Questions_Answered.pdf

Al t er KC- 46A FTU Fusel age Tr ai ner Phase 2 AGGN193001 Al t us AFB, OK packages c l ear l y l abel ed wi t h t he manuf act ur er ' s name, br and name, s i ze, dye l ot number , and r el at ed i nf or mat i on. Pr ot ect t he del i ver ed equi pment i n st or age f r om t he weat her , humi di t y and t emper at ur e var i at i on, di r t and dust , or ot her cont ami nant s.

1. 6 WARRANTY

Pr ovi de 2 year mi ni mum war r ant y.

1. 7 CERTI FI CATI ONS

The Cont r act or shal l pr ovi de cer t i f i cat i on t hat t he f ol l owi ng r equi r ement s have been met . Al l cer t i f i cat i ons shal l be pr ovi ded i n accor dance wi t h t he Cont r act Dat a Requi r ement s Li st .

No. Paragraph Certifications

l. 3.2.l.l. Bal l t r ansf er s have a zi nc- pl at ed st eel bal l and housi ng. Al l r emai ni ng st eel component s ar e al so zi nc- pl at ed st eel .

2. 3.2.l.1. Bal l t r ansf er s ar e l ubr i cat ed f or l i f e, per manent l y seal ed, and have a mi ni mum l oad capaci t y of 375 pounds each.

PART 2 PRODUCTS

2. 1 MATERI ALS

2. 1. 1 Toe Guar ds or Ski r t s

Pr ovi de s i des or edges, except f r ont and r ear edges, of t he r amps whi ch r i se above t he sur r oundi ng l oadi ng dock wi t h sheet car bon st eel ski r t s or t oe guar ds of mi ni mum 14 U. S. S. gauge nomi nal t hi ckness. Fur ni sh smoot h f aced t oe guar ds or ski r t s and mount f l ush wi t h t he edges of t he r amp sur f ace. Ensur e suf f i c i ent dept h of t oe guar ds or ski r t s t o pr ot ect t he f ul l oper at i ng r ange of dock t r avel . Ensur e t he const r uct i on capabl e of r esi st i ng a mi ni mum l at er al f or ce of 10 pounds wi t h a maxi mum def l ect i on of 1/ 2 i nch. Ski r t and gui de r ai l may be combi ned and i nst al l ed as a s i ngl e unit.

2. 2 BALL DECK

Pr ovi de per manent l y i nst al l ed bal l t r ansf er deck. Deck syst em shal l i ncl uded deck panel s, t r ansf er bal l s, and gui des. Bal l deck shal l be equal i n qual i t y and per f or mance as Ki et ek " MPL1400 - Pl ank Bal l Deck" .

2. 2. 1 St andar d Pr oduct s

Submi t dat a i ncl udi ng a compl et e l i s t of equi pment and mat er i al s, manuf act ur er ' s descr i pt i ve and t echni cal l i t er at ur e, cat al og cut s, and i nst al l at i on i nst r uct i ons. Pr ovi de mat er i al s and equi pment , whi ch ar e t he st andar d pr oduct s of a manuf act ur er r egul ar l y engaged i n t he manuf act ur e of t he pr oduct s, and t hat essent i al l y dupl i cat e i t ems t hat have been i n sat i sf act or y use f or at l east 2 year s pr i or t o bi d openi ng.

SECTI ON 11 13 10. 15 23 Page 3

2. 2. 2 Deck Panel s

Deck panel s shal l cr eat e one seaml ess decki ng syst ems f unct i oni ng as one cont i nues f l oor i ng syst em. Panel s shal l be a per f or at ed non- sl i p wal k i ng sur f ace. Panel s shal l by gal vani zed ( 10 GA) . Fr ont edge of deck shal l per mi t f r ee movement of f or k l i f t s and l oader s wi t h an open bevel l i p.

Panel s shal l be secur el y i nst al l ed t o concr et e s l ab.

2. 2. 2. 1 Exposed Sur f aces

Al l exposed met al sur f aces and f ast eni ng mat er i al s shal l f ul l y compl y wi t h t he mi ni mum r equi r ement s of ASTM A123/ A123M, ASTM A143/ A143M, and

ASTM A153/ A153M.

2. 2. 2. 2 Rat ed Capaci t y

Mi ni mum 15, 000 pounds wor ki ng l oad capaci t y.

2. 2. 3 Bal l Tr ansf er s

Bal l t r ansf er s shal l be r ound r ecept acl es al l owi ng pr oduct t o be moved i n al l di r ect i ons acr oss deck syst em. Tr ansf er s shal l be pl aced 8 i nches on cent er . Bal l t r ansf er s housi ng of 1. 77 i nch car bon st eel wi t h t aper ed edges. I nt er nal 1- 3/ 16 i nch di amet er st ai nl ess st eel mai n bal l on 1/ 8 i nch car r i er bal l . Each bal l t r ansf er shal l have a mi ni mum l oad capaci t y of 375 pounds.

2. 2. 4 Si de Gui des

Pr ovi de s i de gui des on t wo si des, excl udi ng t he f r ont l oadi ng ar ea and one shor t s i de wel ded t o t he s i de of t he deck. Gui de shal l be 6 i nches hi gh by 3/ 8 i nch f l at bar . Bar shal l be pai nt ed saf et y yel l ow.

2. 2. 5 Tr eadpl at es

A met al t r eadpl at e shal l be pr ovi ded over t he f r ame and ar ound al l bal l t r ansf er s t o pr ovi de a saf e wal k i ng sur f ace f or per sonnel who manual l y t r ansf er t he pal l et s. The t r eadpl at es shal l be a mi ni mum 1/ 8- i nch st r uct ur al st eel . Al l t r eadpl at es shal l pr ovi de a non- ski d sur f ace wi t h hi gh t r act i on even when wet . Hol es f or t he bal l t r ansf er s shal l not pr ovi de a gap bet ween t he bal l t r ansf er and t he t r eadpl at e of mor e t han 1/ 8 i nch. The t r eadpl at es shal l be s i zed t o be easi l y r emovabl e by one per son. The met hod of secur i ng t he t r eadpl at es shal l not pr esent a t r i ppi ng hazar d when t he t r eadpl at es ar e i nst al l ed. The t r eadpl at es shal l be secur ed i n a manner t o f aci l i t at e r emoval .

2. 2. 6 Shi ms

As a mi ni mum, t he conveyor f r ames shal l be shi mmed at each anchor poi nt .

Shi ms shal l be pr ovi ded so t hat t he conveyor f r ames do not have an unsuppor t ed l engt h gr eat er t han f i ve f eet . The shi ms shal l be hel d i n pl ace by t he anchor bol t . Shi m hol es shal l be punched or dr i l l ed. Sl ot t ed shi ms shal l not be accept abl e. Bevel ed or hal f - shi ms shal l be pr ovi ded wher e r equi r ed t o ensur e t hat each conveyor f r ame i s l evel . Each shi m shal l be a mi ni mum of 4 i nches i n l engt h. Shi ms shal l be of suf f i c i ent var yi ng t hi ckness so t hat no mor e t han f i ve shi ms ar e i nst al l ed at any point.

SECTI ON 11 13 10. 15 23 Page 4

1241966840C Highlight

1241966840C Highlight

1241966840C Highlight

2. 2. 7 Removabl e St ops

The Cont r act or shal l pr ovi de 21 r emovabl e st ops as shown on Dr awi ng 2- S- 103.

The r emovabl e pal l et st ops shal l be a mi ni mum of 9- i nch wi de by 4- i nch hi gh by 1/ 2- i nch st eel . The r emovabl e pal l et st op pl at e shal l have a handl e punched i n t he st op t o f aci l i t at e easy i nst al l at i on and r emoval . Al l pal l et st ops shal l be pai nt ed saf et y yel l ow. Pal l et st ops shal l be desi gned t o wi t hst and t he i mpact of a l oad up t o 10, 500 pounds, movi ng at 40 f eet / mi nut e wi t hout suf f er i ng any per manent damage.

2. 2. 8 Oper at i on

The f or ce r equi r ed t o st ar t and mai nt ai n pal l et shal l not exceed 25 pounds per 1, 000 pounds of l oad. The f or ce shal l be appl i ed 48 i nches above t he conveyi ng sur f ace at t he edge of t he pal l et . The bal l t r ansf er s shal l be f r ee r ol l i ng wi t hout bi ndi ng af t er t r ansf er r i ng l oads.

2. 2. 9 Conveyor Level ness

The conveyi ng sur f ace of t he ent i r e syst em shal l be l evel and t r ue al ong i t s ent i r e l engt h and wi dt h. The conveyi ng sur f ace of al l conveyor shal l be l evel t o wi t hi n 1/ 8 i nch over 10 f eet measur ed al ong t he l engt h and wi dt h of t he conveyor and acr oss al l conveyor f r ame i nt er f aces. The conveyor shal l pr ovi de a smoot h sur f ace f or t r anspor t i ng pal l et i zed l oads.

2. 2. 10 Def or mat i on Under I mpact

Al l conveyor f r ames, r ol l er s, bear i ngs, bal l t r ansf er s, and gui de r ai l s shal l be capabl e of wi t hst andi ng r epeat ed i mpact s f r om on/ of f - l oadi ng and t r ansf er of f ul l y l oaded pal l et s wi t hout suf f er i ng any per manent def or mat i on. I mpact s shal l occur f r om t he manual t r ansf er of pal l et s ont o and over t he conveyor .

2. 2. 11 I nt er f aces

Pal l et s shal l not snag or bi nd at i nt er f aces bet ween conveyor f r ames.

PART 3 EXECUTI ON

3. 1 I NSTALLATI ON

I nst al l and adj ust i n accor dance wi t h manuf act ur er ' s appr oved det ai l dr awi ngs, and manuf act ur er ' s i nst r uct i ons. Check and ver i f y t he appr opr i at e measur ement s at t he bui l di ng pr i or t o manuf act ur i ng.

3. 2 MAI NTENANCE MANUALS

Pr ovi de t hr ee set s of mai nt enance manual s descr i bi ng manuf act ur er ' s mai nt enance and r epai r s.

3. 3 CLEANI NG, TREATMENT AND PAI NTI NG

I n accor dance wi t h manuf act ur er ' s st andar d pr act i ce, c l ean decki ng but not i ncl udi ng par t s pr ot ect ed by l ubr i cat i on.

- - End of Sect i on - -

SECTI ON 11 13 10. 15 23 Page 5

77'-6"

'-6

3233343536

K

M

A1 2-S-301

A4 2-S-301

A7 2-S-301

7"7"

9"

9"WF2WF2WF2WF2

WF2WF2WF2WF2

W F2

W F2

'-9

'-9

12'-2" 21'-0" 21'-0" 23'-4"

A1 2-S-301

A4 2-S-301

TOC EL 99'-0"

TOC EL 103'-4"

A7 2-S-301

NOTE 6

NOTE 2

NOTE 5

FOR HAND RAILS,

SEE ARCH

NOTES:

1. SEE DWG 2-S-001 AND 2-S-002 FOR GENERAL STRUCTURAL NOTES,

SEE DWG 2-S-003 FOR ABBREVIATIONS AND KEY,

SEE DWG 2-S-004 & 2-S-005 FOR SPECIAL INSPECTION REQUIREMENTS,

SEE DWG 2-S-006 FOR TYPICAL FOUNDATION DETAILS,

SEE DWG 2-S-007 FOR TYPICAL CONCRETE DETAILS,

SEE DWG 2-S-008 FOR TYPICAL SLAB ON GRADE DETAILS,

2. SLAB ON GRADE SHALL BE 8 INCH THICK CONCRETE SLAB

REINFORCED WITH #4@12"OC EW ON 10 MIL VAPOR

BARRIER ON 4 INCH THICK AGGREGATE BASE COURSE.

3. XX INDICATES BRACES BAY LOCATIONS.

4. WF# WALL FOOTING TYPE, SEE FOUNDATION SCHEDULE FOR

COLUMN SCHEDULE THIS DWG.

5. SLAB ON GRADE CONTROL JOINTS AND CONSTRUCTION JOINTS,

SEE TYPICAL DETAILS ON DWG 2-S-009. SLAB ON GRADE

CONSTRUCTION JOINT LAYOUTS TO BE DETERMINED BY THE

CONTRACTOR AND REVIEWED AND APPROVED BY THE

CONTRACTING OFFICER.

6. STAIRS, SEE ARCHITECTURAL DWGS.

7. SEE CIVIL DRAWINGS FOR LOCATION.

8. PALLETS ARE LOADED ON THE SIDE OF THE CARGO SUPPORT

STRUCTURE THEREFORE ROLLER DECK MUST EXTEND TO EDGE.

LOCATION

VERTICAL LOAD (KIPS)

DL

3 DNK-36

LL

5 DN

WL

7 UP, 5 DN

SL

3 DN

EL

1 UP, 1 DN

EAST-WEST LOAD (KIPS)

DL

LL

WL

SL

EL

NORTH-SOUTH LOAD (KIPS)

DL

LL

WL

SL

EL

5 DNK-35 8 DN 10 UP, 8 DN 4 DN 1 UP, 1 DN - - 2 - - 1 2 4 1 1

5 DNK-34 8 DN 10 UP, 8 DN 4 DN 1 UP, 1 DN - - 2 - - 1 2 4 1 1

5 DNK-33 8 DN 10 UP, 8 DN 4 DN 1 UP, 1 DN - - 2 - - 1 2 4 1 1

3 DNK-32 5 DN 7 UP, 5 DN 3 DN 1 UP, 1 DN - - 2 - - 1 2 3 1 1

3 DNM-36 5 DN 7 UP, 5 DN 3 DN 1 UP, 1 DN - - 2 - - 1 2 4 1 1

5 DNM-35 8 DN 10 UP, 8 DN 4 DN 1 UP, 1 DN - - 2 - - 1 2 5 1 1

5 DNM-34 8 DN 10 UP, 8 DN 4 DN 1 UP, 1 DN 1 1 3 1 1 1 2 5 1 1

5 DNM-33 8 DN 10 UP, 8 DN 4 DN 1 UP, 1 DN 1 1 3 1 1 1 2 5 1 1

3 DNM-32 5 DN 7 UP, 5 DN 3 DN 1 UP, 1 DN - - 2 - - 1 2 4 1 1

NOTES:

1. LOADS ARE UNFACTORED.

2. EAST-WEST AND NORTH-SOUTH LOADS ARE REVERSIBLE.3233343536

K

M

77'-6"

'-6

12'-2" 21'-0" 21'-0" 23'-4"

7"7"

9" 9"

4" HIGH CONT

PALLET EDGE

STOP

BALL TRANSFER

CONVEYOR

463L PALLET

LOCATION,

TYP OF 21

4" HIGH CONT

PALLET EDGE

STOP

REMOVEABLE PALLET

STOP AT EACH PALLET

LOCATION (TYP OF 21).

3 PALLET STOPS PER

PALLET POSITION.

NOTE 8

3'-1"

3' -7

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D1 FOUNDATION PLAN

OUTDOOR CARGO SUPPORT WALL FOOTING SCHEDULE...

ID THICKNESS WIDTH REINFORCING

WF1 1'-0" 3'-0" 4-#5 CONT

WF2 2'-0" 5'-0" 4-#5 CONT

0 4' 8' 16'

SCALE:1/8"=1'

PLAN

NORTH

TRUE

NORTH

A1 BALL TRANSFER CONVEYOR DECK PLAN

0 4' 8' 16'

SCALE:1/8"=1'

PLAN

NORTH

TRUE

NORTH

ROLLER DECK, SEE

BALLTRANSFER CONVEYOR

DECK, SEE DECK LAYOUT PLAN

AND OF SPECIFICATIONS

SLAB ON GRADE

PER PLANS

PAVING PER CIVIL

#5 BARS AT 12"OC EACH

WAY WALL CENTERLINE

#4 @ 12"OC

5-#4 CONT

HANDRAILS AND

BUMPERS PER ARCH

HOOK

INTO SLAB

TOC EL 100'-0"

TOC EL 103'-4"

#6 BARS AT 8"OC

GRID

COORD W/CANOPY SUPPLIER

1' -0

2'-0"

8"

2' -0

5'-0"

6"

TOS EL 99'-0"

ROLLER DECK

SEE BALLTRANSFER CONVEYOR

DECK, SEE DECK LAYOUT PLAN AND

APPENDIX A OF SPECIFICATIONS

SLAB ON GRADE

PER PLANS

PAVING PER CIVIL

#5 BARS AT 12"OC EACH

WAY WALL CENTERLINE

#4 @ 12"OC

5-#4 CONT

HANDRAILS AND

BUMPERS PER ARCH

HOOK

INTO SLAB

TOC EL 100'-0"

TOC EL 103'-4"

#6 BARS AT 8"OC

GRID

COLUMN, BASE PLATE,

AND ANCHOR BOLTS

BY CANOPY SUPPLIER

COORD W/CANOPY SUPPLIER

1' -0

2'

-0

6"

2'-0"

8"

5'-0"

TOS EL 99'-0"

1' -0

SLAB ON GRADE

PER PLANS

PAVING PER CIVIL

#5 BARS AT 12"OC EACH

WAY WALL CENTERLINE

#4 @ 12"OC

4-#5 CONT

WALL PANEL AND

BASE ANGLE PER

CANOPY SUPPLIER

HOOK

INTO SLAB

TOC EL 100'-0"

TOC EL 103'-4"

GRID

1'-2" 8" 1'-2"

3'-0"

8"

1' -0

COORD W/CANOPY SUPPLIER

TOS EL 99'-0"

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A1 SECTION A4 SECTION

0 1' 2' 3'

SCALE:3/4"=1'

0 1' 2' 3'

SCALE:3/4"=1'

A7 SECTION

0 1' 2' 3'

SCALE:3/4"=1'

2-A-423

D1

2-A-424

D4

2-A-424

D7

2-A-423

A1

C7

2-A-424

C7

2-A-424

C4

2-A-424

C4

2-A-424

A3

2-A-424

STEEL STRINGER STAIR

WITH METAL GRATE

TREADS AND OPEN RISERS

CASTER DECK

CONCRETE SLAB

RE: STRUCTURAL

1 1/2" GALVANIZED STEEL PIPE

REMOVABLE GUARDRAIL.

FACE MOUNTED

1 1/2" GALVANIZED STEEL PIPE

REMOVABLE GUARDRAIL.

FACE MOUNTED

35 34

K

M

9"

9"

7" 12' - 2" 21' - 0" 21' - 0" 23' - 4" 7"

78' - 8"

DS DSDS

TYP.

23"

TYP.

17"

1 1/2" GALVANIZED STEEL

PIPE RAILING TO MEET

OSHA REQUIREMENTS;

LOCATE POSTS AT 6'-0" O.C.

MAX

1 1/2" GALVANIZED STEEL PIPE

REMOVABLE GUARDRAIL.

FACE MOUNTED

STEEL PLATE

PALLET STOP

GALVANIZED

STEEL LADDER D8

2-A-423

1 1/2" GALVANIZED STEEL

PIPE RAILING TO MEET

OSHA REQUIREMENTS

SLAB ON GRADE CONTROL

JOINTS AND CONSTRUCTION

JOINTS (CJ) RE: STUCTURAL

LIMITS OF CASTER DECK

FOR FORK LIFT ACCESS

T Y P

7'

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73915_A_FUT-AltusPh1_Central.RVT

1/4" = 1'-0"B1

FLOOR PLAN

PLAN

NORTH

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NORTH

0 2' 4' 8'

SCALE:1/4"=1'

STAIR GENERAL NOTES

1. PALLETS WILL BE LOADED FROM FRONT (GRID K) AND

SIDE (GRID 36). FRONT (GRID K) AND SIDE (GRID 36)

SHALL BE COLUMN FREE AND CASTER DECK SHALL BE

EXTENDED TO SLAB EDGE

2. PROVIDE PALLET STOP AT THE CASTER DECK EDGE

(GRID M AND GRID 32) AND AROUND COLUMNS.

3. PROVIDE REMOVABLE GUARDRAIL ALONG GRID K AND 36

C7

2-A-424

C4

2-A-424

PAINT ON CONCRETE WALL

PRE-ENGINEERED METAL BUILDING

WALL PANEL SYSTEM. REFERENCE

SPECIFICATION 13 34 19

PRE-ENGINEERED METAL ROOF

PANEL SYSTEM, REFERENCE

SPECIFICATION 13 34 19

DOWNSPOUT (DS)

PRE-FINISHED METAL GUTTER

AND DOWNSPOUTS PER

SPECIFICATION 13 34 19

3635343332

DS

12' - 2"21' - 0"21' - 0"23' - 4"

DS DS

D8

2-A-4231 1/2" GALVANIZED STEEL

PIPE RAILING TO MEET OSHA

REQUIREMENTS; LOCATE

POSTS AT 6'-0" O.C. MAX

(T Y P

3'

103' - 4"

CARGO FLOOR

SEE CIVIL AND STRUCT

DRAWINGS FOR ELEVATION

GALVANIZED STEEL

LADDER AND ATTACHMENT

TO CONCRETE WALL AND

SLAB (VERIFY HEIGHT), SEE

PLANS FOR LOCATION

GALVANIZED STEEL

RAIL EXTENSIONS

PROVIDE SAFETY

CHAIN

C7

2-A-424

C4

2-A-424

1 1/2" GALVANIZED STEEL PIPE

REMOVABLE GUARDRAIL.

FACE MOUNTED - SEE DETAIL A7/A-424

12" x 10" RUBBER DOCK BUMPER, ALIGN W/ CENTER OF PALLET, TYP

36 35 34 33 32

PRE-ENGINEERED METAL BUILDING

WALL PANEL SYSTEM. REFERENCE

SPECIFICATION 13 34 19

PRE-ENGINEERED METAL

BUILDING SOFFIT PANEL

SYSTEM, REFERENCE

SPECIFICATION 13 34 19

12' - 2" 21' - 0" 21' - 0" 23' - 4"

STEEL STRINGER STAIRS,

RE: DETAIL A5/ 2-A-424

5' - 0"

(TYP)

4' - 11"

(TYP)

4"

4"4' - 4"

(T Y P

3'

6" (T

Y P

6" (TYP)

103' - 4"

CARGO FLOOR

SEE CIVIL AND STRUCT

DRAWINGS FOR ELEVATION

M

GALVANIZED STEEL

LADDER, ATTACHMENT

AS REQUIRED BY LADDER

MANUFACTURER

GALVANIZED STEEL LADDER

ATTACHMENT TO CAST IN

PLACE CONCRETE WALL

GALVANIZED STEEL STAIR

RAIL EXTENSION

PAINTED CONCRETE PLINTH

1'

1'

1'

4" 3'

D

2 3

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F O R C E B A S E , O

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C T N O . A

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F T U F U S E

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G E T R A

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E R P H A S E

NOT FOR CONSTRUCTION

100% CORRECTED FINAL

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2-A-423

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73915_A_FUT-AltusPh1_Central.RVT

1/4" = 1'-0"D1

NORTH ELEVATION

1/4" = 1'-0"A1

SOUTH ELEVATION

0 2' 4' 8'

SCALE:1/4"=1'

0 2' 4' 8'

SCALE:1/4"=1'

1/2" = 1'-0"D8

LADDER SECTION

0 1' 2' 4'

SCALE:1/2"=1'

PAINT ON

CONCRETE

WALL

PRE-ENGINEERED METAL

BUILDING WALL PANEL

SYSTEM. REFERENCE

SPECIFICATION 13 34 19.

GUTTER AND

DOWNSPOUT

RE: P.E.M.B.

K M

1"

12"

31' - 6"

STEEL STRINGER STAIRS,

RE: DETAIL A5/ 2-A-424

1 1/2" GALVANIZED STEEL

PIPE RAILING TO MEET OSHA

REQUIREMENTS; LOCATE

POSTS AT 6'-0" O.C. MAX

(T Y P

3'

2'-4"

103' - 4"

CARGO FLOOR

SEE CIVIL AND STRUCT

DRAWINGS FOR ELEVATION

PRE-ENGINEERED METAL BUILDING

WALL PANEL SYSTEM. REFERENCE

SPECIFICATION 13 34 19

1 1/2" GALVANIZED

STEEL PIPE

REMOVABLE

GUARDRAIL. FACE

MOUNTED.

GUTTER AND DOWNSPOUT, RE: P.E.M.B.

PAINT ON

CONCRETE WALL

KM

1"

12"

31' - 6"

(TYP)

4' - 11"

(T Y P

3'

GALVANIZED STEEL LADDER BEYOND

KM

1"

12"

31' - 6"

1 1/2" GALVANIZED STEEL

PIPE RAILING TO MEET OSHA

REQUIREMENTS; LOCATE

POSTS AT 6'-0" O.C. MAX

(T Y P

3'

103' - 4"

CARGO FLOOR

SEE CIVIL AND STRUCT

DRAWINGS FOR ELEVATION

A1

2-A-424 D1

2-A-424

KM

1"

12"

31' - 6"

2-A-424

D7

5 TREADS @ 11"=4'-7"

5'

UP

A5

2-A-424

NOTE: FIELD VERIFY REQUIRED NUMBER OF RISERS.

MAXIUMUM RISER HEIGHT SHALL BE LESS THAN 7".

PROVIDE EQUAL NUMBER RISER HEIGHT

1' - 11"1' - 0"

1'

/2

1' - 0"

PRE-MANUFACTURED STEEL

PLATE WITH 2 SLEVES TO RECIEVE

PIPE RAILING

PIPE RAILING

3'

1'

1'

PRE-MANUFACTURED STEEL

PLATE WITH 2 SLEVES TO RECIEVE

PIPE RAILING

1 1/2" GALVANIZED STEEL PIPE

REMOVABLE GUARDRAIL.

BOLT TO CONCRETE

WITH 3/4" DIAM POST

INSTALLED ANCHORS

COLUMN. RE: P.E.M.B.

PRE-ENGINEERED METAL BUILDING

WALL PANEL SYSTEM. REFERENCE

SPECIFICATION 13 34 19

EAVE STRUT

PAINTED CONCRETE PLINTH

CONCRETE FOOTING.

RE: STRUC

PRE-ENGINEERED METAL ROOF

PANEL SYSTEM, REFERENCE

SPECIFICATION 13 34 19

EAVE TRIM W/ TRIM DRIP

CLOSURE & PANEL STRAP

M

PRE-ENGINEERED METAL

BUILDING SOFFIT PANEL

SYSTEM, REFERENCE

SPECIFICATION 13 34 19

PAINTED CONCRETE

PLINTH

COLUMN, RE: P.E.M.B.

EAVE STRUT, RE: P.E.M.B.

1 1/2" GALVANIZED STEEL PIPE

REMOVABLE GUARDRAIL.

FACE MOUNTED.

PRE-ENGINEERED

METAL ROOF PANEL

SYSTEM, REFERENCE

SPECIFICATION 13 34 19

CLOSURE & PANEL STRAPK

PRE-ENGINEERED METAL

BUILDING SOFFIT PANEL

SYSTEM, REFERENCE

SPECIFICATION 13 34 19

1 1/2" DIAM. METAL HANDRAIL

METAL GRATE TREADS

FOUNDATION

RE: STRUCTURE

METAL ATTACHMENT PLATE -

BOLT TO CONCRETE WITH 3/4"

DIAM. POST INSTALLED ANCHORS

F

IE

LD

V E R

IF

Y

R

IS

E R S

1/ 3' -4

1' - 11"5 TREADS @ 11"=4'-7"1' - 0"

11"

2' 0"

3'

3'

D

2 3

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REFERENCE

NUMBER:

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6 7 8 9

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DATE:

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A s I n d ic a te d

U A

M Y

C O

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F O R C E B A S E , O

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LA

H O M A

P R O

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C T N O . A

G G N

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F T U F U S E

LA

G E T R A

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E R P H A S E

NOT FOR CONSTRUCTION

100% CORRECTED FINAL

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-A -4

2-A-424

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73915_A_FUT-AltusPh1_Central.RVT

1/4" = 1'-0"D7

EAST ELEVATION

1/4" = 1'-0"D4

WEST ELEVATION

1/4" = 1'-0"C7

CARGO SUPPORT SECTION

1/4" = 1'-0"C4

CARGO SUPPORT SECTION

0 2' 4' 8'

SCALE:1/4"=1'

0 2' 4' 8'

SCALE:1/4"=1'

0 2' 4' 8'

SCALE:1/4"=1'

0 2' 4' 8'

SCALE:1/4"=1'

0 1' 2' 4'

SCALE:1/2"=1'

3/8" = 1'-0"A3

OUTDOOR CARGO SUPPORT

STAIR PLAN

0 2' 4' 6'

SCALE:3/8"=1'

0 2' 4' 6'

SCALE:3/8"=1'

1" = 1'-0"A7

REMOVABLE GUARDRAIL DETAILS

1/2" = 1'-0"A1

WALL SECTION

1/2" = 1'-0"D1

WALL SECTION

0 1' 2' 4'

SCALE:1/2"=1'

3/8" = 1'-0"A5

OUTDOOR CARGO SUPPORT

STAIR SECTION