HomeMy WebLinkAbout3440 St Johns Pkwy 1050 18-4060 (a) Tenant build out•
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PERMIT APPLICATION
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Application No: _
umented Construction Value: $ i� J 2-0-
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-1 B Historic District: Yes [I Non-
Parcel
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Parcel ID: 21 D - Irl - .��� �`�F \ Z��� ' L �) Residential ❑ Commercial F]f
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Type of Work: New Q Addition ❑ Alteration ❑ Repair ❑ Demo ❑ Change of Use ❑ Move ❑
Description of Work:
Plan Review Contact Person:
Phone: LY" i j 1 .SZ2_ Far: qA 7,`-A9('_ Einail:
Property Owner Information
T V-1 D
Title:___}i
C"
Nance t, V" V, L~ULPhone: 1- in� -j;11
Street: �,_ C1.1 1(�( j`T l`�1 Resident of property?:
City, State Zip: 1ay1_ I V hr\
Contractor Information
Nance -� r`"� '' Q, I' Phone: -jCn)--7
6
Street: oy-2, Wim -la Far: 1_4M_1 �Pt)
City, State Zip: _ � !��`>"� ► I/=j�1 State License No. (IL1 -
Architect/Engineer Information
Name: Phone:
Street:
City, St) Zip:
Bonding Company:
Address:
Fax: G
E-mail /p3? 2
Mortgage Leu
Address:
WARNING TO OWNER: YOUR FAILURL TO RECORD A NOTICE OF COMMENCEMENi' MAY RESULTIN YOUR PAYING
TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT 1VIUST BE RECORDED AND
POSTED ON THE JOB SITE BEFORE THE FIRSTINSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT
NVITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOT ICE OF COMMENCEMENT
Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior
to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand
that a separate permit must be secured for electrical world, plumbing, signs, wells, pools, furnaces, bobs, heaters, tanks, and air conditioners,
etc.
DATE: --/0//
BUSINESS/PROJECT NAME: , �
ADDRESS: 3I� S it 114
CONTACT NAME:
CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION
FIRE PLAN REVIEW SERVICE FEES
PHONE: 407.688.5052
FAX: 407.688.5051
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PERMIT NUMBER: /6- yU-� -0
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PHONE:
PLAN REVIEW INFORMATION
[ jONSTRUCTION [ ]C/O FIRE ALARM >
C ] [ � FIRE SPRINKLER [)HOOD E-i00D [ ]I AlNT BOO fH [)TANK
DOES 20% REDUCTION IN FIRE IMPACT FEES APPLY: YES G026
TOTAL FEES:
life Safety.dgn Sep. 12, 2018 21:39:49
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GENERAL NOTES:
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ALL GENERAL & SUB -CONTRACTORS TO FIELD VERIFY ALL DIMENSIONS,
ELECTRICAL, WATER, SEWER AND GAS SERVICE- LOCATIONS.
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ALL WORK (MUST COMPLY WITH THE 2017 EDITION (EXPOSURE
OF THE FLORIDA BUILDING CODE SECT. 140 MPH WIND LOAD
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PRESSURE COEFFICIENT IS 0.18
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ST, JOHN'S PARKWAY UNIT'S �
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GENERAL CONTRACTOR: COX CONSTRUCTION AND DEVELOPMENT CORP.
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FIN. CLO,
11-3f1
0 0
° °
`P ° ° ADJ. MELAMINE SHELVES
N W/ RECESSED K & V
° STOS. & CLIPS
CAB. INTERIOR F[NISH
° ° TO BE MELAMINE
(TYPICAL)
FULL HT. SPLASH
PL. LAM. FINISH
N 21-111
PL. LAM. COUNTER
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21-0"
ADJ. MELAMINE SHELVES
W/ RECESSED K & V
? STDS. & CLIPS
° CAB. INTERIOR FINISH
°
TO BE MELAMINE
° ° (TYPICAL)
FIN. FLOOR
1 Typa Cab/t® Section
SCALE:N.T,S.
FIN. CLG.
CAB. INTERIOR FINISH
TO BE MELAMINE
(TYPICAL)
ADJ. MELAMINE SHELF
W/ RECESSED K & V
STDS. & CLIPS
MICROWAVE SHELF
CO -ORD. WITH MFR.
TRIM KIT
-FULL HT. SPLASH
PL. LAM, FINISH
PL. LAM. COUNTER
a
Q. MELAMINE SHELVES
W/ RECESSED K & V
STDS. & CLIPS
CAB. INTERIOR FINISH
TO BE MELAMINE
(TYPICAL)
-1 FEIN. FEOOBR
2 Section @ Microwave
SCALE: N.T.S.
LIGHT GAGE FRAMING NOTES
EXIST MTL, ROOF
3 518" MTL. STABILIZING CHANNEL @ 48" O.C.
ALTERNATE
•--NEW MECH DUCT Z NE— "' EW MECH DUCT
TX T LAYIN ACCOUST, CEILING TX 2' LAYIN ACCOUST, CEILING
EXIST MTL, ROOF
518" MTL. STABILIZING CHANNEL @ 48" O.C.
\ ALTERNATE
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OFFICE oOFFICE z—JHL NON -AIC
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(1) LAYER/ / 3 518" 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
i 3 516" 25GA, MTL, CHANNEL TYP.
EXIST 4" CONC. SLAB,
Q (TYP. INT, PARTITION WALL) 11211 = I' -01I
I. FLOOR & CEILING RUNNERS: CHANNEL SHAPED RUNNERS, 3 518" WIDE (MIN.) 1.1/4" LEGS, FORMED FROM MIN. NO 25 MSG
GALV, STEEL, ATTACHED TO FLOOR & CEILING WIFASTENERS SPACED 60" O.C, (MAX.)
2, STEEL STUDS: CHANNEL SHAPED, 3 518" WIDE (MIN.), 1-1/4" LEGS, 318" FOLD BACK RETURNS, FORMED WI MIN, NO. 25 MSG
GALY, STEEL SPACED AT 24" O.C.
3, GYPSUM BOARD: 1/2" 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'-011-12'-1111
25 G.
13'-011.151-1111
20 G.
16'-011.19'-1111
18 G.
20).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.
Id0etailsAgn Sep. 12, 2018 21:42:05
EXISTING R-19 VINYL BATT
INSULATION ON CEILING TYP.
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TX T LAYIN ACCOUST. CEILING
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3 5/8" 20 GA. MTL. STUDS @ 24" O.C. PARTIT ON WALL
3 5/8" 20 GA. MTL CHANNEL TYP.
------------------------------------------------
EXIST 4" CONC, SLAB,
(TYP, INT, PARTITION WALL) 11211= 1'.011
ELEVATION: HC TOILET RM.
6" MAX. 36" MIN,
0
4211
MIN.
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18"
System No. W -L 1001
(formerly system No. 147)
F Ratings - 1,2,3 and 4, Hr (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 ��AAll
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IyA SECTION A -A
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 Wail 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 n. lumber spaced 16 in. OC with nom 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 1/2 or 5/8 in thick, 4ft. 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 - Nom 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 Iran pressure pipe, nam 6 In, diam (or smaller) steel
conduit, nom 4 n. 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
used max F Rae of fires s stem Item 3) is 2 h, Steel es or
conduits larger tMf nom ��. lam m y only be used in wal con-
structed 4�sin steel channels studs. A max of one pipe or conduit is
permitted in a firestop yste Pi a or gonduit to b Ins all d n ar
center of Stu cavity veldt a I bpe rigidly supported on iot� sides
of wall assembly.
3. Fill, Void or Cavity Material* - 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-
metrlcal�y on both sides of wal�assemb1 , The hourly F Rating of the
firestop system is dependent upon the hourly fire rating of the wall
assembl in which it is Installed, as shown in the following table. The
hourlRatjin of the fir�stap s st�m Is d ende�t u8o the �pae or
size t e pp or co
t and tie burly�re rax ng f tie vra ssem-
bly in which It is Installed, as tabulated below:
MPi nnular F T
ortMult pace Rating Rating
Diam In, In. Hr. Hr.
1 0 to 3/16 1 or 2 0+, 1 or 2
1 1/4 to 1/2 3 or 4 3 or 4
4 0 to 1-1/2 1 or 2 0
6 1/4 to I/2 3 or 4 0
12 3/16 to 3/8 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
KNEE CLEARANCE
DETAIL: HC LAVATORY
System No. W -L-3015
(formerly system No. 328)
F Ratings - I and 2, Hr (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)
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I-2'*A SECTION A -A
0-
1, Wall Assembly - The I or 2 hr fire -rated gypsum all bard/
stud wall assembly shall be constructed of the materials and in the
manner described in the individual U300 or U400 Series Wall or Partl-
tlon 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 min
3-5/8 in. wide by 1-3/8 in. deep channels spaced max 24 in. OC,
B. Gypsum Board Nom 1/2 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
In the individual Wall or Partition Design. When steel channel
stud framing is employed, gypsum wallboard attached to studs
with Type S self -drilling, self-tappin buggle-head steel screws as
sppecified In the individual Wall or f artition Design,
Diam of circular through opening cut through gypsum wallboard
on each side of the wall assembly to be min 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+. Max one armored cable or metal clad cable to be installed near
center of circular opening ingy sum wallboard. Through penetrating
product to be rIgidly su porteTon both sides of wall assembly. When
nstalled in I hr fire rated wall assembly, T Rating is 0 hr. When
Installed in 2 hr fire rated wall assembly, T Rating Is 3/4 hr, When
max
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
she I hr F Rating. Aymin 1-1/4 in. thickness of caulk is required for the
1 hr F Rating.
MINNESOTA MINING & MFG CO - CP 25WB+
*Bearing the UL Classification Mark
SPOUT HEIGHT Fa:'� T6��
PLAN OPT - I: HC TOILET RM. & KNEE CLE^R^NSE
ADA HC DETAILS (TYPICAL): 112" = I'-0" DETAILS: HC WATERT DRINKI
48" MIN.
IST 8"X8"X16" CMU WALL TYP.
HIGH 1518" 25 GA, MTL, STUDS @ 24" O.C. TYP,
L BACK INSULATION R-4.1 TYP.
'GYPSUM BOARD TYP,
C4TERIOR WALL DETAIL
1, SCALE: N,T,S,
7,_ 1 II
Rd DEL' W-A.Al I,
ELEVATION: HC TOILET RM.
STANLEY
P. HOELLE
A R C
H
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C T
1114 MISTLETOE DR.
DAYTONA BEACH F40RIDA 32117 386-293-9760
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DATE: 09-12-2018
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(4)
HIGH HEADER
:adlMetal framing details.dgn Sep. 12, 2018 21:x}3:31
7)
(5)
(2)
(7)
(2)
1. TRIMMER STUD TO FIT
WITHIN VERTICAL TRACK WITH
#10 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-#10
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. #10 SCREWS AT 2" D.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-#10 SCREWS AT 12" O.C.
(3)'\N/Irl
(2)
(1 )
PLAN - JAMB
NOTE: HEADER MAY BE CONSTRUCTED HIGH
LOW HEADER - TO OCCUR AT OPENINGS OR LOW - LOW HEADER REQUIRED
LARGER THAN 10'-0" WIDTH AT OPENING 10 OR LARGER
TYPICAL HEADER CONSTRUCTION
-A) liSCALE: N.T.S.
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(1) (2) 1. 2 X WOOD TOP PLATE - 2 X 4 OVER
3 1/2" AND 4" STUDS OR 2 X 6
OVER 6" STUDS - TRACK TO WOOD
F PLATE WITH #10 SCREW AT 24" O.C.
- SPLICE OVER STUDS
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I I I I STUD AND TRACK WITH 3-#10 SCREW
(3) (3) AT 16" O.C. AS SHOWN
- MATCH WALL STUD WIDTH
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SPLICE PER TYPICAL DETAILS.
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SHOWN REQUIRED ONLY WHERE
TRUSSES OR JOIST DO NOT ALIGN
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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.
YPICAL OPTIONAL TOP PLATE AT NON STACKED BEARING
SCALE: N.T.S.
(7) 1. SPLICE TRACK BETWEEN STUDS ONLY
(4) 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
T4P�5. SINGLE 2" X 16 GAUGE STRAP AT TOP
(7) (2l OR STRAP TO EACH FLANGE.
rl6. STEEL STUD
_----_-____ BLOCK - TRIM FLANGE AT OPT 2X
7. MINIMUM LENGTH OF SPLICE STRAP
(6) i (4) SUCH THAT SCREWS ARE 3/4" MIN
SPACING AND EDGE DISTANCE IN 2
I
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(3)
OPTION
(7) (2) (4)
T I Z7
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OPTION 3
TYP, TOP TRACK SPLICE AT E
(4)
LENGTH OF WALL SCREWS EACH
(BETWEEN CORNERS SIDE OF SPLI
OVER 30'10 #6
OVER 20' 6 #6
OVER 10' 4 #6
LESS THAN 10' 2 #6
NOTES: TOP TRACK MAY ALTERNATELY BE
SPLICED OVER HIGH HEADER (HEADER
UNDER TRACK) WITHOUT STRAP - SCREW
EACH SIDE OF SPLICE PER TABLE
IOR OR BRACED WALL
SCALE: N.T.S.
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
n
TYP, SMALL OPENIN�IN�NO N -LOAD BEARING WALL
V I SCALE: N.T.S.
(5)
(3)
(3)
I. CRIPPLE WALL CONSTRUCTION TO
MATCH ADJACENT WALLS
2. STEEL HEADER PER PLAN
3. CONTINUOUS TRACK
4. 2 - #10 SCREWS AT 24" O.C.
5. 1-#10 SCREW AT 12" O.C.
6. STIFFENER AT BEARING STIFFENER
OF STUD OR TRACK, SAME SIZE
AND GUAGE AS HEADER, 6"-1890
MAX TRIM STIFFENER FLUSH WITH
HEADER FLANGE 2-#110 SCREW
TOP AND BOTTOM AND 6" MAX O.C.
HEADER WEB TO STIFFENER.
� TYPICAL HEADER AND BEAM CONSTRUCTION
SCALE: N.T.S.
1. CONTINIUOUS 25 GA TOP TRACK
UNLESS NOTED OTHERWISE
O
HEADERS BEAM USE SIMILAR CONSTRUCTION WHERE z
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(6) / 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. #8 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
TYPICAL WALL STUDS
UNLESS NOTED OTHERWISE ON PLANS
EXTERIOR AND
INTERIOR NDN-BEARIN
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NON --BRACED
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KING STUD WITH #10 SCREW EACH
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DETAIL
4. CONTINUOUS TOP TRACK
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SEE TYPICAL HEADER DETAIL
�-(5)
OPEN - 4'-0" MAX
NOTE: DETAIL TO BE USED ON NON BEARING
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SPECIFICALLY NOTED ON PLANS
n
TYP, SMALL OPENIN�IN�NO N -LOAD BEARING WALL
V I SCALE: N.T.S.
(5)
(3)
(3)
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2. STEEL HEADER PER PLAN
3. CONTINUOUS TRACK
4. 2 - #10 SCREWS AT 24" O.C.
5. 1-#10 SCREW AT 12" O.C.
6. STIFFENER AT BEARING STIFFENER
OF STUD OR TRACK, SAME SIZE
AND GUAGE AS HEADER, 6"-1890
MAX TRIM STIFFENER FLUSH WITH
HEADER FLANGE 2-#110 SCREW
TOP AND BOTTOM AND 6" MAX O.C.
HEADER WEB TO STIFFENER.
� TYPICAL HEADER AND BEAM CONSTRUCTION
SCALE: N.T.S.
1. CONTINIUOUS 25 GA TOP TRACK
UNLESS NOTED OTHERWISE
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HEADERS BEAM USE SIMILAR CONSTRUCTION WHERE z
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(6) / NOTE:
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(4) - SPLICE PER TYPICAL TOP TRACK
DETAIL ALONG LENGTH OF BRACED
WALLS OTHERWISE SPLICE PER
GENERAL NOTES
4. #8 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
TYPICAL WALL STUDS
UNLESS NOTED OTHERWISE ON PLANS
EXTERIOR AND
INTERIOR NDN-BEARIN
BRACED AND BEARING WALL
NON --BRACED
NOT USED
4" X 25 GAGE
1114 MISTLETOE DR.
AT 24" O.C.
NOTE: SEE GSN FOR MINIMUM PROPERTIES OF
STEEL SECTIONS.
TYPICAL WALL CONSTRUCTION
SCALE: N.T.S.
/Q1 (6) (2) 1. TRIMMER STUD UNDER HEADER
(q) - MATCH ADJACENT WALLS
2. VERTICAL TRACK FULL HEIGHT
3. ADDITIONAL KING STUD
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j MIDHEIGHT WITH 2 - #10 SCREWS
_ AT EACH SIDE
(3) 5. VERTICAL STUD FULL HEIGHT
2 STUD AT HEADER 3 OR MORE STUDS AT OPENING
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(6) (6)
(4)
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\cad\POwer.dgn Sep. 12, 2018 21:44:53
NOW CONTINUOUS LOAD
EXISTING ELECTRICAL
PANEL 24 OR 31 BREAKER PANEL
RECEPTICLES
CIR. NO.
RECEPTICLES @ 240 VA
12,000 VA
10,000 VA @ 100%
10,000 VA
12,000 VA -10,000 VA= 2,000 VA @ 50%
1,000 VA
SUBTOTAL
11,000 VA
CONTINUOUS LOAD
ION
GENERAL LIGHTING
CIR. NO.
1500 FT' @ 3VA PER FT'
4500 VA
SHOW WINDOW LIGHTING LOAD
20FT @ 200 VA PER FT2
4,000 VA
OUTSIDE SIGN CIRCUIT
1,200 VA
WATER HEATER
5,000 VA
OFFICE RECEPT,
14,700 VA
MOTOR LOADS
(1) A/C UNIT
I X 30 AMPS X 208 V X 1.732 1005 VA
LARGEST MOTOR, ADDITIONAL 25% 31000 VA
13,885 VA
NET CALCULATED LOAD 39,585 VA
MINIMUM SERVICE SIZE = 39 585 / 208 V (1.732)
AM
NEXT SIZE = 10259 AMPS
WE ARE USING AN EXISTING SERVICE = 150 AMPS
ELECTRICAL LOAD CALCULATIONS
PANEL. SHEDULES BY LICENSED ELECTRICIAN
APPLICABLE CODE
ELECTRICAL: NEC 2014 EDITION
ELECT �I CAL NOTES;
I. 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-1001 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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PHONE LINE 1Q OUTLET
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0 CONNECT TO LIGHT SWITCH
115 VOLT/ 20 AMP DUPLEX RECEPTICLE
115 VOLT/ 20 AMP GROUND FAULT INTER, DUPLEX REC,
115
115 VOLT/ 20 AMP QUAD RECEPTICLE
D' 220 AMP AIC ELECT DISCONNECT
ALL ELECTRICAL WORK AS PER NEC, 2014 ED. SCALE: 3116" = P-0"
150 AMP
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20
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6
7
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8
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20
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#12
20
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#12
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AHU SERVICE RECEPT
14
15
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#12
20
20
1 #12
112"
COUAHHETER UNDER
16
17
INSTA HEAT UNDER
COUNTER W,H,
112"
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1
20
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112"
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19
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20
21
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22
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24
APPLICABLE CODE
ELECTRICAL: NEC 2014 EDITION
ELECT �I CAL NOTES;
I. 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-1001 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.)
' - -1. - I I� 8"IWA
ELEC. POWER LEGEND
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0 CONNECT TO LIGHT SWITCH
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115 VOLT/ 20 AMP GROUND FAULT INTER, DUPLEX REC,
115
115 VOLT/ 20 AMP QUAD RECEPTICLE
D' 220 AMP AIC ELECT DISCONNECT
ALL ELECTRICAL WORK AS PER NEC, 2014 ED. SCALE: 3116" = P-0"
150 AMP
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T_ Volume damper to be
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the fresh
3,, " GER RODS air ductInnto regulate - --
8 ALL THRE A HA
volume of fresh air
entering building. .
UPPORT EVERY 4'
AHU
ACK FILTE
6"
VIBRATION SUPPRESSION
--
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STRUCTURAL
ABOVE CLOSET PAN�w%FLOATRSWITCH
AHU SUPPORT DETAIL: N ®T. �
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FPT MINIMUM
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PROVIDE CONCRETE POWDER ACTUATED
FASTNER FOR INSTALLATION IN CONCRTE,
DUCT SHEET METAL SCREWES OR POWDER
ACTUATED FASTNER FOR INSTALLATION IN
STRUCTURAL STEEL OR JOIST. ALL
HORIZONTAL SUPPORTS SHALL BE MIN
5'-0" ON CENTER OR APPROVED BY
SMACNA STANDARDS.
NON METALLIC
DUCT SUPPORT DETAIL.
NOT TO SCALE
CONDENSING UNIT
SECURE TO STRUCTURE WITH
MASTIC ALL
SPIN -IN FITTINGPOWDER
ACTUATED FASTNER OR
JOINTS AT
WITH SCOOP AND
SHEET METAL SCREW
CLOSURE
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8" DIAMETER
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METAL STRAP
MIN. BRANCH CIR. AMPS
25
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MAX. BREAKER AMPS
30
AIR FLOW
1
AIR HANDLING UNIT
BEYOND AHU
FL X LE DUCT
MANUFACTURER
TRANE/AMERICAN
STANDARD
MODEL NUMBER
4TEE3F36 3.5
INSULATE SPIN -IN WITH
CFM / SPEED
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ZSUPPLY
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AIR
DAMPER OPERATOR ACCESSIBLE
DUCT
LEX DUCT CLAMP
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DUCT
TAKEOFF DETAIL
MAX. BREAKER AMPS
NOT TO SCALE
"-STRUCTURAL JOIST OR CONCRETE SLAB
ABOVE
�--SUPPORT DUCT TO STRUCTURE WITH
1-1/2" WIDE 24GA METAL STRAP.
PROVIDE CONCRETE POWDER ACTUATED
FASTNER FOR INSTALLATION IN CONCRTE,
DUCT SHEET METAL SCREWES OR POWDER
ACTUATED FASTNER FOR INSTALLATION IN
STRUCTURAL STEEL OR JOIST. ALL
HORIZONTAL SUPPORTS SHALL BE MIN
5'-0" ON CENTER OR APPROVED BY
SMACNA STANDARDS.
NON METALLIC
DUCT SUPPORT DETAIL.
NOT TO SCALE
CONDENSING UNIT
HANGER ROD
TO STRUCTURE
MANUFACTURER
TRANE/AMERICAN
STANDARD
MODEL NUMBER
4TT54036E 3.5
TON
(S)EER / HSPF/COP
15/1
8" DIAMETER
TOT/SEN/LAT/MBTU
60/45/15
301.400
VOLTAGE / PHASE
208-240/3
12" DIAMETER
MIN. BRANCH CIR. AMPS
25
MAX. BREAKER AMPS
30
CU NUMBER
1
AIR HANDLING UNIT
BEYOND AHU
MANUFACTURER
TRANE/AMERICAN
STANDARD
MODEL NUMBER
4TEE3F36 3.5
TON
CFM / SPEED
1400
HEAT STP/KW/MBTU
1OKW/34.1
VOLTAGE / PHASE
208-240/1
SUSPENDED
MIN. BRANCH CIR. AMPS
25
& FANCOIL
MAX. BREAKER AMPS
30
FLOAT SWITCH
NOT TO SCALE
IINLINEYES
'TSTAT
SE S0�0@N75DDEGRE�S
AHU NUMBER
1
TE:
SUPPLY CFM'S SHALL
BALANCE RETURN CFM'S
MECHANICAL, SYMB.
Fix— I MECH. SUPPLYIDIFFUSER
(24"x24")
® MECH. SUPPLY (12" x 8")
EXHAUST FAN
FAN
SUPPLY MAIN DUCT LINE
: SUPPLY FLEX DUCT LINE
�J RETURN FLEX DUCT LINE
-- — RETURN MAIN DUCT LINE
Imo— J MECH. RETURN (24" x 24")
FROM OUTSIDE
IER VENT WITH SCREEN
BACK DRAFT DAMPER
LL NOT BE INSTALLED.
LATE ALL DRAIN LINES
CONDENSATE TO OUTSIDE
SCAPING.
WALL
100 CFM
�w
(1) 3.5 TON
A/C SYSTEM
198 CFM O.A.
FRESH AIR CALCULATION:
1,214 S.F. X 0.06 CFM = 73 CFM
25 PERSONS X 5 CFM = 125 CFM
TOTAL OUTSIDE AIR = 198 CFM
SUPPLY AIR CFM = 1,400 CFM
EXHAUST AIR CFM = 100 CFM
SUPPLY AIR CFM = 1,202 CFM
BALANCE AIR CFM = 98 CFM
AIR BALANCE SCHEMATIC; N,T,S,
THIS DETAIL WILL WITHSTAND
140 MPH UPLIFT/WINDLOAD
EXTERIOR EQUIPMENT: TIE DOWN
AJC DETAIL N.T,S
USE2)) SIMPSON: A21 ANGLES
PER IDE OF UNIT J8)TOTAL (18GA)
ATTACH: USING #4x1.112 S.S.
SHEET MTL, SCREWS TO BASE OF
COMPRESSOR, ATTACH TO CONC.
PADISLAB USING 3116"x2-114" TO CONC.
EACH A21 CONNECTOR REQUIRES (2)
#14xI.112" SHEET MTL SCREWS
& (2) 3116"x2.114" TAPLONS,
,
WEIGHT 211 LB NOTE: CONTRACTOR SHALL PROVIDE TEST AND BALANCE SMOKE DETECTOR
NOTE: REPORT FOR FINAL MECHANCIAL INSPECTION MODELANUMBER2435Pg5 or Env.
GRILLS & REGISTERS
HART & COOLEY or eqv.
MODEL NUMBER HVS-R6 A611 RHF45-T
SIZE 24x24 8x4 20x20
XPUCTION STEEL ALUM ALUM
R NONE MS NONE
WHITE WHITE WHITE
TYPE SUPPLY SUPPLY RETURN
w/20x2O
FILTER
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FLEX DUCT SIZING SCHEDULE MVAC NOTES: FPM Zoo - 4000
I) ALL DUCTS TO BE INSTALLED PER SMACNA DUCT STANDARDS AND LOCAL CODES SYMBOL ®55-R
CFM RANGE FLEX DUCT DIAMETER
2 DUCT BOARD WILL BE I Ill" R-6 RIDGID BOARD
HANGER ROD
TO STRUCTURE
4" DIAMETER
31 .60
5" DIAMETER
COIL SECTION
6" DIAMETER
SUPPLY
T' DIAMETER
151-200
8" DIAMETER
AIR
9" DIAMETER
301.400
1Y' DIAMETER
401.600
12" DIAMETER
601.900
14" DIAMETER
RETURN
DRAIN PAN
EXTEND 2"
UNIT TO
STAND ON 4"
BEYOND AHU
1.5"-2" ANGLE
FOAM BLOCKS
SUPPORT
IN SAFETY PAN
FLOAT SWITCH
CAP FOR HOSE CONNECTION-
-TYPICAL
SUSPENDED
AHU
& FANCOIL
DETAIL_
NOT TO SCALE
,
WEIGHT 211 LB NOTE: CONTRACTOR SHALL PROVIDE TEST AND BALANCE SMOKE DETECTOR
NOTE: REPORT FOR FINAL MECHANCIAL INSPECTION MODELANUMBER2435Pg5 or Env.
GRILLS & REGISTERS
HART & COOLEY or eqv.
MODEL NUMBER HVS-R6 A611 RHF45-T
SIZE 24x24 8x4 20x20
XPUCTION STEEL ALUM ALUM
R NONE MS NONE
WHITE WHITE WHITE
TYPE SUPPLY SUPPLY RETURN
w/20x2O
FILTER
:ad\HVAC.dgn Sep. 12, 2018 22:01:00
FLEX DUCT SIZING SCHEDULE MVAC NOTES: FPM Zoo - 4000
I) ALL DUCTS TO BE INSTALLED PER SMACNA DUCT STANDARDS AND LOCAL CODES SYMBOL ®55-R
CFM RANGE FLEX DUCT DIAMETER
2 DUCT BOARD WILL BE I Ill" R-6 RIDGID BOARD
3) FELX DUCT WILL BE SILVER R-6 VALUE
4) INSTALL DIGITIAL T -STATS. AND MOUNT THERMOSTAT 5'.0" A.F.F.
5) ARCHITECT'S AFFADAVIT RE.; SUSPENDED AHU FROM EXIST. STRUCTURAL MEMBERS;
UPON EVALUATION, EXISTING STRUCTURE IS CAPABLE OF SUPPORT OF SUSPENDED AHU AS DEPICTED.
6) TRANSFER DUCTS FOR RETURN AIR TO COMPLY W/ SECTION 601.4 FBCM.
7) CROSS-SECTIONAL AREAS OF TRANSFER DUCTS TO BE AT LEAST 1-112 TIMES CROSS-SECTIONAL AREA
OF SA DUCTS ENTERING ROOMS
8. VOLUME DAMPER TO BE INSTALLED ON FRESH AIR DUCT TO REGULATE VOLUME OF FRESH AIR ENTERING BUILDING
CFM
UST
V.T,I
0
0
Ell
RAM
NOTE: CONTRACTOR TO INSTALL
AHU UNIT ACCORDING TO MANUF,
SPEC'S,
ieFM� '
-----ORA
s
0
�01
NOTE; NO AIC IN OPEN WAREHOUSE AREA
I -�
MECHANICAL HVAC DUCT PLAN;
SCALE: 3116" = 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 M_ I
DATE: 09-12-2018
0
0.30
4" DIAMETER
31 .60
5" DIAMETER
61-100
6" DIAMETER
101 - 150
T' DIAMETER
151-200
8" DIAMETER
201.300
9" DIAMETER
301.400
1Y' DIAMETER
401.600
12" DIAMETER
601.900
14" DIAMETER
3) FELX DUCT WILL BE SILVER R-6 VALUE
4) INSTALL DIGITIAL T -STATS. AND MOUNT THERMOSTAT 5'.0" A.F.F.
5) ARCHITECT'S AFFADAVIT RE.; SUSPENDED AHU FROM EXIST. STRUCTURAL MEMBERS;
UPON EVALUATION, EXISTING STRUCTURE IS CAPABLE OF SUPPORT OF SUSPENDED AHU AS DEPICTED.
6) TRANSFER DUCTS FOR RETURN AIR TO COMPLY W/ SECTION 601.4 FBCM.
7) CROSS-SECTIONAL AREAS OF TRANSFER DUCTS TO BE AT LEAST 1-112 TIMES CROSS-SECTIONAL AREA
OF SA DUCTS ENTERING ROOMS
8. VOLUME DAMPER TO BE INSTALLED ON FRESH AIR DUCT TO REGULATE VOLUME OF FRESH AIR ENTERING BUILDING
CFM
UST
V.T,I
0
0
Ell
RAM
NOTE: CONTRACTOR TO INSTALL
AHU UNIT ACCORDING TO MANUF,
SPEC'S,
ieFM� '
-----ORA
s
0
�01
NOTE; NO AIC IN OPEN WAREHOUSE AREA
I -�
MECHANICAL HVAC DUCT PLAN;
SCALE: 3116" = 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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CHECKED BY: S.P.H.
SCALE: AS NOTED M_ I
DATE: 09-12-2018
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