664 BEACH AVE - PERMIT RES18-0123 DWGSTYPICAL STAIR DETAIL
N.T.S.
P. T.
NEW
ADDITION
(2)2x8's
2)2x8's
6x6 RT. COL-
2X8'S P. T. L
@24" 0. C.
W/ 5/4x6
RT, DECK
20" SQ x 12" W/
(2)#5xl'-2" E,W�
L<
F❑UNDATI❑N PLAN
N,T,S,
ROOF FRAMING PLAN
N.T.S.
n
12 �
5 1/2
\ (2) SDWC15600 PER CONNECTI❑N
BETWEEN EXISTING NEW 2x6's
EXIST
TRUSS
@24" ❑ C
12
3
EXIST,
CONNECT NEW CEILING J❑IST
TO EXISTING TRUSS WITH /
(2)10d NAILS �
EXIST BLDG
TO REMAIN -
CONNECTI❑N NOTES:
ALL CONNECTORS SHALL BE PERIODICALLY
INSPECTED AS PART OF ROUTINE MAINTENANCE,
STAINLESS STEEL CONNECTORS AND FASTENERS
ARE USED,
d 4�
NEW CLASS ARGLASS SHINGLES OVER
NEW DOUBLED 55 LB FELT
OVER NEW 7/16" 0,S,B, NAILED
6" ❑ C ON ALL SUPPORTS
W/ 8d RINK -SHANK NAILS
NEW 2x6's #2 SYP @24" ❑ C,
NEW 2x4's
#2 SYP @24" ❑,C,
SIMPS❑N 2 5A-
�_ (3)2x6'5 (2)2x6's
W/ 2-1/2" PLYWOOD
EXIST OVERHANG
TO BE CUT OFF
(2) MTS12Z FOR BEAM
TO COL, CONNECTI❑N
SCREW 5/4x6 P,T, DECKING
TO FLOOR JOIST
WITH S08250FWP BY SIMPS❑N
2x8's P,T @24" ❑ C FLOOR JOIST
'--SCREW 2x10's P,T
LEDGER BOARD W/
(2) SDWS2230ODBRC12
TO EVERY STUD
C
6-S08300FWP
SCREWS BY SIMPS❑N
215 1/2
2x6'5
SP6 @48" O,C
12 (TOP t TO BEAM)
x(4)1/2"0 THRU BOLTS
(2)2x10's P T,
COMMUNITY DEVELOPMENT
APPROVE®
or 61,31 -Lolly
NEW
6X6 P,T COL,
NEW 4" CONCRETE SLABS WITH
6x6 — W1 4xW1 4 W,W F
❑N 6 MILL VAPOR BARRIER 10"
ON 95% TREATED
COMPACTED S❑IL ABA66Z
a
a
2'-0" SQ,
CROSS SECTION °1-1°
3/4"=1'-0"
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.
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
•
10:01 Ini I lul Ini
E V A T 1 0 1V
R I G T E L E V A `�' � 0 N
GENERAL NOTES
1, DESIGN LIVE LOADS
ROOF 20 P.S.F
FLOOR 40 P.S.F
PUBLIC ROOMS 100 P,S.F
CORRIDORS 80 P.S.F
2, FLORIDA BUILDING CODE 5TH ED - EXISTING BUILDING - ALT LEVEL 1
THIS BUILDING IS NOT LOCATED IN THE WIND BORNE DEBRIS REGI❑N
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
ENCLOSED 0.18
3, MATERIALS
ROOFING:
ROOF 11DERLAYMEIT ASTM D226 TYPE I OR TYPE II,
ASTM ,4869 TYPE I O. OR ASTM D6757
ROOF FLASHING (DRIP, RAKE, CAP, VALLEY) 26 GAUGE
ROOF SHINGLES ASTM D225 OR D3462
RATED FOR THE WINDSPEED ABOVE
RATINGASTM E108 CLASS -A FIRE RESISTANCE
1111-10 all 111 Ilion SHINGLE NAILING (4 NAILS PER SHINGLE) PER MANUFACTURER'S SPECIFICATIONS
.. tl■■imrrilr, • _�■rrrrmm�■rrrr�■mrr■ mk i�r�mrrimirrl ■�■ - 1 PSI
■-r �' �rim�lim��i�li�liilri�lilrirliirirli �r■i.r�r.�. if� • REINFORCED BARS ASTM A615, A305, GRADE 60
• • • : • SOUTHERN
w w GRADE
• 1 •-/
11■jlimlrimlliri�lri�l■Ilimlli�i�lli�Iri■1�I I�ri■I� MEDIUM1 1
AS SHOWN ON PLAN OR EQUAL TO
■ �n ■ ■ ■ :rim(rimrlimlrimlrimllimllimmrr�l ■ �I� �m� , - MANUFACTURER'S
— -- ► �i■Irirmri�trrriri■Ir�nrrll�inr�m�r�n �! m� - 1 1NAILS.
_= nr ■ ■ ■ i1■1rimlrimlrimlrimlrimlrimlri! +� m ■ ■ ■ DEPTHSSHOWN ... DEPTH FOOTINGS
== -- -- lin■rrimni�mrrmrrrmnrimnrim� - �� �� .: -_ 1 .. - 1 . REQUIRED ..OBTAIN-
_= r� ■ ■■ �ri■mrimrrim�rimnrim■�r_��n■ �r■ ■ ■ ■ ■mFOUNDATION 1
_=
MIEN r�■�rimllimlri�l■Iri�l�lri�(r'--�, imlimm:.�. �:�.rr ;,UNDISTURBED, 1 BEARING
r�rirnrrim■i mnrimmi�mrim�rimnri� �� �mrimnimminmri�CAPACITY ---
r■■imrrrmn li�t■rrirmrimnrimnrimnri it lime ■rrrrmr��rt■Iri��CONTRACTOR - 1 ..
�mrrim■im Irimlrimlrimlrimlrim�l ■
110111111111 NEI
FOR PROPER CONSTRUCTION AND . PORTIONS , •THE
- ■� = �r��i■Ir1■Ir��i niti.n.il��rr��■.r�n���l�r��.l� /Ir�rt■■��I■■��i■■ - ' LL
MEASUREMENTS NECESSARY - PROPER FABRICATION � CONTRACTOR ERECTION ,' .
LL
STRUCTURAL ;w
• BEFORE ••,, ANY WORK , • ADJACENT , THE EXISTING
CONTRACTORSTRUCTURE, THE BECOME
/ �� 1 1 ..O -SHALL
CONTRACTOR'S RESPONSIBILITY TO MAINTAIN THE INTEGRITY OF THE EXISTING
N STRUCTURE WHERE THE EXISTING STRUCTURE IS TO BE MODIFIED TO ACCOMMODATE
NEW CONSTRUCTION AND TO PROTECT FROM DAMAGE THOSE PORTIONS OF THE
EXISTING STRUCTURE WHICH ARE TO REMAIN.
WORK LIST
1. CONSTRUCT NEW COVER DECK AS SHOWN ON THE PLAN
2, REPLACE THE WHOLE ROOFING TO MATCH THE NEW ADDITION
COVERING DECK ROOFING
3. FASTEN TOP & BOTTOM CHORDS TOGETHER USING 2 -ROWS OF
SDWC 15600 BY SIMPS❑N AT 6" O,C STAGGERED
4. FASTEN 2x4's MEMBERS TOGETHER WITH ONE ROW OF
SDWC 15600 BY SIMPS❑N AT 4" D.C.
COMMUNITY DEVELOPMENT
APPROVED
STRUCTURAL DESIGN FOR
RESIDENCE ADDITION /ALTERATION
@664 BEACH AVE ATLANTIC BEACH, FL
SCALE AS NOTED I APPROVED Byl IDRAWN BY:PSL
DATE 12/08/17 IREV.
PAUL LI ENGINEERING GROUP, LLC (CA#32056)
Ph. (904)737-6876 EMAIL: PAULLIENG@BELLSOUTH.NET
8160 W, BAYMEAD❑WS WAY, SUITE 145 DRAWING NUMBER
JACKSONVILLE, FL 32256 1 170927-2
C❑NNECTI❑NS DETAILS:
1, (2) #10x3 TYPE 316 STAINLESS STEEL
BETWEEN 2x4 RAFTER & LEDGER, AND
& EXISTING VERTICAL MEMBERS
2 (1) SDWS2286ODB SCREW BY SIMPS❑N
RAFTER TO 4x6 BEAM,
3 (2) SDWS2280ODB SCREW BY SIMPS❑N
AND 4x4 KNEE BRACE, BETWEEN 4x4
VERTICAL) BETWEEN 4x4 H❑RIZ❑NTAL
BETWEEN 4x4 DIAG❑NAL & TO VERTIC
4 VERTICAL 4x4 MEMBER OF KNEE BRACE
WITH (4) SDWS22800DB
2x6's
SCREW BY SIMPS❑N
BETWEEN LEDGER
BETWEEN 2x4's
BETWEEN 4x6' BEAM
H❑RIZ❑NTAL & 4x4
& 4x4 DIAGONAL,
AL 4x4's OF KNEE BRACE,
- TO EXISTING WALL SUPPORT
CLASS A FIBERGLASS SHINGLES OVER
DOUBLED 15 LB. FELT
NEW 7/16" O.S.B. NAILED
ON ALL SUPPORTS
RINK -SHANK NAILS
5 1/2
2x4's
CANOPY DETAIL A
1//_1,-O„ 3
PROPOSED FIRST FLOOR
3/4//=l -oma
GENERAL NnTES
L DESIGN LIVE LOADS
ROOF
FLOOR 20 P,S,F
PUBLIC ROOMS 40 P,S,F
CORRIDORS 100 P,S,F
2. FLORIDA BUILDING CODE 5TH ED - EXISTING BUILDIING S -F ALT LEVEL 1
THIS BUILDING IS NOT LOCATED IN THE WIND BORNE DEBRIS REGION
BASIC WIND SPEED 130 MPH
WIND IMPORTANCE FACTOR 1
RISK CATEGORY TYPE II
WIND EXPOSURE C
COMPONENTS/CLADDING PRESSURE (P,S,F,)
I N/A
NTERNAL PRESSURE COEFFICIENT
OPEN
PARTIALLY ENCLOSED
1.0
ENCLOSED
N/A
3. MATERIALS
0,18
ROOFING:
ROOF UNDERLAYMENT
ASTM D226 TYPE I OR TYPE II,
AS
ROOF FLASHING (DRIP, RAKE, CAP, VALLEY) 26TGAUGE69 TYPE I OR TYPE II, OF
ROOF SHINGLES
ASTM D225 OR D3462
RATED FOR THE WINDSPEED ABOVE
SHINGLE NAILING (4 NAILS PER
CONCRETE
E108 CLASS -A FIRE STANC
SHINGLE) PERASTM MANUFACTURER'S SPECIFICATIONS
ONNSS
REINFORCED BARS
f'c = 3,000 PSI
STRUCTURAL TIMBER - PINE
ASTM A615, A305, GRADE 60
SOUTHERN PINE, GRADE MARKED NO2
MEDIUM GRAIN, SURFACED DRY,
TIMBER CONNECTIONS:
MOISTURE CONTENT 19% Max,
AS SHOWN ON PLAN OR EQUAL TO
SIMPSON CO. "STRONG TIE" CONNECTI[
OR EQUAL. USE MANUFACTURER'S
4, FOOTING DEPTHS SHOWN REPRESENT
THE MINIMUM DEP❑THMED TODWHICHLF❑❑ NAILS,
SHALL BE CARRIED. FOOTINGS SHALL
SUITABLE BEARING, ALL
BE LOWERED AS REQUIRED TO OBTAIN
UNSUITABLE
WITH FOOTINGS RESTING ON UNDISTURBED
FOUNDATION MATERIAL SHALL BE REMOVED
SOIL
WITH A MINIMUM BEARING
CAPACITY OF 2,500 P,S,F, UNLESS OTHERWISE SHOWN OR INDICATED,
5. THE CONTRACTOR SHALL VERIFY ALL
FOR THE PROPER CONSTRUCTION
DIMENSIONS, NECESSARY
ANEW ELEVATIONS,
SHE
AND ALIGNMENT OF THE
STRUCTURE TO THE EXISTING STRUCTURE. THE CONTRACTOR
SHALL VERIFY ALL
MEASUREMENTS NECESSARY FOR PROPER FABRICATION AND ERECTION OF ALL
STRUCTURAL MEMBERS.
6. BEFORE PROCEEDING WITH ANY WORK
STRUCTURE, THE CONTRACTOR SHALL
WITHIN OR ADJACENT TO THE EXISTING
CONDITI❑NS, DURING THE PROCESS OF
BECOME FAMILIAR WITH EXISTING
CONSTRUCTION, IT
CONTRACTOR'S RESPONSIBILITY TO MAINTAIN
STRUCTURE WHERE THE
SHALL BE THE
THE INTEGRITY [IF THE EXISTING
EXISTING STRUCTURE IS TO BE MODIFIED TO ACCOMMODATE
NEW CONSTRUCTION AND TO PROTECT FROM DAMAGE
THOSE PORTIONS OF THE
EXISTING STRUCTURE WHICH ARE TO REMAIN.
COMMUNITY DEVELC
APPROVI
STRUCTURAL DESIGN FO
RESIDENCE ADDITION/ALTER,
@664 BEACH AVE ATLANTIC BEACH, FL
SCALE: AS NOTED APPROVED BY; DRAW
N I
DATE; 12/08/17 REV,
PAUL LI ENGINEERING GROUP, LLC (C.
Ph. (904)737-6876 EMAIL: PAULLIENG®BELLS
8160 W. 13AYMEADOWS WAY, SUITE 145 DRAWINC
JACKSONVILLE, FL 32256 1