RLC SPECS -5 Person Dorm (Rev.9) tb.pdf

LOUISIANA BUILDING CODES

1. INTERNATIONAL BUILDING CODE 2012

2. LOUISIANA STATE PLUMBING CODE 2013

3. ELECTRICAL CODE NEC 2011

4. INTERNATIONAL MECHANICAL CODE 2012

5. INTERNATIONAL FUEL GAS CODE 2012

6. INTERNATIONAL ENERGY CONSERVATION CODE 2009

7. INTERNATIONAL PLUMBING CODE 2012

OCCUPANCY R3

CONSTRUCTION lYPE VB

FLOOR LIVE LOAD 50 PSF

ROOF LIVE LOAD 20 PSF

WIND LOAD 170 V ult

GROUND SNOW LOAD 5 PSF

SIESMIC ZONE Av<0.1

SIESMIC PERFORMANCE CATEGORY - B

GAS lYPE NONE

GENERAL NOTES

1. SITE PLAN UNAVAILABLE AT THIS TIME.

BUILDING DESIGNED TO BE 11 '-o• FROM COMMON PROPERlY LINE AS PER IBC

TABLE 602.

2. STAIRS, RAMPS, ETC. BY OTHERS

(MTG. H.C. REQUIRED)

3. ON PANEL BOX USE #4 BARE COPPER

WIRE FROM GROUNDING LUG ON PANEL

BOX TO SOLDERLESS GROUNDING BOLT

THRU FRAME. EMPlY 1/2" PVC

RACEWAY. (SAME LENGTH AS

ENTRANCE) FOR CUSTOMER INSTAll.ED

GROUND WIRE.

4. SERVICE GROUND BY OTHERS AS PER

NEC 2011

5. THE COMPLETED DATA PLATE IS ATTACHED

IN THE VICINllY OF THE ELECTRICAL PANEL BOX, STATE LABEL IS AFFlXED TO THE

BUILDING ON THE BOTTOM LEFT SIDE OF THE

REAR WALL OF THE BUILDING

6. ADDITIONAL PLUMBING FACILITIES MUST BE PROVIDED

IN A ADJACENT BUILDING ON THE SAME PROPERlY

BY OTHERS, IF REQUIRED BY LOCAL JURISDICTION.

7. BUILDING TO BE FULLY SPRINKLED W/ NFPA 13D SPRINKLER

SYSTEM; SITE CONNECTIONS BY OTHERS TO BE BY FIRE

PROTECTION SPRINKLER SYSTEM CONTRACTOR HOLDING A

CERTIFICATION OF REGISTRATION ISSUED BY THE STATE FIRE

MARSHAL'S OFFICE.

1 22SEP15 RE-ISSUE FOR PRODUCTION GS

ti 31AUG15 ISSUE FOR PRODUCTION GS

- 25AUG15 RE-ISSUE FOR PRE-PRO GS

- 20JUL15 ISSUE FOR PRE-PRO GS

- 24FEB15 ISSUE FOR STATE REVIEW GS

�EV DATE DESCRIPTION BY

ii Yi 88 88 8 xx

1 2'

USE STATE

X 63' 5

PROJECT

PERSON DORM

# 94756

PRINTS FROM PROJECT 949003

SQUARE FOOTAGE: 756

5 OCCUPANT LOAD:

�TES:

CUSTOMER ACCEPTANCE @ COPYRIGHT 2015 ATCO STRUCTURES & LOGISTICS (USA) INC. 2015 ATCO STRUCTURES & LOGISTICS USA INC. ALL

RIGHTS RESERVED. THESE DRAWINGS CONTAIN THE ALL RIGHTS RESERVED 1106 NORTH TEMPLE DRIVE CONFIDENTIAL INFORMATION, AND ARE THE PROPERlY, □ - ACCEPTANCE AS DRAWN DIBOLL, TEXAS 75941

OF ATCO STRUCTURES & LOGISTICS USA INC., SHALL BE

□ - ACCEPTANCE EXCEPT AS NOTED 2400 BURKBURNETT ROAD

HELD IN STRICTEST CONFIDENCE, AND CANNOT BE USED, DRAWN BY: GS WICHITA FALLS, TEXAS 76306

COPIED, REPRODUCED, DISCLOSED, PUBLISHED,

DISTRIBUTED, OR OTHERWISE EXPLOITED, IN ANY FORM CHECKED BY: CR PROJECT:

OR MANNER, IN WHOLE OR IN PART, FOR ANY REASON BY:

OTHER THAN THE REASON FOR WHICH THEY WERE 22JAN15

APEX DEVELOPMENT

DATE:

12' X 63' PROVIDED TO YOU BY ATCO STRUCTURES & LOGISTICS

USA INC. WITHOUT THE EXPRESS WRITTEN CONSENT OF DATE:

ATCO STRUCTURES & LOGISTICS USA INC. SCALE: NTS 5 PERSON DORM

DRAWING INDEX

cs COVER SHEET

MO1 EQUIPMENT PAGE

AO1 CONSTRUCTION PAGE

AO2 CABINET /COUNTERTOP DETAILS

DO1 CROSS SECTION

DO2 ELEVATIONS

EO1 ELECTRICAL LAYOUT

EO2 ELECTRICAL LEGEND, CALCULATIONS

AND PANEL SCHEDULE

MO1 HVAC LAYOUT

MO2 SANITARY & FRESH WATER LAYOUT

MO3 SANITARY & FRESH WATER SCHEMATICS

FO1 FRAME DETAILS

- SPRINKLER DESIGN

- FIRE ALARM DESIGN

SPECIFICATION NUMBER

614-030-05

DRAWING TITLE:

COVER SHEET

DRAWING NO:

94756-01-CS _J

NO. QTY. SIZE ITEM DESCRIPTION NO. QTY. SIZE ITEM DESCRIPTION

Cf) 101 5 36"x80" Exterior Door 20 Ga. Pre-Hung Steel Door � 501 5 54"x80" Bed Full Size Bed W/ Drawers & Pillow Top Mattress 0:::

z 502 5 32" TV LCD TV/DVD Combo W/ Swivel Wall Bracket & Component Shelf0 Hardware: Passa�e Lever, Key Card Lockset, Check Chain, :i: 0 & Digital Peepho e Viewer Door Bell 503 5 Shelf Personal Wood Shelf/Light Under (New Style) Cl (/)

102 3 24"x80" Exterior Door 20 Ga. Pre-Hung Steel Door z 504 5 5# Extinguisher ABC Fire Exti;9uisher W{e Mounting Brackets

Hardware: Keyed Lever (Keyed Atco w/Master Key), Check Chain, 0::: 505 5 Chair Desk Chair w Arms (S ed Base) ::::, - LL 506 5 2.7 Cu. Ft. Refrigerator Compact Refrigerator 103 5 24"x80" Interior Door Pre-Finished S.C. Door w/ Metal Frame

Hardware: Privacy Lever tsQ:oJ en 201 5 48"x36" Window White Vinyl H.S. Insulated w/Screen (Impact Resistant)

202 5 - Mini Blinds Vinyl C z 203 5 - Shades Black Out Shades w� 601 1 - VSB42 Vanity Sink Base Cabinet; 35" Tall, 22" Deep

602 4 - VSB36 Vanity Sink Base Cabinet; 35" Tall, 22" Deep

:::c 301 5 - PTAC P-TAC, 9000 BTU Cooling, 2.9 kW Heat W/ T-Statu c3 w 302 5 80 cfm Fan Exhaust Fan Low Profile mm :::.

(300) 303 5 120v Detectors Smoke Detectors w/ Battery Backup

...J� 701 5 U24 Utility Cabinet 20" Deep304 5 120v Detectors CO Detectors w/ Battery Backup

...Jz 401 5 - Water Closet Standard Round Water Closet w/ Lid �CD c.!)

402 5 - Lavatory Counter Mounted c3 z

Imm CD 403 5 48" Shower Non-ADA Shower :::. 404 1 20 Gal. Water Heater Electric c/w Drain Pan, Anti Scald Device 801 1 3'-7" P/Lam Vanity Countertop 23" Deep::) Cf) ...J a..

a.. 405 5 18"x36" Mirror Mirror 802 2 3'-1" P/Lam Vanity Countertop 23" Deep s

406 5 24" Bar Towel Rack/Bar Combo @60"aff I- 803 2 47"x20" Wood Wall Mounted Desk @ 31" aff I 407 5 - TP Pafeer Toilet P er

[ddg 804 2 3'-2" P/Lam Vanity Countertop 23" Deep 408 1 - �rink er Riser NFPA 13 Fire S rinkler System 805 3 41"x20" Wood Wall Mounted Desk @ 31" aff409 2 40 Gal. ater Heater Electric c w Drain FPan, Anti Scald Device, Expansion Tank

410 2 - Bibb Frost Free Hose Bibb 411 5 2" Floor Drain Floor Drain & Trao Seal

,, �TES:

CUSTOMER ACCEPTANCE @ COPYRIGHT 2015 ATCO STRUCTURES & LOGISTICS (USA) INC. SPECIFICATION NUMBER

2015 ATCO STRUCTURES & LOGISTICS USA INC. ALL

RIGHTS RESERVED. THESE DRAWINGS CONTAIN THE ALL RIGHTS RESERVED 1106 NORTH TEMPLE DRIVE

614-030-05CONFIDENTIAL INFORMATION, AND ARE THE PROPERlY, □ - ACCEPTANCE AS DRAWN DIBOLL, TEXAS 75941

OF ATCO STRUCTURES & LOGISTICS USA INC., SHALL BE

□ - ACCEPTANCE EXCEPT AS NOTED 2400 BURKBURNETT ROAD DRAWING 1lTIE:

HELD IN STRICTEST CONFIDENCE, AND CANNOT BE USED, DRAWN BY: GS WICHITA FALLS, TEXAS 76306 1 22SEP15 RE-ISSUE FOR PRODUCTION GS

COPIED, REPRODUCED, DISCLOSED, PUBLISHED,

ti 31AUG15 ISSUE FOR PRODUCTION GS DISTRIBUTED, OR OTHERWISE EXPLOITED, IN ANY FORM CHECKED BY: CR PROJECT: EQUIPMENT PAGE - 25AUG15 RE-ISSUE FOR PRE-PRO GS OR MANNER, IN WHOLE OR IN PART, FOR ANY REASON BY:

OTHER THAN THE REASON FOR WHICH THEY WERE 22JAN15

APEX DEVELOPMENT - �- 20JUL15 ISSUE FOR PRE-PRO GS DATE:

12' X 63' PROVIDED TO YOU BY ATCO STRUCTURES & LOGISTICS DRAWING NO: - 24FEB15 ISSUE FOR STATE REVIEW GS USA INC. WITHOUT THE EXPRESS WRITTEN CONSENT OF DATE:

94756-01-M01 ,REV DATE DESCRIPTION BY ATCO STRUCTURES & LOGISTICS USA INC. SCALE: NTS 5 PERSON DORM � _J

NOTES:

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1. ALL MEASUREMENTS ARE FROM RAW FRAM ING

MEMBER TO RAW FRAMING MEMBER, EXCEPT WHEN

FINISHED I.D. IS CALLED OUT.

2. ALL EXTERIOR WALLS ARE DRAWN AT 5-1/2".

3. ALL INTERIOR WALLS ARE DRAWN AT 3-1/2".

4. ALL DOOR JAMBS ARE 4" AWAY FROM WALL

UNLESS OTHERWISE NOTED.

5. ALL WALLS TO HAVE FIRE BLOCKING @ FINISHED

CEILING HEIGHT, UNLESS VCG IS A FULL SHEET

FROM BOTTOM PLATE TO THE TOP PLATE.

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WALL LEGEND

� 8'-9" -WALL HEIGHT TO BE Cl) w

8'-6" _J

� -WALL HEIGHT TO BE ::::>

R1-h-O--hl -WALL HEIGHT TO BE 8'-6 1/2" w :r:

I I -WALL HEIGHT TO BE 8'-7" Cl)

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Cl) a:: NO. QTY. RO SILL HEIGHT 0 A1 5 36"x80" N/A

G A2 3 t25fX81 "J N/A

A3 5 25f'x81" N/A

Cl) NO. QTY. RO SILL HEIGHT 3:

EE + + I -WALL HEIGHT TO BE 8'-8 1/2" 0 0

a::

@- INDICATES SHEAR WALLS LOCATIONS [:•::::::::::::::::::::::j -WALL HEIGHT TO BE ti

�EV

SHEAR WALLS TO BE SHEATHED FULL HEIGHT BOTH

SIDES TO BOTTOM OF RAFTERS §t§t§Tl

8' -9" TO 8' -8 1/2"

-WALL HEIGHT TO BE

AND BLOCKING INSTALLED IF NOT CONTINUOUS. 8'-9" TO 8'-6"

NOTES ON SHEAR WALLS:

22SEP15

31AUG15

25AUG15

20JUL15

24FEB15

DATE

EXTERIOR OF SHEAR WALL TO BE COVERED

WITH 1 /2" CDX

INTERIOR OF SHEAR AJ.L1-. IF WITHIN A PLENUM

BE COVERED WITH 1 2 t'LAIN GYPSUM.

, TO

rJ E

�t0io%R1:�

EA

:iT�Ak 8':vv��tt/i vl5�NUM, �TES:

2015 ATCO STRUCTURES & LOGISTICS USA INC. ALL

RIGHTS RESERVED. THESE DRAWINGS CONTAIN THE

CONFIDENTIAL INFORMATION, AND ARE THE PROPERlY, OF ATCO STRUCTURES & LOGISTICS USA INC., SHALL BE

HELD IN STRICTEST CONFIDENCE, AND CANNOT BE USED, RE-ISSUE FOR PRODUCTION GS COPIED, REPRODUCED, DISCLOSED, PUBLISHED, ISSUE FOR PRODUCTION GS DISTRIBUTED, OR OTHERWISE EXPLOITED, IN ANY FORM

RE-ISSUE FOR PRE-PRO GS OR MANNER, IN WHOLE OR IN PART, FOR ANY REASON

OTHER THAN THE REASON FOR WHICH THEY WERE ISSUE FOR PRE-PRO GS PROVIDED TO YOU BY ATCO STRUCTURES & LOGISTICS ISSUE FOR STATE REVIEW GS USA INC. WITHOUT THE EXPRESS WRITTEN CONSENT OF

DESCRIPTION BY ATCO STRUCTURES & LOGISTICS USA INC.

0 81 5 48"x36" 42" z

3:

CI)

:r:

(.) NO. QTY. RO SILL HEIGHT

w :::!!: C1 5 42t"X16¾'° 8" 0 C2 5 14"x14" 37-1/2"

CUSTOMER ACCEPTANCE @ COPYRIGHT 2015

ALL RIGHTS RESERVED

□ - ACCEPTANCE AS DRAWN

□ - ACCEPTANCE EXCEPT AS NOTED DRAWN BY: GS

BY: CHECKED BY: CR

DATE: 26JAN15

DATE: 3/16"=1'-o" SCALE:

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L FRAMING TO BE

12" FROM STRIKE

SIDE OF DOOR

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DOUBLE RAFTER ABOVE WALL

l"""'l_.,__lYPE "X" ii" VCG TO

UNDERSIDE OF RAFTERS

EIRE CAULK ALL JOINTS

AND PENETRATIONS

2x4 WALL lYPE "X" ii" VCG

< UP TO DECKING

BOTH SIDES

RECESSED EXTERIOR LIGHT DETAIL SECTION A-A SCALE AS NOTED

ATCO STRUCTURES & LOGISTICS (USA) INC.

1106 NORTH TEMPLE DRIVE

DIBOLL, TEXAS 75941

2400 BURKBURNETT ROAD

WICHITA FALLS, TEXAS 76306

PROJECT:

APEX DEVELOPMENT

12' X 63'

5 PERSON DORM

HOUR RATED PARTITION

TYPICAL of 7

SPECIFICATION NUMBER

614-030-05 DRAWING 1lTIE:

CONSTRUCTION PAGE

DRAWING NO:

94756-01 -A01

_J

BEDROOM #1

BEDROOM #4

,, NOTES:

© 2015 ATCO STRUCTURES & LOGISTICS USA INC. ALL

RIGHTS RESERVED. THESE DRAWINGS CONTAIN THE

CONFIDENTIAL INFORMATION, AND ARE THE PROPERTY, OF

ATCO STRUCTURES & LOGISTICS USA INC., SHALL BE

1 22SEP15 RE-ISSUE FOR PRODUCTION GS HELD IN STRICTEST CONFIDENCE, AND CANNOT BE USED, ti 31AUG15 ISSUE FOR PRODUCTION GS

COPIED, REPRODUCED, DISCLOSED, PUBLISHED,

DISTRIBUTED, OR OTHERWISE EXPLOITED, IN ANY FORM - 25AUG15 RE-ISSUE FOR PRE-PRO GS OR MANNER, IN WHOLE OR IN PART, FOR ANY REASON - 20JUL15 ISSUE FOR PRE-PRO GS OTHER THAN THE REASON FOR WHICH THEY WERE

PROVIDED TO YOU BY ATCO STRUCTURES & LOGISTICS

- 24FEB15 ISSUE FOR STATE REVIEW GS USA INC. WITHOUT THE EXPRESS WRITTEN CONSENT OF

,REV DATE DESCRIPTION BY ATCO STRUCTURES & LOGISTICS USA INC.

BEDROOM #2

CUSTOMER ACCEPTANCE @ COPYRIGHT 2015

ALL RIGHTS RESERVED

□ - ACCEPTANCE AS DRAWN

□ - ACCEPTANCE EXCEPT AS NOTED DRAWN BY: GS

BY: CHECKED BY: CR

DATE: 26JAN15

DATE:

SCALE: NTS

BEDROOM #5

ATCO STRUCTURES & LOGISTICS (USA) INC.

1106 NORTH TEMPLE DRIVE

DIBOLL, TEXAS 75941

2400 BURKBURNETT ROAD

WICHITA FALLS, TEXAS 76306

PROJECT:

APEX DEVELOPMENT

12' X 63'

5 PERSON DORM

IDESPIASH

1·-11·

BEDROOM

SPECIFICATION NUMBER

614-030-05

DRAWING 1lTIE:

CABINET /COUNTERTOP DETAILS

DRAWING NO:

94756-01-A02 ti

,REV

1-:r:

1-:r:

w:r:

w :JI:: � _J 0) ;>

:: <i: I _J LDIOO o::: - <{ 0 ::> 00 0:::

I b � r-'") � §5 ..----- I- 0:::(/) I-

_J _J <{ 0:::w>0

�"FR DECK WITH 1r

EXTENDING BEYOND ROOF BAND

EPDM ROOFING DOWN TO

HONEYCOMB VENT

AIR SPACE

Z-FLASHING

2X12 BAND W/6"LX2"H

NOTCHES CUT BETWEEN

RAFTERS

r CDX SIDING

2X12 RAFTER

ROOF VENTING DETAIL

SCALE: NTS

22SEP15 RE-ISSUE FOR PRODUCTION

31AUG15 ISSUE FOR PRODUCTION

25AUG15 RE-ISSUE FOR PRE-PRO

20JUL15 ISSUE FOR PRE-PRO

24FEB15 ISSUE FOR STATE REVIEW

DATE DESCRIPTION

11'-6" SLOPE:il

RAFTER LENGTH

GS

GS

GS

GS

GS

BY

I-:r:

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z

LL

11'-9"

1-:r:

w:r:

_J _J c.o �I 00 �

0:::::>lo::>0:::I t

-:r

FINISHED FLOOR

��1 JOIST en

2"X3"X3/16" ANGLE l�ON

WALKWAY SUPPORT

SCALE: NTS

�TES:

2015 ATCO STRUCTURES & LOGISTICS USA INC. ALL CUSTOMER

RIGHTS RESERVED. THESE DRAWINGS CONTAIN THE

ACCEPTANCE

CONFIDENTIAL INFORMATION, AND ARE THE PROPERTY, OF ATCO □ - ACCEPTANCE AS DRAWN

STRUCTURES & LOGISTICS USA INC., SHALL BE HELD IN

□ - ACCEPTANCE EXCEPT AS NOTED STRICTEST CONFIDENCE, AND CANNOT BE USED, COPIED,

REPRODUCED, DISCLOSED, PUBLISHED, DISTRIBUTED, OR

OTHERWISE EXPLOITED, IN AfN FORM OR MANNER, IN WHOLE OR IN PART, FOR AfN REASON OTHER THAN THE REASON FOR BY:

WHICH THEY WERE PROVIDED TO YOU BY ATCO STRUCTURES

& LOGISTICS USA INC. WITHOUT THE EXPRESS WRITTEN

CONSENT OF ATCO STRUCTURES & LOGISTICS USA INC. DATE:

FRAME

Frame: 12" OUTRIGGER FRAME W/SISTER BEAM Axles: 3-BRAKE 3-DRAG Hitch: REMOVABLE PINTLE HITCH Tires: TIRES

Walkway Support: 2"x3"x3/16" ANGLE IRON

FLOORS

Floor Joist: 2x10 #2 SYP @ 16" 0/C DOUBLE RIM JOIST

Insulation: R-30 KRAFT -FACED Subfloor: DOUBLE LAYER 3/4" T&G

Undersheathing: 3/8" OSB WITH 30-GAUGE METAL BELLY PAN Floor Covering: 16"x16" DESIGNER TILE

EXTERIOR WALLS

Wall Framing: 2x6 #2 SYP @ 16" 0/C

Insulation: R-21 KRAFT -FACED Ext. Sheathing: 1/2" CDX

Top Plate: DOUBLE Bottom Plate: SINGLE

Interior Covering: 5/8" TYPE "X" VINYL COVERED GYPSUM

FPR: ABOVE SHOWER

Base: 4" VINYL COVE BASE Ext. Siding: 26 GA. (COMMODITY) PAINTED LOW RIB SIDING W/ TRIM

Building Wrap: WEYERHAUSER OR EQUAL

INTERIOR WALLS

Wall Framing: 2x4 :2 SYP @ 16" 0/C

2x6 2 SYP @ 16" 0/C-PLUMBING WALL Insulation: R-11 UN-FACED Top Plate: DOUBLE

Bottom Plate: SINGLE Interior: 5/8" TYPE "X" VINYL COVERED GYPSUM

FRP: ABOVE SHOWER

Base: 4" VINYL COVE BASE

ROOFS

Roof Framing: 2x12 #2 SYP @ 24" o/c Rafter Finish: 5/8" TYPE "X" GYPSUM TO UNDERSIDE OF RAFTERS

Insulation: R-38 KRAFT -FACED Ceiling: T-GRID SUSPENDED CEILING W/ CELOTEX TILES

T-GRID SUSPENDED CEILING W/ FIBERGLASS TILES

Roof Skinning: .045 EPDM W/ TERMINATION STRIP TO PERIMETER

Roof Sheathing: 7 /16" FR DECK Roof Venting: SEE DETAIL

NOTES

1. USE 16"X1-1/2"X30 GA. STRAPS @ 16" O.C. W/ 5-6D NAILS

(EVENLY SPACED) FOR ROOF TO WALL AND FLOOR TO WALL

ALONG EXTERIOR WALLS WHEN WIND SPEED IS 120 MPH & GREATER.

@ COPYRIGHT 2015 ATCO STRUCTURES & LOGISTICS (USA) INC. SPECIFICATION NUMBER

ALL RIGHTS RESERVED 1106 NORTH TEMPLE DRIVE 614-030-05DIBOLL, TEXAS 75941

IN RESTROOM

2400 BURKBURNETT ROAD DRAWING 1lTIE:

DRAWN BY: GS WICHITA FALLS, TEXAS 76306 -

CHECKED BY: CR PROJECT: CROSS SECTION

APEX DEVELOPMENT -

26JAN15DATE:

12' X 63' DRAWING NO:

94756-01 -D01SCALE: NTS 5 PERSON DORM

FRONT VIEW

LEFT SIDE RIGHT SIDE

[ill] [ill] [ill] [ill] [ill] 11 11 11 11 11 11 11 11 11 11

BACK VIEW

,, NOTES:

CUSTOMER ACCEPTANCE @ COPYRIGHT 2015 ATCO STRUCTURES & LOGISTICS (USA) INC. SPECIFICATION NUMBER

2015 ATCO STRUCTURES & LOGISTICS USA INC. ALL ALL RIGHTS RESERVED 1106 NORTH TEMPLE DRIVE RIGHTS RESERVED. THESE DRAWINGS CONTAIN THE 614-030-05 CONFIDENTIAL INFORMATION, AND ARE THE PROPERTY, OF □ - ACCEPTANCE AS DRAWN DIBOLL, TEXAS 75941

ATCO STRUCTURES & LOGISTICS USA INC., SHALL BE

□ - ACCEPTANCE EXCEPT AS NOTED 2400 BURKBURNETT ROAD DRAWING 1lTIE:

HELD IN STRICTEST CONFIDENCE, AND CANNOT BE USED, DRAWN BY: GS WICHITA FALLS, TEXAS 76306 1 22SEP15 RE-ISSUE FOR PRODUCTION GS -ti 31AUG15 ISSUE FOR PRODUCTION GS COPIED, REPRODUCED, DISCLOSED, PUBLISHED, PROJECT: ELEVATIONS DISTRIBUTED, OR OTHERWISE EXPLOITED, IN ANY FORM CHECKED BY: CR - 25AUG15 RE-ISSUE FOR PRE-PRO GS OR MANNER, IN WHOLE OR IN PART, FOR ANY REASON BY:

APEX DEVELOPMENT -- 20JUL15 ISSUE FOR PRE-PRO GS OTHER THAN THE REASON FOR WHICH THEY WERE DATE: 27JAN15

12' X 63' PROVIDED TO YOU BY ATCO STRUCTURES & LOGISTICS DRAWING NO:

24FEB15 ISSUE FOR STATE REVIEW GS USA INC. WITHOUT THE EXPRESS WRITTEN CONSENT OF DATE:

94756-01 -D02 SCALE: NTS 5 PERSON DORM ,REV DATE DESCRIPTION BY ATCO STRUCTURES & LOGISTICS USA INC. � _J ti

,REV

WATER HEATER WIRED

SWITCH IN CABINET

@ 24' AFF

1.6 KW

P-TAC

9000 BTU 2.9 KW

RECEPT @ 27"AFF

5,7

SWITCHES @ 46"AFF

BOX @94" FOR 1V

CO DETECTOR @14"AFF VANITY LIGHTS

86"AFF 18

P-TAC

9000 BTU 2.9

6,8

WATER HEATER

C/W DISCONNECT

@ 70"AFF

4.5 KW

1,3

P-TAC

EXT. LIGHTS

@ 80r'AFF

9000 BTU 2.9 KW

9, 11

EXTERIOR RECEPTS

@ 18" AFF

CO DETECTOR

P-TAC

9000 BTU 2.9 KW

10, 12

WATER HEATER

C/_W DISCONNECT

4.5 KW

2,4

P-TAC

9000 BTU 2.9 KW

14, 16

TWIST LOCK RECEPT WI CAT6

ABOVE T-GRID @ 96"A'FF

STUBBED BELOW STRUCTURAL FLOOR

TYPICAL OF 5

ELECTRICAL LAYOUT NOTE: MOUNTING HEIGHTS FOR ALL WALL MOUNTED DEVICES SHALL BE FROM FINISHED FLOOR TO CENTER OF DEVICE BOX.

22SEP15

03SEP15

31AUG15

25AUG15

20JUL15

24FEB15

DATE

4'-o"

1- LL. :c oSa:2 -'

• e:::

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: Q I 2'-4"

2·-4· I I I I

CEILING GRID LAYOUT

NOTES:

© 2015 ATCO STRUCTURES & LOGISTICS USA INC. ALL

RIGHTS RESERVED. THESE DRAWINGS CONTAIN THE

CONFIDENTIAL INFORMATION, AND ARE THE PROPERlY, OF

RE-ISSUE FOR PRODUCTION GS ATCO STRUCTURES & LOGISTICS USA INC., SHALL BE

RE-ISSUE FOR PRODUCTION E01 PAGE ONLY GS HELD IN STRICTEST CONFIDENCE, AND CANNOT BE USED, ISSUE FOR PRODUCTION GS

COPIED, REPRODUCED, DISCLOSED, PUBLISHED,

DISTRIBUTED, OR OTHERWISE EXPLOITED, IN ANY FORM

RE-ISSUE FOR PRE-PRO GS OR MANNER, IN WHOLE OR IN PART, FOR ANY REASON

ISSUE FOR PRE-PRO GS OTHER THAN THE REASON FOR WHICH THEY WERE

PROVIDED TO YOU BY ATCO STRUCTURES & LOGISTICS ISSUE FOR STATE REVIEW GS USA INC. WITHOUT THE EXPRESS WRITTEN CONSENT OF

DESCRIPTION BY ATCO STRUCTURES & LOGISTICS USA INC.

I I I

LJ�-�H======i :

Q

1'-0" 'b 2'-0" .

I

I .1 5'1

CUSTOMER ACCEPTANCE

□ - ACCEPTANCE AS DRAWN

r-----r--

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2' -4i· I 1 2· -4i·

I

@ COPYRIGHT 2015

ALL RIGHTS RESERVED

□ - ACCEPTANCE EXCEPT AS NOTED DRAWN BY: GS

BY: CHECKED BY: CR

DATE: 27JAN15

DATE:

SCALE: NTS

I I I

L.ld-��11=1==1 :

Q r-----r--

1 1%] I in

��----.-.cc-�--=-=-L ____ _l __

1'-0" 0 I

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ATCO STRUCTURES & LOGISTICS (USA) INC.

1106 NORTH TEMPLE DRIVE

DIBOLL, TEXAS 75941

2400 BURKBURNETT ROAD

WICHITA FALLS, TEXAS 76306

PROJECT:

APEX DEVELOPMENT

12' X 63'

5 PERSON DORM

@) I Q I I I

I . I

C-4f +------+ 2'"-�

I I°N

SPECIFICATION NUMBER

614-030-05

DRAWING TITLE:

ELECTRICAL LAYOUT

DRAWING NO:

94756-01 -E01

SYMBOL LEGEND & LOADS

SYMBOL DESCRIPTION #

0 RECESSED CAN LIGHT 10

---re 2-BULB BRUSH NICKEL VANllY LIGHT 5

EXTERIOR WP WALL LIGHT C/W 13.5 W LED 5

LAMP Ile PHOTOCELL a MUSTHROOM GLOBE C/W 60W LAMP 5

BUNK LIGHT W/ SWITCH 5 INCANDESCENT LAMP

IZI 120V SMOKE ALARM W/ BATTERY BACK UP 5

� EXHAUST FAN-80cfm 5

� POWER PANEL - NEMA3R 1

$ 20A/125V SINGLIE POLIE SWITCH 16

e- 20A/125V SINGLIE RECEPTACLE @ FRIDGES 5

0: 20A/125V DUPLEX RECEPTACLE 6

� 20A/125V GFCI RECEPTACLE 9

�/GFI 20A/125V WEATHERPROOF GFCI RECEPTACLE 4

� 20A/125V lWIST LOCK RECEPT 5

@: 20A/125V QUAD PLEX RECEPTACLE@ TV 5

®= 20A/208V RECEPTACLE 5

=el HARD WIRED CONNECTION 3

<l DUPLEX TELE/DATA OUTLET C/W 3/4" FLEX STUB DOWN 5

� CAT6 CONNECTION STUB DOWN 5

@ 120V CO DETECTOR W/ BATTERY BACK-UP 5

@) TV OUTLET C/W RG6 CABLE BACK TO SAT. JB 5

[II JUNCTION BOX SIZED TO NEC FOR CONDUCTOR FILL 1

N.A. 20 GALLON WATER HEATER 120V 1

N.A. 40 GALLON WATER HEATER 208V 2

N.A. P-TAC UNIT 208V 5

L.QACl �L&!.!L.AIIQt::! IQIAI. QQMEI.E:� ..L.e=1 LIGHTING LOAD =756sqft x 3.0VA 2 268 VA

RECEPTACLE LOAD= 8 820 VA

P-TAC LOAD 5 @ 2 900VA = 14 500 VA

WATER HEATER LOAD = 10 600 VA

COMPLEX TOTAL LOAD = 36 188 VA

APPLIQATION OF DEMAND FAQTOR

10 000 VA @ 100% 10 000 VA

26 188 VA @ 40% 10 475 VA

MINIMUM SERVICE SIZE

20 475 VA/360V = 56.88A

1 22SEP15 RE-ISSUE FOR PRODUCTION GS

ti 31AUG15 ISSUE FOR PRODUCTION GS

- 25AUG15 RE-ISSUE FOR PRE-PRO GS

- 20JUL15 ISSUE FOR PRE-PRO GS

- 24FEB15 ISSUE FOR STAlE REVIEW GS

�EV DATE DESCRIPTION BY

LP1 CALC. AMPS

C KT AMPS r/>A

LOAD AMPS LUMENS EFFICACY 1A & 3B 21.63 21.63

LU MENS/WATT

2A & 48 21.63 21.63 5C & 7A 13.94 13.94

6C & BA 13.94 13.94

13W 0.10A N.A. N.A. 98 & 11C 13.94 - 108 & 12C 13.94 -

23W 0.20A N.A. N.A. 13A 13.33 13.33 14A & 168 13.94 13.94

13.5W 0.11A N.A. N.A. 158 4.5 - 17C 4.5 - 18C 1.0 -

60W 0.50A N.A. N.A. 19A 4.5 4.5 20A 4.5 4.5

40W 0.33A - - 21B 9.52 - 22B 4.5 - 23C 9.52 -- - - - 24C 9.52 -

99W 0.83A N.A. N.A. 25A 9.52 11.9 26A 9.52 11.9

- - - - 27B 4.0 - 28B 7.5 -

- - - - 29C 1.5 - 30C 1.5 -

90W .75A - - 31A 1.5 1.5 32A 1.5 1.5

180W 1.5A - - 33B 0.55 - 34B - -

180W 1.5A - - 35C - -

180W 1.5A - - 36C - - 37A - -

180W 1.5A - - 38A - - 39B - -

360W 3.0A - - 40B - - 41C - -

- - - - 42C - - TOTAL CALCUIAlED AMPS 134.21

1.6kW 13.33A - -

4.5kW 21.63A - -

2.9kW 13.94A - -

�lES:

2015 ATCO STRUCTURES Ile LOGISTICS USA INC. ALL CUSTOMER ACCEPTANCE

RIGHTS RESERVED. THESE DRAWINGS CONTAIN THE

CONFIDENTIAL INFORMATION, AND ARE THE PROPERTY, OF □ - ACCEPTANCE AS DRAWN

ATCO STRUCTURES Ile LOGISTICS USA INC., SHALL BE

□ - ACCEPTANCE EXCEPT AS NOTEDHELD IN STRICTEST CONFIDENCE, AND CANNOT BE USED, DRAWN BY:

COPIED, REPRODUCED, DISCLOSED, PUBLISHED,

r/1B 21.63 21.63

13.94 13.94

13.94

4.5

11.9 4.5

4.0 7.5

0.69

118.17

W I R I N G L E G E N D ANEL

r/>C

- .&_ - 4 AWG THHN WIRE

OOA 120/208V,3(11,4W,60Hz PANELBOARD tw_ 200A MAIN-NEMA 3R

EMT STUB DOWN-INCOMING POWER -

13.94 fri_ - 6 AWG THHN WIRE

13.94 13.94 13.94

.&. - 8 AWG THHN WIRE

1A 2A

& - 10 AWG THHN WIRE

&2P30A WATER HEATER{ }2P30A WATER HEATER& 38 48

&- 12 AWG THHN WIRE

5C 6C

4.5 1.0

&- 14 AWG THHN WIRE &2�b�J;lAC { 7A 8A

} 2P�8�MiAC &

98 108 -

11.9 11.9

1.5 1.5

&2�b�f!AC{ 11C 12C } 2P�8�M r

.AC &

13A 14A

&20A WATER HEATER

158 } 2P��Mrw-c & &2o��lffE

17C 18C *20A SMOKE/co& &o�

D �l,,�E

19A 20A &o�

D �lfjE

218 228 20�

D �lf2E &

&•20A LIGHTING,REC:r,rs 20��1,igE & DRM 1 23C 24C &•20A LIGHTING,RECW5 *20A LljHTING/RECEF'Ts&_

DRM 3 25A 26A BDRM 2

&•20A LIGHTING,RECW5 *20A LljHTING/RECEF'Ts&_

ORM 5 278 288 BDRM 4

&•20A BATH LIGHTING 20A GFI RECEPT &

29C 30C &2oA WP /GFI RECEPT

31A 32A

20A WP /GFI RECEPT&

- &2oA WP /GFI RECEPT 20A WP /GFI RECEPT

338 348 -

- &2oA EXT. LIGHTING 20A FACP

35C 36C

88.06 SPACE SPACE

37A 38A

SPACE SPACE

398 408

SPACE SPACE

41C 42C

SPACE SPACE

• ARC FAULT CIRCUIT (SEE NOTE 9)

NOTES:

1. WIRING METHOD TO BE MC CABLE, COPPER, MINIMUM #12AWG. AS PER ARTICLE 330

OF THE 2011 NEC.

2. BLANK SPACES IN PANEL MAY BE OMITTED TO MAKE USE OF SMALLER PANELS.

BREAKER SIZE AND QUANTITY SHALL REMAIN THE SAME.

3. TELE/DATA OUTLETS ARE TO HAVE A 3/4" FLEXIBLE CONDUIT STUBBED DOWN BELOW

STRUCTURAL FLOOR UNLESS NOTED.

4. ALL EMT CONDUIT TO CONTAIN AN INSULATED GROUND CONDUCTOR SIZED AS

REQUIRED BY TABLE 250.122 FOT THE 2011 NEC; MINIMUM #14 AWG.

5. ELECTRICAL INSTALLATION SHALL BE IN COMPLIANCE WITH ARTICLE 300.22 (C)

2011 N.E.C ..

6. ALL WIRING IN RETURN AIR PLENUMS SHALL MEET RATING REQUIREMENTS OF 2011

N.E.C ..

7. MOUNTING HEIGHTS FOR ALL WALL MOUNTED DEVICES SHALL BE FROM FINISHED

FLOOR TO CENTER OF DEVICE BOX.

8. ALL 125 VOLT, 15 & 20 AMP RECEPTACLES SHALL BE LISTED TAMPER-RESISTANT

RECEPTACLES(2011-NEC, ART.406.12)

9. ALL CIRCUITS NOTED AS SUCH SHALL BE PROTECTED BY A LISTED ARC-FAULT CIRCUIT

INTERRUPTER (COMBO-TYPE).

10. REMOVE ALL GROUNDING BONDS FROM APPLIANCES.

11. ALL SMOKE ALARMS & CO DETECTORS TO BE INTERCONNECTED.

@ COPYRIGHT 2015 ATCO STRUCTURES Ile LOGISTICS (USA) INC. SPECIFICATION NUMBER

ALL RIGHTS RESERVED 1106 NORTH TEMPLE DRIVE 614-030-05DIBOLL, TEXAS 75941

2400 BURKBURNETT ROAD DRAWING 1lTIE:

GS WICHITA FALLS, TEXAS 76306 ELECTRICAL LEGEND,

PROJECT: DISTRIBUTED, OR OTHERWISE EXPLOITED, IN ANY FORM CHECKED BY: CR CALCULATIONS & BY: OR MANNER, IN WHOLE OR IN PART, FOR ANY REASON OTHER THAN THE REASON FOR WHICH THEY WERE 27JAN15 APEX DEVELOPMENT PANEL SCHEDULE

DAlE:

12' X 63' PROVIDED TO YOU BY ATCO STRUCTURES & LOGISTICS DRAWING NO:

USA INC. WITHOUT THE EXPRESS WRITTEN CONSENT OF DATE:

94756-01 -E02 ATCO STRUCTURES & LOGISTICS USA INC. SCALE: NTS 5 PERSON DORM

1 22SEP15 RE-ISSUE FOR PRODUCTION GS

ti 31AUG15 ISSUE FOR PRODUCTION GS

- 25AUG15 RE-ISSUE FOR PRE-PRO GS

- 20JUL15 ISSUE FOR PRE-PRO GS

- 24FEB15 ISSUE FOR STATE REVIEW GS

�EV DATE DESCRIPTION BY

P-TAC

9000 BTU 2.9 KW

1YPICAL OF 5

NOTES:

PROGRAMMABLE

HEAT /COOL THERMOSTAT

@ 60"AFF TO CENTER

1YPICAL OF 5

© 2015 ATCO STRUCTURES & LOGISTICS USA INC. ALL CUSTOMER

RIGHTS RESERVED. THESE DRAWINGS CONTAIN THE

ACCEPTANCE

CONFIDENTIAL INFORMATION, AND ARE THE PROPERlY, OF □ - ACCEPTANCE AS DRAWN

ATCO STRUCTURES & LOGISTICS USA INC., SHALL BE

□ - ACCEPTANCE EXCEPT AS NOTEDHELD IN STRICTEST CONFIDENCE, AND CANNOT BE USED,

COPIED, REPRODUCED, DISCLOSED, PUBLISHED,

DISTRIBUTED, OR OTHERWISE EXPLOITED, IN ANY FORM

OR MANNER, IN WHOLE OR IN PART, FOR ANY REASON BY:

OTHER THAN THE REASON FOR WHICH THEY WERE

PROVIDED TO YOU BY ATCO STRUCTURES & LOGISTICS

USA INC. WITHOUT THE EXPRESS WRITTEN CONSENT OF DATE:

ATCO STRUCTURES & LOGISTICS USA INC.

@ COPYRIGHT 2015 ATCO STRUCTURES & LOGISTICS (USA) INC.

ALL RIGHTS RESERVED 1106 NORTH TEMPLE DRIVE

DIBOLL, TEXAS 75941

DRAWN BY: GS

2400 BURKBURNETT ROAD

WICHITA FALLS, TEXAS 76306

CHECKED BY: CR PROJECT:

APEX DEVELOPMENT

DATE: 28JAN15

12' X 63' SCALE: 3/16"=1·-o· 5 PERSON DORM

80 CFM EXHAUST FAN

C/W 4" DISCHARGE THROUGH

ATTIC TO WALLCAP

1YPICAL OF 5

SPECIFICATION NUMBER

614-030-05

DRAWING 1lTIE:

HVAC LAYOUT

DRAWING NO:

94756-01 -M01

� _J ti

,REV

LEGEND

WC

LAV

SWR

FD

VTR

DOMESTIC COLD WATER

DOMESTIC HOT WATER

DWV PIPING

DWV PIPING UNDERFLOOR

DWV VENT PIPING

WATER CLOSET

LAVATORY

SHOWER

FLOOR DRAIN

VENT THROUGH ROOF

22SEP15 RE-ISSUE FOR PRODUCTION

31AUG15 ISSUE FOR PRODUCTION

25AUG15 RE-ISSUE FOR PRE-PRO

20JUL15 ISSUE FOR PRE-PRO

24FEB15 ISSUE FOR STATE REVIEW

DATE DESCRIPTION

GS

GS

GS

GS

GS

BY

LAV

□□ DD

NOTES:

LFROST FREE

HOSE BIBB

© 2015 ATCO STRUCTURES & LOGISTICS USA INC. ALL

RIGHTS RESERVED. THESE DRAWINGS CONTAIN THE

CONFIDENTIAL INFORMATION, AND ARE THE PROPERTY, OF

ATCO STRUCTURES & LOGISTICS USA INC., SHALL BE

HELD IN STRICTEST CONFIDENCE, AND CANNOT BE USED,

COPIED, REPRODUCED, DISCLOSED, PUBLISHED,

DISTRIBUTED, OR OTHERWISE EXPLOITED, IN ANY FORM

OR MANNER, IN WHOLE OR IN PART, FOR ANY REASON

OTHER THAN THE REASON FOR WHICH THEY WERE

PROVIDED TO YOU BY ATCO STRUCTURES & LOGISTICS

USA INC. WITHOUT THE EXPRESS WRITTEN CONSENT OF

ATCO STRUCTURES & LOGISTICS USA INC.

CUSTOMER ACCEPTANCE

□ - ACCEPTANCE AS DRAWN

□ - ACCEPTANCE EXCEPT AS NOTED

BY:

DATE:

@ COPYRIGHT 2015

ALL RIGHTS RESERVED

DRAWN BY: GS

CHECKED BY: CR

DATE: 28JAN15

SCALE: NTS

LAV

□□ DD

ATCO STRUCTURES & LOGISTICS (USA) INC. SPECIFICATION NUMBER

1106 NORTH TEMPLE DRIVE

614-030-05DIBOLL, TEXAS 75941

2400 BURKBURNETT ROAD DRAWING 1lTIE:

WICHITA FALLS, TEXAS 76306 DOMESTIC WATER & SANITARY

PROJECT: DRAINAGE LAYOUT

APEX DEVELOPMENT -

12' X 63' DRAWING NO:

5 PERSON DORM 94756-01-M02

DD

FROST FREE

HOSE BIBB

WATER PIPING SCHEMATIC

- SUPPLY LINES & FITTINGS TO BE PEX

- STUBBED THROUGH FLOOR W/ MULTIPLE INLETS

STUBBED BELOW STRUCTURAL FLOOR FOR SITE CONNECTION

- NTS

DRAINAGE PIPING SCHEMATIC

- DRAIN LINES EXPOSED PVC

'/,"-/fPr I I I r

- ALL DRAIN LINES TO CONCEALED WHERE POSSIBLE

- DRAIN LINES TO BE STUBBED THROUGH FLOOR

W/ MULTIPLE DROP FOR SITE CONNECTION

HARNESS & INSULATION BY OTHERS

t--+----t------------------1----l NOTES :

© 2015 ATCO STRUCTURES & LOGISTICS USA INC. ALL CUSTOMER ACCEPTANCE @ COPYRIGHT 2015

ALL RIGHTS RESERVED

ATCO STRUCTURES & LOGISTICS (USA) INC. 1----....::S

P

.=c

EC

IF....:.IC:::.A.:.;.;Jlc::.O:..:..N ....:.N.:..::U:.:::M:::::;BE:::.R.:...._ _ _J i------t-----t-----------------1----lRIGHTS RESERVED. THESE DRAWINGS CONTAIN THE t--+----t------------------1----lCONFIDENTIAL INFORMATION, AND ARE THE PROPERlY, O r--:----t::==-l

=:::-::-:-::-:=-----------------1----lATCO STRUCTURES & LOGISTICS USA INC. , SHALL BE

□ - ACCEPTANCE AS DRAWN

1106 NORTH TEMPLE DRIVE

614-030-05DIBOLL, TEXAS 75941

1 22SEP15 RE-ISSUE FOR PRODUCTION GS HELD IN STRICTEST CONFIDENCE, AND CANNOT BE USED, r--:;tl--t;3;:1AU-;:G:;:-15::t:::::ISS:::-U:::-E-:::FO:::R:--:P:::R:::OD:::UCTl==oN:':"-"

-'-----------i---:::GS ::........i cop1ED, REPRODUCED, DISCLOSED, PUBLISHED,

□ - ACCEPTANCE EXCEPT AS NOTED DRAWN BY: GS

CHECKED BY: CR

2400 BURKBURNETT ROAD

WICHITA FALLS, T EXAS 76306

PROJECT:

t-_---t2�5AU:::G:::1-::-75 r::RE=--'=1s=-su=E'-::Fo=R;::.:P=R='E-"=P::':RO:--------------l-..::::'....-lDISTRIBUTED, OR OTHERWISE EXPLOITED, IN ANY FORM BY·. -----------i-----t::=:-:--=-ir::::::-:::-::::-::--==--==-::-'---'--"'------------l-..::GS=----i OR MANNER, IN WHOLE OR IN PART, FOR ANY REASON

- 20JUL15 ISSUE FOR PRE-PRO GS OTHER THAN THE REASON FOR WHICH THEY WERE DATE: 29JAN15

AP EX DEVELOPM ENT

DRAWING 1lTIE:

DOMESTIC ;::i�:G� SANITARY

1------SC _H _E _MA_J_IC _S ____ ---J � .,,_

DRAWING NO:

t-_-t:24FE=B:::-15:tlSS:::-U:::-E-:::FO:::R:--:Sl::::-'/\:-:::JE:'--:'::REVl:-:'.EW=:'.'"" ---------,l---::GS

::......_i pROVIDED TO YOU BY ATCO STRUCTURES & LOGISTICS DATE: __________ 1---------------l 12' x 63'

REV DATE DESCRIPTION BY

USA INC. WITHOUT THE EXPRESS WRITTEN CONSENT OF M•• �.. NTS

-�-----'---------=-==:..:..:.::.....:.=:..:.._ _____ ...J....!::..:.._..LAruJ.l<!CO,L.;!ST�Ri!.!UCTU!.ill/_tyRE;.,1S_j&!L.b!L0,8Ga.!,ISTwl�CS;j_J,/_USA,!8_!.!!!INC1.,. ____ ..1_ ___________ _J_-=:

=::_ _ _:__:__:.:_______ _l ____ ::._

P

E R

SO

N

D

OR

M '.'.._ ___ _J __ �9�4�7�5�6�-�0�1_::-�M�0'.::3�_ _J ___________ ___,, _j ti

,REV

3 PINTLE EXE. HITCH WITH 11,000

VENTURE JACK

REMOVEABLE PLATES

FRONT; LARGE PL. ONE BOLT

BACK; LARGE PL. TWO BOLTS

18# WF.

1 "x3"x1 "x99¾"-13 GA.

ANGLE STIFFENERS

/ i i \

140 " PCS. 12"-11.8 BEAM

22SEP15 RE-ISSUE FOR PRODUCTION

31AUG15 ISSUE FOR PRODUCTION

25AUG15 RE-ISSUE FOR PRE-PRO

20JUL15 ISSUE FOR PRE-PRO

24FEB15 ISSUE FOR STATE REVIEW

DATE DESCRIPTION

GS

GS

GS

GS

GS

BY

CXJ

N a::

w

CD

::ii: _J W<C ::::ii:U a::

(.0

62' -11�"

OVERALL BEAM LENGTH

62'-8�"

SEE WELDING

OUTRIGGER DETAILS

BELOW TYPICAL

N

BEAM LENGTH

N

(.0 n

0) (.0 I I

CXJ ..--

n -.;;t-

N n ..-n 0) I I

-.;;t- r--- 0) -.;;t- -.;;t- -.;;t-

N N ..- n ..-

N

(.0 I

I 0

N (.0 0 N

LO LO (.0 (.0

12'x67' (63' BOX)

12" BEAM-24' SISTER BEAM

6 AXLES

3 BRAKE/3 DRAG

SPRINGS UNDER

TRIPLE SPLIT TRIPLE

ST235/60-14.5 14 PLY TIRES

5tx2ot-14 GA. OUTRIGGERS

�"X2�"-14 GA. OUTRIGGERS

IN DOUBLE BEAM AREA

1¾"x6"x1¾"x93"0R 99¾" OUTRIGGERS

TYPICAL

MAIN BEAMS

I 0) N n I 0) N

I n

0) N

I 0) N

MAIN BEAMS

CUT OFF 90°

14 GA. CENTER MEMBER

29'-o" 24'-o"

DOUBLE BEAM

36'-o" M P#1

MEASURING POINT

44'-3"

M P#2

MEASURING POINT

lYP.

1/8" X 3" X B" SPLICE PIAlE (BOlH SIDES)

1YPiCAL BEAM SPLICE

BEAM SPLICE FOR END SECTION

�TES:

2015 ATCO STRUCTURES & LOGISTICS USA INC. ALL

RIGHTS RESERVED. THESE DRAWINGS CONTAIN THE

CONFIDENTIAL INFORMATION, AND ARE THE PROPERTY,

WELDING PROCEDURES

OUTRIGGER TO MAIN BEAM

A

1. TOP OF OUTRIGGER FLANGE TO BE WELDED TO THE MAIN BEAM

USING (1/8" X 1 1/4" WELD) ONE OF THE FOll.OWiNG METHODS:

A. FLANGE OF OUTRIGGER TO FLANGE OF BEAM

B. END OF OUTRIGGER FLANGE TO WEB OF BEAM

C. ONE EDGE OF OUTRIGGER FLANGE TO BEAM FLANGE

2. BOTTOM FLANGE OF OUTRIGGER TO WEB OF BEAM 1 1/4" LONG

ON TOP OR BOTTOM OF FLANGE USE 1/8" FEll.ET WELD

3. WEB OF OUTRIGGER TO WEB OF BEAM - ONE SIDE ONLY

-WELD 1/8" FILLET 5" LONG FOR 6-1/2" OUTRIGGER

-WELD 1/8" FILLET 7" LONG FOR 9" OUTRIGGER

WELD IN NO MORE THAN 4 SECTIONS.

WELDING PROCEDURES

CROSS MEMBER TO MAIN BEAM

FOR 6" OR 9" CROSS MEMBERS

D. a° FILLET WELD 5" LONG ON 6"MEMBER

OR 7" LONG FOR 9• MEMBER (MAXIMUM IN 4 SECTIONS)

EJ" FILLET WELD �• LONG FLANGE OF CROSS MEMBER TO

UNDERSIDE OF BEAM FLANGE

FJ" Fill.ET WELD �• LONG FLANGE OF OUTRIGGER TO WEB

OF BEAM.

DETAILS ARE THE SAME ON DOUBLE BEAM.

CUSTOMER ACCEPTANCE @ COPYRIGHT 2015 ATCO STRUCTURES & LOGISTICS (USA) INC.

ALL RIGHTS RESERVED 1106 NORTH TEMPLE DRIVE

□ - ACCEPTANCE AS DRAWN DIBOLL, TEXAS 75941

DELV. RIGHT SIDE UP

6X8 GUSSETS ON CM

IN DOUBLE BEAM AREA

GENERAL NOTES

1. MAIN MEMBERS - 12"X1 1.8 lbs/lft; GRADE A529-50

A36/A36M-08; A529/A529M-05(209); ASTM A6/A6M-11

2. OUTRIGGERS - 14 GA.; ASTM A36

3. CENTER MEMBERS - 14 GA.; ASTM A36

4. REMOVABLE HITCH - 8"X18 lbs/ft 'r

· GRADE A529-50

ASTM A529/A529M-05 (2009); AS M A6/A6M-11

5. ALL SHARP EDGES TO BE ROUNDED OFF & GROUND

SMOOTH

6. WELD ELECTRODES TO BE E7014 FOR SMAW

7. REMOVE ALL FLUX, BURRS & SPATTER

8. ALL CONNECTIONS TO BE SEAL WELDED.

SPECIFICATION NUMBER

614-030-05

OF ATCO STRUCTURES & LOGISTICS USA INC., SHAU. BE

□ - ACCEPTANCE EXCEPT AS NOTED 2400 BURKBURNETT ROAD DRAWING 1lTIE:

HELD IN STRICTEST CONFIDENCE, AND CANNOT BE USED, DRAWN BY: GS WICHITA FALLS, TEXAS 76306

COPIED, REPRODUCED, DISCLOSED, PUBLISHED,

DISTRIBUTED, OR OTHERWISE EXPLOITED, IN ANY FORM CHECKED BY: CR PROJECT: FRAME DETAILS

OR MANNER, IN WHOLE OR IN PART, FOR ANY REASON BY:

APEX DEVELOPMENT -

OTHER THAN THE REASON FOR WHICH THEY WERE 22JAN15 DATE:

12' X 63' PROVIDED TO YOU BY ATCO STRUCTURES & LOGISTICS DRAWING NO:

USA INC. WITHOUT THE EXPRESS WRITTEN CONSENT OF DATE:

94756-01 -F01 ATCO STRUCTURES & LOGISTICS USA INC. SCALE: NTS 5 PERSON DORM

T""

T""

$'-SY. __ ____:cY.:.:_r-____ _ 2-. 12ROOf JOIST

.-.• h----,,-- """'=;,---1·10svsrEM@8'-8A.F.F.

....c i;�

• ·_TE_E __ LAY-lN CEILING@ r-10

1' 5130 RISER MANIFOLD

W/FlOWS'MTCH&

INSP TEST & ORAJN

I' AM.ES 20008-FP

WI WlTERBAll VALVES &

TAMPER SWITCHES

> TEST & DRAJN OUT THE WALL

0'-0 1-"---���c._F,::,,IN"-'. Fc,l,,.R._

2x 12 FLOOR J01ST

............ 1" l..t,IIONtt 1'-0 BElO'»-V FLOOR ��----- !9JR TIJll INR'J SITE BY OTHERS

(l[>.'tEA SJrJ.1r�m&rs

RISER DETAIL

SCALE: I/!"• 1'-G

#1 c

I

�\'l-

1n•-� ()�

�3) H5'-4¾

I!)

0 _, :i:

....I iii ....I

:i: o i ....I g"' "'

(I) _, (I)

SLOPE: 14

RAFTER LENGTH

RSISI.Qflfb1R.mm.R5lill'oo?Slillo1lli

:i:

• Cl Cz -· ui ,-. 0 w i3

8'-3 1/2

II

5'-4¾ I, Hydraulic Information OCCUPANCY CLASSIFICATION Residential

DENSITY 0.050gpm/ft2 for 126.00ft2 (Actual 126.41 ft"

TOTAL HEADS FLOWING 2

K-FACTOR 4.9

TOTAL WATER REQUIRED 26.34

TOTAL PRESSURE REQUIRED 31.103

SAFETY MARGIN (psi) +5.942 (16.0%)

0'-4¾ I

I, ·-

Residential•0.050gpm/tt2 for 1� 6.00tt2

5'-4¾ 5'-4¾ I, 5'-4¾

63'-0

PIPING PLAN

HN.G'E� NO HW

S>NMY«q;Ew

IJ,.OROO

Ef\'U-AL f\'t.'TD:

."1.LWORK A.,-OMi\ITRl�TOBEIN ACCORD.A.�

\TTH NFPA tlJO(20lJ EDITlON).

SUPF\.""l!U"PIFEPER?'-.'"f1'At1.'.

ALL MATERIALS TO BE U.L U5TED \\HERE

"'1'1.lCABLE.

ALLJ'I?L','O J"TI-IRU 2'101\E 6LACK�TE£LSCH4.0\\TT1-I

T A.1'.l'()ARO \'t'EJGHT oL·CTU.E nQN FJTITh.'05.

0\\1\"ER TO FroVJDE ADEQU.',TE HE.U(MIN 4.0 EGREES f A}{R) tNSIDE THE BUJLDIXG 10 P5'EVENT

Of\\'ATERFn..l..EOFIP�'G . lll'E EllVAll."NS ARI f'RO�l FIN15HED fLOORlO

Of I'll'£ . FIPECTNTER LL'\'ES AR£ rro�t TOP OF !IEA.\tro

Ofl'll'E . MAXL\R.fl.15f'Rlll.'Kl..ER5PhCfl,..'G10l'E 16' x 16'PER

AD .

. lHENEWPIPr,,.'(; ISTO �ETBTID AT lOO�t fORlWO

!OUlSS- ()_ c,;n.lJ\'('; 1-ora-rr :---6' TYP I TNl.� l\'OTF.J"\ s,·�t DESCIUJ'TIOS ITBIP ORIF Qn-

I ''-'1s/15l'n..,,':/'lf,"-NlJ ISS' h/16' w/5nLE I0RECESC w /W-Trr• 7 Wrench

HP Al'-.E HEAD CABINET

TOTAL

1J

I)

Rt.IE- 0485-GD Date: March 10, 2015

0 AS-IIUI. T )!( SUB�VTTAL O OTHER

Date of fnslal.lation. A>teration, ot Addition: __

Kl:.1.�IO:-b..

FIRE PROTECTION

PIPING PLAN

HEAosnn;JOB;

1)

SCALE: .'fu1•• 1•0 DATE: 0)/J0"l0IS

PJ.:.�WN!): Cl.A

J08NO., 5l871

FP.l

SYMBOL =

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Fire Alarm Symbol Legend

DESCRIPTION PART NUMBER MODEL QUANTITY

FACP CONVENTIONAL. 8 • ZONE HCA-8 HCA-8 1

SMOKE DETECTOR HEAD, PHOTO SLR-835 SLR-835 6

LOW FREQUENCY SOUNDER, WH HW-LF HW-LF 5

DUAL INPUT MONITOR MODULE DIMM DIMM 1

FAST RESPONSE MONITOR MODULE· CLASS A FRCMA FRCMA 1

ClATE VALVE OSYSlJ.1 OSYSlJ.1 OSYSU-1 1

2 IN WATER FLOW SW, VANE TYPE W/RETARD VSR-2 VSR-2 1

HORN/STROBE, 2 WIRE, M-C, RED, WALL HEC3-24WR HEC3-24WR 1

4 '•" ' "' Jl<-1 2

PULL STATION, MANUAL, DUAL ACTION KEY LOCK HPS-DAK HPS-DAK 5

SLC CIRCUIT 1

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D!l,11,1 & FRCMEA TOMOOITORZOHE PANEl,1,1.ARM, lROVBLE. & SUPEIIVISORYC:«ll'ACTS.

,m�,R SW,TCH& now SWITCH TO BE PIIOVIDECAAD l�IAlLED a� ROOD FIRE PROTl:CTIOffN<O COUIECTEO TO FACP.

1. INSTALL CONVENTIONAL FIRE ALARM CONTROL PANEL TO BE LOCATED IN SPRINKLER RISER CLOSET.

2. DEDICATED 120VAC TO BE INSTALLED BY OTHERS AT PANEL LOCATION.

3. SMOKE DETECTION TO BE INSTALLED AT FACP AND IN SLEEPING AREAS.

FIRE ALARM DEVICE MOUNTING GUIDE

4. LOW FREQUENCY FIRE ALARM NOTIFICAITON TO BE INSTALLED IN SLEEPING AREA.

5. WEATHERPROOF FIRE ALARM NOTIFICATION TO BE INSTALLED ON OUTSIDE SIDE OF STRUCTURE FACING WALKPATH.

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24" (MIN)

HANDICAP

BEDROOM STROBE

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IN ����it\'tkWoi �J'itJ1<tEtT

SPACE WITHIN THE FIELD OF VIEW

SHALL FLASH IN SYNCHRONIZATION

80" (MINI

96" (MAX)

NOT TO SCALE

T CEILING

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GEILINCl MOUNTEd NOTIFICATION

DEVICE TO BE WHITE

SEE PLAN FOR LOCATIOI

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/ 3' 1MIN1 / L/ 4"

/ PER NFPA .-- /IPER NFPft/

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A/C SUPPLY DIFFUSER ,T �

CEILINCl MOUNTED

SMOKE/HEAT

DETEC OR

NO MORE

, THAN 5':0" ,-

FINISH FLOOR

-WALL MOUNTED--

HEAT DETECTOR

TO THE BOTTOM

/ WALL MOUNTED"

SMOKE DETECTOR

TO THE TOP

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6. DIMM & FRCMEA MODULE TO BE INSTALLED AT PANEL LOCATION TO MONITORE ALARM/TROUBLE/SUPERVISORY

CONDITIONS.

7. SLC CIRCUIT TO BE LOOPED THROUGH JUNCTION BOXES ON EITHER END OF STRUCTURE AND CONNECTED TO DIMM AND

FRECME MODULES.

8. MODULES TO BE ADDRESSED ON SITE IN MOSS LAKE VILLAGE AFTER DELIERY AND SETUP.

Battery Calculations for Panel: P1 Part No:HCA-8 - FACP CONVENTIONAL, 8 - ZONE

Job number: 1 Job name: Drawlna1 Part No. '"llv Descriolion Standbv •otal Slandb' Alarm Total Alarm

Panel Eauicment HCA-8 MB 1 FACP CONVENTIONAL, 8 - ZONE MAIN BOARD 155.0000rnA 155.0000mA 325,0000rnA 325.0000rnA

Total Panel Stb, 155.0000mA Total Panel Alarm 325.0000rnA Pericheral Devices

OSYSU-1 1 GATEVALVE OSYSlJ.1 Clnitiatinn, O.OOOOmA O.OO0OmA O.OOOOmA O.OOOOmA SLR-635 6 SMOKE DETECTOR HEAD, PHOTO (lnitiatinn\ 0.0550mA 0.3300mA O.OOOOmA O.O0OOrnA NS6-224 6 2 WIRE 6" CONVENTIONAL BASE (lnitialin�) O.OOOOrnA O.OO0OmA O.OOOOmA O.O□OOmA

VSR-2 1 2 IN WATER FLOW SW, VANE TYPE W/RETARD (Initiating) O.OOOOrnA O.OO0OmA O.OOOOmA O.O0OOrnA HW-LF 5 LOW FREQUENCY SOUNDER, WH /Notification\ O.OOOOmA O.OOOOmA 138.0000mA 690.0000mA

HEC3-24WR 1 HORN/STROBE, 2 WIRE, M-C, RED, WALL /Notification\ O.OOOOmA O.OO0OmA 144,0000mA 144.0000rnA Total Perioheral Sib, 0.3300mA Total Perioh Alarm 834.0000mA

Total Stand= Amas 155.3300mA Total Alarm Amos 1159.0000rnA

Standby time: 24 Hrs 3.728Ah Alarm time: 6 Min 0.097Ah

Battery requirement: 3.826Ah ComDensatlon Factors� Standbv: 1.2 Alarm: 1.2 Reaulrement with comoensation: 4.689Ah

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FACP

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1502 E. Erwin SI.

Tyler, Texas 75702

TX-ACR -1751001

(903) 593-7833

WWW.RUDDCONTRACTING.COM

□FOR SUBMITTAL □RECORD DRAWINGS

DI have reviewed these plans and certify that they comply with applicable codes and standards;

Or Certify they ware copied from sealed engineering plans and any violations of the applicable codes or standards are speclfieally noted on these plans.

APS Licensee Signature - License#

APS Printed Name

REVISIONS:

Dale

FIRE ALARM

WIRING PLAN

DEVICES THIS JOB:

SCALE: 1/8" ~ 1 '-0

DATE: 8/21/15

DRAWNBY: CER

JOB NO.: X

5 PERSON DORM

A TCO STRUCTLTRES

& LOGISTICS

SHEETNO,: AP.1