HomeMy WebLinkAboutBUILDING PLAN PAGE 18-323/4" PLYWOOD TO JOISTS w/
CONTIN. BEAD ADHESIVE & 2,25"
WD SCREWS @ 8"o.c. TO ALL
JOISTS & LEDGERS
NEW FLOOR JOIST.
SEE SHOP DRAWINGS.
HTW20 W/(24) I OD X 1-1/2"
TWIST STRAP EACH FLOOR
JOIST TO LEDGER FOR
LATERAL STABILITY
(2)PT2xl 2 LEDGER w/
5/8"x8" WEDGE BOLTS w/
2"DIAWASHER
STAGGERED @ 24"o.c.
13'-2"
TOP JOIST
NEW 8 GAUGE GALV. STIL. HANGER
WIRE MID SPAN EACH JOIST TIED
TO TRUSSES ABOVE
I 2x6 LEDGER FASTENED TO
FRAME WALL EACH END W/ (2)16d
TO EACH WALL STUD
10.0.1
N R.
FIN. RG
1/2" GYP, BIRD ON 2x6 @ 24" o.c ON
\—SIMPSON LU24 W/ (4)16d TO LEDGER&
(2)1 Odxl.5" TO CLG JOIST
IF METAL 2x6 JOISTS: MIN. 20ga & 9.5'
SPAN w/ MID WIRE SUSPENSION
ESTROOM CEILING -
SCALE: 1/2" = V-0"
PRE -FIN. MTL CAP FLASHING
TO DRAIN ONTO ROOF
FOAM CLOSURE ALONG TOP��\
13'-2"
15/32" COX PLYWD w/ 8d RING
TOP -
NAILS @ 4"o.c. FIELD & EDGE TQ
2X4 FRAMED GABUZo
PT2x4 @ 24"o.c. W/ TOP & BOTTOM
PLATES ON FLAT. FASTENED TO
CMU w/ 1/4"x3' TAPCONS AT 24"o.c.
PRE -FIN. MTL SIDIN&'�L'
ALONG PLATES (3) PER EACH STUD
PRE -FIN. MTL SIDING w/ DRIP
�5) COURSES OF CMU TO BE FILLED
FLASHING
AROUND ENTIRE ADDITION
2
Lo
PERIMETER IN SAME PLAIN AS FLOOR
JOISTS W/ MIN. (3) #5 CONTINUOUS
SEE LINTEL
SCHEDULE
TL SIDiNG SPANDREL
SCALE: 1/2" = V-10"
61-10.1
TYPICAL CUBICAL
SCALE: 1/2"= -0"
PAINTED WD TRIM CAP
TREATMENT
12"
LAMINATE ON 3/4" PLYWID
SHELVES c/w VERTICAL
SUPPORTS @ MAX. 48"o.G.
2x4 @ 16"o.c. wl 1/2" FIN,
GYP. BIRD BOTH SIDES.
30" LAMINATE ON 3/4" PLYWID DESK
# r- TOP c/w VERTICAL SUPPORTS
@ MAX. 48"o.c.. ENSURE TO
KEEP CLEAR OF KNEE SPACE.
VINYL BASE BOTH—�,� 20
SIDES CONCRETE
FLOOR SLAB
(T)CUBICAL SECTION
1\ �2 SCALE: 1/2"= V-0"
LIFT OUTLINE SHEET
N.T.,'
2
4
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TRUSSES
Ir- — — — — — f
5'-6" 13'-�"
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I 1L___11N
74" 10'-7f 4 , -11
3
"k, �S4
WALL TYPE
LEGEND
2x4 FRAMED WALL
GYPSUM FINISHES BOTH SIDES UTIEN= NEW EXTERIOR WALL
REINFORCED CBS w/
8" CMU INFILL
STUCCO FINISH
wl PTlx2 STRAPPING &
GYPSUM FINISHES 130TH SIDES
2x4 WALLS SHOWN AS 45THICK;
LOAD BEARING 2x6 WD @ 16"o.c. 5/8"
2x6 WALLS SHOWN AS 6.5" THICK;
TYPE-X GYPSUM FINISHED BOTH SIDES
L C�U WALLS 8- + 1.25- INSIDE,
w/ 5.5" BATT INSUL.
NEW 2x6 FRAMED BRG. WALL
w/ 5.5" BATT INSUL. &
NEW 2x4 FRAMED WALL IN EXISTING
TYPE-X GYP. BIRD FINISH
BUILDING. GYPSUM FINISHES BOTH
BOTH SIDES
SIDES w/ 3" BATT INSUL.
12'-
2ND FLOOR PLAN
SCALE: 3/16" = V-0"
NEW ROOF VALLEY FROM
NEW TRUSSES TO BE
PLACED ON TOP OF
EXISTING TRUSSES
EXISTING ROOF
TRUSSES TO BE
REMOVED FROM TOP OF
TRUSSES TO REMAIN
FILE COPY
THE'SZ, leL.VilS AND ALL PROPOSr-n WON(
ARE SLINECT TO ANY COPMEC-�!Irjfls FF 0 Fg_- 0 \v/ lt�
REQUIRED BY M40 INSPEC"WS THAT I
MAY BE NECESSAXY IN OADME T 0 MAY 2 5 RECD
COMPLYWITH,U APFL24a-E CODES. PN
ann V
THESE DRAWINGS CONTAIT
ARCHITECTURAL SYMBOLS
USED FOR GRAPHIC
PURPOSES ONLY. SIZE A
LOCATION MAY VARY TO
MEET MANUFACTURER'S
SPECIFICATIONS.
DO NOT SCALE DRAWINGS
ANY QUESTIONS ABOUT
DIMENSIONS, CONTACT
DESIGNER.
0
u
D
START DATE: 10.14.1
N0.1REVISION/ISSUE1 DATE
A, 1 1 ST—REVISION 105.16.'
/2\ 1 9Nn-REVISION I
CLIENT:
A-1 TRUSS COMPAN'
4451 ST LUCIE BLVD,
FT. PIERCE, FL
A2
00 00
- I - I
Lo Ln
CLG 24'-0" T.BND BM
13'-2" OP JOIST
10'8" BRG '
TO� L DGER��-
WIN
5,_�'TOP SLAB
cy)
—47.4 PSF
+41.5 PSF
r
0
N
EXTERIOR STUCCO (PLASTER) TO BE PER FBC 2512 & ASTIVI C 926
PLASTERING WITH CEMENT PLASTER SHALL BE NOT LESS THAN THREE COATS WHEN
APPLIED OVER METAL LATH OR WIRE FABRIC LATH OR GYPSUM BOARD BACKING AS
SPECIFIED IN SECTION 2510.5 AND SHALL BE NOT LESS THAN TWO COATS WHEN
APPLIED OVER MASONRY OR CONCRETE. IF THE PLASTER SURFACE IS TO BE
COMPLETELY COVERED BY VENEER OR OTHER FACING MATERIAL, OR IS
COMPLETELY CONCEALED BY ANOTHER WALL, PLASTER APPLICATION NEED ONLY BE
TWO COATS, PROVIDED THE TOTAL THICKNESS IS AS SET FORTH IN ASTM C 926.
ONLY APPROVED PLASTICITY AGENTS AND APPROVED AMOUNTS THEREOF SHALL BE
ADDED TO PORTLAND CEMENT OR BLENDED CEMENTS. WHEN PLASTIC CEMENT OR
MASONRY CEMENT IS USED, NO ADDITIONAL LIME OR PLASTICIZERS SHALL BE
ADDED. HYDRATED LIME OR THE EQUIVALENT AMOUNT OF LIME PUTTY USED AS A
PLASTICIZER IS PERMITTED TO BE ADDED TO CEMENT PLASTER OR CEMENT AND
LIME PLASTER IN AN AMOUNT NOT TO EXCEED THAT SET FORTH IN ASTM C 926.
s 13'-2" TO STAIR
— _� / . _� F_ 13 1
+41.5 PSF
PRE -MANUFACTURED
SIGN BY OTHERS
Awl ROOF
ETRUSSES
—47.4 PSF —4/.4 H��F
+41.5 PSF +41.5 PSF
smo
—48.6 PSF
+43.8 PSF
TOP OF ROOF
BEHIND
—47.4 PSF
+41.5 PSF
2
—48.6 PSF
+43.8 PSF
—48.6 PSF
+43.8 PSF
PRE-FiNISHED
METAL CLADDING
13'-2" TOP STAIR 0
0'-0" TOP
—44.1 PSF 80'-0" —44.1 PSF
+39.9 PSF —48.6 PSF +39.9 PSF
+43.8 PSF FRONT ELEVATION
NORTH SCALE: 1/4" = V-011
A-1 TRUSS SIGN
TOP OF ROOF BYOTHERS PRE -FINISHED
BEHIND METAL CLADDING
co
Z4
�-O" T.BND BM
—23'-3" FIN. CLG
13'-2. TOP JOIST
10'-8
100'-0" EXISTING BUILDING
THEM �vUI`IS ANID ALL PROPOSTD �AJOR(
ARE q�USJECT TO ANY COR112r, -j!Ctio
nEQUIRED BY FIwIll) INSPECTORS THAT
MAY BE NFCESiANY IN OfMn TO
CO'MPLY WITH ALL APFUCASLE CODES.
0'-0" TOP
REAR ELEVATION nEcD
MAY 2 6
SOUTH SCALE: 1/4" = V-011
n i
(-,72)631-5709 �ALA2600257
THESE DRAWINGS CONTAIP
ARCHITECTURAL SYMBOLS
USED FOR GRAPHIC
PURPOSES ONLY. SIZE A
LOCATION MAY VARY TO
MEET MANUFACTURER'S
SPECIFICATIONS.
DO NOT SCALE DRAWINGS
ANY QUESTIONS ABOUT
DIMENSIONS, CONTACT
DESIGNER.
z
Lu
j
START DATE: 10.14.
NO.REVISION/ISSUE
DATI
,&
1ST —REVISION
05.23.
E-2—N—D—REVISION
ZE__�_RD__REV1S1ON
CLIENT:
A-1 TRUSS COMPAIN
4451 ST LUCIE BLVD,
FT. PIERCE, FL
C
73
R8yMDnd Chladny
Li�nsed Amhitect #AA-26002573
p V �ljwg goi M FA 1 p
50'-0" EXISTING BUILDING
—48.6 PSF — 48.6 PSF —48.6 PSF —48,6 PSF
+43.8 PSF - +43.8 PSF +43.8 PSF +43.8 PSF
0
62'-0"
EAST ELEVATION
SCALE: 1/4" = V-011
22'-6"
RTU #2
PRE -FINISHED
METAL CLADDING
13'- 11
r
101811
T6�P
Tnp r)F
PRE -FINISHED
MFTA1_ CLADDING
WEST ELEVATION
SCALE: 1/4" = V-011
0'-0" TOP SLAB _;5
J
AND ALL PROPOS!"M VAM
ARZ SUAJCCT TO At4Y CMUCTVIO
RE;QUIREI) BY FIZILD INSPECTORS THAT
IMAY B E Nf 0 ESSAXY IN O&NM T 0
LECODES.
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ffl A-1 R001
AA -
M TRUSSE!
ik F;.Orw A CORMRAM
1� 1.4
W
__EC _RF
\,,A,__R(Cl Ill __' CTIJ Pu
n 1��>
7�/2)631-5709 A-k2600257.'
m
THESE DRAWINGS CONTAIN
ARCHITECTURAL SYMBOLS
USED FOR GRAPHIC
PURPOSES ONLY. SIZE AT
LOCATION MAY VARY TO
MEET MANUFACTURER'S
SPECIFICATIONS.
DO NOT SCALE DRAWINGS,
ANY QUESTIONS ABOUT
DIMENSIONS, CONTACT
DESIGNER.
z
Lu
START DATE: 10.14.1
NO.REVISION/ISSUE
DATE
1ST —REVISION
2ND—REVISION
3RD—REVISION
CLIENT:
A-1 TRUSS COMPAN
4451 ST LUCIE BLVD,
FT. PIERCE, Fl,
17
mo:
M -, . -
N
r
PRE -FIN. MTL CAP FLASHING
TO DRAIN ONTO ROO�F)
FOAM CLOSURE ALONG TOP
NEW 2x4 @ 24"o.c. FRAMED GABLE
WALL FASTENED TOP & BOTTOM w/
HOR. 2x4 BACK (3) TRUSSES @
EACH STUD. (2) 16d GUN NAILS AT
EACH CONNECTION
PRE-ENG'D WOOD TRUSSES --�
15/32" CDX PLYWD wl 8d RING___�
NAILS @ 4"o.c. FIELD & EDGE TO
2x4 FRAMED GABLE
PRE -FIN. MTL SIDING-"'�
PRE -FIN. MTL SIDING W/ DRIP
FLASHING
SEE CONNECTOR
SCHEDULE
IMPACT
WINDOW
I
2
00
SEE A-1. PRE-MANUFACUTRER.
PRE -FINISHED STEEL CANOPY
c/w GUTTERS & DOWN SPOUTS
BY: AEGIS
NEW IMPACT
NEW 4" THICK ENTRY WALK.
SEE CIVIL DRAWINGS
UNDISTURBED, TERMITE
TREATED SOIL
19/32" CDX ROOF SHEATHING w/ 8d RING NAILS
@ 4"O.C. FIELD & EDGE TO ROOF TRUSSES w/
WATER PROOF ROOF MEMBRANE. SEE
PRODUCT APPROVAL FOR TYPE.
PAPER BA
R- 19 BATT
\11-NEWACOUSTICI
CONCEALED SUPPLYIDUCT TO
BE DUCT BOARD & TRANSITION
TO METALLIC SPIRAL DUCT
JUST ABOVE A.C.T.
'--SEE LINTEL SCHEDULE V)
LLJ
XDRYWALL RETURN H HAD & JAMBS U)
(f)
:D
:D
0
401S LITES
PENDANT/
EXPOSED 12" SPIRAL DUCT LIGHTS
SILVER METALLIC FINISH FROM
DUCT BIRD SUPPLY DUCT I
BEHIND WALL I I
'*�2xI3 @ 16" o.c. SHAFT 0
AHU#1 10 TON
COORDINATE HVAC, TRUSS 27"DX51 "WX62"H WALL w/ 5/8" TYPE -
SPACING & WALL FRAMING FOR 1ST LEVEL GYP BOTH SIDES
SO THIS AHU ROOM I ABOVE MACHINE RM
I
FUNCTION AS REQUIRED*`�:�-'� I I
I I
I I
I kF I I
FLOOR EDGE TRIM-��
2x4 @ 12" D.C. FRAMED CE LI I STYLE BY OWNER
I NG- I
w/ PT3/4" PLYWD ON TOP
1 1/2" GYP TO FLOOR-�-'
'6' TRUSS FACE I
- - - - - - - - - - -
-I$FIN' U/S
DRYWALL SOFFIT TO U/:/
CANTI LEVERED 2x4'S
SHAFT
EXTRUDED TOP TUBE AS PART -
OF THE STORE FRONT SYSTEM
ro
00
[D]
IMPACT GLASS AS PART OF-'��
THE STORE FRONT SYSTEM
VINYL BASE MOLDING
ENTRY
9 . . I
ECTION
CONCEALED SUPPLY
RETURN DUCTS GYPSUM BOARD MATERIALS & ACCESSORIES TESTING STANDARDS: PLACE R-19 BATT INSUL.
BOVE A.C.T. MATERIAL STANDARD ON TOP OF DROP CEILING
ACCESSORIES FOR GYPSUM BOARD ASTM C 1047 FOR SOUND PROOFING
ADHESIVES FOR FASTENING GYPSUM WALLBOARD ASTM C 557
GYPSUM CEILING BOARD ASTM C 1395 DIAGONAL BRACE FASTEN TO TOP PLT w/
GYPSUM SHEATHING ASTM C 79 (2)TEK SCREWS, TYP. EACH
GYPSUM WALLBOARD ASTM C 36 TO OTHER WALLS w/ BRACE END
JOINT REINFORCING TAPE & COMPOUND ASTM C 474; C 475 25ga 2x4 STUD MAX.
NAILS FOR GYPSUM BOARDS ASTM C 514, IF 547, F 1667 8'-0" LONG
STEEL SCREWS ASTM C 954; C 1002
STEEL STUDS, LOAD -BEARING ASTM C 955 io'—O" A.C.T
STEEL STUDS, NON -LOAD BEARING ASTM C 645 — - - — - -:--&
STANDARD SPECIFICATION FOR GYPSUM BOARD ASTM C 1396
ACE I
L
TESTING GYPSUM & GYPSUM PRODUCTS ASTM C 22; C 472; C 473 T-BAR GRID TO ADD
WATER-RESISTANT GYPSUM BACKING BOARD ASTM C 630
Zi-\ LATERAL SUPPORT
241011 BETWEEN DIAGONAL
TOPBRG C I
t(BRACING ABOVE
23' T'
—F I W �[G� NEW 1 U-13", 2x (25ga MTL)
\-NEW 2x4 @ 24"o.c. BLOCKING OVER TOP O� 'HILTI'SHOT PINS OR @ MAX. 24"O.C. FRAMED
LIFT SHAFT FASTENED TOP & BOTTOM w/ STUDS /-3/16"Xl.5" TAPCON @ WALLS w/ PAINTED GYP.
HOR. 2x4 BACK (5) TRUSSES @ EACH STUD. 16"O.C. TYPICAL BRD BOTH SIDES.
(2) 16d GUN NAILS AT EACH CONNECTION TO
STABILIZE TOP OF SHAFT WALLS TRACK L OPTIONAL 3" BATT INSUL
SCREW @ TO 10'-0" AFF
EACH
FLANGE
ESAC
SUM BOARD &
ORIES PER TESTING
S IS P P
N=
1/2" GYPSUM BOARD
SLAB ON GRADE C
a. . . W.
ACCESSORIES PER TESTING
S ST
TLANDARDS THIS PAGE PER
C 50
FBC 2506.2
VINYL BASE BOTH
PARTITION SILL SIDES CONCRETE
sc SCALE: N.T.S. FLOOR SLAB
4A .
3/4" PLYWOOD TO JOISTS w/
CONTIN. BEAD ADHESIVE & 2.25"
WD SCREWS @ 8"o.c. TO ALL NEW PARTITION SECTION
JOISTS & LEDGERS SCALE: 1/2"= l'-O"
NEW FLOOR JOIST.
SEE SHOP DRAWINGS.
71
TOP jO-ISLT
13'-3"
N 71 To P 2 N-D -FL R FTE9— 1�1 M
SCALE: 1/2" = V-13"
NEW ACOUSTIC CEILING TILES
25ga 2x4 @ 24" D.C.
FRAMED LADDER W/
1/2" GYP BOTH
SIDES & U/S.
101-U.
-�101-01,
i-F-IN.CLG--��
NEWACOUSTIC
CEILING TILES
SEESHOP
DRAWINGS FOR
STAIR & RAILINGS
TEMP. GLASS
STOREFRONT WINDOW
IN FRONT OF STAIR
MULL POST INFRONT JOINING
SLIDERWINDOW
RETURN RAIL ENDS
I TO WALL wl MAX.
12" 1/2" SPACE. TYP.
INTERIOR STAIR:
(23) RISERS @ 6.913
�INCLUDES TREAD FINISH) SLIDERWINDOW
Diz.Zlr: r.!LfN9 A,ID ALL PROPOS7) V!;:'� ON WALL INFRONT
1, 1 (22) TREADS @ 11"
ARE C�'UOJECT TO ANY
RECURED BY Fl!.7LD INSPECTOFS THAT TOTAL RISE 13 3 $) 12"
rlAY BE NECEGjSA,XY IN OIRNM TO
c�.nr-v vnTL: ALL APfPI.21VALEC�;ES.
00
ACCESSIBLE 7— -7— 7-1
COUNTER 71�' RETURN
X RAIL ENDS
0 WALL W/
MAX. 1/2"
S ACE. TYP.
"A
11 r
L0
cy)
n
CD
-(D
6'-4"
ID6
4'- 0"
SAME ON
2ND FLOOR LEVEL
ID 1
66-R LE\K
0)
DO
I
C'�
-
CD
8'-0
11
ID7
Ln
m
- — - — - — -
2ND FLOOR LEVEL
5'- 6 2'- 6
qil
I
Ln
ID2 ID3
9'-81"
f f
ID8
9'- 8
0
I
_0
ID4
_��-FRAMED
EXTRUDED TOP TUBE AS PART I
OF THE STORE FRONT SYSTE"-\
T3 -1 404
0 1) RLLR
4
- 5'- 9
0 lie
El
ID9 ID 10
1
6'- 4"
ALIGN
00 MULLIONS
ID5
BETWE N 2
WINDO
0
- - - 1
0 0
F
WALL
'� ABOVE
STOREFRONT MAY 2 6 RECD
WINDOW #11
0 STOREFRONT
MULLION POST
14" DEEP wHrriNG SHELF w/
--,-SUPPORT BRACKETS, BOTH
SIDES OF THIS WINDOW
1
v
)AULL POST INFRONT JOINING
SLIDER WINDO
7'- 7
ID 11
L
cc
0
14" DEEP WRITING (.0
�K'-SHELF w/ SUPPORT
BRACKETS, BOTH
SIDES OF WINDOW
#10
WINDOW
WINDOW SCHEDULE
SIZE
MIDE X HIGH)
CONFIRM MO.
TYPE
FRAME
FINISH
SCREEN
1
48" x 40"
FIXED
ALUM.
ANODIZED
2
66" x 30"
FIXED
ALUM.
ANODIZED
3
30" x 70"
FIXED
ALUM.
ANODIZED
4
116.5" x 120"
FIXED
ALUM.
ANODIZED
5
76" x 44"
FIXED
ALUM.
ANODIZED
6
I 76"x 113.5"
I FIXED
I ALUM.
ANODIZED
7
96"x 93.5"
FIXED
ALUM.
ANODIZED
8
116.5" x 113.5"
FIXED
ALUM.
ANODIZED
9
69" x 48"
FIXED
ALUM.
ANODIZED
10
48" x 48"
91 " x 73.5"
HOR. ROLLER
FIXED
ALUM.
ALUM.
ANODIZED
ANODIZED
11
WINDOW
1. ALL WIND
2. CONFIRM
3. ALL WINDOWS
NOTES: ALL GLASS CLEAR
DESIGN PRESSURES AS PER ELEVATIONS.
M.O.'s PER WINDOW AND DOOR MANUFACTURER PRIOR TO CONSTRUCTION.
TO BE IMPACT RESISTANT.
FAXI
FLOORPLAN NOTES
Al
PRIOR TO GYPSUM & CEILING INSTAULATIONSG.C. TO HAVE LOWVOLTAGE, SOUND & SECURITY
OW
SYSTEMS INSTALLED BY OTHERS UNDER ER'S DIRECTION.
A2
EXTINGUISHERS TO BE CHEMICAL TYPE 2A 1OBC.
A3
FIELD CONFIRM MASONRY & METAL FRAME OPENINGS FOR WINDOWS & DOORS
A4
ENSURE & PROVIDE SOLID BACKING FOR GRAB BAR MOUNTING & ACCESSORIES
A5 ENSURE
ALL EDGES & FACES OF ALL DOORS ARE PNT 'D.
A6 ALL
FERROUS METALS TO BE SHOP PRIMED.
A7 ALL
SHEET MTL FLASHINGS TO BE ANODIZED ALUMINUM.
A8 ALL
TO
SUPPORTS, ACCESS PANELS, FASTENERS, HANGERS, ACCESSORIES, SUPPORTS
BE GALVANIZED, HIGH GRADE STAINLESS STL. OR ALUMINUM.
A9 ALL
APPLIANCES & FURNITURE, UNLESS INDICATED AS BUILT-IN IS NOT IN CONTRACT
A10
All
Al2
A13
A14 1
A15
A16
A17
A18
A19
A20
INTERIOR STAIR
1.5"
PAINT EXPOSED UNDER
SIDE STAIR STRUCTURE.
TYPICAL
CONCRETE FILLED
TAIR PANS &
LANDING
1.5" DIA. STEEL PIPE w/
(2)1/4" TAPCONS MIN. 2"
EMBEDMENT. MAX SPACING
AT 48" ALONG RAILING
WALL MNT GRIP
FILLED CMU OR CONCRETE
STAIR RISER/NOSING NOTE:
SCALE: 1/2"= 1'-0"
CLEAN EDGE, HELD
1" BACK FROM
WALL, VISIBLE
THRU WINDOW
I
P, &.
s.-- a no 1:
THESE DRAWINGS CONTAIN
ARCHITECTURAL SYMBOLS
USED FOR GRAPHIC
PURPOSES ONLY. SIZE AT
LOCATION MAY VARY TO
MEET MANUFACTURER'S
SPECIFICATIONS.
DO NOT SCALE DRAWINGS.
ANY QUESTIONS ABOUT
DIMENSIONS, CONTACT
DESIGNER.
z
Lu
START DATE: 10.141!
NO.REVISION /ISSUE DATE
Al 1CT D�WlClnkl 05231
1.5 11 11;5" 1.5" DIA. STEEL PIPE w/ MTL I -
& 2ND-REVISION
BRACKETS & (2) 1/4" S.M.S.
EACH THRU PLATE & STUD.
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PLATE RUNNING PARALLEL A-1 TRUSS COMPANI
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F FT. PIERCE,
WALL MNT GRIP
FRAMED WALL & GYPSUM BIRD
THE RADIUS OF CURVATURE OF THE LEADING EDGE OF THE TREAD
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STARTDATE: 10.14
N0.1REVISION/ISSUE DAI
1 ST—REVISIO�'
2ND—REVIS..
CLIENT:
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LICENSE NO.
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& APPROVED
GENERAL MASONRY NOTES
1. MASONRY CONSTRUCTION SHALL CONFORM TO 2014 FEIC AND TSM 402
2. CONCRETE BLOCKS SHALL CONFORM TO ASTM C-90 WITH f'm=1500pci.
3. MORTAR SHALL CONFORM TO ASTM C-270 TYPE "M" OR "S".
4. REINFORCED WALLS SHALL CONFORM TO THE 2013 MSJC (MASONRY STANDARDS JOINT COMMITTEE)
AND AS SHOWN ON PLANS AND SECTIONS USING VERTICAL #5 DOWELS IN GROUTED CELLS & CORNER BARS
5. WHERE SHOWN [01 ON FOUNDATION PLAN, CONCRETE BLOCK TO BE FILLED SOLID WITH GROUT
Vc=3000 PSI MINIMUM AND (1) #5 VERTICAL BAR, MAX.32"o.c. & AS PER NOTE #4 ABOVE.
NOTE
A 1/2"0 X 6" LONG MINIMUM WEDGE ANCHOR MAY BE USED IN LIEU OF 1/2"0 J-BOLTS. ANCHORS
TO BE LOCATED NO CLOSER THAN 5" TO EDGES AND 6" FROM CORNERS AND ENDS. USE APPROVED
EPDXY SYSTEM AT CONCRETE EDGES.
*DOWEL ROD REPAIR NOTES
IN THE EVENT STEEL HAS BEEN INADVERTENTLY OMITI ED FROM DOWNPOUR LOCATIONS, DRILL 5" INTO
CONCRETE (NO CLOSER THAN 3-3/4" FROM EDGES AND 5pl FROM ENDS OF CAP WALLS), REMOVE DUST
PER MANUFACTURER'S INSTRUCTIONS AND USE 2-PART EPDXY TO ANCHOR #5 REBAR IN PLACE. USE
EITHER HILTI C-100 OR SIMPSON EPDXY -TIE.
6'-7" 4'-3" 5'-2" �i
--101 1231--iml loll -1101 101 1111 101 0
50'-0" EXISTING BUILDING
25
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SCALE: 1.25" = 1'-0"
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V)
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I J - _x__ = = � - - -
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BLOCK TRANSITION
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, ILL PRC ;)
THEOZ A
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THESE DRAWINGS CONTAIN
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USED FOR GRAPHIC
PURPOSES ONLY. SIZE A�
LOCATION MAY VARY TO
MEET MANUFACTURER'S
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DO NOT SCALE DRAWINGS.
ANY QUESTIONS ABOUT
DIMENSIONS, CONTACT
DESIGNER.
0
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STARTDATE: 10.14.15
NO.REVISION/ISSUE DATE
1ST —REVISION 05.23.16
2ND—REVISION
7T- 3RD REVISION
CLIENT:
A-1 TRUSS COMPANY
4451 ST LUCIE BLVD,
FT. PIERCE, FL
C0
eaymond Chladny
EEu v Licensed Architect #AA-26002573
FMAY 2 6 CD
SCALE: 3/4" = 1'-0"
SCALE: 1.25" = l'-O"
�Z (4j ARMS & ANCHOR PLATES PER PLANS wl (4)
3/8" x 4" STAINLESS STEEL WEDGE ANCHOR PER
1/2" THICK ANCHOR PLATES. THIS DRAWING IS
REPRESENTATIONAL ONLY.
3/8" x 4" STAINLESS STEEL WEDGE
ANCHOR AT THE ARM CONNECTION
PATES & THROUGH THE GUTTER @
EVERY 2'O.C..
SEE PLATE DETAIL
SEE ARM DETAIL
3"X3"XY4" TUBE WELDED TO
FLANGE OF GUTTER FASCII
(AT EACH END)
SEE FASCIA DETAIL 301-1
51011
ENTRY CANOPY
(REPRESENTATIONAL)
El
m
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2XI5
2X4
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vm
TYP.
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SCREW
GIRDER TO BEAR ON TOP OF
—COLUMN w/ CONNECTOR ANCHOR
#4. SEE CHART PAGE S3
1 X" EDGE
BTANCE TYP.
WS6 SCREW FROM
OPPOSITE FACE
WS6SCREW
F
SCALE: N.T.S.
A 3/16 10 1/4
3/16
0
9/16" HOLES FOR 112"—"�5
THREADED ROD _lj I
\W21X68 STEEL BEAM
1/4" STEEL BEARINGT
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STIFFENER PLATE 1/4"
THICK WELDED TO BEAM
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A 3/16
__7T —3/16
1/4" STEEL BEARING PLATE-/ '-1/2" THREADED ROD WITH
HILTI HIT -ICE MIN. 5"
EMBEDMENT
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2 SCALE: N.T.S.
(Damu���
n n <'�)
sl
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SCALE: 3/16" = V-10"
NOTE: ALL FLAT CEILINGS
NOTE: ALL WALLS SHOWN
ON LAYOUT ARE BEARING.
BEARING ELEVATIONS
10.81,
EXISTING WALL
HGT.. �G WALL
10.81,
EXISTING WALL
HGT.. 17TTTTTT�
10'8" WALL HGT.
DEL. 2X LEDGER
14'0" TOP of FLOOR
30" DEEP 2X4 FLR. TRUSSES
@ 16"O/C SPACING
11'6" CLG
TYPICAL END DETAIL - lst FLOOR
VERIFY
WALL HGT.
& CEILING HEIGHT
Fa FIRST FLOOR.
* = SINGLE LEDGER REQ.BY BLDR. TOP @ 137'
(SEE S4)
** = DOUBLE 2X LEDGER REQUIRED
BY BUILDER, TOP @ 178-1/2" (SEE S4)
+= PLUMBING CHASE TO
BE VERIFIED IN FIELD
BEFORE SETTING
TRUSSES.
FLOOR
TRUSS
LOADS:
TCLL =
8OPSF
TCDL =
15PSF
BCDL =
5PSF
ALL DETAILS ON THIS
PAGE ARE NEW
I&
' OUIRED 8y HUD IN,�'PEC70FS THAT
w/Ay 2E NECF_�,-'zJMpy 1�%i 0IM3
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THESE DRAWINGS CONTAI
ARCHITECTURAL SYMBOLE
USED FOR GRAPHIC
PURPOSES ONLY. SIZE
LOCATION MAY VARY TO
MEET MANUFACTURER'S
SPECIFICATIONS.
DO NOT SCALE DRAWING
ANY QUESTIONS ABOUT
DIMENSIONS, CONTACT
DESIGNER.
z
0
IL
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START DATE: 10.14.1
NO.REVISION/ISSUE
DAT
1ST —REVISION
05,23.
2ND—REVISION
3RD—REVISION
CLIENT:
A-1 TRUSS COMPAN
4451 ST LUCIE BLVD,
FT. PIERCE, FL
_119�
2673
S2
ANCHOR SCHEDULE
ACTUAL USE STAINLESS STEEL OR TRIPLE ZINC CONNECTORS FOR PRESSURE TREATED
UPUFT 400# LUMBER (NON CCA BASED) FOR CORROSIVE PROTECTION, AND FOLLOW
REQUIREI RECOMMENDATIONS OF THE PRESERVATIVE WOOD TREATER FOR USE OF
ANCHOR CONNECTORS IN CONTACT WITH THEIR BRAND OF TREATED WOOD PRODUCTS.
CONNECTION
NO. OF
NO. OF
NAILS/
LAT. CAP. (TO TRUSS)
UPUFT
REMARKS
MARK
TYPE
IDENTIFICATION
CONN'S.
SCREWS
�Fl F2
(160%)
0
TO CONIC.
USP HTA24
64
(10)
1 Odxl 1/2
590 lbs.
F
660 lbs.
1615 lbs.
(1) TD7 EACH SIDE NTH ABOVE AND
(D
TO WOOD
TD7(BOTH SIDES)
4.
7/8 DIA.
10510 Ibs.
BELOW TOP PLATE. THREADED ROD TO
RUN THROUGH TOP PLATE (SEE DETAIL)
BOLTS EACI-
EACH
TO CONIC.
TD7(BOTH SIDES)
2
7/8 DIA.
10510 lbs.
EACH
(1) TD7 EACH SIDE ANCHORED TO CMU
RnITR FAr.HI
NTH 1 1/8- ANCHOR BOLT (SEE DETAIL)
(24)
1530 lbs.
TO WOOD
USP HTW20
1
lOclxl 1/2
SEE
SEE
TO COL.
RED IRON
2
DETAIL
DETAIL
TO CONC.
USP RFUS
4
(12)
WS6
5500 lbs.
(12) WS6 SCREWS INTO TRUSS
(4 3 4 " THROUGH BOLTS TO CMU WALL
(S EE DETAIL)
HANGER SCHEDULE
CONNECTION
NO. OF
NO. OF
GRAVITY
UPLIFT
REMARKS
MARK
TYPE
IDENTIFICATION
CONN'S.
(100%)
(125%)
(160%)
TO GRDR
USP MUS28
12 (8)
1710 lbs.
2140 lbs.
1230 lbs.
(8) 10d NAILS INTO BOTH TRUSS
HANGER
10d
AND GIRDER
TO GRDR
USP THD28
10 (16)
4115 lbs.
4485 lbs.
2330 lbs.
(16) 10d NAILS INTO TRUSS (28)
HANGER
10d
16d NAILS INTO GIRDER
T
TO GRDR
USP THD28-2
6 (16)
4310 lbs.
5005 lbs.
2595 lbs.
(16) 10d NAILS INTO TRUSS (28)
HANGER
10d
16d NAILS INTO GIRDER
0
TO CONC.
RED IRON
SEE DETAIL
SEE DETAIL
HANGER
GIRDER TO WOOD COL.
TD7 EACH SIDE OF
GIRDER AND EACH SIDE
OF STUD PACK
TD7 THROUGH 13OLTED
TO EACH OTHER WITH
718" DIA. BOLT
SCALE: N. I S.
GIRDER
ROD
STUD PACK IN FRAMED WALL
BRACED AT 4'0,C�
GIRDER TO STEEL COL.
_
A02G
(10) 3/4" BOLTS THROUGH BOLTED
THROUGH SEAT AND GIRDERS
1/4" STL SEAT FABRICATED WITH 1/4pp
WELDS
(10)718" HOLES FOR (10) 3/4" BOLTS
1W STIL FLANGE STIFFENER PLATE
WELDED TO SEAT AND COL.
STEEL
A02G
TD7 EACH SIDE OF
GIRDER WITH STB28
ANCHOR BOLT
TD7 THROUGH BOLTED
TO EACH OTHER WITH
718"DIA, BOLT
BOND BEAM OR GROUT
FILLED CMU WALL
0 0
L
SCALE: N. S.
_A0lG GIRDER
�A'l STL SEAT FABRICATED WITH 1/4"
WELDS
114" STL FLANGE STIFFENER PLATE
WELDED TO SEAT AND COL.
`STEEL COL.
SIDE STEEL
GIRDER TO CMU WALL
TD7 EACH SIDE
GIRDER WITH STE
ANCHOREK
TD7 THROUGH BOLT
TO EACH OTHER WI
7/8" DIA, BIC
SCALE: N.T.S.
FILLED CMU WALL
GIRDER
TD7 EACH SIDE OF
GIRDER AND EACH SIDE
OF STUD PACK.
TD7 THROUGH BOLTED
TO EACH OTHER WITH
7WDIA. BOLT
-STUD PACK IN FRAMED WALL
BRACED AT 4'0.C.
10) 314" BOLTS THROUGH BOLTED
___Tl
HROUGH SEAT AND GIRDERS
_--1/4pr STL SEAT FABRICATED
WITH 1W WELDS
PLATE
114" STL FLANGE STIFFENER
WELDED TO SEAT AND COL.
STEELCOL
STIL SEAT FABRICATED
H 1/4" WELDS
5- 8 3/16,
ARAPET
F-
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WALL TO FG01 TO CMU
STUD PACK IN FRAMED WALL
BMCEDAT4'0.C.
KHSA3 BOTH SIDES THROUGH
BOLTED WITH 3/4" DIA. A307 BOLTS
13FUS ATTACHED TO FA
GIRDER THROUGH BOLT R
WITH 3/4" DIA. THROUGH )BOL S
EXISTING BOND BEAM OR
GROUT FILLED CMU WALL
SCALE: N.T.S.
STUD PACK IN FRAMED WALL
BRACED AT 4'0 C.
RFUS ATTACHED TO EACW
GIRDER THROUGH BOLTED
WITH 3/4" DIA. THROUGH BOLTS
EXISTING BOND BEAM OR
GROUT FILLED CMU WALL
33
8" CANTILEVER - 4'6" HEEL SLOPED UP @.25/12 PITCH
z
C) ci u u
19,
u 5 �ul �u! �5 "5
SCAB 2X8 TO SIDE
TO CREATE PARAPET.
(TYP. ALL 4 CORNERS)
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III
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SCAB 2X8 TO SIDE
TO CREATE PARAPET.
(TYP. ALL 4 CORNERS)
KHSA3 BOTH SIDES THROUGH
BOLTED WITH 314'DIA. A307 BOLTS
CONNECTING EACH FLOOR GIRDEF
TO STUD PACK
CONNECTED TO TRUSS
WITH (12) WS6 SCREWS
PER RFUS (SEE USP
CATALOG)
Ioul 7 51 5 5 5 u u 5 5 5 5 5 5 5 5 5 5 b U d d b d b 5 If t 5 u u
8" CANTILEVER - 4'6" HEEL SLOPED UP @.25/12 PITCH
62r 011
863
GIRDER TO CMU WALL
EXISTING BOND BEAM OR
GROUT FILLED CMU WALL
4
EXISTING BOND BEAM-/ 1
OR GROUT FILLED CMU
WALL
A.
4
SIDE
%'p STIL. PLATEJ
TOP
%P'DIA. HOLES FOR
%'p THROUGH BOLT
STL PLATE
SCALE: N.T.S.
%" DIA. HILTI "HAS SUPER'
THREADED ROD WITH HIT -ICE
ADHESIVE MIN 5" EMBEDMENT
PLATE
U.N.O.
PLATE
FRONT
IA. HOLES FOR
kNCHORS (TYP
PLATE
UNO.
6502
2/S3
65032
S
!2/S3
START AT RAIL WALL CENTER LINE W/ FIRST
STUD & WORK OUT FROM THERE AT 6"o.c.,
BITH DIRECTIONS. STUDS NEED TO BE
IN -LINE BOTTOM & TOP OF WALL. USE
PLUMB BOB OR LASER FOR ALIGNMENT
0
b
Fl El El [Fl El F
. . . .
. . . .
0
. . . . . .
Do
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. . . . . . . . . .
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. . . . . . . . . . . .
0
. . . . . . . . . . . .
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20
. . . . . . . . . . .
. . . . . . . . . .
z I
0
. . . . . . . . . . . .
FU ILL WIDTH- PLYWD
of
23 >:
OF'RAILWALL
0 z
. . . . . . . . . . . .
0 0
. . . . . . .
. . . . . . . . .
Q
LIFT RAIL WALL
SEE LIFT SHOP DRWGS N. T. S.
ANCHOR CONNECTOR
#4. SEE SCHEDULE
THIS PAGE
(5P JOIST
,018..
_Ej
TI�
P
WALLI$I
DOUBLE TOP PLATE.
—NO UPLIFT ON 1STFLOOR
WALLS SUPPORTING
INTERIOR 2ND FLOOR
2x4 OR 2x6 STUDS
YO.C.
3" TAPCONS @ 16"o.c.
)ILL PLATE TO SLAB
0. Orr
TOI5SLAI3 '11II-1
FRAMED BEARING WALL
SCALE: 1" V-0"
EXISTING ONE STORY
BUILDING BELOW
ALL DETAILS ON THIS
PAGE ARE NEW
EXISTING ONE STORY
BUILDING BELOW
ROOF FRAMING PLAN
TRUSS CONNECTOR NOTES:
1 ALL TRUSS TO TRUSS CONNECTIONS BY TRUSS MANUFACTURER & TO BE HOT DIPPED GALV. w/ H.D.G. FASTENERS AS WELL.
2. ALL TRILSS/RAFTER TO MASONRY OR CONCRETE TIE BEAM TO BE USP HTA24, W/(10) 10d X 1-1/2"
MAX UPLIFT: 1615lbs. TO BE HOT DIPPED GAILY. w/ H.D.G. FASTENERS AS WELL.
3. ALL TRUSS/RAFTER/LEDGERS TO WOOD HEADER/TOP PLATES TO BE USP HTW20 W/(24) 10d X 1-1/2"
MAX UPLIFT: 1530lbs. TO BE HOT DIPPED GAILY. W/ H.D.G. FASTENERS AS WELL.
4. ALL APPLIED TRUSS LOADS ARE ASSUMED BELOW 1810 lbs, UNINTIL ARCHITECT OF RECORD HAS REVIEWED TRUSS SHOP DRAWINGS.
5. D 0 NOT COMMENCE ROOF TRUSS PLACEMENT UNTIL ARCHITECT OF RECORD HAS R17-VIEWED TRUSS SHOP DRAWINGS & CUT SHEET
REACTIONS.
PLI *1 ALL PROP
THKE r ANS ANi) I CM WOM
A R ra S U 0 JE C T ", 0 A N Y C 0 re R 7L 0 _�! 0 N 3
RECUIRED BY FIELDINSPECTOPS THAT
MAY EE NF005SAXY IN OfiD0 7 10
C�'
'41 & PLY W! 7 N ALLAPPPUCASLE COOES.
&
lrEcn
nty
72)631-5709 AA2600257
THESE DRAWINGS CONTAII
ARCHITECTURAL SYMBOLS
USED FOR GRAPHIC
PURPOSES ONLY. SIZE A
LOCATION MAY VARY TO
MEET MANUFACTURER'S
SPECIFICATIONS.
DO NOT SCALE DRAWINGE
DIMENSIONS, CONTACT
DESIGNER.
x
Lu
Q) 0
cl
START DATE: 10.14.1
NO.REVISION/ISSUEJ
DATE
��S
1ST —REVISION
05.23.1
2ND—REVISION
fRD—REVISION
CLIENT:
A-1 TRUSS COMPAN'
4451 ST LUCIE BLVD,
FT. PIERCE, FL
Raymond Chladny
Licensed AmhItea #AA-26002573
S3
101-81,
TOP I�G.
10'-0"
F IN. L:—G
0. - oll
TiIP I A Pt-
44,
19/32" CDX ROOF SHEATHING w/ 8d
RING NAILS @ 4"O.C. FIELD & EDGE
TO ROOF TRUSSES w/ WATER
PROOF ROOF MEMBRANE. SEE
PRODUCT APPROVAL FOR TYPE.
PAPER BACKED
R- 19 BATT
INSULATION
NEW ACOUSTIC CEILING TILES -`
NEW VINYL BASE MOLDING
3/4" PLYWOOD TO JOISTS W/
CONTIN. BEAD ADHESIVE & 2.25"
WD SCREWS @ 8"o.c. TO ALL
JOISTS & LEDGERS
NEW FLOOR JOIST.
SEE SHOP DRAWINGS.
13'_2"
li-T-6i:5-juls-T
(-r�EXISTING CMU WALL —
SCALE: 1" = l'-O"
1/2" FIN. GYP. BRD OVER PTlx2
STRAPPING w/ R4.1 FOIL
BACKE INSULATION
5/8"x5" WEDGE BOLTS @ 24"o.c.
& 8" FROM CORNERS THRU
PT2x6 EDGE NAILER
131-2" A_-�
TOP JOIST-)w
a
PRE -FIN. MTL CAP FLASHING
TO DRAIN ONTO ROOF
NEW 2x4 @ 24"o.c. FRAMED GABLE
WALL FASTENED TOP & BOTTOM w/
HOR. 2x4 BACK (3) TRUSSES @
EACH STUD. (2) 16d GUN NAILS AT
EACH CONNECTION
PRE-ENG'D WOOD TRUSSES
15/32" CDX PLYWD w/ 8d RING
,—NAILS @4"o.c. FIELD& EDGE TO
9" 2x4 FRAMED GABLE
I
_-A PRE -FIN. MTL SIDING w/ DRIP FLASHING
oll
24'-
ur "r' MSTA24 STRAP W/ (18)1 Od FROM OVER
TOP BOT CORD TO EACH STUD
23'-3- ji,
C�L
11 FIN- __ G
NEW 2x6 @ 24" o.c. FRAMED
EXTERIOR WALL wl R-19
0 BATT INSULATION
- 11
0 NEW STUCCO & STUCCO STOP TOP
OF ROOF FLASHING, MIN. 6" UP WALL
MSTA24 STRAP w/ (18)1 Od FROM U/S TOP
CORD GIRDER TO EACH STUD
NEW ROOF OVER
-�-NEWTRUSSES
ft�
a_
Lli
Ld
0
NEW GIRDER TRUSS.
of
SEE SHOP DRAWINGS.
CUT BACK EXISTING
OVERHANG SO
TRUSSES WILL BUCKET
SNUG TO NEW GIRDER
NEW FLOOR JOIST.
SEE SHOP DRAWINGS.
CUTOUT CMU WALL C/w
BOND BEAM PER PLAN—////
NEW #5xl 2" HOR. w/ EPDXY
ANCHOR, 5" INTO EXISTING
FTG @ 32"o.c.
NEW 4" THICK SLAB w/
THICKENED EDGE. SEE
FOUNDATION DRAWINGS
EXISTING OR�
CONNECT
CUT FROM B.BM
PROVIDE TEMP
SHORING HERE
NEW TRUSS BUCKET. SEE
SHOP DRAWINGS FOR TRUSS
TO GIRDER HANGERS
NEW T-GRID TO PICKUP
EXISTING SIDE OF CEILING &
JOIN w/ NEW
EXISTING ROOF
TO REMAIN
MST12 w/
(14)1 Odxl.5" TH RU
-SLOT IN SHEATHING
TO EACH TRUSS
BELOW
10.41
TOP BR -CH
10101,
TIN. RG
o'-o" ' A-
TO� SLABqP_
I rd
4.
did
> //X UNDISTURBED,
TERMITE TREATED SOIL
CLIT OUT CMU WALL
SCALE: 1 if = 1 1-011
INFILL 8" CMIJ
!EXISTING FILLED CONCRETE
LINTEL
REMOVE EXISTING WINDOW &
FRAME & INFILL w/ 8" CMU
EXISTING FILLED VERTICAL
CELLS & #5 STEEL DOWEL
EACH SIDE OF EXISTING
OPENING.
#5 VERTICAL DOWELS INSIDE
FILLED CELLS w/ 4" EMBED
EACH END w/ EPDXY ANCHOR
TYP. MAX. 48"o.c.
EXISTING ENTRY DOOR
REMOVAL & INFILL SIMILAR
APPLY PTlx2 STRAPPING
@ 24"o.c., INSUL & 1/2"
FINISHED GYPSUM BRD.
PAINT WALL TO MATCH.
WAR
EXIST'G CHIP EXISTING
FINISHED CBS WALL. STUCCO BACK FOR
WALL PLAN -SECTION BETTER SEAM
TYP. CMU INFILL
SCALE: 1/2" = l'-O"
19/32" CDX ROOF SHEATHING w/ 8d RING
NAILS @ 4"O.C. FIELD & EDGE TO ROOF
TRUSSES w/ WATER PROOF ROOF MEMBRANE.
PRE -FIN. MTL FLASHING LAPPED SEE PRODUCT PPROVAL FOR TYPE.
UNDER ROOF MEMBRANE
FOAM CLOSURE ALONG TOP
PRE-ENG'D WOOD TRUSSES
15/32" CDX PLYWD w/ 8d RING
NAILS @ 4"o.c. FIELD & EDGE TO —SEE CONNECTOR
2x4 FRAMED GABLE SCHEDULE
PRE -FIN. MTL SIDING V7-7:
10'-8" J4
PRE -FIN. MTL SIDING w/ DRIP-,---' —T-0 PB R d_.H E I G H T Wr-'
FLASHING 101-01, J4
FIN. CLG'qV
3/4" PLYWOOD TO JOISTS W/
CONTIN. BEAD ADHESIVE & 2.25"
WD SCREWS @ 8"o.c. TO ALL
JOISTS & LEDGERS
TIIIES,': rLVfS AND AlU. PROKOKM V�ICFK
REQUIRED BY FF'�LD ITISPECTOPG RAT
HeNY BE NECESSARY I.N OFIDF-11 '10
C011114PLY VI!7L! sLl L APFUCN:lL CC@ES.
NEW FLOOR JOIST.
SEE SHOP DRAWINGS.
HTS20 W/(24) 1 OD X 1-1 /2"
TWIST STRAP EACH FLOOR
JOIST TO LEDGER FOR
LATERAL STABILITY
(2)PT2xl 2 LEDGER w/
5/8"x8" WEDGE BOLTS w/-
2"DIA WASHER
STAGGERED 0) 24"o.c.
1/2" FIN. GYP. BRD OVER PTlx2
STRAPPING w/ R4.1 FOIL
BACKE INSULATION
131-2" 0111L
TOP JOIST-)w
10'-8" 111k
TOPLDGR�-F
101-01,
FIN. CLG
if, RECESSED SLAB WATER
NTIRE CMU PERIMETER
01-01,
TO�SDA—B—V
CUT OUT CMU WALL
A#w'mMA-1 ROOF
=TRU§rsE§
ARCHITEC
IS &'
n nv
THESE DRAWINGS CONTAIN
ARCHITECTURAL SYMBOLS
USED FOR GRAPHIC
PURPOSES ONLY. SIZE ANI
LOCATION MAY VARY TO
MEET MANUFACTURER'S
SPECIFICATIONS.
DO NOT SCALE DRAWINGS.
ANY QUESTIONS ABOUT
DIMENSIONS, CONTACT
DESIGNER.
z
cn
z
4
no
x
z
j
D
=1
START DATE: 10. 14.1 t
NO.IREVISION/ISSUEJ
DATE
1ST-REMSION
2ND-REVISION
3RD-REVISION
CLIENT:
A-1 TRUSS COMPAN-Y
4451 ST LUCIE BLVD,
FT. PIERCE, FL
UCENSE NO.
AA26002573
do
TYP. FLOOR
PARALLEL TO BLK. WALL
SCALE: 1/2" - l'-O"
SCALE: 1 " = l'-O"
S4
PANELLD
NEW PANEL
120/208V, 3PH, 4W LOAD CENTER ITE -OR -G.E. -OR- 8Q. D"
SERVES LOAD kV/A SERVES
200 AMP
22,000, M.L.O.
RECESS MOUNTED
42 CIRCUITS
LOCATION:
CIRC.
WIRE
COND.
BKR.
BKR.
COND
WIRE
CIRC.
AO
BO
CO
1
6
1
3
60
AHU #1
3.3/3.3
---
---
AHU #2
3
60
1
6
2
3
::�:]x
---
3.3/3.31
---
4
5
---
---
3.3/3.3
6
7
8
3/4
50
CONDENSER #1
2.2/2.2
---
CONDENSER #2
50
3/4
8
8
9
1
___
---
1 10
11
---
-2.2/2.2
---
2.2/2.2
12
13
8
3/4
1 2 ,,-WATER
40
HEATER
2.2/5.5
---
---
LIGHTS SUBPANEL LDa
1
6
14
15
---
2.2/5.5
---
_,,�60
16
17
12
3/4
20
OUTLETSA l 10
---
---
1.0/1.0
OUTLETS:1 11,112
20
3/4
12
18
19
12
3/4
20
OUTLETS: 115,116,117
1-0/1.0
OUTLETS:SERVICE & HALL
20
3/4
12
20
21
12
3/4
20
OUTLETS: RECEPTION
---
1.0/1.01
---
OUTLETS: RECEPTION
20
3/4
1 12
22
23
12
3/4
20
OUTLETS: 118,119,120
---
---
1-0/1-0
OUTLETS:RM 107,121
20
3/4
12
24
25
12
3/4
20
OUTLETS:RM 122
10/10
---
---
OUTLETS:RM 123
20
3/4
12
2
26
27
12
3/4
20
OUTLETS:RM 123
---
1.0/1.0
---
REST RM 1TT,-fiT_
20
3/4
12
28
29
12
3/4
20
JUNC.BOX AREA 202
---
---
1-0/1-0
JUNC.BOX AREA 202
20
3/4
12
30
31
12
3/4
20
JUNC.BOXAREA204
1-0/1-0
JUNC.BOX AREA 203
20
3/4
12
1
32
33
12
3/4
20
JUNC.BOXAREA2103
---
1.0/1.2
---
LIFT MACHINE RM
3/4
12
34
35
12
3/4
20
DRINKING FOUNTAIN
---
1 ---
1 0.3/1.2
IZ30
3/4
12
1
6
37
12
3/4
20
OUTLETS CONF.RM 201
i.o/1.2
-38
1 39
12
3/4
20
PUTLETS CONF.
20
40
1 41
12
314
20
1 . LIFT CABIN
---
---
10.3/1.21
42
TOTAL LOAD: 9.5+9.7+9.5+13.2+6.9+8.7=57.5/ 0.36 = 159.7 A
AHU HEATING LOAD GOVERNS OVER CONDENSER LOADS
ELECTRICAL SYMBOL LEGEND
SWITCH
t
THERMOSTAT
LIGHT FIXTURE
t3
WIRE
SURFACE I
3-WAY SWITCH
DIRECT
LIGHT FIXTURE
DIMMER SWITCH
tD
PHONE
PH
CLGMNTPENANT
0�/
11 OV OUTLET
(P
CABLE
RECESSED LIGHT
GFI OUTLET
(P
SMOKE DETECTOR
(P
GFI
MINI RECESSED LED
EXHAUSTFAN
r9
WP GFI OUTLET
WP (I
OR
FLUOR. LITE
N
FLOOD LIGHT
rZ
QUAD OUTLET
o
2'x2'DROP-IN
PHOTOCELL WITCH
HOUSE'EXTERIOR LICHT.
ALARM PAD
r____1
EMERGENCY
FLOOD LIGHT W/
BATTERY BACK-UP
PANEL
CEIL'G FLUSH I
DUPLEX RECEPT.
@)
METER
Fj�I
A/C DISCONNECT
FLUORESCENT
EXIT LIT SIGN
BATTERY BACK-UP
LIGHT
WALL I MOTION
SPEAKER
SENSOR SWITCH
LIGHT FIXTURE
JUNCTION BOX
WALL MOUNTED
EXIT & EMERG.
FLOOD LIGHT W/
ItFIRE EXTINGUISHERS:
LIFT DISCONNECT
BATTERY BACK-UP
2A-10BC
[XI : CIRCUIT NUMBER
P_X: PANEL DESIGNATION
SUPPLEMENTARY ELECTRICAL NOTES:
2. ALL WORK TO NEC 2011 & REQUIREMENTS OF FPL;
3. ALL RESTIRM EXHAUST FANS TO BE ON TIMER SWITCHES, 30 MIN. MAX.
4. ENSURE MIN. 36" CLEAR BETWEEN EQUIPMENT & DISCONNECTS, TYPICAL.
5. LOW VOLTAGE SYSTEMS, PHONE AND CABLE REQUIRE A SEPARATE PERMIT, BY OTHERS..
6. TIE INTO EXISTING TELEPHONE TERMINAL BOARD FOR NEW;
7, PROVIDE NEW EXTERIOR TELEPHONE CONTROL BOX W/ (2) 1" EACH CONDUITS TO
PHONE BOARD, (1) FOR PHONE & (1) FOR CABLE. COORDINATE w/ OWNER.
8. ALL CONDUCTORS TO BE COPPER; ALL INSULATION TO BE THHN;
CONDUIT AS FOLLOWS: PVC BELOW GROUND; RIGID FROM U/G TO SERVICE;
BOX FOR EXTERIOR LITES ON BUILDING; AC, MC OR EMT CONDUIT ELSEWHERE.
9. PANEL TO HAVE A MAIN CIRCUIT BREAKER AT METER PACK, PER NEC 23l
10. ALL NEW LIGHT FIXTURES TO BE ON SENSOR SWITCHES AS INDICATED.
11. ALL FIXTURES ARE AT STANDARD HEIGHTS UNLESS NOTED OTHERWISE:
12. ALL LAMPS TO BE LED AS NEAR TO FULL SPECTRUM ILLUMINATION AS POSSIBLE;
13. COMPUTER NETWORK ETHERNET HUB & PATCH PANEL FOR ALL DATA SOCKETS TO
BE CENTRALIZED. COMPUTER NETWORK DESIGN & INSTALL BY LICENSED & QUALIFIED CONTRACTOR.
LOCATIONS SHOWN ARE APPROX. CONFIRM EXACT LOCATIONS wl OWNER. KEEP ALL DATA CABLES
CLEAR OF POWER LINES.
14. ENSURE ALL DATA, PHONE & OTHER CABLES ARE CONCEALED INSIDE WALLS OR CEILINGS.
15. ELECTRICIAN TO SHOW ALL CIRCUITS FOR ALL PANELS w/ LEGENDS LABELED TO REFLECT ROOM
NAMES AND DESIGNATIONS;
16. ALL OUTLETS & LIGHTS IN EXISTING BUILDING TO REMAIN ON CIRCUITS FOR EXISTING BUILDING;
17. ALL FIRE-EXSTINGUISHERS ARE TO BE RECESSED LOCATIONS AS INDICATED;
18. PROVIDE SURGE PROTECTION AT PANEL & BY OWNER FOR ANY SENSITIVE EQUIPMENT;
19. CHECK wi DATA SPECIALIST RE ANY SPECIAL CONNECTION REQUIREMENTS FOR IT ROOM(S);
20. SUB -PANEL FOR 2ND FLOOR CEILING JUNCTION BOXES AND LIGHTS ONLY
F
w
0
0
z
z
ULI
L
LIGHTING PANEL
NEW
SUB - PANEL LDa
80AI M.L.O.
10,000 A.I.C.
RECESSED MOUNTED
LOCATION:
120/24OV, IPH, 3W
LOAD CENTER ITE -OR -G,E. -OR- 8Q. U'
CIRC.
WIRE
COND.
BKR.
SERVES
LOAD V/A
SERVES
BKR.
COND.
WIRE
CIRC.
1
AO
130
1
12
3/4
20
LITES RMS 108-112
1000
1000
_L__
ITES RMS 118-122
20
3/4
12
2
3
12
3/4
20
LITES RMS 105&123
1000
1000
LITESRMS115-117
20
3/4
12
4
5
12
3/4
20
LITES CONF.RM 201
1000
10OF
LITES RMS 1-22
20
3/4
12
6
7
12
3/4
20
EMERG. LITES & EXITS
400
500
REST RM 205,206
20
3/4
12
8
9
12
3/4
20
JUNC.BOX CEILING
1000
1000
1 PENDANT LITES FOYER
20
3/4
12
10
11
12
3/4
20
JUNC.BOX CEILING
1000
1000
JUNC.BOX CEILING
20
3/4
12
12
13
SPARE
SPARE
14
15
SPARE
SPARE
16
SPARE
SPARE
18
19
SPARE
SPARE
20
21
SPARE
SPARE
22
23
SPARE
SPARE
24
TOTAL LOAD: 5400+5500=10,900 / 240 = 45.4 A
#2 A/C
U IT
FOWP
rwitth, , %%.
EVP 41FICE
1110
CONDENSER LINES
& SLEEVE LINDER____4�
SLAB &UP INSIDE
WALL TO 2ND LEVEL
7
[1-71
CONTROLLER
JiE
CONFERENCE -//-
ROOM
F1_0 8- 1 179
0
i- Fl-027
FROM MAIN
�SCHEDULE
7)TRANSFORMER
SERVICE &
r"""""""""�NEW 2.5.. 80
<120' TOTAL
CONDUIT W/ (4) 3/0 CU
CONDUCTOR RUN
W/ #6 GRND
WATER RM
3" SANI
METER
@
CLEANOUT
ELECTRIC
.
. . . . . . . . . . . . . . . .
. .
. . . . . . . . .
. . . . . . . . .
. . . . . . . . . . . . . . .
.
. . . . . . . . . .
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.
METER
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.
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04�611
0 F��l C'E
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . .
Fi 5
....................... ......... ...............
[1-81
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
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024
. . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . .
NEW BOA; 24 CIRC. . . . . . . . . . . . . . .
i
riO6]
SUB -.PANEL: LI)a
CONDEI LINES &
SLEEVE UNDER SLAB & UP
I
I I
NEW 200A, 42 . . . . . . . . . . . . .
CIRC.. PANEL: LD
INSIDE WALL TO 2ND I
. . . . . . . . . . . . . . . . . . . . . . .
-Fig
r:::�E797
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
52-n] - - . . . . . . . . . . . . . . . . . . . . . . I I 1� - - 1, , , ,
LIDO -
191 OFFICE 1311 OFFICE
F
F1 91 El�] F, 1
LIF F 9
MACH. OFFICE
20
LLI I
_j
RM
0
F1 91
L
Fl-03
H,
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SEE UFT---�
SHOP DRWGS
WTI
>
FOR POWER
& LIGHTING
ELEVATOR,
SERVICE
ZI I
REQUIRE
RECEPT. &
rl�l
LLj
F-
z
LIGHT
01
w
FOYER
01
0
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TO LIGHTS
ABOVE
F21
N
ui
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z
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04
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23
CONF ENCE
DESIGN
F231
RO 023
F231
MANAGER
iikl
273
7
i
er
I F2 31
F3
Fl-207
DESIGN
[forl 4
114
2
F2_41
F1 057
F9%
OPEN WORK AREAS
F7 1-1 010
F2_61
.. . . . . . . . . . . . . .
RECESSED
FLOOR MNT,
..... E2�01 11 * . .
. . . . . . 9 . . . . LC
FUTURE To]
CONFERENCE 0
�LC ROOM
LC F2O]
I� <_� - F____
OPEN WORK AREAS `@` OPEN WORK AREA
S:
;9 0 N-A
I ra
u LC LI
. . . . LC & F161
. . . . . 176
LC-
M(A . . . LCM
Rd LC__ R-61. '. M16
LC LC
. . . . . . F1 6] @�"LC . . . . .
LC. . . . . .
. . . . . PANELS *
. . . . . . . . . . . . . . . . .
'-r-F-FT - OT JLCa LC. . .
Fo8l. LC .7270E.
LCa . . . F0810 POT
. . . . . . . LCa,__) - 'T
......... ... F271
.FUTURE . . . . . . . (I . . .
Copy . . . . . . . . DESIGN.
ROOM . . . . . * , ASSIST:
. . . MANAGER
......... ..........
LCa . . . . . . . LC
27L C
kc
JWI F" :1
AR�.60JECT TO ANY CQFKC�V!3 . . . . .
REQUIRED 6Y HUD IIIISPECTOFS THAT.
C0NAPLY W17.4,UL A.PF L:1-:4',71 MOE& . . .
. . . . . . . . . . . . .
LC
. . . . . . . . . . . . .
. . . . LC [279 [29 rLC
F2_71
LC
. . . . LCLZI
ESTIMATIN(
MANAGER
LC
STORAGE
Men X
Women
.J I F�_
VICRO . . .
E
. . . BREAKRM
LCa
I p.p N In
Fl. LCa
LC F3_51
'F�Lca
LC LC LC . . . . . . . . . . . . . . L . . . . IT . . . . .
F291-+-* . . . . . . . . . . . . . . .
F291 29* IT
EXISTING BUILDING UP �PESIGN ASSIST. . .. . . . . . F F331LC . . . . . . . . . . .
OFFICE'
mANA
....... . . . . . PER . . . . .. . . . . . . . . . . . . .
[3 'V
LC. . . . -LC 33] .93 J� . . . . . . . .
F F f
2791 F2_91 OF LC. E E
F Lc�55
i it-J
=� . . . . . . . . . . . .
50'-0" EXISTING BUILDING
1st FLOOR POWER PLAN
ALL FIXTURES ARE NEW ON ADDITION & EXISTING SIDE THOSE W/'E'ON ARE EXISTING SCALE: 3/16" = V-011
(772)631-5709 AA-)6oO25-'
THESE DRAWINGS CONTAIN
USED FOR GRAPHIC
PURPOSES ONLY. SIZE AE
LOCATION MAY VARY TO
MEET MANUFACTURER'S
SPECIFICATIONS.
DO NOT SCALE DRAWINGS.
ANY QUESTIONS ABOUT
DIMENSIONS, CONTACT
DESIGNER.
z
Lu
START DATE: 10.14.15
NO.REVISION/ISSUE DATE
1ST -REVISION
2ND-REVISION
3RD-REVISION
CLIENT:
A-1 TRUSS COMPANY
4451 ST LUCIE BLVD,
FT. PIERCE, FL
MICENSE NO.
AA26002573
E 1
PANELLC
EXISTING PANEL
150 AMP
22,000, M.L.O.
RECESS MOUNTED
42 CIRCUITS
LOCATION:
120/208V, 3PH, 4W
LOAD CENTER ITE -OR -G.E. -OR- 8Q. "ID"
CIRC.
WIRE
COND.
BKR.
SERVES
LOAD kV/A
SERVES
BKR.
COND
WIRE
CIRC.
AO
Bo
C 0
1
6
1
60
AHU #1
3.3/1.0
---
---
RECEPTACLES
1
6
2
3
---
3.3/2.3
---
CONDENSER#1
2
50
3/4
8
4
5
8
/4
2
j 50
CONDENSER#2
---
2.3/2.3
6
7
2.3/1.0
---
---
RECEPTACLES
20
3/4
12
8
9
12
3/4
20
LIGHTING
---
OS/1.0
---
RFCFPTACLES
20
3/4
12
10 1
11
12
3/4
20
LIGHTING
---
---
0.8/0.3
WATER COOLER
20
3/4
12
12
13
12
3/4
20
RECEPTACLES
1.0/1.0
---
---
RECEPTACLES FLOOR
20
3/4
12
14
15
12
1 3/4
20
RECEPTACLES
---
1.0/2.3
- ---
CONDENSER#3
"�50
16
17
12
3/4
20
RECEPTACLES
---
---
1.0/2.3
18
19
12
3/4
20
LIGHTING
0.8/2.3
---
---
CONDENSER #4
2
50
20
21
8
3/4
3��7
40
WATE R H EATE R
---
2.2/2,
---
22
23
---
---
2.2/1.0
RECEPTACLES
20
3/4
12
24
25
12
3/2F--M—COPIER
0.5/5.3
---
---
SUB -PANEL LCa
3
; 60
6
26
27
12
3/4
20
RECEPTACLES
---
1.0/5.3
---
28
29
12
3/4
20
RECEPTACLES
_f__
0/53
30
31
12
3/4
20
JUPS
0.3/3.3
---
---
AHU #2
60
3/4
12
32
33
12
3/4
20
RECEPTACLES
---
1.0/3.3
3/4
1 12
34
35
12
3/4
20
RECEPTACLES
---
---
1.0/3.3
AHU#3
2
60—
36
37
12
3/4
20
EXTERIOR LIGHTS
1.0/3.3
38
39
`
3,,30
LIFT STATION
1.5/3.3
AHU #4
40
41
1.5/3.3
_,,�60
- p
TOTAL LOAD: 7.9+14�9+10.8+12.9+7.5+13.2=44.4 / 0.36 = 123.3 A
fkkCHME FOOM
I ) 22)V zCAMP SIN �LE PHASE
FEED -�P'FUSFDDISC0NIjE�:T
RIP9II1RIP7,EKTfl, a POLE IS FOR
BATTER�' WJX. CONTACT
2: � 20V 15 AMP �_-CIKABLE
FU'�EL) DISCONNECT FOR
CAE LISHTING
I ELEPHOME � IME
4) Llr.mHl-I(�i Si,',ITCli 4tr� ori
47LCUR. 2 7UVE
LIC,HT_� �,%P TUQL PROTECTIQM
�LE FIRE
EXTNGUSHER VIM
7) 32- 11AIN W TH DOOF Ll Cj- F!F
�ELF LOCKIN3 h4RLIOTARE,
7HFE,LS-dC-LI), 1 1 �2 HR R471H(�
7YFI(�,�L MACHINE 700M
DU71 TA 5T ELEVATOR, INC.
t �2-4131-01D�50
LiFT ELECTRICAL INFO
N.T.S.
I
wl
>1
I
ol FOR-\
M� SIGN
<1 \Ci
F3_41
0�
Z�
<1
C)I
),I
of �
zi
Lu�
I
I
I
L — — — — —
SUB -PANEL
EXISTING
SUB - PANEL LCa
60A$ M.L.O.
10,000 A.I.C.
RECESSED MOUNTED
LOCATION:
120/208V, 3PH, 4W
LOAD CENTER ITE -OR -G.E. -OR- 8Q. D"
CIRC.
WIRE
COND.
BKR.
SERVES
LOAD kV/A
SERVES
BKR.
COND,
WIRE
CIRC.
AO
BO
CO
1
12
3/4
20/20
LIGHTING/LIGHTING
1.0/1.0
---
---
-11-GHTI—NG
20
3/4
12
2
3
12
3/4
15/15
LIGHTING/UPS
---
1-0/1-0
---
RECEPTACLES
20
3/4
12
4 1
5
12
3/4
20
LIGHTING
---
---
1.0/1.0
R_
ECEPTACLES
20
3/4
12
6
7
12
3/4
20
LIGHTING
1.0/1.0
---
---
RE—CEPTACLES
20
3/4
12
8
9
12
3/4
20
RECEPTACLES
1-0/1-0
---
RECEPTACLES
20
3/4
12
10
11
12
3/4
20
RECEPTACLES
---
11.0/10
RE��E_ PTACLES
20
314
12
12
13
12
3/4
20
RECEPT. KITCHEN
11.0/1.01
---
I ---
I RECEPT. KITCHEN
20
3/4
1 12
14
15
12
3/4
20
1 FRIDGE
1
11.2/1.01
---
I KITCHEN TV
20
3/4
1 12
16
MAIN BUILDING
TOTAL LOAD: 3.0+3.0+3.2+3.0+2.0+2.0=1 6.2kVA / 0.36 = 44.6 A
'N'INDICATES NEW CIRCUITS
EXISTING
EXISTING
METERING EXISTING FPUA
PAD MTD
TRANSFORMER
EXISTING
1200A MAIN
wl GFP TVSS
310 AWG CU. TO (3), 10' CU
CLAD GRIND ROD & COLD
METALLIC WATER PIPE,
CONCRETE ENCASED ELECTRODE
& BUILDING STEEL.
EXISTING (3) SETS
4"-4#600MCM CU
ELECT. R�SER DIAG.
ANEL:
/208V, 42 CIRC.
EL. SEE PLANS
LOCATION
LABELED MAIN �
DISCONNECT AT METER
PACK, PER NEC
230-70-A-1
NEW 2.5" SCHEDULE 80
CONDUIT w/ (4) 3/0 CU
w/ #6 GRIND
CONDUCTOR RUN, <120'
IN
N
J��
53-01
100cfm EXHAUST FAN TO EXTERIOR
w/ WEATHER CAP & INSECT
SCREEN. ALL (4) RESTROOMS
GYPSUM CEILING
ORANGE PEEL FINISH-7\
53 5 L7 F2_91 LH 2-91 �y LL
F2917, F
LDaF--
08]
L D'C
F2 072
AO B
iL
CEILING MOUNT JUNCTION BOXES
I 1 0 205
I ZL ------------------ 11--__7� ------------ Lill -----------------
CEILING MOUNT�
FO-7]T LDa JUNCTION BOXES
i F0_q LDa FO-91 L D a
IL ----- 1
S [0-81 L 0 #—J
ULD 0
IV WIN
F2 0-6 ]
- - - - - - - - - - - - - - LL �_l
F2W_
AHU #1 FOR 1ST I
F_
1,4- LEVEL ABOVE END GRID & ACT
MACHINE RM HERE FOR FUTURE
M NT UTILITY
LE GH NO
4RE
LIN H
a,
:LD
L III ----- ---- -- ----
170 R Hl
1\ i F3_31
0 1051: _`��m: Fod� ------
- --------- -------------- ------
N
1 ----- ILDId :LDa:
41
I Da Pi:
LDa: :LDa:
R FO-51
I'TO' SE
O�NSOR -31
---- ---- WE ------ --- -----
�R/P'5 LDa
C,
z FLOOR klNT
0
L_1 j 1, Da
L.---/ ---- ---- L ---- j ---- ----- 1 ---- 11
_j ----- -
Co
w
ct I / : _0 :LDa:
4 T I r --- T- CEILING-
L)
w w
w Fo5 MOUNT
_j LDaL_ - .... I ... JUNCTION
----- ---- -
XES
10
ILL :H
w 'FLUSH CEIILI�Z�' BO
R �2 — F31
NT:
---------- �T -------- ----- -0 ---------- --- ----
: L --- * -
U) LDa
Lu u - PR I LD�
I F2
r ---- I -----
> T ---- I— r I__T --- -----
0
0
----- -------
F2031
L
L---- I ---- ---- ----
110, :LDa:
LDa
07
--- L�L
I — ------ -�Dal
R �[1 0]
J.- ... .... -i --- L ---- il ----------------- - - - - - - - - - - f
LDa: r
L F321
,.,—END GRID & ACT
HERE FOR FUTURE
FA
L
L
--- ----- LDa F32�
I I L --------------- L -T I
m F12� LDa [0--71 ULDa CEILING MOUNT ---------------------
JUNCTION BOXES
2_��CEILING MOUNT JUNCTION BOXES--------M
------ - --------------------------------------------
- - - - - - - - - - - - - - - - - - T Fl- LDa I
LDa FUTURE FF. w/
[2-041 1 1
I I llr_�PROPOSED' WALL
F3 T F077"',
JI FEET]
(3)#6CU w/ #8 GRIN IN
-1" SCHD 80 CONDUIT
NEW 30A, 1-PH
120/24OV, 24 CIRC.
PANEL. SEE PLANS
FOR LOCATION
JUNCTION BOX FOR FUTURE OUTLETS
& (2) PAIR DATA
SUPPLY GRILL
MA RETURN GRILL
4HU#2 10 TON�
27"Dx5l"Wx62"H\
WALL MINT UTILTTY
LED LIGHT. NO
CEILING HERE
FILE
\COPY
50'-0" EXISTING EUILDING \ \�
ALL FIXTURES ARE NEW ON ADDITION & THOSE w/'N'ON EXISTING SIDE ARE NEW
ALL NEW LUMINAIRE CIRCUITS IN NEW ADDITION OFF CIRCUITS FROM SUB -PANEL LDa
2nd FLOOR LIGHTiNG & POWER PLAN
SCALE: 3/1611 = 1 1-011
THr8z %V,18 4,jr) 4LL
,.00S�o
. I' , , ItIlor
ARC SUOJE-CTTOAt4YCOF�,12r,'�',F�ti, i(
RE'QUIRED SY FI�LD p4SpEoyop
'S
VAY BE NEL�ffcj,6.4ip , THAT
ty I (,MDpn To
Cn, 11%
PLY %y 'Aa
E COOES.
A
-1 ROOF
TRtJSSES
A F I LORJ-DACIORPOI
.CHITECTURE
&
'inn
THESE DRAWINGS CONTAIN
ARCHITECTURAL SYMBO
USED FOR GRAPHIC
PURPOSES ONLY. SIZE Al�
LOCATION MAY VARY TO
MEET MANUFACTURER'S
SPECIFICATIONS.
DO NOT SCALE DRAWINGS.
ANY QUESTIONS ABOUT
DIMENSIONS, CONTACT
DESIGNER.
z
IL
x
Lu
z
J
lot
START DATE: 10.14.15
NO.IREVISION/ISSUE DATE
A, 1 1 ST-REVISION
ZL I 2Nr) REVISION
CLIENT:
A-1 TRUSS COMPANY
4451 ST LUCIE BLVD,
FT. PIERCE, FL
UCENSE NO.
AA26002573
ymond Chladmy
Licensed Architect #AA-26002573
E2
N.T.S.
t
I CON
11 - -I
NEW SURFACE MOUNTED
CANOPY LIGHTS ON
PHOTOCELL SENSOR SWITCH
- - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - J_
CON. TRPLL�R
--- ---- -----
---- :OF
J�ypj L
j i---
[�A �A2
All 01 ----
11
IVA
1141, 111
A2
:E
LU
M
M
LU
I P - - - -
- - - - - - - - - - - - - - - - - - - -
___J ------ L ---- T ---- ------ L ----------- ---- ----- ----
3
I A
- - - - - - - - - - - - - - - I
A ---- ---
A
A2 FO-11 3 35 A ___E�06:j
TO ALL EXTERIOR LIGHTS
CONFERENCE
CONNECTED TO PHOTOCELL
Cd)
qM --- -----
SENSOR - r' - ____11"R_ -
10
Lim$ )�Aj A2
54 04
J�A�2�U 02 04 A2 AZ
R
:OFFICE:
r T---- - - - - - - - - -
F-4--- I I Fr:ICE:1 35
I., ---------- ---------- ------14-----
zx :H I I I I I
�zzz)zzzz2zzz 1 01FIC
117 - -- ---
ELEVIJ� ------ A
MACH. 7A
SERVICE LIGHT
w
0 A2
RM
35
'Uq
F- H 1
_j
Ir--- T ----- --- I ---- I ---- T ---- I ----- -------------------- I ----- r ---- T----
LU
> 105
L---
---- ------ I-____
jO LIGHTS R A
03
----- ....
w UN ug I A ---
A 03
ABOVE SIDE STORAGE A
F1071 'AALL WALL -------- ---- ----
ca 1 - I I
:LL1 FOY ER 2:
13 0 0 Ec E E04:1
EXPOSED
----- -- ---- -----
10 K021 ,-SPIRAL
�z K
< (I DUCT 0 i�o 03
:LU ---
V_ FLOOR T
4G FOR A�j A A
r
ENDANTS ABOO I ----- --- 7A
iz R 0
�Lu 7[w.T HA
0 1 1 ! 1. Hn-AT _-,: kr-)&Ki
100cfm EXHAUST FAN TO EXTERIOR
wl WEATHER CAP & INSECT
SCREEN. ALL (4) RESTROOMS
GYPSUM CEILING
ORANGE PEEL FINISHN
/T�
IFF.ICE:
01
A2 M
. . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . .
.............. .
" 'II'
7
FLF1
sTbRAOE'
9
.. 1. ,
A
. .
. . . .
. . .
---- ----
----
---
---
.
:MA AGIER
.
. . . . .
-077
----------- -------------
PE. RK:AR -�S j
E FQ71...
----
IL I I I
----- ----- ----- ----- ----- L -----
4A
A
702T/
I
I
122
I
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. .
. . . . .
I
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a � 3 1
vil W� -�&i I I
- - - - - - - - - - - - - - - - -
U'P77
DW
TF17
Luminalre Schedule
Symbol Oty
Label
Description
Lumeng(Lamp
LLD
LOU
OF
LLF
Lum. Watts
Total Watts
52
A
HE WILLIAMS
AT11-24-1.30-835-0-DIM-LINIV
N.A.
0.900
0.900
1.000
0.810
30
1560
4
Al
HE WILLIAMS
AT11-24-1.40-835-0-DIM-LINIV
N.A.
0.900
0.900
1.000
0.810
41
154
21
A2
HEWILLIAMS
AT1-24-L55-835-0-DIM-UNV
N.A.
0.900
0.900
1.000
0.810
59
1239
8
B
HEWILLIAMS
ASM-8-4-LZ5-035-A-DIM-120
N.A.
0.900
0.900
1.000
0.810
0.810
24
135.1
192
675.5
nop)
5
a BETACALCID 50-1523-MS N.A.
0.900 0.900 1.000
1
F
IN
K
M
PHILIPS STONCO
HE WILLIAMS
PEACHTREE
HE WILLIAMS
WP-LED-3270-4K-UNV-P
L60-L30-835-CS-DIM-120
C1111.11-40-1111-41OK-SH-SUR
1.45-1.15-835-CS-w-DI
N.A.
N.A.
N.A.
N.A. 110-900
0.900
0.900
1.000
0.810
0.810
68
36
66.7
17.6
Go
342
170.1
52.8
12
0.900 0.900 1.000
0.900 0.900 1.000
0.900 1.000
3
3
0.810
0.810
ii
rA
DE816
ASSIS
MANAG
R
R
...................
. . . . U.J.
±.LLJ
LL,
H.R.'
LL7 J.
. . . . . . . . . . M . e'n'.
TIMAT
�� i . N
R' - ' - ' - 'Ihhh,' R I -
Women
il w
-D
.. . . . . . . . . . .
VIC RDW.-
z R
EA' K' R'M'
R
11]
. . . ...... . . . . . . . . . . . IT
7z' . IZI"' IT . . . . . . .....
-7 - --' - . . . N., . . . . . . . =
FFICE
R�j "R
EXIST1NG BUILDING, FIXTURES & CIRCUITS
ALL FIXTURES ARE NEW ON ADDITION & THOSE w/'N'ON EXISTING SIDE ARE NEW.'R`FOR RELOCATED FIXTURE
ALL NEW LUMINAIRE CIRCUITS IN NEW ADDITION OFF CIRCUITS FROM SUB -PANEL LDa
SUPPLY GRILL EXISTING BUILDING
RETURN GRILL .......... - 1st FLOOR LIGHTING PLAN
ElLj(.,HT FIXTURES IN E)UST]ING SPACE TO SCALE: 3/16" = V-011
REMAIN EXISTING & RELOCATED AS INDICATED.
THEZZ PLA1,19 AND ALL PROPOSM IiI
ARE SUOJECT M AIV C0DRX;7!0I`J3
REQUIRED BY F111.01 ITWECTORS THAT
LIM BE NE�=SAAY 11i CflrR-n TO
C -3 t4 P LY U Tfl ALL AP F L214-M E C �2 E S,
1 � ' 'I n&v�'�O., ""/ I
(7� 73
THESE DRAWINGS CONTAIN
ARCHITECTURAL SYMBOLS
USED FOR GRAPHIC
PURPOSES ONLY. SIZE AND
LOCATION MAY VARY TO
MEET MANUFACTURER'S
SPECIFICATIONS.
DO NOT SCALE DRAWINGS.
ANY QUESTIONS ABOUT
DIMENSIONS, CONTACT
DESIGNER.
z
0
4
IL
x
LLI
z
NEW,
.not
STARTDATE: 10.14.15
NO.REVISION/ISSUE DATE
1ST -REVISION
2ND-REVISION
3RD-REVISION
CLIENT:
A- I TRUSS COMPANY
4451 ST LUCIE BLVD,
FT. PIERCE, FL
LICENSE NO.
AA26002573
1214��
Rar
,;,n.d. "I
C y
Limnsed OAA 26002573
E 3
HVAC NOTES: A
1. ALL WORK PER FLORIDA 0144ECHANICAL CODE;
F
2. CEILING HEIGHTS AS SHOW ON PLANS ARE FIRM;
3. RESTROOM EXHAUSTS FANS & DUCTS THRU CMU WALL wl WATER TIGHT SEALS & WEATHER CAPPED
EXHAUST w/ BIRD SCREEN;
4. INSTALL SMOKE DETECTORS IN SUPPLY TRUNK ALL AHU'S dw AUTOMATIC SHUT DOWN
w/ 2000 cfm OR GREATER;
5. COORDINATE DUCT LAYOUT w/ OTHER TRADES;
6. THERMOSTAT CONTROLS (PROGRAMMABLE) BY HVAC CONTRACTOR. LOCATIONS MAY VARY;
7. MAIN RETURN GRILL TO HAVE FILTER AT A.C.T. LEVEL FOR EASY REPLACEMENT;
8. SPIRAL DUCTS TO BE POLISHED'CHROMEMETALLIC & ONLY WHERE EXPOSED. SPIRAL DUCTS TO
TRANSITION TO DUCT BOARD INSIDE BUILDING ASSEMBLIES;
HVAC SPECIFICATIONS
A. GENERAL CONDITIONS
ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE
CONDITIONS OF THE BID PROPOSAL, AND THE AMERICAN INSTITUTE OF
ARCHITECTS.
B. CODES
ALL WORK SHALL BE IN ACCORDANCE WITH THE RULES AND
REGULATIONS OF LOCAL CODES AND ORDINANCES AND OTHER
AUTHORITIES HAVING JURISDICTION. ALL REQUIRED PERMITS AND
CERTIFICATED OF INSPECTION SHALL BE OBTAINED AND PAID FOR BY
THE CONTRACTOR AND PERTINENT CERTIFICATES SHALL BE DELIVERED
TO THE OWNERS REPRESENTATIVE BEFORE FINAL ACCEPTANCE.
C. INSPECTION OF SITE
THE CONTRACTOR SHALL VISIT THE PREMISES OF HIS PROPOSED WORK
AND SHALL CAREFULLY EXAMINE THE EXISTING CONDITIONS AND
LIMITATIONS THEREOF VERIFICATION SHALL BE MADE AS TO THE
ACTUAL LOCATIONS WHERE NEW DUCT RUNS AND PIPE RUNS WILL
TIE-IN TO STRUCTURAL MEMBERS.
THE DRAWINGS SHOW THE GENERAL ARRANGEMENT OF ALL
DUCTWORK AND EQUIPMENT AND INDICATE REQUIRED SIZE AND POINTS
OF TERMINATION OF DUCTS AND PIPES AND SUGGEST ROUTES OF DUCTS
AND PIPES. HOWEVER, IT IS NOT THE INTENTION OF THE DRAWINGS TO
SHOW ALL NECESSARY OFFSETS, OBSTRUCTIONS OR STRUCTURAL
CONDITIONS. IT SHALL BE THE RESPONSIBILITY OF THIS CONTRACTOR
TO INSTALL HIS WORK IN SUCH A MANNER THAT IT WILL CONFORM TO
THE STRUCTURE. AVOID OBSTRUCTION, PRESERVE HEADROOM AND
KEEP OPENING AND PASSAGEWAYS CLEAR WITHOUT FURTHER
INSTRUCTIONS OR COST.
D. OPERATING INSTRUCTIONS
THREE SETS OF OPERATING INSTRUCTIONS AND RECOMMENDED MAINTENANCE
PROCEDURES FOR THE HVAC SYSTEMS SHALL BE DELIVERED TO THE OWNER
BEFORE FINAL COMPLETION OF HIS WORK. AT THE COMPLETION OF THE JOB, THE
CONTRACTOR SHALL DELIVER TO THE DESIGNER A COMPLETE SET OF DRAWINGS
AS TO EXACT LOCATION AND SIZES OF ALL EQUIPMENT AND DUCTWORK
INSTALLED.
E. AS -BUILT DRAWINGS
THE HVAC CONTRACTOR SHALL PROVIDE AT HIS COST A SET OF "AS -BUILT"
DRAWING. ALL CHANGES SHALL BE CORRECTED ON THE "AS -BUILT DRAWINGS" IF
NO CHANGES WERE MADE IN THE INSTALLATION, THE DRAWINGS SHALL BE
STAMPED "AS BUILT DRAWINGS", WITH THE DATE AND THE CONTRACTORS
SIGNATURE. TWO PRINTS AND TWO SEPIAS SHALL BE DELIVERED TO THE OWNER.
F. CLEANING
UPON COMPLETION OF HIS WORK AND PERIODICALLY DURING CONSTRUCTION, THE
CONTRACTOR SHALL REMOVE ALL RUBBISH AND EXCESS MATERIAL
ACCUMULATED AS A RESULT OF HIS OPERATION; ALL EQUIPMENT INSTALLED
UNDER THIS CONTRACT SHALL BE THOROUGHLY CLEAN OF DUST AND DEBRIS
BEFORE FINAL ACCEPTANCE BY THE OWNER.
G.ACCESS
LEAVE WORK READILY ACCESSIBLE FOR OPERATION, MAINTENANCE AND REPAIR.
FIROVIDE ACCESS DOORS IN DUCTWORK AS REQUIRED,
CUTTING AND PATCHING
ALL CUTTING THROUGH THE WALLS/ROOF REQUIRED FOR, OR IN CONNECTION WITH THE
HVAC SYSTEMS SHALL BE BY THIS CONTRACTOR. PATCHING SHALL BE BY THE
GENERAL CONTRACTOR.
1. SUPERVISION
MAINTAIN A FIELD REPRESENTATIVE, ON THE PREMISES AT ALL TIMES DURING THE
COURSE OF THE CONSTRUCTION WORK.
J. VIBRATION CONTROL
FREEDOM FROM VIBRATION AND NOISE IS ESSENTIAL. TAKE PARTICULAR CARE IN
INSTALLING VIBRATION ISOLATION MOUNTS AND HANGERS IN ACCORDANCE WITH
VIBRATION MANUFACTURERS REQUIREMENTS SO THAT VIBRATION FROM
OPERATING EQUIPMENT IS NOT TRANSMITTED TO THE STRUCTURE OR OTHER
WORK.
uj
1>
0
M
10
�z
u
Z
Lu
ALTERNATE DUCT LOCATION AIRTIGHT SEAL
W/ DUCT BAND
ROUND COLLAR
[—FLEX DUCT
METAL BOX METAL
ELBOW, OR FLEXIBLE
ELBOW
SQUARE OR
RECTANGULAR—/
CLG DIFFUSER'
FLEXIBLE DUCT I
CEILING DIFFUSER
N. T. S.
#2 A/C
UNIT
ff
I
U
OFFICE
16 7 c f m Figq�
125cfm
EVP OFNCE
167cfm
I CONDENSER UNES
CONTROLLER
&SLEEVEUNDER
SLAB &UP INSIDE
WALL TO 2ND
1
17"
LEVEL
18"
I 189'
A
1
A
91,
9"
8"
8"
8"
8"
MINNIE 0
ME
MENEM
mono m ENEENE
NONE 0
MEMMEWE
ME%
9"
0', 1670m
20"xl 6"
8"
------
1 8"x22"
167cfm
124"
1 2"xl 2"
LL
F1_081 [qA
INSIDE
0
0,
FLR
CONFERENCE
17-
JOISTS!
ROOM
0
�x
LIF
04
AHU #1 FOR
W IST LEVEL
IABOVF:j
MACH NE RM
L
Ln
L1j
>
z
w
0
w FOYER
F1 072
C)
Lu
III
�1�r
TABLE 403.3: 50cfm x 2 WC
=100cfm EXHAUST FAN TO EXTERIOR
w/ WEATHER CAP & INSECT SCREEN. UNIT
ALL (4) RESTROOMS
41
OFFICE`�
125cfm v
E�Z
ILL!
1<
LU V 0
X7r
745 (c f im 7 cf I
I
CONDENSER LINES &
SLEEVE UNDER SLAB & UP
91, INSIDE WALL TO 2ND LEVEL
OFFICE
OFFICE
OFFICE
Eli]
EiC
167cfm
167cfm
JIL
F\71
167cfm
8",
(0 ff-----
x
0
1�
1
1
10 M
zi
W
Q_
I
I
F1_05—]
Oil
8
8
,el
I
I
I
167cfm
167cfm
I
167cfm
167cfm
jPD
z
OPEN WORK AREAS 167cfm
JI ued Ol 8" 119�1 F�i
---- --------
1 E4 0- z
w
C) 167cfm
w R
14"xl 4" (_O 14"xl 2"
EMENIMMEMPEEME EFIEmmdbooTmomams Now 0010MMOMMEREMEMMON
8
CONFERENCE
ROOM k
167cfm
1167cfrr 167cfm
18" 1
167cfm I h % IEN
ASSIST. (4) 8"1 DIA. FLEX DUCTS TO Bt SLGHTLY FLATTENED11 TO GET UNDER STEEL BA \ M
I I I
I I
DESIGN I I \
91, 1181, 18"
MANAGER, 1 18"
I it
91,
167cfm
DESIGN
MANAGER
[-1-07]
O1[4EN WORK AREAS
122
F1271
167cfm 167cfm 167cfm 7cfm F
OPEN WORK AREAS
--TIE OFF TO
ROOF STRUCTURE
/--METAL
BAND SUPPORT[—,
SUPPL
DUCT
UP
NYLON DRAW BAND SPIN —IN TAP
FLEX DUCT WITH 2" FITTING W/AIR
EXTERNAL INSULATION SCOOP & DAMPER
MAX LENGTH 10'-0"
LA I - —1 SUPPLY AIR
DIFFUSER W/ROUND T—BAR TYPE
IX/T FNECK & O.B.D. SUSPENDED CEILING
SUPPLY AIR DIFFUSER DETAIL
N. T. S.
TRAINING RM
.FUTURE
CONFERENCE
ROOM.
STORAGE.
STORAGE
FUTURE
COPY
ROOM
DESIGN ASSIST.
MANAGER
VILE cl%opy
THITSE nLUIS AND ALL PRI �Ill
ARE 91.16JECT To ANY COM1174TION01
REQUIRED BY FI-aLD INSPECTOPS THAT
Ill BE NEcEssARY IN MMR TO
rc m P Ly vv t-n - I k LL AP F U2 WiL E C 0 0 E S,
DESIGN.
ASSIST;
SUPPLY GRILL
RETURN GRILL
Nu Cl�
MAY 2 6 01)
z
...w
up
LIL.
z
.0
0
H.R.
STORAGE
Men
Women
ESTIMATING.
.MANAGER
BREAKRM
. . . . . u . . I . T
IT . . . . . . . . .
OFFICE
-0" EXISTING BUILDING
---------- SUPPLY FLEX DUCT FOR OFFICES: (7) PERSONS/1000sf:
nummmillimmom SUPPLY TRUNK DUCT IST FLOOR ADDITION, AHU #1: 4.714 SF11000 x7 = 32 PEI
RETURN DUCT 20 CFM REQUIRED PER PERSON = 640 cfm FROM ABU #1;
ADJUST FRESH AIR INTAKE DAMPER ACCORDINGLY.
EXISTING BUILDING
IST FLOOR HVAC PLAN
SCALE: 1/4"=V-0"
"A
lg% m
M
0'
\ MZCERTECT LIRE
&
(7/2)631-57og AA26oO25
THESE DRAWINGS CONTA
ARCHITECTURAL SYMBOU
USED FOR GRAPHIC
PURPOSES ONLY. SIZE
LOCATION MAY VARY TC
MEET MANUFACTURER'S
SPECIFICATIONS.
DO NOT SCALE DRAWING
ANY QUESTIONS ABOUT
DIMENSIONS, CONTACT
DESIGNER.
IL
x
Lu
U a
z
CA
START DATE: 10.14.
NO.REVISION/ISSUE
DA
1ST —REVISION
05.23
2ND—REVISION
3RD ... ...
CLIENT:
A-1 TRUSS COMPATN
4451 ST LUCIE BLVD,
FT. PIERCE, FL
�AT
NO.
do
Raymond Chladry
Licensed Amhltect #AA-26002573
M 1
I
HVAC EQUIPMENT SCHEDULE:
BOTH SPLIT SYSTEMS ARE:
TRANE; TTA120A3; TWE120A30OA; 128,000 BTU
11.3 EER; 4000 CFM; 10 KW HEAT
so
AIR
BRANCH DUCT TAKE OFF -
AND DAMPER DETAIL.
SCALE N.T.S.
IVA
Lu
>
0
10
z
C)
F-
Z
Lu
OPPOSED BLADE DAMPER
AS PER SPECIFICATIONS.
TABLE 403.3: 50cfm x 2 WC
=100cfm EXHAUST FAN TO EXTERIOR
w/ WEATHER CAP & INSECT SCREEN.
ALL (4) RESTROOMS
0
257cfm
257cfm
257cfm
ca'3
F71
F2_02] z
F2 0-5 CD
LIJ
9" ro 1
5cfm 5
�17
I
:lEl
---- IL -------- — — — — --------- _:L:::7 Ll — — — — — --
--------------
191,
16"
L----------------- -----------
T4 - - - - - - - - - - - - - - - - - - - - - - - - - - - -
14"x12"
I I oil
9 Ell
m
11 00 Ell—
x
257cfm
- NJ
00 ON
js LIF 5 ------------------ ------------
AHU #1 FOR 15T 0
i ABOVE a
MACHINE RM & 0 m
BELOW THIS DUCT 0 F71
0
w ---2: ---------- ].��.j 251
0
18"x16"
I Ill m m 0 0 m m 0 IN 000 IN IN
18"X1 8"
19
-TURN SUPPLY 91, 257cfm
DUCT DOWN 3:
TO CONNECT
w/ EXPOSED 0
0 SPIRAL DUCT J 257cfm
Lu
uj 175cfm 175cfm
co ON
w Lu
_j >_
LL1
0
LL 0
m EXPOSED 12" z ------------ ----
Lu 2 1 -------------
SPIRAL DUCT w 0
cf) SILVER A ETALLI C
ILL!
FINISH w 0
> u_
z
0
17 f 175cfm 0 C) F203
F79'
------------- 250cfm
257cfm
257cfm
00 11111
1 2 14"
.x ----------- -------
'Do 0 Ir -------- t --- L
257cfm
NJ J�
El 6x
Ell
L
NJ,
19"
---------- _L1 -- ----------- �l
----------- 16 x1O - -------- ---------
16"xlO"
9111 191,
----------- --- ----- --- ---- ---
------ -------- I T_ 91,
------ IT
257cfm I I 257cfm 257cfm 257cfm
I
F2_04�
am
TYPICAL BRANCH DUCTING
SCALE N.T.S.
FOR OFFICES: (7) PERSONS/10i
2ND FWOR ADDITION, AHU #2: 4,468 SF1IOOO X7 = 31 PERSO�
20 ofm REQUIRED PER PERSON = 620 ofm. FROM AHU #2;
ADJUST FRESH AIR INTAKE DAMPER ACCORDINGLY.
FA
I
F71 SUPPLY GRILL
V\�
9 RETURN GRILL
---------------------------------- /
y
AHU#2 10 TON
27"Dx51"WxJ
---------- SUPPLY FLEX DUCT
mmmommmsom SUPPLY TRUNK DUCT
RETURN DUCT
MAY 2 6 REUD
FILE COPY\
\1 \ I
THEOZ ALLJRopoS�?
�)
— — — — — — — — — — — — — — — — — — ----- �LI�r-TICT_TOANY
PCOUIRED By RID INspEl I T'LjAT
VAY 2c. &,F- ECSARY N "op .
To
c 2u, 7" �_" 43LE i
2ND FLOOR HVAC PLAN
SCALE: 1/4"—l'—O"
kjgg
ARCRITECTUR
& /E�/�/
1 131-5709 AA26002573]
THESE DRAWINGS CONTAIN
ARCHITECTURAL MBOLS
USED FOR GRAPHIC
PURPOSES ONLY. SIZE AN]
LOCATION MAY VARY TO
MEET MANUFACTURER'S
SPECIFICATIONS.
DO NOT SCALE DRAWINGS.
ANY QUESTIONS ABOUT
DIMENSIONS, CONTACT
DESIGNER.
z
0
z
4
IL
x
uj
z
D
START DATE: 10.14.1
O.REVISION/ISSUE
DATE
�&
1ST —REVISION
05.23.11
_2K
2ND—REVISION
N-3RD—REVISION
CLIENT:
A-1 TRUSS COMPAN)
4451 ST LUCIE BLVD,
FT. PIERCE, FL
JIM
ce
CENSE NO.
AA26002573
z ay5n�dChladn
J Amhitect #AA-26002573
M2