440 OCEAN REV -WVNAI�
CITY-OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH,FL 32233
1 L E C 0" Y
(904)247-5800
J
Revision Request Sheet
Date: Received by: .6—L z7 Resubmitted: 2- Z-
Permit umber: 14-1 1? 19.0 D - 1/0 1 Clearance Sheet Number:— rA,A
Original Plans Examiner: Project Name:
Project Address: 41 0 oes
Contractor: Contact Name:
Contact Phone Number: Contact Fax Number:
Revision/Plan Check/Permit Fee(s)Due: $
Description of Proposed Revision to Existing Permit:
Pending Hold:
Plumbing:
Mechanical:
Electrical:
Misc.:
Additional Increase in Building Value: $ Additional Square Footage:
Clearance Sheet/Site Plan Revised- Environmental Health Approval:
By signing below I( Sco affirm that the above revision is inclusive of the
' P`nt'
proposed changes
0 ontractor/Agent(Contractor must sign if'increase in valuation) Date
ofte Use Only
Date:-112 —3—'1?0/0�( Approved: Y-62 Rejected: Notified by:
Plan Review Comments:
A)
Plans E iner Date
Created 08/05/08jlo
0-
2X12 BLOCK BETWEEN
CANTILEVERED JOISTS.
2X12 JOISTS AT 16"O.C. FRAMING NOTES AND LEGEND
WITH BAND BOARD.
TOP AND BOTTOM PLATE MATERIAL: 2x No.2 SYP, UNO.
0) W
(2)2X6 1:2 5;
2x No.2 SPF, UNO. W
r3 (2)2X6 1:2 6
9 r5 STUD MATERIAL:
r8 r19 r8 S2.01 7
S2.01 NS 2.0 11r
z
"I,V-01 3'-0" HEADERS:
"I,V-01 ALL HEADERS ARE (2) 2x6 No. 2 SYP WITH TWO KINGS AND ONE CRIPPLE, z
----------
(2)'11.75"x'l 1.25"2.OE (2)2X6 1:2 (2)2X6 1:2 (2)2X6 1:2 (2)2X6 1:2 F- z 0 _j
(2) 1.75"xl 1.25"2.01E (2)1.75"xl 1.25"2.OE (2)2X6 1:2 3.5") COMMON NAILS AT 12" ON CENTER. USE OSB SHIMS AS NECESSARY TO
G-P LAM LVL G-P LAM LVL MAKE THE HEADER THICKNESS EQUAL TO THAT OF THE WALL IT IS IN. SEE z 0 0 Ir
BALLOON FRAMED <
G-P LAM LVL THE HEADER DETAIL FOR FASTENING SPECIFICATIONS. P 13�
WALL _0j (L 0 (L
IL 0
2XI 2 BLOCK AT 0 W
)167k 11 HEADER NOTATION IS: (n III U)
MIDSPAN OF JOISTS. W >
2.01 (2)2X12 (n W
3� BALLOON FRAMED NUMBER OF PLIES IN HEADER
�§2.01) WALL NUMBER OF KING STUDS
(2)2X1 2 (2),2x6,21 'It
C�
L C�
W C)
SIZE OF DIMENSIONAL LUMBER U)
NUMBER OF CRIPPLE STUDS
IV_---- -—- - ----- ---- - —-—-- - ------ -------- z
(2)2X10 1:2 - - ---- - - -- - - ----I I- ---I f-- - - --- ------ -I F- - - - - - -- ---------- --- -,SHEAR WALLS: 5: d
1�1_1_ WALLS ACT AS LATERAL FORCE RESISTING ELEMENTS BASED ON THE W Z
D //P D
'j7YPICAL WALL SECTION, THREADED ROD SPACING, AND SPECIFIC
ITHREADED ROD LOCATIONS SHOWN ON THE FRAMING PLAN, AS NOTED
7 A,
WALLS REQUIRING ADDIfIONAL NAILING AND HOLDDOWNS, IF ANY,
ARE NOTED ON THE PLAN.
UL
SW -#/S# SHEARWALL LOCATION
SEE DETAILS FOR FASTENERS 0
I 7i
W
/P SHEET NUMBER 0 Cf)
CIO
DETAIL NUMBER z C14
C14
f-L z W CY)
Fffl SHEAR WALL DESIGNATION > _j
0 _j LL
::J PORCH/GLULAM BEAM 00 :E
IF— F_ W Z 0
W W
INTERIOR BEARING WALL z 0 in
F= t W
-1 F 0 z
11-STORY THREADED ROD <
Z) _j
L- - - --- - - --- --- L -- -- -J L----- - - - - - - - -J 2-STORY THREADED ROD co z
-- - - - - - --- - - -- - - -- - -- - - --- -- --- --- ---- - - 0
INDICATES GLAZING CLASSIFIED AS END ZONE.
U ALL OTHER GLAZING LOCATED ON EXTERIOR OF U)
STRUCTURE WILL BE CLASSIFIED AS INTERIOR 0
ZONE.SEE"COMPONENT AND CLADDING DESIGN CIO
rF
PRESSURES,"ON COVER SHEET.
�, ffl PLATE HEIGHT 17-9-12 VERIFY PLATE HEIGHTS WITH
ARCHITECTURAL PLANS AND
PLATE HEIGHT 19-9-0 FIELD CONDITIONS.
-00 _a 0 0 C9
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(9 (9 2 (9 ai C\I
ca CL
VERIFY OR PLACE STUD GROUP UNDER BEAM BEARING. NUMBER OF A= �6
10
STUDS EQUALS THAT OF BEAM PLY, MIN 2 STUDS. FASTEN BEAM TO
STUD GROUP WITH (2)M8TA24. FASTEN STUD GROUP TO FOOTING
WITH LTT20B. USE 10d NAILS IN ALL HOLES. IF THREADED ROD IS
WITHIN 12"OF BEARING, NO LTT20B IS REQUIRED.
PLACE 6x6 POST UNDER BEAM BEARING.FASTEN BEAM TO POST
I----------- -- -
---- - --- - B WITH (2)MSTA24. FASTEN POST TO FOOTING WITH ABU66.USE 10d
I F NAILS IN ALL HOLES.
F-
2x6 NO.2 SYP LEDGER
0 FASTEN TO EACH STUDfTRUSS VERTICAL WITH (3)1/4"X4"WOOD CL
SCREWS
0 FASTEN TO BAND BOARD WITH(3)ROWS OF 1/4"X4"WOOD z
SCREWS AT 16"O.C.
L "--n FASTEN I-AST STUD OF PROPOSED WALL TO EXISTING FRAMING 0
D WITH 10d NAILS AT 3"O.C.
F SHEATH PORCH BOTTOM CHORDS/CEILING JOISTS WITH 7/16"OSB
FASTENED WITH 8d COMMON NAILS AT 6"O.C. ON EDGE, 12"O.C. IN 0
FIELD. z
HU28-2,ALL HOLES FILLED WITH 10d NAILS.
(2)2X1 2 ON
WALL. U_
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(D
BALLOON FRAMED 0
--------- BAND BOARD. FASTEN EACH END CIO WALL-P.H.=17-9-12 -0 :3 LL
WITH (3) 10d TOE-NAILS. -------- VERIFY WITH 'Cu:
X
DECKED WITH 3/4"PLYWOOD,8d ARCHITECTURAL!
NAILS AT 6"O.C.ON EDGE, 12"
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C. IN FIELD. C, >
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EXISTING ROOF SLOPE.
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it was prepared. Reuse of and improper reliance on this document without wfltte�l authorization by Alexander Grace ConsoAdrig,Inc.,shall be without liability to Alexander Grace Consulting,Inc.
This documenL together with the concepts and designs presented herein is intended only for the specific purpose and client for which
2X8 RIDGE BEAM
(91 (9
P—' L_ MR 0)
6 W
af
--------------- -- a
z
---- ------
- I z
2 W
176= z
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CONVENTIONAL FRAMING NOTES E
ALL ROOF FRAMING FRAMED WITH: z 0
z 0
-0 P
1. ALL CONVENTIONAL FRAMING LUMBER IS No.2 SYP. 0 [11- 0
2X6 ROOF RAFTERS AT 16"O.C. EE U_
0 0 W
2X6 CEIL ING JOISTS AT 16"O.C. (0 W (0
2. ALL RIDGE AND VALLEY BEAM SIZES ARE NOTED ON THE PLANS. W >
2X10 HIF RIDGE BEAMS, UNO. W
of
Ala
2X1 0 CO\AMON RIDGE BEAMS.
-PERS 3. ALL ROOF RAFTER SIZES ARE NOTED ON THE PLANS.
2X8 SLE1-
e— 2X4 OUTLOOKERS AT 24"O.C.
4. FASTEN ROOF RAFTERS TO RIDGE BEAMS WITH(4)16d TOE-NAILS.
4v--4 SEE CONVEP TIONAL FRAM zt It
-,,A-11 _v_4 ING NOTES I
5. FASTEN ROOF RAFTERS TO BEARING WALLS WITH A SIMPSON H2.5A WITH (5)8d NAILS INTO THE
FOR FASTEN NG SPECIFICATIONS. 9
RAFTER AND(5)8d NAILS INTO THE TOP PLATE. W M C14
6. FASTEN ROOF RAFTERS TO SLEEPER WITH SIMPSON H3 WITH (5) 8d NAILS INTO THE RAFTER z
I I L L I I I _11 11-1 1 _11__ I I-1-1-1 AND(5)8d NAILS INTO THE SLEEPER. 0
I// U I I I I I I I ) I I I I I J/i I ltlll� 1 1/11 lilt/ 171]=
W Z Cl
7. FASTEN HEEL OF RAFTER TO CEILING JOIST WITH (4)16d NAILS.
8. HIP RIDGE BEAMS TO HORIZONTAL RIDGE BEAM WITH SIMPSON A35 WITH (12)8dX1-1/2"NAILS.
I F-1 I-, I I I I I L-I I 1 1 9. FASTEN RIDGENALLEY BEAM TO WALL WITH (1) MSTA24 WITH (11) 10d NAILS IN VALLEY BEAM,
(11)INTO STUD BELOW. U)
10. 2X6 No.2 SYP COLLAR TIES TO BE APPLIED. FASTEN EACH END WITH (6) 16d NAILS. BOTTOM OF W
COLLAR TIES TO BE NO LOWER THAN 1/3 THE DISTANCE FROM THE TOP PLATE TO THE PEAK. 0
_Tr_ 11. ALL SLEEPERS ARE FASTENED TO EXISTING FRAMING WITH (4) 16d NAILS AT EACH
.711 1 INTERSECTION OF SLEEPER AND EXISTING FRAMING. W
ML CIO
I Z (N
LOW ROOF RAFTER 04
Z W 0 ce)
> _j
RIDGE BEAM 0 Q LL
M
W Z
---------- < <
CEILING JOIST (D W W
z C)
------------ 0
HIGH ROOF RAFTER W F_
"T <z
f77TT-r=I I
KNEE WALL
00 z <
--------------- ---------
j_j
(2)2X4 SYP COLUMN FOR RIDGENALLEY BEAM SUPPORT, FASTENED
TOGETHER WITH(1)ROW OF 8d NAILS AT 12"O.C. FASTEN RAFTER TO
COLUMN WITH 18 GA STRAP WITH (9)8d NAILS IN RAFTER, (9)8d NAILS IN U)
COLUMN. FASTEN COLUMN TO TOP PLATE OR HEADER WITH 18 GA STRAP 0
WITH (9)8d NAILS IN COLUMN,(9)8d NAILS IN TOP PLATE/HEADER.
lilt 00
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ELEVATION VIEW
00 C14
N LO
(2)2X6 TOP PLATE G
211 W
4" X V-011 X 1 1 a.
3" 3" _01W
P1/4 X 4
L-SHAPED BRACE.
0 .2.2
ILL ILL
C9
0,11
C'4 N
U_
ca
(3)SDS25400 SCREWS, CV) QX)
STAGGERED IN EACH TOP C14 C.11
OP
PLATE.DO NOT FASTEN .5; cq
'IT -2
INTO END OF PLATE. C) U)
2 04 .0 C,
(.0 4
(2)2X6 TOP PLATE
WALL SHEATHING.SEE
SECTIONS.
7'
PLAN VIEW
159032
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1-1/2" V-0"
ORNER BRACE DETAIL Sheet
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This document,together with the concepts and designs presented herein is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without wrideqlauthortzadon by Alexander Grace Consulting.Inc.,shall be withoutliability to Alexander Grace Consulting,Inc.
r— u EDGE 0 (D (9
HEADER, MINIMUM (2)PER HEADER
F ALL THREAD WASHER SPH WITH (10)8d AT 24"O.C. IN
/16"OSB ROOF DECK FASTENED TO 7/16"OSB ROOF DECK FASTENED TO MUST BE WITHIN 3"OF THE HEADER
7/16"OSB ROOF DECK FASTENED TO FRAMING WITH 8d RING SHANKS AT 6"O.C. FRAMING WITH 8d RING SHANKS AT 6"O.C.
KING STUD,TYP BOTH SIDES OF W
FRAMING WITH 8d RING SHANKS AT 6"O.C. ON EDGE AND 12"O.C. IN FIELD. ON EDGE AND 12"O.C. IN FIELD. OPENING. NO.2 SYP HEADER,TYP. SEE PLANS
11E 6 W
ON EDGE AND 12"O.C. IN FIELD. SEE CONVENTIONAL FRAMING NOTES FOR FOR SIZE, PLIES,AND NUMBER OF
z
RAFTER TO TOP PLATE FASTENING. KINGS AND CRIPPLES.
SEE CONVENTIONAL FRAMING NOTES FOR
TRUSS TO TOP PLATE WITH SDWC15600 OR z
(2)2X4 NO.2 SYP TOP PLATE FASTENED RAFTER TO TOP PLATE FASTENING.
L: W
H2.5A FOR TRUSSES UP TO 600 LBS. WITH (2)ROWS 1 Od AT 16"O.C. z
(2)2x4 NO.2 SYP TOP PLATE FASTENED NO.2 SYP HEADER,TYP. SEE W
UPLIFT. USE(2)SDWC15600 OR(2)H2.5A STAGGERED. MINIMUM 24"LAP WITH(12) E 0
WITH (2)ROWS I Od AT 16"O.C. PLANS FOR SIZE, PLIES,AND CRIPPLES TO HEADER WITH MSTA18 z 0
WITH (10)8d NAILS EACH FOR UPLIFTS 10d IN LAP. z 0 af
LESS THAN 1200 LBS.ALTERNATE: FOR STAGGERED. MINIMUM 24"LAP WITH(12) NUMBER OF KINGS AND CRIPPLES. WITH (6)10d IN HEADER,(8)10d IN p Q� W
—7— E2 U_
0 a. 0 a-
%"ALL THREAD CONNECTORS. SEE 10d IN LAP.
TRUSSES UNDER 745#UPLIFT USE CRIPPLE
0 W
SIMPSON H8. ALL-THREAD NOTES ON THIS SHEET FOR FASTEN TOP AND BOTTOM OF STUDS TO Uj U)
INSTALLATION SPECIFICATIONS,SPACING >
TOP AND BOTTOM PLATES WITH SIMPSON W
AND EMBEDMENT D of
SPH AT 32"O.C. KING STUDS&CRIPPLES: (6)16d
FASTEN 7/16"OSI3 W/8d @ 6"O.C.ON BETWEEN ADJACENT KING STUDS KING STUDS&CRIPPLES:(6)16d
FASTEN 7/16"OSB W/8d @ 6"O.C.ON AND CRIPPLES.
EDGES, 12"O.C. IN FIELD. EDGES, 12"O.C. IN FIELD. BETWEEN ADJACENT KING STUDS
AND CRIPPLES. C� C�
9
(2)2x6 NO.2 SYP TOP PLATE FASTENED PLACE 1/2"ANCHOR BOLTS PER W 0
WITH (2)ROWS 10d AT 16"O.C. 2x4 SPF STUDS AT 16"O.C.SEE STUD
U)
STAGGERED. MINIMUM 24"LAP WITH(12) TABLE ON FRAMING PLAN FOR STUD SIZES. THE TYPICAL WALL SECTION. z
0
10d IN LAP. 2x4 SPF STUDS AT 16"O.C. �5
2x4 NO.2 SYP PT BOTTOM PLATE.APPLY ALL CRIPPLES AND KINGS TO BOTTOM > d
FASTEN 7/16"OSI3 W/8d @ 6"O.C.ON PLATE BELOW WITH SPH WITH (10)8d. W z
1/2"ANCHOR BOLTS AT EACH SIDE OF
EDGES, 12"O.C. IN FIELD.
BOTTOM PLATE SPLICES.
2x6 SPF STUDS AT 16"O.C. 2x4 NO. 2 SYP PT BOTTOM PLATE.FASTEN 4 LLU
FINISH TO BEAM BELOW WITH 16d NAILS AT 6"O.C.
FOOTING BELOW.SEE FOUNDATION
4
I r
3/4"PLYWOOD FLOOR DECKING FASTENED GRADE cO PLACE SPH BEFORE NAILING! PLAN.
TO TRUSSES WITH 8d NAILS AT 6"O.C.ON U)
I IM I LEI
:7: F—=M-- SEE FOUNDATION PLAN FOR FOOTING
= - SECOND FLOOR TO BEAM: MSTA24 AT 32"
EDGE, 12"O.C. IN FIELD. Hd I I—=
4 SPECIFICATIONS. 2X FLOOR SYSTEM. FASTEN BOTTOM
O.C.WITH (26)10d NAILS. SUPPORT BEAM
I=' 0
�A I LA I E I I--Fir AS SHOWN ON FRAMING PLANS. PLATE TO BAND BOARD WITH 15"
I 1=1 I I=I I El I 1=1 10 NOTES CS-16,9"ON BAND BOARD,6"ON
2x12 JOISTS AT 16"O.C. 1. IF OPENINGS ARE LOCATED BETWEEN STANDARD ALL THREAD SPACING,NO BOTTOM PLATE. FILL ALL HOLES WITH W 00
WALL SECTION ON LVL BEAM ADDITIONAL CONNECTORS ARE REQUIRED FOR THE HEADER,CRIPPLES, KINGS OR TOP 10d NAILS. CY)
PLATE. 04
CC3) 1/2" 11-01, Z 04
TYPICAL WALL SECTION W ce)
z
1/2" 0 > _j
(2)2X6 NO.2 SYP TOP PLATE FASTENED _j LL
WITH (2)ROWS 1 Od AT 16"O.C. TYPICAL HEADER FRAMING DETAIL-
5 EADER FRAMING DETAIL
STAGGERED. MINIMUM 24"LAP WITH(12) 1/2" -01, 1(2" V-0" W Z 0
10d IN LAP. <
(D cy W W
0
V ALL THREAD CONNECTORS.SEE z
0
ALL-THREAD NOTES FOR INSTALLATION W c)
"t F-
SPECIFICATIONS, SPACING AND z
EMBEDMENT. <
BEAM/LVL.SEE PLAN FOR SIZE AND D _j
NO.2 SYP DOUBLE TOP PLATE F-
FASTEN 7/16"OSI3 W/8d @ 6"O.C.ON BOTH WALL HEIGHTS (TYP). PLIES. 00 z <
EDGES, 12"O.C. IN FIELD. 6X6 PT NO.2 SYP POST BELOW BEAMS. 6X6 PT NO.2 SYP POST BELOW BEAM. 0 U)
N FASTEN BEAMS TO POST WITH LCE4, FASTEN BEAM TO POST WITH AC6,ALL
EXISTING TOP PLATE AND WALL ALL HOLES FILLED WITH 16d NAILS. HOLES FILLED WITH 16d NAILS.
I `11� 0
2x6 SPF STUDS AT 16"O.C. FRAMING. I,
IT7� co
INSTALL BLOCKING BETWEEN
EXISTING HEADER FIRST TWO STUDS OF HIGHER v
2x6 NO.2 SYP PT BOTTOM PLATE.APPLY PLATE. FASTEN OSB TO BEAM/LVL.SEE PLAN FOR SIZE AND BEAM/LVL.SEE PLAN FOR SIZE AND PLIES.
1/2"ANCHOR BOLTS AT EACH SIDE OF BLOCKINGS W1 8d COMMON NAILS
BOTTOM PLATE SPLICES. FILL OPENINGS WITH 2X4 NO.2 @ 3"O.C. PLIES.
SPF STUDS AT 16"O.C. FASTEN TOP VIEW TOP VIEW
>1 C)
TO HEADER/FRAMING ABOVE -0
(2)SPH WITH(8) 1�
04
AND BOTTOM PLATE BELOW 10d COMMON NAILS. (9 C)
> �: C�
WITH (4)10d TOE-NAILS. (9 0 0 2 (,)
4 ca a) C�
to
EXISTING FOUNDATION BEAM/LVL.SEE PLAN FOR SIZE AND 0 10 1< 10
4
... .. .. ..
WHERE DOORS/WINDOWS EXIST SEE TYPICAL WALL SECTION FOR PLIES.
USE 2X4 BUCK. FASTEN EACH THE REST OF THE FRAMING
END WITH (4)10d TOE-NAILS. SPECIFICATIONS.
TYPICAL TWO-STORY SECTION 2X4 PT NO.2 SYP BOTTOM PLATE BEAM/LVL.SEE PLAN FOR SIZE AND BEAM/LVL. SEE PLAN FOR SIZE AND PLIES.
r 'A I I** - . _-7.
1/2" V-0" FASTEN TO EXISTING SLAB WITH PLIES.
1/4"TAPCONS AT 6"O.C. _j
6X6 PT NO.2 SYP POST BELOW BEAM. <
R 6X6 PT NO.2 SYP POST BELOW BEAM.
FASTEN BEAMS TO POST WITH LCE4, FASTEN BEAMS TO POST WITH AC6,ALL
ALL HOLES FILLED WITH 10d NAILS. HOLES FILLED WITH 10d NAILS. W
[> t>
(D
riii ii4ni ia I in I In i r�=ii ELEVATION VIEW ELEVATION VIEW
I 1 1-1 1 1--j I 1=1 I 1=1 I I- z
WOOD-FRAMED WALL. WALL FILL IN DETAIL PLATE HEIGHT CHANGE- I�EDE ELEVATION-
1/2" V-0" 9 /�11
11 3/4" -01,
PERGOLA BEAM.SEE ARCHITECTURAL PLANS FOR BEAM 1/2" 41
SIZE. FASTEN TO KORBEL WITH H2.5A WITH ALL HOLES
FILLED WITH 10d NAILS.
4X4 HORIZONTAL BRACE.FASTEN TO VERTICAL BRACE
POST WITH (2) 1/4"X5"LAG SCREWS.
6 "0''"o
co C.0
ST. FASTEN TO DOUBLE STUD GROUP IN S 0)1--
4X4 BRACE PO LO CN
EXISTING WALL WITH (2)1/4"X6"LAG SCREWS AT 6"O.C. *it
W<
VERTICALLY. NOTCH POST AROUND LEDGER AT TOP. (L 0
FASTEN NOTCHED POST WITH (2)1/4"X5"LAG SCREWS
0 bb
THROUGH LEDGER AND INTO BAND BOARD. 2'-0"RAFTER U_U_
SPACING, MAX.
SEE PLAN
Lo
4X6 DIAGONAL BRACE, CUT FOR ARC. LEAVE MINIMUM 7/16"OSB SHEATHING.SEE WALL 04
3.5"THICKNESS FOR STRENGTH. FASTEN TO VERTICAL SECTIONS. cli Cl)
AND HORIZONTAL BRACE POST WITH 1/2"BOLT.COPE =1 U_
2' BRACE MEMBERS AS NEEDED TO HIDE BOLT. MINIMUM
2"OF WOOD TO REMAIN AS SHOWN. (D 2 4)
ROOF TRUSSES OR
CONVENTIONAL FRAMING
2x RAFTER.SEE CONVENTIONAL C) U) 0 't
FASTEN BRACE TO WALL WITH 16d < C*4 le cl
0
FRAMING PLAN FOR SIZE AND SPACING. NAILS. co
2X OUTLOOKERS AT 24"O.C. FASTEN TO @
RAFTER AND WALL WITH (3)10d
K TOE-NAILS. 2x4 No.2 SYP BLOCKING AT 12"O.C.
VW4 A
3/ (2)2X4 NO.2X4 PLATE.SEE WALL FASTEN TO BOTTOM CHORD OF
TRUSSES WITH (3)10d NAILS.
SECTIONS. E)
_01
. 593,
WALL BRACING DETAIL
P3/ 3/4" 1 1-01,
@ A
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4 OF 4
This document,together with the concepts and designs presented herein is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document vAUiout written authorization byAlexander Grace Consulting,Inc.,shall be withouthability to Alexander Grace Consulting,Inc.