1122 LINKSIDE CT E - INTERIOR REMODEL DRAWINGS0
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3'42"
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BAR
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12" DEEP
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2) 18" CA
1) 36" CA
2'-0"
I N
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SELVA UNKSIDE
ARCHITECTURAL REVIEW COMMITTEE
DATE; 2� 3�fr1
112.2 LrNKsiA� GT -6•
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ADDITIONAC PERMIT REQUIRED,
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FOR ANY TREES REMOVED, a
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APPROVED
t�
SELVA LINKSIDE
ARCHITECTURAL REVIEW COMMITTEE
DATE. -2,
-rHIC*-04 6n9P,
1_ M
7 s
I^ p i II 1„ 11
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DESIGN SPECIFICATIONS
2DESIGNLatCODE:IDA BUILDING CODE - RESIDENTIAL
DESIGN IS VOID ONE YEAR AFTER THE DATE OF THE ORIGINAL PLANS,
UNLESS PLANS HAVE BEEN RENEWED FOR CODE COMPLIANCE
DESIGN LOADS: ACTUAL AND UNIFORM
ROOF FLOOR
ROOF LOADING (cd -1.25) (ed -1.00)
TOP CHORD UNE LOAD 20 psf 40 psf
TOP CHORD DEAD LOAD 7 psf (ARCH SHINGLES) 10 psf
TOP CHORD DEAD LOAD 20 Psf (TILE SHINGLES) 10 PST
BOTTOM CHORD LIVE LOAD 10 pet 0 pef
BOTTOM CHORD DEAD LOAD 5 psf 5 psf
DEFLECTION CRITERIA:
ROOF FRAMING: LIVE LOAD L/240 TOTAL LOAD L/180
WIND LOADING:
ASCE 7/10
BASIC WIND SPEED (ASCE 7-10) ---'----------- 130 MPH
IMPORTANCE FACTOR ---------------------- 1.00
MEAN ROOF HEIGHT ----------------------- 30.0 FT
ROOF PITCH ---------------------------- 6/12
BUILDING CATEGORY ----------------------- I
EXPOSURE CATEGORY ---------------------- B
ENCLOSURE CLASSIFICATION -----------------ENCLOSED
INTERNAL PRESSURE COEFFICIENT -------------- i .18
• THE VALUES ABOVE ARE ALLOWABLE WIND PRESSURE VALUES (ASD). THE
ABOVE WIND PRESSURES HAVE BEEN REDUCE BY 0.60 AS PERMITTED BY
THE ALLOWABLE STRESS DESIGN METHODOLOGY. NO FURTHER REDUCTION
SHALL BE PERMITTED
• COMPONENT & CLADDING WALL ELEMENTS SHALL BE DESIGNED FOR BOTH
POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE.
• LINEAR INTERPOLATION IS PERMISSIBLE
• PLUS - PRESSURE AND MINUS - SUCTION.
• DESIGN OF WINDOWS/DOORS FASTENING TO THE WALL FRAMING IS THE
RESPONSIBILITY OF THE WINDOW/DOOR MANUF./SUPPLIER h SHALL MEET
THE ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES.
SCOPE OF SERVICE
MEANS AND METHODS-
THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL Qg BE RESPONSIBLE
FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, OR
SEQUENCES: FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR OR ANY
OTHER PERSONS PERFORMING THE WORK OR FOR THE FAILURE FOR ANY OF
THEM TO CONSTRUCT THE WORK IN ACCORDANCE WITH THE CONTRACT
DOCUMENTS.
SIMIClURAI TII£ 1 S SPECIFICALLY DE D BY THE STRUCTURAL ENGINEER ARE
UNITED TO TRUSS REPAIR SHOWN ON PLAN. ITEMS NOT DESIGNED INCLUDE
WATER/WEATHERPROOFING, PRE-ENGINEERED WOOD FLOOR AND ROOF
TRUSSES, FLOOR FRAMING NOT SPECIFICALLY INDICATED, TRUSS -TO -TRUSS
CONNECTIONS, ARCHITECTURAL. EMBELLISHMENTS NOT SPECIFICALLY INDICATED
(EYEBROWS, CORNICE, CORNICE RETURNS, PROJECTIONS, ETC) AND ANY
BOTHER ARCHITECTURAL, MECHANICAL OR ELECTRICAL SYSTEM.
INFORMATION SHOWN ON THESE DRAWINGS REGARDING EXISTING CONDITIONS
HAVE BEEN OBTAINED BASED ON AVAILABLE SOURCES AT THE TIME OF
DESIGN INCLUDING ASSUMPTIONS BASED ON EXPERIENCE WITH SIMILAR
STRUCTURES. THE ACTUAL AS -BUILT CONDITION FOUND IN THE FIELD MAY
VARY FROM INFORMATION INDICATED IN THESE DRAWINGS. CONTRACTOR
SHALL VERIFY ALL EXISTING CONDITIONS AND NOnFY ENGINEER IN WRITING
BEFORE BEGINNING NEW CONSTRUCTION OF ANY INTERFERENCES AND/OR
DISCREPANCIES THAT MIGHT EXIST BETWEEN THESE DRAWINGS AND/OR
ACTUAL FIELD CONDITIONS CONTRACTOR SHALL REPAIR/REPLACE ANY
DAMAGED EXISTING STRUCTURAL MEMBERS DISCOVERED DURING
CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY
BRACING/SHORING, TEMPORARY SUPPORTS AND OTHER SUCH ITEMS OR OTHER
MEASURES NECESSARY TO PROTECT THE STRUCTURE AND ANY PERSONNEL
DURING CONSTRUCTION. SAFETY OF THE STRUCTURE AND PERSONNEL DURING
CONSTRUCTION ARE THE SOLE RESPONSIBUTY OF THE CONTRACTOR.
NEW 2x4 SYPp2
SCRIBE, FASTEN
EA. END w/
2-8d TOENAILS.
m
'Ya' PLYWOOD GUSSET INSTALLED E&
UK WITH CONSTRUCTION ADHESIVE
-AND FASTENED W/ 2 -ROWS OF Bdx2}
O 8' O.C. STAGGERED FROM OPP.
SIDES AT ALL WEBS AND CHORDS.
NEW FULL HEIGHT 2x4
SYP#2 SCRIBE. FASTEN EA.
END w/ 2-Sd TOENAILS.
SPLICE
H. TM ppNN[CApN AT SNp E4LW'y,
pm.iWi-10-xNln AsiSNlE2, Cwam P
COMPONENTS k CLADDING
ALLOWABLE DESIGN PRESSURES
4'-0'
TRIBUTARYINTERIOR EDGE STRIP (PSF):
AREA�(�NQ ZONE P 'a - 4--f-
10 +18.2 -19.6 +118.2 -24.4
NEW 2x4 517/2
HU5210-2 HANGER EXISTING LOAD BEARING
SCRIBE. HASTEEA.
50 +16.3 -17.9 +16.3 -20.6
1 NOW1w
Nw e • !' OA
100 +16.5 -17.0 +15.5 -19A
• THE VALUES ABOVE ARE ALLOWABLE WIND PRESSURE VALUES (ASD). THE
ABOVE WIND PRESSURES HAVE BEEN REDUCE BY 0.60 AS PERMITTED BY
THE ALLOWABLE STRESS DESIGN METHODOLOGY. NO FURTHER REDUCTION
SHALL BE PERMITTED
• COMPONENT & CLADDING WALL ELEMENTS SHALL BE DESIGNED FOR BOTH
POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE.
• LINEAR INTERPOLATION IS PERMISSIBLE
• PLUS - PRESSURE AND MINUS - SUCTION.
• DESIGN OF WINDOWS/DOORS FASTENING TO THE WALL FRAMING IS THE
RESPONSIBILITY OF THE WINDOW/DOOR MANUF./SUPPLIER h SHALL MEET
THE ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES.
SCOPE OF SERVICE
MEANS AND METHODS-
THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL Qg BE RESPONSIBLE
FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, OR
SEQUENCES: FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR OR ANY
OTHER PERSONS PERFORMING THE WORK OR FOR THE FAILURE FOR ANY OF
THEM TO CONSTRUCT THE WORK IN ACCORDANCE WITH THE CONTRACT
DOCUMENTS.
SIMIClURAI TII£ 1 S SPECIFICALLY DE D BY THE STRUCTURAL ENGINEER ARE
UNITED TO TRUSS REPAIR SHOWN ON PLAN. ITEMS NOT DESIGNED INCLUDE
WATER/WEATHERPROOFING, PRE-ENGINEERED WOOD FLOOR AND ROOF
TRUSSES, FLOOR FRAMING NOT SPECIFICALLY INDICATED, TRUSS -TO -TRUSS
CONNECTIONS, ARCHITECTURAL. EMBELLISHMENTS NOT SPECIFICALLY INDICATED
(EYEBROWS, CORNICE, CORNICE RETURNS, PROJECTIONS, ETC) AND ANY
BOTHER ARCHITECTURAL, MECHANICAL OR ELECTRICAL SYSTEM.
INFORMATION SHOWN ON THESE DRAWINGS REGARDING EXISTING CONDITIONS
HAVE BEEN OBTAINED BASED ON AVAILABLE SOURCES AT THE TIME OF
DESIGN INCLUDING ASSUMPTIONS BASED ON EXPERIENCE WITH SIMILAR
STRUCTURES. THE ACTUAL AS -BUILT CONDITION FOUND IN THE FIELD MAY
VARY FROM INFORMATION INDICATED IN THESE DRAWINGS. CONTRACTOR
SHALL VERIFY ALL EXISTING CONDITIONS AND NOnFY ENGINEER IN WRITING
BEFORE BEGINNING NEW CONSTRUCTION OF ANY INTERFERENCES AND/OR
DISCREPANCIES THAT MIGHT EXIST BETWEEN THESE DRAWINGS AND/OR
ACTUAL FIELD CONDITIONS CONTRACTOR SHALL REPAIR/REPLACE ANY
DAMAGED EXISTING STRUCTURAL MEMBERS DISCOVERED DURING
CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY
BRACING/SHORING, TEMPORARY SUPPORTS AND OTHER SUCH ITEMS OR OTHER
MEASURES NECESSARY TO PROTECT THE STRUCTURE AND ANY PERSONNEL
DURING CONSTRUCTION. SAFETY OF THE STRUCTURE AND PERSONNEL DURING
CONSTRUCTION ARE THE SOLE RESPONSIBUTY OF THE CONTRACTOR.
NEW 2x4 SYPp2
SCRIBE, FASTEN
EA. END w/
2-8d TOENAILS.
m
'Ya' PLYWOOD GUSSET INSTALLED E&
UK WITH CONSTRUCTION ADHESIVE
-AND FASTENED W/ 2 -ROWS OF Bdx2}
O 8' O.C. STAGGERED FROM OPP.
SIDES AT ALL WEBS AND CHORDS.
NEW FULL HEIGHT 2x4
SYP#2 SCRIBE. FASTEN EA.
END w/ 2-Sd TOENAILS.
SPLICE
H. TM ppNN[CApN AT SNp E4LW'y,
pm.iWi-10-xNln AsiSNlE2, Cwam P
EXISnNG LOAD
4'-0'
2 SIMM NANxMI NC7YMm ICN [STM' LY
w AMM ro W 0.n
NEW 2x4 517/2
HU5210-2 HANGER EXISTING LOAD BEARING
SCRIBE. HASTEEA.
ai 11oNs 1m
1 NOW1w
Nw e • !' OA
ENO/N
2-Sd TOENAIL§. ( ') WALL TO BE REMOVED.
Arlrol
to WL
c» Npx7 1m x x
AT IY 0.G 2 PLY 7 PLT
EL WL KAM salt.
] pLY RFJYS �M
(2)?MO.N10tJN
MAllf s a• ac.
s OMM
fyN NMT
SHORING IS THE
RESPONC1T4n TTY THE
BULT-UP MEMBER FASTENKG 2 SECTION
Q
N
51.0 SCALE: 1/r - V-0'
V
EXISnNG LOAD
I
BEARING WALL
TO BE REMOVED.
-
-`= EXISTING --"'
ROOF TRUSS TO
ROOF TRUSSES TO
" REMAIN AS IS
REPAIRED PER
DETAIL 2/SI,O.
EXISTING
PRE-ENGINEERED
-
ROOF TRUSSES
TO
REMAIN AS
IS.
(3)2x4 SPF/2 POST. STRAP
BEAM TO POST w/ 1-HTS16.
EXISTING LOAD
CONTRACTOR TO VERIFY MIN.
BEARING WALL
12" DEEP FOOTING DIRECTLY
NEW d:5'-3'
TQ BE REMOVED.
BELOW POST.
OPENING
R a ,I
^ ` SIMPSON LTT209 (3)2x4 SPF/2 POST. STRAP
FASTENED w/2 BEAM TO POST w/ 1-HTS18.
1¢'sx6' TITEN H0. CONTRACTOR TO VERIFY MIN.
SIA 12' DEEP FOOTING DIRECTLY
BELOW POST.
EXISTING (2)x12 BEAM NEW (2)2z12� SIMPSON LTTE
TO REMAIN AS IS. SYP#2 BE FASTENED w/ -
.._)rOx6711IN HD. .._._._
CONTRACTOR TO VERIFY
NON -LOAD BEARING
WALL TO BE REMOVED.
PARTIAL FIRST LEVEL FRAMING PLAN
SCALE: Ile . 1
LuL Pon llgp apd
AsaoLlate+.Inc
4200xeAvenue
I.u. DeaeL. flodda 32250
PA.242-0908 Fa 141.9-» 7
FL: CA x 8344 SG CAN 1479
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NOTES AND
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PLAN
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PIAN MAIL
M M VAIMM
DPSINN/DRAWNCHLCMD
m i SAP
DATE
03.1417
sCALL
As Noun
LPA 1+S
4sLD-17-mo
CANrw 1u.
NILLr
S1.0
9NEET 1 OF 1
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I
BEARING WALL
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SCALE: Ile . 1
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4200xeAvenue
I.u. DeaeL. flodda 32250
PA.242-0908 Fa 141.9-» 7
FL: CA x 8344 SG CAN 1479
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FL PE -13111
REV51" DATE
FIELD AL79R471014
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DESIGN
CRITERIA
GENERAL
NOTES AND
FRAMING
PLAN
mNx Rcneoap+nsrRow
9•M: uu AAn wwn muAzro�w M
�f 1ACT TKRwWa•
PIAN MAIL
M M VAIMM
DPSINN/DRAWNCHLCMD
m i SAP
DATE
03.1417
sCALL
As Noun
LPA 1+S
4sLD-17-mo
CANrw 1u.
NILLr
S1.0
9NEET 1 OF 1
EXISnNG LOAD
BEARING WALL
TO BE REMOVED.
-
-`= EXISTING --"'
PRE-ENGINEERED
ROOF TRUSSES TO
" REMAIN AS IS
PARTIAL FIRST LEVEL FRAMING PLAN
SCALE: Ile . 1
LuL Pon llgp apd
AsaoLlate+.Inc
4200xeAvenue
I.u. DeaeL. flodda 32250
PA.242-0908 Fa 141.9-» 7
FL: CA x 8344 SG CAN 1479
..ILII B_....
I.uls A. Pon tigo. PL
FL PE -13111
REV51" DATE
FIELD AL79R471014
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DESIGN
CRITERIA
GENERAL
NOTES AND
FRAMING
PLAN
mNx Rcneoap+nsrRow
9•M: uu AAn wwn muAzro�w M
�f 1ACT TKRwWa•
PIAN MAIL
M M VAIMM
DPSINN/DRAWNCHLCMD
m i SAP
DATE
03.1417
sCALL
As Noun
LPA 1+S
4sLD-17-mo
CANrw 1u.
NILLr
S1.0
9NEET 1 OF 1
DESIGN SPECIFICATIONS
DESIGN CODE:
TRIBUTARY
AREA (sf)
INTERIOR
2014 FLORIDA BUILDING CODE — RESIDENTIAL
ZONE (PSF)
LEVEL II ALTERATION
10
+18.2 —19.8
DESIGN IS VOID ONE YEAR
AFTER THE DATE OF THE ORIGINAL
PLANS,
UNLESS PLANS HAVE BEEN
REVIEWED FOR CODE COMPLIANCE.
DESIGN LOADS: ACTUAL AND
UNIFORM
�L
ROOF
FLOOR
ROOF LOADING
(cd=1.25)
(cd=1.00)
TOP CHORD LIVE LOAD
20 psf
40 psf
TOP CHORD DEAD LOAD
7 psf (ARCH SHINGLES)
10 psf
TOP CHORD DEAD LOAD
20 psf (TILE SHINGLES)
10 psf
BOTTOM CHORD LIVE LOAD
10 psf
0 psf
BOTTOM CHORD DEAD LOAD
5 psf
5 psf
DEFLECTION CRITERIA:
ROOF FRAMING: LIVE LOAD
L/240 TOTAL LOAD L/180
FLOOR FRAMING: LIVE LOAD
L/360 & TOTAL LOAD L/240
WIND LOADING:
TRUSS TO
ASCE 7/10
BASIC WIND SPEED (ASCE 7-10)
--------------
130 MPH
IMPORTANCE FACTOR — — —
— — — — — — — — — — — — — — — — — — —
1.00
MEAN ROOF HEIGHT -----------------------
30.0 FT
ROOF PITCH — — — — — — — — —
— — — — — — — — — — — — — — — — — — —
6/12
BUILDING CATEGORY -----------------------
If
II
EXPOSURE CATEGORY — — —
— — — — — — — — — — — — — — — — — — —
B
ENCLOSURE CLASSIFICATION
-----------------ENCLOSED
INTERNAL PRESSURE COEFFICIENT --------------
t .18
COMPONENTS & CLADDING
ALLOWABLE DESIGN PRESSURES
TRIBUTARY
AREA (sf)
INTERIOR
EDGE STRIP (PSF):
ZONE (PSF)
'a' = 4'-6"
10
+18.2 —19.8
+18.2 —24.4
50
+16.3 —17.9
+16.3 —20.6
100
+15.5 —17.0
+15.5 —19.0
• THE VALUES ABOVE ARE ALLOWABLE WIND PRESSURE VALUES (ASD). THE
ABOVE WIND PRESSURES HAVE BEEN REDUCE BY 0.60 AS PERMITTED BY
THE ALLOWABLE STRESS DESIGN METHODOLOGY. NO FURTHER REDUCTION
SHALL BE PERMITTED
• COMPONENT & CLADDING WALL ELEMENTS SHALL BE DESIGNED FOR BOTH
POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE.
• LINEAR INTERPOLATION IS PERMISSIBLE.
. _ _
PLUS
PRESSURE AND MINUS SUCTION.
• DESIGN OF WINDOWS/DOORS FASTENING TO THE WALL FRAMING IS THE
RESPONSIBILITY OF THE WINDOW/DOOR MANUF./SUPPLIER & SHALL MEET
THE ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES.
SCOPE OF SERVICE
MEANS AND METHODS:
THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE RESPONSIBLE
FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, OR
SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR OR ANY
OTHER PERSONS PERFORMING THE WORK OR FOR THE FAILURE FOR ANY OF
THEM TO CONSTRUCT THE WORK IN ACCORDANCE WITH THE CONTRACT
DOCUMENTS.
LIMITS OF STRUCTURAL ENGINEERING DESIGN RESPONSIBILITIES:
THE ITEMS SPECIFICALLY DESIGNED BY THE STRUCTURAL ENGINEER ARE
LIMITED TO TRUSS REPAIR SHOWN ON PLAN. ITEMS NOT DESIGNED INCLUDE
WATER/WEATHERPROOFING, PRE—ENGINEERED WOOD FLOOR AND ROOF
INDICATED,
TRUSSES, FLOOR FRAMING NOT SPECIFICALLY TRUSS—TO—TRUSS
CONNECTIONS, ARCHITECTURAL EMBELLISHMENTS NOT SPECIFICALLY INDICATED
(EYEBROWS, CORNICE, CORNICE RETURNS, PROJECTIONS, ETC) AND ANY
OTHER ARCHITECTURAL, MECHANICAL OR ELECTRICAL SYSTEM.
INFORMATION SHOWN ON THESE DRAWINGS REGARDING EXISTING CONDITIONS
HAVE BEEN OBTAINED BASED ON AVAILABLE SOURCES AT THE TIME OF
DESIGN INCLUDING ASSUMPTIONS BASED ON EXPERIENCE WITH SIMILAR
STRUCTURES. THE ACTUAL AS—BUILT CONDITION FOUND IN THE FIELD MAY
VARY FROM INFORMATION INDICATED IN THESE DRAWINGS. CONTRACTOR
SHALL VERIFY ALL EXISTING CONDITIONS AND NOTIFY ENGINEER IN WRITING
BEFORE BEGINNING NEW CONSTRUCTION OF ANY INTERFERENCES AND/OR
DISCREPANCIES THAT MIGHT EXIST BETWEEN THESE DRAWINGS AND/OR
ACTUAL FIELD CONDITIONS. CONTRACTOR SHALL REPAIR/REPLACE ANY
DAMAGED EXISTING STRUCTURAL MEMBERS DISCOVERED DURING
CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY
BRACING/SHORING, TEMPORARY SUPPORTS AND OTHER SUCH ITEMS OR OTHER
MEASURES NECESSARY TO PROTECT THE STRUCTURE AND ANY PERSONNEL
DURING CONSTRUCTION. SAFETY OF THE STRUCTURE AND PERSONNEL DURING
CONSTRUCTION ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.
NOTES: 1/2 "
1. TYP. CONNECTION AT STUD COLUMNS,
JACK—TO—KING ASSEMBLIES, CORNER POST, ETC.
2. SPECIFIED NAILING REQUIRED FOR EVERY PLY
4
IN ADDITION TO (2) PLYS
N
(1) ROW OF 10d
(4) ROWS 12d NAILS 4 > 4" O.C.
AT 12" O.C. X
6 ME ABERS
EA. SIDE. (2) ROW OF 10d
(3) ROWS 12d NAILS 0 4" O.C.
AT 12" O.C. 2 PLY3 PLY STAGGERED
EA. SIDE. BEAM. BEAM.
2 & 3 PLY BEAMS 2x4 OR 2x6 POST
BUILT-UP MEMBER FASTENING
NEW 2x4 SYP#2
SCRIBE. FASTEN
SECTION
SCALE: 1/2" = V-0"
SHORING IS THE
RESPONSIBILITY OF THE
CONTRACTOR
3/4" PLYWOOD GUSSET INSTALLED EAS
SK WITH CONSTRUCTION ADHESIVE
AND FASTENED w/ 2—ROWS OF 8dx24
@ 6" O.C. STAGGERED FROM OPP.
SIDES AT ALL WEBS AND CHORDS.
NEW FULL HEIGHT 2x4
SYP#2 SCRIBE. FASTEN EA.
END w/ 2-8d TOENAILS.
WOOD SPLICE
'ORTION OF TRUSS
TO BE REMOVED.
:ISTING LOAD BEARING
\LL TO BE REMOVED.
. ` m CONTRACTOR TO VERIFY MIN.` EXISTING LOAD i ' " BEARING WALL
:`„-- 12 DEEP FOOTING DIRECTLY NEW f5 —3 TO BE REMOVED.
- BELOW POST. ; OPENING e
i
'r f;
(3)IMP ITT I s. 2x4 (ISPF#2' POST. STRAP
. S SON L 20B
;..
I.. BEAM TO POST w/ 1—HTS16
I FASTENED w/ 2
CONTRACTOR TO VERIFY MIN.
y2"Ox6' TITEN HD.
' I � 12 DEEP FOOTING DIRECTLY
BEL POST.
.
"
x
w EXISTING (2)x12 BEAM NEW (2)2x1- SIMPSON LTT20B
2 ,
'” FASTENED w/
TO REMAIN AS IS. ' SYP 2 BEAM. '
r1,� Y2"bx6' TITEN HD.
CON RACTOR TO VERIFY �`� ���'� -� EXISTING LOAD
ON—LOAD BEARING J° .,
BEARING WALL
WALL TO BE REMOVED. TO BE REMOVED.
R
EXISTING
y' PRE—ENGINEERED
ROOF TRUSSES TO
r ,
. _ _..21,.._. s_.m.... REMAIN AS IS. klt
,
4
S a r e
n -
PARTIAL FIRST LEVEL FRAMING PLAN
SCALE: 1/4" = 1'-0"
FILE COPY
REVIEWED POR CODE COMPLIANCE
CITY OF ATLANTIC BEACH
SEE PERMITS FOR ADDITIONAL
j REQUIREMENTS AND CONDITIONS
i
REVIEWED BY' DATE:
i
APR 1 n 2�117
Associates, Inc.
420 Osceola Avenue
Jax. Beach, Florida 32250
Ph. 242-0908 Fax. 241-9557
FL: CA # 8344 SO CA# 3579
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SK WITH CONSTRUCTION ADHESIVE
AND FASTENED w/ 2—ROWS OF 8dx24
@ 6" O.C. STAGGERED FROM OPP.
SIDES AT ALL WEBS AND CHORDS.
NEW FULL HEIGHT 2x4
SYP#2 SCRIBE. FASTEN EA.
END w/ 2-8d TOENAILS.
WOOD SPLICE
'ORTION OF TRUSS
TO BE REMOVED.
:ISTING LOAD BEARING
\LL TO BE REMOVED.
. ` m CONTRACTOR TO VERIFY MIN.` EXISTING LOAD i ' " BEARING WALL
:`„-- 12 DEEP FOOTING DIRECTLY NEW f5 —3 TO BE REMOVED.
- BELOW POST. ; OPENING e
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(3)IMP ITT I s. 2x4 (ISPF#2' POST. STRAP
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;..
I.. BEAM TO POST w/ 1—HTS16
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CONTRACTOR TO VERIFY MIN.
y2"Ox6' TITEN HD.
' I � 12 DEEP FOOTING DIRECTLY
BEL POST.
.
"
x
w EXISTING (2)x12 BEAM NEW (2)2x1- SIMPSON LTT20B
2 ,
'” FASTENED w/
TO REMAIN AS IS. ' SYP 2 BEAM. '
r1,� Y2"bx6' TITEN HD.
CON RACTOR TO VERIFY �`� ���'� -� EXISTING LOAD
ON—LOAD BEARING J° .,
BEARING WALL
WALL TO BE REMOVED. TO BE REMOVED.
R
EXISTING
y' PRE—ENGINEERED
ROOF TRUSSES TO
r ,
. _ _..21,.._. s_.m.... REMAIN AS IS. klt
,
4
S a r e
n -
PARTIAL FIRST LEVEL FRAMING PLAN
SCALE: 1/4" = 1'-0"
FILE COPY
REVIEWED POR CODE COMPLIANCE
CITY OF ATLANTIC BEACH
SEE PERMITS FOR ADDITIONAL
j REQUIREMENTS AND CONDITIONS
i
REVIEWED BY' DATE:
i
APR 1 n 2�117
Associates, Inc.
420 Osceola Avenue
Jax. Beach, Florida 32250
Ph. 242-0908 Fax. 241-9557
FL: CA # 8344 SO CA# 3579
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Luis A. Pontigo, PE
FL PE#53311
REVISIONS DATE
FIELD ALTERATION
CONTRACTOR SHALL CONTACT LOU
PONTIGO a ASSOCIATES PRIOR TO
MAKING ANY STRUCTURAL FIELD
MODIFICATIONS WHICH MAY VARY
FROM THE INTENT OF THE ORIGINAL
CONSTRUCTION DOCUMENTS, ANY
FIELD ALTERNATIONS MADE PRIOR TO
BEING APPROVED BY LOU PONTIGO a
ASSOCIATES MAY RESULT IN
ADDITIONAL ENGINEERING OR
INSPECTION FEES.
DESIGN
CRITERIA,
GENERAL
NOTES AND
FRAMING
PLAN
DO NOT SCALE DIMENSIONS FROM
THESE DRAWINGS. IF A DIMENSION IS
UNCLEAR REFER TO THE
ARCHITECTURAL DRAWINGS OR
CONTACT THE E.O.R.
PLAN NAME
RENOVATION
DESIGN/DRAWN/CHECKED
CS JB LAP
DATE
03.13.17
SCALE
AS NOTED
LPA No.
JBLD-17-00210
CONTROL No.
SHEET
SLO
SHEET 1 OF 1
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DESIGN
CRITERIA,
GENERAL
NOTES AND
FRAMING
PLAN
DO NOT SCALE DIMENSIONS FROM
THESE DRAWINGS. IF A DIMENSION IS
UNCLEAR REFER TO THE
ARCHITECTURAL DRAWINGS OR
CONTACT THE E.O.R.
PLAN NAME
RENOVATION
DESIGN/DRAWN/CHECKED
CS JB LAP
DATE
03.13.17
SCALE
AS NOTED
LPA No.
JBLD-17-00210
CONTROL No.
SHEET
SLO
SHEET 1 OF 1