OR
<br /> 3,/16 1 t�2 np I � I �
<br /> �; � �, � ��ua� .� �/�s� ��) �/a°� a3�� � � � 3/�s ��� i � (�) �/8°� a�o�
<br /> 3�16 � I � MRCHINE Bt1LTS � �
<br /> 3j16 MACHfNE B�}lTS I �', � ! � Wf WASHERS 85
<br /> PIPE RING 2"� IuIAX BRANCH LINE �� �'�, SPRINKI.�R ty4AIN � �'� W� WASHERS B5 � � I ���� i
<br /> -�:,,�-' _ 4 MAX �,p �� ' '' �, `NSS' COLUMN PER PtANS 3��6 ' � ; �
<br /> , I
<br /> '��C' P4ST BEY(3Na 3,/16 - - J�-�' � HS5 COLUMN PER PLANS - - � - - ���.��-- � HSS COLUMN PER PLANS �
<br /> ! ! t ! ! 1 ! f � � �
<br /> IN TRAPEZE PURLIN W' BEAM TC� HSS COLUMN DETAIL W BEAM AT END TO HSS CQLUMN g� W BEAM AT MID-S�AN TC� HSS �C�LUMN g � � �
<br /> BRANCHLINE TQ PURLIN �� SPRIN�CLER MA / � 9 4 9� * , x o �•
<br /> SCALE: 1" - 1'-p" SC,4LE: 3/4" = 1'-0" SCALE; 1� = 1'-4" SCALE: 1" = 1'-0" SCALE: = 1 -0 � �
<br /> � �
<br /> ����, N���: N(}TE: PROVIDE ADEQUATE BRACIIdG OF BM AN[} COLS AND DO N4T REMOVE UNTIL COl CpNC HAS CUREQ. NpTE; � W �
<br /> 1. ALL SPRiNKLER COMPflNENTS AND NECESSARY MflUNTING HARDWARE 1. ALL SPRINKLER COk1Pt}NENTS ANQ NECESSARY MOUhiTT1NG HARDNfARE ARE NOT SUPPLIED BY MAltt?. PROVlQE ADEQUATE BRACtNG OF BEAM ANQ COLUMNS AND DO NOT REMOVE -'
<br /> ARE NaT SUPPL.IED BY MAKO. 2. HANGER SPACING NQl' TQ D(CEEa 10'-0" OC. � ; UNT1L TH� fL00R D�CK �ONCRE�E NAS CURED. ! W
<br /> EE �
<br /> 2. HANGER SPACING NOT TO IXCEE� 12' OC, TYPICALLY AT 14' 4C. 3. SUPPORT SPRINKLER i�tAIN AT BEARING WALLS ONLY. �' 1 j16°�b OVERSIZED , �� , 'liSS' 4"x4"x3/16° �
<br /> 3. SWAY BRAGING TQ BE LOCATION AT OR WIIHIN 12° OF BEARfNG WALL/FLQ{�R STUQS. 4. SWAY BRACING T� BE LOCATIi�N AT 4R WiTHIN i2" FRt3M BEARING WALLS/FLQOR STUDS. -Q- - - � TNRU HOl.E HQLLQW STEEL SHAPE I I ; ELEYATOR C�LIlMN �
<br /> ; 3/16'° C(�LUMN PER PLA�iS � ' ' �
<br /> �Wx18GA OR 16GR - -. , c� ,�.-. U BASE TRACK
<br /> ' HQL}a0W ST�fL SHAPE � � I � � �
<br /> GOMPOSITE DEGK -��''� FF i � I ``' '� COLUMN PER PLAtJS '� ' (2) 1 J2"� x 8� LONG �
<br /> SEE FFiAMING PLANS _�-.--_- y__ ' , , i
<br /> .--.--.-.-..- ._....-. -� C ROOF ROST COi�PtJS{TE pECK
<br /> Ft�R L{3CA�ION �__ _.�_ ___ __ r _..� :__ ._. __ - _ __ � PER PLANS ' ' �i �PTI�}N �1: A�(. 7HREADED ROD THRU I TNICKNESS �� & WASHERS BOTH SIDES
<br /> 'T' = BASE PLATE ALL THREAD THRU BOl
<br /> , ' -- -- ' ; - -- ' � � �
<br /> : ( TRACK PRIflR �(? C4NCRETE PflUR. a ' �
<br /> W , , �� F
<br /> �
<br /> � ' ; I pPTiON �2: U5E MiJLTI--SET I! PER ICBQ I ' � �--` � �
<br /> USE MUL�I-SEf Il PER ICBO 2Wx18GR C�MPQS� ' � ER-1372 OR EQUALLY APPR4VED FOR c� ' 3 16 ' � � A r � �
<br /> ALL THRfA�ED �OD ER-1372 OR EQiJ,4Ll.Y APPR{�VED ; ' �' �
<br /> � � w ' 1 16 0 4VERSIZEd � i I�
<br /> 13ECK - SEE FRAA�ING , THE WEIGHT t}F THE MAIN. c� �I
<br /> l *
<br /> auws �oR Loc�r�aN � w
<br /> ; ' � THRU HOLE � ►_,,,,�-
<br /> �° � � -�- - - -- - -� T - BASE PIATE '�
<br /> i �
<br /> _ �
<br /> � _
<br /> s � � . � �. _ �� � �`I �
<br /> � �. .. �. . i .
<br /> FIRE APPRt}VED RING HllNGER 2 � MAX MAIN ��. _�_._ _ __ _ __ � _� __ ._ __ _ ; TNICKNESS ��� , �� ' U
<br /> „ 1 b i w
<br /> � 1 2 -�
<br /> 11 I
<br /> � , FF I � ; �' � I� EQ EQ � � ,
<br /> �----�- =- -��-� . - - __ � , 1 1� E� EQ � �� � ,�� 3 j16 � , ; 'U' TOP TRACK �
<br /> - i �
<br /> , 'B'
<br /> C4LU�iN 51ZE 'A' 'B' 'T' APiCHE3RS j i � 'HSS' 4"x4'x3/16' STAM P
<br /> ALL-THREADED RQD USE �AULTI-SET ii PER ICBO `
<br /> ER-1372 OR EQUALLY APRROVED I GOLUMN SIZE 'A' 'B' 'T' ANCNOR 'HSS` 4"x4"x3j16° 4 3f8" 7" 5/8" 2 5 S � THRD ROD W 12 MIN EMBED , � ; ELEVATOR COLUMN �E �R ' �
<br /> w�� �j • 1! � M fY A A b � } ! 11 p f1 !i w 1, I � >
<br /> FIRE APPROVED
<br /> tl RING HANGER ' f '� 4"�3 MEU( MAIN _ - - - - _ --
<br /> H S S 4 x 4 x 1/4 1 p 1 p 1 (4} 5/8 0 x 6 M I N E M H E[� (R E 5 0 0-S D E P{�X Y} H S S 6 x 8 x 3 1 6 6 3 $ 9 3 4 2 3 j 4� T H R D R 0� W j 1 2 M I N E M B E D � i �G � -��
<br /> � �
<br /> F I R E A P�'R O V E D R I N G H A N G E R 2 0 M A X M A I N --,-- - _ - � � z
<br /> L�OR LE1/EL S�RINKLER MAIN AT FLC�R �E+�K '�ISS' CC3LUMN SQUARE BAS� �L.ATE �� 'HS�' C�LUMN BASE PLATE �� 'H�S' CaLUMN ABaVE 'HSS' COLUMN g� ��� � 4�7� � ��
<br /> E�RA�CHL1NE AT F � ao 9� ��,s.�.F.�� -1�
<br /> SCALE; 1" = 1'-0" SCALE: f" = 1'-0" SCALE: 3" = 1'-0" SCALE: 3" = 1'-Q" SCALE: 1" = 1'-0" `��'sla��� �r��'
<br /> EXPIR ES: OS-l&15
<br /> DATE 04--30-t 3
<br /> DRAWN P,lPN
<br /> CHECKED MRD
<br /> Jt�3B N0. 1211
<br /> SCALE AS N�TED
<br /> DRAWING No.
<br /> REV. ��
<br />
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