HomeMy WebLinkAboutVIOC CARMEL, IN - S3SHEAR WALL SCHEDULE
MARK DESCRIPTION BOTfOM PUTE ANCHORS
�3$p' STROCT I PLY (BLOCK ALL EDGES) w/ 10d �" pIA MLTI KWIK HUS-EZ �
SW-1 COMMON NAILS w� 1Ys° fRAMING PENEfRATION � pq c/c w/5' EMBE� INTO CONC
4" EN, 12" FN, (3)2x SiUDS � PANEL E�GES
��2° SiRUCT I PLY (BLOCK ALL E�GES) w� 10d s�^ pIA HILTI KWIK HUS-EZ �
SW-2 COMMON NAILS w/ 1Y�' FRA�AING PENEfRATION � qq�� c/c w/5" EMBED INTO WNC
6" EN, 17' FN, (3)2x STU05 � PANEL E�GES
SW-2
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3
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I
ooue�E z.e toP autE
2x6 BLOCKING � PANEL
JOINiS
stuos oR Posr Rea'o
Ai HOL�OWN ANCHOR.
SEE SHEAR WALL
scnEou�E.
2x6 k2 SPF STUDS
(sEE auN) -rra
SIMPSON HOLDOWN
ANCHOR (REF. PIAN)
L = SEE PLAN
II II� II
I�I I�I� I�I
II IIl II
�
SHEAR WALL NOTES:
1. MINIA1l1A1 E�GE DISTANCE FOR NAILING TO MEMBERS SHALL BE 1/Y.
2 ALL 1/2" AND/OR 15/32" PLYWOOD, IF USED SHALL BE 4 PLY MINIMUM.
S SHEAiHING MAY BE APPLIED EIiHER HORIZONiALLY OR VERTICALLY. MIN. PANEL
WI�7H SHALL BE 24".
4. AT AOJOINING PANEL E�GES, NAILS AT EACH SIDE SHALL BE STAGGERED.
5. 10d NAILS SHALL BE 7"x0.14B" COMMON NAILS, 1 1/2" MIN. PENE7RATION.
6. 3° � 3" � 0.229" MIN. GALVANIZED PLATE WASHERS REQUIRED ON ALL ANCHOR BOLTS.
iHE WASHER SHALL 9E LOCAIED WIiHIN 1/2° OF SHEAIHING FOR DOUBLE SI�E�
WALLS iHE WASHER SHALL BE SIIE� TO BE WIiHIN 1/7' OF EACH SHEATHE� SIDE.
7. SILL BOLT HOLES SHALL BE A MINIMOM OF 1/32" TO A MAXIMOM OF 1/1fi" LARGER
THAN THE BOLT �IAMEIER.
e. EN = EDGE NAILING. FN = FIEL� NAILING.
9. SEE 3�5-3 FOR iYPICAL �E7AILS.
��,z" nPn anrEo 3z/ts
SHEATHING -IYP.
EN � SHi'G. EDGES
(IYP.)
3x 57UDS IF NEEDED �
SHEAiHING JOINiS
FN
�' I�� I'I I'I ANCHOR (REP PUN)
ANCHOR BOLT AT
Ha�oawN aNCHOR -- �
II � EN � SHiG E�GES & �� ANCHOR BOLT AT
I BOUN�ARY HOL�OWN ANCHOR
(3) #5 FULL HT VERT. BAR � I
W/ STD HOOK AT EACH � J 5/g DIA A B - REF. SHEAR
SIMPSON ANCHOR -NP. -" WALL SCHEDl1LE ON THIS SHEET
3 TYPICAL SHEAR WALL ELEV.
EN = EDGE NAILING , FN = FlELD NAILING - REE SCHEDl1LE
THIS SHEEf.
RELEASED FOR CONSTRl1CTI0N
Su6jec��o compliance with allregula�ions
04 S�a�e antl Local Codes
City of Carmel
Jj¢a�� �Vo,�n�pAJ �
�
DATE: OZ�� 3�ZO
SW-2
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N.T.S.
1. SYMBOL LEGEND:
o -tNo[cnrEs sHEnR wn��. sEE scHEou�E oN rHis sHEEr.
PRE CAST CONCRETE SUB NOTES:
1. PRE CAST CONCREiE MANUFACNRER SHALL HAVE A PROVEN 7. HEA�ERS SHALL BE PROVIDED AS REQUIRED TO SAPELY CARRY 13. PRE CAST UNITS SHALL BE EREC7ED TIGHT AND AT RIGHT ANGLE
BACKGROUND OF E%PERIENCE AND RECOR� OF PERFORMANCE DESIGN LOADS AND SHALL BE FABRICATED OF S7EEL AND BE TO BEARING SURFACES UNLE55 SHOWN OTHERW6E. MINIMUM
REQUIRED FOR iHIS PROJECT. PAINTED WITH MIN. OF ONE COAT OF RED PRIMER. BEARING SHALL BE 7J4 INCHES ON STEEL, 3 INCHES ON CONCREIE
2. SPECIFICATIONS AN� STANDAR�S: 8. MATERIALS: AN� 3J¢ INCHES ON MASONRY. ALIGN AN� LEVEL PRE CASi SLA9
A. DESIGN PRECAST CONCRETE ELEMENTS IN ACCORDANCE WI1H 1HE A. CONCREiE SiRENGiH (f'c): 5000 PSI MINIMUM AT 28 USMG ADE�l1ATE SHIMS.
CURRENT E�ITION OF ACI 318, BUILDING CODE REQUIREMENTS �AYS. 14. ALL OPENING GREATER THAN fi INCHES SHALL BE �ONE BY THE
FOR SIRUCTURAL CONCRETE, FOR THE LOADS SHOWN ON 1HE B. PRESTRESSING STEEL MINIMUM TENSILE SiRENGiH PRE- CAST CONCREIE CONTRACTOR. ALL OPENING 6 INCHES OR
DRAWINGS. 250,800 PSL LESS MAY BE CREATE� BY 7RADES RWOIRING SAME, HOWEVER
B. CONNECTIONS SHALL BE DESIGNED IN ACCORDANCE WIiH PCI C. �EFORMED REINFORCING BARS: MINIMUM 7ENSILE CARE SHALL BE TAKEN TO AVOID WTTING PRE-STRESSING
DESIGN HANDBOOK. SiRENG1H 60,000 PSI. REMFORCEMENTS. GC. SHALL COOR�INATE 7HESE EFFORT WITH THE
C. DESICN, CONSTRUCTION AND INSTALLATION SHALL MEET D. SiRUCTURAL STEEL HEA�ERS AN� CONNEC7ION5: ASTh1 PRE-CAST SLAB MANUFACIDRE.
REOUIREMENTS OF STAIE AND LOCAL BUILDINC CO�ES. A36 DESIGNED IN ACCORDANCE WIiH AISC 15. OPENING FOR MECHANICAL DUCTS SHALL BE 2 INCHES LARGER
3. PRE CAST UNITS ALLOWABLE TOLERANCES SHALL NOT E%CEED THE SPECIFICAiI0N5 FOR THE �ESIGN, FABRICAiION, AND THAN THE SCHE�ULE� DOCT SIZE.
fOLLOWING ERECiION OF SiRUCiURAL S1EEL FOR BUIL�INGS. 16. REFER TO MECHANICAL SHEETS FOR LOCATIONS OF PWMBING ONITS,
LENGiH:. ... .. t Y� MCH. 9. PRE CAST CONCREiE SLAB SHALL BE �ESIGNE� AN� REINFORCE� SANITARY AN� WAIER LINE PENEiRATIONS.
WI�iH:. ....... 2 Y� INCH. FOR ALL SUPERIMPOSE� DEA� AN� LIVE LOA05 AS SHOWN ON 17. G.C. SHALL RENEW AN� COOR�INATE ALL FLOOR OPENING SIZE AN�
THICKNESS:. .... f J§ INCH. ARCHIiECIDRAL AN� S7RUCiURAL PLANS AN� GENERAL NOiES LOCATIONS.
DIFFERENTIAL CAMBER BETWEEN ADJACENT ONITS ....} y� INCH 10. DESIGN SLAB FOR AN A��IiIONAL 100 PLF Ai NON-LOAD BEARING 18. CLEAN AN� GROUT KEY WAY JOINTS BE7l4EEN 7HE PLANNS AS
LOCAIION OF INSERTS t Y� INCH WALLS. RE�l1IRE�.
4. CYLINDER 1E5T5 OF CONCRETE OUALITY SHALL BE MADE BY 11. DESIGN SLAB i0 MEEi U.L DESIGN NO.J901 FIRE RAiING FOR 19. ALIGN AND GROl1T IN PLACE ALL PRECAST MATERIALS.
MANUPACTURE IN ACCORDANCE WITH AS7M C192, FOR EACH MI% RESiRAINE� ASSEMBLY 20. �0 NOT Cl1T PRESTRESSING STEEL AT FIELD CUT OPEWNGS
DESIGN, FOR EACH DAY OF PRODUCTION, OR FOR EACH 100 CUBIC 12 DESIGN SLAB A�JACENi i0 iHE FLOOR OPENINGS AS REQUIRE� 70 WITHOUT APPROVAL OF MANl1FACTl1RER AND STRUCTURAL
YARDS OF CONCREiE. COMPLY W/H15-44 AASHTO ENGINEER.
5. BEARING PADS SHALL BE NON PRESSED ON TEMPERED WOOD. FRONT AXLE ............................ 6,000 LBS 21. Sl1BMITTALS: SUBMIT, FOR APPROVAL, DETAILED SHOP
6. WELD INSERTS, ANCHOR PLAlES, ETC. SHALL BE AS SHOWN ON REAR AXLE .........................._ 24,000 LBS. �RAWINGS AND CALCULATIONS THE CALCULATIONS SHALL
DRAWINGS AS RE�UIRED FOR ANCHORING SLABS TO SUPPORTS G.G MCLU�E COMPREHENSIVE ENGINEERING ANALYSIS, AN� SHALL
SHALL REVIEW AND COORDINATE LOCAIIONS Of iHE EMBED�ED BE SIGNED AND SEALED BY A PROFESSIONAL
ANCNORS ENGINEER REGISTERED IN hiE STATE OF IN�IANA.
� SAW CUT CONTROL JOINT OR OSE 1/4'
' PREFORMED INSERL FlLL CUT WITH
JOIM FlLLER FWSH w/ TOP OF SIAB
�°"�R�ES`"BRE'"`°R�E° SHEAR WALL HOLDDOWN SCHEDULE
. . WITH 6x6-W1.4 x W1.4 W.W.F.
-x- x--��x =
>00
\v
HAiCH IN�ICAiES �
i0P OF WALL i0 �
MA1CH FINISH FLOOR '
TOPPING
CASi CONC. FLOOR SLAB
i�CONCRETE JONT DETAIL
� s�A�E: ,. - ,,-o„
2
5-2
� � HOLLOW CORE MANUFACTORERS SHALL
� pp I PROVIDE (2) 4x4M3§" EMBED PlATES w/ /
$-4 II 5-4 i (2) $�0 x 47¢" HEA�E� ST0�5 � TOP �
FACE OF HOLLOW CORE PIANK � EACH
I I SI�E OF OPENING FOR 57AIR ATfACHMENi
- FLR �RAIN OPNG
REF 5-3.1
� FOR LOCATION �
b
IA,
1J
L . FLR DRAIN
REF 5-3.1
PoR LOCAi
�
��I
_ _ J- FLR ORAIN OPNG
REF 5-3.1
.� FLR ORAIN OPNG
REF 5-3.1
. FOR LOCAiION
d
I � 1
I S-4 I
� - - - - - - - - - - J
srnie
TP
� 10 GA. MEfAL PAN 4" IDTAL SIAB THICKNESS
j�4's � 12" O.G EA. WAY � 1" CLR. FROM BOTf.
EX�EN� �4�s 17� BEYON� FACE OF PRECAST, iYPICAL
� NPICAL FLOOR - 12' PRE-CAST PRE-STRESSE� CONC.
w/ 4" WNCREfE TOPPING REMFORCED w/
6x6 W1.4 x W1.4 W.W.F. PLACE � CENTER
�Toa oF easEMCNT FouNoanoN wn�� To uarcH Toa oF
iOPPING SIAB. SEE J&4�5-4 FOR A�DIiIONAL INFORMAiION
3 2
10 2
�n
FLR OPNG
REF 5-3.1 P
FOR LOCATION -'
1�
FLR OPNG
REF 5-3.1
R
'- FLR �RAIN OP
REF 5-3.1
FOR LOCATION
MARK HOLDDOWN ANCHOR REMARKS
O SIMPSON HD7B �g"¢ qB w/ DRILL & EPO%Y w� HILTI
OR EQ. �7yp" EMBE� INTO CONC WALL HIi-HY 200
O SIMPSON H�12 1"0 AB w/ ORILL & EPDXY w/ HILII
OR E0. 20" EMBED MTO CONC WALL HIT-HY 200
NOTE REFERENCE 3/S-3 FOR TYPICAL OETAILS
L . FLR �RAIN OP
REF 5-3.1
� FOR LOCATION
REF�SHEEf A9 FOR �
SECiION & �iL AROUN�
FLOOR OPNGS. & S-J.1
Foa oiu. MP.)i
3'-2" I I 10• 2•
F B
e��v: a'-o"
FLR OPNG
REF 5-3.1 P
FOR LOCATION -
FLR OPNG
REF 5-3.1
4
'-FLR �RAIN OF
REF 5-3.1
FOR LOCATION
�. Z..
r
I � I
i S_4 I
� I
FLR OPNG
REF 5-3.1
FOR LOCATION
EDGE OF
PUNK
L/
11 5• �
RR OPNG
REF 5-3.1
d� FOR LOCATION
3
S-4
FLR DRNN OPNG ��
REF 5-3.1
FOR LOCATION
�` NATCH INDICATES
TOP OF WALL
TO MATCH FlNISH FLOOR
FLR OPNG
REF 5-3.1
FOR LOCATION
FLOOR FRAMING PLAN
scn�e: ,�a� - ,'-o° FLOOR OPFI�VCS
1. DESIGN LIVE LOADS: SEE SHEET 5-1. OWNER AND THE CONTRACTOR SHALL REVIEV!
2. SUPERIMPOSED DEAD LOAD: 15 PSE DEAD LOAD OF 12° PRECAST UNIiS AN� AND COORDINATE ALL OF THE FLOOR
4" TOPPING SLAB: 130 PSF. OPENING SIZES AND LOCATIONS PRIOR TO
1 FMISHED FLOOR ELEVATION 0'-0" UNLESS NOiED. ANY CONSTRUCTION.
4. TOP OF PRECAST SLAB ELEVATION -0'-4" UNLE55 NOTED.
5. FLOOR CONSiRUCTION: 12�� PRECAST CONCREiE SLABS WIiH 4" CONCREiE
STRUCiURAL iOPPING WIiH 6x6-W1.4xW1.4 WWR.
6. SEE 2/S-3 FOR SHEARWALL KEY PLAN WITH iYPES AN� LOCATIONS.
7. REFERENCES: GENERAL STRUCTl1RAL NOiES - S-1
8. SYMBOL LEGEND:
� -INDICAiES OPENMGS IN iHE PRECAST ON PLAN, SEE 5-11
O-INDICAiES SIMPSON HOL��OWN ANCHOR AT EN�S OF SHEAR
WALLS. SEE SCHEDULE THIS SHEET.
-INDICAiES CONCRETE CONTROL JOINT. SEE SECTION 1/S-3.
\VI
I
��MBH
STRUQWAL ENGMEERMG
1166 Dublin Road Suite 200
Columbus, OH 43215-1038
614-481-9800
www.smbhinc.com
project#: 319-002.018
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