664 Beach Ave - Revision dwgsTYPICAL STAIR DETAIL
N.T.S.
SCREW 5/4x6
TO FLOOR J❑IS
WITH S08250E�
P. T.
SECTION B
N.T.S. 1
8,_o#_
NEW
ADDITION
F❑UNDATI❑N PLAN
N.T.S.
2x10 BAND BOARD
I
12
5 1/2
(2) SDWC15600 PER CONNECTION
BETWEEN EXISTING NEW 2x6's
EXIST,
TRUSS
@24" ❑ C
12
3
EXIST
CONNECT NEW CEILING J❑IST
TO EXISTING TRUSS WITH
(2)10d NAILS
NEW CLASS A FIBERGLASS SHINGLES OVER
NEW 30 LB, FELT OR TYPE 2 UNDERLAYMENT
EQUIVALENT OVER NEW 7/16" ❑ S B NAILED
6" ❑ C, ON ALL SUPPORTS
W/ 8d RINK -SHANK NAILS
1
NEW 2x6's #2 SYP, @24" ❑ C,
NEW 2x4's
#2 SYP @24" ❑ C
SIMPS❑N 2,5A-
(3) 2 x 6 / s
5A-
(3)2x6's (2)2x6's
W/ 2-1/2" PLYWOOD
EXIST, OVERHANG
TO BE CUT OFF
(2) MTS12Z FOR BEAM
TO COL, C❑NNECTI❑N
SCREW 5/4x6 P T
TO FLOOR J❑IST
WITH S08250FWP
DECKING
BY SIMPS❑N
6-SO8300FWP
SCREWS BY SIMPS❑N
(5) 2x10's
@24" ❑ C
P T JOISTS
--SCREW 2x8's P T
LEDGER BOARD W/
(2) SDWS2230ODBRC12
T❑ EVERY STUD
12
15 1/2
2x6's
SP6 @48" ❑,C,
1211-71(TOP t TO BEAM)
(2) 1/2110 BOLTS FOR
TOP & BOT, COL,
-2x10 P T BAND BOARD
1) 2x10's P T
_DEA SIDE OF COL,
NEW
6X6 P,T, COL
TYPICAL STAIR DETAIL
N.T.S.
SCREW 5/4x6
TO FLOOR J=
WITH S08250F�
P. T.
SECTION(B
N.T.S. 1
NEW
ADDITION
110110111 /-
(2)2x8'
2)2x8's
6x6 RT,
2XB'S P. T.
@24" D.C.
W/ 5/4x6
RT, DECK
20" SQ x 12" W/
(2)#5x1'-2" E,W,
ra
r
J co
F❑UNDATI❑N PLAN
N,T.S,
1
12
5
1/2
C❑NNECTI❑N NOTES:
(2) SDWC15600 PER CONNECTI❑N
BETWEEN EXISTING NEW 2x6's
EXIST,
TRUSS
@24" ❑.0
12
EXIST,
CONNECT NEW CEILING JDIST
TO EXISTING TRUSS WITH
(2)10d NAILS --_
EXIST BLDG
TO REMAIN—
ALL CONNECTORS SHALL BE PERIODICALLY
INSPECTED AS PART OF ROUTINE MAINTENANCE,
STAINLESS STEEL CONNECTORS AND FASTENERS
ARE USED,
NEW CLASS A FIBERGLASS SHINGLES OVER
NEW 30 LB FELT OR TYPE 2 UNDERLAYMENT
EQUIVALENT OVER NEW 7/16" ❑,S,B, NAILED
6" ❑ C ON ALL SUPPORTS
3 W/ 8d RINK -SHANK NAILS
1
NEW 2x6's #2 SYP @24" Of,
NEW 2x4's
#2 SYP @24" O C,
SIMPSON 2,5A-
(3) 2 x 6 / s
5A-
(3)2x6's (2)2x6's
W/ 2-1/2" PLYW❑❑D
EXIST, OVERHANG
TO BE CUT OFF
(2) MTS12Z FOR BEAM
TO COL, CONNECTI❑N
SCREW 5/4x6 P,T,
TO FLOOR J❑IST
WITH S08250FWP
I11K"k it l
BY SIMPS❑N
6-S08300FWP
SCREWS BY SIMPS❑N
2 5 1/ 2
(5) 2x10's P,T, JOISTS
@24" [1, C.
SCREW 2x8's P,T,
LEDGER BOARD W/
(2) SDWS2230ODBRC12
TO EVERY STUD
SECTION A
N,T,S, 1
8/-2//
NEW 4// CONCRETE SLABS WITH
6x6 - W1,4xW1 4 W W,F,
ON 6 MILD VAPOR BARRIER
ON 95% TREATED
COMPACTED S❑IL
'da d v J ° a a'
a
2'-0" SQ
d C d a
A104/17/18 REV PER BLDG OFFICIAL COMMENT
& CONTRACTOR'S REQUEST
STRUCTURAL DESIGN FOR
RESIDENCE ADDITION/ALTERATION
@664 BEACH AVE ATLANTIC BEACH, FL
SCALE; AS NOTED APPROVED BY; DRAWN BY;PSL
DATE; 12/08/17 REV, 04/18/18
PAUL LI ENGINEERING GROUP, LLC (CA#32056)
Ph. (904)737-6876 EMAIL: PAULLIENG®BELLSOUTH.NET
8160 W, BAYMEADOWS WAY, SUITE 145 DRAWING NUMBER
JACKSONVILLE, FL 32256 1 170927-1
2x6's
SP6 @48" ❑ C
12 (TOP t TO BEAM)
CROSS SECTION "1-1"
3/4"=1'-0"
(2) 1/2110 BOLTS FOR
TOP & DOT, COL,
-2x10 P,T, BAND BOARD
(1) 2x10's P,T
@EA SIDE OF COL,
- NEW
6X6 P,T, C❑L,,--'
10"
ABA66Z
REVISION
BP# PFS/ s- - 0 1a3
DATE 1 /oll. 12-01,1
SIGNED,i m�'
R 0 N T L E I N I G H T L E V A T 1 0 N
WORK LIST
GENERAL NOTES 1. CONSTRUCT NEW COVER DECK AS SHOWN ON THE PLAN
1, DESIGN LIVE LOADS 2. REPLACE THE WHOLE ROOFING TO MATCH THE NEW ADDITION
ROOF 20 P.s,F
FLOOR 40 P,S,F COVERING DECK ROOFING
PUBLIC ROOMS 100 P,S,F 3. FASTEN TOP & BOTTOM CHORDS TOGETHER USING 2 -ROWS OF
CORRIDORS 80 P,S,F
SDWC 15600 BY SIMPS❑N AT 6 ❑.C. STAGGERED
2, FLORIDA BUILDING CODE 5TH ED - EXISTING BUILDING - ALT LEVEL 1 4. FASTEN 2X45 MEMBERS TOGETHER WITH ONE ROW OF
THIS BUILDING IS NOT LOCATED IN THE WIND BORNE DEBRIS REGION SDWC 15600 BY SIMPSON AT 4" O.C.
BASIC WIND SPEED 130 MPH
WIND IMPORTANCE FACTOR 1
RISK CATEGORY TYPE II
WIND EXPOSURE C
COMPONENTS/CLADDING PRESSURE (P,S.F,) N/A
INTERNAL PRESSURE COEFFICIENT
OPEN 1.0
PARTIALLY ENCLOSED N/A
1%, IA
j irl!l 111-1 111
ENCLOSED 0.18
3, MATERIALS
ROOFING:
ROOF UNDERLAYMENT ASTM D226 TYPE I OR TYPE II,
ASTM D4869 TYPE I OR TYPE II, OR ASTM D6757
ROOF FLASHING (DRIP, RAKE, CAP, VALLEY) 26 GAUGE
ROOF SHINGLES ASTM D225 OR D3462
RATED FOR THE WINDSPEED ABOVE
ASTM E108 CLASS -A FIRE RESISTANCE RATING
SHINGLE NAILING (4 NAILS PER SHINGLE) PER MANUFACTURER'S SPECIFICATIONS
CONCRETE f'c = 3,000 PSI
REINFORCED BARS ASTM A615, A305, GRADE 60
STRUCTURAL TIMBER - PINE SOUTHERN PINE, GRADE MARKED N❑.2
® ® MEDIUM GRAIN, SURFACED DRY,
MOISTURE CONTENT 19% Max,
TIMBER C❑NNECTIONS� AS SHOWN ON PLAN OR EQUAL TO
SIMPSON CO, "STRONG TIE" CONNECTIONS OFFICE COPY
OR EQUAL, USE MANUFACTURER'S
RECOMMENDED GALV, NAILS,
4. F❑❑TING DEPTHS SHOWN REPRESENT THE MINIMUM DEPTH TO WHICH FOOTINGS
SHALL BE CARRIED, FOOTINGS SHALL BE LOWERED AS REQUIRED TO OBTAIN
SUITABLE BEARING, ALL UNSUITABLE FOUNDATION MATERIAL SHALL BE REMOVED
WITH FOOTINGS RESTING ON UNDISTURBED SOIL WITH A MINIMUM BEARING a REVIS
CAPACITY OF 2,500 P,S,F, UNLESS OTHERWISE SHOWN OR INDICATED. y' Zcl
11 IT 5. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, ETC, NECESSARY
I JIT FOR THE PROPER CONSTRUCTION AND ALIGNMENT OF THE NEW PORTI❑NS OF THE
-IJI I- Jl I IT, [Al 1 11 11 111 11 1 STRUCTURE TO THE EXISTING STRUCTURE, THE CONTRACTOR SHALL VERIFY ALL
MEASUREMENTS NECESSARY FOR PROPER FABRICATI❑N AND ERECTI❑N OF ALL
STRUCTURAL MEMBERS.
6, BEFORE PROCEEDING WITH ANY WORK WITHIN OR ADJACENT TO THE EXISTING STRUCTURAL DESIGN FOR
STRUCTURE, THE CONTRACTOR SHALL BECOME FAMILIAR WITH EXISTING RESIDENCE ADDITION/ALTERATION
CONDITI❑NS. DURING THE PROCESS OF C❑NSTRUCTI❑N, IT SHALL BE THE @664 BEACH AVE ATLANTIC BEACH, FL
E L V A T CONTRACTOR'S RESPONSIBILITY TO MAINTAIN THE INTEGRITY OF THE EXISTING
STRUCTURE WHERE THE EXISTING STRUCTURE IS TO BE MODIFIED TO ACCOMMODATE SCALE; AS NOTED APPROVED BY: DRAWN BYl PSL
NEW CONSTRUCTI❑N AND TO PROTECT FROM DAMAGE THOSE PORTIONS OF THE DATE; 12/08/17 REV, 04/18/18
EXISTING STRUCTURE WHICH ARE TO REMAIN.
PAUL LI ENGINEERING GROUP, LLC (CA#32056)
f n/ Ph. (904)737-6876 EMAIL: PAULLIENG®BELLSOUTH.NET
1� 8160 W, BAYMEAD❑WS WAY, SUITE 145 DRAWING NUMBER
JACKSONVILLE, FL 32256 1 170927-2
HAKIM RESIDENCE
ACTUAL EXISTING
BUILDING SETBACK I
1876 BEACH AVENUEN 59'-6 1/4" REAR SETBACK _
E -2'-8 314" -- — ---------------- � - -
I PER CODE — — —
--
_
ATI AKITIr FZI=Arw Pi npinA- SILT FENCE I
r------- - I PROPERTY LINE
' � I
n
N 0 US Navy Commissary
0 Navy Exchange
m -
k
P
y
NORTH
PROJECT LOCATION
i 1676 Beach Avenue
SHEET LIST
SHEET
NUMBER
SHEET NAME
A 100
TITLE SHEET
A 101
GENERAL NOTES
A 102
GENERAL NOTES
A 103
FLASHING DETAILS
A 104
FLASHING DETAILS
A 200
DEMO PLANS
A 201
FIRST FLOOR PLAN
A 202
SECOND FLOOR PLAN
A 203
THIRD FLOOR PLAN
A 204
FINAL PLANS
A 205
ROOF PLAN
A 206
SCHEDULES
A 300
ELEVATIONS
A 301
ELEVATIONS
A 400
SECTIONS
A 401
SECTIONS
A 402
SECTIONS
A 403
SECTION DETAILS
A 404
SECTION DETAILS
E 200
FIRST FLOOR RCP - ELECTRICAL
E 201
SECOND FLOOR RCP - ELECTRICAL
E 202
THIRD FLOOR RCP - ELECTRICAL
Total: 22
40
Ilk
W
NORTH
0 2' 4' 8'
SCALE: 1/4" = V-0"
I
I; I
I' Al
I I
I
I � N
I co 0
I
2
I;IkSIN400
I
I• I
I' I 2
A 300
— _ ------
--------- --
II I
2
' A 401
{� I
I• I
II
I'
i
II
I
I � I
' I EAVE EDGE
� I
N 63-9 1/2"
G 7(1'_Q 1/91,
SIDE SETBACK
LINE PER CODE
I�
PROPERTY LINE
ISSUED FOR PERMIT
AND CONSTRUCTION
02.21.2018
APPLICABLE CODES:
• 2010 FLORIDA ACCESSIBILITY CODE, FBC CHAPTER 11
• FLORIDA BUILDING CODE - BUILDING 2014 EDITION
• FLORIDA BUILDING CODE - RESIDENTIAL 2014 EDITION
• FLORIDA BUILDING CODE - PLUMBING 2014 EDITION
• FLORIDA BUILDING CODE - FUEL GAS 2014 EDITION
• FLORIDA BUILDING CODE - MECHANICAL 2014 EDITION
• NATIONAL ELECTRICAL CODE - 2011 EDITION
• NFPA 101 LIFE SAFETY CODE - WITH FLORIDA
MODIFICATIONS 2010 EDITION
• FLORIDA FIRE PREVENTION CODE - 2014 EDITION
• W/ 2009 NFPA 101 LIFE SAFETY CODE
COMPLIANCE METHODS:
WORK AREA COMPLIANCE METHOD (FBC 101.5.2)
THE BUILDING OR PORTION THERE OF SHALL NOT BE
ALTERED SUCH THAT THE BUILDING BECOMES LESS SAFE
OR ENERGY EFFICIENT THAN ITS EXISTING CONDITION.
(FBC 601.2)
ACCESSORY OCCUPANCY:
SINGLE FAMILY RESIDENTIAL DWELLING.
2 I. I1 I I BUILDING OCCUPANCY CLASSIFICATION:
A 301 I; I I ; I I ACTUAL EXISTING
' v
� I 10,-0,, BUILDING SETBACK RG -M
A 400 ; I I FIRE RATING SEPARATION:
II
I ; I 1 HOUR BETWEEN GROUP R-1 AND A OGGUPANCIES (FBC
I
I 1 I 1 TABLE 508.4)
1 i I i i i A 300
—CHIMNEY MEANS OF EGRESS:
A 401 Ly I IAK' '
I ; I NUMBER OF EXISTINGS REQUIRED: 2 EXITS FOR OCCUPANT
SKYLIGHT LOAD GREATER THAN 49 (FBC TABLE 1015.1)
IMPORTANT:
*ALL BEDROOMS IN THIS RESIDENCE MEET OR EXCEED THE
l EMERGENCY ESCAPE AND FIRE RESCUE REQUIREMENTS BY
ACTUAL EXISTING I HAVING AT LEAST ONE WINDOW OPENING PER ROOM OF 5.7
7'-6" ' ' SQUARE FEET AND MEET THE SILL REQUIREMENTS OF LESS
BUILDING SETBACK fig --SSB EXISTING CONCRETE THAN 44" ABOVE FINISHED FLOOR. REFER TO WINDOW TAGS
TO BE REMOVED AND CORRESPONDING ROUGH OPENING IN WINDOW
SIDE SETBACK _ , I I � . I
SCHEDULE.
LINE PER CODE ' I 2
I A 404 I i i I TO THE BEST OF MARK MACCO, ARCHITECTS KNOWLEDGE,
THE INFORMATION AND BELIEF, THAT THE PATH OF EGRESS
TRAVEL WITHIN THE ALTERED TENANT SPACE IS IN
COMPLIANCE WITH THE FLORIDA ACCESSIBILITY CODE,
I ; I CHAPTER 11 OF THE FLORIDA BUILDING CODE 2010.
' I *NO UNDERGROUND OR OVERHEAD UTILITIES
PROPERTY LINE IN VICINITY OF PROPOSED WORK.
I —
'-- - - - - - - - - - - - - - - - - -- — — — I I I *A FOUNDATION SURVEY SHALL BE PERFORMED
_
-`1 w I AND A COPY OF THE SURVEY SHALL BE ON THE
SITE FOR THE BUILDING INSPECTORS PRIOR TO
A 301 o I I SILT FENCE FRAMING INSPECTION OR, ALL PROPERTY
MINIMUM I i l MARKERS SHALL BE EXPOSED AND A STRING
(� I BUILDING STRETCHED FROM MARKER TO MARKER TO VERIFY
1 j EXISTING CONCRETE SETBACK LINE REQUIRED SETBACKS. NO UNDERGROUND OR
TO BE REMOVED PER CODE OVERHEAD UTILITIES IN VICINITY OF PROPOSED
SILT FENCE I I i I ACTUAL EXISTING WORK.
No -- - --------J I BUILDING SETBACK
' CL
I n' `------------ cn ------------ BUILDING CALCULATIONS:
I o o I
i_ — - — — — — — — — — — — — — — — — — — — — I U
I I I i t LOT TOTAL: 7,363 SF
LLJ
TEMPORARY I I I (PERMEABLE PAVERS)I I 1ST FL. AC SPACE: 1,208 SF C )
TOILET LOCATION ' I I (TEMPORARY I I
I
I 2ND FL. AC SPACE: 1,50$ SF DUMPSTER I I 3RD FL. AC SPACE: 1 073 SF LL
LOCATION) I I
------- N -36'-4" TOTAL AC SPACE: 31789 SF
____ ___ _ _ ----- — — E71'-81/4"
L — _ -------- -- — — — I 1ST FL. COVERED DECK AREA 322 SF
I i -----------------------
----- - - - _— _ _ --------- - --- - I 2ND FL. FRONT DECK AREA 371 SF
L — — _
zi�— -
N -40'-7" L ----- - -- --I-- — I 2ND FL. REAR DECK AREA 56 SF
PROPERTY LINE DRIVEWAY I SILT FENCE 3RD FL. DECK AREA 517 SF
E -1'-9 3/4" I EW BUILDING
I SETBACK SILT FENCE I BUILDING SITE FOOT PRINT: 2,018 SF
I =RONT SETBACK I
TOTAL SITE COVERAGE: 3,669 SF
2 SITE P LAN I INE PER CODE I TOTAL LOT PERCENT COVERAGE: 60%
A 300 3/16" = V-0"
I
MARK MACCC
ARCHITECTS
ORWARD DESIGN. UNPARALLELED EXECUTION,
472 OSCEOLA AVENUE
JACKSONVILLE BEACH, FL 32250
E: Info@MaccoArchitects.com
PH: 904.249 -ARCH (2724)
www.MaccoArchitecfs.com
OF 94-
FG6 MARK W. MACCO 7;p1
AR96004
•cs�j, G��
BRED P�
r
MARK MACCO,
AIA NCARB
FLORIDA REGISTRATION: # AR96004
TENNESSEE REGISTRATION: # 105588
No. Description Date
1 REVISION 3 02/21/18
MAR 0 2 2018
HAKIM
RESIDENCE
TITLE SHEET
Project Number #####
Date FEBRUARY 21, 2018
Drawn By MWM
Checked By MWM
A 100
Scale As indicated
c
N
0
c�
00
T-
o
N
N
04