HomeMy WebLinkAboutBUILDING PLAN PAGE 47-625X ON DECORATIVE WALL
PURRING, NO 5A5E 11
TV RECE55
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NICHE LOGO, 5EE 5HT� A23
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TV TABLE, SEE 5HT.,42.3
F_
C)INTEfR.10S L055""� ELEVATION
\� �-O 6GALE; 3/a" = I I -oil
GIALT�r WALL FiN15HE5/ A55REVIATION
-T I
I
NICHE CAB
NICHE CABINET, NO
TOE <IC<, 5EE 5HT.
CONFERENCE ROOM, RECEPTION AREA AN[) ENTRT- TO HAVE TILE FOLLOWING WALL FINISHES. LOCATIONS OF
DEcoRATIvE JOINT5 AND FAUX FORMLUCR< TIE IMPRINTS TO 5E COORDINATED WITH ARCHITECT PRIOR TO
GCN&TRUCTION, TO BE 5,45ED ON AVAILABLE MATERIAL WIDTHS.
PAUX CONCRETE WALL AND BEAM FINISH (IDENOTEID CWC) SPEc/IN6TALLATION:
ALL GTP5UM BOARD AT UJALLS AND FAUX 5EAM5 IN ADMIN. AREA SPACES, INCLUDING MANAGER'S OFFICE, 5LA5T
DOOR ALCOVE, RECEPTIONIST AREA AND CONFERENCE ROOM, SHALL HAVE ROUGH-TROLUELIED FULL COVERAGE
5<IM COAT OF JOINT COMPOUND, WITH ONE COAT OF LIGHT GIPET- FRIMER. TROWELED TEXTURE 70 RE5EMBLE
CONCRETE TO THE EXTENT P05515LE, WITH RANDOM 5TRE,4<5, 5U155LE HOLE& AND VARYING TEXTURES.
CONTRACTOR SHALL PROVIDE MIN. 4' X 41 SAMPLE FOR ARCH I TEC;T Af-�PROVAL PRIOR TO START OF CONSTRUCTION.
SLATE WALL COVERING (DENOTED 5WC) 5PEC/IN5TALLATION;
WHERE &LATE WALL COVERING 15 NOTED, INSTALL 'EARTH ANATOMI"" FIBERGLAe 5AC<ED &TEEL GREY SLATE, 05
MM WALLCOVEERING,. INSTALL USING FfRF AIDILEeIvE, 100% COVERAGE, 3/118)11 v-NOTCH TROWEL, WITH LUALL COVERING
PATTED INTO PLACE WITH CONCRETE FLOATe. DO NOT ROLL ADHe5IVE OUT FROM UNDER UJALL COVERING. MITER
MATERIAL AT OUT5IDE CORNERS TO THE EXTENT P05el5LE, TO GIVE APPEARANCE OF SOLID STONE PANELS.
AVAILABLE IN 24" X 4c5l' PANEL elEe, COORDINATE JOINT LAYOUT WITH ARCHITECT PRIOR TO ORDERING. GAP AT
PIELID JOINT6 TO BE 1/4" WIDE, FILL JOINT LUITIL GLO86Y 5LAc< eILICONE CAUL<4ND 6TRIKE e�IOCTH� TO GIVE
APPEARANCE OF: STONE PANELS. SEE DETAIL.
GRANITE WALL VENEER (DENOTEDI GWV) 5PEC/INSTALLATION:
WHERE GRANITE WALL VENEER: 15 NOTED, INSTALL 'EARTH ANATOMY11 MONGOLIAN BLAC< GRANITE (o M� COMFOeITE
VENEER PANELS, OR MIKMUM THIC<NE&5 REOUIREID FOR ETCHING, INSTALLED PER t-�ANUFACTURER'S NeTRUCTIONS.
ORDER CU570t*� PANEL 51ZE5 TO FIT, OF, CUT IN FIELD,AVAILABLE IN STOCK PANELS 40" X `36", COORDINATE JOINT
LOCATION5 UJITHARCHITECT. CONFIRM THAT MATERIAL t-�A-T- BE ETCHED PRIOR TO ORDERING, PROVIDE ETCHED
LOGO WHERE SHOWN ON INTERIOR ELEVATIONS, CONFIRM DII�ENeIONS ANID HEIGHT OF LOGO PRIOR TO ETCHING,
GRANITE COUNTERTOF AN[) BAC<eFLA51L (5r:s5)
5LAC< GRANITE WITH BLUE �,IICA INCLU&ION5, SEE NOTES OTHER 5HEET&
I SEE 5HT.,423
m
plift-1wal
CI,JC
FAUX FIFE,�
ELIMINATED
DOOR TO ENTR`�
EVATIONS C-;ENE:
- NOTES
Cuic
INTERIOR ELEVATION SHOWN AI5 PANORAMIC, AND ARE DIAGRAMMATIC IN NATURE, PROVIDED FOR
GENERAL REFERENCE ONLT' WITH REGARD TO FINI&HE5,
DUE TO COMPLEX CEILING GEOMETRIES, CEILING PLANES AND INTERSECTION OF FAUX BEAM& WITH
WALL5 ARE AN ESTIMATION AND MAY NOT 5E eHOLUN IN ALL CASES, AND MAY NOT MATCH FIELD
CONDITION5 EXACTLY.
PT-1 5145E
SEE PLAINS AND DETAILS POP, MORE INFORMATICNAND REPORT ANY D15CREFANCIE& TO ARCHITECT-
50ME CEILING/50PPIT HEIGHT5 AN:) CONDITIONe MA'T' REQUIRE ADJIJBTt�IENT IN THE FIELD P`RIOR TO
FINAL CONSTRUCTION,
PROVIDE 51LIC-ONE CAUL<ING OR EPDX`r GROUT OF MATCHING COLOR AT JOINT 5ETWEEN L�ALL FINISH
AND FLOORING, PER MANUFACTURER15 RECOMMENDATION-5.
CILAt-IFER OUTSIDE cORNERB OF: GYPSUM BOARID FURRING AT WALL& AND PARTITIONS, AND AT HEAD,
JAM5 AN[) BILL OF DCORe AND WINDOWS, TO MATCIL FAUX 5EAtl CONFIGURATION, WHERE 1=05515LE,
WHETHER OR NOT DRAWN ON PLANS. CONFIRM ANY LOCATIONe NOT DEPICTED WITHARCHITECT
PRIOR TO FRAMING.
FURRING AT NICHE WALL6 TO 5E ELIMINATED IF POSSIBLE. CHIP OFF EXISTING DECORATIVE
PROTRUDING 5LOC<e,AN:) ATTACH eWC, IDIRECTL7' TO EXISTING BLOC< UNLESS NOT RECOMMENDED
5Y MANUFACTURER. F NEEDED, ATTACH ONE LAYER 1/2" CEMENT 5CARID TO EXISTING
5LOC</CONCRETE eURFACE5 WITIL FULL COVERAGE OF STONE ADHE&IVE PRIOR TO INSTALLATION OF
511C.
CONFIRI'�l AV41LAE31LIT�-, PANEL 61ZE-5,AND INSTALLATION METILODI5 AND REaUIREI-JENTe LUITH
MANUFACTURER AND ARCHITECT PRIOR TO PLACINr:; ORDER FOR STONE VENEER OR WALLCOVERING.
FAUX PANEL JOINT, 5TRIKE
CAUL<AS SHOUN
TAL � r_:�WV ANID 3WC;
NO 6CALE
MITER GRANITE VENEER AND 5LATE
WALLCOVERING AT OUT51DE CORNER5,
CONCRETE LUALL COVERINe TO BE LEATED
AND WRA1=FEID
DILE51VE
;YF&UM BOARD 5�55TRATE
CwC
T4AE, INC. -ARCHITECTURE & PLANNING
AA26001228 & AR92559 (954)839-4258
233 EAST ACRE DR., PLANTATION, FL 33317
STRUCTURAL AND MECHANICAL ENCINEER17
A' BASE 4
1w* INTERNATIONAL, INC.
MB GLADES ROAD, #237
BOCA RATON, FLORIDA 33�
BASE 1.720.728ASE4
ELEC RICAL ENGINEERING
RDCE, INC.
5707 S. DIXIE HWY 48
WEST PALM BEACH, FLORIDA 33405
PHONE: 551436 9198
CERT. OF AUTH.: #3M
T4AE, INC., AND ALL PROFESSIONALS OF RECORD,
HEREBY RESERVE THEIR INDIVIDUAL AND COLLECTIVE
COMMON LAW COPYRIGHT AND ALL OTHER PROPERTY
RIGHTS IN THESE DESIGNS, SPECIFICATIONS, PLANS AND
IDEAS. THIS DOCUMENT IS NOT TO BE REPRODUCED
WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION OF
T4AE, INC, AND THE PROFESSIONALS OF RECORD. ANY
DISCREPANCY BETWEEN THIS DOCUMENT AND ACTUAL
CONDITIONS SHALL BE REPORTED TO T4AE, INC.
P R 0 F E S SI 0 A A L 0 F R E C 0 R D
S E A L I
pa
I ROBIN ANDERSON, REGISTERED ARCHITECT - AR 92559
THIS IS A CONFIDENTIAL DOCUMENT
THIS DOCUMENT, AND THE INFORMATION
DEPICTED HEREIN, PERTAINS TO A SECURE
FACILITY DESIGNATED BY THE HOMELAND
SECURITY ADMINISTRATION AS "CRITICAL
INFRASTRUCTURE" AND MAY NOT BE SHARED
WITH ANY PERSONS OR ENTITIES OTHER THAN
AUTHORITIES HAVING JURISDICTION WITHOUT
WRITTEN CONSENT OF THE OWNER. ANY
PERSON OR ENTITY IN POSSESSION OF THIS
DOCUMENT SHALL SAFEGUARD IT, AND SHALL
DESTROY IT WHEN IT IS NO LONGER IN USE FOR
THE PURPOSE FOR WHICH IT WAS PROVIDED.
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I I R E V I S 1 0 N S ___�i
IREV #1 DATE I REVISIONS MADE
DRAWING SCALE
JOB NUMBER
AS NOTED
34-84-1501
N7E�RIOIR
ELEV,410N,5
Ir.000-I.I
SHEET NU7BER WT117AL
SUBMITTAL DATE
14a.0
1 4/12/17
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CWC, ETCHEID LOGO CENTERED Gujv
EXIT SIGN L APFROX, '�' 4,F.F-\
OPEN
TO
4LCOVE
F
SWC ON DECORATIVE WALL
F�RRIN6;, NO BASE --\
CWc —
— SLUG
1 L-- NICHE SHELVING 5�' OWNER
cWc-
51-011
NOT SHOWN
CPA�IFER VERTICAL CORNER
THIS LOCATION
ri-'�INTEfRICFP�,
ELEVATION
FT -I BASE GWV ON DECORATIVE
FURRING, NO E34SE
�
�al 6CALE: 114" = 11-0"
INTERIOR ELEVATION
GENERAL NQTE-
SEE 5HEET 4a.0 F0fR N0TEe
Ol </
Ol S
XIA
....................... . ...
CONTRACTOR NOTE THAT FLOOR f=LANS
DO NOT DEFICT Dl�IEN51ON5 FOR THIS
P�RRING - CCCRD�NATE VTH41RCHITECT
1-5/all MTL, STUD FURRING, (NOT SHOWN) 474CHEE) TO
PRIOR TO CONSTRUCTION. 6EE INTERIOR
CONCRETE WALL, WITH N5ULATION BETWEEN STUDS.
ELEVATION& FOR LOCATION5AND
DO NOT CREATE CHASE SET OUT FROM WALL
APPROXIMATE DIMEN5101\15. COORDINATE
-.7
WALL SWITCHES, JAMB DEFITH5,AND
RECEFTION I)E5< DIMENSIONS WITH
ARCHITECT FRKCR TO CCN5TR�CTION
CONCRETE WALL COVERING ON 5/a" r:I'TFD- 5D.
M,1'1' V
AT TV WAIL FOR RECE55
GWv AT E NtRY
5WC AT ALL OTHER LOCATIONS, ON 5/L51' GYf=. 5E)-
PECORATI
5G,4LE: 3" = P-O"
METAL 5TZ5 (NOT SHOWN) WITH INSULATION BETWEEN AGAINST
WALL,AT CONTRACTOR1C) Dle
,,fRETION USE 1-5/al' MTL. 5TUD5
WALL FURfRINr-:; PLAN DETAIL Ir
STAGGERED, OR LARGE rZ5, �1,4X, le, " Of, - COORID N4TE
51ZE OF TV RECE55 WITH OWNEIR FRIOR TO CONSTRUCTION
51-011
VAULT DOOR AT OWNER'5
ID15CRETiON
Cuic,
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T4AE, INC, - ARCHITECTURE & PLANNING
AA26001228 & AR92559 (954)839-4258
233 EAST ACRE DR., PLANTATION, FL 33317
STRUCTURAL AND MECHANICAL ENGINEERIN7
Of BASE 4
4w* INTERNATIONAL, INC.
9858 GI-ADES ROAL). #237
BOCA RATON, FLORIDA 3M34
BASE 1,720 72BASE4
ELECTRIICA ENGINEERING
RDCE, INC.
5707 S DIXIE HIM, 48
MST PALM BEACH. FLORIDA �M
PHONE 561 4369198
DEPT OF AUTH *8800
T4AE, INC., AND ALL PROFESSIONALS OF RECORD,
HEREBY RESERVE THEIR INDIVIDUAL AND COLLECTIVE
COMMON LAW COPYRIGHT AND ALL OTHER PROPERTY
RIGHTS IN THESE DESIGNS, SPECIFICATIONS, PLANS AND
IDEAS. THIS DOCUMENT IS NOT TO BE REPRODUCED
WITHOUT FIRST�WING THE WRITTEN PERMISSION OF
T4AE, PROFESSIONALS OF RECORD. ANY
DISCREPANCY BETWEEN THIS DOCUMENT AND ACTUAL
CONDITIONS SHALL BE REPORTED TO T4AE, INC.
P R 0 F E S S 10 N A L 0 F R E C 0 R D
S E A L ( qz - I
��l
I ROBIN ANDERSON, REGISTERED ARCHITECT - AD
THIS IS A CONFIDENTIAL DOCUMENT
THIS DOCUMENT, AND THE INFORMATION
DEPICTED HEREIN, PERTAINS TO A SECURE
FACILITY DESIGNATED BY THE HOMELAND
SECURITY ADMINISTRATION AS "CRITICAL
INFRASTRUCTURE" AND MAY NOT BE SHARED
WITH ANY PERSONS OR ENTITIES OTHER THAN
AUTHORITIES HAVING JURISDICTION WITHOUT
WRITTEN CONSENT OF THE OWNER. ANY
PERSON OR ENTITY IN POSSESSION OF THIS
DOCUMENT SHALL SAFEGUARD IT, AND SHALL
DESTROY IT WHEN IT IS NO LONGER IN USE FOR
THE PURPOSE FOR WHICH IT WAS PROVIDED.
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IREV #� DATE I REVISION
DRAWING SCALE
JOB NUMBER
AS NOTED
34-84-1501
INTER10fR
ELE\/,L�
low
T
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SHEET NUMBUR
fjQYLPSUBMITTAL DATE
140.1
1 4/12/17
EVEF,'Y'THING A50VE CEILIN5
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2::�,SUITE 5ECTION AT 5TANIDARID EQUIF. RI
LO,) SCALE: 1/211= r-o" WITH UTILITARIAN LIGHTING, NOT USED FOR MARKETING PURPOSES
TYI=. FOR ALL EQUIP. ROOMS EXCEPT FOR T01
:)U57- 71LE
-WHITE LED H�-H,47 OR 5UIRFACE
t-IOUNT FIxTUfRE 5EYOND, FEfR
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�RATED FLOOF, FANEL5
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FANEL5
_=D 5UR�:ACE
IXTURE 5ET'CND,
ILINr3 FLAN (TYf`P.)
OCIR FANEL5 (TYF-)
TED FLOOR FANEL5
T4AE, INC. -ARCHITECTURE& PLANNING
AA26001228 & AR92559 (954)839-4258
233 EAST ACRE DR., PLANTATION, FL 33317
STRUCTURAL AND MECHANICAL ENGINEERIN7
st BASE 4
INTERNATIONAL, INC.
9858 GLADES ROAD, #237
BOCA RATON, FLORIDA 33434
BASE 1.72072BASE4
�.bas".wm
ELECTRI 7AL IN13IN E I
RDCE, I C.
wy,#8
WEST PALM BEACH, FLORIDA 33405
PHONE 5214369198
CERT.OFAUTH. #8800
T4AE, INC., AND ALL PROFESSIONALS OF RECORD,
HEREBY RESERVE THEIR INDIVIDUAL AND COLLECTIVE
COMMON LAW COPYRIGHT AND ALL OTHER PROPERTY
RIGHTS IN THESE DESIGNS, SPECIFICATIONS, PLANS AND
IDEAS. THIS DOCUMENT IS NOT TO BE REPRODUCED
WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION OF
T4AE, INC, AND THE PROFESSIONALS OF RECORD. ANY
DISCREPANCY BETWEEN THIS DOCUMENT AND ACTUAL
CONDITIONS SHALL BE REPORTED TO T4AE, INC.
P R 0 F E S S 1 0 IN A L 0 F R E C 0 R D
S E A L
m
I ROBIN ANDERSON, REGISTERED ARCHITECT — AR
THIS IS A CONFIDENTIAL DOCUMENT
THIS DOCUMENT, AND THE INFORMATION
DEPICTED HEREIN, PERTAINS TO A SECURE
FACILITY DESIGNATED BY THE HOMELAND
SECURITY ADMINISTRATION AS "CRITICAL
INFRASTRUCTURE" AND MAY NOT BE SHARED
WITH ANY PERSONS OR ENTITIES OTHER THAN
AUTHORITIES HAVING JURISDICTION WITHOUT
WRITTEN CONSENT OF THE OWNER. ANY
PERSON OR ENTITY IN POSSESSION OF THIS
DOCUMENT SHALL SAFEGUARD IT, AND SHALL
DESTROY IT WHEN IT IS NO LONGER IN USE FOR
THE PURPOSE FOR WHICH IT WAS PROVIDED.
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REV # DATE REVISIONS MADE
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34-84-1501
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SHEET NUMBER
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ACCE5515LE TOILET F�,100t*ol IDETAIL5
5C,ALF: 1/2" = P-0"
5EE 5HEET 41.4 FOR PRIVATE TOILET r;)ET,41LS 4ND NOTE5
COORDINATE TRANSFER SRILLI
LOCATION TO ENSURE 5UFFICIEl'
5P`4GE FOR MIN. 24' CLEAR WIC
COL�NTERTOF` PLUS 5AC<5FLA
TRANSFER GRILLE TO 5E MOUN
REMOVA5LE 24X24 ACCE66 F�
CA51NET 5ELOLU COUNTERTOF
FROVIDE SURFACE MOUNTED GU51"Or-1
HINr_jE AND STRIKE FOR SECURITY
DOOR TO MAXIMIZE OPENING UJIDTIH,
(7)F)LAN DETAIL
V9-1)5CALE: 1/211 = 11-0"
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4CCE&,'�ISILITY CH4FTER5.
RACTO
COORDINATE
TION/i�FILL
DIMENSIONS
�IREA FDR
GUSTOt-1 5L.11--)ING
ET D)O0R,AD)JU5T
SECURITY
)UJ UJIDIIHAe
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&EGO F-,17� OFFIG
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BELOW COUNTERTOF —
TAILS
x
09
SHOWER CURTAIN (NOT SHOW
a
49201MVIN
TYPICAL
ADA-COMIIIDLIANT
SHOWER ELAN
GRAB BARS SHALL BE INSTALLED MIN. 33"ANI) MAX, 3(oll TO TOP OF GRIPPING SURFACE A.F.F.
ClITION OF GRIPPING SURFACE AND STRUCTURAL STABILITY OF GRAB BARS SHALL
BE IN ACCORDANCE WITH F5C 2014 ACCE55151LITY CODE 2014 SECTION 60e
THE SPACE BETWEEN THE WALL AND THE GRAB BAR SHALL BE 1-1/2"
THE SPACE BETWEEN THE GRAB EARANI) OTHER OBJECT5 ABOvE SHALL BE ITMINIMUM.
THE SPACE BETWEEN THE GRAB BAR AND OTHER 05JECT5 BELOW AND TO THE SIDES SHALL
BE 1-1/211 MINIMUM.
NOTE: PROVIDE BACKING AND BLOCKING IN ALL
PAFTITION5/LUALL5 AS NEEDED TO SUPPORT GRAB 5AR5
10 CURB. SLOPE FLOOR MAX. I/all PER FT. TO DRAIN
CONTROLS, FAUCETS AND SHOWER SPRAT UNIT MAX. 4011 AFF. NOTE: A 5PRAY UNIT WITH A
H05E 51�1' LONG MIN. THAT CAN BE USED BOTH AS A FIXED POSITION SHOWER HEAD AND
AS A HAND-HELD &LOWER SHALL BE PROVIDE[). THE UNIT SHALL HAVE AN ON/OFF
CONTROL WITH A NON-PO61TIVE SHUT-OFF. IF ANADJU5TAELE HEIGHT SLOWER HEAD ON
A VERTICAI_ BAR 15 USED, THE BAR SHALL BE INSTALLED 50,45 NOT TO 055TRUCT THE
USE OF GRAB BARS. HOT WATER SHALL BE 120 DEGREES F. MAXIMUM.
CONTRAGTOR COORDINATE PLACEMENT OF
SURFAC= MOUNTED CONDUIT AS NEEDED FOR
INSTALLATION Or COUNTERTOF
r2`�ELEVATIQN DETAIL
5C:,4LE. 1/2" = P-0`
F`LASTIG LA�'IINATE SOUNTERTOF
AND 5AC<SF`LA5H CONeTRUICTED
LUITH FIRE -RETARDANT TREATED
FL'T'WOOD 5U55TRATE - FROVIDE
STEEL BRACKET SUF`FORT5
TAI=CONNED TO CONIC. WALLS.
FROVIDE GRO!�METED CA5LE
PA55-THRU FOR DESKTOP`
ELECTRIGAL EaUIPMENT
N-5TC)C< (NOT C;U&TOM)
ECONCM*'r C:;RADE LOCKING
STEEL GA51NET LUITH ONE
A:)JU5TA5LE eHELF. NOTIF"
ARCHITECT IF UNAVAILA15LE IN
SIZE SHOWN
Avcm
T4AE, INC. - ARCHITECTURE & PLANNING
AA26001228 & AR92559 (954)839-4258
233 EAST ACRE DR., PLANTATION, FL 33317
STRUCTURAL AND MECHANICAL ENGINEERIN7
BASE 4
INTERNATIONAL, INC.
9858 GLADES ROAD, #237
BOCA RATON, FLORIDA 33434
1.72072BASE4
BASE �.bas",wm
ELECTRICA ENGINEERING
RDCE, INC.
5707 S. DIXIE H\NY. #8
WEST PALM BEACH, FLORIDA 33405
PHONE: 561436 9198
CERT. OF AUTH.: #8800
T4AE, INC., AND ALL PROFESSIONALS OF RECORD,
HEREBY RESERVE THEIR INDIVIDUAL AND COLLECTIVE
COMMON LAW COPYRIGHT AND ALL OTHER PROPERTY
RIGHTS IN THESE DESIGNS, SPECIFICATIONS, PLANS AND
IDEAS. THIS DOCUMENT IS NOT TO BE REPRODUCED
WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION OF
TRLAE, INC., AND THE PROFESSIONALS OF RECORD. ANY
DISCREPANCY BETWEEN THIS DOCUMENT AND ACTUAL
CONDITIONS SHALL BE REPORTED TO I I
1 1) N A L 11 F R E 1, 0
S E A L
ROHIN ANDERSON, REGISTERED ARCHITECT — AR
THIS IS A CONFIDENTIAL DOCUMENT
THIS DOCUMENT, AND THE INFORMATION
DEPICTED HEREIN, PERTAINS TO A SECURE
FACILITY DESiGNATED BY THE HOMELAND
SECURITY ADMINISTRATION AS "CRITICAL
INFRASTRUCTURE" AND MAY NOT BE SHARED
WITH ANY PERSONS OR ENTITIES OTHER THAN
AUTHORITIES HAVING JURISDICTION WITHOU
WRITTEN CONSENT OF THE OWNER. ANY
PERSON OR ENTITY IN POSSESSION OF THIS
DOCUMENT SHALL SAFEGUARD IT, AND SHALL
DESTROY IT WHEN IT IS NO LONGER IN USE FOR
THE PURPOSE FOR WHICH IT WAS PROVIDED.
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11REV ;VI DATE I REVISIONS
DRAWING SCALE
JOB NUMBER
AS NOTED
84-84-1501
TOILET fROOt�l
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T4AE, INC. - ARCHITECTURE & PLANNING
AA26001228 & AR92559 (954)839-4258
233 EAST ACRE DR., PLANTATION, FL 33317
STRUCTURAL AND MECHANICAL ENGINEERING
BASE 4
INTERNATIONAL, INC.
9858 GLADES ROAD, #237
BOCA RATON. FLORIDA 334-34
BASE 1.720.72BASE4
ELECTRICAL ENGINEERING
RDCE, INC.
5707 & DIXIE HWY, #8
WEST PALM BEACH, FLORIDA 3W5
PHONE 551436 9198
CERT. OF AUTH.: #8800
THAR, INC., AND ALL PROFESSIONALS OF RECORD,
HEREBY RESERVE THEIR INDIVIDUAL AND COLLECTIVE
COMMON LAW COPYRIGHT AND ALL OTHER PROPERTY
RIGHTS IN THESE DESIGNS, SPECIFICATIONS, PLANS AND
IDEAS. THIS DOCUMENT IS NOT TO BE REPRODUCED
WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION OF
T4AE, INC., AND THE PROFESSIONALS OF RECORD. ANY
DISCREPANCY BETWEEN THIS DOCUMENT AND ACTUAL
CONDITIONS SHALL BE REPORTED TO T4AE, INC.
P R 0 F E 5 S 10 N A L 0 F R E C 0 R D
5 F A L
K%
ROBIN ANDERSON, REGISTERED ARCHITECT - AR
THIS IS A CONFIDENTIAL DOCUMENT
THIS DOCUMENT, AND THE INFORMATION
DEPICTED HEREIN, PERTAINS TO A SECURE
FACILITY DESIGNATED BY THE HOMELAND
SECURITY ADMIKSTRATON AS "CRITICAL
INFRASTRUCTURE" AND MAY NOT BE SHARED
WITH ANY PERSDNS OR ENTITIES OTHER THAN
AUTHORITIES HAVING JURISDICTION WITHOUT
I CONSENT OF THE OWNER. ANY
PERSON OR ENTITY IN POSSESSION OF THIS
DOCUMENT SHALL SAFEGUARD IT, AND SHALL
DESTROY IT WHEN IT IS NO LONGER IN USE FOR
THE PURPOSE FOR WHICH IT WAS PROVIDED.
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INITIAL SUBMITTAL DATE
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NOTE: SEE NOTES SHEET G-0.2 REGARDING
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T4AE, INC, -ARCHITECTURE& PLANNING
AA26001228 & AR92559 (954)839-4258
233 EAST ACRE DR., PLANTATION, FIL 33317
SDL�JCTURAL AND MECHANICAL ENCINEERIN7
14 BASE 4
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9W8 GLADES ROAD, #237
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BASE 1,720,72BASE4
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ELECTRICAL ENGINEERING
RDCE, INC.
5707 S. DIXIE HWf, #8
WEST PALM BEACH, FLORIDA 33405
PHONE 561436 9198
CERT.CFAUTH. #8800
T4AE, INC., AND ALL PROFESSIONALS OF RECORD,
HEREBY RESERVE THEIR INDIVIDUAL AND COLLECTIVE
COMMON LAW COPYRIGHT AND ALL OTHER PROPERTY
RIGHTS IN THESE DESIGNS, SPECIFICATIONS, PLANS AND
IDEAS, THIS DOCUMENT IS NOT TO BE REPRODUCED
WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION OF
T4AE, INC., AND THE PROFESSIONALS OF RECORD. ANY
DISCREPANCY BETWEEN THIS DOCUMENT AND ACTUAL
CONDITIONS SHALL BE REPORTED TO T4AE, INC�
P R 0 F E S SI 0 N A L 0 F I 1 0 R I
S E A L
17
ROBIN ANDERSON, REGISTERED ARCHITECT — AR 92559
THIS IS A CONFIDENTIAL DOCUMENT
THIS DOCUMENT, AND THE INFORMATION
DEPICTED HEREIN, PERTAINS TO A SECURE
FACILITY DESIGNATED BY THE HOMELAND
SECURITY ADMINISTRATION AS "CRITICAL
INFRASTRUCTURE" AND MAY NOT BE SHARED
WITH ANY PERSONS OR ENTITIES OTHER THAN
AUTHORITIES HAVING JURISDICTION WITHOUT
WRITTEN CONSENT OF THE OWNER. ANY
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BASE 4
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98W GI-ADES ROAD, #237
BOCA RATON, FLORIDA 3��
BASE 1 720 72BAS E4
ELECTRICAL ENGINEERING
RDCE, INC.
5707 & DIXIE Ell
WEST PALM BEACH, FLORIDA 33�
PHONE 561 �91%
CEIRT orAUTH #SWO
TAPE, INC., AND ALL PROFESSIONALS OF RECORD,
HEREBY RESERVE THEIR INDIVIDUAL AND COLLECTIVE
COMMON LAW COPYRIGHT AND ALL OTHER PROPERTY
RIGHTS IN THESE DESIGNS, SPECIFICATIONS, PLANS AND
IDEAS. THIS DOCUMENT IS NOT TO BE REPRODUCED
WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION OF
TAAE, INC., AND THE PROFESSIONALS OF RECORD. ANY
DISCREPANCY BETWEEN THIS DOCUMENT AND ACTUAL
CONDITIONS SHALL HE REPORTED TO T4AE, INC.
P R 0 F E S S 1 0 N S A E F A L 0 F R E 10 R D
17
ROBIN ANDERSON, REGISTERED ARCHITECT - AR
THIS IS A CONFIDENTIAL DOCUMENT
THIS DOCUMENT, AND THE INFORMATION
DEPICTED HEREIN, PERTAINS TO A SECURE
FACILITY DESIGNATED BY THE HOMELAND
SECURITY ADMINISTRATION AS "CRITICAL
INFRASTRUCTURE" AND MAY NOT BE SHARED
WITH ANY PERSONS OR ENTITIES OTHER THAN
AUTHORITIES HAVING JURISDICTION WILHOLIT
WRITTEN CONSENT OF THE OWNER. ANY
PERSON OR ENTITY IN POSSESSION OF THIS
DOCUMENT SHALL SAFEGUARD IT, AND SHALL
DESTROY IT WHEN IT IS NO LONGER IN USE FOR
THE PURPOSE FOR WHICH !T WAS PROVIDED.
3 1/2
MOUNTINCi �)ETAIL 1-1/2 1 -0
AFF'LIES TO 50TH TD'FES OF UNITS
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— — — — — — — — — -
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PROFILE EXT. ELEV.
OF EQUIPMENT
T'7'FIC,4L ALL PIERS;
14" X 14" CONC PIER
W/ (E)"S VERT. BAR 4
03 71E5 AT 12" O.C.
7rFICAL ALL
P0071NGS: 24" X 24"
X 12" 7HIC< CONC_
FTG. W/ (3) 11
BOTTOM EACH WA'�'
ELEV/5ECTION -3/4 =1 -0
cJ'-7 3/8'
FLAN 3/411=11-011
t'1CL110 UNIT.5
IL — — — — — --
5FF=C-: �ICLIIO 39p" LECz HT, TOP OF PIER ll 45OVE Gf;;�ADE, TOP OF
FAN GL�ARD - rol-E�10` ABOVE TOP OF PIER, TOP OF NEAREST WALL
AfFIPROX, ll 45OVE GRADE, WEIC::HT = 1122 L55, 201 L55 PER L-Er-Z
:57
— — -
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TOP OF RETAINING WALL
BEYOND, AFFROX. (I FEET
ABOVE GRADE, NOTIFY
ARCHITECT PRIOR TO POURING
PIERS IF CONFIGURATION SHOWN
WILL 6FT TOP OF EQUIPtIENT
ABOVE HEIGHT OF WALL
GRADE 5LOFE5 AND HEIGHT OF
GRADE VARIES AT EACH PIER,
SET DEPTH OF EACH FOOTING 45
NEEDED TO SET TOP OF ALL
FIER5 AT SAME LEVEL FOR EACH
PIECE OF EalJIPt-ZNT. PROVIDE
MIN. ll GRADE ABOVE TOP
S�RFACE OF ALL FOOTING5.
GENERAL NOTE5
GONTRAC-TCR COORDIN4TE ALL PIER STRUCTURAL INFOR�-IATION
SL1OWN ON T�LIS DRALUING LIJITL� SPEC; IF I OAT IONS SkOUJN ON
MANUFAOTURERS CUT ekEETe. C-ONFIRMALL MOUNTING DETAILS
AND DIMENSIONAL INFORMATION, 4ND NOTIF-r- ARC,11-4ITEC7 OF AN-�-
DI5C;REPANGIE5
PROVIDE RL�55ER G,4,5<E7 5ETLUEEN MOUNTING FLATE54NID
CONCRETE PIER.
PROVIDE GALVANIZED SLEEVES OR eFACER54ROUND TOP
SURFAGE OF MOUNTING kOLE5 IN PIERS, PRIOR TO POURING PIERS,
AS NEEDED TO SLOPE OF TOP 5URFAOE OF OONGRETE FIEfR MIN.
1/01' AWA`1' FROM MOUNTIN(fi FL4TE5
CONTRAGTOR NOTIFT' ARCHITECT PRIOR TO POURINC; PIERS IF
GRADING CONDITIONS L)ILL CAUSE TOP OF F4NS TO
f=f;ROJEC;T ILIGHER TiLAN SL�RROL�NDINC:; RETAINING LUALLS.
TOP OF RETAINING WALL
5E�OND,APFROX (I FEET
ABOVE GRADE, NOTIFY
ARCHITECT PRIOR TO POURING;
PIERS IF CONFIGUR,47ION 5HOLUN
WILL 5ET TOF OF EQUIPt-IENT
ABOVE HEIGHT OF WALL
ELEWSECTION 3/4 11 =1 0 11
10, 1. 3'-3 1/4" 10"
F
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F- — — — — — — — — —
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— — — — — — —
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11 1 11
PLAN 3/4 =1 -0
�IGLIIQ UNITS
SPEC,: MOLOE�E� 30" LEC: L4T. TOP OF PIER ll 45OVE GRA7,)E� TOP OF
FAN GUARD 45OVE TOP OF- f=�IER, TOP OF NEAREST JJALL
4FFROX. ll 4E30VE GRADE, LUEIGHT -- ll LE36,153 LE35 FER LEG
GRADE eLOPE6 AND HEIGHT OF
GRADE VARIES AT EACH FIER,
SET DEPTH OF EACH FOOTING AS
NEEDED TO SET TOP OF ALL
PIERS AT 5AME LEVEL FOR EACH
PIECE OF EQUIF'MENT. PROVIDE
MiN. (oll GRADE ABOVE TOP
SURFACE OF ALL FOOTINGS.
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HITECTURE & PLANNING
T4AE, INC, -ARC
AA26001228 & AR92559 (954)839-4258
233 EAST ACRE DR., PLANTATION, I 33317J
Of STRUCTURAL AND MECHANICAL ENCINEERING
BASE 4
INTERNATIONAL, INC.
98W GI-ADES ROAD, #237
BOCA RATON, FLORIDA 3��
BASE 1 720 72BAS E4
ELECTRICAL ENGINEERING
RDCE, INC.
5707 & DIXIE Ell
WEST PALM BEACH, FLORIDA 33�
PHONE 561 �91%
CEIRT orAUTH #SWO
TAPE, INC., AND ALL PROFESSIONALS OF RECORD,
HEREBY RESERVE THEIR INDIVIDUAL AND COLLECTIVE
COMMON LAW COPYRIGHT AND ALL OTHER PROPERTY
RIGHTS IN THESE DESIGNS, SPECIFICATIONS, PLANS AND
IDEAS. THIS DOCUMENT IS NOT TO BE REPRODUCED
WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION OF
TAAE, INC., AND THE PROFESSIONALS OF RECORD. ANY
DISCREPANCY BETWEEN THIS DOCUMENT AND ACTUAL
CONDITIONS SHALL HE REPORTED TO T4AE, INC.
P R 0 F E S S 1 0 N S A E F A L 0 F R E 10 R D
17
ROBIN ANDERSON, REGISTERED ARCHITECT - AR
THIS IS A CONFIDENTIAL DOCUMENT
THIS DOCUMENT, AND THE INFORMATION
DEPICTED HEREIN, PERTAINS TO A SECURE
FACILITY DESIGNATED BY THE HOMELAND
SECURITY ADMINISTRATION AS "CRITICAL
INFRASTRUCTURE" AND MAY NOT BE SHARED
WITH ANY PERSONS OR ENTITIES OTHER THAN
AUTHORITIES HAVING JURISDICTION WILHOLIT
WRITTEN CONSENT OF THE OWNER. ANY
PERSON OR ENTITY IN POSSESSION OF THIS
DOCUMENT SHALL SAFEGUARD IT, AND SHALL
DESTROY IT WHEN IT IS NO LONGER IN USE FOR
THE PURPOSE FOR WHICH !T WAS PROVIDED.
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R E V I S 1 0 N S
REV #
DATE
—
REVISIONS MADE
DRAWING SCALE
JOB NUMBER
AS NOTED
34-84-1501
EQU�FMENT
5�F'FORT IDETAL5
SHEET NUMBER
INITIAL SUBMITTAL DATE
410,1
4/12/17
MTP����
June 15,2005
F Ratings — 1, 2, 3 and 4 Hr (See Itenis 2 and 3)
T Ratings — 0, 1, 2, 3, and 4 I-Ir (See Item 3)
L Rating At Ambient — less than I CFWsq ft
L Rating At 400 F — less than I CFM/sq ft
SECTION ALA
1. Wall Assembly — The 1, 2, 3 or 4 hr fire -rated gypsum wallboard/stud wall assembly shall be constructed of the
materials and in the manner described in the individual U300 or U400 Series Wall or Partition Designs in the UL Fire
Resistance Directory and shall include the following construction features.
A. Studs — Wall fiuming may consist of either wood studs (max 2 h fire rated assemblies) or steel channel studs.
Wood studs to consist of nom 2 by 4 in. (51 by 102 min) lumber spaced 16 in. (406 min) OC with norn 2 by 4 in. (51
by 102 min) lumber end plates and aoss braces. Steel studs to be min 3-5/8 in, (92 min) wide by 1-3/8 in. (35 min)
deep channels spaced max 24 in. (610 min) OC.
B. Gypsum Iloard* — Nom 1/2 or 518 in. (13 or 16 mm) thick 4 ft. (122 cm) wide with square or tapered edges. The
gypsum wallboard type, thickness, number of layers, flastener type and sheet orientation shall be as specified in the
individual U300 or U400 Series Design in the UL Fire Resistance Directory. Max diam of opening is 26 in. (660 mm).
2. Througb-Penetrant — One metallic pipe, conduit or tubing installed either concentrically or eccentrically within the
fireswp system. The annular space between pipe, conduit or tubing and periphery of opening shall be min of 0 in / (0 mm).
(point contact) to max 2 in. (51 min) Pipe, conduit or tubing to be eigidly supported on both sides of wall assembly. The
following types and sizes of metallic pipes, conduits or tubing may be used:
A. Steel Pipe — Nom 24 in. (610 mm) diam (or smaller) Schedule 10 (or heavier) steel pipe.
B. Iron Pipe — Nom 24 in. (610 min) diam (or smaller) service weight (or heavier) cast iron soil pipe, nom 12 in
(305 nun) diam (or smaller) or Class 50 (or heavier) ductile iron. pressure pipe.
C. Conduit — Nom 6 in. (152 mm) diam (or smaller) steel conduit or norn 4 in (102 nun) diam (or smaller) steel
electrical metallic tubing
D, Copper Tubing —Nom 6 in. (152 min) diam (or smaller) Type L (or heavier) copper tubing
E. Copper Pipe — Nom 6 in. (152 nun) diam (or smaller) Regular (or heavier) copper pipe.
F. Througb, Penetrating Product* — Flexible Metal Piping The following types of steel flexible metal gas piping
may be used-
1. Norn 2 in. (51 nun) diam (or smaller) steel flexible metal gas piping. Plastic covering on piping may or
may not be removed on both sides of floor or wall assembly. - OMEGA FLEX INC
2. Norn I in. (25 nun) diam (or smaller) steel flexible metal gas piping. Plastic covering on piping may or
may not be removed on both sides of floor or wall assembly. - GASTITE, DIV OF TITEFLEX
3. Nom I in. (25 min) diant (or smaller) steel flexible metal gas piping. Plastic covering on piping may or
may not be removed on both sides of floor Or wall assembly. - WARD MFG L L C
3. Fi% Void or Cavity Materlat* — Caulk or Sealant — Min 5/8., 1-1/4,1-7/8 and 2-1/2 in. (16, 32, 48 and 64 min)
thickness of can* for 1, 2, 3 and 4 hr rated assemblies, respectively, applied within annulus, flush with both surfaces of
wall. Min 1/4 in, (6 nun) diam bead of caulk applied to gypsum board/perieftsInt, interface at point contact location on both
sides of wall. The hourly F Rating of the firestop system is dependent upon the hourly fire rating of the wall assembly in
which it is installed, as shown in the following table. The hourly T Rating of the firestop system is dependent upon the type
or size of the pipe or conduit and the hourly fire rating of the wall assembly in which it is histaI14 as tabulated below:
M[ax Pipe F T
or Conduit Rating Rating
DI to (aun) Ur Hr
1 or2 0+, 1 or2
I C25) 3or4
3 or4
:4(110,2) 1 or2 0
6(152) 3oI 0
1----�or2T 0
12(305)
+Wben copper pipe is used, T Rating is 0 h.
3M COMPANY — CP 25WB+ or FB-3000 WT.
*Bearlog ft UL Classfficatiou Mark
NOTES:
UL DETAILS ARE REFRINTEFE) FRO�l THE ONLINE
CERTIFICATIONS DIRECTORY LUTH F`EIRMI551ON FROM �L,
COFYRIC;HT 2015 UL LLG ORA5 DATE 5HOWN.
CONTIRACTOfP, �1,4�' U-5E OTHEfR MEANS AND MATEF�,41-5
FOF,ACHIEVINr:� THE REOUIREID FIFF-IRATINe IF AN
ALTERNATE UL DETAIL 15 FROVIDED 5�' THE
CONTRACTORANE) AFFROVED 5�' THE ARCHITECT AND
THE AUTHOFITIE5 HAVINe JUFISDI(,-T�ON.
NCTE� CONTRAC OR NOTIFY ARCHITECT
IF NY FENETRATION
CONE) ITION5ARFIDiSCOVERED OR
REQUIRED FOR WHICH THIS DETAIL 15 NOT
APFLICA51-E- IF $UC�4 A CONDITION' 15
ENCOUNT'ERED OR RE=IREE),
CONTRACTOR SHALL EITHER F'ROVIDE AN
APFLICA15LE EIL DETAIL TO THE
ARCHITECT FOR AF`f=ROVAL, OF, SHALL
PROVIDE 5UPr-ICIENT INFOR]"IATION ON THE
PENETRATION FOR THE ARCHITECT TO
SELECT AN AFFL1,1CA15LE DETAIL.ANY LiE.
DETAILS APPLICA151-F TO THE FROJECT
LUHIC�4 ARE NOT SHOLLN ON THE PERI-11TTED
1;)RALUIN35 ARE 505JECT TO APPROVAL
5Y THE BUILDING DEPARTMENT AND ANY
OTHER AUTHORITI�S HAVINInz JURISDICTION,
C"' 1II011y
ct, 0 e
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01
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BXVV7
a a
14
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t
AR -:I* Rat#0
AIRCHIVE DRAUJINe& OF THE OFIGINAL 5UILDING SHOLU EXISTINe FREESTANDING STEEL CcLut,�N&
AS 1114LUF320" - CONTRACTOR VERIF'� AND IF EXISTINC� COLUMN5 1`1ATCH ORIGINAL DRAWING5,
PROVIDE PIRE-RATING FDEIR DETAIL 5HCUJN. NOTIF'T' ARCHITECT IF STEEL COLUMNS ARE NOT A5
SHCUJN ON OF6NAL DRALUINr:sS.
DWOR No,
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No
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4PL
T4AE, INC. - ARCHITECTURE & PLANNING
AA26001228 & AR92559 (954)839-4258
233 EAST ACRE DR., PLANTATION, RE 33317
F AND MECHANICAL ENGINEERING
4W64 BASE 4
INTERNATIONAL, INC.
9858 GLADES ROAD, �37
BOGARATON FLORIDA3�
BASE 1.720,72BASE4
..Iba�.wm
ELECTRICAL ENGINEERING
RDCE, INC.
5707S DIXIE HM,48
MST PALM BEACH. FLORIDA,3�05
PHONE 561 �9198
CERT.CFAUTH. #8WO
T4AE, INC., AND ALL PROFESSIONALS OF RECORD,
HEREBY RESERVE THEIR INDIVIDUAL AND COLLECTIVE
COMMON LAW COPYRIGHT AND ALL OTHER PROPERTY
RIGHTS IN THESE DESIGNS, SPECIFICATIONS, PLANS AND
IDEAS. THIS DOCUMENT IS NOT TO BE REPRODUCED
WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION OF
T4AE, INC., AND THE PROFESSIONALS OF RECORD. ANY
DISCREPANCY BETWEEN THIS DOCUMENT AND ACTUAL
CONDITIONS SHALL BE REPORTED TO T4AE, INC.
P R 0 F E S S 1 0 N A F 0 F R E C 0 R D
S E A L
I ROBIN ANDERSON, REGISTERED ARCHITECT - AR 92559
THIS IS A CONFIDENTIAL DOCUMENT
THIS DOCUMENT, AND THE INFORMATION
DEPICTED HEREIN, PERTAINS TO A SECURE
FACILITY DESIGNATED BY THE HOMELAND
SECURITY ADMINISTRATION AS "CRITICAL
INFRASTRUCTURE" AND MAY NOT BE SHARED
WITH ANY PERSONS OR ENTITIES OTHER THAN
AUTHORITIES HAVING JURISDICTION WITHOUT
WRITTEN CONSENT OF THE OWNER. ANY
PERSON OR ENTITY IN POSSESSION OF THIS
DOCUMENT SHALL SAFEGUARD IT, AND SHALL
DESTROY IT WHEN IT IS NO LONGER IN USE FOR
THE PURPOSE FOR WHICH IT WAS PROVIDED.
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11 R E V I S 1 0 N S
IRLV #1 DATE I REVISIONS MADE
DRAWING SCALE T
JOB NUMBER
AS NOTED
B4-84-15UI
Ott;
c0q,
SHEET NUMBER
INITIAL SUBMITTAL DATE
1411,10
11/11/16
r- DfR4LUNC;: L1�37
SHEET
DESCRIPTION
B-IOOA
INDEX AND GENERAL NOTES
5-100B
6TRUCTUF�AL NOTES (CONT-)
5-101
6C�4EDULE&
e-102
DETAILS
5-201
FOUNDATION PLAN
5-202
FIRST FLOOR WALL AND COLUMN PLAN
6-203
ROOF FRAt-tING PLAIN
6-204
ROOF BOTT. REE3AR PLAIN
6-205
ROOF TOP REBAR PLAIN
5-20&
ROOF PARAPET PLAIN
6-301
WINDOW 4 DOOR WIND PRESSURE&
8-401
BUILDING 5ECTION5
5-402
BUILDING SECTIONS
5-601
DETAILS
S-e,02
DETAILS
LEG�ENID
CONCRETE WALL
EXISTING WALL
BEARING WALL BELOW
LUALL OPENING 5El_OLJ
FLOOR CIDENING
COLUMN THROUGH FLOOR LEVEL
DETAIL- NUMBER
SHEET ON WHICH DETAIL 15 SHOWN
SHEET ON WHICH DETAIL le CALLED OUT
SECTION LETTER
SHEET ON WHICH SECTION 15 SHOWN
Z� REVISION NUMBER
>_ FIX (I'101'IENT) CONNECTION
f=IN (NON -II CONNECTION
COLUMK BELOW FLOOR LEVEL
COLUMN AT OR ABOVE FLOOR LEVEL
FOOTING TTF=
,455f;�,'F=Vl,470N&
ARCP_
ARCHITECTURAL
FTG.
FOOTING
AFF
A50VE FIN15HED FLOOR
FLR.
FLOOR
ALUD'l.
ALLII'llNU!"I
FIN.
FINISH
Bill
BE AM
SA.
GAUGE
5FE
BASE PLATF=
GALV.
GALVANIZED
BOTT.
50TTOM
GT
GIRDER TRUSS
5RG.
BEARING
5LK.
5LCC<
HORIZ.
HORIZONTAL
5FE
5A5E FLOOR ELEVATION
K
CLIR.
CLEAR
INBUL.
C 4C
COMPONENTS AND CLADDING
INT-
CONC.
CONCRETE
COL.
COLUMN
LONG.
CONN.
CONNECTION
L.L.
c1mu
CONCRETE MASONRY UNIT
CONT.
CONTINUOUS
MIN,
C.J.
CONTROL JOINT
MAX.
DIA.
DIAMETER
DWG.
DRAWING
Dim.
DIMENSION
DET.
DETAIL
D_L_
DEAD LOAD
ELEV.
ELEVATION
EA.
EACH
EMBED FL.EMBED PLATE
ELEC�
ELECTRICAL
EQ.
EQUAL
EXIST.
EXISTING
EXP_
EXPANSION
EXT.
EXTERIOR
=.J.
EXPANSION JOINT
MONO.
MTL.
MFGR.
INCH
INSULATION
INTERIOR
S.O.G.
5LAE-ON-GRADE
STD.
STANDARD
SIM.
SIMILAR
SEC.
SECTION
BFDEC-
SPECIPICATiONS
eTRUCT.
STRUCTURAL
eTL.
STEEL
ew
SHEAR WALL
T.O.
TOP OF
T�`,F.
T`T'PICAL
TRANS.
TRANSVERSE
TH<.
THic<NESS
T/5LA5
TOP OF 5LA5
LONGITUDINAL UN.O.
LIVE LOAD
VERT
MINIMUM
MAXIIIIIUM
W/
MONOLITHIC
W.W.F.
METAL
WB
MANUFACTURER
W.L�
I MIL�
NO.
NUMBER
N�T.8�
NOT TO SCALE
Nam.
NOMINAL
O.C,
ON CENTER
O.k.
OVERHEAD
FL, PLATE
REINF.
REINFORCING
REQIF-)
REQUIRED
REr.
REE'ERENCE
REV-
REVISED (REvl,410N)
RCC
REINroRcEc) CONCRETE
UNLESS NOTED OTHERWI&E
VERTICAL
WITH
WELDED WIRE FABRIC
WOOD 5EAT-t
WIND LOAD
1/1000 INCH
e
MEAN ROOF HEIGHT
NUMBER OF STORIES (U'
FOUNDATION TYPE
ROOF SYSTEM
SFECIF
ta'-7 1/2"
1(0)
SHALLOW FOOTING
CONCRETE SLAB
DESIGN LOADS:
1. THE STRUCTURAL 5Y5TEM R�fR
TH15 BUILDING H45 BEEN DESIGNED IN ACCORDANCE WITH THE DEAD LOAD
AND LIVE LOAD PROVIDED
IN STATE AND LOCAL BUILDING CODEBAND 46CE 1-10-
2. THE FOLLOWING SUPERIMF'OSED
DEAD LOADS HAVE BEEN UTILIZED:
a) RooF 100 F`5F. (eOlL
PROTECTIVE COVER)
b) ROOF 20 Per. (NO 5�)IL
PROTECTIVE COVER)
3.7HE FOLLOWING LIVE LOAr-8
HAVE BEEN UTILIZED:
a) ROOF 100 pep.
4. ALL 5TRLJCT[JRAL ELEMEN
5, EXF05ED To WIND, HAVE BEEN DESIGNED PER THE GUIDELINES OF THE
A5CE -1-10 BUILDING CODE LLITH
THE FOLLOWING DESIGN VALUES:
WIND SPEED = 115
EXPOSURE = C
BUILDING CATEGORY / CATEGORY
IV
<d= 0.55 FOR MWFR5
<6 = O,aE, FOR S 4C
INTERNAL PRESSURE CC
EFFICIENT5 ±Oje
(FULLY ENCLOSED)
GENERAL NOTES
THESE PLANS AND THE 486CCIATED
CALCULATIONS HAVE BEEN PREPARED IN ACCORDANCE UJITH STATE AND LOCAL
BUILDING CODES.
TO THE 5E5T OF OUR KNOWLEDGE,
THE STRUCTURAL DRALUING5 AND 5PECIFICATION5 COMPLY WITH THE APPLICABLE
REQUIREMENTS OF THE GOVERNING
BUILDINS CODE.
CONSTRUCTION 15 TO COMPL
WITH THE REQUIREMENTS OF THE GOVERNING BUILDING CODE AND ALL OTHER APPLICABLE
FEDERAL, STATE, AND LOCAI,
CODE6, STANDARDS, ORDINANCE5 REGULATIONS AND LAWS.
ALL INFORMATION SONTAINEV
IN THE CAD FILES OR COPIES OF THE STRUCTURAL DRAWING5 AIRE IN5TRUMENT5 OF
SERVICE OF: THE ARCHITECT/ENGINEER
AND SHALL NOT BE USED FOR OTHER PROJECTS, ADDITIONS To THE PROJECT OR
THE COMPLETION OF THE FR:)JECT
5T' OTHERS.
CAD FILEe AND COPIES OF
HE 5TRUCTURAL DRAWING5 REt'lAIN THE PROPERLY OF THE ECRAND IN No CASE SHALL THEIR
TRANSFER BE CONSIDERED
4 SALE,
CAD FILES OR COF'IE5 OF TI-E
STRUCTURAL DRAWING5 ARE NOT CONTRACT DOCUMENTS. IN THE EVENT OFA CONFLICT,
THE eTRIUCTURAL DRAWING&
SHALL GOVERN±
THE USE OF CAD FILES OR
SOFIE5 Or THE STRUC:TURAL DRAWINGS SHALL NOT IN ANY WAY RELIEVE THE CONTRACTOR'e
RESPONSIBILITY FOR FROFER
CHEC<ING AND COORDINATION OF DMEN51ONe, DETAILS, 5IZEe AND QUANTITIES OF
MATERIALS AS REQUIRED FOR
THE PREPARATION OF COMPLETE AND ACCURATE SHOP DRAWINGS.
THE CONTRACTOR SHALL REVISE
REFERENCES TO CONTRACT DOCUMENT SHEET NUMBERS AND SECTION MARKS AND
SHALL REMOVE NrORMATICN
THAT 15 NOT REQUIRED FOR THEIR WOR< FROM THE CAD FILES 01R COF`IE6 OF THE
STRUCTURAL DRAWINGS, ING-JEDING
THE T17LE BLOC<.
DIMENSIONS IN THE CAD FILES
MAY N07ALTEREC) FOR PRESENTATION FEURF06E51
THE BUILDING CODES USED I
-OR THE DESIGN ARE NOTED BELOW!
• A5CE 0-1-10 MINIMUM DESIGN
LOAF,)5 FOR 5UILDING5 AND OTHER 87RIUC7IJRE5
• ACI 315-11 BUILDING CODE IREQUIREt'IENT&
FOR STRUCTURAL CONCRETE AND COMMENTARY
• ACI 530-11 BUILDING CODE
REQUIREMENTS FOR MAeONIRT' eTRUCTUREe
*,415C LIRFD - MANUAL OF: STEEL
CONSTRUCTION LOAD 4 RE5ISTANCE FACTOR DESIGN
• AN5i/AF4P,4 ND5 2012 NATIONAL
DESIGN SPECIFICATION FOR WOOD CONSTRUCTION - ALLOWABLE eTRE5e DESIGN
• STEEL DEC< INSTITUTE DIA�HRAGM
DESIGN MANUAL SECOND EDITION
*,4151 - 2007 NORTH AMERICAN
6FECIFIC,4710N FOR THE DESIGN r_OLI_-)-FCRMED STEEL STRUCTURAL I'lEM5ERS
• FLORIDA EUlLl_-)lNa CODE -
2014 (FBC- 2014)
• INTERNATIONAL BUILDING �;ODE
- 2012 (15C 2012)
CONTRACTOR SHALL 05TAIN
LATEST SET OF DRAWING5 INCLUDING ANY REVISIONS BEFORE STARTING CONSTRUCTION.
IT 16 ASSUMED THAT THE r_Ot4TRACTOR
HAS READ AND UNDERBTANDS THE N07ES BELOW
THE CONTRACTOR SHALL REVIEW
DRAWINGS IN THEIR ENTIRETY BEFORE STARTING LJORK. THE BUILDER 51HALL ACCEPT FULL
RE8PON515ILITY FOR ANY E�RORS
01R OMISSIONS NOT REPORTED IMMEDIATELr' IN WR171NG TO TH15 ENGINEER.
CONTRACTORS WHO DISCOVER
Dler-REPANCIES, OlMle5IONS OR VARIA71ON5 IN THE CONTRACT DOCUMENTS DURING
BIDDING SHALL IMMEDIATELY
NOTIFY THE ECR. THE EaR UJILL RESOLVE THE CONDITION AND ISSUE A WRITTEN
CLARIFICATION.
THE GENERAL CONTRACTOR
SHALL COORDINATE ALL CONTRACT DOCUMENT& WITH FIELD CONID17ION8 AND DIMENSIONS
AND PROJECT eHOP DRAWINGS
PRIOR TO CONSTRUCTION.
DO NOT SCALE THE DRAWIN��S.
FOLLOW WRITTEN I_-)IMENeION5 ONLY.
ANY DISCREPANCIES SHALL
BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR 70 PRCCEEDING� LU17H THE AFFECTED
PART OF THE WOR<
ALL DETAILS AND &ECTIONe
SHOWN ON THE DRAWINGS AIRE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO
APPLY TO ANY SIMILAR SITUATION
EL8ELUHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL le SHOWN.
BTRUCTURAL DRAWINGS SHA-L
BE WORKED TOGETHER WITH ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS 70
VERIFY DIMENSIONS, LOCATIONe
OF DEPRESSED eL,45e, SLOPES, DRAINS, OUTLETS, RECESSES, BOLT SETTINGS SLEEVES,
ETC- DISCREPANCIES SHALL
BE BROUGHT 70 THE ATTENTION OF THE EOR BEFORE PROCEEDING WITH THE WORK.
VERIFY ALL DIMENSIONS, ELEVATIONS,
SIZE AND LOCATION OF WALL OPENINGS, COLUTIN5,AND 8LA5 PIN15LES WITH
ARCHITECTURAL DRAWINGS
BEFORE COMMENCING CONSTRUCTION.
ALL 5TRUCTURAL OPENINGS
AROUND OF, AFFECTED BY MECHANICAL, ELECTRICAL OR PLUMBING EQUIPMENT SHALL BE
VERIFIED WITH EQUIPMENT PJRCH,45ED
BEFORE PROCEEDiNG WITH STRUC;7URAL LJORK AFFECTED. CONTRACTOR SHALL
SUBMIT TO THE 5TRUCTURAL
ENGINEER FOR APPROVAL A DRAUJING DETAILING THE OPENING LOCATIONS AND SIZE PRIOR
TO CONSTRUCTION -
Do NOT CHANGE SIZE OR LOCATION
OF 6TRUC7URAL MEM5ERS WITHOUT WRITTEN INSTRUCTIONS FROM THE STRUCTURAL
ENGINEER OF RECORD.
NO PENETRATION OF ANY 67
RUCTURAL MEMBER NOT BHOWN ON THE 5TRUCTURAL DRAWING5 WILL BE ALLOWED WITHOUT
PRIORAPPROVAL OF THE ETRUCTURAL
ENGINEER.
SEE PROJECT 5FECIFICA`FIC,�e
FOR TESTING.
THE CONTRACTOR 15 SOLELY'
IREeFDON515LE FOR CONSTRUCTION MEANS AND METHODS, AND J05517E SAFETY INCLUDING
ALL 05HA REQUIREMENTS -
THE CONTRACTOR SHALL PIZOTECT
ADJACENT PROPERTY, H15 OUN WCR< AND THE P-JIBLIC: FROM HARM.
IT 18 THE CONTRACTOIR'8 RE6FDON5151LITY
TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSIJRE SAFETY OF
THE BUILDING AND ITS COMPONENTS
DURING ERECTION. TH15 WOR< INCLUDEe THE ADDITION OF NECESSARY SHORING,
SHEETING, TEMPORARY 5R4CINe,
GUYS OR TIEDOWNS,
WHEREVER THE CONTRACTCR
15 UlNeURE OF- THESE REQUIREMENTS, THE CONTRACTOR SHALL RETAIN A LICENSED ENGINEER
TO DESIGN AND INSPECT THE
TEMPORARY BRACING AND 6TA51LITY Or THE STRUCTURE -
THE STRUCTURE 1.5 DESIGNED
TO BE 5ELF SUPPORTINGAND STABLE AFTER T14E BUILDING 18 Ca'IPLETE. PRIOR TO
COMPLETION, THE RE5FEON5
5LE FOR BT,45ILIT'T' AND TEMPORARY BRACING 15 THE RESPONSIBILITY OF THE CONTRACTOR.
THE CONTRACTOR SHALL SL
PIPLEMENT THE MINIMUM REQUIRED FOUNDATION AND BITE PREPARATION REQUIREMENTS AN[)
5LAB-ON-GRADE THIC<NES
TO HANDLE CONSTRUCTION LOADS.
THE GENERAL CONTRACTOR
SHALL BE SOLELY RESPONSIBLE FOR ALL EXCAVATION AND SHORING PROCEDL;REBAND
PROTECTION OF ADJACENT
PROPERTY, 5TREET5AND UTILITIES INACCORDANCE WITH LOCAL BUILDING DEPARTMENT.
WHEN ImERrORMING, WCR< BELOW
GRADE, CARE SHALL BE TA<EN TO AVOID DAMAG;ING ANY EX15TING UTILITIES. ALL
UN<NOWN UTILITIES DISCOVERED
DURING CONSTRUCTION SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. ANY
DAMAGE To THE EX15TING UTILITIES
SHALL BE REPORTED TO ALL AFFECTED PARTIE6 Nr_L[JDlNG THE ARCHITECT-
swojo FgAWING5 AND OTHER SUBMITTALS
THE STRUCTURAL FRAMINGSHOWN 16 SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE
AeaUr-IIIPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL FLOOR DE61GNERS LAYOUT. PROVIDE SIGNED AND
SE41_5D SHOP DRAWING6 AND CALCULATIONS FORAFPROvAL. REvlELJ OF SHOP DRALUING6 16 REQUIRED 45 TWE ENGINEER
CHECKS BEAM, WALL, COLUMN AND FOOTING CAPACITIES AGAINST KNOWN LOADING. FAILURE TO PROVIDE SHOP DRAWING5 MAY
RESULT IN ADDITIONAL ENGINEERING C051`5 DURING CONSTRUCTION.
THE CONTRACTOR SHALL SUPPLY THE ENGINEER THREE COFIE5 OF 5LCP DRALUING5 WITH THE UNDERSTANDING THAT TWO WEE<5
ARE NECE88AFVrFOIR THE REVIEW PERIOD -
SUBMIT SPECIFIC COMPONENTS, 5L4CHA8 COLUMNS,FacTING6, ETC., IN A &INGLE PAC<AGE. 8U5MIT SIMILAR FLOORS TOGETHER. ON
THE FIRST SUBMITTAL, CLEARLY FLAG AND CLOUD ALL DIFFERENCES FROM THE CONTRACT DOCUMENTS. ON RE5U5t-TlTTALe, FLAG
AND CLOUD ALL CHANGES AND ADDITIONS TO PREVIOU& SU5MITTALi ONLY CLOUDED ITEMS WILL BE REVIEWED.
SUBMITTALS FOR SF`ECIAL STRUCTURAL, LOAD-CARR"rING ITEMS THAT ARE REQUIRED BY CODES OR STANDARDS TO RE516T
FoRr-58 MUST BE PREPARED 5T, OR UNDER THE DIRECT 6UFERV15ION OF,A DELEGATED ENGINEER. EXAMPLES INCLUDE FRECA57
CONCRETE, OPEN LUE5 STEEL JOISTS, EXTERIOR ENCLOSURE BYSTEM8 AND SHORING AND RE5HORING.
A DELEGATED ENGINEER 16 DEFINED AS A STATE LICENSED ENGINEER WHO SPECIALIZES IN AND UNDERTAKES THE DEBIGN OF
STRUCTURAL COMFONEN75 OR STRL�CTIORAL 5Y8TEM5 INCLUDED IN A Sf-ECIrIC, SUBMITTAL PREPARED FOR THIS f-ROJECT AN[) 16 AN
EMPLOYEE OR OFFICER OF, OR CONSULTANT TO, THE CONTRACTOR OR FABRICATOR REeFON515LE FOR THE SUBMITTAL. THE
DELEGATED ENGINEER SHALL SIGN, SEAL AND DATE THE SUBMITTAL, INCLUDING CALCULATIONS AND DRAWINGS- I
THE TRADE CONTf;ZACTCR IS RE6FON615LE FOR CONFIRMINGAND CORRELATING DIMENSIONS AT THE JOB 61TE6, FOR TOLERANCES,
CLEARANCES, QUANTITIES, FABRICATION PROCE55E5 AND TECHNIQUES OF CONSTRUCTION, COORDINATION OF: THE UJCIR< WITH OTHER
TRADES AND FULL COMPLIANCE WITIL THE CONTRACT DOCUMENTS.
THE GENERAL CONTRAC7OR/CON57RUCT ION MANAGER SHALL REvIEW AND APPROVE SUBMITTALS AN[) BHALL SIGN AND DATE EACH
DRAWING PRIOR TO 5U5M177ING TO THE EOR. THIS APPROVAL 15 70 CONFIRM THAT THE 5L0M177AL 15 COMPLETE, COMF'LlEe WITH THE
SUBMITTAL REQUIREMENTS AND 15 COORDINATED WITH FIELD DIMENBION5, OTHER TRADES, ERECTION SEQUENCINS AND
SON57RUCTBILITY�
THE STRUCTURAL ENGINEER REVIEWS SUBMITTALS TO CONFIRM THAT THE SUBMITTAL 18 IN GENERAL CONFORMANCE WITH THE DE81GN
CONCEPT PRESENTED IN THE CONTRACT DOCUMEN75, =ANTITIE&AND DIMENSION54RE NOT CHEC<ED. NOTATIONS ON 5U5MIT7AL5
Do NOT AUTHORIZE CHANGES To THE CONTRACT 5Ut'l. CHEC<INS OF- THE SUBMITTAL BY THE STRUCTURAL ENGINEER SHALL NOT
RELIEVE THE CONTRACTOR OF RESPONSIBILITY FOR DEVIATIONS FROM THE CONTRACT DOCUMENTS AND FROM ERRORS OR
oMI65ION6 IN THE SUBMITTAL.
IN ArDCITION TO THE ABOVE, THE STRUCTURAL ENGINEER'S REVIEW OF DELEGATED ENGINEER SUBMITTALS US LIMITED 70 vERIFT'ING
THAT THE SPECIFIED 5TRUC7URAL SUBMITTAL HAS BEEN FURNISHED, SIGNED AND SEALED BY THE DELEGATED ENGINEER AND THAT
THE DELEG;ATED ENGINEER HAS LINDERSTOOr-) THE DE51GN INTENT AND USED THE SPECIFIED STRUCTURAL CRITERIA. NO DETAILED
CHEC< OF CALCULATIONS WILL BE MADE. THE E)ELEGATEr-> ENGINEER 15 SOLELY RESPONSIBLE FOR H[5/HER DESIGN, INCLUDING BUT
NOT LIMITED TO THE ACCURACY OF H15/LER CALCULATIONS AND COMPLIANCE WITH THE APPLICABLE CODES AND STANDARDS.
C-AD FILE5 OF STRUCTURAL DRAWINGS MAY BE UBED 46AN AID IN PREPARING SHOP DRAWINGS ONLY UPON THE CONTRACTOR
SIGNING AN AGREEMENT. WHEN CAD FILES OR COPIES Or THE STRUCTURAL DRAWINGS ORE MADE AVAILABLE, IT 16 UNDER THE
FOLLOWING COND17ION5:
EXCAVATION AND BACKFILL
THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALI EXCAVATION PROCEDURES INCLUDING LAGGING, SHCRING,AND PROTECTION
OF ADJACENT PROPER7r, 5TRUCTURE6, 6TREET5 AND UTILITIES IN ACCORDANCE WITH THE REaUIRE!"�EN75 OF THE LOCAL BUILDING
DEPARTMENT AND OSHA REGULATIONS.
Do NOT EXCAVATE WITHIN ONE FOOT OF THE ANGLE OF: REF`05E OF AN'T' SOIL BEARING; FOUNDATION UNLE55 THE FOUNDATION 18
PROPERLY PROTECTED AGAIN57 SETTLEMENT.
Do NOT 5AcKFILL AGAN6T ANY FOUNDATION WALL UNTIL 1 DAYS AFTER THE WALLS ARE 51RACEID BY THE STRUCTURE ORARE
TEMPORARILY BRACED.
DO N07 5AC<FILL CAN'TILEVERED RETAINING W4LL5 UN71L CONCRETE REACHES 70% OF THE SPECIFIED 25 DAY STRENGTH
[)a NOT 5AC<FILL UNTIL AFTER COMPLETION AND INSPECTION OF ANY WATERPROOFING.
VAPOR MAR9199
WATERPROOF: MEMBRANES (OVERLAFFED C,11 AT JOINT5) WITHA FER-1EANCE OF LEee THAN 0.3 PER1115 IN ACCORDANCE WITH AeTM
E-ci(o SHALL BE PROVIDED UNDER INTERIOR 6LA55.
NO FREE WATER STANDING ON NEITHER THE 6U5GRADE NOR AN*T' MUDD"r OR SOFT SPOT 15 ALLOWED.
ANY a7RUCTURAL MEMBER PENETRATING SLAB ON FILL le To BE ISOLATED LU17H 1/2" THIC< PRE -MOLDED JOINT FILLER COt-IPLYING
WITH ASTM D-1-152, TYPE I-
S��
REFER TO GEOTECHNICAL REPORT FOR eU5GRAZ)E PREFARATION MORE THAN 12`5ELOW THE 50TTOM Or THE BLAB.
ABOVE eU5GFADE, J5E FILL CONTAINING NOT MORE THAN 10% PASSING 200 SIEVE AND MAXIMUM I INCH DIAMETER. COMPACT To
e5% OF MAXll'lUM DR7' DENSITY AS DETERT'IINEI--) BY MODIFIED PROCTOR ASTM 0-1557
EACH LAYER OF FILL SHALL NOT EXCEED 6" L005E THIC<NESS� COMPACT PRIOR TO PLACEMENT OF THE NEXT LAYER
FILL PLACEMENT AND COMPACTION SHALL BE MONITORED AND ACCEPTED BY TLE TESTING AGENCY.
TA<E A MIN, OF ONE FIELD DENSITY TEST (AeTM O-IrpBro OR 0-21B22) FOR EACH 2,500 5aUARE FEET Or EACH LAYER.
THE TESTING AGENCY SHALL RANDOMLY SELECT TEST LOCATIONe.
FOR INTERIOR SLABS PLACE 10 MIL POLYETHYLENE SHEETING BETWEEN BOIL AND BOTTOM OF BLAB. DO NOT USE-: ANY SHEETING
BELOW EXTERIOR CONCRETE 5L,455
USE &` THIC< eLA5e ON GRAIDE REINFORCED WITH C, X 10 X 10 WELDED WIRE REINFORCEMENT 5UPPLIED IN FLAT SHEETS ONLY.
USE C;�4AIRS TO eUF`PORT WIRE FABRIC IN THE CENTER OF BLAB.
PLACE CONCRETE IN LONG-6TRIP CONSTRUCTION METHOD. PROVIDE CIRAC< CONTROL JOINTS AT 10 FEET MAXIMUM TO LIMIT AREAS
BETWEEN JOINTS TO 100 6Q. FT. IN ALL FLOATING 5LA55 ON GRADE. LOCATE 70 CONFORM 70 BAY 5FACING WHENEVER FPOeeI5LE,
ADD CRAC< CONTROL JOINTS AT RE-ENTR,4NT CORNER5 WHICH TEND TO INVITE CRAC<5.
IN 5IDELJAL<S AND LUALKWA-7-6, LOCATE ISOLATION JOINTS AT 20 FT. O.C. MAXIMUM SCORE AND TOOL BETWEEN ISOLATION UOINT6 IN
EQUAL 5AY5 OF 5 FT. OR LESS.
eEE THE ARCH]TECTURAL DRAWINGe FOR 6LA5 ON GRADE DEFIRESeIONs AND OTHER REQUIREMENTS.
CaNTIRACTION, EXPANSIONAND CONSTRUCTION JOINT$
CONTRACTION JOINTS ARE INTENDED TO CREATE WI) PLANES IN THE CONCRETE AND REGULATE THE LOCATION OF CRAC<5.
EXPANSION JOINTS 5EFARA7E SLA5e FRO1`1 07�-�ER FARTS OF THE STRUCTURE.
CONSTRUCTION JOINTS ARE 5URFACEe WHERE TWO 5UCCE551VE PLACEMENTS OF CONCRETE MEET.
THE MAXIMUM JOINT SPACING SHOULD BE 24 TO 3ro TIMES THE TPIC<NE65 OF THE 5LA5 NOT EXCEEDING 15 FEET,
ALL PANELS SHOULD BE SQUARE OR NEARLY SQUARE. THE LENGTH SHOULD NOT EXCEED 1.5 TIMES THE WIDTH. AVOID L-SHAPED
PANEL6.
FOR cONTRACTION JOINTS, THE JOINT GROOVE SHOULD HAVE A MINIMUM DEPTH OF 114 THE 7HIC<NE55 OF THE eLA5, BUT NOT LESS
THAN 1 INCH�
CONVENTIONAL SAW -CUT JOINT5 SHOULD BE RUN W17HIN 4 70 12 HOURS AFTER THE CONCRETE HAS BEEN FIN15HED,
USE PREr-IOLDED JOINT FILLER FOR ISOLATION JOINTS TO eEPARATE SLABS FROM BUILDING WALLS OR FOOTING& -
TO ISOLATE COLUMNS FROM SLA55, FORM CIRCULAR OR 6QU-4RE OPENINGS, WHICH WILL NOT BE FILLED UNTIL AFTER THE FLOOR 144e
HARDENED.
REINFORCED CONCRETE
CONCRETE DE51GN HA5 BEEN PERFORMED IN ACCORDANCE WITH ACI 315 BUILDING CODE REQUIREMENTS FOR STRUCTURAL
CONCRETE.
CONCRETE CON51PRECTION TECHNIQUES SHAI L CONFORM TO THE "SFECIFICATION5 FOR 5TRUCTURAL CONCT;�ETE FOR BUILDINGS` (AC
'I
301).
ADEQUATE VERTICAL AND HORIZONTAL SHORING SHALL BE PROVIDED TO 6,47ELl� SUPPORTALL CONSTRUCTION LOADS.
CONCRETE BEAM SIZES MAY BE INCREASED AS REQUIRED FOR ARCHTTECTUR,4L DETAIL6 OR TO FIT 5LCCK CCJRSINrz$
PROVIDE 3/4FT CHAt"IFER FOR ALL EXPOSED CORNERS.
T4AE, INC. -ARCHITECTURE 1, PLANNING
AA26001228 & AR92559 (954)839-4258
233 EAST ACRE DR., PLANTATION, FL 33317
ITRUOTURAL AND MECHANICAL ENGINEE
BASE 4
INTERNATIONAL, INC.
9858GI-ADESIROA0,4237
BOCARATON FLORIDA��
BASE4 1,M 72BASE4
ELECTR.C�_ ENGINEERING
16 RDCE, INC.
5707 8 DIXIE HWY #5
WEST PALM BEACH, FLORIDA33�
PHONE: 5614369198
CERT, OF AUTH: #8800
T4AE, INC., AND ALL PROFESSIONALS OF RECORD,
HEREBY RESERVE THEIR INDIVIDUAL AND COLLECTIVE
COMMON LAW COPYRIGHT AND ALL OTHER PROPERTY
RIGHTS IN THESE DESIGNS, SPECIFICATIONS, PLANS AND
IDEAS. THIS DOCUMENT IS NOT TO BE REPRODUCED
WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION OF
TOE, INC., AND THE PROFESSIONALS OF RECORD. ANY
DISCREPANCY BEPAEFN THIS DOCUMENT AND ACTUAL
CONDITIONS SHALL BE REPORTED TO TOE, INC.
P R 0 F E 5 5 10 IN A L 0 F R I C 0 R D
S E A L
G I A,/,,
.. C E
NO 51199
STATF,
Av I
ADAM GINSBURG, PE
11.1 W�LEYD�VE
8�'C� �TuN, F1 ��128
ROBIN ANDERSON, REGISTERED ARCHITECT - AR 92559
THIS IS A CONFIDENTIAL DOCUMENT
THIS DOCUMENT, AND THE INFORMATION
DEPICTED HEREIN, PERTAINS TO A SECURE
FACILITY DESIGNATED 13Y THE HOMELAND
SECURITY ADMINISTRATION AS "CRITICAL
INFRASTRUCTURE" AND MAY NOT BE SHARED
WITH ANY PERSONS OR ENTITIES OTHER THAN
AUTHORITIES HAVING JURISDICTION WITHOUT
WRITTEN CONSENT OF THE OWNER. ANY
PERSON OR ENTITY IN POSSESSION OF THIS
DOCUMENT SHALL SAFEGUARD IT, AND SHALL
DESTROY IT WHEN IT IS NO LONGER IN USE F03RJ
THE PURPOSE FOR WHICH IT WAS PROVIDED.
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Ike\/ #1 Z�A7F � REI/151ON5 YAI;'E:
DRAWING SCALE
JOB NUMBER
AS NOTED
34-84-1501
-acotox
'Ald(
10*11R,41 NOTF5
66
SHEET NUMBER
INITIAL SUBMITTAL DATE
e-1004
4/12/17
WHEN APPLICABLE, CONTRACTOR &HALL SUBMIT PROPOSED MIX DE61GNS, WITH HI6TORICAL STRENGTH DATA FOR EACH 6EFAPATE
MIX PRIOR TO CONCRETE PLACEMENT.
CONCRETE SHALL COMPLT' WITH ALL THE REQUIREMENTS or AGI 301 AND A6TM C-�34 �OR MEASURING, MIXING, TRANSPORTING, ETC.
CONCRETE SHALL COMPLY UJITH ALL THE REQUIREMENTS OF ACI 301 AND A57-1 C-J4 FOR I-IFASURING, MIXING, TRANSPORTING, ETC -
NORMAL WEIGHT CONCRETE (14E� FsF) 20-DAY CoMPREe5lVE 5TRENSTEE�
RE7AININr� LUALL: 5000 F51
FOUNDATION5: 4000 P81
6LA5 ON GRADE: 3000 P51
COLUMNS, BEAMS, AND ELEVATED SLA56� 4000 F&I
CONCRETE SLUMP SHALL BE AS FOLLOWS, IN NCLE5:
MIN MAX
MASSIVE SECTIONS, PAVEMEN75, AND SLABS 1 1/2 4
HEAVY SLABS, 5EAt-15, WALLIS 5
THIN LUALL6, COLUMNS, 1/2 (0
DETAILS OF CONCRETE REINFORCEMENT SHALL BE IN ACCORDANCE WITH �'THE MANUAL OF STANDARD PRACTICE FOR Rr=INFORCEI)
CONCRETE CON57RUCTION" AS PUBLISHED B'T' THE CONCRETE REINFORCING STEEL INSTITUTE UNLESS OTHERWISE INDICATED.
FLACINS DRAWINGS AND BAR LIeT6 SHALL CONFORt*� TO A,C.L'e MANUAL OF STANDARD PRACTICE FOR IDETAILINr� REINFORCED
CONCRETE &TRUCTURES." (ACI 315)
PROVIDE ASTt-T A-015 GRADE 50 REINFORCING &TEEL. REINFORCING SHALL BE ACCURATELY PLACED, RIGIDLY SUPPORTED AND
FIRMLY TIED IN PLACE, WITH APPROPRIATE BAR eUPPORTS AND 5FACER5.
LAP CONTINUOUS REINFORCING 48 BAR DIA. LAP 50TTOM 8TEEL OVER eUPPORTS AND 70FD STEEL AT MIDSF-AN (U.CN.)- LOOK
DIeCONTINUOUS ENDS OF TOT= EAR5 AND ALL EARe IN WALL5, U.ON. PROVIDE COVER OVER REINFORCING AS FOLLOWS:
ELEMENT5 50T TOT* 61DE5
FOOTINGS AND FILE CAF5 3. 2� 3.
GRADE 5EAM6 WITH SIDES FORMED V,
IBEAtl�6 A50VE GRADE 1 1/2' 1 1/2" 1 1/2"
COLUMNS - 1 1/2"
6LAES ON GRADE 2" 1,, 2-
SLABS 45OVE GRADE 3/4" 3/4� I,,
51-458 F=XF- TO WEATHER (S) 1-1/2" T 1/2 ' 1-1/21,
SLA55 EXP. TO WEATHER (LARGER) 2" 2" V
WALLS RETAINING FILL 2.
UIALLe A50VE GRADE -
31,
CONCRETE CAST AGAINST EARTH
,IF GRADE 5EAt-I SIDES ARE JNrORYED, EXCAVATE 2� WJIDER (1" EACH SIDE) THAN SPECIFIED AND INCREASE COVER TO 3"
PROVIDE THE FOLLOWING TEMPERATURE REINFORCING FOR CNE-WAY SLABS, JON
SLAE� THICKNESS REINFORCING
3 1/2' - 4 1/4 " 03 6 12 " OLC_
4 1/2 " - (c 1/2' 04 Q 10" O.G.
I" - 1 1/2" 04 a 15"O.C,
5 " e" #4 a 12 " O.C,
UTILITIES SHALL NOT PENETRATE 5FAI16 OR COLUMNS BUT MAY PA65 THROUGH 61-456 AND WALLS INDIVIDUALLY, UON. FOR
OPENINGS 24' LONG OR LESS, CUT REINFORCING AND REPLACE ALONGSIDE OPENING WITH 5PLICE 5AR5 OF EQUIVALENT AREA WITH
45 BAR D14. LAP. PREPARE AND 5U5MIT aHOP DR4WING6 rCR OPENINGS LONGER THAN 24". FOR RECTANGULAR OPENINGS 12' LONG
OR LONGER, ADD 105 X 61'11D DEPTH DIAGONAL AT ALL FOUR CORNER6.
WHERE REINFORCING STEEL CONGESTION PERt-IlTa, CONDUIT AND PIPES UP TO I" DIAMETER MAY BE EMBEDDED IN CONCRETE PER
4sl 31a, SECTION 9,3. SPACE AT 3 DIAMETERS O.r-- PLACE BETWEEN OUTER LAYERS OF REINFORCING, IF CONDUITS ARE
8IGNIFIcANTLY CONGESTED, ADDITIONAL REINFORCING PEf;ZpEN:-.)lCULAR TO PIPING MAY BE REQUIRED- REQUESTS TO EMBF=D
LARGER PIFE5 SHOULD BE ACCOMPANIED BY A DETAILED DE5CRIFITIONAND E3E 5UBMITTED TO THE ARCHITECT FOR EVALUATION-
FROvlr:)E CONSTRUCTION JOINT5 IN ACCORDANCE WITH ACI 315, SECTION &.4. PROVIDE KEYWAYS AND ADEQUATE DOWELS. SUBMIT
DRAWING5 SHOWING LOCATION OF CONSTRUCTION JOINT&AND DIRECTION Or FOUR FOR REVIEW.
THE OWNER SHALL CONTRACT AN INDEPENDENT TESTING LABORATORY TO PERFORM CONCRETE CYLINDER TESTS AS FOLLOW6:
FOUR CYLINDER TESTS FOR ANr' 50 CUBIC 'TARD5 OF- CONCRETE POURED, OR THREE CYLINDER TEST PER ANY DAY'S POUR LESS
THAN 50 CUBIC YARDS. ONE CYLINDER SHALL BE TESTED AT 7 DAYS AND TWO 14T 2a DAYS.
CONCRETE TICKETS SHALL BE TIME-5TAMFED WHEN CONCRETE 15 5ATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER 15
ADDED TO THE MIX UNTIL IT 16 DEPOSITED IN IT& FINAL POSITION SHALL NOT EXCEEF-) cjO MINUTES. IF FORANY REASON THERE 15 A
DELAY SUCH THAT A BATCH 15 HELD FOR LONGER THAN c30 MINUTES, THE CONCRETE SHALL NOT BE PLACED.
IT SHALL BE THE RE5PON8151LITY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR
OF ANY NONCOMPLIANCE WITH THE ABOVE.
ALL CONCRETE SHALL BE CURED U51NG A CUR-ING COMPOUND MEETING A6TM STANDARD C-30e, TYPE 1. CURING C011-1POUND5 SHALL
HAVE A FUGITIVE DYE. THE CURING COMPOUND SHALL BE PLACED AS 60ON AS THE FINISHING 18 COMPLETED OR 45 SOON 45 THE
VISIBLE WATER HAS LEFT THE UNFINISHED CONCRETE.
ALL SCUFFED OR BROKEN AREAS IN THE CURING MEMBRANE SHALL BE RESCATED DAILY
CALCIUM CHLORIDES SHALL NOT BE UTILIZED IN THE WORK.
OTI-4ERADMIXTURE5 MAY BE USED ONLY WITH THE APPROVAL OF: THE ENGINEER.
FOI;FiTIWORKAND SHORING:
NO STRUCTURAL CONCRETE SHALL BE 5TRIPPED UNTIL IT HAS REACHED AT LEAST TWO-THIRDS OF THE 2a DA'T' DESIGN STRENGTH.
FoRMWOR<, SHORINa,AND 5RAGINr� FORALL CONCRETE 5EAYtS, SLABS, COLUMN6, IWALLS,AND FOOTINGS SHALL BE DESIGNED AND
CON6TRUCTED IN ACCORDANCE WITHACI eTANDARDS 341 AND 301 AND STATE AND LOCAL BUILDING CODE& AND SHALL BE
DESIGNED B'T' 4 REGISTERED ENG41NFEF_'
REINFORCING STEEL:
RrHeAR SHALL BE A5TI`-1 A6,15 GRADE 60 DEFORMED BARS, rRFE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE WITH
THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS Or THE ACI STANDARDS AND SPECIFICATION5.
CONTRACTOR SHALL 5U51-11T RE5AR SHOP DRAWING5 FOR REVIEW PRIOR TO FABRICATION.
HORIZONTAL AND VERTICAL BAR& SHALL LAP ro x BAR NO., SEE LAP SPLICE SCHEDULE.
UNSCHEDULED FIELD LAP5 ARE SUBJECT TO ENGINEER'5 REVIEW.
TENSION LAP5FLICE SCHEDULE
PLAN IRE INFORCEMENT
MASONRY OTHER THAN TOP
BARB
TOP BAR&
BAR No-
SPICE LENGTH (3000 P51
) (4000 P51) (3000 P51 ) (4000 P51)
3
all
211L
1511
4
2411 221L
2511
2411
5
3011 27, 2311
3511
30,
(b
3&1 3511 3111
4611
40"
1
.4211 4511 4211
031,
54"
pRoviECE 3' X B'CORNER EAR& LAPPED AND TIED TO EACH 5FAt-t REBAR, TYPICAL AT ALL CORNER5. THESE CORNER BAR8
&HALL BE THE SAME 81ZE AS LON&TUDINAL BEAM 5AR5. 9FE DETAILS FORADDITIONAL INFORMATION -
REINFORCEMENT SHALL BE CAREFULLY PLACED, RIGIDLY 5UPPORTED AND WELL TIED WITH BAR eUFFORTS AND SPACERS.
REINFORCING STEEL IN FOOTINGS SHALL BE 45SEM5LED A6 MATS WITH 15AR5 EQUALLY 5FACED AND LUIRED TOGETHERAT EACH
INTERSECTION BEFORE CONCRETE 15 PLACED,
DOWEL COLUMN AND WALL REINFORCING TO rOCTINS WITH SAME SIZE AND NUMBER OF DOWELS AS VERTICAL BAR5 45OVE�
DOWEL55HALL BE HOOKED 'L` AT 5OTTOMAND &HALL BE LAPPED 3C? 5AR DIAMETER WITH THE COLUMN OR WALL REINFORCING
ABOVE.
CONCf;�ETE COLUMN& &HALL 5E TIE:) COLUMNS UNLESS OTHERWISE INDICATED,
WELDED WIRE MESH;
WELDED WIRE MESH SHALL BE ASTM 4155, GRADE &E�, FREE FROM OIL, SCALE, AND RUST, AND SHALL BE PLACED IN ACCORDANCE
WITH THE ACI TY�PICAL DETAILS.
LAP SHALL BE ONE SPACE FLU& TWO INCHES
WHERE SPECIFIED, PROVIDE PLAIN, COLD -DRAWN ELEC'ERICALLY-WELDED WIRE REINFORCEMENT CONFORMING 70 ASHI A-IB5.
8UPFLY IN FLAT SHEETS ONLY. LAP SPLICE ONE cRoee LUIRE 5PACING FILU& TWO INCHES.
EXPANSION ANC-44ORS
USE WEDGE-T"'PE EXPANSION ANCHOR8 SUCH AS THE HILTI <LUI< BOLT, ITW RAMSET RED HEAD TRU50LT WEDC%E, POWERS RAWL
POWER -STUD, SIMP50N 8TRONG-TiE WEDGE -All OR ACCEPTED EQUIVALENT. FOLLOW MANUFACTURER'e SPECIFICATIONS FOR USE
AND INSTALLATION.
CONF:IIRM THE ABSENCE OF REINFORCINCz STEEL 5T' DRILLING A 1/4' DIAMETER PILOT HOLE FOR EACH
ANCHOI;?_ DO NOT CUT REINFORCING STEEL WITHOUT APPROVAL OF THE STRUCTURAL ENGINEER.
PROVIDE ANCHOR EMBEDMENT, 5PACING AND ED(:zE DISTANCE A6 SHOWN ON THE DRAWINGS.
CHEMICAL AC4-ESIVE F ANCHORING REINFORCING 5ARS, THREADED 5ARS AND ANCHOR 5OLT5
USE AN EPDXY, ACRYLIC, OR POLYESTER REBIN ADHE51VE SYSTEM SUCH AS THE HILTI HIT HY150 2 PART EPDXY INJECTION
SYSTEM, OR ACCEPTED EQUIVALENT. FOLLOW MANUFACTURER'5 ePECIFICATIONS F01R L15E AND INSTALLATION-
CONFIF,M THE A55ENCE OF REINFORCING STEEL 5T' DRILLING A 114' DIAMETER PILOT HOLE FOR E,4CHANSkOR. DO NOT CUT
REINFORCINa STEEL LUlTkOU7AFPROVAL OF THE STRUCTURAL ENGINEER.
REFER TO MANUFAC7URER'5 INSTALLATION N5TRUCTIONS FORAFF'ROPRIATE DRILL SIZE. THOROUGHLY CLEAN HOLE INCLUDING
REMOVAL OF: DUST PRIOR To FILLING WITH EPDXT)_
PROVIDE ANCHOR EMBEDMENT, SPACING AND EDGE DISTANCE AS SHOWN ON THE DRAWING8.
THREADED RODS ARE A&TY AIS3 BI STEEL, U.ON_
POWDER ACTUATED FASTENER$
USE POWDER ACTUATED F-45TENING SYSTEMS SUCH AS THOSE MANUFACTURED BY HILTI, ITW RAMBET/REDHE4D, RAWL, OR AN
ACCEPTED ALTERNATE HAVING C50, 55CCI, OF, MIAMI-DADE CCUNT-r- PRODUCT CONTROL APPROVAL.
INSTALL IN ACCORDANCE WITH I-IANUFACTURER15 SPECIFICATIONS. PROVIDE A MINIMUM OF TWO �46TENER5 PER CONNECTION.
PROVIDE A MINIMUM PENETRATION IN ACCORDANCE WITH I11ANUFACTURER'5 SPECIFICATIONS BUT NOT LE55 THAN 1-1/5" IN
CONCRETE, UON.
PROVIDE A MINIMUM ANCHOR SPACINS AND EDGE DISTANCE OF 31' IN CONCRETE 4ND A MINIMUM ANCHOR SPACING OF- I" AND
EDGE DISTANCE OF 1/2" IN STEEL.
TMER NaTE5
ALL. WOOD MEMBERS HAVE BEEN DESIGNED IN ACCORDANCE W17H THE NATIONAL DESIGN &FECIFICATION FOR WOOD
CONSTRUCTION AND ITS 5UPPLEt'lENT, (NDS), 2005 EDITION.
ALL WOOD FOR 5EAI-15, BEARINS LUALL5,80LE PLATE5, TOP PLATE5, BLOCKING, BRACING, LEDGERS, CRIPPLES, 5ILL5, ETC,.
SHALL BE BPRUCE-PINE-FIR NO.2 OR BETTER WITH A MOISTURE CONTENT OF n% OR LESS.
t-llCROLAl'-1 BEAMS SHALL BE MANUFACTURED 5*,r TRU6-JC15T CORP. OR AN APPROVED EQUAL AND SHALL PROVIDE A
MODULUS Or ELASTICITY OF l,'BOO,000 P51, A MINIMUM FLEXURAL STRENGTH OF 2600 Pel, AND A MINIMUM HORIZONTAL 5HEAR
5TfRE85 OF 255 FABIL
ALL WOOD IN CONTACT LUITH CONCRETE OR CONCRETE BLOCK SHALL BE FRE55URE TREATED. ACCEPTABLE TREATMENTS
INCLUDE ACO (AMINE COPPER allAT) COFFER BORON AZOLE, ACID COPPER CHROMATE AND COPPER CITRATE. ECRATE
BASED TREATMENTS SUCH AS ZING 50RATE ANE) 50DIUM 5ORATF ARE ALSO ACCEPTABLE FOR INDOOR USES.
FOR STRUCTURAL USE6,AVOID 5U�TlNG TREATED LUMBER THAT CONTAINS MORE THAN 112' OF: HEARTWOOD.
AVOID INHALATION OF SAWDUST PRODUCED BY FRE68URE TREATED WOOD. WEARA DUST MA6<AND WORK OUTDOORS.
DISPOSE OF: DUST AND SCRAP BY ORDINARY TRASH COLLECTION. DO NOT BURN. PRE56URE TREATED WOOD I"lAy PRODUCE
TOXIC FUME5.
IN HICILLT' CORROSIVE ENVIRONMENTS, ALL WIND RE518TING HARDWARE INCLUDING THE HURRICANE eTRAFFS SHALL BE MADE
OF BTAINLE55 STEEL OR SHALL BE DIPPED (AND 5CRATCHE5 REPAINTED)
IN CCAL-TAR EFCXT' PAINT.
HURRICANE &TRAPS SHALL BE INSTALLED ACCORDING TO YIANUFACTURER'5 INSTRUCTIONS.
HANG�ERS OR STRAFe THAT DO NOT MATCH EXACTLY THE ONES SPECIFIED ON THE DRAWINGS IN STEEL YIELD OR ULTIMATE
STRENGTH, &TEEL DIMENSIONS (LENGTH AKE) WIDTH), NUMBER AND DIAI-IETER OF HOLES FOR THE SAME SIZES OF NAILS OR
5CLT5,AND/CR DO NOT HAVE THE SAME GENERAL SHAPE WILL NOT BE ACCEFT45L.E.
NO PCr_<ET5 UJILL BE ALLOWED IN CONCRETE OR STEEL MEMBERS FOR CONNECTION OF WOOD MEMBERS UNLE55 THE
CONNECTION DETAIL 16 IN WRITING PRIOR TO INSTALLATION.
ALL NAILS, 5CREWS AND 5OLT6 SHALL BE HOT -DIPPED GALVANIZED.
ALL TJI JOISTS AND PARALLAtl 5EAI-16 AND COLUMNS SHALL BE AS MANUFACTURED 5T' TRUSS JOIST NO ORAN APPROVED
EQUAL. SUBMIT MANUFACTURERS PRODUCT DATA TO EOR FOR REVIEW-
6TRUCTURAL STEEL
THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE
DFBInN, FABRICATION AND ERECTION OF 6TRUCTURAL STEEL FOR BUILDINGS, eTH. EDITION BY THE AMERICAN INSTITUTE OF
STEEL CON15TRUCTION.
STRUCTURAL STEEL aHAFE5 SHALL BE FABRICATED FROM THE FOLLOWING MATER1,41-6:
ROLLED WAND WT SHAPE&: 45"7t-� AlBe2, GRADE �,O.
ROLLED M, 5, CAND MC 514APE6AND ANGLE6; ASTM,43ro, F-T-=3ro <61,
ANGLES, PLATEBAND BARS: AeTT-1 436, FY=36 <51.
COLD -FORMED HOLLOW STRUCTURAL SECTIONS OP56):
ROUND 5ECTICNS: 45TM A500, GRADE C, FY=4& <61.
SQUARE AND RECTANGULAR eECTIONe: 45TM A500, GRADE 5, Fr=4& <51.
STEEL Pl�=E: A6TM A53, TYPE E OR 5, GRADE 5, ry=35 <51.
ALL STEEL 5EAMS eILPPORTING CONCRETE FLOORS ON STEEL DEC< ARE TO BE CONSTRUCTED AS CCMFD061TE WITH THE SLAB
AN[) SHALL BE CONSTRUCTED LINSHORED, U.C.N. 5EAY5 INCLUDE CHANNELS, STEEL TUBES, WIDE FLANGE SECTIONS, TRUSSES,
ETC. WELD V4" DIAMETER HEADED STEEL STUD& TO ALL COMPOSITE BEAMS. WHERE 5A5E MATERIAL 15 THINNER THAN 03H, USE
5/5" DIAMETER 6TUD5. STUD8 SHALL CONrORrl TO AW5 01.1. 8TUD LENGTH SHALL EXTEND 1 1/2" A50VE TOP FLUTE OF DEC<
,SPACE STUDS AT 12" O.C, FOR GIRDERS SUPPORTINC� 15EAM5 AND AT 24" OC. FOR BEAM& SUPPORTING STEEL DEC< ONLY, U.C.N.
ON PLAN. WELD STUDS THROUGH DEC<.
,4325 AND 44,30 BOLTS SHALL COMPLY WITH '5FECIFICATION FOR 8TRUCTURAL JOINT& U61NG ASTM A325 ofR A41�0 BOLTS"
INCLUDING COMMENTARY.
4 TYPICAL BOLTS USED IN STRUCTURAL CONNECTIONS FOR THIS PROJECT AIRE -1/5" DIAMETER A325.
5. TIGHTEN 5EARING-TYPE BOLTS (A-325N, A-32F2X, A-4SON,AND A-413OX) TO THE SNUG TIGHT CONDITION AS FOLLOW5:
1. BOLTS SHALL BE PLACE[) IN ALL HOLES, WITH WA5HER6 POSITIONED A5 REQUIRED AND NUT5 THREADED TO
COMPLETE THE ASSEMBLY.
2. COMPACTING THE JOINT TO THE SNUG -TIGHT CONDITION SHALL PROGRESS SYSTEMATICALLY FROM THE MOST
RIGID PART OF THE JOINT.
3. THE 5NUG-TISHTENED CONDITION 15 THE TIGHTNESS THAT 15 ATTAINED WITH A FEW IMPACTS OFAN IMPACT
WRENCH OR THE FULL EFFORT OF AN IRON WORKER U51NG AN ORMINART' SPUD WRENCH.
4, MORE THAN ONE CTCLE THROUGH THE BOLT PATTERN MAY BE REQUIRED TO ACHIEVE THE BNUG-TIGHTENED
JOINT.
C. TIGHTEN SLIF-CRITICAL BOLTS (4-32r5SC AND A-4906C) TO THE MINIMUM FASTENER TENSION INDICATED IN TABLE 6.1
OF THE `SPECIFICATION FOR STRUCTURAL JOINT6 JBING3,46TM A-325 OR ASTY A-4eO 5OLT6" AS FOLLOWS:
1. BEGIN FINAL TIGHTENING OF 5LIF-CRITICAL BOLTS ONLY AFTERA 6NUG-TIGHT JOINT 45 DESCRIBED 45OVE IS
ACHIEVED,
2. IF SPLINEC) END OF TEN61ON-r-ONTROL BOLTS 15 8EVERED PRIOR TO ACHIEVING SNLIG-TIGHT JOINT, REI'llOVIF
AND REPLACE THE FASTENER A55Ft**15L*T`.
3. PROGRESS 5'�'5TEI'IAT I CALL Y FROM THE M05T RiGJD PART OF THE JOINT.
4. DETERMINE TEN61ON U61NG EITHER LOAD INDICATOR WA61LER5 OR TENSION -CONTROL BOLTS.
D_ AT THE CONTRACTOR'6 OPTION, SLIFF-CRITICAL BOLTS MAY BE INSTALLED IN EITHER STANDARD, OVERSIZE, OR
SHORT SLOTTED HOLES. DESIGN OF CONNECTIONS JSINr� SLII= CRITICAL BOLTS 15 BASED ON A CLASS A FAILING
SURrACE AND OVERSIZED HOLES.
E. PROVIDE HARDENED W,45LER8 CONFORI-IING TO ASTM F436 AND PLACE UNDER THE PART BEING TURNED
F, DO NOT REU5E OF, RETIGHTEN 5OLT5 WHICH HAVE BEEN FULLY TIGHTENED. USE ONLY NoN-GALVANIZED NUTSANP
5OLT5 THAT ARE CLEAN, RU5T-FREE,AND WELL LUBRICATED, BOLTS AND NUTS SHALL BE WAX DIPPED By THE BOLT
SUPPLIER OR LUBRICATED WITH JOHN6CN'6 671C< WAX 140- CLEANING AND LUBRICATION OF: AeTtl Fla52
TWleT-OrF-TYFE TEN81ON-CONTROL 5OLT5 15 NOT PERt-11TTED.
G. WHERE SLOTTED HOLES ARE USED TO ACCOI`1101��ATE THERMAL MOVEMENT, NOTIrT' THE ENGINEER IF BOLT Is
EXPECTED TO HIT THE ENE) OF SLOT, BASED ON TEMPERATURE AT TIME OF INSTALLATION-
H. STORE FASTENER COMPONENTS IN eE4LED CONTAINERS UNTIL RE,4DT FOR USE.
RESEAL OPEN CONTAINERS TO PREVENT CONTAMINATION 5'�MOiSTURE OR OTHER
DELETERIOUS 51.155TANCE5.5TORE CLOSED CONTAINERS FROM DIRT AND MOISTURE IN
A PROTECTIVE SHELTER. TAKE FROM PROTECTIVE STORAGE ONL �T' A5 MAN'T FASTENER
COMPONENTS AS ARE ANTICIPATED TO BE INSTALLED DURING THE WCRK SHIFT
FASTENER COMPONENTS THAT ARE NOT INCORPORATED INTO THE WCR< SHALL BE
RETURNED TO PROTECTIVE 5TOR4GE AT THE ENE) Or THE WORK 5AIrT. FASTENERS FROM
OPEN CONTAINERS AND FASTENERS THAT ACCUMULATE RUST OR DIRT SHALL NOT BE
USED AND SHALL BE IMMEDIATEL'T' AND PERMANENTLT' REMOVED FROM THE PROJECT
SITE,
J8E A-301 50L.T8 FOR ALL ERECTION EOLTSAND BOLTS LESS THAN 3/4" [DIAMETER,
U,ON.ANCHOR RODS SHALL BE ASTt-FIE,54 GRADE 55 WITH SUPPLEMENTARY
REQUIREMENT 51, LOOKED AND 1 1/2 AeTM P15E,4 GRADE 105 WITH
5UPPLEMENTAL REQUIREMENTS, STRAIGHT WITH NUTS AND W,45HER5 EACH END.
SETTING BASE AND BEARING PLATEe; CLEAN CONCRETE AND MASONRY BEARING
6URFASE OF: BOND -REDUCING MATERIALS AND CLEAN BOTTOM OF BASE AND BEARING
PLATE.
A. SET B48E OR BEARING PLATE ON WEDGE5 OR OTHER ADJUSTING DEVICE&.
5. TIGHTEN ANCHOR ROD5 AFTER STRUCTURAL &TEEL FRAtl�E HAS BEEN PLUMBED. DO
NOT REMOVE LJEE`)GES OR
5HIM5 BUT, IF PROTRUDING, CUT OFF FLUSH WITH EDGE OF BASE OR BEARING PLATE
PRIOR TO PACKING WITH
GROUT.
C. PACK OR FOUR NON-514RINK GROUT 50LIDLY BETWEEN BEARING SURFACE AND
BASE OR BEARING PLATE. ENSURE
THAT NO VOIDS REIlAiN. FINISH EXP06ED SURFACES, PROTECT GROUTAND ALLOW TO
CUR=.
D� FOR PROPRIETART' GROUT MATERIALS, COMPLY WITH T-1ANUFACTJRERlls
INSTRUCTIONS.
E, BASE FLATE5 MU&T BE GROUTED A MINIMUM OF -12 HOURS PRIOR TO PLACINS
CONCRETE 5L,455 ON SUPPORTING STEEL STRUCTURE.
CUT, DRILL, OR PUNCH HOLES PERPENDICULAR TO METAL SURFACES. REAM HOLES TH14T
MUST BE ENLARGSED TO ADMiT 5OLT6 AS PERMITTED BY THE EOR. DO NOT ENLARGE
UNFAIR HOLES BID BURNING OR L16ING DRIFT FIN5.
WELDING SHALL BE DONE BY AWS CERTIFIED WELDERS USING THE MOST RECENT AWS
APPROVED TECLINIQUE5. SHIELDED METAL ARC WELDING (&MAW) SHALL USE ElOXX
LOW HYDROGEN ELECTRODE5.
,ALL 8HOF AND FIELD WELDING SHALL CONFORt-I TO THE AW5 01.15TRUCTURAL WELDING
CODE BY THE AMERICAN WELDING 5OCIETY.
WHERE NECESSARY. REMOVE GALVANIZING OR PRIMER PRIOR TO WELDING.
SPACE FILLER BEAM6 EQUALLY BETWEEN SUPPORTS, U.C.N.
DO NOT &PLICE 8TRUCTURAL STEEL MEMEER6 EXCEPT WHERE INDICATED ON THE
DRAWINGS.
SEE 4RCLITECTURAL AND MECHANICAL IDRAWING5 FOR MISCELLANEOUS STEEL NOT
SHOWN ON THE 8TRUCTURAL DRAWINGS.
REFER TO ARCHITECTURAL DRAWING6AND PROJECT SPECIFICATIONS FOR PAINTING
AND FIREPROOFING
ALL STEEL SHALL RECEIVE SHOP AND FIELD TOUCH-LIF COAT5 OF PAINT IN
ACCORDANCE WITH 68FC, 6PECIFICATION6.
SPREAD FOOTING AND M�8CELLANEOUB FOUNDATICIN15;
I.A GEOTECHNICAL ENGINEER SHALL SUEC'11T 4 5011-6 REPORT TO
VERIF-r- THE ALLOWAELE &OIL IDE51GN BEARING PRESSURE,
GEOTECHNICAL ENG.:
DATE OF REPORT:
PROJECT NUMBER:
ALLOW. C:Ot'�PRFSSION CAPACITT: 25OOP8F 646SUIYED)
I
/Ivcw
T4AE, INC. -ARCHITECTURE 1, PLANNING
AA26001228 8, AR92559 (954)839-4258
233 EAST ACRE DR., PLANTATION, FL 33317
STRUCTURAL AND MECHANICAL ENG[NEERIN7
AqvilBASE 4
, INTERNATIONAL, INC.
9858 GIGkDES ROAD, #237
BOCA RATON FLORIDA 3�
BASE4 1.720.72BASE�
ELECTRICAL ENGINEERING
RDCE, INC.
5707 & DIXIE HM, #6
WESTPALM BEACH, FLORIDA�5
PHONE; 551 4WO198
CERT. OF AUTH.: #8W0
-1
TOE, INC., AND ALL PROFESSIONALS OF RECORD,
HEREBY RESERVE THEIR INDIVIDUAL AND COLLECTIVE
COMMON LAW COPYRIGHT AND ALL OTHER PROPERTY
RIGHTS IN THESE DESIGNS, SPECIFICATIONS, PLANS AND
IDEAS. THIS DOCUMENT IS NOT TO BE REPRODUCED
WINOUT FIRST OBTAINING THE NRUTTEN PERMISSION OF
T4AE, INC., AND THE PROFESSIONALS OF RECORD, ANY
DISCREPANCY BETWEEN THIS DOCUMENT AND ACTUAL
CONDITIONS SHALL BE REPORTED TO T4AE, INC.
P R 0 F E S S 1 0 N A L 0 F R E C 0 R D
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ROBIN ANDERSON, REGISTER ED �ARCHITECT - AIR 92559
THIS IS A CONFIDENTIAL DOCUMENT
THIS DOCUMENT, AND THE INFORMATION
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FACILITY DESIGNATED BY THE HOMELAND
SECURITY ACMINISTRA71ON AS "CRITICAL
INFRASTRUCTURE" AND MAY NOT BE SHARED
WITH ANY PERSONS OR ENTITIES OTHER THAN
AUTHORITIES HAVING JURISDICTION WITHOUT
WRITTEN CONSENT OF THE OWNER. ANY
PERSON OR ENTITY IN POSSESSION OF THIS
DOCUMENT SHALL SAFEGUARD IT, AND SHALL
DESTROY IT WHEN IT IS NO LONGER IN USE FOR
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233 EAST ACRE DR., PLANTATION, FL 3
STRUCTURAL AND MECHANICAL ENGIN
-409&b BASE 4
VIP" INTERNATIONAL, INC
9858 GI-ADES ROAD, 01237
BOCA RATON, FLORIDA 33434
BASE4 1.720 72BASE4
�,�ase4.wm
ELECTRICAL ENGINEERING
0 RDCE, INC.
5707 S. DIXIE HWY, #8
WEST PALM BEACH, FLORIDA 33405
PHONE 561 4369198
1a CERT OFAUTH. #8800
14AE, INC., AND ALL PROFESSIONALS OF RECO
HEREBY RESERVE THEIR INDIVIDUAL AND COLLEC
COMMON LAW COPYRIGHT AND ALL OTHER PROP[
RIGHTS IN THESE DESIGNS, SPECIFICATIONS, PLAW
IDEAS. THIS DOCUMENT IS NOT TO BE REPRODL
WITHOUT FIRST OBTAINING THE WRITTEN PERMISSIC
T4AE, INC., AND THE PROFESSIONALS OF RECORD.
DISCREPANCY BETWEEN THIS DOCUMENT AND AC
CONDITIONS SHALL BE REPORTED TO T4AE, IN
P R 0 F E S S IC N A L 0 F R E C 0 R
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ADAM GINSBURG, PC
126'1 YAPLLEY DMVE
BOCA RATON. FL 3M'S
ROBIN ANDERSON, REGISTERED ARCHITECT AR 9
11 THIS IS A CONFIDENTIAL DOCUMENT
HIS DOCUMILINT, AND THE INFORMAIIIJ�
DEPICTED HEREIN, PERTAINS TO A SECU�
FACILITY DESIGNATED BY THE HOMELANI
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T4AE, INC, -ARCHITECTURE 1, PIANNING
AA26001228 & AR92559 (954)839-4258
233 EAST ACRE DR., PLANTATION, RE. 33317
STRUCTURAL AND MECHANICAL ENGINEERIN3
40 BASE 4
INTERNATIONAL, INC.
98M GLADES ROAD, #237
BOCA RATON, FLORIDA 33434
BASE4 1 720 72BASE4
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ELECTRICAL ENGINEERING
RDCE, INC.
57078 DIXIE HWY, #8
WEST PALM BEACH, FLORIDA 33�
PHONE: 561436 9198
CERT OF Al #88M
T4AE, INC., AND ALL PROFESSIONALS OF RECORD,
HEREBY RESERVE THEIR INDIVIDUAL AND COLLECTIVE
COMMON LAW COPYRIGHT AND ALL OTHER PROPERTY
RIGHTS IN THESE DESIGNS, SPECIFICATIONS, PLANS AND
IDEAS. THIS DOCUMENT IS NOT TO BE REPRODUCED
WITHOUT FIRST OBTAINING THE NRITTEN PERMISSION OF
T4AE, INC., AND THE PROFESSIONALS OF RECORD. ANY
DISCREPANCY BETWEEN THIS DOCUMENT AND ACTUAL
CONDITIONS SHALL BE REPORTED TO T4AE, INC.
P R 0 F E S S 1 0 IN A L 0 F R E C 0 R D
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ADAM GINSBURG. PE
ROBIN ANDERSON, REGISTERED ARCHITECT AR 92559
THIS IS A CONFIDENTIAL DOCUMENT
THIS DOCUMENT, AND THE INFORMATION
DEPICTED HEREIN, PERTAINS TO A SECURE
FACILITY DESIGNATED BY THE HOMELAND
SECURITY ADMINISTRATION AS "CRITICAL
INFRASTRUCTURE" AND MAY NOT BE SHARED
WITH ANY PERSONS OR ENTITIES OTHER THAN
AUTHORITIES HAVING JURISDICTION WITHOUT
WRITTEN CONSENT OF THE OWNER. ANY
PERSON OR ENTITY IN POSSESSION OF THIS
DOCUMENT SHALL SAFEGUARD IT, AND SHALL
DESTROY IT WHEN IT IS NO LONGER IN USE FOR
THE PURPOSE FOR WHICH IT WAS PROVIDED
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1 4
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THE WEIGHT F a C 0
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CONSTRUCTION SCHEDULE.
GENERAL CONTRACTOR COORDINATE INDEPENDENT
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GENERAL NOM
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CONTRACTOR SHALL C-Ol AND COORDINATE DIMEN610l WIT14
ARCHITECTURAL FLANe FlRICR TO FFREFEARATION OF 6HOF DRALUING5 AND
REFORT DISCREPANCIES TO THE ARCHITECT IMMEDIATELY. THIS NOTE
AF`fmLIES TO ALL DI IN THE CONTRACT DCCU�'IENTS.
GENERAL 6LA5 NOTES
6LA5 HEIGH-Trp 6HIOLUN 41RE IFOR GENERAL REFERENCE ONLY. 6TRUCTURAL
FOUNDATION FLAN SHALL GOVERN.
CONTRACTOR &HALL COORDINATE EXACT SLAB ILESILTS WITH4 RAISED FLOOR
SYSTEM AND FLOOR FINISHES TO CIl LEVEL TRAN&ITION6 WHERE CC -CUR.,
CONTRACTOR 51HALL FROVIDE REQUIRED CONTROL JOINTS IN A DECORATIVE
FDATTERN AT EXfOOSED SE-456 AT OUJI DISCRETION. f=ATTr=f;ZN TO BE
COORDINATED WITH4 OLLNER AND ARCHHTECT FDRIOR TO r-ON6TRUCTION.
CUR55 UNDER DOORS BETLLEEN AREA6 WITH RAZED FLOORS SiHALL BE
ACCORDING TO DETAILS FFIROVIDED. CONTRACTOR COORDINATE LUITH DOOR
INSTALLATION AND RAISED FLOOR 6'T'6TF=1-1,
EXTERIOR SLA56 SH4ALL SLOFFE MIN. 1/0" FER FOOT ALUAY FROM BUILDING OR
SURROUNDING LUALLS
FOUNDATION NOTES
FOR TOF OF UJALL LBEIGHTS, SEE SHEET FLOOR AND FRAMING F`LANS
COLJt-N AND FOOTING CENTERLINIES, SPALL COINCIDE UNLE66 DIMENSIONED
CTHERLU15E.
REFERENCE ELEVATION +01-0', SEE SURVEY PLOT FOR NSvD AND BUILDING
ORIENTATION.
F`II 1801-4TION JOINT& BEETLUEEN INTERIOR AND EXTERIOR. SL455 ON
GRADE: PROVIDE 1/2" PELT FAFFER AT THE JOINT,
WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COOFSDIN4TED LUITH THE
LUINDOUJ/DOCR TYFE8 AND LOCATIONS NOTED ON THE ARCHITECTURAL
DRAUJINS5 Al WITH THE MANUFACTURER& 5FFECIFICAT IONS. USE
4RCH-ITECTRUAL CENTER LINE5 FOR EXACT POSITIONING.
REINFORCING FOR �OUNDATION SHALL BE CONTINUOUS AROUND CORNERS AND
CHANGE6 OF DIFECTION WITH THE ADDITION OF A CORNER BAR 30" ALONG
EACH LES, FOR EACH BAR IN FOUNDATION,
TERMITE TREATMENT
PROVIDE A COt-IFLETE TREATt-tENT FOR THE FREVENTION 07 SUBTERRANEAN
TERt-11TES. TfRE,471ENT SHOULD BE IN ACCORDANCE WITH THE RULES AND
LALUB AS E57`45LIBILEC, BY TL�F= FLORIDA DEPARTMENT OF AGRICULTURE AND
CONSUMER BERVICIES,
PC�NDATICN FLAN
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AA26001228 & AR92559 (954)83!
233 EAST ACRE DR., PLANTATION, F
STRUCTIRAL AND MECHANICAL E
BASE 4
INTERNATIONAL, 1
9858 GLADES ROAD, 4137
BOCA RATON, FLORIDA 33,134
BASE4
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ELECTRICAL ENGINEERING
RDCE, INC.
5707 S� DIXIE 11�, #8
10
WESTPALMBEACH, FLCRIDA3�5
PHONE: 561 436 9198
CERT.OFAUTH. 1IS000
T4AE, INC., AND ALL PROFESSIONALS OF R
HEREBY RESERVE THEIR INDIVIDUAL AND CO
COMMON LAW COPYRIGHT AND ALL OTHER P
RIGHTS IN THESE DESIGNS, SPECIFICATIONS, P
IDEAS. THIS DOCUMENT IS NOT TO BE REPf
WITHOUT FIRST OBTAINING THE WRITTEN PERM
T4AE, INC., AND THE PROFESSIONALS OF REC
DISCREPANCY BETWEEN THIS DOCUMENT AND
CONDITIONS SHALL BE REPORTED TO T4AE
P R 0 F E S S 10 N A L 0 F R E C C
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ADAM GINSBURG, HE
12641 YcJcMLEY DRFV�
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11 THIS IS A CONFIDENTIAL DOCUM
HIS L)UUUMLN 1, AND HHE INFORMA
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FACILITY DESIGNATED BY THE HOME
SECURITY ADMINISTRATION AS "CRIT
INFRASTRUCTURE" AND MAY NOT BE E
WITH ANY PERSONS OR ENTITIES OTTE
AUTHORITIES HAVING JURISDICTION WI
WRITTEN CONSENT OF THE OWNER.
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FLANTER �JALL DETAIL SECTICN
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DETAILS AND NOTES SHOLUN ON ALL STRUCTURAL EINGINEEPRING DRAUJING5
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T4AE, INC. -ARCHITECTURE& PLANNING
AA26001228 & AR92559 (954)839-4258
233 EAST ACRE DR., PLANTATION, FL 33317
STRUCTURAL AND MECHANICAL ENGINEERIN7
4 BASE 4
INTERNATIONAL, INC.
9858 GI-ADES ROAD #237
BOCA RATON, FLORIDA 3U34
BASE4 I.M0.72BASE4
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ELECTRICAL ENGINEERING
10 RDCE, INC.
5707 S, DIXIE HWY, #8
WEST PALM BEACH, FLORIDA 33405
PHONE: 561 436 9198
CERTOFAUTH. #�O
T4AE, INC., AND ALL PROFESSIONALS OF RECORD,
HEREBY RESERVE THEIR INDIVIDUAL AND COLLECTIVE
COMMON LAW COPYRIGHT AND ALL OTHER PROPERTY
RIGHTS IN THESE DESIGNS, SPECIFICATIONS, PLAN� AND
IDEAS. THIS DOCUMENT IS NOT TO BE REPRODUCED
WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION OF
TOE, INC., AND THE PROFESSIONALS OF RECORD. ANY
DISCREPANCY BETWEEN THIS DOCUMENT AND ACTUAL
CONDITIONS SHALL BE REPORTED TO TOE, INC.
P R 0 F E S S 1 0 N A L 0 F R E C 0 R D
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51199
I III fil ol,
ADAM GINSBURG, RE
11641 Y�TLEY D�VE
BICA �TON, FL 334M
ROBIN ANDERSON , REGISTERED ARCHITECT - AR 92559
THIS IS A CONFIDENTIAL DOCUMENT
THIS DOCUMENT, AND THE INFORMATION
DEPICTED HEREIN, PERTAINS TO A SECURE
FACILITY DESIGNATED BY THE HOMELAND
SECURITY ADMINISTRATION AS "CRITICAL
INFRASTRUCTURE" AND MAY NOT BE SHARED
WITH ANY PERSONS OR ENTITIES OTHER THAN
AUTHORITIES HAVING JURISDICTION WITHOUT
WRITTEN CONSENT OF THE OWNER. ANY
PERSON OR ENTITY IN POSSESSION OF THIS
DOCUMENT SHALL SAFEGUARD IT, AND SHALL
DESTROY IT WHEN IT 15 NO LONGER IN USE FOR
THE PURPOSE POP WHICH IT WAS PROVIDED.
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4/12/17