Attachment_22_-_H204_As_Builts_(2_of_3).pdf

FA4855-13-R-0016

Attachment 20 - H204 As Builts (2 of 3)

18 October 1992 Page 1 of 23

18 October 1992 Page 2 of 23

18 October 1992 Page 3 of 23

18 October 1992 Page 4 of 23

18 October 1992 Page 5 of 23

18 October 1992 Page 6 of 23

18 October 1992 Page 7 of 23

I

I

2. AMENDMENT/MODIFICATION NO.

FQOO01

6. ISSUED BY

AMENDMENT OF SOLICITATIONIMODIFICATION OF CONTRACT

3. EFFECTIVE DATE 4. REQUISIllON/PURCHASE REQ. NO.

F1L3J20000AOO821-Jan-2010

CODE 7. ADMINISTERED BY (tfother than item6)FA4855

27 SOCONSICC

110 E. SEXTANT AVE., BLDG 600

See Item 6

CANNON AFB NM 88103-5109

II. CON1RA~TID CODE I PAGEOF PAGES

1 I 2

15. PROJECTNO.(lfapplicable)

CODE I

8. NAME AND ADDRESS OF CONTRACTOR (No., Street, Comty, State and Zip Code) 9A. AMENDMENT OF SOLICITATION NO.

SOTO CONSTRUCTION COMPANY, INC.

WALTER SOTO 9B. DATED (SEE ITEM I I)2222 S 10TH AVE

TUCSON AZ. 85713-3470

I

IDA. MOD. OF CONTRACT/ORDER NO.

FA4855-09-G-0034

lOB. DATED (SEE ITEM 13)

CODE OL2F7 IFACILITY CODE 23-Sep-2009

II. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICIT AT10NS

DThe above nurrnered solicitation is arrended as set furth in Item 14. The hour and date specified klrreceipt ofOlEr o is extended, o is not extended.

OlEr !lUst acknowledge receipt ofthis atrendrrent prior to the hour and date specified in the solicitation or as arrended by one ofthe klllowing rrethods:

(a) By colll'leting Items 8 and 15, and returning -- copies ofthe arrendrrent; (b) By acknowledging receipt ofthis arrendrrent on each copy ofthe olEr subrritted;

or(c) By separate letter or telegramwhich includes arererence to the solicitation and arrendrrent nurrners. FAILURE OF YOUR ACKNOWLEDGMENT TO BE

RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN

REJECTION OF YOUR OFFER. l!by virtue ofthis arrendrrent you desire to change an olEr already subrritted, such change rmy be rmde by telegramor letter, provided each telegramor letter rm.kes reJerence to the solicitation and this arT'I:ndrrent, and is received prior to the opening hour and date speci lied.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. T HIS IT EM APPLIES ONLY TO MODIFI CATIONS OF CONTRACT SlORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE

CONTRACT ORDER NO. IN ITEM IDA.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TOTHE AUTHORITY OF FAR 43.103(B).

X C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF

FAR 52.243-4 Changes

D. OT HER (Specify type of modification and authority)

E. IMPORTANT: Contractor 0 is not, 0 is required to sign this doCWllent and ret urn 1 copies to the issuing office.

14. DESCRIPTION OF AMENDMENTIMODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter ~ere feasible.)

Modification Control Number: crespol10193

The reason for this rmdification is to clarify the National Fire A'otection Association (I\FPA) code specification and other FederaVState codes required for corrpletion of the contract. See surmary of changes.

I

Except as provided herein, all term; and conditions ofthe docurrent rererenced in ltem9A or lOA, as heretoklre changed, rermins unchanged and in fulllDrce and elEct.

ISA. NAME AND TITLE OF SIGNER (Type or print) 16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

DA\MII M. ARMANT I CONTRACT ADMINISTRATOR

TEL (575) 784-4518 EMAIL: da\\f1.!I'I1'a1t@carroo.af.nil

ISB. CONTRACTOR/OFFEROR ISC. DATE SIGNED 16~STATESOF AMERICA 16C. DATE SIGNED

BY J( ~ """-' T 01-Feb-2010 (Signature of person authorized to sign) (Signature of Contracting Officer)

EXCEPTION TO SF 30

APPROVED BY OlRM 11-84

X

X

30-IOS-04 ST ANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

FA4855-13-R-0016

18 October 1992 Page 8 of 23 l ----------..------------------------------r--:--=--=--=-=-,."..,,--r-------, 'CONlRACTIDCODE I PAGEOF PAGES

AMENDMENT OF SOLICITATIONIMODIFICATION OF CONTRACT I J 1 I 2

3. EFFECTIVE DATE 4.REQUISIllON/PURCHASE REQ NO. , ~,PROJECTNO.(lflpplicablej

F1UJ2!lCJlWDl

2. AMENDMENT/MODIFICATION NO.

21-.Jan-2010

L..- ____6. ISSUED BY CODE CODE IFA4855

'ZISOCONSICC See Item 6 11OE. SEXTNlT AVE., IllDGEIXl e-QN N'B NM 1Il1lB-S1C1l

9A. AMENDMENT OF ~LICIT AnON NO, I ~~~UCTlON C()l,lPAHY, INC

8. NAME AND ADDRE~OF CONTRACfOR (No., Slreet, COlKlty. Slate and Zip Code)

98. DATED (SEE ITEM 11)I 2222S1OTHAVE

: TUCSON AZ 85713-3470

X IDA. MOD. OFCONTRACfJORDERNO.

FA4855-09-C-0034

lOB. DATED (SEE ITEM 13)

CODE OL2F7 111M'll LJUh X 23-Sep-2009

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF roLlCIT ATIONS

IDTheabovcnuJTbered solieitation is annded u set brth in hem 14. The hour and date specfied brtee:eipt orOfi;r 0 IS extended, Dis nOI extended.

Oiirllll51 acknowledge receipt ofthis anmdnDu prior to Ihe hour and dille speciicd in the solicitaHon or81 BfTaIded by one orlhe bilow-ins m:chodl:

(a)8y """"I.,ing It.... 8 IIld I~, ""d returning copies oflhellm1dm:n,; (b)By ICknowledging receipt ofthis IRndtrenNln eoch copy of'he olil' subrritted;

or(c)Dy ,ep_eletter or 'degnmwhich inelud~celo'he .olicilltion and _d""", nurrbon, FAILURE OF YOUR ACKNOWLEDGMENTTO BE RECEIVED ATTIlE PLACE DESIGN A'lED FOR TIlE RECEIPT OF OFFERS PRIOR TO mE HOUR AND DATE SPECIFIED MAY RESULTIN

REJECllON OF YOUR OFFER l!by virtueoflhis omend_nl you desi", '0 change an olb' oI.....dy .ubrrilled, ,uch change 0'8)' b.lTIlde by tel egrom or leuer, provided each 1.legromor lellunUcs rd:rCll" 10 the 10lic;lation ond Ihi. """"dm:n"ond i. ~ived prior 10 'he opening hour IIld dote .peciied.

12. ACCOUNTING AND APPROPRlATION DATA (If required)

13. THIS ITEM APPLIES ONL Y TO MODIFICAnONS OF CONTRACfS'ORDERS.

IT MODIFIES THE CONTRACT/ORDERNO. ASDEOCRlBED IN ITEM 14, A. THIS QiANCE ORDER IS I~UED PURSUANT TO: (Spl;cify althority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE

CONTRACT ORDER NO IN ITEM IDA.

! B. THE ABOVE NUMBERED CONTRACf10RDER IS MODIFlED TO REFLECf THE ADMINISfRATIVE CHANGES (SlEh as chan~s in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AtJfHORITY OF FAR 43103(B).

X C. THIS SJPPLEMENTAL ArnEEMENT IS ENTERED INTO PURSUANT TO AtJf HORIT Y OF:

FAR 52.243-4 Olanges

D. OTHER (~cify type of modificat ion and a~hority)

E. IMPORTANT: Contractor D is not, [gJ is required to sigp lhisoocurnent and retlR 1 copies to the issuing office,

14. DElVUPTION OF AMENDMENT/MODIFICATION (Or@llJlizedby ucr section heading>;, including solicitationlcontraci su*ct matter

\Wiere feasjlje.)

Modification Control Number: crespol10193

The reason for this rrodification is to clarify the National Fll'e R-otection Association (toFPA) code specification and other Federa~State codes required for corrpletion rJ the contract. see SlJlTtTBry of changes.

EJO:qlt IS provided herein, all'..... ..,d ...ndition. oflhedotWrOl11 reirenced in l,em9A or tOA. II heretoilre changed, n:mDn. unchanged and in "n t>rco and .kt.

ISA. NAME AND TITLE OF S:GIER(Type or print) 16A. N~N!r.t.EAJi~fACTING OFFICER (Type or print)

Contracting Officer TEl.; EMAlL\.J A l~r ..D. $ 0+0 16B. UNITED Sf ATESOF AMERICA ISC. DATE SIGNED 16C. DATE SIGNED

By~A~-",--"........... _ ~;\f~b. f, I 0 (Signature of Contract ing Officer) (Sign,,-""l lat pcrst16 a~orized to sign)

EXCEPTION TO SF 30 30-105-04 SfANDARDFORM30 Rev.IO-g3) APPROVED BY OIRM 1\·84 Prescribed by <:M

FAR (48 CFR) S3.243

FA4855-13-R-0016

18 October 1992 Page 9 of 23

FA4855-09·C-0034

POOOOI

Page 2 of2

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

Change #1, Statement of Need, dated 2 September 2009.

Project Requirements-General, pg 2 of9

FROM:

4. Provide all design, plant, labor, equipment and material for wet-pipe sprinkler system. Design shall comply with the requirements ofNFPA 101.

TO:

4. Provide all design, plant, labor, equipment and material for wet-pipe sprinkler system. Design shall comply with the requirements ofNFPA 13 (2007 edition) and NFPA 101, (2009 edition).

Change #2, Statement of Need, dated 2 September 2009.

Applicable Government Criteria and Standards, pg 3 of9

The following codes are changed to reflect the correct regulation/guidance as follows

State and National Codes and Regulations (!BC 2006 edition)

National Electrical Code (2008 edition)

National Fire Protection Code (2007 edition)

UFC 3-600-01 (dated 26 September 2006, Change 1, 14 July 2009).

(End of Summary of Changes)

FA4855-13-R-0016

18 October 1992 Page 10 of 23

READY ROOM

OIC / CHIEF

TRAINING ROOM

DE-BRIEF ROOM

CONTRACTOR

CONTRACTOR

WEAPONS

SPECIALIST

CREW CHIEFS

AFETS

CONFERENCE

ROOM

PLAN AND SCHEDULE

AMU PRODUCTION

C O

M M

C

L O

S E

T

R

N I C E T

NATIONAL INSTITUTE FOR CERTIFICATION

IN ENGINEERING TECHNOLOGIES

IRIS L. BAKER

CERTIFICATION: #73389

VALID THRU JAN. 1, 2011

NEW MEXICO CERT. OF FITNESS # 08-0082

FA4855-13-R-0016

18 October 1992 Page 11 of 23

5/26/2010 4:55:16 PM, jsearight

4" HILTI KWIK BOLT TZ ANCHORS (TYP.)

(33

4" EMBED. W/ SPECIAL INSPECTION PER ESR 1917)

A S-

BU

IL

T D

R

AW

IN

G

S

FA4855-13-R-0016

18 October 1992 Page 12 of 23

5/26/2010 4:55:21 PM, jsearight

8" T & G DECK-PAK

OVER 22GA. IMSA "B" DECK

ESR #3056

'-6

8"

TO

P

O F

D E

C K

'-0

C

LE

A

R H

E

IG

H T

A T

H

IG

H E

S T

FL

O

O R

L O

C A

TI

O

N

5" SQ. X 316" THK. TUBE

COLS. TYP.

16" FRAME

18'-21 2"

'-1

1 4"

'-1 1"

16'-21 8" 14'-107

8"

49'-31

2" FRAME

'-3

1 2" F

R A

M E

17'-5" MAX

IBC STAIR RUN

'-3

1 4"

'-8 1 2"

'-1

4"

14'-83 8"

18'-0"

4' -7

1 2"

'-5

" M A

X

IB

C S

TA

IR

R U

N 5'

-0 " S

Q U

A R

E

'-1

4"

12" SQ. x 3/4" THK.

BASE PLATES.

TYP.

T.O.D. @ 11'-1 1/2"T.O.D. @ 11'-1 1/2"T.O.D. @ 11'-1 1/2"T.O.D. @ 11'-1"

T.O.D. @ 11'-2 3/4" T.O.D. @ 11'-3 3/8" T.O.D. @ 11'-3 3/8"

T.O.D. @ 11'-3 1/2"

T.O.D. @ 11'-5"

T.O.D. @ 11'-4 3/8" T.O.D. @ 11'-4 3/4" T.O.D. @ 11'-4 7/8"

T.O.D. @ 11'-6 3/8"

T.O.D. @ 11'-6 1/2" T.O.D. @ 11'-6 1/2" T.O.D. @ 11'-6 5/8"

GAP FILLER SUPPLIED FOR

STRINGER TO WALL , BOTH

SIDES TYP.

DECK PACK TO EXTEND 41

4"

ALONG PERIMETER OF

STRUCTURE

12" SQ. x 3/4" THK.

BASE PLATES.

TYP.

A S-

BU

IL

T D

R

AW

IN

G

S

FA4855-13-R-0016

18 October 1992 Page 13 of 23

5/26/2010 4:55:26 PM, jsearight

16'-21 8"

49'-31

2" FRAME

'-3

1 2" F

R A

M E

'-3

1 4"

'-5 1 4"

'-7

1 2"

14'-51 8"17'-83

4"53 4" 53

4"

4"

12" x 12" x 3/4" THK.16

4" HILTI KWIK BOLT TZ ANCHORS (TYP.)

(33

4" EMBED. W/ SPECIAL INSPECTION PER ESR 1917)

A S-

BU

IL

T D

R

AW

IN

G

S

FA4855-13-R-0016

18 October 1992 Page 14 of 23

5/26/2010 4:55:31 PM, jsearight

7 8 9

1 2

1"

2"

3 1/2"

1"

BEAM / STRUT JOIST

TYPICAL STRUCTURAL MEMBERS

JOIST TO END BEAM

5" SQ. TUBE COLUMN @ BASE

12"

5" SQ. TUBE COLUMN @ BASE

4"

M

IN

E

M B

E D

CONCRETE SLAB

5" x 5" x 3/16"

SQ. TUBE COLUMN

TOP VIEW

SIDE VIEW

12"

4"

M

IN

E

M B

E D

CONCRETE SLAB

5" x 5" x 3/16"

SQ. TUBE COLUMN

12" x12" x 3/4" BASEPLATE

W/ (3) 7 8"Ø HOLES

TOP VIEW

SIDE VIEW

MOMENT CLIP @ BEAM

5" SQ. TUBE COL. W/

PRE-WELDED MOMENT CLIP

5"

5"

5" x 5" x 3/16"

SQ. TUBE COLUMN

16"

TYP.

3/16" MAT'L THK. 8 BOLT MOMENT CLIP ACTUAL

PLACEMENT ON COLUMN

VARIES

5" SQ. TUBE COLUMN W/ MOMENT CLIP

5" SQ. TUBE COL. @ CORNER

SIDE VIEW

5" x 5"

SQ. TUBE COL.

5" SQ. TUBE COL. @ PERIMETER

5" x 5"

SQ. TUBE COL.

12" x12" x 3/4" BASEPLATE

W/ (4) 7 8"Ø HOLES

5" SQ. TUBE COL. @ INTERIOR

5" x 5"

SQ. TUBE COL.

5" SQ. TUBE COLUMN @ BASE

3/

4" M

IN

E

M B

E D

CONCRETE SLAB

5" x 5" x 3/16"

SQ. TUBE COLUMN

12" x 12" x 3/4" BASEPLATE

W/ (4) 7 8"Ø HOLES

TOP VIEW

SIDE VIEW

5" SQ. TUBE COL. @ PERIMETER

5" x 5"

SQ. TUBE COL.

JOIST TO END BEAM

TOP VIEW

BEAM

SIDE VIEW

4"4" 2"2"

BEAM, FOR SIZE

SEE PLAN

W/(6) 5/8"Ø x 1-1/4" M.B.

JOIST CLIP LONG (JCL-1)

3" x 6-1/2" x 10" x 10GA.

JOIST

(JCL-1)

JOIST, FOR SIZE

SEE PLAN

SIDE VIEW

W/(4) 5/8"Ø x 1-1/4" M.B.

JOIST CLIP SHORT (JCS)

3" x 3" x 6" x 10GA.

TOP VIEW

BEAM

BEAM, FOR SIZE

SEE PLAN

JCS

2" 4"

JOIST

JOIST, FOR SIZE

SEE PLAN

CLIP(S) ORIENTATION VARIES PER COLUMN, ATTACH

BEAM/STRUT TO CLIP PER SPECIFIED DETAILS (D01/00 -

D01/00). NOTE BEAM/STRUT CONN. TO CLIP @

BEAM/STRUT INSIDE.

4" x 11

2" x 15"Lg. x 10GA. 8

BOLT MOMENT CLIP

SIDE VIEWTOP VIEW

(8) 3 4"Ø x 13 4"

ASTM A490 BOLTS

@ EA. MOMENT CONN.

BEAM (SEE PLAN FOR SIZE)

ATTACH TO CLIP @ BEAM INSIDE

BEAM (SEE PLAN FOR SIZE)

ATTACH TO CLIP @ BEAM INSIDE

SIDE VIEWTOP VIEW

(8) 3 4"Ø x 13 4"

ASTM A490 BOLTS

@ EA. MOMENT CONN.

BEAM (SEE PLAN FOR SIZE)

ATTACH TO CLIP @ BEAM INSIDE

BEAM (SEE PLAN FOR SIZE)

ATTACH TO CLIP @ BEAM INSIDE

SIDE VIEWTOP VIEW

4"

4"

(8) 3 4"Ø x 13 4"

ASTM A490 BOLTS

@ EA. MOMENT CONN.

BEAM (SEE PLAN FOR SIZE)

ATTACH TO CLIP @ BEAM INSIDE

BEAM (SEE PLAN FOR SIZE)

ATTACH TO CLIP @ BEAM INSIDE

SIDE VIEWTOP VIEW

4"

4"

(8) 3 4"Ø x 13 4"

ASTM A490 BOLTS

@ EA. MOMENT CONN.

BEAM (SEE PLAN FOR SIZE)

ATTACH TO CLIP @ BEAM INSIDE

BEAM (SEE PLAN FOR SIZE)

ATTACH TO CLIP @ BEAM INSIDE

A S-

BU

IL

T D

R

AW

IN

G

S

FA4855-13-R-0016

18 October 1992 Page 15 of 23

5/26/2010 4:55:36 PM, jsearight

JOISTS MUST BE INSTALLED AS SHOWN, WITH THE OPEN SIDES

FACING IN OPPOSITE DIRECTIONS FOR ALTERNATING JOISTS

STRUT. BRIDGING MUST TERMINATE ON A STRUT.

#12 x 3/4 TEK AT EACH JOIST, INTERIOR AND END 1 1/4 x 0.031 STEEL STRAP BRIDGING. SECURE W/

FOR DECK TYPE IF SUPPLIED.

DECKING, TYPICAL. REFER TO FRAMING PLAN

FOR DECK FASTENING SEE NOTES AND DETAILS.

END STRUT OR INTERIOR STRUT

OF STRUT WITH #12 x 3/4 TEK

ATTACH BRIDGING TO TOP LIP

AT BRIDGING

TEK FASTENER

3/4 END DIST

JOIST BRIDGING CONNECTION DETAIL14 DECKING POST TO DECKING

PLATFORM-PAK / DECK-PAK

FASTENERS AT EVERY OTHER VALLEY

TO FRAMING MEMBER BELOW (STRUTS AND JOISTS)

SECURE "B" DECK W/ #12 x 3/4" TEK

FRAMING

FASTENERS TO PARALLEL BEAMS AT 12" O.C.

SECURE "B" DECK W/ #12 x 3/4" TEK

ATTACH TO "B" DECK W/#8 x 1-3/4"

T & G DECK-PAK SHEATHING,

(12" O.C. PERIMETER, 24" O.C. FIELD)

COARSE THREAD SHARP POINT

STAGGER SHEATHING AS SHOWN.

(SEE PLAN FOR THICKNESS)

BUGLE HEAD TEK 27 PER 4' x 8' PANEL

DECKING CONNECTION DETAIL

STRUT

"B" DECK / DECK-PAK

BEAM

#12 x 3/4" TEK FASTENER @ EVERY OTHER

VALLEY TO FRAME BEARING MEMBER BELOW

TYP. ALONG BEAMS

IMSA STEEL "B" DECK (ICBO #2757 & #3056)

24" O.C. FIELD) STAGGER SHEATHING AS SHOWN.

COARSE THREAD SHARP POINT BUGLE HEAD TEK

27 PER 4' x 8' PANEL (12" O.C. PERIMETER, T & G DECK-PAK SHEATHING, SEE PLAN FOR

THICKNESS) ATTACH TO "B" DECK W/#8 x 1-3/4"

1-1/2" "B" DECK - SEE PLAN FOR GAUGE

#12 x 3/4" TEK FASTENER @ 1'-0" 0.C.

3-BOLT TO 3-BOLT CLIP

SIDE VIEW

TOP VIEW SEE PLAN FOR SIZE

BEAM OR STRUT

BEAM CLIP (BC-1)

BEAM OR STRUT

SEE PLAN FOR SIZE

BEAMBEAM

W/(6) 5/8"Ø x 1-1/4" M.B.

3" x 3" x 11" x 10GA.

4" 4"

2"

SIDE VIEW

TOP VIEW

SEE PLAN FOR SIZE

BEAM OR STRUT

BEAM CLIP (BC-1)

W/(6) 5/8"Ø x 1-1/4" M.B.

SEE PLAN FOR SIZE

BEAM OR STRUT

COPE

4" 4"

BEAM OR STRUT

COPE

4"

BEAM OR STRUT

3" x 3" x 11" x 10GA.

3-BOLT TO 3-BOLT CLIP17

A S-

BU

IL

T D

R

AW

IN

G

S

FA4855-13-R-0016

18 October 1992 Page 16 of 23

5/26/2010 4:55:41 PM, jsearight

EACH END TO LANDING COLUMN

(TYPICAL OF 2)

(4) 5/8"Ø MACHINE BOLTS

[ 8" x 3" LANDING BEAM (LP-2A) W/

(TYPICAL OF 2)

EACH END TO LANDING COLUMN

(2) 5/8"Ø MACHINE BOLTS

[ 8" x 3" LANDING STRUT (LP-3A) W/

1-1/2"Ø NOMINAL GUARDRAILS

7" X 3" KICKPLATE

@ GUARDRAIL, TYP.

(LP-1) TYP. OF 4

[ 8" x 3" LANDING COLUMNS

SHOP WELDED TO CLUMN, TYP.

BASEPLATE 4" x 9" x 1/2"

1/2"Ø x 2-3/4" EXPANSION

ANCHORS, BY OTHERS. (RED

HEAD WS1223 OR EQUIVALENT)

VARIES PER JOB.

GUARDRAIL LOCATION

P T-

2L

P T-

3L P

T- 2L

P T-

3L

P T-

2L

P T-

4L P

T- 3L

PER POST LAYOUT, ATTACH

TO LANDING BEAM/STRUT WITH

(4) 3/8"Ø x 1" HEX HEAD CAP

SCREWS PER BRACKET.

FRAME BRACKET

ATTACHMENT

ATTACHMENT

GUARDRAIL POST

5' -0

4'-0"

* POST OMITTED FOR CLARITY *

POST

* WITH POST SHOWN *

ATTACHMENT

BRACKET

POST BRACKET PORTION

OF LANDING POST

SCREWS PER BRACKET.

(4) 3/8"Ø x 1" HEX HEAD CAP

TO LANDING BEAM/STRUT WITH

POST BRACKET PORTION

OF LANDING POST

PER POST LAYOUT, ATTACH

18 LANDING ASSEMBLY DETAIL

A S-

BU

IL

T D

R

AW

IN

G

S

FA4855-13-R-0016

18 October 1992 Page 17 of 23

5/26/2010 4:55:46 PM, jsearight

° M

IN

11"x 2-3/4"x 12GA.

NON-SKID TREAD

RISER CLOSURE

36"Wx 14GA.

& CENTER

EA. END

1/8 1

R

IS

E, T

YP

1"

SCREWS 16"O.C.

[10"x 3-1/2"x 12GA.

STRINGERS

3-#12x 3/4" TEK

7"

RIGHT STRINGER AS REQUIRED.

(BOLTS WILL BE ON PALLET)

1. LOCATE STAIR STRINGERS, TREADS, & BOLTS.

CONNECTOR ON TOP OF THE DECKING. SECURE TOP CON-

5. MOVE STAIR INTO POSITION AND PLACE STAIR TOP

NOTE: THE SLOTTED HOLE IN TREAD IS IN THE REAR.

TO RIGHT & LEFT STRINGERS AS SHOWN IN DETAIL.

4. INSTALL TOP ANGLE & TREAD SECOND FROM THE BOTTOM

3. INSTALL BASE ANGLES (FACE INWARD)TO LEFT & RIGHT

2. PLACE STAIR STRINGERS ON FLOOR. POSITION LEFT &

STRINGER USING 1/2 X 1" MACHINE BOLTS.

NOTE: TIGHTEN BOLTS AFTER STAIR IS RAISED IN POSITION

TOOL LIST:

(AS SHOWN IN THE DETAIL)

MEZZANINE AND EACH OTHER.

BOLTS. (AS SHOWN IN THE DETAIL)

ATTACH TOP AND BOTTOM END LOOPS. (SEE DETAILS)

9. INSTALL FIRST TREAD.

- 7/16"Ø DRILL AND DRILL MOTOR

- 25' MEASURING TAPE- 10" TORPEDO TYPE LEVEL

- 8" CRESCENT WRENCH- 3/8" DRIVE SOCKET SET

11. INSTALL CROSS BRACING ON UNDERSIDE OF STAIR.

6. CHECK STRINGERS TO ENSURE THEY ARE SQUARE TO THE

10. SLIDE AND ATTACH GUARDRAIL POST SYSTEM TO STRINGER.

2-3/4" EXPANSION ANCHORS. (ANCHORS BY OTHERS)

8. ATTACH STAIR BASE ANGLES TO FLOOR USING 1/2 X

MOST ONE. CHECK FOR PROPER LEVEL AND TIGHTEN.

7. INSTALL ALL REMAINING TREADS, EXCEPT THE BOTTOM

NECTOR TO MEZZANINE USING 3/8Ø X 1-1/2" MACHINE

12. END LOOP TYPE & LOCATION VARY, PER JOB REQUIREMENTS.

SSG STANDARD SET INCLUDES:

STANDARD TOP END LOOP (TEL)

SHORT TOP END LOOP (STEL)

HANDICAP BOTTOM END LOOP (HBEL)

STANDARD BOTTOM END LOOP (SBEL)

C

C

GRADE "B" 50 KSI

POSTS, ASTM A500,

1 1/2"Ø NOMINAL RAILS &

DECK

B

FRAME

2-3/8" x 1" M.B.

EACH SIDE

STRINGER

D

[ 10" x 3-1/2" x 12GA.

TO

P

O F

D

EC

K

10"

M

AX.

10" M

AX.

EACH SIDE

& 2-1/2"Ø x 1" M.B. TO STRINGER

BASE ANGLE W/2-1/2"Ø EXP. RED HEAD

ANCHORS (2-3/4" MIN. EMBED.) TO CONC.

4" x 4" x 6" x 10GA.

R

IS

ER

11" MIN. TREAD

7" M

AX

SIDE ELEVATION

POST TO STRINGER END LOOPS

A

BTREAD

14GA. NON-SKID

EACH SIDE1 1/4" x .031 BRACING

AT STRINGERS

W/#12 x 3/4" TEK FASTENERS

D

-1

/2

ANGLE

3' -0

4" x 4" x 6" x 10GA.

10'-1" MAX. STAIR RUN

" M

IN

PLAN VIEW

-1

/2

3" x 10" x 3'-7" x 10GA.

ANGLE W/5/16"Ø x 3-1/2" M.B.

(TEL)

(TEL)

*SEE NOTE #12*

*SEE NOTE #12*

*SEE NOTE #12*

(HBEL)

(HBEL)

*SEE NOTE #12*

12"23"

" M

IN

2' -8

" M

IN

19 KNOCK-DOWN 7-11 STAIR ( IBC )

A S-

BU

IL

T D

R

AW

IN

G

S

FA4855-13-R-0016

18 October 1992 Page 18 of 23

5/26/2010 4:55:51 PM, jsearight

SIDE ELEVATION - INTERIOR HANDRAIL ONLY FRONT VIEW

1-1/2" CLR. 1-1/2" CLR.

ATTACH INTERIOR RAILING

@ EACH POST

12"

23"

32" MIN.

1/2"Ø FORMED BAR FOR

RAIL TO POST ATTACHMENT

INTERIOR RAIL

END POST

END POST

INTERIOR RAIL

" M

IN

" M

IN

#8 x 3/4" LATH

HEAD TEK, TYP.

C

(BEL)

TOP END LOOP

(TEL)

BOTTOM END LOOP

#8 x 3/4" LATH

HEAD TEK, TYP.

END UNIT CONNECTION

ALL WELDED RAIL

3" x 10" x 3'-7" x 10GA.

DECK

FRAME

A

1/8"

EACH SIDE

[ 10" x 3-1/2 2GA.

TOP CONNECTION DETAIL

STRINGER

ANGLE W/ 3/8"Ø x 4" M.B.

W/2-1/2"Ø M.B.

BRACKET EA. END

[ 6" x 10GA. MOUNTING

11" x 2-3/4" x 14GA.

TREAD (NON SKID)

B

W/2-3/8"Ø x 1" M.B.

EACH END

STRINGER

TREAD TO STRINGER CONNECTION

[ 10" x 3-1/2" x 12GA.

W/2-1/2"Ø M.B.

TO STRINGER

STRINGER

STRINGER TO SLAB CONNECTION

[ 10" x 3-1/2" x 12GA.

4" x 4" x 6" x 10GA. ANGLE

ATTACH TREAD TO STRINGER

(2-3/4" MIN. EMBED.)

D

*SEE NOTE #12*

*SEE NOTE #12*

20 KNOCK-DOWN 7-11 STAIR ( IBC )

A S-

BU

IL

T D

R

AW

IN

G

S

FA4855-13-R-0016

18 October 1992 Page 19 of 23

R

N I C E T

NATIONAL INSTITUTE FOR CERTIFICATION

IN ENGINEERING TECHNOLOGIES

IRIS L. BAKER

CERTIFICATION: #73389

VALID THRU JAN. 1, 2011

NEW MEXICO CERT. OF FITNESS # 08-0082

FA4855-13-R-0016

18 October 1992 Page 20 of 23

18 October 1992 Page 21 of 23

18 October 1992 Page 22 of 23

18 October 1992 Page 23 of 23