664 Beach Ave - Permit RES18-0123 (2)P. T.
8'—ON—
NEW
ADDITI❑N
SCREW 5,
TO EL❑❑F
WITH S0E
TYPICAL STAIR DETAIL
N,T,S,
TOP VIEW
N,T,S,
F❑UNDATI❑N PLAN
N.T.S.
2x10 BAND BOARD
n
I
12
5 1/2
(2) SDWC15600 PER C❑NNECTI❑N
BETWEEN EXISTING NEW 2x6's
EXIST,
TRUSS
@24" Of.
12
3
EXIST
CONNECT NEW CEILING J❑IST
TO EXISTING TRUSS WITH
(2)10d NAILS
EXIST, BLDG
TO REMAIN —
CONNECTION NOTES:
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" 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
SIMPSON 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 DECKING
TO FLOOR J❑IST
WITH S08250FWP BY SIMPS❑N
6-S08300FWP
SCREWS BY SIMPS❑N
12
5 1/ 2
(5) 2x10's P T JOISTS
@24" ❑ C,
SCREW 2x8's P T,
LEDGER BOARD W/
(2) SDWS22300DBRC12
TO EVERY STUD
SECTI❑N A
N.T.S. 1
8/_2//
2x6's
SP6 @48" Of,
12 (TOP t TO BEAM)
(2) 1/2110 BOLTS FOR
TOP & BOT, COL
--2x10 P T BAND BOARD
(1) 2x10's P,T,
@EA SIDE OF COL
NEW
6X6 P T, COL
NEW 4" CONCRETE SLABS WITH
6x6 - W1,4xW1 4 W W,F
ON 6 MILL VAPOR BARRIER 10"
ON 95% TREATED
COMPACTED SOIL ABA66Z
a .
CRIISS SECTI❑N `1-1°
3/4"=1'-0"
REVISION
BP#PF� 0 la -3
DATE L/ /cgl
SIGNED Y7 1'
° d
D
a
2/_0// SQ
All
d ° a
004/17/18 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. BAYMEAD❑WS WAY, SUITE 145 DRAWING NUMBER
_ JACKSONVILLE, FL 32256 1 170927-1
V A `I' I O N
I� I H T E L E V A T I C; 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 STH 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 C❑EFFICIENT
OPEN 1.0
PARTIALLY ENCLOSED N/A
ENCLOSED 0.18
3, MATERIALS
II II II I II ! IIInil mil 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
�■ `�i�1ft�r�ir■■■■r■�■�■�■�■�■�■�■�■�■�■�■�■�■�■ r�mm�mmmnrr��rir
.. Irm�rmrrr; �rr�m�r�m�rr� �r�r� -3,000 PREINFORCED BARS ASTM A615, A305, GRADE 60
STRUCTURAL TIMBER - PINE SOUTHERN PINE, GRADE MARKED NO,2
SI ____ __ nr�m�rrmrr�m�r�mrr�mrr�mm�n nig I1rMEDIUM GRAIN, SURFACED 1
_ _ _ _ _ _ _ _ rn�mrr�mn��mr��mr�mm�rmr�� rri� ■ ■ ■ �rMOISTURE CONTENT 19%
— _ m ��mrrl�Irlrl�r�lr�mlrlmlrll� ,r n� v� _ • - ; - - • CONNECTIONS
__ ;� ■ ■ ■ ` nimrr��lm�mrrin■rlrrirrr�mrr�ri� mm n ■ ■ ■ �m r , - USE MANUFACTURER'S
SIMMONS_ __ I �nr�mrr�rmr�mrr�mm�rtra�mrr�n� r Irr - 1 1
== rn ■I■ ■ mnr�=1 nrrr�mnr�rmr�mm��mr�� m ■�■ ■ .. DEPTHSSHOWN ... DEPTH FOOTINGS
CARRIED, .. - 1 . - - 1 .OBTAIN
moon r� �i� i� `r r ir�mn� nr�mn- � .. �..r�mr .. -UNDISTURBED .
_ _ rtr�mrr�mrrr = r;mr 'm nr �� �Irr�mn�mnr�nrm�CAPACITY 2,500 --OR INDICATED.
�_ Ilnrlmlr�mll 1 1 1` 1` 1 1� If �mlrlmrl�Ir1�Ilrlr��� 1 NECESSARY
� _ __ �mrr�mn�m �r�mrr�mrr��mr��mr�mn r �r�mrr�mrr�mrl �mm�
FOR PROPER CONSTRUCTION• 1 . PORTIONS .
_ � _ __ Irf�lr�rl�lr��l �nllNrnn0�mnno�.��rnn0MENNEENNE MEASUREMENTS NECESSARY FOR PROPER FABRICATION AND ERECTION OF ALL
�� �STRUCTURE. CONTRACTOR •
i STRUCTURAL
.•
6. BEFORE PROCEEDING WITH ANY WORK WITHIN OR ADJACENT TO THE EXISTING
STRUCTURE, THE O. SHALL BECOME FAMILIAR WITH EXISTING
ml CONDITIONS,DURING PROCESS OF CONSTRUCTION,SHALL
CONTRACTOR'S RESPONSIBILITY TO MAINTAIN THE INTEGRITY OF THE EXISTING
0 N STRUCTURE WHERE THE EXISTING STRUCTURE IS TO BE MODIFIED TO ACCOMMODATE
NEW CONSTRUCTION • 1 TO PROTECT FROMDAMAGE THOSEPORTIONS
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
3.
COVERING DECK R❑❑FING
FASTEN TOP & BOTTOM CHORDS TOGETHER USING
SDWC 15600 BY SIMPSON AT 6" ❑,C, STAGGERED
FASTEN 2x4's MEMBERS TOGETHER WITH ONE ROW
SDWC 15600 BY SIMPS❑N AT 4" O.C.
2 -ROWS OF
REVISES 3--7-
STRUCTURAL
STRUCTURAL DESIGN FOR
RESIDENCE ADDITION/ALTERATION
@664 BEACH AVE ATLANTIC BEACH, FL
SCALE: AS NOTED I APPROVED BY DRAWN BY: PSL
DATE; 12/08/17 IREV, 04/18/18
PAUL LI ENGINEERING GROUP, LLC (CA#32056)
n/ Ph. (904)737-6876 EMAIL: PAULLIENG@BELLSOUTH.NET
Y 8160 W. BAYMEADOWS WAY, SUITE 145 DRAWING NUMBER
JACKSONVILLE, FL 32256 1 170927-2
CONNECTIONS DETAILS
1 (2) #10x3 TYPE 316 STAINLESS STEEL SCREW BY SIMPS❑N
BETWEEN 2x4 RAFTER & LEDGER, AND BETWEEN LEDGER
& EXISTING VERTICAL MEMBERS
2 (1) SDWS2286ODB SCREW BY SIMPS❑N BETWEEN 2x4's
RAFTER TO 4x6 BEAM
3 (2) SDWS2280ODB SCREW BY SIMPS❑N BETWEEN 4x6' BEAM
AND 4x4 KNEE BRACE, BETWEEN 4x4 H❑RIZ❑NTAL & 4x4
VERTICAL, BETWEEN 4x4 H❑RIZ❑NTAL & 4x4 DIAG❑NAL,
BETWEEN 4x4 DIAG❑NAL & TO VERTICAL 4x4's ❑F KNEE BRACE
4 VERTICAL 4x4 MEMBER OF KNEE BRACE TO EXISTING WALL SUPPORT
WITH (4) SDWS22800DB
ROOF FRAMING PLAN
N.T.S.
h
PROPOSED FIRST moor,
3/4"=1'-0"
GENERAL NOTES
1, DESIGN LIVE LOADS
ROOF 20 P,S,F
FLOOR 40 P,S,F
PUBLIC ROOMS 100 P,S,F
CORRID❑RS 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 REGION
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 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 CONNECTIONS: AS SHOWN ON PLAN OR EQUAL TO
SIMPS❑N CO. "STRONG TIE' CONNECTI❑NS
OR EQUAL, USE MANUFACTURER'S
RECOMMENDED GALV, NAILS.
4. FO❑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 FOUNDATI❑N MATERIAL SHALL BE REMOVED
WITH FOOTINGS RESTING ON UNDISTURBED S❑IL WITH A MINIMUM BEARING
CAPACITY OF 2,500 P,S,F, UNLESS OTHERWISE SHOWN OR INDICATED.
5. THE CONTRACTOR SHALL VERIFY ALL DIMENSI❑NS, ELEVATIONS, ETC, NECESSARY
FOR THE PROPER CONSTRUCTION AND ALIGNMENT OF THE NEW P❑RTI❑NS 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 WITHIN OR ADJACENT TO THE EXISTING
STRUCTURE. THE CONTRACTOR SHALL BECOME FAMILIAR WITH EXISTING
C❑NDITI❑NS, DURING THE PROCESS OF CONSTRUCTION, IT SHALL BE THE
CONTRACTOR'S RESPONSIBILITY TO MAINTAIN THE INTEGRITY OF THE EXISTING
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.
2x6's
NEW CLASS A FIBERGLASS SHINGLES OVER
NEW 30 LB. FELT OR TYPE 2 UNDERLAYMENT
EQUIVALENT OVER NEW 7/16" ❑,S,B, NAILED
6" D.C. ON ALL SUPPORTS
W/ 8d RINK -SHANK NAILS
2x4's
@16" D.C.
4x6's
P,T,-
12
5 1/2
2x4's
4x4's
#2 SYP,
3'-16"
CANOPY DETAIL A
1"=1'-0" 3
7- F- A W7
004/17/18 REV PER BLDG OFFICIAL COMMENT
& CONTRACTOR'S REQUEST
STRUCTURAL DESIGN FOR
RESIDENCE ADDITION/ALTERATION
@664 BEACH AVE ATLANTIC BEACH, FL
SCALE: AS NOTED I APPROVED BY: IDRAWN BY; PSL '
DATE 12/08/17 1 IREV, 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 170927-3