2233 Seminole Rd # 3 2013 deck repair 13-2530 i
2x6 P,T, TOP RAIL 8d NAIL 2x6 P.T. TOP RAIL
8d NAIL
GENER
NOTES W/ 8d NAIL SS (PREI=ERR D) OR W/ 8d NAIL SS (PREFERRED) OR
SS (PREFERRED) OR HOT DIPPED ALV SS (PREFERRED) OR HOT DIPPED GALV
1, DESIGN LIVE LOADS HOT DIPPED GALV HOT DIPPED GALV
FLOOR 40 P,S,F
o 2, FLORID�i EXISTING BUILDING CODE 2010 — ADDITION
2x6 P,T, 2x6 P,T,
THIS BUILDING IS NOT LOCATED IN THE WIND BORNE DEBRIS REGION
W W _
BASI (MPH) 130 WIND SPEED JTZ
WIND IMPORTANCE FACTOR 1
(2) SIMPS❑N � '�' (2) 8d NAILS
BUILDING CATEGORY TYPE II SDWS22500D SS (PREFERRED) OR
WIND EXPOSURE C AT EACH P❑ zT HOT DIPPED GALV
COMP VENTS/CLADDING PRESSURE (P,S,F,) N/A
z z
INTERNAL PRESSURE COEFFICIENT - -
1,0 DECKING W/
❑ EN 4x4 PT,
c2) #8x2 " DECK SCREW (PREFERRED) ❑R j
PARTIALLY ENCLOSED N/A (2) 16d S,S, OR HOT DIPPED GALV, NAILS 2X2 P,T, AT 5 " MAX ❑,C,
ENCLOSED N/A AT EACH SUPPORT (4" MAX, CLEAR)
1 4 'f Jfil.
3, MATERI LS '
CONCRETE f'c = 3,000 PSI 2x6 P,T, 2x6 P,T,
J❑IST JOIST .
REIN ❑RCED BARS AS M A615, A305, GRADE 60
CONCRETE MASONRY ASTM C90, GRADE U-1 2X6 PT, <2> SIMPS❑N C2) 8d NAILS ,
STRUCTURAL TIMBER — PINE SOUTHERN PINE, GRADE MARKED N0,2 SDWS22E�0oD Ss (PREFERRED) ❑R
AT EACHPOT HOT DIPPED GALV
MEDIUM GRAIN, SURFACED DRY,
MOISTURE CONTENT 19% Max, TYPICAL POST DETAIL TYPICAL SPINDLE DETAIL
TIM E R CONNECTIONS: AS 'SHOWN ON PLAN OR EQUAL TO
SIMPSON CO, "STRONG TIE" CONNECTIONS WORK NOTES : SCALEi 1''=1'-0' SCALES 1'=1'-0'
OR EQUAL, USE MANUFACTURER'S
lRECOMMENDED GALV, NAILS,
S ASTM A-325 1, CAREFULLY REMOVE EXISTING DECKING TO EXPOSE THE DECK FRAMING BEL❑ AS NEEDED,
BOL 2, ADD 2X6 P,T, (BLOCK ING/J❑IST/BLOC KING,) TO FIRST AND LAST J❑IST BAYS AS SH❑WN,
4, FO❑TIN DEPTHS SHOWN REPRESENT THE MINIMUM DEPTH TO WHICH FOOTINGS 3, ADD 2X6 P,T, BLOCKING AT EACH BAY ALONG OUTER DECK EDGE AWAY FROM EXISTING RESIDENCE,
SHALL BE CARRIED, FOOTINGS SHALL BE LOWERED AS REQUIRED TO OBTAIN 4, ADD 2X6 P,T, BLOCKING AT EACH BAY IN BETWEEN THE EXISTING RESIDENCE AND THE BEAM,
SUITAB E BEARING, ALL UNSUITABLE FOUNDATION MATERIAL SHALL BE REMOVED
WITH FOOTINGS RESTING ON UNDISTURBED SOIL WITH A MINIMUM BEARING 5, SECURE THE RAILING AS SHOWN,
CAPACITY OF 2,500/3,000 P,S,F, UNLESS OTHERWISE SHOWN OR INDICATED, 6, PAINT/SEAL THE CONNECTORS TO MINIMIZE FUTURE CORR❑SI❑N,
5,
NO FOUNDATION WORK SHALL BE INSTALLED UNTIL ALL FOOTING WORK HAS BEEN 7, REATTACH REMOVED DECKING AS SHOWN
CO❑RDI ATED WITH UNDERGROUND UTILITIES, F❑❑TINGS SHALL BE LOWERED 8. PAINT THE POSTS/DECKING/CONNECT❑RS ETC,
WHERE REQUIRED TO AVOID UTILITIES,
6, ALL REINFORCEMENT SHALL BE DETAILED, FABRICATED, AND PLACED INat a If III i
ACCOR ANCE WITH ACI 315 OR LATEST EDITION UNLESS OTHERWISE SHOWN,
7, THE C NTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, ETC, NECESSARY ADD 2x6 P ,T ,
FOR THE PROPER CONSTRUCTION AND ALIGNMENT OF THE NEW PORTI❑NS OF THE BLD KIN
STRUC URE TO THE EXISTING STRUCTURE, THE CONTRACTOR SHALL VERIFY ALL
MEASU EMENTS NECESSARY FOR PROPER FABRICATION AND ERECTION ❑F ALL .... 14'-0—"
STRUC URAL MEMBERS,
2
B
S -,
8. BEFOR PROCEEDING WITH ANY WORK WITHIN OR ADJACENT TO THE EXISTING 3' 4'-0—" 4'-0—" REMOVE GATE 3'
STRUC URE, THE CONTRACTOR SHALL BECOME FAMILIAR WITH EXISTING SIMPS❑N SDW 22600DB REBUILD RAILING
CONDI I❑NS, DURING THE PROCESS OF CONSTRUCTION, IT SHALL BE THE YP U,❑,N, 2x6 P,T, BAND AS NEEDED
CONTRACTOR'S RESPONSIBILITY TO MAINTAIN THE INTEGRITY OF THE EXISTING
STRUC URE WHERE THE EXISTING STRUCTURE IS TO BE MODIFIED TO ACCOMMODATE
NEW C NSTRUCTION AND TO PROTECT FROM DAMAGE THOSE PORTIONS OF THE ` IMP ON 3Z R H SS
EA J ST ❑ B AM
EXISTI' G STRUCTURE WHICH ARE TO REMAIN,
ADD 2x6 P,T, f
rn -
( ) X ,
t ...... BEA y.:::............
_.
vgp BL❑ KIN s
4" MAX -Tuo if
{
(FBC 2010 R312.2 36" MIN,)
SPS Ll 18ZOR TS1 SS
EAM TO X6 T. ❑L
�o s 10' 2'
3 MPS N S S25 00
oj2
#3"
o
G
%
rtui
( 2) SIMPS ❑N SDWS2260ODB
M . (2) SIMPS❑N (2) 2x12 P,T, BEAMCLCL UL
X SDWS2260ODB
HLu
AT EACH POST 5 0
-� C iNt
cd
Z ' (2) SIMPS❑N ADD 2X6 P . T . BL❑ KIN CD cn
f
LZS1 L
8Z ❑R TS18SS
LY.1
0it
D
F`
r
6x6 P.T.
s
r..
Z
EXISTING METAL
........... LEDGER W/ 1/4"� x 3" LAG BOLTS @24" ❑,C
ROOM ENCLOSURE
.... ......... ....... ....... .................................................................................................................................................................................................................
SIM
SIMPS ❑N SDS25300 J❑IST TO PLE❑GER ST TY
SIMPS ❑N SDWS2260ODB
SIMPS ❑ N SDS25412 DECK
ff ,FRAMING
SIMPS❑N ABU66Z OR
SCALE, 1/2"=1'-0"
12x12 CMU FILLED y AEU66SS ADD 2x6 P ,T , BLOCKING BETWEEN EXISING JOIST CrrYOFATLANUCBFACH
SEE PERMITS FOR ADDITIONAL
FASTEN W / 8 d SS NAILS T❑ LEDGER QUIREMENTS AND coNDrTIONs.
REVIEWED BY: DATE: d 27,E
EXISTING GRADE ADD ( 1)2x6 P,T , TO EXISTING RIMJ ❑IST
W / TWO ROWS OF 8d STAINLESS STEEL NAILS --- DECK FOR GEBHARDT RESIDENCE
OCEAN VILLAGE UNIT #3
@12 " D.Ct STAGGERED
T fta ATLAUTIQB ACH F
�r~ SCALEl AS NOTED APPROVED EY: DRAWN BYt CSL
24' SQ. x 10" ( SEE SPACING FOR TYPICAL FASTENING @ P ❑ TS) - -µ
DATEt 10/24/12 REV, 03/15/13
W/ (2) #5X1'-6" E.W. ! PAUL
S. LI,
P.E. 18305 FL
TYPICAL SIDE ELEVATION ENLARGED DECK FRAMING DESIGN & CONSULTING ENGINE
ER
ALES 1/2"=1'-0' SCALEi 3/4"=1'-0" ._- f 9218 CYPRESS GREEN DRIVE, SUITE` 10 DRAWING NUMBER
SC JACKSONVILLE, EL 32256 121014—Sl