HomeMy WebLinkAbout3440 St Johns Pkwy 1020 18-2507 (a) Tenant BuildoutJob Address:
Parcel ID:
Type of Work:
Description of Work:
f-
;` 1111 ling & Fire Prevention Division
RD
i PEWITAPPLICATION
1;G8,�>� MAY 3 1 2018
Application No:�(�
Documented Construction Value: $ 7r 7�S
Addition" Al
Plan Review Contact Person:
Phone:
Fax:
Email:
Oric District: Yes❑NoM
sidentialF� CornmercialD
Chane of Use Move
Title:
/ `- Property Owner Information
.sqStName - �C _ 7 iC� Phone: 21 2-sq-
Street:
reet: �, Af'rm Resident of property?
City, State Zip:(�� )1�i�-iLo
^ I Contractor I formation
Name , i" ll" 11P `Tf`Io_`r,. '�' �r`1 Phone:_—
Street: �( _z 1� yh�� l� I�� _ �� J
City, State Zip: �.1 �'� ��% -7 State License r
Name:
Street:
City, St, Zip:
Bonding Company:
Address:
Architect/Engineer Information
Pllouc:
Fax:
E-mail:
Mortgage Lender:
Address:
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENTMAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. , A NOTICE OF COMMENCEMENT MUST BE
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT.
Application is hereby trade to obtain a permit to do the work and installations tis indicated. 1 certify that no work or installation leas
commenced prior to the issuance of a permit and that all work will be performed to inset standards of all laws rcgulatirrg construction
in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools,
furnaces, boilers, heaters, tanks, and air conditioners, etc.
FBC 105.3 Shall be inscribed with the (late of application and the code in effect as of that date: G' Edition (2017) Florida Building Code
ltevisecl: January 1, 2018 Permit Application
(OJECT NOTES:
JILDING REQUIRES AN APPROVED EIRE -PROTECTION SPRINKLER
'STEM DESIGNED BY A LICENSED & CERTIFIED SPRINKLER ENGINEER & INSTALLED BY A LICENCED/CERTIFIED CONTRACTC
PROVISIONS FOR BARRIER FREE DOOR(S)
BUILDING: FBC 2017 EDITION
c
A.D.A: FAC 2017 EDITION BY OTHERS
r )
PUSH SIDE
GAS: FBC 2017 EDITION
ELECTRICAL: NEC 2014 EDITION
OCCUPANCY GROUP 'IBII
�-,
1,600 S.F.1 500 S.F. PER PERSON IN WAREHOUSE S -I STORAGE AREA = 4 PERSON
x
V)18"
MINIMUM
Z - 24" PREFERRED
OCCUPANCY CAPACITY: 2 INCHES PER OCCUPANT X 13 = 2.6" INCHES MIN. REQUIRED
ZE
2
TABLE 503 TYPE II -B UNPROTECTED
YES-SPRINKLERED
LOU
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NOTE: x = 12 IN IF THE DOOR
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54" MINIMI
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CHANGES IN LEVELS IN
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HINGE SIDE APPROACHES
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NOTE: y - 48 IN M1� F DOOR HAS
ACCESSIBLE ROUTES
NOTE: x = 36 IN MINIMUM IF y = 60 IN
UQI_-Um
BOTH A LATCH AND A CLOSER.
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x = 42 IN MINIMUM IF y = 54 IN.
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NOTE: y = 54 IN MINIMUM IF THE DOOR HAS A CLOSER
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NUTE: y = 48" IN MINIMUM IF THE DOOR HAS A CLOSE
.
LEGEND
4(— PATH OF EXIT TRAVEL
/ TRAVEL DISTANCE ORIGIN
EXIT DOOR- SINGLE DOOR 34" CLEAR/ (0.2), 1'PERSON
,S
FE FIRE EXTINGUISHERSOUND ALARM; EMERG. LIGHTING ® FIRE ALRM (PULL STATION)
INTERIOR FINISHES CLASS;
EXITS; 'B' EXIT ACCESS; 'C' OTHER SPACES; 'C'
I. S.S. FINISH LEVER, PREMIUM GRADE LEVER ACTION HARDWARE TO BE USED
OWNER TO SELECT MANUFACTURE
2. PROVIDE DOOR CLOSE=R @ ALL BATHROOMS, EXTERIOR DOORS,
EGRESS DOORS
3 PANIC HARDWARE IS REQUIRED
LIFE SAFETY LEGEND
NEW EXIT WIILLUM. EXIT SIGN
COMBO &PATH OF TRAVEL
AREA CALCULATIONS: GROSS
TOTAL GROSS AREA: 2,500 SF
NUMBER OF TENANTS: I
APPLICABLE CODES LEVEL IALTERATION
BUILDING: FBC 2017 EDITION
PLUMBING: FPC 2017 EDITION NOTE: FIRE -ALARM DRAWINGS
AND INSTALLATION, PERMITTING
A.D.A: FAC 2017 EDITION BY OTHERS
LIFE SAFETY: FFPC 2017 EDITION
MECHANICAL: FMC 2017 EDITION
GAS: FBC 2017 EDITION
ELECTRICAL: NEC 2014 EDITION
OCCUPANCY GROUP 'IBII
PEOPLE: 13 UNT
ASOPER TABLE 403.21� PC 2017 ED.
1,600 S.F.1 500 S.F. PER PERSON IN WAREHOUSE S -I STORAGE AREA = 4 PERSON
. 900 S.F. 1100 S.F. PER PERSON IN OFFICE AREA = 9 PERSON I EMPLOYEES IN COMMON BUSINESS AREA
2,500 S.F. TOTAL AREA
MAX. DISTANCE OF TRAVEL TO EXIT = 250'. (ALLOWED)
OCCUPANCY CAPACITY: 2 INCHES PER OCCUPANT X 13 = 2.6" INCHES MIN. REQUIRED
PROVIDED EGRESS: (2) 3u" EGRESS DOORS = 72" INCHES
A9,5 0 S FgLE
CONSTRUCTION TYPE AREALOWA
TABLE 503 TYPE II -B UNPROTECTED
YES-SPRINKLERED
LIFE SAFETY EGRESS KEY PLAN:
UNIT #I I - 21500 S.F. GROSS AREA SCALE; 3116" = I,_0"
900 S.F, GROSS AIC OFFICE AREA
C
T}
AB VE
EXIT
,P -DO R/I 12'X14' ROLL -UP DOOR 150AMP
EXISTING ELECT,
PANEL
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/ I I CLEAR
j SPACE
j 24'-5 1/2 "
/
/
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UNIT l I
OPEN WAREHOUSE SPACE
1,600 GROSS AREA
�i
S- I STORAGE WAREHOUSE A EA
/ 1,600 —S.F. 500 S.F. PER PERSON IN WAREHOU E AREA = 4 PERSON
i
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/
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/ SERVICE 3 -TON AHU A80VE— iT;, ^ 7
/ MOP SINK SUSPENDED FROM. i
CEWNG I x
/ NEW IP HIGH WALL NEW ITHIGH'WA.LL
IT x IxIx
BREAK-RM,� I
ADA
11'-0"X6'-0" '' UNISEX
siNK—
REF.
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j T-6 1/2 "
/' X 1 n
1 HALL
/ � o ITR AOA F' 71
1�=
/ n Its 36"X48"
OFFICE CLEAR
I� SPACE
/ I I'-0" X I I'-o"
XPEN WORKSPACE
X
/ i 134 X 264"
i
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I I'-0° X I8' -o°
yl
MAX13 PERSONS — � 1
/� i OCCUPANCY SIGN 1— — — — — > FE
/ EXISTING
f �j
5•4W'X5'.O"WINDOW
EXIT
EXISTING ENTRY EXISTING]X SISVylO I WINDOW TA"W X S'-0` WINDOW
SAN.-��1�1�
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CODES, Pll Jr! .,, AL L ,F,SL ANCE: OF A PERMIT PREVENT
T"H?f-: BU!L.I:)ItNI(a (OFFICIAL FROM -CHEREAF tTEH
Iif_I 1?i1H;!I If; A WHRECTION OF ERRORS !!\) PLANS,
CONSTRUCTION OR VIOLATIONS OF'iHlS CODE
0 F F` " I C rwm.0
B -BUSINESS OFFICE AREA
900 S.F.1 100 S.F. PER PERSON IN
OFFICE AREA = 9 PERSON I
EMPLOYEES IN COMMON BUSINESS
AREA.
jSANFORD
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EXISTING
PERMIT # Li �1s`1 �__
NOTE: TRUSS WARNING SIGNS SHALL BE
INSTALLED IN ACCORDANCE WITH FL
STATUTE 633. COORDINATE WITH FIRE
INSPECTOR FOR EXACT LOCATION,
STANLEY P. HOELLE
A R C H I T E C T
1114 MISTLETOE DR.
DAYTONA BEACH FLORIDA 32111 3U-295-9750
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T"H?f-: BU!L.I:)ItNI(a (OFFICIAL FROM -CHEREAF tTEH
Iif_I 1?i1H;!I If; A WHRECTION OF ERRORS !!\) PLANS,
CONSTRUCTION OR VIOLATIONS OF'iHlS CODE
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OFFICE AREA = 9 PERSON I
EMPLOYEES IN COMMON BUSINESS
AREA.
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EXISTING
PERMIT # Li �1s`1 �__
NOTE: TRUSS WARNING SIGNS SHALL BE
INSTALLED IN ACCORDANCE WITH FL
STATUTE 633. COORDINATE WITH FIRE
INSPECTOR FOR EXACT LOCATION,
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STANLEY P. tIOELLE a;,
t(;RDIITECT. #9033
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DRAWN^BYr S P:r �F
L=T #
A -
CHECKED BY: S.P.H.
SCALE: AS NOTED
DATE: 05-30-2018
,
- 1 -.._ � __ � __ - � _ _ i
_ -- - -- - -
_ _ -
FIN. CLG.
ADJ. MELAMINE SHELVES
W/ RECESSED K 6 V
SIDS. & CLIPS
CAB. INTERIOR FINISH
TO BE MELAMINE
(TYPICAL)
FULL HT. SPLASH
PL. LAM. FINISH
PL. LAM. COUNTER
ADJ, MELAMINE SHELVES
o W/ RECESSED K & V
SIDS. d CLIPS
° ° CAB. INTERIOR FINISH
° TO BE MELAMINE
° (TYPICAL)
s
- FIN. FLOOR
1 Type Cab t. Sect 'i on
SCALE:N.T.S.
FIN. CLC.
o ° CAB. INTERIOR FINISH
° TO BE MELAMINE
° (TYPICAL)
° o ADJ. MELAMINE SHELF
W/ RECESSED K d V
STDS. 6 CLIPS
MICROWAVE SHELF
CO -ORD. WITH MFR.
TRIM KIT
FULL HT. SPLASH
PL. LAM. FINISH
2'-1.. PL. LAM. COUNTER
N
2,-0"
ADJ. MELAMINE SHELVES
° W/ RECESSED K & V
STDS• d CLIPS
° CAB. INTERIOR FINISH
TO BE MELAMINE
(TYPICAL)
FITWHOORR
2 Section �a Micro��i��ve
SCALE: N.T.S.
LIGHT GAGE FRAMING NOTES
EXIST MTL. ROOF
��rrcc-rnn rr�n�nurv>���r~
3 518" MTL, STABILIZING CHANNEL @ 48" O,C. TYP:
ALTERNATE
K -NEW MECH DUCT Z NE-} ` EW MECH DUCT ZONE
2'X T LAYIN ACCOUST. CEILING J � 2'X T LAYIN ACCOUST, CEILING
EXIST MTL, ROOF
54' MTL. STABILIZING CHANNEL @ 49'0.C.
ALTERNATE
(1) LAYER �'� 3 5/8" 25 G.A. MTL, STUDS @ 24" O.C. PARTIT ON WALL (1) LAYER
112" GYP. BD. REGULAR;>> 1/2" GYP. BD. REGULAR
EA. SIDE - EA. SIDE
3 5/8" 25 G.A. MTL. CHANNEL TYP.
------------------------------ ----------------
EXIST 4" CONC. SLAB,
4) (TYP, INT, PARTITION WALL) Ill" = I'-0"
I, FLOOR & CEILING RUNNERS: CHANNEL SHAPED RUNNERS, 3 518" WIDE (MIN.) 1-114" LEGS, FORMED FROM MIN. NO 25 MSG
GALV. STEEL, ATTACHED TO FLOOR & CEILING W/FASTENERS SPACED 60" O.C. (MAX.)
2, STEEL STUDS: CHANNEL SHAPED, 3 518" WIDE (MIN.), W/4" LEGS, 318" FOLD BACK RETURNS, FORMED W/ MIN. NO. 25 MSG
GALV. STEEL SPACED AT 24" O.C.
3. GYPSUM BOARD: 112" THICK, 4' WIDE, ATTACHED TO STEEL STUDS & FLOOR & CEILING TRACK W/ I" LONG, TYPES STEEL
SCREWS SPACED 8" O.C. ALONG EDGES OF BOARD & 12" O.C. IN THE FIELD OF BOARDS,
JOINTS ORIENTED VERITICALLY AND STAGGERED ON OPPOSITES SIDES OF THE ASSEMBLY,
METAL STUD GAUGE TABLE
HEIGHT GAUGE
'J rl
-.--
R-I I BATT INSULATION TYP.
25 G.
OFFICE o
20 G,
i
"� OFFICE z
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NON -AIC 0
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2D
16 G,
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Cry
WAREHOUSE
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(1) LAYER �'� 3 5/8" 25 G.A. MTL, STUDS @ 24" O.C. PARTIT ON WALL (1) LAYER
112" GYP. BD. REGULAR;>> 1/2" GYP. BD. REGULAR
EA. SIDE - EA. SIDE
3 5/8" 25 G.A. MTL. CHANNEL TYP.
------------------------------ ----------------
EXIST 4" CONC. SLAB,
4) (TYP, INT, PARTITION WALL) Ill" = I'-0"
I, FLOOR & CEILING RUNNERS: CHANNEL SHAPED RUNNERS, 3 518" WIDE (MIN.) 1-114" LEGS, FORMED FROM MIN. NO 25 MSG
GALV. STEEL, ATTACHED TO FLOOR & CEILING W/FASTENERS SPACED 60" O.C. (MAX.)
2, STEEL STUDS: CHANNEL SHAPED, 3 518" WIDE (MIN.), W/4" LEGS, 318" FOLD BACK RETURNS, FORMED W/ MIN. NO. 25 MSG
GALV. STEEL SPACED AT 24" O.C.
3. GYPSUM BOARD: 112" THICK, 4' WIDE, ATTACHED TO STEEL STUDS & FLOOR & CEILING TRACK W/ I" LONG, TYPES STEEL
SCREWS SPACED 8" O.C. ALONG EDGES OF BOARD & 12" O.C. IN THE FIELD OF BOARDS,
JOINTS ORIENTED VERITICALLY AND STAGGERED ON OPPOSITES SIDES OF THE ASSEMBLY,
METAL STUD GAUGE TABLE
HEIGHT GAUGE
0'-0" - 12'-1 I "
25 G.
I T-011- 15'-11"
20 G,
16'-011- 19'-11"
18 G.
201-011+
16 G,
A. LIGHT GAGE SHALL BE SAME DIMENSION AS CALLED ON ARCHITECTURAL DRAWINGS.
B. UNLESS NOTED OTHERWISE, ALL STUDS SHALL BE EQUAL TO A MINIMUM OF 3 5/8 -INCH 25GA. WITH 25GA. TRACK,
C. OPTIONAL: A MINIMUM YIELD STRENGTH FOR 16GA. STUDS SHALL BE 50 KSI, ALL TRACK SHALL BE 33 KSI. WIND
STRAPS ARE BASED UPON THE USE OF 40,000 PSI FY MIN.
D. ALL STUDS, TRACK BRIDGING AND ACCESSORIES SHALL BE FORMED FROM STEEL HAVING A G-60
GALVANIZED COATING MEETING THE REQUIREMENTS OF A.S.T.M, A525.
E. BOTH STUD FLANGES MUST BE WELDED TO TRACK AT TOP AND BOTTOM OR ATTACHED W/ # 10 TEK SCREWS
(MIN. I SCREW EACH FLANGE), ALL WELDS SHALL BE TOUCHED UP WITH ZINC RICH PAINT.
F. STUDS SHALL HAVE FULL BEARING AGAINST INSIDE TRACK WEB PRIOR TO ATTACHMENT AT BOTH
ENDS,
G. ALL STUD TO STUD CONNECTIONS TO BE (4) #10 TEK SCREWS (MIN.) UNLESS NOTED OTHERWISE.
H. AT TRACK BUTT JOINTS, A BUTTING PIECES OF TRACK SHALL BE SECURELY ANCHORED TO A COMMON
STRUCTURAL ELEMENT, OR THEY SHALL BE BUTT -WELDED OR SPLICED TOGETHER.
I. A MINIMUM OF 10" OF UN -PUNCHED STEEL IS REQUIRED AT BOTH ENDS OF STUDS.
J. BRIDGING SHALL BE 1.5" CRC PLACED THROUGH PUNCHOUTS AND WELDED ON BOTH SIDES. BRIDGING
IS TO BE SPACED AT NO MORE THAN 4'-0" VERTICALLY AT APPROXIMATELY THE THIRD POINT. CRC
BRIDGING IN 6" STUDS REQUIRES A CLIP ANGLE AT EACH CONNECTION LOCATION, AN ALTERNATE
BRIDGING TECHNIQUE SHALL BE 15/8"-20GA. STRAPS, SCREW AT ATTACHED TO BOTH FLANGES OF EACH
STUD WITH SOLID BLOCKING REQUIRED AT 8'-0" O.C. MAX AND 24" FROM BOTTOM OF PANEL.
K. FASTENING OF COMPONENTS SHALL BE WITH SELF -TAPPING SCREWS OF SUFFICIENT SIZE, NUMBER AND SPACING
TO DEVELOP CAPACITY OF CONNECTING MEMBERS IN ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATIONS,
WIRE TYING OF COMPONENTS SHALL NOT BE PERMITTED,
GENERAL NOTES
I, VERIFY THE FOLLOWING WITH THE RESPECTIVE TRADES:
A. SIZES AND LOCATIONS OF MECH AND/OR ELEC PENETRATIONS.
B. LOCATIONS FOR BACKING/BLOCKING REQUIRED FOR MOUNTING MECH AND/OR
ELEC EQUIPMENT.
C. CUTTING AND PATCHING FOR WORK REQUIRED BY MECH AND/OR ELEC.
2. FOR TYPICAL MOUNTING HEIGHTS OF TOILETS, BUILDING EQUIPMENT, AND ACCESSORIES,
LOCATE PER ADA CODE AND MANUFACTURERS RECOMMENDATIONS.
3. VERIFY DIMENSIONS AND CONDITIONS SHOWN ON DRAWINGS. OMISSIONS, DISCREPANCIES
AND/OR CONFLICTS SHALL BE REPORTED TO ARCHITECT PRIOR TO START OF CONSTRUCTION.
4. FOR CONSTRUCTION QUESTIONS AND APPROVALS, CONTACT: COX CONSTRUCTION INC.
EXISTING R-19 VINYL BATT
INSULATION ON CEILING TYP,
.-NEW MECH DUCT ZONE -
2' X T LAYIN ACCOUST, CEILING
R -I I BATT INSULATION TYP,
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A1C OFFICE AREA
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3 518" 20 G.A. MTL. STUDS @ 24" O.C. PARTIT ON WALL
3 518" 20 G.A. MTL. CHANNEL TYP.
-------------------------------------------
y
EXIST 4" CONC, SLAB,
�B�
(TYP, INT. PARTITION WALL) 112" = I'-0"
ELEVATION: HC TOILET RM.
6" IMAX. 36" MIN,
42"
MIN.
C)
18°
15" MI
� I -
PIAN OPT - I: HC TOILET RM.
" ADA HC DETAILS (TYPICAL): 1/2If_ I'-0"
System No. W -L 1001
(formerly system No. 147)
F Ratings - 1,2,3 and 4, Fir (See Items 2 and 3)
T- Ratings - 0,1,2,3 and 4 Hr. (See Item 3)
L Rating At Ambient - less than I CFM/sq ft
L Rating At 400 F - less than I CFM/sq ft
ISAT F
F-
I c�
—.—_'A �l
SECTION A -A �J
I. Wall Assembly - The 1,2,3, or 4 hr fire -rated psum wallboard/
stud wall assembly shall be constructed of the materials and in the
manner described in the individual U300 or U400 Series Wall or Parti-
tion Designs in the UL Fire Resistance Directory and shall include the
following construction features:
A. Studs- Wall framing may consist of either wood studs (max 2
h fire rated assemblies) or steel channels studs. Wood studs to
consist of nom 2 by 4 In. lumber spaced 16 in. OC with nom 2 by
4 in. lumber end plates and cross braces. Steel studs to be rain
3-5/8 in. wide by 1-3/8 in. deep channels spaced max 24 in, OC.
B. Gypsum Board * - Nam 1/2 or 5/8 in thick, Oft. wide with
square or tapered edges. The gypsum wallboard type, thickness,
number of layers, fastener 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 13-1/2 in.
2. Pipe or Conduit - Norn 12 in, diam (or smaller) Schedule 10 (or
heavier) steel pipe, nom 12 in. diam (or smaller) service weight (or
heavier) cast iron soil pipe, nom 12 in. diam (or smaller) Class 50 (or
heavier) ductile iron pressure pipe, nom 6 in. diam (or smaller) steel
conduit, nom 4 in. diam (or smaller) steel electrical metallic tubing,
nom 6 in. diam or smaller Type L or (or heavier) copper tubing or
nom I in. diam (or smaller) flexible steel conduit. When copper pipe is
I 3 is 2 h Steel es or
x n 1 o f res s stem tern
used ma F Ra f u
R )
(
conduits larger t{l�n norn � i�, diam may only be used in w�4�� con-
structed using steel channels studs. A max of one pipe or conduit is
permitted in the firestop system. Pipe or' conduit to be installed near
center of stud cavity width and to be rigidly supported on both sides
of wall assembly.
3. Fill, Void or Cavity Material'r' - Caulk - caulk fill material installed
to completely fill annular space between pipe or conduit and gypsum
wallboard and with a min 1/4 in. diam bead of caulk applied to perim-
eter or pipe or conduit at its egress from the wall. Caulk installed sym-
metrically on both sides of wall assembly. The hourly F Rating of the
firrestop system is dependent upon the hourly fire rating of the wall
it I The
assembl in which it is installed, as shown in the following g tab e.
hour Rating of the fir•estop s�rst�m is dQ-pende�tt u�on the ��pe or
size f the pip or, con urt and t re rourly tire rating f the wa assem-
bly in which it is installed, as tabulated below:
M<�tx� Pi e Annular F T
r
oc orl�tluit Space Rating Rating
Diam In. In. Hr. Hr.
1 0 to 3/16 1 or 2 0-1•, I or 2
1 1/4to1/2 3or4 3or4
4 0 to 1-1/2 1 or 2 0
6 1/4 to I/2 3 or 4 0
12 3116 to 3/6 1 or 2 0
-(-When copper- pipe is used, T Rating is 0 h
MINNESOTA MINING & MFG CO -CP 25WB+
*Bearing the UL Classification Mark
MEDICINE CABINET
Nt
I - �
6"
KNEE CLEARANCE a"
DETAIL: HC LAVATORY
NO EQUIP. IN SHADED AREA
Systern No. W -L-3015
(formerly system No. 328)
F Ratings - I and 2, Flr (See Items 3)
T- Ratings - 0,3/4 and 2 Hr. (See Item 2)
L Rating At Ambient - less than I CFM/sq ft. (See Item 3)
L Rating At 400 F - less than I CFM/sq ft. (See Item 3)
. l.J
.A -
"A SECTION A -A
I. Wall Assembly - The I or 2 hr fire -rated gypsum wallboard/
stud wall assembly shall be constructed of the materials and in the
mariner described in the individual U300 or U400 Series Wall or Parti-
tion Designs in the UL Fire Resistance Directory and shall include the
following construction features:
A. Studs- Wall framing may consist of either wood studs (max 2
h fire rated assemblies) or steel channels studs. Wood studs to
consist of nom 2 by 4 in, lumber spaced 16 in. OC with norn 2 by
4 in. lumber- end plates and cross braces. Steel studs to be min
3-5/8 in, wide by 1-3/8 in. deep channels spaced max 24 in. OC,
B. Gypsum Board `" - Nom I/2 or 5/8 in thick, 4ft. wide with
square or, tapered edges. The gypsum wallboard type,
number of layers, and sheet orientation shall be as specified in
the individual Wall and Partition Design. Max diam of openings cut
in gypsum wallboard is 2 in.
C. Fasteners - When wood stud framing is employed, gypsum
wallboard attached to studs with cement coated nails as specified
n. When steel channel
or Partition Desi
ir1 the individual Wall g
stud framing Is employed, gypsum wallboard attached to studs
with Type S self -drilling, self -tapping bugle -head steel screws as
specified in the individual Wall or Partition Design.
Diarn of circular through opening cut through gypsum wallboard
on each side of the wall assembly to be rniri I/4 in to max 11/16 in.
larger than diam of through penetrating product (Item 2) installed
in through opening. Side edge of circular opening to be min 3 in,
from nearest stud in wall cavity
2. Through Penetrating Product* - Max four copper conductor No. 2
AWG (or smaller) aluminum or steel Armored Cable or Metal -Clad
Cable i-. Max one armored cable or metal clad cable to be installed near
center of circular opening in gypSUln wallboard. Through penetrating
product to be rigidly supported on both sides of wall assembly. When
nstailed in I hr fire rated wall assembly, T Rating is 0 hr. When
installed in 2 hr fire rated wall assernbly,'f Rating is 3/4 hr. When
rnax
used. No. 2 AWG cable is used and 2 hr when max 12 AWG cable is
AFC CABLE SYSTEMS INC
3. Fill, Void or Cavity Material* - Caulk - caulk fill material forced
into annular- space around entire circumference of through penetrating
product to completely fill opening in gymsum wallborad on each side
of the wall assembly. A min 5/8 in. thickness of caulk is required for
the I hr F Rating. A min 1-114 in. thickness of caulk is required for the
2 hr F Rating.
MINNESOTA MINING & MFG CO - CP 25WB+
"Bearing the UL Classification Mark
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EXIST 8"X8"X16" CMU WALL TYP.
10' HIGH 15/8" 25 G.A. MTL. STUDS @ 24" O.C. TYP.
FOIL BACK INSULATION RAI TYP,
112" GYPSUM BOARD TYP.
DETAIL C
EXTERIOR WALL SCALE: N.T.S.
DETAILS: HC WATERT DRINKING FOUNTAIN
ELEVATION: HC TOILET RM.
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DATE: 05-30-2018
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DETAIL C
EXTERIOR WALL SCALE: N.T.S.
DETAILS: HC WATERT DRINKING FOUNTAIN
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SCALE: AS NOTED A-3
DATE: 05-30-2018
(4)
0
(4)
HIGH HEADER
7)
(5)
(2)
(7)
(2)
1. TRIMMER STUD TO FIT
WITHIN VERTICAL TRACK WITH
410 SCREWS AT 32" O.C. MAX
EACH SIDE
2 ONE FULL HEIGHT STUD MINIMUM
FOR OPENINGS GREATER THAN 4'-0"
ADDITIONAL FULL HEIGHT STUDS AS
REQUIRED FOR BRACED WALL OR
PER PLAN - ATTACH BUILT-UP
STUDS PER TYPICAL DETAIL
3. VERTICAL TRACK (KING STUD)
FULL HEIGHT
4. STEEL HEADER PER PLAN TO FIT WITHIN
VERTICAL TRACK AS SHOWN - 2-410
SCREWS AT 24" O.C. TOP AND BOTTOM
- SEE TYPICAL HEADER DETAIL
5. CRIPPLE WALL CONSTRUCTION TO
MATCH ADJACENT WALLS
6. CONTINUOUS TOP TRACK
7, 410 SCREWS AT 2" O.C. - TRACK TO
HEADER EACH SIDE
8• CLIP STUD ATTACHMENT USING
3" LONG STUD OR 2 X 2 X 20 GA. X
3" LONG ANGLE - 2 #10 SCREWS TO
STUD AND TRACK
9. 1-910 SCREWS AT 12" O.C.
(3l � (2)
PLAN - JAMB
NU I E : HEADER MAY BE CONSIRUCIED HIGH
LOW HEADER - TO OCCUR AT OPENINGS OR LOW - LOW HEADER REQUIRED
LARGER THAN 10'-0" WIDTH AT OPENING 10' OR LARGER
HEADER CONSTRUCTION
��TYPCAL
SCALE: N.T.S.
1, 2 X WOOD '(OP PLATE - 2 X 4 OVER
�(1) (2) 3 1/2" AND 4" STUDS OR 2 X 6
OVER 6" STUDS -'TRACK TO WOOD
PLATE WITH #10 SCREW AT 24" O.C.
- SPLICE OVER STUDS
mill 2. CONTINUOUS TOP PLATE 25 GA
i I i I STUD AND TRACK WITH 3-#10 SCREW
(3) i i (3) AT 16" O.C. AS SHOWN
i - MATCH WALL STUD WIDTH
3. CONTINIUOUS TOP TRACK
SPLICE PER TYPICAL DETAILS.
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(4) i i (4)
1
NOTES: 1. TOP PLATE CONSTRUCTION AS
SHOWN REQUIRED ONLY WHERE
i 1 TRUSSES OR JOIST DO NOT ALIGN
OVER STUDS AT BEARING WALLS
i I 2. TOP PLATE CONSTRUCTION MAY
NOT NECESSARILY BE SHOWN ON
OTHER DETAILS BUT SHALL BE
USED AT ALL BEARING WALL
WHERE TRUSS OR JOIST DOES
WOOD OPTION STEEL OPTION NOT ALIGN OVER STUDS.
TYPICAL OPTIONAL TOP PLATE AT NON STACKED BEARING
` SCALE: N.T.S.
171 1. SPLICE TRACK BETWEEN STUDS ONLY
(q) IF NO LOAD IS STACKED BETWEEN STUDS
2. TOTAL NUMBER OF SCREWS AT EACH
SIDE OF SPLICE - SEE TABLE BELOW
3. STEEL STUD
4. CONTINUOUS TOP TRACK
- 25 GA MIN UNLESS NOTED OTHERWISE
OPTION 1 5. SINGLE 2" X 16 GAUGE STRAP AT TOP
(7) OR STRAP TO EACH FLANGE.
6. STEEL STUD
BLOCK - TRIM FLANGE AT OPT 2X
7. MINIMUM LENGTH OF SPLICE STRAP
(q) SUCH THAT SCREWS ARE 3/4" MIN
SPACING AND EDGE DISTANCE IN 2
ROWS OF SCREWS
OPTION 2
r(2) (4)
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LENGTH OF WALL SCREWS EACH
(BETWEEN CORNERS SIDE OF SPLIC
OVER 30' 1046
OVER 20' 6 #6
OVER 10' 4 #6
LESS THAN 10' 2 96
NOTES: TOP TRACK MAY ALTERNATELY BE
SPLICED OVER HIGH HEADER (HEADER
UNDER TRACK) WITHOUT STRAP - SCREW
OPTION 3 EACH SIDE OF SPLICE PER TARIF
TYP. TOP TRACK SPLICE AT EXTERIOR OR BRACED WALL
F i+T---------I+T-r
SCALL: N. 1.J.
1. KING STUD TO MATCH ADJACENT
2. CRIPPLE STUDS TO MATCH ADJACENT
3. TRACK - TRIM WEB AND ATTACH TO
KING STUD WITH #10 SCREW EACH
SIDE OR USE CLIP STUD AS ALTERNATE
ATTACHMENT - SEE TYPICAL HEADER
DETAIL
4. CONTINUOUS TOP TRACK
5. ADDITIONAL KING STUD WHERE
SPECIFICALLY NOTED ON PLANS OR AS
REQUIRED FOR BRACED WALL.
6. ALTERNATE CLIP STUD ATTACHMENT -
SEE TYPICAL HEADER DETAIL
�(5)
OPEN - 4'-0" MAX
NOTE: DETAIL TO BE USED ON NON BEARING
WALLS - ONLY WHERE NO HEADER IS
SPECIFICALLY NOTED ON PLANS
SMALL OPENINGIN NON -LOAD BEARING WALLO)TY�P.
SCALE; N.T.S.
(5)
(3)
1. CRIPPLE WALL CONSTRUCTION TO
MATCH ADJACENT WALLS
2. STEEL HEADER PER PLAN
3. CONTINUOUS TRACK
4. 2 - #10 SCREWS AT 24" U.C.
5. 1-910 SCREW AT 12" O.C.
6. STIFFENER AT BEARING STIFFENER
OF STUD OR TRACK, SAME SIZE
AND GUAGE AS HEADER, 6"-189a
MAX TRIM STIFFENER FLUSH WITH
HEADER FLANGE 2-9110 SCREW
TOP AND BOTTOM AND 6" MAX U.C.
HEADER WEB TO STIFFENER,
TYPICAL HEADER AND BEAM CONSTRUCTION
SCALE: N.T.S.
1. CONTINIUOUS 25 GA TOP TRACK
UNLESS NOTED OTHERWISE
BEAM USE SIMILAR CONSTRUCTION WHERE
- SPLICE PER TYPICAL DETAIL
�.�
NOTE
2. STEEL STUD
3. CONTINIUOUS 25 GA BOTTOM TRACK
(4) - SPLICE PER TYPICAL TOP TRACK
DETAIL ALONG LENGTH OF BRACED
WALLS OTHERWISE SPLICE PER
GENERAL NOTES
4. 48 SCREW MIN EACH SIDE OF TRACK
- STUDS TO SEAT FIRMLY INTO TRACK
AT ALL LOAD BEARING CONDITIONS
5. HORIZONTAL BRIDGING AS REQUIRED
PER GENERAL NOTES
(5) 6. OPTIONAL WOOD OR STEEL TOP PLATE
TO BE USED ON BEARING WALLS WHERE
TRUSSES DO NOT ALIGN OVER STUDS
- SEE TYPICAL DETAIL
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UNLESS NOTED OTHERWISE ON PLANS
EXTERIOR AND
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SCALE: N.T.S.
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GENERAL NOTES
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- STUDS TO SEAT FIRMLY INTO TRACK
AT ALL LOAD BEARING CONDITIONS
5. HORIZONTAL BRIDGING AS REQUIRED
PER GENERAL NOTES
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EXTERIOR AND
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AT 24" O.C.
NOTE: SEE GSN FOR MINIMUM PROPERTIES OF
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TYPICAL WALL CONSTRUCTION
SCALE: N.T.S.
(6) (2) 1. TRIMMER STUD UNDER HEADER
�(4) - MATCH ADJACENT WALLS
(1) _ _ _ 2. VERTICAL TRACK FULL HEIGHT
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ELECT FR CAL N C=:>TFES;
1. MC WILL BE USED FOR ALL INTERIOR RACEWAYS & WIRING
2. M.C. WILL BE USED FOR ALL EXTERIOR RACEWAYS, WIRING
AND @ FIRE RATED PARTITIONS
3. THERE WILL BE NO RACEWAYS, WIRING IN FIRE RATED ASSEMBLIES.
WITH EXCEPTION OF RECEPTACLES LOCATED ON FIRE RATED WALLS
UL DESIGN NO. W—L-100 I FOR EMT PENETRATIONS WILL BE USED.
G.C. TO RETAIN FIRE RATING OF ALL FIRE SEPARATIONS IF
AFFECTED BY CONSTRUCTION
4. PROVIDE UL APPROVED FIRE CAULKING @ RECEPTACLES, SWITCHES
LOCATED @ ALL FIRE RATED ASSEBLIES. NO BACK TO BACK
INSTALLATION @ FIRE RATED ASSEBLIES ALLOWED.
(PROVIDE 5/8" TYPE X GYP.BD. BACKING BEHIND EA.)
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#
CHECKED BY: S.P.H.
2
SCALE: AS NOTED
DATE: 05-30-2018
3/8" ALL THREAD HANGER ROD
VIBRATION SUPPRESSION
3/d" STRUCTURAL
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PLY -WD'
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NUt= AC I UKEK 11jANt /AM ttt I I, All J I AIWA
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JEER / HSPF/COP 15/1
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_TAG[ / PHASE 208-240/3
1. BRANCH CIR. AMPS 25
C. BREAKER AMPS 30
NUMBER 1
R HANDLING UNIT
VUFACTURER TRANE/AMERICAN STANDA
DEL NUMBER 4TEE3F36
M / SPEED 1200
AT STP/KW/MBTU 10KW/34.1
LTAGE / PHASE 208-240/1
N. BRANCH CIR. AMPS 30
X. BREAKER AMPS 45
LINE FLOAT SWITCH SENSONOUN75DDEGFt��S
s TAT SE S Ft
U NUMBER 1
Ir.uT X11 1 R
(24"x24")
MECH. SUPPLY (12' x 8")
EXHAUST FAN
,I
— SUPPLY MAIN DUCT LINE
J SUPPLY FLEX DUCT LINE
-J RETURN FLEX DUCT LINE
- - RETURN MAIN DUCT LINE
EXTERIOR EQUIPMENT: TIE DOWN
A/C DETAIL NTS
A. FROM OUTSIDE
RYIER VENT WITH SCREEN
AND BACK DRAFT DAMPER
SHALL NOT BE INSTALLED.
-INSULATE ALL DRAIN LINES
AND CONDENSATE TO OUTSIDE
LANDSCAPING.
EXT. WALL
ANCHOR CLIPS
USE2 SIMPSON: A21 ANGLES
PER IDE OF UNIT (8 TOTAL (18GA)
ATTACH: USING #14x1-112 S.S.
SHEET MR. SCREWS TO BASE OF
COMPRESSOR. ATTACH TO CONC,
PADISLAB USING 3116"x2-114" TO CON(
EACH A21 CONNECTOR REQUIRES (2)
#14x1.112" SHEET MTL SCREWS
o /11 ill L".,1 I[All TADI ONiC
TO STRUCTURE
COIL SECTION
DRAIN PAN
EXTEND 2"
UNIT TO BEYOND AHU
\\—ISTAND ON 4" 1 . 5 �� -2 �� ANGI
FOAM BLOCKS SUPPORT
IN SAFETY PAN FLOAT SWITCH
CAP FOR HOSE CONNECTIO
TYPICAL SUSPENDED
A I I I I rl r— A N I el� r'-1 T I F� f— -7- A T
FI FX n11CT S171NG SCHFDLILE HVAC NOTES:
CFM RANGE
FLEX DUCT DIAMETER
0.30
4" DIAMETER
31 -60
5" DIAMETER
61 • 100
6" DIAMETER
101 - ISO
7' DIAMETER
151- 200
8" DIAMETER
201 -300
9" DIAMETER
301 - 400
10" DIAMETER
401-600
12" DIAMETER
601 .900
14" DIAMETER
NOT TO SCALE
MECHANICAL HVAC DUCT PLAN:,SCALE:3iI6" = I�0
STANLEY P. HOELLE
A R C H I T E C T
1114 MISTLETOE DR.
DAYTONA REACH FLORIDA 32117 386-295-9750
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SCALE: AS NOTED
[DATE: 05-30-2018
1