Post on 17-Mar-2018
I
jlifisi.w(j)=>oII-«01\1CfJ
a:J5~O....JWa: ' r« UJ -~~5()....Jr-
«UCfJ...JZ~
UJ....J
a:JW<I:OIC9Wr-(j)oc...oa:i c...
CI ••••• 2~ CCA <"'-" PC")
••• .2~CCA(FW.I.I:~
-:;us:rro:·•• Ac.I. SM •• SMAu
.(2JJJlJ~
") •... ~""'"(.) ..•....•.. ~.-
AI='= ~s~ ..
SECTION 01 PIER ®
~-Q)6tn,...., ..
~"~~ ~I
=ns~-""'msl.ot
SECTION 01 PIER (]
i-0/B".'bAJ It.~~.t:f~ ~.ol
""' ....•• sa,l.J)1""'-sa stoOl
SECTION 01 PIER 0
......!!..•...
"
~I-
""""'".""",,-,11/1 '=J _ I.. ,¢
t:~
Ie--=ss.•.....W<.•••• liI'btIlILUor..tortM".f'.ff'
,/1"-
': 1.01-!..
-.J
!!.....
,J..
'"'
~
~_\IS'
~~
~ ..•.f!!Iit!'J&- ~
""' ••.•••_ NOTES CD
ms~' U.•.- 1:
SECTION 01 PIER ® ~~~~I .-, I 'It
-- " ...•..•.) -~@ W~y~ ....-t
(2UCK$IIIQ pur»_~"'-Cn "M!
••••••••••• PLAN VIEW - LAP SPU@
~""'"
• .w~(t) wr. NUf&] .....1 ••• "12" -.-
rut 'fI'5tCJtS(U.) trt'I.oj
"ts ~ m",~~.[SI,.01 "LIS-
SECTION 01 FASTENERs:?) SECTION 01 piER""0
~
~
~
-","","' ...•.
--IW'IP 10 fOP JlU,ft (TCII:.~) •• (5) lei ~ '-I (J 1/7" I o.Ur)
WTP '10-.c DIID (ICE-¥llJDI •• (2) , •• ~ IM.S (J I~ I 0,.1u*)
SECTION 01 ROOF ®
SECTION 01 ROOF @
~.24rCI.I.AAW'514·11t1/4·~
~14'~'fd'lJ!Wd
I~I STI.OSSHAu. •
• ~~~'~'1:;;I.s1W)Ol' IW1tIIS .1
1ItICI'1IIInPS9W.i..m.'.-o.c:.
t'I.u.~t1"
1.JOCII'all'tl:It$IWJ..JIIlJ.tr~1II.0:1 ...., '* '!tI • 2112.
2. ••••• Itz't; to) MlLiaD -t/'MIrI~".~5. ••• B'JIf 2.b ccA (nUlIt«mQ
lI[Jij/t(AD[II'1QCW.t _0_:
'"""',-
I. ~_""' .I~ =-- 1-.~,-, ..•..~:::::::.:::.:::.:::.:::.-:.---:: ..J. v. ".w 0
"'"
~=~~2f#J._ uae:Qt~
SECTION 01 ROOF @
SECTION 01 BEAM @
..-v
M·1CII.11JG"a· .•••_ HCU)
• I •
SECTION at CUPOLA @
ROOF SHEATHING ATTACHMEN@
i't\~.a~~o.c.""~~'\!'.'&i;.,.~F_'CDA'"o.c..
<i>~~.a,;.".,.
L
I
Q) Q)\
~ - - +H-- (-+Hti"+- ~J);tLJ+1\L-I~ff-~
v"l.L
~1/2"0 HDG ••, ~ HANGER f-J THREADED ROD""\ J ' THREADED ROD
i'-- HANGER
I
I
• > II~I
/.I
"1/
. " .I ~)II'
~~I(~I
,~ I ,,-I~ ,li'~If:
~I..,; .1'<:.1 1 I ,II
II" /11 I " II 1"I r- 6X6 KING6X6 KING,
II" ' ~Ih·- ..J11
POST""I , 1/
POSTi_(iT • f;::/f1\~ • lIJ 1
1-- ---Ax L:J x~---/ .....• , ....• ',\.
HANGER ..Y, , ,--- HANGERI • i n~/..
II I1 I / 'I,
(~!
" ,I 11 I ,. ~)!
. ." .1r2'
I~/ ','Ir'i~ I ,I--
II
.I -'" ;
IL. JI •
gr-~;if
" I1
~-
,l'
1/ HA[ .
1
V I~ -r- -~/~J -1-
--f--t- -- - r-+- --r--\ 11 Q)~.!.(1 t/
.... -
EYE-BOLT LAG IN 5" MIN.
(PREDRILL HOLE)
EYE-BOLT LAG IN 5" MIN.
(PREDRILL HOLE)'
~TE:
BOAT LIFTS SHAI.~T BE, ,ATIAcHED. ,TO GL ~PROVIDE "'ETAL TOBE: SOLTED TO PlLI~
CUPULA STUDS SHALL BE
2X4 @ 16" O.C. EACH STUDI[SHALL BE ATTACHED TO THE
MAIN ROOF RAFTERS W/STRAPS
ROOF RAFTERS SHALL BE2X6 @ 16" O.C.
CUPOLA FRAMING PLAN
1. ROOF RAFTER SHALL BE 2X12 @ 16" O.C. W/RIDGE AND HIP TO BE 2X12.
2. - • - • -1/2"0 HDG THREADED ROD W/ TURNBUCKLE AS REQUIRED.
3. f2!j - 8X8" 2.5 CCA (FULL LENGTH)
BEAM / HEADER SCHEDULE
ROOF PLAN SCALE 1/8" - 1'-0"
Q)®
ANTHONy 24F GLULAM 6 3/4" X 19 1/4" BEAM
ANTHONY 24F GLULAM 5 1/2" X 12 3/8" BEAM
5/8" PLyWOODROOF DECK
ROOF SYSTEM
RE: ARCH'lROOF SHEATHING
EDGE NAILING ---..
SEE 13/S1.01 (TYP.)
B(FL
@SECTION at ROOF
SEE PLAN
POST - SEE PLAN
SECTION at BEAM @
2X6X2'-0' LONG W/
(4) 5/8¢ X 6'LONG" LAG SCREWS (HDG)
2X6 RIDGE BEAM
2X4 ROOF RAFTERS
H2.5 CLIP AT EACH
STUD (T&B)
2X8 RIDGE BEAM
H2.5A AT EACH RAFTER
1/2" SHEATHING
2X4 STUDS AT 16' O.C.
H2.5 CLIP AT EACH
STUD (T&B)
5/8' PLyWOODROOF DECK
5/8" PLyWOOD ROOF DECK ""STRAP STUD TO BOT. AND TOP PLATE ~ ')
ROOF SYSTEM - RE: ARCH. ~ROOF SHEATING ""EDGE NAILNIG
SEE 13/S1.01 (TYP.)
CONT. 2X NAILER
ROOF SHEA THING A TT ACHMEN@
0)
ROOF RAFTER SEE PLAN
BEAM - SEE PLAN
HGLTV HANGER
WOOD BLOCKING
BEAM - SEE PLAN
POST - SEE PLAN
~
RAFTER TO TOP PLATE (TOE-NAILED) - (:
RAFTER TO RIDGE BOARD (TOE-NAILED) -
SECTION at ROOF
20 psi130 mph 3 sec.
CIV
5/8' PLyWOODROOF DECK
ROOF SYSTEM -
RE: ARCH. 1ROOF SHEATING \EDGE NAILNIG
SEE 13/S1.01 (TYP.)
@
KING POST - SEE PLAN
(2) CS18 CONNECTPOST TO BEAM
BEAM - SEE PLAN
CODE:
LIVE LOADS REFERENCE: (lRC 2000)'INTERNATIONAL RESIDENTIAL CODE - 2000· •••.. TABLE R301.4
DESIGN LOADS:
1. DESIGN LIVE LOADSROOF .•••••••••.••..•...............••......•..••••••••..••••......••••••
WIND LOADS ••••••..••....••••..............•••••......•••..••..•••••EXPOSURE ••••••..........•..•••••••••••••••••••••••••••••••••••••••••IMpORTANCE FACTOR ••••••••••..••••••••••••......••.••........
SECTION at ROOF
<2>
@@
SHEATHING FASTENED 6' O.C.
e!) ALONG PANEL EDGES AND 12'O.C. ALONG INTERMEDIATE FRAMING
SHEATHING FASTENED 4' O.C.
([) ALONG PANEL EDGES AND 6'O.C. ALONG INTERMEDIATE FRAMING
SECTION at CUPOLA B
<2>
'coO:~?:
2. SEiSMIC lONE. ••••••••••••••...••........•..••••••••.••...•..••••••• 0
, 4'
, 30' ft1 30 R- ',,"'u. ""ENOONS19 ' " "-8""-8" _ 32'-'" 32-' "UN~se'O"
pr---"
Eh'\.----- ~
~
(()z0Vit:)z zw 13~ <:B a.
(()....J t:)....J
<: zQ: :J~":.t-
o::
0 L
<0I
"CO
'0I
'0..,
al5I~....J
:J!D
wWQ:UZou
E~
I-
<0I
Co
oI
ilJ..,
6X6" 2.5 CCA (UNDER PIER)
axa" 2.5 CCA (FULL LENGTH)
- ALL STRINGERSTO BE2X12 @ 16" O.C.
ALL SPLIT BEAMS SHALLBE (2) 2X12 (U.N.O.)
~-§/J .10..
. rV
\ CONT./(2) 2X12RIM lOIST
BLOCKING,
~3' -a"
~
X12
~I
NI~
r CONl1. (2)/ RIM ~OIST
t--..
~
15'-4"
~
17'-0"
W- BLOCKING
17'-0"15'-4"
§,1I..-.
, a'CoI
'"
<cI
Co
n
~I
'0
,oI
r-.
PIER LAYOUT PLAN SCALE 1/a" - 1'-0"
12/15/28134 17:135 48993887135 SHELMARKENG PAGE 132
EXISTING 10"X1 0"TIMBER PILING
1"0. STAINLESS STEEL THRU
BOLTS wi WASHERS ATBOTH ENDS
HWM
EXISTING MUDLINE
NEW 10"X1 0" TIMBERPILING - 2.5 CCA
'b~
H~'b ~~ ~• (Q:r I- lrJ~.oI-
~oI"
-H
IZW~Clwm:::!:w(.?z~xw
TIMBER PUNa REPAIR
DA1E:
PROPOSED BLACKARD BOAT HOUSETHE ENCLAVE - LOT 29
GALVESTON, TEXAS
-Fl-l£N-AIo.i-E:-' --~ I PROJ I: I SHEET /