HomeMy WebLinkAboutBUILDING PLAN PGE 33-47PRE -FIN. MTL CA
TODRAINIONT R F
FOAM CLOSURE ALONG TOP-"�e
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" COX PLYWID w/ 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
IMPACT
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 BAC P
R-1 9 BATT
INSULATION�
'��SEE LINTEL SCHEDULE CEILING
XDRYWALL RETURN H EAD & JAMBS
19' 3" E7
U/S ITES
EXPOSED 12" SPIRAL DUCT
SILVER METALLIC FINISH FROM
DUCT BIRD SUPPLY DUCT
BEHIND WALL
AHU#1 10 TON
//6
COORDINATE HVAC, TRUSS
27"DX51 "WX62"H
SPACING & WALL FRAMING
FOR 1ST LEVEL
SO THIS AHU ROOM
ABOVE MACHINE RM
OC"
FUNCTION AS REQUIRED--`�:zZZ-�
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00
SEE A-1. PRE-MANUFACUTRER-/
2x4 @ 12" o.c. FRAMED CEILING
PRE-FINiSHED STEEL CANOPY
wl PT3/4" PLYWD ON TOP
clw GUTTERS & DOWN SPOUTS
16
BY: AEGIS 11
71
--E
CONCEALED SUPPLYDUCT TO
BE DUCT BOARD & TRANSITION
TO METALLIC SPIRAL DUCT
JUST ABOVE A.C.T.
It
p ra
M I
V)
0
PENDANT 0)
LIGHTS N
0-
2x6 @ 16" Oz. SHAFT 0
WALL w/ 5/8" TYPE-X—t_
GYP BOTH SIDES
FLOOR EDGE TRIM,
STYLE BY OWNER
1/2" GYP TO FLOOR
TRUSSFACE
CONCEALED SUPPLY
& RETURN DUCTS
ABOVE A.C.T.
NEW 2x4 @ 240o.c. BLOCKING OVER TOP OF
LIFT SHAFT FASTENED TOP& BOTTOM w/
HOR. 2x4 BACK (5) TRUSSES @ EACH STUD.
(2) 16d GUN NAILS AT EACH CONNECTION TO
STABILIZE TOP OF SHAFTAALLS
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.
2"
r t29 00mT97ml TOPlJ!0:lS—Tf0
\�NEW ACOUSTIC CELING
DRYWALL SOFFIT TO .25ga 2x4 @ 24" o.c.
CANTILEVERED 2x4'S MED LADDER wl
SHAFT 1/2" GYP BOTH
SIDES & U/S.
LID
EXTRUDED TOP TUBE AS PART��
OF THE STORE FRONT SYSTEM
0
00
D01
IMPACT GLASS AS PART OF-
Z
NEW IMPACT-,/ THE STORE FRONT SYSTEM
WINDOW
CID
NEW 4" THICK ENTRY WALK, —NEWVINYLBASE MOLDING
SEE CIVIL DRAWINGS
4 A
.4�
UNDISTURBED, TERMITE ENTRY SECTION
TREATED SOIL \A5
SCALE: 1/� �=V-0'�
--j' 11,
0
of
< X
0 t
00
2� n
zrl �33
0 2ND FLR
1 - "
RIZICLIG
NEW ACOUSTIC
CEILING TILES
INTERIOR STAIR:
(23) RISERS @ 6.913
(INCLUDES TREAD FINISH)
(22) TREADS @ 11 1p
TOTAL RISE 131-3))
PLACE R-19 BATT INSUL. ON
TOP OF DROP CEILING FOR
SOUND PROOFING
DIAGONAL BRACE TO OTHER
WALLS w/ 25ga 2x4 STUD MAX.
8'-0" LONG —
NEW 10'-6", 2x — (25ga MTL)
@ MAX. 2411O.C. FRAMED
WALLS w/ PAINTED GYP.
BRID BOTH SIDES.
A,' X",
k
VINYL BASE BOTH
SIDES
SEESHOP
DRAWINGS FOR
STAIR & RAILINGS
SLIDER WINDOW
ON WALL INFRONT
ANDRA'L BOTH S' DES
OF STAIR, M IN
3 -38..MAX FROM Top OF
STAIR NOSINGS
x
00
FASTEN TO TOP PLT w/
(2)TEK SCREWS, TYP. EACH
BRACE END
9MM 10'-0" A.C.T.
T-BAR GRID TO ADD
LATERAL SUPPORT
BETWEEN DIAGONAL
BRACING ABOVE
OPTIONAL 3" BATT INSUL
TO 10'-0" AFF
CONCRETE
FLOOR SLAB
NEW PARTITION SECTION
SCALE: 1/2"= V-0"
TEMP. GLASS
STOREFRONT WINDOW
IN FRONT OF STAIR
MULL POST INFRONT JOINING
IDERWINDOW
RETURN RAIL ENDS
TO WALL w/ MAX.
/-1/2" SPACE. TYP.
INTERIOR STAIR
PAINT EXP(
SIDE STAIR
TYF
CONCRETE FILLED
STAIR PANS &
LANDING
SCALE: 1/2"= l'-O"
THrMPLAN-SANDALLPROPOsr vlollw<
ASE SUBJECT TO ANY Coinggr �?
Cil
RlEGUIRED BY FIELD INSPECTORS TIAT
til-AY BE NECESSARY IN OND2R TO
C 0 'L,'j f" LY W I Tf i AL L Aq P Lr,,h m E C r,,DE 3.
stsiffilligLep,,111111
m��w
CLEAN EDGE, HELD
1" BACK FROM
WALL, VISIBLE
THRU WINDOW
r,rU,CI,E COUNTY
13 ILO N DIVIS4411ON
nEVIEWED
Pon COMPLIAN
nEVIEWED BY
DATE-21-1 -0-7 1
PLANS AN D PERMIT
MUST BE KEPT ON JOB
NO INSPECTION WILL BE M BE
' I M1610,
PE=4 01 E 11 IV I
EL
P� JUL 19 REUD
&
THESE DRAWINGS CONTAIN
ARCHITECTURAL SYMBOLS
USED FOR GRAPHIC
PURPOSES ONLY. SIZE ANE
LOCATION MAY VARY TO
MEET MANUFACTURER'S
SPECIFICATIONS.
DO NOT SCALE DRAWINGS.
ANY QUESTIONS ABOUT
DIMENSIONS, CONTACT
DESIGNER.
z
IL
x
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STARTDATE: 10.14.15
NO.IREVISION/ISSUEJ DATE
& 1 ST—REVISION 107.09.17
ZA I 2ND—REVISION I
CLIENT:
A-1 TRUSS COMPANY
4451 ST LUCIE BLVD,
FT. PIERCE, FL
Raymond Chladny
Licensed Amhitect #AA 26002573
F&M
PL 6"X6"XI/4"
INTO
-STEEL STAIR TOP VIEW
LAMINATED DOUBLE 2X12
STAIR TREADS TYP.
Pt 1/2"X2" HAND RAIL
ED DOUBLE 2X12
10 12.3.1 TYPE 1.
HANDRAILS WITH A CIRCULAR CROSS SECTION SHALL HAVE AN OUTSIDE
DIAMETER OF AT LEAST 11/4 INCHES (32 MM) AND NOT GREATER. THAN 21
INCHES (51 MM). WHERE THE HANDRAIL IS NOT CIRCULAR, IT SHALL HAVE A
PERIMETER DIMENSION OF AT LEAST 4 INCHES (102 MM) AND NC)T GREATER
THAN 6114 INCHES (160 MM) WITH A MAXJMUM CROSS -SECTIONAL DIMENSION
OF 21/4 INCHES (57 MM) AND MINIMUM CROSS -SECTIONAL DIMENSION OF 1
INCH (25 MM). EDGES SHALL HAVE A MINIMUM RADIUS OF 0.01 INCH (0.25 MM).
FRI
MIN� 0.01" EDGE RADIUS IN
ACCORDANCE WITH FBC
1012.3.1 TYPE I
2
- PIL 2 1/2" X 1/2"
5" GRASPABLE SURFACE IN
ACCORDANCE WITH FBC
1012.3.1 TYPE I
1/4
1/4" FILLET WELD
ALL-AROUND TO VERTICAL
HSS
HANDRAIL ATTACHMENT DETAIL
2X6 SP DECORATIVE CAP ON GUARD. TOP OF GUARD
HEIGHT TO BE MIN. 42" FROM THE WALKING SURFACE
IN ACCORDANCE WITH FBC 1013.3 AT ALL LOCATIONS
L4X4Xl/4 ANGLES WELDED TO
STRINGERS WITH 1/4" FILLET
WELD AND BOLTED TO BACKING
WITH (3) 3/4- LAGS (TYP. 2)
1/2"X2'HAND RAIL
MINATED DOUBLE 2X12
AIR TREADS TYP.
TREAD SUPPORT
LAMINATED DOUBLE 2X12
LANDING
1/4" HSS LEG POST
ED TO PL6"X6"Xl/4" TYP,
S 4X4Xl/4" LEGS
l_8"X8"X3/8" WELDED TO LEG
lITH 1/4" FILLET WELD ALL
ROUND AND ATTACHED TO
ONCRETE W/ (4) 1/2" DIA. MECH
NCHORS MIN. 3 1/2" EMBED
_YP. 2)
>
D
<
0
jx
GUARD ELEVATION
2"X2"Xl/4" HSS LEG POST
WELDED TO PL6"X6"Xl/4" TYP.
PI-1/4"X2" TOP RAIL
12" MIN. EXTENSION
PL 1/4" TREAD SUPPORT
ATTACHED TO CONCRETE W/ (2)112" DIA.
MECH ANCHORS MIN. 3 1/2' EMBED (TYP. 2)
INTS
A"
STRUCTURAL STEEL NOTES
1 . STEEL WORK SHALL BE NEW AND CONFORM TO THE ANSUAISC 360-10 SPECIFICATION FOR
STRUCTURAL STEEL BUILDINGS.
2. MATERIAL SHALL CONFORM TO THE FOLLOWING, EXCEPT AS NOTED:
WIDE FLANGE SHAPES ASTM A992 (Fy=50KSI)
- ANGLES, CHANNELS, AND PLATES ASTM A36 (Fy=36KSI)
- RECTANGULAR HSS ASTM A500, GRADE B (Fy=46KSI)
- HIGH STRENGTH BOLTS ASTM A325 OR A490
- TWIST -OFF TENSION CONTROL BOLTS ASTM F1852
- THREADED RODS ASTM A36 (Fy=36KSI)
- HEAVY HEX NUTS ASTM A563
- HARDENED STEEL WASHERS ASTM F436
- DIRECT -TENSION -INDICATOR WASHERS ASTM F959
- ANCHOR RODS ASTM F1554 GR. 36 (Fy=36KSI)
3. CONNECTIONS:
A. BOLTS SHALL BE HIGH -STRENGTH, BEARING TYPE IN SNUG TIGHT
CONDITION, U.N.O. TIGHTENED BY AN AISC APPROVED METHOD.
B. WELDING ELECTRODES SHALL BE PER AWS D1.1 RETURN FILLET WELDS FOR
FRAMED CONNECTIONS 112" AT EACH END.
C. FIELD CONNECTIONS SHALL BE BOLTED, EXCEPT AS NOTED OTHERWISE.
4. HIGH STRENGTH BOLTS IN BEARING CONDITION SUPPORTING SIMPLE SPAN BEAMS NOT SUBJECT
TO AXIAL LOADS MAY BE INSTALLED TO "SNUG TIGHT" CONDITION IF NORMAL, OR SHORT
SLOTTED HOLES ARE USED. THE ENGINEER OF RECORD WILL BE THE ULTIMATE AUTHORITY IN
THE USE OF "SNUG TIGHT" BOLTS. IF LONG SLOTTED OR OVERSIZED HOLES ARE USED, BOLTS
MUST BE FULLY PRETENSIONED AND SLIP CRITICAL. PROPER SURFACE PREPARATION IS
REQUIRED FOR SLIP CRITICAL BOLTS, INCLUDING OMISSION OF PRIMER OR FIRE PROOFING, AS
APPROPRIATE.
5. ALL STRUCTURAL STEEL EXPOSED TO EXTERIOR CONDITIONS SHALL BE HOT DIPPED
GALVANIZED PER ASTM123 AND ALL FASTENERS AND HARDWARE SHALL BE HOT DIPPED
GALVANIZED PER ASTMAl 53.
6. USE INTUMESCENT PAINT ON STRUCTURAL STEEL EXPOSED TO VIEW WHICH REQUIRES FIRE
RATING. SEE ARCH. DRAWINGS FOR FIRE RATING AND INTUMESCENT PAINT REQUIREMENTS.
WELDING
1 . WELDS SHALL BE DONE BY WELDERS WITH CURRENT CERTIFICATION IN ACCORDANCE WITH AWS
Di.l.
2. WELDS SHOWN ON STRUCTURAL DRAWINGS ARE MINIMUM DESIGN REQUIREMENTS. THE
FABRICATOR'S SHOP DRAWINGS SHALL REFLECT WELDS IN ACCORDANCE WITH AWS
REQUIREMENTS.
3. FULL PENETRATION GROOVE WELDS SHALL BE INSPECTED BY ULTRASONIC TESTING.
TWENTY-FIVE PERCENT OF THE WELDS SHALL BE INSPECTED AT RANDOM U.N.C. SEE
SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.
4. GROOVE WELDS SHALL BE FULL PENETRATION U.N.O.
5. PROVIDE FILLET WELDS AT CONTACT POINTS BETWEEN STEEL MEMBERS SUFFICIENT TO
DEVELOP THE ALLOWABLE TENSILE STRENGTH OF THE SMALLER MEMBER AT THE JOINT UNLESS
DETAILED OTHERWISE ON THE DRAWINGS. THE MINIMUM FILLET WELD SIZE IS 3/16" U.N.O.
FBC 2014, SECTION 1005:
2ND FLOOR AREA: 4,468 SF BUSINESS @ 100 sf/PERSON 45 OCCUPANTS
2ND LEVEL: 0.3"X 45 OCCUPANTS = 13.5" FROM 2ND LEVEL
MEANS OF 2ND FLOOR EGRESS LOBBY STAIR IS 46.5" WIDE.
-�A A�' V
STAIR RISERMOSING NOTE . . ...... ...........
THE RADIUS OF CURVATURE OF THE LEADING EDGE OF THE
TREAD SHALL NOT BE > 9/16". BEVELLING SHALL NOT BE > 9/16".
THE LEADING EDGE (NOSING) SHALL NOT PROJECT MORE THAN
1.25" BEYOND TREAD BELOW & ALL PROJECTIONS OF LEADING
EDGES SHALL BE OF UNIFORM SIZE, INCLUDING THE LEADING
EDGE OF PROJETCTED FLOOR AT TOP OF FLIGHT. A
LAMINATED DOUBLE 2X12
STAIR TREADS TYP.
kv
0�0
031� I
STEEL STAIR SIDE VIEW.
LAMINATED DOUBLE 2X12 LANDING
L4X4Xl/4 ANGLES WELDED
TO LEGS WITH 1/4" FILLET
WELD AND BOLTED TO
STRINGERS WITH (3) 3/4"
A325 BOLTS
HSS 4X4X1/4" LEGS
PL8"X8"X3/8" WELDED TO LEG
WITH 1/4" FILLET WELD ALL
AROUND AND ATTACHED TO
CONCRETE W/ (4) 1/2" DIA. MECH
ANCHORS MIN. 3 1/2" EMBED
(TYP. 2)
L
THESS-1 PLfuNS AND ALI. pkjopoS
ARE 28JrCT TOA�jyo,,,p :0 Vgjr�(
EC I ;I C -, I j_. tj S
Ulr'EDBYFli'[.Dlf"'�PECTOmnSTIIXT
MAY BE NE,-rs,;p Ry IN (,)pjDeM 7�.)
C'n-p""PLY WITH ALL APFLJC.,�SLE C,-,M-.
JUL 9 RECD
!;! �&
.Ya n T i
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
4c
x
uj
con
D
START DATE: 10.14.15
NO.IREVISION/ISSUEJ DATE
____F_
1ST -REVISION 07-09-17
& 2ND-REVISION 107.19.17
CLIENT:
A-1 TRUSS COMPANY
4451 ST LUCIE BLVD,
FT. PIERCE, FL
Raymond Chlacny
Licensed Aminited #AA 26002573
ASb
NTS
INTS
L
A
-,ZIZ7
HANDRAIL WALL
ATTACHMENT DETAIL
"r- —
'1 11
V
N
4ro-7— -
-sys)
:72TV70-1-2c Z��2
Z�' Z/
1�--
REX
z
Y/,/
7w'C-A;q--'5w7
72
PNL-
I
TOP VIEW
SCALE V2
1 /0" f
.4 e e14 Zl�"W-Z-1-
-.rr.yvo�-) -
1M
FRONT VIEW
SCALE Y2 11
F-47-7-17-17-0170,70M
I It
GENERAL NOTES:
1. ALL CONNECTIONS TO BE FULL HELLIARC WELDS.
2. ALL HARDWARE TO BE STAINLESS STEEL IF AVAILABLE.
3. CONCRETE FOOTINGS TO BE 3000 PSI.
4. ALL WORK TO BE DONE IN ACCORDANCE WITH THE 2014
FBC (5th EDITION).
5. CONTRACTOR TO VERIFY ALL DIMENSIONS AND
STRUCTURAL CONDITIONS AS SHOWN ON THE PLANS. ANY
DISCREPENCY BETWEEN THE PLANS AND EXISTING
CONDITIONS SHOULD BE REPORTED TO THE ENGINEER.
NOTE:
i FABRICATER TO FIELD MEASURE,
VERIFYALL DIMENSIONS AND CONDITIONS
PRIOR To FABRICATION.
THIS CERTIFICATION DOES NOT INCLUDE
THE BEAM AND COLUMN DESIGNS.
Li
TREAD & RISER DETAIL
CODEFORMULA
TREADWIDTH@11" =11.00
(2) RISERS @ 6.87"= 13.74
THESE PLANS AND ALL PROPO$C-D WOM TOTAL 24.74 (PASS)
ARE SUBJECT TO ANY COnFIXT IONS
Jh"QUIRED BY FIELD INSPECTOrS T14AT
MAY BE NECESSARY IN OAD2R TO
COMPLf WITH ALL APPUCABLE CODES,
FBC 2014�5t�_j �QTQIW & AS, 7-10,
DESIGN CRITERIA:
RISK CATAGORY Ill
ULTIMATE WIND SPEED 165 MPH
NOMINAL WIND SPEED 128 MPH
IMPORTANCEFACTOR 1.0
BUILDING DESIGN OPEN
WIND EXPOSURE C 2-
INTERNAL PRESSURE COEF. 0.0
DESIGN PRESSURES:
STAIR & LANDING UPLIFT -55 PSF
All
DRAVVM by:
RICHARD A. JEMISON
P.O. Box 5616 Lo Y
Ft. Pierce, Fl. 34954
(772) 215-5623
LL
L
ST C419 CO
gfDOUNT4Y
BU DING DIVISION
REVIEWED
FOR COMPLIANC . 00 1-
REVIEWED BY
DATE 4?JjN
LQ,; Vjg I
a AND 0 RM*
IT THE SHAFFER GIRdLIPINC.
P RMIT
MUSTBEKEPTONJO OR
NO INSPECTION W11 I BE AIDE 2440 FEDERAL HIGHWAY (SUITE 110)
STUART, FLORIDA 34994 REVISED
( 7721220-4990 n'114 A I
t f
SEAL
SHOP DRAWINGS
SHEET
ALUMINUM STAIRS
FRED D.
A-1 TRUSS COMPANY
SHAFFER
ADMINISTRATION BUILDING
P.E ... #26694
FT. PIERCE, FLORIDA
OF 1
k
-22IZ2� ZZL 1p--Z�L
7Z"
73j---9�'
... ......
TOP VIEW
SCALE %YN
I �p I I k U "-�
z F=::a
A:Zell-f e.%WA7,AZr4 11 "��7 r
co�
TTTP
G
12
FRONT VIEW
SCALE Y2
�4,- �7-OZ-SZ---
611�r�4z-
00y'p�)--
11
N
GENERAL NOTES:
1 . ALL CONNECTIONS TO BE FULL HELLIARC WELDS.
2. ALL HARDWARE TO BE STAINLESS STEEL IF AVAILABLE.
3. CONCRETE FOOTINGS TO BE 3000 PSI.
4. ALL WORK TO BE DONE IN ACCORDANCE WITH THE 2014
FBC (5th EDITION).
S. CONTRACTOR TO VERIFY ALL DIMENSIONS AND
STRUCTURAL CONDITIONS AS SHOWN ON THE PLANS. ANY
DISCREPENCY BETWEEN THE PLANS AND EXISTING
CONDITIONS SHOULD BE REPORTED TOTHE ENGINEER.
"T
FABRICATER TO FIELD MEASURE,
VERIFY ALL DIMENSIONS AND CONDITIONS
PRIORTOFABRfCATION.
TINS CIERTIF4CATION DOES NOT INCLUDE
THE BEAM AND COLUMN DESIGNS
�e
TREAD & RISER DETAIL
CODEFORMULA
TREADWIDTH@11" =11.00
(2) RISERS @ 6.87"= 13.74
TOTAL = 24.74 (PASS)
DESIGN CRITERIA:
RISK CATAGORY
ULTIMATE WIND SPEED 165 MPH
NOMINAL WIND SPEED 128 MPH
IMPORTANCE FACTOR 1.0
BUILDING DESIGN OPEN
WIND EXPOSURE C
INTERNAL PRESSURE COEF. 0,0
DESIGN PRESSURES:
STAIR & LANDING UPLiFT -55 PSF
I
DRAWING by: \\\\0\ ///"
\GK D 8 //
. . ......... NA,
RICHARD A. JEMISON
P.O. Box 5616 42� No.26694
Ft. Pierce, Fl. 34954 Dl9Xal*sl0ed by Frec*k D
Sha&rOE
(772) 215-5623 Fredrick DN-Zrr�eetrick D Shaffer PE uj
"F.Gro
p R-Thre�%? 9,
etb %Ttl
Shaffer- E ..fXW�4m�pN
ll.com;
'&A
Date: 2017. �115
THE SHAFFER GROURINC.
2440 FEDERAL HIGHWAY (SUITE 110)
STUART, FLORIDA 34994
( 772) 220-4990 01/05/17
SEAL
TOP VIEW
SCALE %YN
I �p I I k U "-�
z F=::a
A:Zell-f e.%WA7,AZr4 11 "��7 r
co�
TTTP
G
12
FRONT VIEW
SCALE Y2
�4,- �7-OZ-SZ---
611�r�4z-
00y'p�)--
11
N
GENERAL NOTES:
1 . ALL CONNECTIONS TO BE FULL HELLIARC WELDS.
2. ALL HARDWARE TO BE STAINLESS STEEL IF AVAILABLE.
3. CONCRETE FOOTINGS TO BE 3000 PSI.
4. ALL WORK TO BE DONE IN ACCORDANCE WITH THE 2014
FBC (5th EDITION).
S. CONTRACTOR TO VERIFY ALL DIMENSIONS AND
STRUCTURAL CONDITIONS AS SHOWN ON THE PLANS. ANY
DISCREPENCY BETWEEN THE PLANS AND EXISTING
CONDITIONS SHOULD BE REPORTED TOTHE ENGINEER.
"T
FABRICATER TO FIELD MEASURE,
VERIFY ALL DIMENSIONS AND CONDITIONS
PRIORTOFABRfCATION.
TINS CIERTIF4CATION DOES NOT INCLUDE
THE BEAM AND COLUMN DESIGNS
�e
TREAD & RISER DETAIL
CODEFORMULA
TREADWIDTH@11" =11.00
(2) RISERS @ 6.87"= 13.74
TOTAL = 24.74 (PASS)
DESIGN CRITERIA:
RISK CATAGORY
ULTIMATE WIND SPEED 165 MPH
NOMINAL WIND SPEED 128 MPH
IMPORTANCE FACTOR 1.0
BUILDING DESIGN OPEN
WIND EXPOSURE C
INTERNAL PRESSURE COEF. 0,0
DESIGN PRESSURES:
STAIR & LANDING UPLiFT -55 PSF
I
DRAWING by: \\\\0\ ///"
\GK D 8 //
. . ......... NA,
RICHARD A. JEMISON
P.O. Box 5616 42� No.26694
Ft. Pierce, Fl. 34954 Dl9Xal*sl0ed by Frec*k D
Sha&rOE
(772) 215-5623 Fredrick DN-Zrr�eetrick D Shaffer PE uj
"F.Gro
p R-Thre�%? 9,
etb %Ttl
Shaffer- E ..fXW�4m�pN
ll.com;
'&A
Date: 2017. �115
THE SHAFFER GROURINC.
2440 FEDERAL HIGHWAY (SUITE 110)
STUART, FLORIDA 34994
( 772) 220-4990 01/05/17
SEAL
SHOP DRAWINGS
SHEET
ALUMINUM STAIRS
FRED D.
A-1 TRUSS COMPANY
SHAFFER
ADMINISTRATION BUILDING
P E. #26694
FT. PIERCE, FLORIDA
OF 1
621 0-1 50- OVI
-7z
X
EXISTING ONE STORY BUILDING
X
U
+
VERIFY MEN'S P/
UILDING
URINAL LOCATIONS
Irk
I" V '1 1- 4-P 1'4" P 4' 1)" 111" 1'41 '4" 1'41-,1' �14-�� 4—W- 1- 4" 1'4" F 4" V 4" 1- 4' 1-
TS 1/8' IT' 1'4p� 1'4-�, 14�1 1 4", 4�' 8, 1-
T- J 4"
1PTP 14'. f -k- 74
71
1� 4 OiAS—F — — — — — —
A 411
LEI-,
— --- — — — — — — — — — — — — — — —
NEW GIRDER TO SUPPORT
2 /2"
EXISTING ROOF & WALL ABOVE
of -COLUMN
p
L
NOTE: 17" _J
— — — — — — — EXISTIN',' "Prr
ISMAX. rs .. .. .. . .. . ..... ------------
.... .... . ... .. .. .. . . . .... .... .... .....
X 1 30" D L4 FLOOR TRUSSES @ 16"LO/C SPACING
f I I 14U
7, 7 7 C�' R'
.. .... .... ... NEW GIRDER TO SUPPORT
WALL & GABLE ABOVE ONLY
INTERIOR BE,
MECH. I
I
ROOM ELEVATOR
INIERIC R WALL roi, @ iuwI
L------ I ---------
X
IBIS" 20 6" 5 11
.. .... .... .. .. ........ ........ ..... ....... ... ........... ................ .. .. .. ... .. .. .... . .................. .. ... . ...... ........ . ........ . ... .. ......... . ..
l4
r4
OPEN TO ABOVE
1'4" HANO"I
fe,
VAL[ 7 V'S
0 INTERIC fRINC, WALL IOP 0 1018"
U
>
----------------- EXISTING ONE STORY BUILDING
C.L. of CHASE C.L. of CHASE
STAIRWAY I I — — — --- — — — — — —
L ---------- 11
OPENING
ji
INTERIOR BEARING WALL TOE@ 10'9"
X
DASHED LINES
(�yy-y)�'f y-y-r"--L--" I EXISTING TRUSSES
30" DEEP 2X4 FLOOR TRUSSES @ 16"O/C SPACING
CHASE THRU I 1 11 11
;TEEL BEAM? < V�
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V
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— — — — — — — — — — — —
— — — — — — — — — — — —
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I EXISTING GIPMER
I OPIII 1? 8- �/-J` INCLUDES WOOD'i 01' I'LA f I-,)
24-71/2"
............................. ................................... .................... ..... ....... ... .. .. — ... ...... ...
C.L. of COLUMN
F4
DIJ 'NEW GIRDER TO SUPPORT
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.... .. .... . . .. .. .. DU
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NOTE: VERIFY SETBACK FOR
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EXISTING #1 HIP GflRDER!!!
Tv n 414444V#'44 0 ffTt 11-41:1111 Id 111, r
iL21
EXISTING ONE STORY BUILDING
ASSUMED 6/12 PITCH WITH 2X6 HEEL I-IGT. & TO" OVERHANGS,
X
— ----------------
62' 0" 501011
.. ... ....... ............... .. .... ......... . .. . .. .... . ... .. ... . .... .. . .................. ...... ................................. ............. ......... .. . ...
NOTE: ALL FLAT CEILINGS
NOTE: ALL WALLS SHOWN
ON LAYOUT ARE BEARING.
BEARING ELEVATIONS
10'8"
EXISTING W^AL
HGT.
EXISTING WAL�,
I IGT.
10,81,
137' WALL HGT
T
T.
24'0" WALL HG,
'/ DEL ' 2X LEDGER
----213'2" TOP of FLOOR
1 30" DEEP 2X4 FLR. TRUSSES
1! @ 16"O/C SPACING
10'8" CLG
TYPICAL END DETAIL - I st FLOOR
WALL HGT.
& CEILING HEIGHT
Qi FIRST FLOOR.
" = SINGLE LEDGER REQ.BY BLDR. TOP @ 131211
** = DOUBLE 2X LEDGER REQUIRED
BY BUILDER, TOP @ 128-1/2"
,0 = PLUMBING CHASE TO
BE VERIFIED IN FIELD
BEFORE SETTING TRUSSES.
## = HANGER REQUIRED
BY BUILDER.
THESE PLAMS AND ALL PpOpOSr.O WCj
ARE SUaJECT TO ANY COF4RECTIONS 'W
i4EOUtRED 13Y FIELD INspr
MAY B CTORS THAT
E NECESSARY IN OnDen To
C"""Y W17H ALL AIPPUcA�aLE COCES.
FILE COPY
VZ60 056
0 L E COUNTY
GO
BUILDING DIVISION
I
REVIEWED
FOR COM E
REVIEWED BY
DATE _�=.
P S NO
LAN ; MIT
4 1
MUSTSEKEPT NJOB30R
NO INSPECTION WILL BE MADE
P
117
*NOIE: ALL TRUSS TO WALL AND/OR TRUSS TO
LEDGER CONNECTIONS BY BUILDER
(UNLESS NOTED OTHERWISE)
-- - ------ - -----------
NOTE: ALL CEILING DROPS BELOW BEAM ARE
C.
BY BUILDER (UNLESS NOTED OTHERWISE) 0 co %
NOTE: THIS TRUSS PLACEMENT DIAGRAM IS TO
10
SHOW TRUSS I.D. AND TRUSS LOCATION ONLY. =0 _5
THE BUILDING DESIGNER IS REPSONSIBLE FOR THE E au
STRUCTURAL STABILITY OF THE ENTIRE STRUCTURE.
REFER TO THE INDIVIDUAL TRUSS ENGINEERING
p
DRAWINGS FOR GRAVITY AND UPLIFT LOADS.
C,
FOR BRACING & ERECTION DETAILS REFER -a
TO BCSI-03 AND/OR ENGINEER OF RECORD Ct
. .......... .......... . ... ..... .......... ....... — .... . . .. . .... . .... . ...................................... . .................................... . . .. . .. .
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0 LIVE LOAD
30
80
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0
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0
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DEAD LOAD
15
15
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— —= 2
.......... .. - - - - -------- --------
---------- -------- - - - - --
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LIVE LOAD
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0
CATEGORY 11
A
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@
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[DEAD LOAD
1,10
5
ENCLOSED
=1— mt
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TOTAL LOAD
55
100
FBC- 2014
.2 7Z
DURATION FACTOR
1.00
1.00
TPI 2007
E
REV
DATE
BY
REMARKS
E
1
4/5/16
LA
ADJUSTED COLUMN LOCATIONS TO 19, 101.
-Ez G 79 9
2
4/13/16
LA
ADJUSTED FOR DUCT CHASES.
cs
& V
Its
...................... ....... ... ......... ................. ...... ...................... . . ..... ....
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It is understood that above
conditions have been reviewed APPROVED
CM LC
& are acceptable for the
c;
I APPROVED AS NOTED
4
fabrication at trusses,
9 — —.A,
S
elevations, pitches, overhangs,
5t-::
8E
REVISE AND RESUBMIT
L-
fascias,ceiling
elevations/pitches, bearing
E
REJECTED
conditions & all detail pertaining
to this truss placement plan. No
0,
back charges will be accepted
ff
without previous written DATE
A 3
approval from an A-1 Roof
Trusses representative. REVIEWED BY
c�
ARCH: N/A STRUCT: N/A
PLAN DATEI I
A
IS EE E
-- . = 0
= 8 0 IS, -;;-, �
A L, Digitally Signed by Anthony-E
Tombo, III
,!'IL L)H y DN:C=US st-Florlda I=Fon
I I
Pierce, O=Whole House
)mbo, Engineering. cn=ArrhonyT.
Tornbo, 111,
ernaII=AnthQny,Tonnbo@whei
AREADI 16.11.1110AW7-05-
SERIAL 4:
3B BIC A2 21 0000,3004C 12 87 DF
FLOOR
0 ft2
ROOF
12191.68 n2
FASCIA
404.17 It
HIP LINE
162 It
VALLEY LINE
159.09 It
SHEFFING AREA UNDU VALLEY 1E.SSESAND
WASTE MATERIAL NOT INCLUDED
5TOR TO VERIFT CMCLjuITjONS
CUSTOMER I JACQUIN &SONS, INC.
JOB NAME � A- 1 ROOFTRUSSES ADDITION
LOCATION IFTIPIERCEISTLYCIE
COMMINTY 4491 Sr L UOIERL YA
/LOT#
BLDG BLDG
TYPE #
JOB # I 64215R I MASTER
DATE MARCH 11, 2016 � DRAWN
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62'0"
NOTE:
WEST
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SCAB 2X8 TO SIDE
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(TYP. ALL 4 CORNERS)
• NOTE: ALL TRUSS TO WALL AND/OR TRUSS TO
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MOM
(UNLESS NOTED OTHERWISE) 2
• NOTE: ALL CEILING DROPS BELOW BEAM ARE T
BY BUILDER (UNLESS NOTED OTHERWISE)
NOTE: THIS TRUSS PLACEMENT DIAGRAM IS TO
Z.
SHOW TRUSS I.D. AND TRUSS LOCATION ONLY.
THE BUILDING DESIGNER IS REPSONSIBLE FOR THE 1
STRUCTURAL STABILITY OF THE ENTIRE STRUCTURE.
NOTE: ALL FLAT CEILINGS REFER TO THE INDIVIDUAL TRUSS ENGINEERING
DRAWINGS FOR GRAVITY AND UPLIFT LOADS.
I. Z Z.
NOTE: ALL WALLS SHOWN
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.......................
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DEAD LOAD
15
15
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EXP C
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CATEGORY 11
.2
km
DEAD LOAD 10 5 ENCLOSED
TOTAL LOAD 55 100 FBC-2014
9 DURATION FACTOR 1.00 1.00 TPI - 2007
F- E e
REV DATE BY REMARKS A
W
-t E
1 4/5/16 LA ADJUSTED COLUMN LOCATIONS TO 191011.
31
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0
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It is understood that above
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fabrication at trusses, APPROVED AS NOTED 8
elevations, pitches, overhangs, 0' & 2
0 r= . LM
fascias,ceiling REVISE AND RESUBMIT -
elevations/pitches, bearing
REJECTED '10 t
conditions & all detail pertaining -2
a
to this truss placement plan. No
back charges will be accepted
without previous written DATE
m
3.1
approval from an A-1 Roof 4
Trusses representative. REVIEW—ED BY -7
rz
PLAN DATE ARCH: N/A STRUCT: N/A .!! R -g
CUSTOMER JACQUIN& SONS, INC. Jo
to
JOBNAME A-1 ROOF TRUSSES ADDITION
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LOCATION FT PIERCE1 ST. LUCIE
=
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LOT # T1 0
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�A BLDG BLDG
THZSZ PL�NS AND ALL PROPOSED WORK E&. -
LA I LLC TYPE
ARE SUOJECT TO ANY COFI.RECTIONS -a �9
REQUIRED BY FIELD INSPECTORS THAT sl-
I,JAY BE NECESSARY IN ORDER TO JOB # 64215R MASTEtRPAGE 2of2
C-1,rjpLy WIT H ALL Arppl-fCABLE CODES.
&
eD A,
DRAWN SCALE I - T -E E
DATE MARCH 11, 2016
I VA /V1 T S.
Digitally signed by Anthony T. I
Tombo, III
Anthony DN: c=US, st--Florida, ImFort
Pierc�,. �=Whole House Rr
'T' To"If 0 n w - E
%
E gineering,cn=AnthanyT.
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FASCIA 404.C7 tt
............................. — — — --------
HIP LINE 162 it
..... .................. A FLORIDA CORPORATION
=
VALLEY LINE 159 ft
................ vs
SERIAL 4: SKH.1 ING AREA UNDER VALLEY TRUSSO AND Ph 772-409-1010 / Fax 772-409-1015
3B BCA2 21W0G&0004C12187DF WASTE MATERIAL NOT INCLUDED
BLDR TO VERIFY CAU�UILATIONS http.*Ilwww.aItruss.com leg- 2
27
a
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7
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I MECH. I
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OPENING L ----------
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EXISTING ON- STORY BUILDING
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NEW GIRDER TO SUPPORT
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HAN`D RAME
VALLEY'S
DASHED LINES =
EXISTING TRUSSES
-------------
w GIRDER TO SUPPORT
�z EXISTING ROOF & WALL A
EXISTING ONE STORY BUILDING
NOTE: VERIFY SETBACK FOR
EXISTING #1 HIP GIRDEMM
EXISTING ONE S1')1T,`l( '. ILDING
ASSUMED 6/12 PITCH WITH 2X6 HEEL HGT. & 20" OVERHANGS.
NOTE: ALL FLAT CEILINGS
NOTE: ALL WALLS SHOWN
ON LAYOUT ARE BEARING.
BEARING ELEVATIONS
EXdISTINVG WAL
HGT.
10,81,
EXISTING WALL,/
HGT.
10B" WALL HGT
132" WALL HGT
24'0" WALL HGT.
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LEDGER
132' TOP of FLOOR
3W DEEP 2X4 rLR TRUSSES
�_�16`0/C SPACING
.. ... . . . . ..............
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• NOTE: ALL TRUSS TO WALL AND/OR TRUSS TO
LEDGER CONNECTIONS BY BUILDER
*: - S � - r=
(UNLESS NOTED OTHERWISE)
.......... - — — - - ---_--_---- . . ........ - - ---------
• NOTE: ALL CEILING DROPS BELOW BEAM ARE
BY BUILDER (UNLESS NOTED OTHERWISE) 040 0
NOTE: THIS TRUSS PLACEMENT DIAGRAM IS TO z
SHOW TRUSS I.D. AND TRUSS LOCATION ONLY. 0 5
THE BUILDING DESIGNER IS REPSONSIBLE FOR THE r5
STRUCTURAL STABILITY OF THE ENTIRE STRUCTURE.
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REFER TO THE INDIVIDUAL TRUSS ENGINEERING
DRAWINGS FOR GRAVITY AND UPLIFT LOADS.
t;
FOR BRACING & ERECTION DETAILS REFER r. r=
TO BCSI-03 AND/OR ENGINEER OF RECORD
--------- - ---- -- ---------- ----- -------- - ------- - ---------
2 -a
2
E
REPRESENTS THE LEFT SIDE OF
EACH TRUSS DRAWING
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WALL HGT. E E
R,
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& CEILING HEIGHT
FIRST FLOOR. -a iz
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12
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LOADING
ROOF
FLOOR
WIND LOAD
....................
.. ....... .............
---- - -- ------------------------- ------- - - - - --------- -- -- - -
0 LIVE LOAD
so
so
ASCE 7-10
Ro
E
5
DEAD LOAD
15
15
170 MPH EXP C
............ _._____.______.._.._
. . . .... ..
. ......... .......... ......... .............
.................
------ -
LIVE LOAD
:LO*
0
CATEGORY 11
A
0
0
DEAD LOAD tO 5 ENCLOSED 5,9
SINGLE LEDGER REQ.BY BLDR. TOP @ 1312"
jI 2
a TOTAL LOAD 55 100 FBC-20:14 p
E
DOUBLE 2X LEDGER REQUIRED S
BY BUILDER, TOP @ 12'8-1/2" zo DURATION FACTOR 1.00 1.00 TPI - 2007
REV DATE BY REMARKS
PLUMBING CHASE TO
*7
s Ez.
BE VERIFIED IN FIELD 1 4/5/16 LA ADJUSTED COLUMN LOCATIONS TO 19'10".
BEFORE SETTING TRUSSES.
2 4/13/16 LA ADJUSTED FOR DUCT CHASES,
## = HANGER REQUIRED
jj
BY BUILDER.
0 In
z-
. ....... ................. ............... . . ....... . .............................. ... .. .... -'R f
It
...... ..... .................. ....... . ... ....... ......... . . . ....... ....... .. .. .. ... .. .. .. .. . .. ... . .. . ..
It is understood that above
conditions have been reviewed APPROVED
& are acceptable for the
fabrication at trusses, APPROVED AS NOTED p
elevations, pitches, overhangs,
REVISE AND RESUBMIT
fascias,ceiling
elevations/p itches, bearing
REJECTED r
conditions & all detail pertaining
to this truss placement plan. No a q g a a
back charges will be accepted ...... . ..................... L ........... .
DATE
THFAI PLANS AND ALL PROPOSJD WI without previous written 2 - .5
ARE SWOMIT TO ANY CORAECTIONS approval from an A-1 Roof
MQUIROD BY MILD (NSP-MMS THAT Trusses representative. REVIEWED BY at
. . ...............................
MAY BE NECESSAky If4 (AD" To ..... .. .............. ............ ri E
PLAN DATE ARCH: NIA STRUCT: N/A
2!
CNPLY MTH ALL APPLICABLE coDES,
E
CUSTOMER JACQUIN &SONS, INC. f
Z
1,e An JOBNAME A- I ROOF TRUSSES ADDITION
8T.JfjcIE COUNTY
BUILDING DIVISION 7 'S
REVIEWED , - =. r= 3�
INOR COMPL LOCATION FT PIERCEI ST. L LICIE A- -q
APIVIFWED By _V71II -------
.2 8
DATE t2. OF S 1�
---------- ---
PLANSANDMERW(
M.
MUST BE KEPT ON JOB OR COMMINITY -5 .2 p
NO INISPICTION VfiLL BE MADE 4451 ST LUCIE 8L VD, =— '= 0
, = -
LOT #
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JOB # 64215 MASTER PAGE III r r=
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. .......... .......... .... .... ........ L'.1.11 .. .. .. .. ... . .. ... . . .. . .. .. .. . .. .. .. .. .. .. .. .. .. .. ... . - ...... ......
E *2 -�E r=
ION DRAWN I SCALE
DATE MARCH 11, 2016
L IIA N. TS.
22
DqItaHy�Iq,edbyAwhcjnyT
T.�b., III
DN:,-US, st�Florlda, I-F�n PiI
I T04 211 A n t h o n y T. LL;
�-Whole Hou� EngIfteering,
vnyT.U.�,Ijj, :9 :9 5
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11 FLOOR 0
M-0 A I RUM
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ROOF 12191.68
TRUSSES
FASCIA 3661S9 5 W
I HIP LINE 162 ft
- A FLORIDA CORPORATION
L - 72
:VALLEY LINE, 159,09
Ph 772-409-1010 Fax 772-409-1015
SERIAL # SHEETING AREA UNDER VALLEY TRUSSES AND
WASTE MATERIAL NOT INCLILIDED http.�llwww.aItruss.com
38BCA221G00000G04C12a7DF BLDR TO VERIFY CALCULATIONS
I v I
I
4" 14' It 11P It 4P1 2'51/%8
It 4" 1'4" VIC
24-
IS MAX.
TOP @ 101V 1
MECH, I
ROOM ELEVATOR
L-------
18.51,
OPEN TO ABOVE
J
.4
STAIRWAY I I
OPENING L ---------- I
0
118 l'Il
1'4"
62- 0` 1 50,01,
44:
EXISTING ONE STORY BUILDING
'EXISTING ONI
VERIFY MENS
......
\TOSUPPORT
URINAL LOCATIONS
+ )
1 4" V 4" V 11 9" V I V 114tP1l'4--1-4",,l'4 4 1- 4- V V 1'4" T4"
2 \
NEW (GIRDIER To c;TTprnRT
EXISTING ROOF & WALL ABOVE
EXISTING GIRDER -------------- -------
30" D
4 FLOOR TRUSSES @ 16"O/C SPACING
CHASE'rHRU
STEEL BEAM?
....... ... - ............................... .................... . .......
C1. of COLUMN
30" DEEP 2X4 FLOOR TRUSSES @ II SPACING
to
INC WALL TOP @ l(W 4�_
266" 5- V
----------
Z=3
C.L. of CHASE
TWI
33" DEEP 2X4 FLOOR TRUSSES @ 16"O/C SPACING
W24 X 68 STEEL
BEAM
CLUDES WOOD TOP PLATE
4" 1'4" V 4` V 4-P V4" 9" V 11" 1- 4" 1- 41`� 1'4`� 1'4t' 1- 4", 1 -
62' Opt
4�-. 14- 1 � 4" 1'4'
0
NEW GIRDER TO SUPPORT
WALL & GABLE ABOVE ONLY
VALLE(S
DASHED LINES=
EXISTING TRUSSES
11 U I
>
. ...... . ... . .... ..... .. -----------
NEW GIRDER TO SUPPORT
EXISTING ROOF & WALL AE
EXISTING ONE STORY BUILDING
NOTE: VERIFY SETBACK FOR
EXISTING #1 HIP GIRDERM!
EXISTING ONE STORY BUILDING
ASSUMED 6/12 PITCH WITH 2X6 HEEL FIGT. & 210" OVERHANGS.
5010..
NOTE: ALL FLAT CEILINGS
NOTE: ALL WALLS SHOWN
ON LAYOUT ARE BEARING.
BEARING ELEVATIONS
10.8tt
IN 'A
EXIST] G W� ^Lt:.
liar.
EXISTING WAL
HGT.
10'8" WALL HGTAJI�Nll
132" WALL C.T.
I:
24'0" WALL HGT^�",
11HT=
'NOTE: ALL I-RUSS TO WALL AND/CIR TRUSSI 0
LEDGER CONNECTIONS BY BUILDER
(UNLESS NOTED OTHERWISE)
to to
-------------- - - Z
NOTE: ALL CEILING DROPS BELOW BEAM ARE A A- z A.
BY BUILDER (UNLESS NOTED OTHERWISE) to
NOTE: THIS TRUSS PLACEMENT DIAGRAM IS TO to
- �_
SHOW TRUSS I.D. AND TRUSS LOCATION ONLY. �c �
THE BUILDING DESIGNER IS REPSONSIBLE FOR THE R gc-
STRUCTURAL STABILITY OF THE ENTIRE STRUCTURE.
REFER TO THE INDIVIDUAL TRUSS ENGINEERING .2 g 2
III, E 7g cu C�
DRAWINGS FOR GRAVITY AND UPLIFT LOADS.
VE 15.
t.=-= gag -
FOR BRACING & ERECTION DETAILS REFER es
TO BCSI-03 AND/OR ENGINEER OF RECORD
4
.......... . ------------- - -!:.a
E
00
AEE
< REPRESENTS THE LEFT SIDE OF to
EACH TRUSS DRAWING
to
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R. THIS
1) REPRODUCTIONS OF THIS MAP ARE NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPE
SURVEY CANNOT BE TRANSFERRED OR ASSIGNED WITHOUT THE SPECIFIC WRITTEN PERMISSION OF ENGINEERING, DESIGN AND CONSTRUCTION, INC. IT IS A
VIOLATION OF CHAPTER 5J-17, FLORIDA ADMINISTRATIVE CODE, TO ALTER THIS SURVEY WITHOUT THE EXPRESS PRIOR WRITTEN CONSENT O-_ THE SURVEYOR.
ADDITIONS AND/OR DELETIONS MADE TO THE FACE OF THIS SURVEY WILL MAKE THIS SURVEY INVALID.
2) DESCRIPTION SHOWN HEREON PROVIDED BY THE CLIENT AND/OR THEIR AGENT AND IS BASED ON OFFICIAL RECORDS BOOK 1335, PAGE 2036, ST. LUCIE
COUNTY, FLORIDA.
3) UNDERGROUND UTILITIES, UTILITY SERVICES, FOUNDATIONS AND IMPROVEMENTS WERE NOT LOCATED AS PART OF THIS SURVEY.
4) THE LAST DATE OF FIELD WORK WAS __ .
5) REVISIONS SHOWN HEREON DO NOT REPRESENT A "FIELD SURVEY UPDATE" UNLESS OTHERWISE NOTED.
6) THE WEST LINE OF THE SUBJECT PROPERTY IS ASSUMED TO BEAR SOUTH DO- 09'26" WEST AND ALL OTHER BEARINGS SHOWN HEREON ARE RELATIVE
THERETO. ALL PROPERTY LINES SHOWN HEREON ARE BASED ON A BOUNDARY SURVEY OF THE SUBJECT SITE PREPARED BY ARCADIS, EAT D AUGUST 17, 2000,
PROJECT NUMBER "PL823BS01",
7) IN SOME INSTANCES, GRAPHIC REPRESENTATIONS AND SYMBOLS SHOWN HAVE BEEN EXAGGERATED TO MORE CLEARLY ILLUSTRATE THE ELATIONSHIP BETWEEN
PHYSICAL IMPROVEMENTS AND/OR LOT LINES. THE DIMENSIONS SHOWN SHALL CONTROL THE LOCATION, OF THE IMPROVEMENTS, OVER THE SCALED POSITIONS.
8) THE OWNERSHIP OF PERIMETER FENCES, WALLS, HEDGES AND LANDSCAPING SHOWN HEREON ARE NOT KNOWN AND ARE NOT LISTED AS ENCROACHMENTS.
THEIR RELATIVE LOCATION IS SHOWN IN RELATION TO THE BOUNDARY LINES SHOWN.
9) BY GRAPHIC PLOTTING ONLY SAID DESCRIBED PROPERTY IS LOCATED WITHIN AN AREA HAVING A FLOOD ZONE DESIGNATION "X", AREAS OF 0.27 ANNUAL
CHANCE FLOOD; AREAS OF 1% ANNUAL CHANCE FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS T AN 1 SQUARE MILE;
AND AREAS PROTECTED BY LEVEES FROM 1% ANNUAL CHANCE FLOOD, BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY (F.E.M.A.), ON FLOOD INSURANCE
RATE MAP No. 12111CO176J WITH A DATE OF IDENTIFICATION OF FEBRUARY 16, 2012, FOR COMMUNITY NUMBER 120285, IN ST, LUCIE COU[ITY, FLORIDA.
10) ELEVATIONS SHOWN HEREON ARE BASED ON THE FINISHED FLOOR ELEVATION SHOWN ON A BOUNDARY SURVEY OF THE SUBJECT SITE DREPARED BY ARCADIS,
DATED AUGUST 17, 2000, PROJECT NUMBER "P�823BSOV' SAID TO BE BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988.
11) LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THIS OFFICE FOR RIGHTS -OF -WAY, EASEMENTS OF RECORD, OWNERSHIP, ABANDONWENT'S, DEED
RESTRICTIONS, OR MURPHY ACT DEEDS. THIS INFORMATION SHOULD BE OBTAINED THROUGH APPROPRIATE TITLE VERIFICATION.
12) SECTION LINES AND MONUMENTATION SHOWN HEREON AND USED TO DETERMINE PROPERTY BOUNDARIES ARE BASED ON PREVIOUS SU VEYS AND HISTORICAL
SECTIONAL INFORMATION. SOME MONUMENTATION MAY HAVE BEEN DESTROYED, SINcE THE ORIGINAL DELINEATION OR RESOLUTION, OF 71HE ECTIONAL SURVEY.
13) TREE SIZE SHOWN HEREON WAS MEASURED AS DIAMETER AT BREAST HEIGHT AND IS SHOWN IN INCHES.
14) THE SURVEY MAP SHOWN HEREON DOES NOT NECESSARILY CONTAIN ALL OF THE INFORMATION OBTAINED OR DEVELOPED BY THE UNDERSIGNED SURVEYOR IN
HIS FIELD WORK, OFFICE WORK OR RESEARCH.
15) THE PURPOSE OF THIS SURVEY IS RECOVE7R EXISTING BOUNDARY CONTROL AND PREPARE A TOPOGRAPHIC SURVEY OF THE AREA OF FROPOSED
DEVELOPMENT BASED ON THE DIRECTION OF CLIENT.
DESCRIPTION
THE WEST 1/2, OF THE NORTHEAST 1/4, OF THE NORTHEAST 1/4, OF SECTION 31, TOWNSHIP 34 SOUTH, RANGE 40 EAST, ST.
LUCIE COUNTY, FLORIDA, LESS AND EXCEPTING THEREFROM THE RIGHT-OF-WAY Or ST. LUCIE BOULEVARD, AND LESS AND
EXCEPTING THEREFROM THE RIGH1--OF-WAY OF FORT PIERCE FARMS DRAINAGE DISTRICT.
bve
MICHAEL T. OWEN PROFFSSIONAL SURVEYOR AND MAPPER
I'LORIDA REGISTRATION #5556
2 1
1`1012076
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MICHAEL T. OWEN, P.S.M.
#5556
1934 TUCKER COURT
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PROJECT DESCRIPTION
GROSS FLOOR AREA: 4,714 sf ADDITION, GRADE LEVEL w/ 4,468 SF 2ND LEVEL
STRUCTURE: ENCLOSED TWO STORY ADDITION TYPE III NON-SPRINKLERED, UNPROTECTED
REINFORCED CMU WALLS w/ PRE-ENGINEERED WOOD TRUSS ROOF
wl MONOLITHIC PERIMETER FOOTING & SLAB
EXISTING BLDG: 5,246 sf GRADE LEVEL SAME CONSTRUCTION AS ABOVE FOR
TOTAL GROSS FLOOR AREA OF 9,714 SF AT GRADE, 4,468 SF 2ND LEVEL;
TABLE 503, FBC ALLOWS MAX. 3 STORIES, 19,000 SF.
MEAN BUILDING HEIGHT: 26'; HT AD�USTMENT FACTOR: 1.0
ROOF PITCH: 1112 WIND STAGNATION PRESSURE: 74 PSF
OVERHANG: 1 "
WIND SPEED (3 SECOND GUST): 170 MPH;
EXPOSURE: C
OCCUP. CATEGORY: 11
NET PRESSURE COEFFICIENT (C): -0.6 :-0,35 (MOST SEVERE)
WIND PRESSURE: -48.84 a +35.9 PSF
SHUTTERS: NO
IMPACT RESISTANT ASSEMBLY: YES
OCCUPANCY FOR TOTAL BLDG
OCCUPANCY: GROUP B (OFFICE & SHOWROOM), 2014 FBC SECTION 304
OCCUPANCY LOAD: 2014 FBC TABLE 1004.1.2
EXISTING BLDG: 5,246 sf GRADE LEVEL SAME CONSTRUCTION AS ABOVE FOR
FIRST FLOOR: 9,714 SF BUSINESS @ 100 sf/PERSON 97 OCCUPANTS
2ND FLOOR: 4,468 SF BUSINESS @ 100 sf/PERSON 45 OCCUPANTS
TOTAL BUILDING LOAD: = 142 OCCUPANTS
ID A
FIRE SEPARATIONS -
NO FIRE SEPARATIONS REQUIRED.
MEANS OF EGRESS
MEANS OF EGRESS: 2014 FBC TABLE 1016.2 & 1005.1
MAXIMUM TRAVEL DISTANCE: 200 FT FOR ADMIN. AREA
ACTUAL MAXIMUM TRAVEL DISTANCE: UNDER 150 FEET.
MIMIMUM EXIT WIDTH: 32"
0.2" EGRESS WIDTH PER PERSON GROUND LEVEL:
1. ADMIN. AREA:0.2% 97 OCCUPANTS TOTAL = 19.2"
2. 2nd LEVEL: 0.3% 45 OCCUPANTS = 13.5" FROM 2ND LEVEL
TOTAL EXIT WIDTH FOR BUILDING GRADE LEVEL = 144" > 32.7"
F GENERAL REQUIREMENTS
1. ALL WORK TO BE AS PER FLORIDA EXISTING BUILDING CODE 2014
AND TO MEET OR EXCEED ALL APPLICABLE LOCAL REQUIREMENTS.
2. GENERAL CONTRACTOR TO FAMILIARIZE HIMSELF WITH THE SITE PRIOR TO
FORMALIZING A BID FOR CONSTRUCTION.
3. GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL LABOR, MATERIALS,
UTILITIES, TESTING, WASTE REMOVAL, STORAGE, SECURING OF SITE,
ACCOMODATION, TRANSPORT/FREIGHT AND ALL OTHER COSTS RELATED TO
THE COMPLETION OF THIS PROJECT, UNLESS EXPLICITLY IDENTIFIED HERE.
4. OWNER IS RESPONSIBLE FOR ALL MUNICIPAL RELATED CHARGES SUCH AS
IMPACT FEES AND WATER CONNECTION, EXCEPT BUILDING PERMIT FEES,
WHICH ARE TO BE INCLUDED IN THE CONSTRUCTION BID.
5. GENERAL CONTRACTOR TO CHECK ALL DRAWINGS FOR ERRORS AND
OMMISIONS AND BRING THEM TO THE ATTFNTION OF THE ARCHITECT PRIOR
TO STARTING ANY WORK, OR ORDERING MATERIALS OF THE RESPECTIVE
DIVISION OF WORK. IF SUCH ERRORS AND OMISSIONS ARE NOT REPORTED
IN WRITING TO THE ARCHITECT, ANY RESULTING DAMAGES OR COSTS SHALL
BE BORN ENTIRELY BY THE GENERAL CONTRACTOR.
6. ARCHITECT IS NOT RESPONSIBLE FOR THE GENERAL CONTRACTORS' METHOD
OR MEANS OF CONSTRUCTION.
7. GENERAL CONTRACTOR IS TO KEEP SITE IN A CLEAN AND SAFE STATE
THROUGHOUT THE COURSE OF CONSTRUCTION. ON BUILDING TURN -OVER,
GENERAL CONTRACTOR TO CLEAN ALL SURFACES SO AS TO BE FREE OF
DUST, GREASE, STAINS, SCUFFS, ETC.
8. ALL WORK AND MATERIAL TO BE GUARANTEED BY GENERAL CONTRACTOR
FOR ONE YEAR AFTER CERTIFICATE OF OCCUPANCY.
iR
FOR: LIGHT FRAME ROOF ONLY
8%8" BRIGHT RED REFLECTIVE COLOR. PLACED WITHIN
24" TO THE LEFT OF THE MAIN ENTRY DOOR AND ALL
OTHER MAIN DOORS. PLACE BETWEEN 48" AND 72"
ABOVE WALKING SURFACE OR FINISHED FLOOR. SYMBOL
TO BE PLACED ON BUILDING PRIOR TO CERTIFICATE OF
OCCUPANCY.
(4)1/4" w/ 1.7T
MIN * EMBED EACH
SIDE TOP & BOT.
A
4 4" 4" 4" 4" 4"
S.FRONT WINDOW CLUSTERS
12 )� 42 �) MINIMUM
VR W'�A R
RECESSED
cy)
CD
WATER
CLOSET
0 0_)
24" X 36" -
FLAT GLASS
6 MIRROR
36 1) MIN.
12 )
WA
24 �)
CL
16
MIN
17 MIN.
FA CODE COMPLIANT
FAUCET AND FIXTURES
-AVATORg,
z
MIN.
:rHOT
WATER LINES
AND DRAIN SHALL
BE INSULATED
BATHROOM FIXTURE MOUNTING ELEVATIONS
1. ALL RESTROOM DOORS TO HAVE PRIVACY SETS, MALE/FEMALE NO SCALE
GRAPHIC & BRAILLE LABELS.
2. ENSURE & PROVIDE SOLID BACKING FOR GRAB BAR MOUNTING
PLUMBING FIXTURE CALC'S:
BUILDING OCCUPANT LOAD OF 142, OR 71 PER GENDER;
REQUIRED MINIMUM:
FPC 2014, TABLE 403.1, FOR BUSINESS, 1 WC /25 = (3) WC / GENDER;
1 LAVATORIES / 40 = (2) LAVATORIES;
I DRINKING FOUNTAIN MOO = (2) D.FOUNTAINS;
I SERVICE SINK REQUIRED;
FIXTURES PROVIDED IN EXISTING & NEW BUILDING ADDITION:
MEN:
4) WC; (5) URINALS; (6) LAVATORIES;
WOMEN:
(6) WC; (6) LAVATORIES;
GENERAL:
(2) DRINKING FOUNTAINS; (1) SERVICE SINK;
I""DESIGN PARAMETERS: CODE : FBC 2014
ARCHITECT/ENGINEER: RAYMOND CHLADNY
TYPE OF CONST.: CBS X WOOD FRAME: -
BLDG. DESIGN: ENCLOSED X PARTIALLY ENCLOSED -OPEN -
WIND SPEED (3 sec gust): 170 OCCUP. CATEGORY. 11
EXPOSURE C;
NET PRESSURE COEFFICIENT (C):+0.65:-0.29. (MOST SEVERE)
HT ADJUSTMENT FACTOR: 1.0
WIND STAGNATION PRESSURE: 74 PSF
MEAN BLDG. HEIGHT < 30ft.
OVERHANGS NONE ROOF PITCH 'FLAT'
ROOF D.L. : METAL: MEMBRANE: 15PSF L.L.=30
FLOOR L.L. N/A/ psf DL NLA psf
WINDOW/DOOR DESIGN PRESSURES: SEE ELEVATIONS
WIND PRESSURE: +42.1 : -48.5 PSF
SHUTTERS: NO
IMPACT RESISTANT ASSEMBLY: YES
LAVATORY SHOWN MAY NOT
MATCH FIXTURE TO BE USED
IN PROJECT - SHOWN FOR
DIMENSION ILLUSTRATION ONLY
LAV. DETAIL
2
U)
z
LU
z
0
0
CLEAR FLOOR SPACE
30" X 48" MIN.
STUCCO NOTES:
1. APPLY TWO COATS OF STUCCO OVER CONCRETE.
2. ON WOOD SHEATHING , GALV, NAIL GALV. STEEL MESH TO THE SHEATHING OVER MIN.
(2) LAYERS 15# ASPHALT FELT, AND APPLY THE STUCCO IN THREE SEPARATE COATS.
THE TOP COAT OF STUCCO To BE PAINTED.
PRODUCT APPROVAL
OPENING SCHEDULE SWING DOOR, GLAZED
DOOR, FIXED GLASS WINDOWS
NOA OR FL#
PRODUCT
MODEL NUMBER
MANUFACTURER
GLASS
DESIGN
PRESSURES
NOA: 15-0528.26
PICTURE WINDOW
SERIES: PW 720
PGT
TYPE 1
0& TAPCOk SCREWS @EA,
W4 W/1.75 EMBED INTO CONC. OR MASONRY
±58.2PSF
ALUM. IMPACT
MAX 12 , O.0 & 6" FROM CORNERS PER NOA
NOA. -0612.08
-15
STOREFRONT WINDOW
SERIES: SS 3500
PGT
TYPE C
TAPCO SCREWS @Ek
W/l. OR MASONRY MAX 12" O.C. & 6" FR4
VOL V EMBED INTO CONC
±120.OPSF
ALUM. IMPACT
ALUM. STOREFRONT SYSTEM
CORN (4)@4",2.25"OFF CENTER EACH SIDE ABUTTING WINDO
1 TAPCON SCREWS @EA. ROLE WA1.75" EMBED INTO CONC. OR M QNRY
m/�� _'�16"O.C. & 6"FROM CORNE PLUS (4)@CENTER OF
'@
NOk- 15-0612.09
OUT SWING IMPACT
SERIES: SE 3500
PGT
TYPE C
1120 PSF
STOREFRONT DOOR
ALUM. STOREFRONT SYSTEM
1& (4) 4 o.c. HEAD CORNERS -_ �_,_A
EVERGUARD PVC XK
GAF
5'-d�-�E EtIT F-ASf Egtl��T_h�� SUPPORT WR-UZIURK�w7--
FL3443_R14
ROOF MEMBRANE
SINGLE PLY OVER WD
DRILL-TEC#14 FASTENERS & 3" DRILL-TEC ACCUTREC PLATES 0 6" o.c.IN MIN. 5"
-82.OPSF
DECK NOT INSULATED
WIDE SIDE LAP OF SHEETS FOLLOWED BY MIN. 1.2" WIDE HEAT WELD
FL#17071.2
STUCCO SOFFIT
5/8"HIGH-RIB LATH
WORTHINGTON
5/13"IIIGH- RIBBED LATH ATTACHED W/ 2" #10 WD SCREW
BESIDE EACH RIB & AI.90 (1) BETWEEN EACH RIB. MAX 6" O.C.
±75.OPSF
ARMSTRONG
ALONG EACH TRUSS & NAILER(MAXffO.C.) W/ STUCCO FINISH.
"PBR"
MBCI, L.P.
PANEL ENDS: #14xl.25" SMS w/ WSHRS @ 2.5"FRON CORNER, 7", 5", 7". 5" ETC.
FL#11917.5
PRE -FIN. MTL CLADDING
PANEL, 26ga
HORIZONTALLY,
+150 PSF
PANEL FIELD: #14xl.25" SMS W/ WSHRS @ 12"o.c. HORIZONTALLY,
-142.5 PSI
PANEL LAPS: 1/4-14x7/8"w/ WSHRS @ 20"o.c. VERTICALLY;
FOR WOOD FRAMED SUBSTRATE USE #14 SCREWS TO MIN. 1.5" THICK MEMBER w/ MIN. 1.375" EMBED.
I HAVE REVIEWED THE ABOVE COMPONENTS AND CLADDING, AND HAVE APPROVED THEIR USE IN THE STRUCTURE TO PROVIDE ADEQUATE RESISTANCE TO THE WIND LOADS AND FORCES SPECIFIED BYTHE CURRENT CODE
PROVISIONS IN ACCORDANCE WITH FBC 2014, SECTION 1609
PER FBC2014 TABLE 503
TABLE 601/602 SCHEDULE OCCUPANCY:B
CONSTRUCTION TYPE 111113 ALLOWABLE AREA FOR B- 19,000 sf
SPRINKLERED (FUTURE) & TABLE 704.8 3 STORY FOR BLDG TYPE III, UNPROTECTED
UNPROTECTED, SHELL NOWSPRINKLERED
STRUCTURAL ELEMENT (USE MORE THAN ONE LINE IF NEEDED.)
ALLOWED
ACTUAL
PARTY WALL:
N/A
N/A
INTERIOR BEARING WALLS:
SUPPORTING COLUMNS, OTHER BEARING WALLS OR MORE THAN ONE FLOOR:
0 HR
2 HR
SUPPORTING ROOFS ONLY:
0 HR
0 HR
EXTERIOR BEARING WALLS:
SUPPORTING FLOOR(S) & ROOF:
2 H R
2 HR
COLUMNS:
SUPPORTING OTHER COLUMNS OR FLOOR(S):
0 HR
0 HR
SUPPORTING ROOFS ONLY:
0 HR
0 HR
BEAMS, GIRDERS, TRUSSES AND ARCHES:
SUPPORTING OTHER COLUMNS OR MORE THAN ONE FLOOR:
0 HR
0 HR
SUPPORTING ONE FLOOR ONLY:
0 HR
0 HR
SUPPORTING ROOFS ONLY:
0 HR
0 HR
FLOOR & FLOORICEILING ASSEMBLIES:
10 HR
0 HR
ROOF & ROOFICEILING ASSEMBLIES:
10 HR
0 HR
(USE ONE LINE PER WALL IF NEEDED)
DISTANCE FROM COMMON OR
ASSUMED PROPERTY LINE:
REQUIRED FIRE RATING
AND % OF OPENING:
ACTUAL FIRE RATING AND
OF OPENING:
EXTERIOR BEARING WALLS
AND GABLE END OF ROOF:
>30' 0 REAR/SOUTH
0 HR, NL
0 HIR & 0% UPO
LIMITING DISTANCE BETWEEN
EXTERIOR BEARING WALLS
>30' @ WEST
0 HR, NL
0 HR,12% UPO
LIMITING DISTANCE BETWEEN
EXTERIOR BEARING WALLS
>30' @ EAST
0 HR, NL
0 HR, 10% UPO
LIMITING DISTANCE BETWEEN
EXTERIOR BEARING WALLS
>30' @ FRONT/NORTH
0 HR, NL
OHR & 70% UPO
WEATHER RESISTANCE:
1. WEATHER EXPOSE REINFORC'D CONCETE (FLAT SURFACES) TO HAVE TOP
SURFACE OF CONCRETE TREATED w/ CLEAR NON-FLAMABLE PENETRATING
SEALER. ALKYL-ALKOXY SILANE CLASSIFICATION, SUCH AS SONNEBORN
PENETRATING SEALER 20, HYDROZO ENVIROSEAL 20 OR OTHER APPROVED
PRODUCT.
2. APPLICATION AS PER MANUFACT'R'S DIRECTIONS & SPECIFICATIONS.
FORMWORK & SHORING:
1. NO STRUCTURAL CONCRETE SHALL BE STRIPPED UNTIL IT HAS REACHED
AT LEAST 80% OF THE 28-DAY DESIGN STRENGTH.
2. DESIGN, ERECTION & REMOVAL OF ALL FORMWORK, SHORES &
RESHORES SHALL MEET THE ACI STANDARDS 347 AND 301.
MASONRY WALLS:
1. MASONRY UNITS SHALL MEET ASTM C-90 FOR HOLLOW LOAD BEARING
TYPE MASONRY wl UNIT STRENGTH OF 1900 PSI ON THE NET AREA (f'm=
1500 PSI). MORTAR SHALL BE TYPE "M" OR "S" AND MEET ASTM C-270.
2. GROUT SHALL BE 2500 PSI MIN. COMPRESSIVE STRENGTH & MEET ASTM
C-476 w/ SLUMP BETWEEN 8" & 10". MIX NUMBER OR OTHER POSITIVE
IDENTIFICATION SHALL SPECIFICALLY IDENTIFY MIX.
GENERAL PLAN NOTES
Gl. DESIGN PARAMETERS
DESIGN LOADS: UNLESS NOTED OTHERWISE (U.N.O.) IN SPECIFIC NOTES
ROOF LOADS� DEAD LOAD (D.L.): 25 PSF (STANDING METAL SEAM)
LIVE LOAD (L.L.): 3OPSF
lst FLOOR LOADS: DEAD LOAD (D.L.): 50PSF (CONCRETE)
LIVE LOAD (L.L.): 10OPSF (0% DURATION INCREASE)
G2. INTERIOR NON -BEARING WALLS: WOOD OR METAL 2x- STUDS 0 24" O.C., UNLESS INDICATED OTHERWISE.
A. WOOD FRAMING: SYP # 2 OR BETTER.
3. METAL STUDS AND JOISTS, LOADING, THICKNESS OF SPANS TO
MEET TABLE 1 TO 11 OF THE CEMCO DESIGN BOOKLET.
G3. HEADERS MAY BE CUT OR NOTCHED AT THE ENDS ONLY. OTHERWISE THEY SHALL NOT BE REDUCED
IN STRENGTH.
G4. LUMBER EXPOSED TO WEATHER OR CONTACTING CONCRETE OR STEEL SHALL BE PRESSURE TREATED.
G5. FRAMING CONTRACTOR IS RESPONSIBLE FOR TEMPORARY BRACING DURING ERECTION OF TRUSSES
AND FOR ALL PERMANENT BRACING PER HIO-91 SUMMARY SHEET.
G6. GENERAL CONTRACTOR SHALL COORDINATE ARCHITECTURAL, STRUCTURAL, ELECTRICAL, AND MECHANICAL
WORK FOR ANCHORED, EMBEDDED, AND SUPPORTED ITEMS WHICH AFFECT STRUCTURAL INTEGRITY.
NOTIFY ENGINEER OF ANY DISCREPANCIES IMMEDIATELY PRIOR TO ANY CONTINUATION OF WORK.
G7. ALL ANCHOR POSITIONS ARE ±1/2".
G8. ONLY STANDING METAL SEAM AND FASTENERS FROM THE BUILDING DEPARTMENTS' LATEST APPROVED ROOF
COVERING MANUFACTURERS LIST (IF APPLICABLE) SHALL BE USED. TESTING DATA FOR FASTENERS
SHALL BE PROVIDED UPON REQUEST.
G9. MINIMUM DESIGN PRESSURES FOR OPENINGS ARE INDICATED ON ELEVATIONS.
Gl 0. ALL STEEL REINFORCEMENT IS GRADE 60 U.N.O. ON PLAN
Gl 1. ALL CONNECTORS SHALL BE INSTALLED PER MANUFACTURES SPECS
G12. ALL EXTERIOR BLOCK WALLS BETWEEN OPENINGS WITH REINFORCED DOWN POURS AT EACH END ARE
SHEAR WALLS.
G13. FUTURE A/C ROOF TOP PACKAGE UNIT LOCATIONS MAY VARY. VERIFY LOCATION WITH OWNER.
Cl 4. SLAB SHALL BE RECESSED ON ALL DOORS.
Cl 5. SEE FLOORPLAN FOR PLACEMENT OF VERTICAL REINFORCEMENT.
ST. LUCIE COUNTY
PLAN REVIEW
PLUMB:
DATE: 0
MECH:
DATE:
11
THES12"LANS AND ALL PRQPOSI-�o WON(
A R E S U,$J ECT TO ANY C 0 r%j mr,-,j 0 tjq
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSAMY IN II TO
c ON P LY IM T H ALL AP 1`12- V:�_ E C 00 ES,
87. LUCM CGUM FME BMTMW
RMWED FOR COMn
SUBJECT TO I an
SEE ATTACKEE WSS."m
REVIE"D BTf
rom
OR IC-01 ON WM
MAY 2 5 RECD
.1.1 4Ajunoo aionj,iS
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C/D
D
START DATE: I
NO.REVISION/ISSU,
I E
Zi,
1ST -REVISION
-2Y-2ND-REVISION
ZK
3RD-REVISION
CLIENT:
A-1 TRUSS COA
4451 ST LUCIE I
FT. PIERCE, �
c 0
1\ SCALE: N.T.S. f�
b
I
0
REMOVE & STORE
WINDOWS & FRAMES
Ail �l 0
m
0
PROVIDE 2x6 0 16"oc
SHORING UNDER
TRUSSES PRIOR TO
REMOVING CN
WATER
METER
--------- T ------- — -- T__
00
_0
REMOVE WALL &
AFFECTED CEILING
TILES & GRID FOR
REPLACEMENT
16--8"
0
I
N
REMOVE ROOF COVER,
0
I
CUT OUT FOR NEW
FINISHED
C)
��-COLIJMNS
& SLAB
-
36"x6'-8" wl PAINTED
GYP.
ro
m
FOR NEW ADDITION
BIRD RETURN HEAD
& JAMBS
00
00
I
I
,
i,1,CUT OUT FOR NEW
FINISHED -------
T-
REMOVE WALL &
36NC-8" w/ PAINTED
GYP.
$Ilo
-AFFECTED CEILING
BIRD RETURN HEAD
JAMES
TILES & GRID FOR
C)
1
4
7ff�
REPLACEMENT
04
1 L
C-4
C-4 -
REMOVE & STORE 0
00
00
-DOORS, FRAM
r -------------
.ICUT OUT FOR NEW
FINISHED
—
HARDWARE
:
36"x6'-8" w/ PAINTED
GYP
BIRD RETURN HEAD
& JAMBS
IL ------------- I
0
—
rl
00
<
REMOVE ALL ELECTRICAL
&
<
C-)
I --------------- - -
�-LIGHTS
IN COVERED ENTRY
---------------
TO BE REMOVED.
0
2 0
11
3LO68
I
rl
:1
iv
1
--------
_011
REMOVE THIS CMU
0 16"o.c. WALL, LEAVING
BOND BEAM 33-
SHORING UNDER ROOF--,
4
PROVIDE 2x6 5" CUBICAL WALLS
_
TRUSSES PRIOR TO
�
Z_
REMOVING CMU WALL
<
I Oil .11
.
0
i i
-0
T
1,4
D
D
0
11
11
S4
<
3:
<
c)
m
�00
rl
a)
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AFFECTED CEILING
TILES & GRID FOR
REPLACEMENT
50'-0"
3" SANI
@ CLEANOUT
CID
C>
E3
CD
WK
REMOVE THIS
DOOR & FRAME
FOR WALL INFILL
REMOVE WALL &
AFFECTED CEILING
TILES & GRID FOR
REPLACEMENT
----------
REMOVE WALL &
AFFECTED CEILING
REPLACEM
TILES & GRID FOR
----------------------
&
LIN��
FORN-,--_
3'-0"
EMOLITION PLAN
if 11
SCALE: /16 = 11-0
0
1
c)
0
DEMOLITION NOTES:
1 CONTRACTOR TO VERIFY FIELD COND11IONS COMPLY WITH THE DRAWINGS PRIOR TO COMMENCING
WORK AND REPORT ANY FIELD DISCREPANCY TO ARCHITECT.
2. ALL DEMOLITION ACTIVITY SHALL BE COORDINATED WITH THE OWNER/MANAGEMENT
PRIOR TO COMMENCEMENT.
3. ALL EXISTING WINDOWS, DOORS AND FINISHES SHALL BE PROTECTED & KEPT FROM DAMAGE
DURING DEMOLITION. IN THE EVENT THAT DAMAGE DOES OCCUR THE
CONTRACTOR/SUB-CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING DAMAGED GOODS.
4. COORDINATE ALL DEMOL11ION WORK WITH CONSTRUCTION, POWER/TELEPHONE/DATA, AND
FURNITURE/EQUIPMENT CONTRACTORS, SUPPUERS.
5. DEMOLISH EXISTING WALLS, DOORS, DOOR FRAMES, MILLWORK AND ELECTRICAL AS INDICATED ON
PLAN.
6. CHIP OFF STUCCO FROM ALL EXTERIOR WALLS TO NOW BECOME INTERIOR WALLS;
7. CONTRACTOR TO PROTECT EXISTING VCT FLOORING AND OTHER FINISHED TO REMAIN WITHIN THE
WORK AREA & ALSO ON ROUTE TO THE DISPOSAL AREA.
8. CONTRACTOR TO FLASH PATCH AND REPAIR ALL CEILINGS, FLOORS AND WALLS WHERE
DISRUPTED OR DAMAGED DURING DEMOLITION ACTIVITIES.
9. LANDLORD SHALL PROVIDE FOR CONTINUOUS OPERAT10N OF ALL BUILDING UTILITIES, INCLUDING
SECURITY, FIRE ALARM AND FIRE SUPPRESSION SYSTEMS DURING THE COURSE OF DEMOLITION
WORK.
10. ALL DOORS, FRAMES & HARDWARE TO BE REMOVED SHALL BE SAFELY STORED AND RETURNED
TO BUILDING MANAGEMENT. ALL EXISTING DOOR FRAMES TO REMAIN SHALL BE INSPECTED AND
REPAIRED TO FULL FUNCTION OR REPLACED AS NEEDED.
11. REMOVE ALL UNUSED AND UNNECESSARY WIRES AND CABLES NO LONGER REQUIRED.
12. CONTRACTOR TO ENSURE HVAC SYSTEM IS NOT RUNNING DURING ANY WORK WHICH MAY
CREATE DUST OR CONTAMINATE
13. PROVIDE SHORING OF ROOF TRUSSES PRIOR TO CUT OUT ANY BEARING WALLS;
REMOVE EXISTING
CABINETS & SINK
FOR NEW
IOVE & STORE ALL
)IRS, FRAMES,
!DWARE & APPLIANCES
CATED FOR RE -USE
WATER M
METER R
-------
TRANING RM
REMOVE 48'1
I WINDOW & INFILL w/
WOMEN 1 CMU & PT1 x2 & GYP.
I
BIRD BOTH SIDES
NEW #5 VERTICAL
-DOWEL IN FILLED
EXISTING CMU CELLS
2
5
REMOVE 48'1 \ \
WINDOW & INFILL W/
GYP
CMU & PTlx2 & GYP.
Lu BIRD BOTH SIDES
e 110% FUTURE
m
%.J F
CONFERENCE
c
ROOM
REMOVE
12'-4"
4
STOREFRONT & INFILL w/ cc
//fCMU & PTlx2 & GYP. BRID I
BOTH SIDES AS INDICATED 3'-
STORAGE c
c
I
6'-0" 6'-0'1
0
C14
%
2-306 -3068 NANY I
F--
4 STORAGE i c
uj
2-3068 2—W58
. . . . . . . . . .
77
FUTURE
-a
Lu COPY
ROOM
REMOVE 48"x4O"
WINDOW & INFILL w/
0 CMU & PTlx2 & GYP.
I BIRD BOTH SIDES
DOB
Lu
ui
11
S
WALL TYPE
LEGEND
2x4 FRAMED WALL NEW EXTERIOR WALL
GYPSUM FINISHES BOTH SIDES TFFFFFFE= REINFORCED CBS w/
8" GMU INFILL
STUCCO FINISH
wt PT1 x2 STRAPPING &
SI
GYPSUM FINISHES BOTH DES
IN AS 4.5'THICK;
LOAD BEARING 2x6 WD Ca) 16 _O.c. 5/8..
IN AS 6.5" THICK;
TYPE-X GYPSUM FINISHED BOTH SIDES
1.25" INSIDE;
w/ 5.5" BATT INSUL.
NEW 2x6 FRAMED BRIG. WALL
NEW 2x4 FRAMED WALL IN EXISTING
w/ 5.5" BATT INSUL.&
TYPE-X GYP. BIRD FINISH
BUILDING. GYPSUM FINISHES BOTH
BOTH SIDES
SIDES w/ 3" BATT INSUL.
NEW GIRDER TRUSS
LIFT
'AT
� I_!%O'-O"
REMOVE EXISTING GABLE TRUSSES,
PLYWD SHEATHING & ROOFING
WHICH ARE ON TOP OF TRUSSES
UNDER NEATH TO REMAIN. PROTECT
FROM WATER ENTRY & DAMAGE.
16'-8
11 -ABOVE. SEE 2ND 1
FLOOR FRAMING PLAN 10
—6-10
11 u u
NEW #5 VERTICAL
'02% 11 �DOWEL IN FILLED
EXISTING CMU CELLS
Picr
0 DESIGN ASSIST.
_0
MANAGER
+u
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0
00
00
—101.
4,-10�,
r
0
.0
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C.S. H.R.
STORAGE
Men
0
ALI
MICROW
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DESIGN
ASSIST ESTIMATING -01) 3-8
MANAGER b
MANAGER
BREAK M
REPLACE B
REAKRM CABINETS w/
NEW. SEE SHOP DRWGS BY OTHERS
1 890C
10
01
4'-21" 6'-1
-10" Q� I
0
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191,
I
36'-9"
3008 PKT
0
4'- 9 4'-9" 4'-9"
rl
r-
IT
OFFICE 0)
50'-0" EXISTING BUILDING
REVISIONS T
EXISTING PLAN
SCALE: 3/16" = V-0
THUE rV*slS AND ALL PROPOSM WON(
ARE SUNECT TO ANY CONIECM42!3
REQUIRED BY HUD INSPECTOFS THAT
MAY BE NCCESSARY IN LArAM TO
C.-C.10ILY VITN ALL APFUOMME CODES.
0
rn
to
I
J-)
0
I
r-
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.
0
z
x
ui
z
D
START DATE: 10.14.15
NO.REVISION/ISSUE
DATE
1 ST-REVISION
2ND-REVISION
_iRr) R VI IC)W
SRr) -RFVII;ION
CLIENT:
A-1 TRUSS COMPANY
4451 ST LUCIE BLVD,
FT. PIERCE, FL
LICENSE NO.
AA26002573
ARCHITECTURAL NOTES:
1. FIELD CONFIRM ALL DIMENSIONS;
2. ALL INTERIOR WALL FINISHES TO BE PAINTED GYPSUM, EXCEPT WALLS
INDICATED IN RESTROOMS, WHICH ARE TO HAVE 60" HIGH CERAMIC TILE;
3. ALL INTERIOR WALLS STUDS TO BE WOOD OR MIN. 25ga STEEL 2x4 @
MAX. 24"o.c. w/ 3" BATT. USE 20ga IF SUPPORTING CABINETS;
6. WINDOW RETURNS ON JAMBS, HEADER TO BE DRYWALL RETURNS &
CULTURED MARBLE WINDOW SILLS;
7. IF NOT ALREADY EXISTING, PROVIDE ONE KNOX BOX IN OWNER
DESIGNATED LOCATION;
INTERIOR FINISHES:
1. FLOORS: AS FOLLOWS: COLORS & STYLES BY OWNER & POINT #6 BELOW:
OFFICES & MEETING ROOMS: LEVEL LOOP JUTE BACKED, NON -STATIC COMMERCIAL GRADE;
RESTROOMS: 12"SQ NON -SLIP CERAMIC TILE;
ENTRY FOYER, RECEPTION & 1 ST FLOOR CORRIDOR: 18"-24"SQ NON -SLIP CERAMIC TILE;
2. INTERIOR WALLS: PARTITIONS: PINTO 1/2" GYPSUM BIRD, 1 PRIMER, (2) FINISH SATIN LATEX.
3. BASE BOARDS: VINYL TO MATCH EXISTING;
AS FOLLOWS:
INTERIOR EXIT STAIRS & EXIT PASSAGEWAYS, MINIMUM CLASS'N;
INTERIOR CORRIDORS & ENCLOSURES FOR EXIT ACCESS TO STAIRS & EGRESS, MINIMUM C":LAS1S'B;
OFFICES, SUPPORT ROOMS & HALLWAYS: INTERIOR WALL AND CEILING FINISH MATERIALS
SHALL BE MINIMUM CLASS 'C';
6. INTERIOR OF EXTERIOR WALLS: PT 1x2 @ 24"o.c. w/ MIN. R-4.1 INSULATION w/
GYPSUM FINISH AS DESCRIBED ABOVE;
7. PROVIDE BINDER BARS AT ALL CHANGES IN FLOOR MATERIAL INSIDE DOORWAYS UNDER
DOORS WHEN CLOSED;
8. ON RESTROOM WET WALLS, USE 1/2' CEMENT BIRD w/ 4"SIQ NON -PERVIOUS CERAMIC
TILES ON WALLS 60" HIGH. BULL -NOSE TILE ALL EXPOSED EDGES. COLOR BY CLIENT.
9. SEE FLOOR PLAN FOR LOCATIONS OF 60" HIGH CERAMIC TILE FINISHED WALLS;
CLASS A: FLAME SPREAD INDEX 25 OR LESS
CLASS B: FLAME SPREAD INDEX 26 TO 75
CLASS C: FLAME SPREAD INDEX 76 TO 200
SUSPENDED INTERMEDIATE -DUTY ACOUSTICAL CEILING SYSTEM OF 2'x2' TILES PER:
2014 FBC 808.1.1.1 SUSPENDED ACOUSTICAL CEILINGS. SUSPENDED ACOUSTICAL CEILING SYSTEMS
SHALL BE INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF ASTM C 635 AND ASTM C 636.
SEE ATTACHED ESR-1308 REPORT STATES THAT THE ARMSTRONG SUSPENSION SYSTEMS ARE
CLASSIFIED AS INTERMEDIATE DUTY OR HEAVY DUTY PER ASTM C635
ASTM C 635 COVERS METAL CEILING SUSPENSION SYSTEMS USED PRIMARILY TO SUPPORT
ACOUSTICAL TILE OR ACOUSTICAL LAY -IN PANELS. SUSPENSION SYSTEMS HAVE THREE STRUCTURAL
CLASSIFICATIONS, AS DESCRIBED BELOW:
THIS SYSTEM TO BE AN INTERMEDIATE -DUTY SYSTEMS CEILING, DUE TO ANTICIPATED LIGHT
FIXTURES AND AIR DIFFUSER LOAD.
ASTM C 636 COVERS THE INSTALLATION OF SUSPENSION SYSTEMS FOR ACOUSTICAL TILE AND LAY -IN
PANELS.
GRANITE COUNTER
16
TOPS COLOR &
EDGES BY OWNER.
E,
to
LIZ
4T,
24" Duplex Recept &
Data Jacks
Bracket Design
per Owner
Laminate--�
�MIN- 30" WIDE 19"
DEEP CLEAR KNEE
Wainscott Finish
SPACE FOR SEATING.
A I
BASE BRD
_--SEE DRAWER
BANK DETAIL
L
t'-t THIS PAGE
-
-----------
11 brawer
SEE MILLWORK SHOP DRWGS BY OTHERS.
j/A2
0
------------
Bank
RECEPTION
COUNTER
-SCALE: N.T.S.
2" RADIUS CORNERS
ON HIGH TOP END
L�_' Z/
GRANITE COUNTER
TOPS C01DR &
EDGES BY OWNER.
RECEPTION COUNTER
247"'-
1
1_6
SCALE: TT8 �=1-0"
1/
1! �`7
DRAWER
jlkti,�FRAMED
KNEE WALL
ACCESSIBLE
COUNTER
DRAWER
::Y
17
_--1/2- PANEL DRAWER
SIDES & BACK
DRAWER
CUD
D
;:�r
`�__'IQNEL DRAWER
BO M
PLASTIC LAMINATE 01�
DRAWER FACES & ED�
_ILI
-HAVE
�_�BASE FRAMING
NOTE: ALL DRAWERS
FULL SUSPENSION RAIL
SYSTEMS, TYPICAL
SEE MILLWORK SHOP DRWGS BY OTHERS.
RECEPTION COUNTER z!N
SCALE: N.T.S.
DOOR SCHEDULE
DOOR SIZE DOOR FRAME
FIRE
REMARKS
NIOEXHIGHXTHI�
PROFILE FACE ___6ORF_ FINISH MATERIAL ITHRESHOLD
FINISH
RATING
A
j2)3'-T X T-W X 1-314'
1
ALUM
EMP GLS
MFR.
ALUM,
I ALUM.
MFR.
EXT. DR. w/ PUSH PANEL, KEY SET, CLOSER
B
T-O" X T-1)" X I T4'
1
ALUM
TEMP GLS
MFR.
ALUM.
I ALUM.
MFR.
SEE NOTE FOR THIS DOOR BELOW
C
T-1)" X 6'-8" X 1 -&8'
4
W-00D
--§-o-Ll[)
PAINT
G.STEEL
PNT
INT. DR w/ KEY SET & VENTING LOUVERS
D
3--0.'Xs'-8.'Xi-W8.
5
BY LIFT
MANFKR
PAIN I
u.6 I Lt:l_
PNT
1 HR
THIS DOOR SUPPLIED BY LIFT MANUFACTURER
E
3'.0" X V-11" X I-&S'
5
WOOD
:PIS-OLII)
OLID
STAIN
POCKET
PNT
WASSAGE SET
F
T-1)" X 6'-8" X I �8'
2
WOOD
STAIN
POCKET
PNT
INT. DR w/ KEYED DEAD BOLT
G
3--o-, X 6. a., X 1 &8-
2
WOOD
SOLID
STAIN
-==
PNT
INT. DR w/ PASSAGE SET, CLOSER, (2)KICK PLATES
__TF_
2'.8" X 6'.8" X 1,98"
2
WOOD ---SOU[07---g-TAlN--G7STEEE----7NT--
INT. DRw/ KEYED DEAD BOLT
I
Z-13" X 6'-8" X 1 �18"
5
WOOD
§0_L_jD.
STAIN
G.STEEL
PNT
PASSAGE SET
i
(2P�T X 641' X 1-98
1
WOOD
TEMPGLSI
S
G. T
PINT
PASSAGE SET, PINS ONE LEAF
K
T-0"X 6-8'X 1 -XV
2
FIBERGLS
INSUL
PAINT
G.STEEL
ALUM.
PINT
EXT. DR. w/ W.STRIP, INTERIOR PUSH PANEL, CLOSER
NO EXTERIOR HANDSET HARDWARE
DOOR NOTES:
DOOR PROFILES:
1. ALL RESTROOM MALE/FEMALE GRAPHIC & BRAILLE _ABELS OUTSIDE ENTRANCE DOOR.
2 DOOR -B . LEVER SET ONE SIDE & PUSH PANEL OTHER .1 ELECTRIC RELEASE DEAD BOLT CONTROL FROM RECEPTION DESK,
1 ALL RESTROOM TO HAVE CLOSERS. KEY SET & CLOSER;
4, ALL INTERIOR DOORS TO BE NEW, FLUSH S.C. ROTARY BIRCH PROFILE #1 wl I<NOCK-DOWN METAL FRAMES wl
STAIN F NISH TO MATCH EXISTING. ENSURE JOINTS ON FRAME ARE FLUSH & NON VISIBLE AFTER PAINTING;
5. DOOR HARDWARE TO BE LEVER TYPE. ADA COMPLIANT A BE BRUSHED NICKEL FIN., W1 MED. DUTY COMMERCIAL
USE 1 5 PAIR BB. HINGES, LOCK CYLINDERS & STRIKES, MASTER KEYED WITH EXISTING LOCKS.
KEYSETS TO HAVE BOLT TYPE STRIKES;
6. ALL STEEL DOORS & FRAMES TO BE GALVANIZED.
7. ALL EXTER DOOR FRAMES TO HAVE THRESHOLDS, CLOSERS A WEATHER siTRIPPING.
�OR
8. ALL E�ER OR DOOR FRAMES TO BE WELDED HOLLOW FRAMES.
PROFILE I
PROFILE 2 PROFILE 3 PROFILE 4 PROFILE 5
To BE BRUSHED CHROME FINISH, MEDIUM DUTY MAKE SAME AS EXISTING & ADA COMPLIANT.
LL=1
J�A AL N PRESSURES AS PER ELEVATIONS.
I
WATER M 3" SANI
METERR 50'-0" @ CLEANOUT
MA-111 ROD]
AA�TRIU6SEI.
1. . .............
3
0
62'-0" 1 c6NFiRPI L�V MAX. WIDTH
_0 TO MAINTAIN 30" WIDE
14'-6" 12'-0" 7'- 7 4" 7'-74" 8'- 0 J� 9'-5" FLOOR CLEAR -SPACE
8'-8" 10'-4" lo" 60.5" 24" 1 20 xe-8" CABINET DobR
W1 (4) 18" DEEP SHELVES
jjLLLLqL_LLLLLLm" I- L LmLL I I 11101 L�LjLjiqi - _rm I ABOVE HWT
0 0 0 ll I I . . . . . . .
0" 1 . . . TRAINING RM
CD
I I . . REMOVE 48"x4O"
FRO 97 Fi-121 50" HI H WINDOW,&.INFILL w/
ME CALE P�IVER -`CMU & PTlx2 & GYP.
CEMEN 'BRD- BIRD BOTH SIDE'S
L_j
EVP . . . . . .
CONTROLLS�
CD OFFICE
OFFICE OFFICE Ai -I
LL1 . ... . . .
L WALLS W/
_b 60" HIGH c.rLE-
OVER CEMENT BRID 0
I
8
24'-74" 00
00
I
--lf 9'-6 J 9 30"
cli I
F 2x4024"b.c. FRAMED WALL
40'-31" OVER EXISTING CMU WALL
so
FOR (2) NEW ELECT.
[F] 5 L_
8,-81" 8'- 4" 8'- 4" 6'- 104" PANELS
. . . . . . . . . . .
n CONFERENCE
M it . . . . . . .
_0 ROOM Of
0
0
=0 81
. . . . . . . . . . . . .
0 7'-5" V) 9'_ M02 6'- 0" C I D
FUTURE
OFFICE
o OFFICE _0
C
C
YL WAL
CONFERENCE
117
AHU FOR 1qT Ll
I LEVEL ABOVE I I ROOM
MACHINE F?m---,., ACH., OF ICE . . . . . . . . . . . .
0 . . . .
U-1
(a)o I - ItIL . . . . . . . . . . . . . .
Uj >_ 3 -7' 46" 04" . . . . . . . . .
0) . . . . . . . . . . 3'- 5-
F_ . . .
C
5
z I
Ell C'j
Cot)
LU > 1027.1 EXCEPTION11 'WI 1 STORAGE,
i j LU LU
1&2 FOR MAX. Oil '00 LAM 0
EM I Ell I . . . . . .
10
50% STAIR THRU 611 1
I CO -loll
3070 - -(0 0 n
I =="' �� LOBBY 1 1 14
< \/,\/
>_ . . . . . . . . . .
FOYER
I 1 00
_0 10 liul 1 115-72 ... . . . . . . . . .
z '(030 x14" SHEL 1009.3 EXCE I '
< 0 "xlf SIDOE #1 STAIR NOT NEE . . . . . .
00 1 BOTHWIS . . . . . . . .
EE N
10 307C S BE ENCLOSED
I> . . . . . . . . . . . . .
I Of Lot A el
-1 l� . S ORAGE
lz 0- 4
041 . . . . . . . . . . . . . . . .
F1
LU Ll 0 at 11 zzzzzzzzZ� 8
/PED
r
z
- rFH_1r!Z
I LO 0 OPEN WORK AREAS . . . . . . .
raw r
1 00 4 I-_ . . . . . . . .
I f 3 4�' -_ a- I
6- LU . . . . . . . . .
0)
0 + . . . . . . . . . . . . . . . . .
_T_
FUTURE
U')
L COPY
'to ROOM
4, 13'- loll liL. R EMOVE .4'8!'x4O
L ------ --
5'-0" 6'- C-10"I"
11 11 WNDOW & INFILL W/. . . .
F, 191 CONFERENt�E .. _4i7 CMU & PTlx2 & GYP. . . . .
1 4'- 0" 5'_0 BIRD 80TH SIOES
ASSI ROOM . . . . . .
lell L
DESIGN 18 . . . . . .
MANAGER
0)
. . . . . . . -to
12'-31"
FH1 " I % . . . . . . . . . .
t
0
6-'0 6'-10" 3'-8" 1=0
2868
. . . . . . . . . . . .
F10-7
(D 10 -CO
. . . . . . . . . .
0
OPEN WORK AREAS OPEN WORK AREAS
F122
DESIGN . . . . . . .
MANAGER
712b]
(D (D III, F,1 . . . . . . . . . . .
0 m 0
-1
r
H_ H
C S.
16'-S"
tij
z
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LL
z
.0.
0
H.R.
STORAGE
Li L
. . ... ... . . .. .
. . . MICROW
N. . . . . ------ -
F; ESTIMA. TINd . . . . . .
.MANAGER b
=R
...........
...... ...... BREAKRM'.
93
.......... .........
. . . . . . . . . . .
. . . . . . . . . . . .
. . . . . . . . . .
�::1_1�0[ 4'-24" 93
............... .
----------
I -------- .... 3008 1?KT... I .'. . I I' . . . . . . wep PKT . F` 3068
0 .................... ........ .
14'-0" 7'-0" 7'-24" S-1 01" 7'- i'l 7' -21"
I . . . . A -04t A'_Q" A'_Q"
STAIR-
3 (24) RISERS 0 6.583: -0 UP 6
(22) RUNS 011" -1
4 TOTAL RISE 13'-2" LO
FBC, 1009.4, OCCUPANT
LOAD < 50, MIN STAIR 1 '-6
WIDTH OF 36"
IT
DESIGN ASSIST.
OFFICE F1471
Y
0
MANAGER
r _1
4 . . . . . .
1 . 1 7 . . . . . . . . . .
- - -1 __ - !- - --------------------- L - __ - �__' I I I I - ''I- I
101-oll 15'-0" 50'-0" EXISTINC-'BUILDING 1 l'- 41"
EXISTING BUILDING FLOOR PLAN
....... - SCALE: 3/16" = V-10"
ANS AND ALL PIROPOST) lo%*Fg�
SJ ECT 7 0 ANY CO RA MOO 1' 15
'D BY F1'"LD IMSPECTORS 7HAT
'E NECE.15$AXY IN CA04M TO
V:7 11 ALL APPUCABLE CLOES.
WALL TYPE
LEGEND
2x4 FRAMED WALL
GYPSUM FINISHES BOTH SIDES HI
a� NEW EXTERIOR WALL
REINFORCED CBS w/
333333353M 8" CIVIL INFILL
STUCCO FINISH
w/ PTlx2 STRAPPING &
GYPSUM FINISHES BOTH SIDES
2x4 WALLS SHOWN AS 4.5'THICK;
LOAD BEARING 2x4 WD @ 16"o.c.
2x6 WALLS SHOWN AS 6.5" THICK;
1/2" GYPSUM FINISHED BOTH
CMU WALLS 8" + 1.25" INSIDE;
SIDES w/ 3" BATT INSUL.
7/7,7,-, NEW 2x6 FRAMED BRG. WALL
7,7,7,
wi 5.5 BATT INSUL. & 22777�
NEW 2X4 FRAMED WALL IN EXISTING
TYPE-X GYP. BIRD FINISH
BUILDING. GYPSUM FINISHES BOTH
BOTH SIDES
SIDES W/ 3"BATT INSUL.
A
&
n
(7,2)631-5709 AA26oO257'
I �
THESE DRAWINGS CONTAIN
ARCHITECTURAL SYMBOLS
USED FOR GRAPHIC
7 PURPOSES ONLY. SIZE A]
LOCATION MAY VARY TO
MEET MANUFACTURER'S
SPECIFICATIONS.
DO NOT SCALE DRAWINGS
ANY QUESTIONS ABOUT
DIMENSIONS, CONTACT
DESIGNER.
0)
0
- I
0
0
Lu
0)
U
3061
0
START DATE: 10. 14.1 �
1ST -REVISION 05.23.1(
2ND-REVISION
X'3RD_REVISION
CLIENT:
A-1 TRUSS COMPANY
4451 ST LUCIE BLVD,
FT. PIERCE, FL
F 75-4
( 2� ' - lb
y:., dC I a d In �y
IE 0 E U \v/ k Licensed Architect #AA 26002573
MAY 2 5 RECD
Aml