Combination Drawings Set 1.pdf

' I

- :. -_ .. - :J-::. -:.. :. --=--:_ -_ -

DETA:IL "A"

NT S

I ' ' I I I I I I I

4x 4 POST

SECTION 11B-B

N T S

4'-o" 2x6 DECKING

' II:

2x4 HANDRAIL

- I'¢ GALVANIZED EYE BOLT THRU PILE WITH FLAT WASHERS

BOTH ENOS, LOCK WASHERS a NUT ONE END

I"� GALVAN IZEO EYE BOLT THRU PILE WITH FLAT

WASHERS BOTH ENDS, LOCK WASHER ANO NUT

ONE ENO

DETAIL "C"

SEE DETAIL "8'

FOR OOTTOM OF

STEP$

NT S

BRACES

I

--1f-L

DETAIL 11

B

NT S

3/4" BOLT W 1TH J x3x 1/4 SQUARE WASHER

(TYPI CAL)

�EQUIPMENT

I..... SHELTER

NOTCH!OPILE 2"

FOR 4•� 12 • TIMBER

AND SECURED WITH

2EA 3/4�01A

BOLTS (TYPI CAL

6 PLACES}

BOTH SIDES OF STEPS

PL AN

I_N _T_S __

0 0

� ----W-

SECTl<DN "A-�

NT S

EtEVATION '5'

I

S I DE ELEVATION

NO TES: N T S

ALL L UMBER SEASO'IEO ( 19%MC l NO I DENSE STRUCTURAL RATED ( 16CO PSI) SOUTHERN PINE, 12 LB C REOSOTE

TREATED

2 NOT USED

3 ONE WASHER IS USED UNDER ALL NUTS ONE WASHER IS ALSO USED UNDER ALL BOLT HEADS

THAT BEAR AGAINST WCX1J ALL WASHERS ARE A MINIMUM OF 3"DIA OR 3"� 3" SQ x t/4" THICK

4 AU. TURNBUCKLES, EYEBOLTS, ETC ARE DROP FORGED 6 EQUAL TO THOSE MANUFACT URED BY US STEEL

'5 130LT HOLES ARE 1/16" LARGER IN DIAMETER THAN THE BOLTS

6 ,4NCHOA'€DBUILDING TO PLATPORM AS RECOMMENDED BY BUILDING MANUFACl\lRER 7 BtJILDING IS CENTERED ON PLATFORM ANO STAIRWAY IS CENTERED ON DOORWAY

DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION

FORT .,,,ORTH, TEXAS

MALSR

(RUNWAY 13)

EQUIPMENT• BUI LDING

PLATFORM DETAILS

(SCHOLES FIELD)

•• po,, AIRWAY FACILITIES

TEXAS

DIVISION sw-0-10094-1O b,;.·--- ---+', ' 0 Of

_IN

N

3'-o· 9'-0"

3'-0"

16" SO. X 50'-Q"

PRECAST

PRESTRESSED

CONCRETE PILES

3'-0" CONCRETE

SLAB BEAM

WAU<l'IAY, SEE

DET. 2/S3

+14.0'

(MATCH

EXISTING)

CONCRETE

PILE CAP

"' n.:

¾" CHAMFER

(TYP.)

CL 1" EXP.JT.

5• I 6"

NEOPRENE BEARING

PADS S"x½"xo'-6" (50

DUROMETER)

(2 EACH END - TYP.)

+14.0' "" (MATCH

EXISTING)

CONCRETE PILE CAP

REINF. w/J,v lf7 TOP & BOT. w/#3 TIES <l> 12"c.c.

___ _:'1'

Q,[]]@8:::C"�J.:1'::!-0[1.,_s _e_c _t_io_n ____________________ Q,[]](142==·--1:1'::!0n...s .. e_ c t io n b 2~ NEOPRENE BEARING i PADS 6"x2½"xo'-6·

(50 DUROMETER) FOR

EXISTlllG SLAB BEAM

I .,..-CL. 1" EXP.JT.

V & CONCRETE

1 PILE CAP

6" 6"

NEOPRENE

BEARING

PADS

'm

-.... ,",.,,....._ r-r------�

INSTALL UM. ALLOY

CASTIN FOR Ii."•

RAIL OST TO MATCH

EXI NG

NOTE:

CONCRETE PILE CAP

REINF. w/3~ fl

CONCRETE

PILE CAP

HANDRAILS ARE NOT A

PART Of 1HIS CONTRACT.

TIES @ 12"c.c. PLAN VIEW 3 2'-0" TOP & BOT. w/#3

[lJ ft_!L_4£·�::.11.'.::'-:ll'.oi...s_ e_ c_t_ io_n _______________ _. ___________ LlY:::'L Handra il Section

0 0

0 0

TYPICAL

CONCRETE

BENT CAP

CL. CONCRETE

PILE CAP &

I' EXP. JOINT

@ SLAB BEAM

WAU<WAY

TYPICAL SLAB

BEAM WALKWAY

�lo A{'<, 1'0\. t 'i>°"\- o� \I-ts c.,,-.h=\-, �\s,(J.(t..�d.- A GS I>- t'<"'\- c"- �S

0 0

0 0

L_. ___________ _______ __:3

_::4,_· ___________ ec_.,_� __ · _______ -,l<

[&] Typical Handrail Layout Plan

TYPICAL

CONCRETE

BENT CAP

CL CONCRETE

PILE CAP &

1 • EXP. JOINT

@ SLAB BEAJ.l

WALKWAY

33'-4"

209'-0'1

PILE PLAN

SCALE: 1/16" � 1'-0" �NORTH

210'-0"

WALKWAY PLAN

SCALE: 1/16" = 1'-0" �NORTH

CONSTRUCTION NOT£·

CONTRACTOR SHALL FIELD VERIFY ALL Dlt.!ENSIONS PRIOR TO

FABRICATION OR ERECTION.

GENERAL NOTES

1. ALL CONCRETE SHALL TEST 3000 PSI AT 28 DAYS.

2. ALL CONCRETE REINFORC1NG BARS SHALL CONFORM TO ASnd A615 GRADE 60, EXCEPT DJ BARS MAY CONfORl i

TO GRADE 40.

3. DETAILING AND FABRICATION Of CONCRETE REINFORCEMENT AND ACCESSORIES

SHALL BE IN ACCORDANCE 111TH ACl-315 LATEST EDITION.

4-. LAP ALL CONTINUOUS REINFORCING BARS 36 DIAMETERS AT SPLICES, TEES,

AND CORNERS.

5. 1HE USE Of HEAT TO FACILITATE THE BENDING OF REINFORCING BARS \\ILL

NOT BE PERMITTED.

6. NO ENGINEERING DRAVdNG MAY BE REPRODUCED FOR USE AS SHOP DRAIV.NGS.

STEEL NOTES

1, ALL STRUCTURAL STEEL DETAILS AND CONNECTIONS SHALL CONFORM TO nJE

STANDARDS OF 1HE A.1.$.C.

2. ALL STAINLESS STEEL PLATES AND ANGLES SHALL CONFORM TO ASTM A276

(AISJ 316)

3. SHOP CONNECTIONS SHALL BE ll'ELDED vn1H 1/4-" FILLET YIELDS, UNLESS

NOTED OTHER111SE,

4-. FIELD PAINT ALL EXPOSED STEEL STRAND ENDS 111TH "GALVAX" OR APPROVED

EQUAL

5. NO ENGINEERING DRAWING MAY BE REPRODUCED FOR USE AS SHOP DRAY,INGS.

&trajZ<ii iO CQl!TRACi �?1.S E)Approve.d a.s SUbnitt'erl _t,¥" D AI1pl:Oved ns l{otca , O Dise o

By::.,.

uo. DATE REVISIONS APP.

J. W, KELSO, INC.

7225 HARBOllSIOE DRIVE

GALVESTON, TEXAS 77554

SCHOLES AIRPORT PIER

GALVESTON, TEXAS

RUNWAY 13

NEW WALKWAY

PLAN

STANLEY ENGINEERING COMPANY INC,

l.B.P.E. R[QSTRA110N I F-0001'15

3301 [OUJE ST. 9.JITE 200 HOUSTON, TEXAS nov PH; 71l-776-943J

E-UJ.ill S£c»l�At�llRllGJlU

SCAl£: AS NOTED

OAT£: 07/10/09

JOO NO. 0463-0054

OGH. BY: J:!.!@._

OWN. HY:.£fil__

DYK't. N-0. 0463-0054-S2

INTERIM REVIEW

Not inlended for construction, bidolng or permit pi,irpcscs.

Engineer: HCUIE lt. STA.'f{.EY1 .fj.

P.E. Si:rid No.; �·------

Dote: ..U.Y 17 2009

SHEET NO.

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