1158 ocean blvd - interior remodel drawingsI DESIGN SPECIFICATIONS
DESIGN CODE:
2014 FLORIDA BUILDING CODE — RESIDENTIAL
LEVEL II ALTERATION
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
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
BOTTOM CHORD LIVE LOAD 10 psf 0 psf
BOTTOM CHORD DEAD LOAD 5 psf 5 psf
COMPONENTS & CLADDING
ALLOWABLE DESIGN PRESSURES
DEFLECTION CRITERIA:
ROOF FRAMING: LIVE LOAD
FLOOR FRAMING: LIVE LOAD
L/240 TOTAL LOAD L/180
L/360 & TOTAL LOAD L/240
EDGE STRIP (PSF):
ZONE (PSF)
WIND LOADING:
10
+18.2 —19.8
+18.2 —24.4
ASCE 7/10
+16.3 —17.9
+16.3 —20.6
100
BASIC WIND SPEED (ASCE 7-10)
--------------
130 MPH
IMPORTANCE FACTOR — — —
— — — — — — — — — — — — — — — — — — —
1.00
MEAN ROOF HEIGHT -----------------------
15.0 FT
ROOF PITCH — — — — — — — — —
— — — — — — — — — — — — — — — — — — —
EXISTING
BUILDING CATEGORY -----------------------
II
EXPOSURE CATEGORY — — —
— — — — — — — — — — — — — — — — — — —
B
ENCLOSURE CLASSIFICATION
-----------------ENCLOSED
INTERNAL PRESSURE COEFFICIENT --------------
f .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 BEAM AND TRUSS REPAIR DIRECTLY SUPPORTING ROOF FRAMING
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 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.
NEW (3)2x4 SPF#2 POST. CONTRACTOR TO VERIFY
POST SITS DIRECTLY ON BEAM AND WITHIN 8"
MAX. OF OFFGRADE PIERS. IF CONDITIONS NOT
MET, ADD PIER/FOOTING ETAIL,*/.0.
EXISTING CEILING I,'
TO REMAIN
w/LUS26 (
NEW (3)2 SPF#2 POST. CONTRACTOR TO
POST SITS DIRECTLY ON BEAM AND WI
MAX. 1F OFFGRADE PIERS. IF CONDITIO
MET ADD PIER/FOOTING PER DETAIL
NEW (3)2x4 SPF#2ST. 0 AC R ,TO RIFY
POST SITS DIRE A 8"
MAX. OF OFFGRA S N T
MET, ADD PIER DOTING PE
JD ISIQ
EXISTING ICEILING JOISTS
TO REMAIN. HANG
w LUS26 (TYP.).
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Q III
(/) m III
N
RIFY N m
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f 117 3: w
2.0 NEW (3)2x12 SYP#2 L' III
RECESSED BEAM
J L JILL JIIL JIIL J�L J L J L
1 r - r r r �11•r r r III
NEW HUS210-3 III
HANGER. r
NE (3)2x4 SYP #2 POST. STRAP BEAM
To POST w/ 2—CS16. CONTRACTOR TO
VERIFY POST SITS DIRECTLY OVER
STEMWALL w/ GROUT FILLED CELLS.
N
NEW 2—PLY 11.25" LVL
RECESSED BEAM
II�SEE DETAIL 3/ S2.0.
r VJ 1 W/ L—L'o I U. VUIV I r\M%- 1 Vr,
VERIFY POST SITS DIRECTLY OVER
-EMWALL w/ GROUT FILLED CELLS.
CONTRACTOR SHALL ADD
NEW 2x6 SYP#2 FLOOR
JOISTS BETWEEN EACH
EXISTING JOIST SO THE
SPACING IS 12" O.C. MAX.
NEW FRAMING PLAN
SCALE: 1/4" = 1'-0"
(2)2x8-1 /2
SON LTT20B
FASTENED w/
Y2"Ox6" TITEN HD.
SIMPSON LTT20B
FASTENED w/
rY2"Ox6" TITEN HD.
STRAP HEADER PER
DETAIL 1/S2.0.
EXISTING CEILING JOISTS
TO REMAIN. HANG
w/LUS26 (TYP.).
NEW (2)2x8 SYP#2
RAISED HEADER.
EXISTING FOUNDATION
TO REMAIN AS IS.
I
II '!
j NEW 2x8 SYP#2 LEDGER FASTENED
BELOW EXISTING JOIST DIRECTLY TO
WALL STUDS w/ Y4"x4" SDS SCREWS
16" O.C. CONTRACTOR VERIFY EXISTING
STUDS ARE SPACED ® 16" O.C. MAX.
II
I
NEW NON—LOAD
BEARING WALL.
EXISTING JOIST TO
REMAIN AS IS.
OFFICE COPY
REVIEWED FOR CODE COMPLIANCE
CITY OF ATLANTIC BEACH
SEE PERMITS FOR ADDITIONAL
REQUIREMENTS AND CONDITIONS
REVIEWED BY: DATE: 6�
Associates, Inc.
420 Osceola Avenue
Jax. Beach, Florida 32250
Ph. 242-0908 Fax. 241-9557
FL: CA # 8344 SC: CA# 3579
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Luis A. Pontigo, PE
FL PE#53311
REVISIONS DATE
FIELD ALTERATION
CONTRACTOR SHALL CONTACT LOU
PONTIGO & ASSOCIATES PRIOR TO
MAKING ANY STRUCTURAL FIELD
MODIFICATIONS VMCH MAY VARY
FROM THE INTENT OF THE ORIGINAL
CONSTRUCTION DOCUMENTS. ANY
FIELD ALTERNATIONS MADE PRIOR TO
BEING APPROVED BY LOU PONTIGO &
ASSOCIATES MAY RESULT IN
ADDITIONAL ENGINEERING OR
INSPECTION FEES.
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DESIGN
CRITERIA,
GENERAL
NOTES AND
NEW BEAM
FRAMING
PLAN
DO NOT SCALE DIMENSIONS FROM
THESE DRAWINGS. IF A DIMENSION IS
UNCLEAR REFER TO THE
ARCHITECTURAL DRAWINGS OR
CONTACT THE EO.R
AN NAME
SHADILLL
KER RENOVATION
DESIGN/DRAWN/CH ECKED
CS JB LAP
DATE
05.05.17
SCALE
AS NOTED
LPA No.
PTDA-17-00358
CONTROL No.
SHEET
SID
SHEET 1 OF 2
2—SIMPSON H2.E
STRAP KING F
POST BELOW WITH
STRAPS WHEN FULL HtiuH I
ANCHORS ARE NOT USED
0
NG POST TO
., NITH 2—CS16
STRAPS WHEN FULL HEIGHT
ANCHORS ARE NOT USED
HEADER DOWN CONNECTION
CONNECTION
UPLIFT CONNECTOR
CALL OUT
A
H2.5T ® 32" O.C. TOP & BOT
B
SEE PLAN
C
(1)MSTA24 STRAPS
D
FULL HGT THREADED ROD SEE PLAN
OR HTT4 HOLD DOWN AT BASE
FULL HGT THREADED ROD SEE
OR HTT4 HOLD DOWN AT BA
OR 2—CS16 TO BEAM BELOW (U.O.N)
HEADER TIE DOWN
THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN
2—CS16 FROM NEW
POST TO EXISTING
OFF GRADE BEAM.
EXISTING
FLOOR SYSTEM
4x4 SYP#2 P.T. STUB POST.
FASTEN TO NEW BEAM
w/(2) MTS12
SECTION
SCALE: 3/4" = 1'-0"
POST,
SEE PLAN
2x_ SYP#2 SQUASH BLOCKS
FIT TIGHT BELOW NEW POST
ABOVE
EXISTING OFF
GRADE BEAM
ABU44 w/ Y2"x6" TITEN HD
16"x16" ' --- 2—#5 EA. DIRECTION
0
Aw
L
11
HEADER UP CONNECTION
CONNECTION
CALL OUT
UPLIFT CONNECTOR
A
LS18 @ 32" O.C.
B
SEE PLAN
C
(2)CS16 STRAPS
D
FULL HGT THREADED ROD SEE
OR HTT4 HOLD DOWN AT BA
PLAN
3E (U.O.N)
d
v
Q
16"x16" ' --- 2—#5 EA. DIRECTION
0
Aw
L
11
HEADER UP CONNECTION
CONNECTION
CALL OUT
UPLIFT CONNECTOR
A
LS18 @ 32" O.C.
B
SEE PLAN
C
(2)CS16 STRAPS
D
FULL HGT THREADED ROD SEE
OR HTT4 HOLD DOWN AT BA
PLAN
3E (U.O.N)
2 PLY
BEAM.
3 PLY BEAM.
LJL
(4) ROWS 12d
CL 0 -
AT 12" O.C.
EA. SIDE.
(3) ROW 12d
AT 12" O.C.
EA. SIDE.
2 & 3 PLY BEAMS
2
S2.
2
2x4 MEMBERS:
(1) ROW OF 1 Od
NAILS @ 4" O.C.
2x6 MEMBERS:
(2) ROW OF 1 O
NAILS @ 4" O.C.
STAGGERED
2x4 OR 2x6 POST
N OTES:
1. TYP. CONNECTION AT STUD COLUMNS,
JACK—TO—KING ASSEMBLIES, CORNER POST, ETC.
2. SPECIFIED NAILING REQUIRED FOR EVERY PLY
IN ADDITION TO (2) PLYS
BUILT-UP MEMBER FASTENING
EXISTING JOIST T
REMAIN (TYP.).
NEW BEAM
PLAN.
LU S26
HANGER (TYP.).
NEW BEAM TO CEILING JOIST CONNECTION
OFFICE COPY
Lou Pontigo and
Associates, Inc.
420 Osceola Avenue
Jax. Beach, Florida 32250
Ph. 242-0908 Fax. 241-9557
FL: CA # 8344 SC: CA# 3579
POi
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No. 11 s = c
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'�1f?lilUUliMI��`'
Luis A. Pontigo, PE
FL PE#53311
REVISIONS DATE
FIELD ALTERATION
CONTRACTOR SHALL CONTACT LOU
PONTIGO & 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 &
ASSOCIATES MAY RESULT IN
ADDITIONAL ENGINEERING DR
INSPECTION FEES.
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(f)
DESIGN
CRITERIA,
GENERAL
NOTES AND
NEW BEAM
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
SHAD/WALKER RENOVATION
DESIGN/DRAWN/CHECKED
CS JB LAP
DATE
05.05.17
SCALE
AS NOTED
LPA No.
PTDA-17-00358
CONTROL No.
SHEET
S2,0
SHEET 2 OF 2