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SECTION 01 ROOF ®

SECTION 01 ROOF @

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SECTION 01 ROOF @

SECTION 01 BEAM @

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M·1CII.11JG"a· .•••_ HCU)

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SECTION at CUPOLA @

ROOF SHEATHING ATTACHMEN@

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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

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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,

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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

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TIMBER PUNa REPAIR

DA1E:

PROPOSED BLACKARD BOAT HOUSETHE ENCLAVE - LOT 29

GALVESTON, TEXAS

-Fl-l£N-AIo.i-E:-' --~ I PROJ I: I SHEET /