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HomeMy WebLinkAboutHealth department approval, site plan stamped , plans114' = 1'-0"
VICINITY MAP
I CODE SUMMARY
McCARTY RANCH
PORT ST LUCIE, FL.
1664 sf TOTAL TENANT BUILD -OUT
APPLICABLE CODES:
BUILDING CODE- FLORIDA BUILDING CODE 6th EDITION (2017)
INCLUDING ANY ADMENDMENTS
FAC- FLORIDA ADMINISTRATIVE CODE
2015 FIRE CODE- 2015 NFPA 1, & 101, LIFE SAFETY CODE- 2009
2007 NFPA- 72, 2014 NFPA- 70, 2013 NFPA- 10, 13, & 241
FLORIDA ACCESSABILITY CODE- 2017
FBC PLUMBING 2017
FBC FUEL GAS 2017
CONSTRUCTION TYPE & OCCUPANCY:
EXISTING BUILDING: TYPE V-B, NON-SPRINKLERED
GROUP W BUSINESS
OCCUPANCY (TABLE 1004.2.1)- 1:100 GROSS
9 PEOPLE
GROUP'S2'STORAGE
OCCUPANCY (TABLE 1004.2.1)- 1:300 GROSS
3PEOPLE
ALTERATION LEVEL 2 P 2017 (STING BLDG CODE 301.5
Area Calculations
Name Area
OFFICE
1575 5F
5TORAGE
785 5F
Grand total I GG4 51`
Sheet Index
Sheet No.
Sheet Name
Al
51te Plan
A2
Floor Plan- Proposed
A3
Life Safety Plan
A4
Enlarged Re5troom Plan5
A5
Reflected Cehng Plan
AG
Detad5
E0. I
Electrical Notes * Legends
Power Plan
E2. I
Lighting Plan
E3. I
Electrical R15er fE Load Calc5
E4. I
Electrical Panel5
E5. I
Electrical Deta115
Mo. I
Mechanical Notes * Legends
MO.2
Mechanical Schedules
M I . I
Mechanical Plan
M5. I
Mechanical Deta115
MG. I
Mechanical notes * Specs
PO. I
Plumbing Notes * Legend5
P I . I
Plumbing Plan
P3. I
Plumbing Rl5er5
P5. I
Plumbing Detal15
GENERAL REQUIREMENT5
DIV15ION 5 - METALS
.01 All work to comply with all applicable codes and ordmances.
.O I Reinforcing sieel shall be ride 60 steel conforming to A5TM AG 15 / AG 5M - 2009 Edition
.02 Contractor to review the construction documents and placement of structure oa the srte prior to any constructor.
.02 Remtororq steel stall be free from oil. loose scale and loose rust and bent,
.03 All work to comply with the requmement, of the Flonda Energy Code.
Iapped. placed supported and fastened according to the "man.[ of standard practice
All work peeformed and materials used shall meet the requirements of all applicable codes, ordirences and r lotions such as but
for detailing concrete structures .
.03 Welded wire mesh shall conform to A5TM A 185 / A 165M - 07
not limited to the 5tate and Local Codes (mcludmg all amendments to sal the Gth ed:bon of file Florida Buddm
hot pe All oceanirorR or
04 Aallt bo
(20 17) Code wd applicable amendments and all ordure c and regulations of the agencies hawng junsdictron. Con actor Co assure
wateo cwsltal cP f astners.ed.
(dings to have stainless Stcel xt
complance with sad codes.
.05 Masonry horizontal Iomt remforong shall be 9 gauge. ladder or truss type deformed
.04 Contractor W take all necessary s fety precautions to insure the health and safety of the public, and to comply with
mill g ed steel, mcludme preformed welded _r and tees at wall
0.5.M.A.. and shall be so. responsible to comply with same.
ectio
tersecborr.. Install every second course on non-beanng walls (every course on
Coastal Construction Zone) and on every course on reta�n,ng Install first
.OS Contractor to omde all necessa horn bran
pr ry s g. rig, etc. as required to provide safety.
The drawings
walls. at
Ct above and below opemngs on sad masonry walls. lap splices to be m,mmum 1 2'.
.06 are intended to show, the general arrargement, design and extent of the work and are therefore partly
dagrata,15
Co torm to A5T11 A82/A82M-07 aenaionend ASTM A153/A 153M-09
.06 All rem oeharsN5te
a
.07 All details and sections shown on the drawings are intended to be typical and shall be constrveded to apply to any similar
.07 All orcm ghaand l be sou vooprted on steel or O 5bccarried
l cha char, shall be
plastic ProteLgted where 5rtuahons of moderate to severe exposure the
sdwt�on elsewhere on the project wth appropr ite adjustments for the particular condhbon.
.08 The Architect shall not be responsible or held liable nor guarantee a product's performance, luahty and smtabd,ty for the
of concrete
occure and/or sduatiore regwnng tight g ding (I/I 6') or sandblasting of
.05 Electrodes fpr w lch to coin fy wdh AWS Code. Weldin to be done by c rb6ed
intended use.
welders, conforming t AWS 'Epode for Arc and Gas Weld��g m 13midmg ConshucGOn'.
.09 Arch,tect/Engmeer di lam any responsibility for accuracy. true location and extent of sal, mvesbgatmi,5 prepared by
.09 Structural steel primer: Zinc chromate, al atkalyd, type I gray color.
C
others -for inte Cation of that data m o ectin sod -beano lues, rock hues, soil stabi6t and
`pre pr j g g va pro y presence, level,
.1 Structural steep including shapes. plates, anchor bolts. pes (F 36ks0. Wbes (Ft'=46ksi),
pine bolts and welds. shall conform to the latest A5T1 and AYNSI/A ,tandard,
extent of underground water, unsuitable soils conditions, etc. V,sd site poor to executing contract documents. Contractor may
perform subsurface investigation at own expense.
I Shop pamts: Shall 1-clve shop coats and held ttoo ch-rp of paint m accordance wdh
Steel Council speafirat�on, type I red oxide, or federa specification, (red Oxide).
. 1 2 Cuts, holes, copmTqs. etc., required in structural steel members for the work of
ELECTRICAL
other trades, mustshown on shop draw rigs fo the structural steel and shall be
made m the shop and certified by Flonda Registered Engineer. Burning of holes or
.01 Installation shall meet all requirements of the 2014 edition of the Nabonal Electric Code
is in structural steel m the field will not be permitted except as approved by
and all local codes hawng juris ict,on.
.13 All steel Apes and tube columns to have bituminous applied at base poor to encasement.
.02 All conductors to be co peer.
.14 Prorde all necessaryfastener and anchors as required with matching washers and
.03 All materials to be new and 'UL' approved or equal.
. 15 When dissimilar metals are 'a contact with each other, or aluminum �n contact with
other metals, concrete, sWcoo or mortar. approved iwlatmn shall in contact
p-dwi
d.
.05 All bath, garage and exterior outlets to be GFL
Minimum vnre sine to be q 14 TI1W.
. 16 No direct bunal of steel columns to be permitted. All steel columns shall
.OS
06 Verify location f II to I I li k; h
be encased in concrete from footing to grade.
s o a recep c es, 'g ts, to p one jacks, television jacks, etc., with owner poor to installation.
.07 Electoral contractor to vent' all equipment requirements mdudmg but not limited to wire sue,
wattage, breaker sae, location, etc.. with actual equipment to be installed prior to commencing of work.
.05 Provide keyles, porcelain tight fixtures at all arc AMU locations.
.09 Prevnre house for telephone and telemsian.
. 10 Contractor l verify all clearances between tight required to m eptcode. gmpment
insulation, closet shelutng, etc. and adjust as required to meet code.
and bath fixtures, F D O H I n St. Lucie County
Environmental Health
NOTE:
Septic System Appears Adequate
All referenced standards shall -,ply with ChapteL3�5
ofthemoet`urrentadopted'FlondaBuddmgCo
For Proposed Construction 56-56-223 Lk
this Approval Goes Not Guarantee
Perf once of�thy�stem
Reviewer,... .
REVISIONS:
Rev Date Desortpwn
4 12/29120 Bldg
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Project No: 1622
Fit- M^' E9ADT
Pro(ectsLLA12020V.1cCarty
Ranch-203111-
Peenit12031. C4- McCarty
Ranch. PERMIT.M
Digitally status: Permit
signed by DaleDate:
1D/15I20
Meaux
a2021.01.04
Date: Copyright 2020 by the
Architect, all rights
reserved.
12:19:31-05'00'��
Sheet Number:
Al
REVISE
Rev Date Description
PROVIDE LANDING @ DOOR
H.C. RAMP, MAX SLOPE 1 : 12
VERIFY LENGTH IN FIELD
PROVIDE CONC SLAB FOR HANDICAP
PARKING SPACE. 5EE DETAIL FOR
STRIPPING 4 SIGNAGE
FDOH in St" Lucie County
Environmental Health
Septic System Appears Adequate
For Proposed Construction 5F Zz395s
This Approval Does Not Guarantee
Pe rf a of th ystem
Reviewer: �
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FINISH NOTES:
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1. ALL WALLS TO RECEIVE TWO (2) COATS OF PAINT OR ADQUATE COATS TO COVER.
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2. ALL DOORS AND DOOR FRAMES TO BE PAINTED.
'--I
3. DOOR FRAMES SHALL BE 18 GA HOLLOW METAL (KD)
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4. ALL DOORS SHALL HAVE LEVER TYPE HARDWARE. 8 COMPLY
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WITH ALL REQ'MTS OF FBC 114.13.9
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5. CONTRACTOR TO SUBMIT SAMPLES OF ALL FINISHING MATERIALS 8 COLORS TO
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OWNER FOR APPROVAL PRIOR TO STARTING WORK
6. REMOVE AND/OR PROVIDE AMPLE PROTECTION FOR ALL IN PLACE
/\��
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HARDWARE, ACCESSORIES, DEVICE PLATES, LIGHTING FIXTURES, FACTORY
FINISHED WORK AND COMPLETED CABINETRY. FURNITURE OR SIMILAR ITEMS.
U
AFTER COMPLETION OF EACH SPACE, CAREFULLY REPLACE ALL ITEMS
AND PROTECTION,
7. ALL PRIMERS, SIZING AND UNDERCOATS SHALL BE TINTED TO APPROXIMATE
THE COLOR OF THE FINISHED COAT.
8, THE CONTRACTOR TO TOUCH UP AND FINISH ANY PART OF HIS WORK
REOUIRING SAME AFTER OTHER TRADES HAVE FINISHED AND SHALL REPAIR
ANY DAMAGE TO HIS WORK.
9, THERE SHALL BE NO PENETRATIONS OF TENANT SEPERATION OR ANY FIRE RATED WALL.
3
A4
r- - - - -
-
NEW H.C. ACCESSIBLE U5TROOM5
-- - - - - --
Digitally signed
by Dale Meaux
Date:
w.�.`
2021.01.04
12:19:45-05'00'
I �
,
NEW 2. 4 METAL STUD WALL TO.TERMIN TE
II
EXISTING FLOOR DRAIN TO REMAIN
1
@ 8'-G' A.F.F. W/ 12. GWB EA 51DE TYP�—m
NEW W.C. TO TIE INTO EXISTING
SANITARY LINE STUB UP.
TIE ALL �EW PLUMBING FIXTURES INTO
EXI5TIN 5ANITARY LINE. CUT 5LAB
PROVIDE 5TAND ALONE PORTABLE I
A5 REOID
WATER COOLER OR IF REQD OPTIONAL- •
- - - - - - _ - - - -
- -- - - - - -
HI-LO WATER COOLER
I•
18'-4"
1-2"
iL.
am
— .— . — . — . —
23'-10•
4• 24'-2'
PROVIDE 7/8' HAT CHANNEL5 @ 24' O.C. W/
1/2' GWB OVER EXISTING EXTERIOR WALL51N
NEW 2, 4 METAL 5TUD WALL TO BE FULL HT TO
OFFICE 4 RE5TROOM5. GWB TO TERMINATE
EXI5TING ROOF DECK. (+/- 12'-O') IN5ULATE W/ MIN
_
@ 8'-G' A.F.F.
R-13 GATT IN5UL. I - 11R FIRE RATED. SEE DETAIL
5HEFT AG
ALL EXISTING WINDOWS L DOOR5 TO
REMAIN TYP.
2T. 10"
4" 24'-r I
I I
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I 3/0. Cd8 �
1
,
48'-4"
Floor Plan- Proposed
114" = 1' n"
FIRE EXTINGUISHER
FE
1 - ON WALL BRACKET
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Project No: 1622
Fit- cnuAlo zo20WECarty,
Ranch-203111-
Par,,,.31-C4- McCarty
Ranch-PERMIT.M
Status: Permit
Date: 10/15/20
Copyright 2020 by the
Architect, all rights
reserved.
Sheet Number:
A2
First Story Floor Plan- Life Safety
1/4" = 1'-0"
REVISIONS:
Rev Date Description
4 12/29/20 Bldg
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TRAVEL DISTANCE TO EXIT:
PATH I- 22'-4"
PATH 2- 34'-6"
EXIT NOTE: ALL EXITS FROM SPACE SMALL BE
LEVEL W/ NO MORE THAN I/2' THRESHOLD t
BARRIER FREE.
Digitally signed
by Dale Meaux
-Date:
10 MEANS OF EGRESS 4 2021.01.04
OCCUPANT LOAD 12:20:01-05'00'
OFFICES-'B 9
STORAGE-'SZ 3 4
U t�
EGRESS WIDTH PER OCCUPANT SERVED Z Z
BUILDINGSPRINaFRED w g
STAIRWAYS w ¢ a
OTHER EGRESS COMPONENTS Kb^ Z O
MAXIMUM EXIT ACCESS TRAVEL DISTANCE 75- U' Al—d JL K 1Ji
Q
MAXIMUM DEAD END CORRIDOR LENGTH 0 O yZ A
CORRIDOR FIRE RESISTANCE RATING 0 N^ > m
MINIMUM CORRIDOR NI AISLE DTH 44" V InQ
Q
MINIMUM NUMBEROF EXITS 2 O
Co
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EXIT DISCHARGE THRU AREAS ON LEVEL. 36' Q OF DISCHARGE
NOTE: Project No: 1622
ALL EXITS SMALL MEET ALL REQUIREMENTS OF FBC-ACCE551BILIN CODE
SECTION 207.1, t SECTION 1003.2.13 OF THE fDC (200 EDITION t 2001 NIA. E:WDT
SUPPLEMENT). FIIRolecU%LA120201McCaHy
ALL EXITS ARE TO BE AT GRADE LEVEL WITH NO MORE THAN 112' Ranch- 203111-
THRESHOLD. VERIFY ALL NEW t EXISTING EXITS 511OWN MEET THE ABOVE P—it12031-C4- McCarty
CQDE SECTIONS. Ranch-PERMR.M
Status: Permit
Date: 10/15/20
Copyright 2020 by the
Architect, all rights
reserved.
Sheet Number:
A3
SELF CLOSING DOOR W
HARDWARE WITH LOCKS
PROVIDE TILE TO D15TAF
ON ALL RE5TRM WALL5
LOCATION OF PORTABLE
COOLER
OPTIONAL- NI- LO DRINK
PROVIDE GRAB BARS A`_
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© 11
10
13
14
0 0 0 8
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CD d
co co
N
7(4) CN
O -
- -
CV
10 BROOM HOLDER- N/A ® ACCESSIBLE TAMPON VENDOR O7 ACCESSIBLE SOAP DISPENSER 10 SEAT COVER DISP. 13 URINAL
2� PAPER TOWEL DISP. MIRROR ® SANITARY NAPKIN DISPOSAL UNIT 11 GRAB BAR 14 ACCESSIBLE URINAL
3� PAPER TOWEL DISP./WASTE RECEPTACLE © ACCESSIBLE SINK TOILET TISSUE DISP. 1© ACCESSIBLE WATER CLOSET
Floor Plan- Enlarged Restrooms
1/2" = V-0"
NOTE: SEE PLANS
WATEPROUNTAIN ONLY TO BE PROVIDED IF FOR WALL
IN5PECTOR DETERMINE5 PORTABLE WATER COOLER CONST.
15 NOT ACCEPTABLE.
U.
I 8"MIN. 6" MAX.
I I
l CLEAR AREA FOR
WHEELCHAIR
MOVEABILITY
n Handicap Waterfountain
A4
INSULATE PIPES
v - BASE, SEE
ROOM
FINISH
SCHED
18' NOTE: UNDERSIDE OF
SINK 8 PIPES MUST
i SEE ROOM FINISH
SCHED FOR WALL
MATERIAL
3' 4"
44 �12
B
FTL
fiz_
TO FINISH CONFORM TO REO'D
CLEARANCES PER ADA,
FRONT 51DE
K_27'� Typ Handicap Restrm Clearances- Elevations
A4
t7v
70
/ GOGA PLASTIC LAI.t ONPXP05E0 SURFACES
2,G CONT.BEAUTY CAP
INSUTAtED COVEPS ON,1DRAIPIPES TOPREVENT(PROTECT-O-WP )N OPEN ARE. NO BASE
CAB BELOW SINK. TO
MEET H.C. KEOT5
19'MIN
SECTION ELEVATION
Handicap Sink Detail
A4
©=PLASTIC LAMINATE
FINISH PER SCHEDULE
AND/OR NOTES
114" TH. CLEAR
GLASS MIRROR
CONT. POL. CHROME TRIM
BACKSPLASH
1-314"PIWJODD 9\L
d !'LAV
L 1x BLOCKING
2x BLOCKING
314" PLYWOOD
Sole: al4••P-C NOTE:
ALL MATERIALS ARE
3/4' PLYWDOD UNLESS
NOTED OTHERWISE
Vanity Detail
A4
TOILET ACCESSORIES
MARK
REM
BOBRICK
MODELNUMBER
TOILET PAPER DISPENSER
RECESSED,DOUBLEROLL
B4388
GRAB BAR - 1 12" CIA., S/S,
PREENED GRIP, SNAP FLANGE
B-6806.99 35' L.
GRAB BAR -112"DIA., SIB
PREENED GRIP, SNAP FLANGE
B-68W.9942"L.
MIRROR -S/S ANGLE FRAME
B-2901836
COATHOOK
B682
PAPER TOWEL DISP/RECEP.
RECESSED
B-369
SOAP DISPENSER
EI-155
NAPKINrrAMPON DISP. (WOMEN'S
TOILET ONLY) RECESSED
B-3500
MOP HOLDER Q JANITOR'S CLOSET
B-223 X24
PAPER TOWEL DISP. Q KITCHEN
SINK)
B-2621
SOAP DISPENSER LAV. MTD.
B-822
GRAB BAR - 1 12" DIA., SIS
PREENED GRIP, SNAP FLANGE
B6806.9916" L.
REVISIONS:
Rev Dale DescriplLDn
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tttttttttai Jv-
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by Dale Meaux
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2021.01.04
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12:20:13-05'00'
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Project No: 1622
File "^ E:woT
Pr0jecl41LA12020Vd Catty
Ranch 203111-
Per M2031-C4-MCarty
Ranch- PERMIT.M
Status: Permit
Date: 10/15/20
Copyright 2020 by the
Architect, all rights
reserved.
Sheet Number:
A4
REVISIONS:
Rev Date Description
-----------
NEW 2. 2LIGHT FIXTURE
PROVIDE 18 GA 2R G MTL CLG
1015T C 24' O.C. TOP OF
�— NEW AMU LOCATION HANG
JO15T 8-G' A.F.F.
I FROM STRUCTURE ABOVE
L___J
5/8' GWB OVER RESTRMS
OPEN TO STRUCTURE ABOVE
PROVIDE
IGNITION PROOF PAINT
OVER EXISTING 5PRAY FOAM
IN5UTATION
OPEN TO STRUCTURE ABOVE
PROVIDE IGNITION PROOF PAINT
OVER EXISTING SPRAY FOAM
IN5UTATION
0
HANG ALL LIGHTING FROM
5TRUCTURE ABOVE
EXISTING LIGHTING THIS
510E OF BUILDING TO
2v 4 LIGHT FIXTURE TYP
REMAIN. NO NEW LIGHTING
PROVIDED
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Project No: 1622
Fil= ^I— E:140T
Pr0leCa1A12020V4cCaNy
11an1h-20311/-
Pertnit12031-
C4- McCarty
Ranch PERMIT.M
Status:
Permit
Date: 10/15/20
Eoi %loall
Digitally signed
Arolnteght 20 0 by the
by Dale Meaux
reserved.
Date:
tip
�NEp �
2021.01.04
Sheet Number:
Reflected Ceiling Plan
12:20:29-05'00'
A5
1�
WHITE ON BLUE
�/ BIACN ON WHITE
W/1?LETTERS
b POST
GALVANIZED
II
'-P+24T" DEEP
IP Ln� CONCRETE PAID
V, I�O
EACH SUCH PARKING SPACE SHALL BE CONSPICUOUSLY
OUL]NED IN BLUE PAINT. AND SHALL BE POSTED AND
MAINTAINED WITH A PERMANENT. ABOVE -GRADE SIGN
BEARING THE INTERNATIONAL SYMBOL OF ACCESSIBILITY
OR THE CAPTION -PARWNG BY DISABLED PERMIT ON —
ORB RING BOTH SUCH SYMBOL AND CAPTION (SEE
FIGURE 32). SUCH SYMBOL SHALL NOT BE OBSCURED
BYA VEHICLE PARKED IN THE SPACE. ALL HANDICAPPED
PARKING SPACES MUST BE SIGNED AND MARKED IN
ACCORDANCE WITH THE STANDARDS ADOPTED BY THE
DEPARTMENT OF TRANSPORTATION.
Handicap Parking Sign
1/2" = T-0"
PARKING BY
DISABLED
PERMIT
ONLY
Typi.1 Handicapped
Parking Sign to be
Provided for each Stall
� ;! �_uPE OF RAMP N,-, TO BiC EED 1: 1
FIELD VERIFY ALL HEI_: TJ TO DETEMviINE
LFUZTH GF R46AP.
PROIJiDE bAIN }4",x 44 LEVEL LANDING AT
TOP &c BOTTO�,A OF RAIL!IP.
IJO SECTION OF PAL'1P TO EXCEED 11' iN/D
HAWING INTERi✓EDIATE LEVEL LANDING.
IF PISF OF R-'.IPP IS GREATER THAN 1"' PRCiVI DE
HANDRAILS tiF CURE
Ramp Detail
17. = 1 .-rr,
Wheelchair Ramp- Parking
1/2" = T-0"
Ramp to level entry of building -
field verity hl of grade/ building
finish Door. max Slope 1:12
WheelStop,
4" Blue Striping —�
4" White
\ Blue Painted
Herldinpped
Symbol (Typ.)
all Paint
12•.T Stripe
While Paint
Stripe
Handicap Parking Space
114" = T-0"
NOTE:
PROVIDE PERMANETLY STENCILED IDENTIFICATION ON I - HR FIRE RATED TENANT 5EPERATION
WALL. LOCATED IN ACCEESSIBLE CEILING SPACE 4 WITHIN 15 FEET OF EACH END OF THE WALL.
4 AT 30 FOOT INTERVALS MEA51JRED HCRIZ. ALONG WALL. LETTERING SHALL BE MIN 3' IN
HEIGHT WRH 3!5' STROKE IN CONTP.A5TING COLOR. WORDING SHALL BE TIRFJ SMOKE
BARRIER. PROTECT ALL OPENINGS.'
HORIZONTAL SECTION
DESIGN NO. U465
A-6 SCALE: 3/4"=V-O"
NONBEARING WALL RATING - 1 HR.
1.RAQRB®UN3RNER-INOT9iJN4J-25NISG(MIN) G4LV. SIt$1 IN HC+{ RETLRN EGS3-5B IN WDE(MN,
ATTPO-E)TOROQtMDCBUrJ,,WMFASIB•E'S241N QC.
2 SIE L SI DS-3-" IN WCE (MN), 1-1141M LF_(£, MIN (RETL. N FORME 1CF25MSIG(MN GKV. STD
NM SIUSI1AON 324IN QC
3 EATISA'•D9PNEM--(CPnO'4-L)-MPEKVD3-CRGASSREERBATfSPWRRN.LYCROMF ETaY
RWNDSRDOAMTY. SEE =CA7830RYFDRNMESCFQA69RED=PANES
4.NPLLED'3iT GYPELM'-581N THO(4FT. W)EATrACFEDTDSTEB-SPXSNDRDMAD®UFDTRACK
WIH1 IN LCNQ 7NESS.F- TPFPINGSf8iSC1;8AS9)P®81N QGALONGEDGESCFBDYZpMD121N QC
INIFERBDCFTFEBD4RDJQNTSCRB41M\, RRC4LLYAADSrAa�QJCPPCSIESOESCFASS3VELY.
W-EJATrKI-®IDMM6(RfdRINGO WMBS), WWnVUISSDiWATrA3-MTOFLRdN.,GWtaSWTH
1 IN LONG TYPE SSTEELSCF12ABS ACED 121N OG
CA NADANGWSN OD, LTD-TYPESQ SCY S-K WtC
(ECIRGIAPADRCOOFF', GYPS MI3V.-TYPEGPFSC.
PABLTINYFSLNCQ-TYPEPGC.
US GYPS..MOD-TYPESQ FDl, 1PQS K. SFC, SKVVSCRVVOL
5 JQNTTAFEANDCDVR7U•D-MN/L, DZ1 CRR8.4)®JQNTCX FCLrO,APPUEDINTNQODATSTOJONTS
AADS7 EAI-F L:F PAR RTAPE 21N WCr BAEDDEDINR%7LAYERCFCDVPCLX•DOA RALLJOM&
ASANALTBZVATE NDMNW.3'321N THCKGWS.MVBl33:ZR.AS WAYEIEAFT3)®
TOThEe,MFSLFFAECFQAS4R®Vt3,EERBSS33OWd3JONrSRE3NCRCED
6 RMW.OWtEL-(4'na4q--NNaCi fRj-FESUeO25NMCALV STEEL FL NINSCI I'aS SPACEDVERBC/LLY MAX
241N QC. RMfJ=RHRQJATTICH®TQ EACH INIa;SEcn GSTDVJM 121N LCNGTYPE&12RAPhEADSIE33S3;BA6
' BEARN3TFELLCLASRCATICN WRONG
Fire Rated Wall- 1 hr
Metal Door Jamb Detail
1/d" = 1' n"
(4410 SCREWS
Q 16_ 0 CI (TYP.)
CLIP ANGLE, 114" LESS
THAN STUD WIDTH.
(2)410 SCREW @ Is-O.C.
(EACH SIDE) (TYP.)
•
CONTINUOUS
TFIACK
JAM. STUD FULL
HEIGHT OF WALL
Metal Jamb Stud Detail
1/4" = V-0"
Metal Stud Corner Framin
1 yd" = 1'-O"
DRILL HOLES 9AN ANGLE R
TRENCH 15 NOT WIDE ENOUGH
FOR DRILL
O
t5 REBARLONG MUD
4 E4' INE%ISTINLA G SB 24' O.C.WTO
d @ 24. O.ALTERNATING SIDES
° A
FILL TRENCH IN E%ISTING SLAB
�+ V!/ 25GO - CONCRETE OVER
9 2A G MIL VAPOR BARRIER 4 FINISN
TO MATCH ADJACENT 51 S
SOIL TO BE RE -TREATED FOP,
TEWITE5
NOTE:
REDAR 5OPTIONAL IF TRENCH 15
LESS THAN 12' WIDE.
Slab Trench Infill
1/4" = T-0'•
Metal Stud Wall Intersection Framing
1/4" = V-0"
Partition Attachment to Slab
1/4" = 1'4'
U15TTNG ROOF STRUCTURE ABV.
F-1
RF\/ICITlA1C•
Rev Date Descriplinn
Digitally signed
by Dale Meaux
Date: 00611
12:20.45-05'00'
BRACE TO DAR JOISTS ABOVE AT V OC MAY
BRACE AT ANGLE OP 45 DEG TO JOISTS
OR P CWCE ADDITIONAL FRAMulG AS SHOWN
TO PROVIDE F05TIVE BRACING TO 5TR,
25 GAUGE CHANNEL SHAPED STUDS
24' O.C. WITH (I) FULL LENGTH LACER
OF /2' GYM- WALLBOARD
APPLIED TO EA. 510E ATTACHED WTh I'
LONG N, G OP,YWAIL SCREWS TO EACH
SIDE, SCREV5 ARE B' O.C. AROUf1D
PEP,IMETERAND 12.O.G. IN THE INTER-
MEDIATE 5TUO5.
25 GAUGE CONTINUOU5 METAL
BOTTOM TKACA
COSTING CONCRETE FLOOR SLAB
NON -BEARING INTERIOR WALL5
3 5/5" OR G" GALV METAL STUDS @ 24" OC
1/2" TYPE x GYP WALL BOARD EACH 51DE
R- I I GATT IN5UL WHERE INDICATED ON PtAN5
Typical Metal Partition
1/4" = T-0"
tU A
Z z"
go
IL
Zo
J LL u
F �
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Q n
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Project No: 1622
Fil- IN'- EAADT
PrgeWS1A12021WcCady
Ranch-203111-
Permit12031- C4- McCarty
Ranch- PERMIT
Status: Permit
Date: 10/15/20
Copyright 2020 by the
Architect, all rights
reserved.
Sheet Number: