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1. REFER TO THE SPECIFlCAiIONS FOR APPLICATION OF UNIi COSTS FOR
REMOVAL OF UNSUITABLE BEARING MATERIAL 8 REPLACEMENT WI
COMPACTE�, ENGINEERE� FlLL
2. REFER TO THE GEOTECHNI WL ENGMEERING REPORT FOR A�DITIONAL
INFORMATION RE: E%PECTE� SOIL CONDITIONS. Sl11TABILITV OF EX.
SOILS FOR USE AS ENGMEERED FlLL, GROUNDWATER CON�RIONS.
ETC.
% �10VEREXCAVATION DETAIL - COMPACTED FILL
3/4" = 1'-0"
36q PATfERN Wi SIDELAP
FASTENERS @ 18" O.G MAX.
HIGH ROOFS ABOVE �25'�0"
3614 PATTERN WI SI�EIAP
FASiENERS (a118' OL. MAX.
NOTP.
1. 11/2'.20 GA. GALVANIZE� WIDE RIB STEEL ROOF DECK.
2. POWDER�ACTUATE�FASTENERSSHALLBEUSEDFORFASiENINGR00FDECK.
USE iHE FOLLOWING HILTI POWDER ACTUATED FASTENERS:
115E %+ISN 24 FOR STEE Vf 118" THROUGH 3l8'
USE X-ENP 19 FOR STEEL'Y � 718"
USE THE PoLLOWING ITW-BUILDEX POWER ACTUATED FAS7ENERS:
lISE BX12 FOR STEEL'f V8' iHROIIGH 3I18'
USE B%ia FOR STEEL'f OVER 3116" iHROUGH JI8"
SUBMIT PROPOSED FASTENER58 TECHNICAL DATA FOR RENEW.
3. USEk10TEKSCREWSPoRFASTENINGTOCOLDPoRME�STEEL.
4. REFERTOSPEQFICATIONSFORA�DITIONALWFORMATION.
5. REF.�ECKTVPE ��ONTHEFRAMINGPlANS.
� 1 1/2" Wide-Rib Steel Roof Deck
� 3/4�� _ �� ���
71a x 1'�6" IN SLAB @ EACH
CORNER OF OPNG. FOR
CRACKCONTROL
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NOTE:�C6FRAMEONLYftEpUIRE�FOR
OPENINGS OVER 11" WI�E
PER9ENDICULAR TO �ECK SRpN
� �
� �6.��
� CLIPVxAKJlBx �
0'8'TVPICAL
FLOOROPENING
COOR�. S¢E wl
GENERALCONTR.
� : \�
STRIICTIIRAL W W MN OR
WALL FOOiING
� PROPOSEDGRADE
STEELBEAM-
SIZE PER PUN
NOTP. IF THE OPENING IS POST-
INSTALLE� AFTER THE SLA815 POURE�,
iHE CLIP ANGLES MAY BE OMITiED AN�
THE CHANNLES MAV BE CONNECTED
DIRECTLV TO THE BEAM WEB.
a
STRl1CTURAL CO W MN OR
WALL FOOTING
',� � PROPOSEDGRADE
------ "' i-ri i ri i-ri i-r
III-III III-III
P" I I-I I I I I I-I I I-I
. III-III III-III
," � I I I-I I I I I I-I I I-I
�. , q ,' �; I I I I-I I I I I I-I I I
I „BOTfOM/PoOTMGELEVATION � I I I-I I I I I I-I I I-I
�: � I � I I=� I I � I I=� I I=
L�N�wCRETEFILL III-III III-III-I
I ,(MIN.,2�WP51@28�AVS) I I I I-I I I I I I-I I I
-�:-.. � I I I-I I I I I I-I I I-I
I � I I-� I I-� I I-� I I-
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1. REFER TO THE SPECIFICATIONS FOR APPLIWTION OF 11NIT COSTS
FOR REMOVAL OF UNSUITABLE BEARMG MATERIAL & REPLACEMENi WI
LEAN CONCREIE FlLL.
2 REFER TO THE GEOTECHNICAL ENGINEERING REPORT FOR A��ITIONAL
WPoRMATION RP. E%PECTED SOIL CONDITIONS, SUITABILITY OF EX. SOILS
PoR USE AS ENGMEERED FlLL. GROUN�WATER WN�ITIONS, ETC.
3s•covER
55
x� -� --�x�Tw
Y
� l l l FAS EANERS(a36SOGMAX.
NOiE:
1. 1 112'1.10 GA. GALVANIZE� COMPOSITE STEEL FLOOR �ECK.
2. WEL��ECKTOSOPPORTINGSTRUCTIIREU51NG3iq^
DIAMETERWEL�S. MECHANICALFASTENERSMAVBE
USE� IN LI W OF WELDS. SUBMIT PROPOSED FAS7ENER5
&TECHNICAL�ATAFORREVIEW. COMPOSITESHEAR
CONNECTORS MAY TAKE THE PLHCE OF WELDS.
3. BUTf ENDS OF DECK OVER SUPPORT.
4. USE N10 TEK SCREW SIDELAP FASTENERS. U.N 0.
5. REFERi05PECIFICAiIONSFORAD�IiIONALMFORMATION.
6. REF. �ECK TYPE � ON THE FRAMING PLANS.
, 1 1/2" Composite Steel Deck & Slab
� 3l4" = 1'-0"
COORD.WIMC. COOR�.WIM.C.
1/4' x 8" x CONT. PL POUR STOP
FLOOR OPENING
C6x82FRAME
� L]x4x3i8x0'bWIMIN.3"BRG.ON
STEEL BEAM OR GIR�ER
SECTION
�� FLOOR OPENING FRAME
� � 3/4�� _ ��_���
WWMNORWALL ���.
FOOTWG
PROTEC
ZONE
REFER TO M11 EP. �RAWINGS & SPECIFICATION'.
FOR MFO. RELATING TO TRENCH EXCAVATION,
BE��ING,ANDBACKFlLL
� FORANYEXCAVATIONTHATMUSTEXTEN�
BEVOND THIS LINE, SHORING MUST BE
PROVIDE� TO NEEP THE EXCAVATION
FROM IIN�ERMINING THE FOUN�ATIONS.
- •�� - �
,v� I' � i � a� I _
1.SH I
NOTE: ANV SHORING SCHEME REQUIRED
MUSTBESUBMITfE�TOTHEENGWEER
FOR REVIEW, PRIOR TO EHCAVATION.
�,� EXCAVATION LIMITS DETAILS
� 3l4" = 1' 0"
S7EEL ROOF JOISTWI
BOLTE� CONN. TO
COLUMN PUTE
t��
S7EEL BEAM PER PWJ
SIEELWLUMNPER -
PIAN OR SCHE�ULE wl
CAP PL 1 x W L SRE
PROVI�E MOMENT
CONNECTION WHERE
REFERENCED ONPLAN�.
���
STEELCOLUMNPER -
PLAN OR SCHE�IILE
STEEL BEAM PER PWJ
NOTP. BEAM OR JOIST
FRAMING INTO WEB
OF COLUMN NOT
SHOWN PoR CLARITY
SHEAR CONNEQION-
REF. NOTES ON 5001
STEEL BEAM PER PWJ
STEEL COWMN PER
PLAN OR SCHEDULE
� TESTI
INSPECi
TIB PER PLAN
N��ROVI�E ANGLE FRAME AS SHOWN FOR
1. ALLFOOFOPENINGSINIIYLWI�ERIB
STEELBEAMPERPLAN �ECKWIiHMA%IMUM�IMENSION
EXCEEDING 1'-0"
2. USE'.L4x4x114TWICAL.
COOR�INATE LOCATION OF ROOF OPENINGS
3. WITHMECHANICALAN�ARCHITECNRAL
oRnwwcs
STIFFENER PLATE 116" EACH
SIDE OF WEB TOP 8 BOTfOM
FITTED STIFF PL
114 EACH SIDE OF
WEB
SiEEL BEAM PER PLAN
I M I / TESTI
�� � INSPECi
T/BPERPUW I
SiEEL BEAM PER PLAN
STIFFENER PLATE 11A"
Encn sioE oF wEe
TOP 8 BOTfOM
%,� BEAM TO COLUMN MOMENT CONNECTION
� 314., _ �,_p.,
3
2' � GA. 18"
� �.... ...�
� .::::::..:::::::�
SiEELCOLUMN
PERPLAN
CONCRETE PIER
� ORFOOTING
2" W14
(4)1 318" �IA. HOLES
FOR (4)118" �IA.
ANCHOR BOLTS
BASE PL THICKNE55'.
w,4 �.
_ � nEnvvnExooue�ENurs
wl (2) PL VY' x 3" x 3" WASHERS.
WELD AFTER ERECTION.
�zo
^�� � HEAVYHEXNUT-TACK
WEL� TO BOLT
1 1/4" DIA. ANCHOR BOLTS
NOTES.
1. LOCATION OF ANCHOR BOLTS MUST NOT VARY MORE THAN 110" CEMER-TO-
CENTER OF ANY TVJO BOLTS WITHIN AN ANCHOR BOLT GROUP.
2. HOL� MAX. �EVIATION OF 11J'l. CENiER TO CEMER OF A�JACENT ANCHOR
eOLTGftOUPS.
3. HOLD ELEVATION OF THE TOP OF THE ANCHOR BOLTS TO H� 1121NCH.
4. HOL�MAXIMUM�EVIATIONOFif4'FROMTHECENTEROFANYANCHOR
BOLT GROUP TO THE ESTABLISHED COLUMN LINE iHROUGH THAT GROUP.
5. REFERTOTHEAISCCODEOFSTANDARDPRACTICEFOR
nooinoNn�mFORMnnoN.
��� ANCHOR BOLT DETAILS
� 3/4,. _ �._�,.
' �" I/ 5118"
%„� COLUMN BASE PLATE DETAILS
3l4" = 1'-0"
9TEEL JOIST OR BEAM-SIZE PER PLAN
ROOFOPENING-
000eo_siz�wi
MECH.CONTR.
0
5
STEEL ROOF �ECK
PER PLAN
GALV. i6 GA. COVER PLATE FOR
OPENINGS GREATER THAN 6" 8
LE55 THAN 12" (SQUARE OR
ROUN�)
%BTEKSCREWS-FASTEN
i0 EACH RIB
ANGLES TO BEAR A MIN. OF i
3"ONJOISTiOPCHORDOR � I I
BEAMTOPFLANGE I I
I I
----- �---------�
STEEL JOIST OR BEAM-SIZE PER PLAN
COOR�.WIMECH. COORD.WIMECH.
1112"WI�EFIB � �
ROOFpECK � ROOFOPENING
STEEL JOISi OR BEAM�SIZE &
l ���
SPACINGPERPLAN �
L4x4xV4FRAME
� �� MAINiAINCOPEOFVERTICALLEGWITHINI"OF
E�GE OF JOIST CHOR� OR BEAM FLANGE
ROOF OPENING FRAME
9 sia„ _ �,_o„
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' Y �_
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\ `� �
NOTE PROVI�E SIMILAR COV V�
PLATE �ETAIL COVER PUTE NOTE: HOLES LESS THAN 6" IN WI�TH �ONE
�ETAIL FOR SINGLE �AMAGED RIB REMWE�) DO NOT REQUIRE
RIB-CONSULTEN6MEERPoR REWFORCEMENT. REFTVPICALROOF
�IRECTION WHERE MORE THAN OPENING FRAME �ETAIL FOR OPENINGS wl
ONE ADJ. RIB IS DAMAGED MA%. DIMENSION E%CEE�ING 12"
SMALL ROOF OPENING
10 sia„ = i,_o„
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PEDCOR DESIGN GROUP LLC
Archi[ecWre / Projec[ Management
355 City Center Drive
Carmel, Intliana 46032
317705.7979 (phone)
31Z7057880 (fax)
Architect:
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'F, •. ,'.oi:: % �� ?:
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Developer:
P E D C O R
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DEVELOPMENT CO.
//� Project:
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covvRicHr a oevneRSHiv or ooc�men.s
CONSTRUCTION
DOCUMENTS
Se�lssue Date Sheetlssue Date
�1/051i9 11I05I1B
Drawn By Checked By
Author Checker
Last Revision Date:
Prqect Number:
SheetTitle:
TYPICAL
DETAI LS
Shee�Number:
RELEA5E0 FOR CONSTRUCTION
Suhjec� �o compliance with all regula�ions
04 S�a�e antl Local Codes
City of Carmel
`� �m�V l�rc�alols�.
DATE: 06�Z4�2O
NOTE.
MAX. �EP1H OF lINSHFATHE�IUNSHORE�
EXCAVATION TO CONFORM WI THE
APPLICABLE REQUIREMENTS OF OSHA
AN�IOR STATE & LOCAL CO�ES
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