HomeMy WebLinkAboutPLANS - NewCom Wireless Inc. - Approx 1145 S 2nd E - CUP for new cell towerNEWCOM WIRELESS
COMMUNICATION EQUIPMENT SHELTER
DRAWING IND
AO ..........FRONT PAGE
A 0.1 ........ GENERAL NOTES
SITE
01-1 ..........TYPICAL TIEDOWN PIER PLAN, 100 PSF LIVE LOAD
ARCHITECTURAL:
CI -0001-20028 ..........EXTERIOR
ELEVATIONS
CI -0015-2002D ..........INTERIOR
ELEVATIONS
CF -0308-20026 .........
ROOF/WALL SECTION
CF -0309-20028 .........
FLOORIWALL SECTION
CF -0310-20028 .........
WALL SECTION
CF -0311-20026 .........
CORNER SECTION
MODEL 1216
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STRUCTURAL:
CF -0012-20028 ...... CUSTOM FRAME
S10 ................ TIEDOWN CLAMP
S11 ................ LIFT CHANNEL
ELECTRICAL:
CI -0031-2002......... ELECTRICAL LINE DIAGRAM & LOAD CALCULATIONS
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MANUFACTURER .................. SHELTER ONE, 5887 MONUMENT DRIVE
GRANTS PASS, OR 97526
OCCUPANCY.............................................................
-B
DESIGN ROOF LOAD .............................................
I..... 70 PSF
DESIGN UNIFORM FLOOR LIVE LOAD ...........................100
PSF
DESIGN CONCENTRATED FLOOR LOAD ......................
2000 LBS. OVER 2-1/2'X 2-1/2'
DESIGN WIND LOAD.....................................................100
MPH EXPOSURE
SIESMIC HAZZARD EXPOSURE: ...................................
N -A
SEISMIC PERFORMANCE CATEGORIES: ......................
Zone 4 - UBC
SEISMIC:
Z = 0.40
Aa = N/A Na = 1.5 Source
Type A
Av = N/A Nv = 2.0
GROSS SQUARE FEET .........................................................
192
CONSTRUCTION TYPE ..........................................................TYPE
VN
FIRE RATING OF EXTERIOR WALLS.......................................0
HR
APPLICABLE CODES:
STATE OF OREGON
1998 Structural Specialty Code
1999 Oregon Mechanical Specialty Code
2000 Oregon Electrical Specialty Code
STATE OF IDAHO
1997 Uniform Building Code
1997 Uniform Mechanical Code
1996 National Electrical Code
STATE OF WYOMING
1997 Uniform Building Code
7997 Uniform Mechanical Code
7996 National Electrical Code
STATE OF CALIFORNIA
1991 Uniform Building Cade wt California Amendments
1991 Uniform Mechanical Code w/ California Amendments
1991 National Electrical Code W California Amendments
ACCESSIBILITY AND USE:
THIS EQUIPMENT IS NOT INTENDED TO BE USED WHERE HANDICAPPED ACCESSIBILITY IS REQUIRED.
THE INTENDED PURPOSE OF THIS SHELTER IS TO HOUSE ELECTRONIC AND COMMUNICATIONS EQUIPMENT. IT IS TO BE USED ONLY BY
MAINTENANCE PERSONAL ON AN OCCASIONAL BASIS. NO STORAGE OF MATERIALS ARE ANTICIPATED.
SETBACK REQUIREMENTS:
GREATER THAN 20 FEET FROM COMMON OR ASSUMED PROPERTY LINE.
REV DESCRIPTION DATE BY DWN MHD DATE 5/30/00 SHELTER TITLE: FRONT PAGE G 20028
CHKD DATE ONE
® Sda7NSPASS, 89752 JOB: SCALE: SHEET:
APVD _ DATE cR,wrsvass.ol:arszs NEWCOM WIRELESS MODEL 1216 NA A 0
General notes:
1. All roof decking plywood to be douglas fir with outer faces C grade and fully plugged, exterior glue.
2. Caulk all joints between skin panels, edge caps and corner caps with "Vulkem" brand No.921 caulk or engineering approved alternate polyurethane.
3. Flooring to be solid vinyl tile, 1/8" nominal thickness, adhesive bonded to substrate.
4. All panel plywood nailers, skin panels etc., to be constructed flush to adjacent members.
5. Air conditioner to be installed per manufacturers recommendations.
6. All dimensions are in inches and fractions thereof.
7. Roofing material is heat applied, double coat. Base sheet shall conform to UL Classification G2 Base Sheet. Base to be smooth modified bitumen membrane having a nominal
thickness of 140 mils. Roofing final membrane to be modified bitumen membrane having a nominal thickness of 180 mils with a granular surface. All roofing to be applied per
manufacturer's recommendations.
8. All insulation used in walls shall be two inch rigid, beaded polystyrene, with an R value of 4.75 per inch. Insulation material shall be separated by 1/2" gypsum or equivalent
thermal barrier material which will limit the unexposed surface to no more than 250 deg. F after 15 minutes of fire exposure. Ceiling insulation shall be Thermax brand foil faced
polyisocyanruate foam core sheathing manufactured by Celotex Corp. Floor insulation shall be kraft -faced fiberglass batts to a maximum thickness of 6".
9. Adhesive used is Franklin brand construction adhesive type "FS", meeting ASTM C-557-73 typical unless otherwise noted.
Structural Notes:
1.
2.
3.
4.
5.
6.
7.
8.
9.
Exterior skin to be "ColorKlad" brand minimum 26 gauge G90 galvanized steel sheet, manufactured by Vincent Metal Goods, finished per customer request one side.
Trim and edge molding to be fabricated from skin sheet and supported by clips fabricated from 18 gauge galvanized steel sheet or screw fastened .
Fasteners for skin and moldings to frame construction to be stainless steel, #10, hex head with sealing washer as required, self -tapping, self -drilling screws.
All nuts and bolts to be steel, A307 grade.
Hold down reaction load at corner hold down assembly to be by ballast or other means. 681 pounds ballast for hold down reaction required for 100 mile per hour wind load.
Steel tube is minimum 2" x 2" x .120" wall, A500 Grade B. Heavier wall thickness are specified as required.
Floor/skid weldment utilizes C8x11.5 and structural tubing. Additional structure is provided in structure to support point loads. See detail.
All welding is gas metal -arc. Filler material (rod) is 0.035" diameter carbon steel, "Tri -Mark brand #786-S meeting AWS A 5.18, ER 70S-6. Size as indicated.
All steel plate and structural shapes are A36. _.=Vc"Zr� %
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REV DESCRIPTION DATE BY DWN I MHD I DATE 1 4/20/00 I I I �t: 20028 I
SHELTER NOTES
CHKD DATE ONE JOB: SCALE: SHEET:
APVD DATE 5881 MONUMENTDRNE NEWCOM WIRELESS MODEL 1216 NA A 0.1
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TABLE 18-1-A OF THE 1997 UNIFORM BUILDING
NO SPECIAL SOIL CONDITIONS (OR ROCK) EXIST
UBC TABLE 18-1-A.
DOWNLOAD ON SOIL BELOW SPREAD FOOTING IS
G / � A DEPTH OF 12 INCHES BELOW NATURAL GROUND
:OR WIND AND SEISMIC LOADS.
1 IO TIEDOWN CLAMP (TYP 6 PLCS)
PIER PLAN FOR 125 - 200 PSF FLOOR LIVE LOAD
NOTES
I. 681# BALLAST REQUIRED AT EACH TIEDOWN FOR STABILITY TO 100 MPH
WIND (3 TIEDOWNS PER SIDE).
2. FULL SUPPORT FOUNDATION NOT REQUIRED THIS DESIGN.
3. PIERS SHALL START BELOW LOCAL FROST LINE AND EXTEND TO A
MINIMUM OF GRADE LEVEL.
4. ALTERNATE FOUNDATION (CONCRETE PAD OR COMPACTED GRAVEL, TYP)
TO BE DESIGNED TO MEET LOCAL CONDITIONS.
5. SIO TIEDOWN SHALL RESIST 1670# IN SHEAR.
Alb
4. L.A,,o.._ ORCES ARE RESISTED BY A FORCE COUPLE ACTING
ON THE BUILDING STRUCIURL r..._ THE SUPPORTING FOUNDATIONS.
5. CONCRETE SHALL HAVE AN ULTIMATE COMPRESSIVE STRENGTH OF AT LEAST
2,500 PSI AT 28 DAYS AND SHALL CONTAIN 6.5 SACKS OF CEMENT PER CUBIC YARD,
MINIMUM. AN AIR ENTRAINING AGENT SHALL BE USED WHICH SHALL RESULT IN A
MINIMUM OF 5% AND A MAXIMUM OF 7% ENTRAINED AIR AT TIME OF CONCRETE
PLACEMENT. CEMENT SHALL CONFORM TO ASTM C-150, TYPE 11, LOW ALKALI
CEMENT. THE RATIO OF WATER TO CEMENT (W/C) SHALL NOT EXCEED 0.50 BY
WEIGHT. CONCRETE AGGREGATES SHALL CONFORM TO ASTM C33.
6. REINFORCING BARS SHALL CONFORM TO ASTM A615 - GRADE 60 MINIMUM.
PROVIDE 3" MINIMUM CLEARANCE AT ALL SIDES UNLESS NOTED OTHERWISE ("UNO")
ON PLANS.
7. STRUCTURAL FOOTING EXCAVATIONS SHALL BE CLEANED OF ALL LOOSE MATERIAL
PRIOR TO PLACING CONCRETE. A REPRESENTATIVE OF THE LOCAL BUILDING
AUTHORITY AND .THE OWNER SHALL OBSERVE ALL FOUNDATION EXCAVATIONS BEFORE
REBAR OR CONCRETE PLACEMENT. FOUNDATIONSSHALL BEAR AGAINST FIRM, DRY,
UNDISTURBED NATURAL GROUND OR ROCK.
8. WHERE WELDING OF REINFORCING STEEL IS REQUIRED, SUCH WELDING SHALL
CONFORM WITH AWS V1.,,'r USING PROPER LOW -HYDROGEN ELECTRODES. TACK
WELDING OF OR TO REBAR IS STRICTLY PROHIBITED.
9. REINFORCING STEEL SHALL BE FABRICATED ACCORDING TO THE "MANUAL OF
STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION" OF THE CONCRETE
REINFORCING. STEEL INSTITUTE, LATEST EDITION.
10. CONCRETE AND SOIL ARE CONSIDERED TO WEIGH 90 AND 150 POUNDS PER CUBIC
FOOT FOR DESIGN PURPOSES, RESPECTIVELY.
II. PRE -FABRICATED FOUNDATION ELEMENTS (CONCRETE FOOTINGS) SHALL BE
BEDDED ON I" THICK LAYER OF SAND, MINIMUM.
12. BACKFILL AND TAMP SOIL TIGHTLY AROUND CONTINUOUS AND ISOLATED
FOOTINGS.
REV DESCRIPTION DATE I BY DWN I MHD I DATE 1 5/14/00 1 SHELTER TITLE: DATE: DWG NO: -_REV: APPROVED:
FOOTPRINT 5/14/00 CI ]': 1 ?
CHKD I DATEI ONE
APVD DATE 5887 MONUMENT JOB. NEWCOM WIRELESS MODEL 1216 SCALE: 1:48 SHEET: I of I SIZE: B
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REV I DESCRIPTION DATE BY OWN I MHD DATE I 4/25/00 SHELTER TITLE: DATE: DWG NO: REV: APPROVED:
EXTERIOR ELEVATIONS 4/25/00 CI -0001-20028
CHKD DATE ONE
S687MONUMENT DRIVE JOB: SCALE: 1.25 SHEET: 1 OF 4 SIZE: E3
APVD DATE NEWCOM WIRELESS 1216
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REV I DESCRIPTION DATE BY OWN I MHD DATE I 4/25/00 SHELTER TITLE: DATE: DWG NO: REV: APPROVED:
EXTERIOR ELEVATIONS 4/25/00 CI -0001-20028
CHKD DATE ONE
S687MONUMENT DRIVE JOB: SCALE: 1.25 SHEET: 1 OF 4 SIZE: E3
APVD DATE NEWCOM WIRELESS 1216
GRA/.TS PASS, OR 97526 _ _
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BARD WA 24
120 1/4"
151 1/2"
CA(�[BjBLLLEEj ENTRY
EAST EXTERIOR ELEVATION
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REV DESCRIPTION DATE I BY DWN MHD DATE 4/25/00 SHELTER TITLE: DATE: DWG NO: REV: APPROVED:
EXTERIOR ELEVATIONS 4/25/00 CI -0001-20028
CHKD I DATEI ONE
5807 MONUMENT DRIVE JOB: SCALE: SHEET: SIZE: B
APVD DATE GRANTS PASS, OR 97526 NEWCOM WIRELESS 1216 1:25 2 OF 4
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EXTERIOR ELEVATIONS 4/25/00 CI -0001-20028
CHKDJ DATE ® ONE
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APVD DATE GRANTS PASS, OR 87548
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REV DESCRIPTION DATE BY I DWN I MHD I DATE 1 4/24/00 SHELTER TITLE: DATE: DWG NO: REV: APPROVED:
INTERIOR ELEVATIONS 8 PLANS 4/25/00 CI -0015-20028
CHKD I DATE I Iqqem ONE JOB: SCALE: 1.25 SHEET: I OF 4 SIZE: B
APVD DATE 5687 MONUMENT DRIVE NEWCOM WIRELESS 1216
GRANTS PASS, OR 97526
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43"
46"
43"
13/16 X 1 5/8 UNISTRUT SUPPORT (TYP) ---/
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REFLECTED CEILING & CABLE TRAY
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REFLECTED CEILING & CABLE TRAY
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REV DESCRIPTION DATE I BY OWN MHD I DATE 1 4/24/00 SHELTER TITLE: DATE: DWG NO: REV: APPROVED:
INTERIOR ELEVATIONS &PLANS 5/5/00 CI -0015-20028
CHKD I DATE I ONE
5887 MONUMENT DRIVE JOB. SCALE: 1.25 SHEET: 2 OF 4 SIZE: B
APVD DATE GRANTS PASS, OR 67528 NEWCOM WIRELESS 1216
i
NOTES:
I. PERIMETER RACEWAY SHALL BE SCREW COVER TYPE, MINIMUM SIZE 4' X 4'.
2. ALL CONDUIT TO BE TYPE EMT, MINIMUM SIZE 1/2' LINO.
3. ALL WIRE TO BE TYPE THHN STRANDED, SIZED PER NEC.
4 X 4 NEMA I SCREW COVER RACEWAY (FULL PERIMETER)
NORTH INTERIOR ELEVATION
EAST INTERIOR ELEVATION
REV DESCRIPTION DATE I BY DWN MHD I DATE 1 4/24/00 SHELTER TITLE: DATE:DWG NO: REV: APPROVED:
INTERIOR ELEVATIONS & PLANS 5/5/00 CI -0015-20028
CHKD I DATE I ONE
5887 MONUMENT DRIVE JOB: SCALE: 1.25 SHEET: 3 OF 4 SIZE: B
APVD DATE GRAWS PASS. OR 97528 NEWCOM WIRELESS 1216
VA
L.V. CABLE(TYR)
ALTERNATE
CABLE ENTRY
-BOTTOM
OF CABLE TRAY
NOR ALARM SW.
w CABLE ENTRY
HI/LOW
NOR WIND RESnAINT
TEMP SENSORS F
=
SUPPLY , SUPPLY
w
z
I/2 EMT
K
i
LEAD/LAG
(E WT.E% 1$0 V RECEPi (IP)
4 % 4 TELCO BOAR)
RETURN RETURN
O
Ol
LI4M1T SWITCHES
DOOR LATCH
CONTROL
54 112"
53"
FO -1
3" NPTF
CABLE ENTRY
187'
139"
i
NORTH INTERIOR ELEVATION
EAST INTERIOR ELEVATION
REV DESCRIPTION DATE I BY DWN MHD I DATE 1 4/24/00 SHELTER TITLE: DATE:DWG NO: REV: APPROVED:
INTERIOR ELEVATIONS & PLANS 5/5/00 CI -0015-20028
CHKD I DATE I ONE
5887 MONUMENT DRIVE JOB: SCALE: 1.25 SHEET: 3 OF 4 SIZE: B
APVD DATE GRAWS PASS. OR 97528 NEWCOM WIRELESS 1216
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SOUTH INTERIOR ELEVATION
WEST INTERIOR ELEVATION
25 3/8"
I
REV DESCRIPTION DATE BY DWN I MHD I DATE 4/24/00 SHELTER TITLE: INTERIOR ELEVATIONS 8 PLANS DATE: 5/5/00 DWG NO: CI -0015-20028 REV: APPROVED:
CHKD DATE ® 5ONE MEMDRNE 1:25 4 OF
JOB: SCALE: SHEET: SIZE:
APVD GRRAAMS8 UDATE NMrPASS. OR 97526 NEWCOM WIRELESS 1216 4 B
ALTERNATE
ALTERNATE
CABLE ENTRY
CABLE ENTRY
CABLE LADDER
1-1/2 EYr
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WELL MOUNT
S=ORT (*ll)
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AOSiWLL MTT
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P ASE LOA CTR.
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MANUAL XFER
70 1/2'•
SWITCH
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SOUTH INTERIOR ELEVATION
WEST INTERIOR ELEVATION
25 3/8"
I
REV DESCRIPTION DATE BY DWN I MHD I DATE 4/24/00 SHELTER TITLE: INTERIOR ELEVATIONS 8 PLANS DATE: 5/5/00 DWG NO: CI -0015-20028 REV: APPROVED:
CHKD DATE ® 5ONE MEMDRNE 1:25 4 OF
JOB: SCALE: SHEET: SIZE:
APVD GRRAAMS8 UDATE NMrPASS. OR 97526 NEWCOM WIRELESS 1216 4 B
THERMO-FUSED TO
ENCAPSULATE FLASHING
#10 X 1-1/4" S/S TORX WAFER
HEAD SCREW, TYP, 6" CC.
3/4" STAINLESS STEEL TRUS
HEAD SHEET METAL SCREW
6" C -C
FINISHED ROOFING SYSTEM (ATACTIC
POLYPROPYLENE "TORCH -DOWN')
2 PLY OVERALL
BASE SHEET (NAILED ON 1 FOOT CENTERS)
UPPER EDGE FLASHING _
ROOF SHEATHING,19/32"
-C-C PLUGGED EXT.
PLYWOOD
BLIND SEALING RIVET, 4" CC. _ �I
/I
#10 SS SELF DRILL SCREW, _I QOHSS/
W. NEOPRENE WASHER, _ _ h�Mj i%.s° cc. 9
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TUBULAR STEEL FRAME 0.040 GLOSS WHITE ALUMINUM SHEET ll;: -;'HA NO'
#10 SCREW S" O.C. . • •� CAULK �F �,QL`�Q�
CONSTRUCTION ADHESIVE RIGID FOAM INSULATION
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RIGID FOAM INSULATION 1'FD C M�EQS AFD C. t8(EQ6'
EXTERIOR METALLIC SKIN 0.040 GLOSS WHITE
ALUMINUM SHEET
FULL COVERAGE ADHESIVE BOND, C ;�
TYP ALL PANEL COMPONENTS
Dale
K'YOMIN%
REV DESCRIPTION DATE- BY DWN I TES DATE*8/17/98 SHELTER TITLE: DATE: DWGNO: REVAPPROVED:
ROOFNVALL SECTION 10/21/99SF-0308-20028CHKD MHD DATE ONE
SW7 MONUMENT DRIVE ,JOB. -20027 / 20028 NEWCOM WIRELESS SCALE: FULL SHEET: 1 OF 1 SIZE: B
APVD DATEGRAMS PASS, OR 97526
FULL COVERAGE ADHESIVE BOND,
TYP ALL PANEL COMPONENTS
EXTERIOR METALLIC SKIN
RIGID FOAM INSULATION
BLIND SEALING RIVET, 4" CC.
TUBULAR STEEL FRAME
PERIMETER CHANNEL SKI
.040 GLOSS WHITE ALUMINUM SHEET
7/16" OSB
RUBBER COVE BASE
#10 TEK SCREW, 6" CC.ON UPPER END WALLS & SIDE WALLS
4" C -C ON LOWER END WALLS.
CONSTRUCTION
ADHESIVE
POLYURETHANE
CAULK FILL
FIBERGLASS INSULATION
FINISH FLOORING 1/8" SOLID VINYL
3/16" STEELDECKPLATE
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REV DESCRIPTION DATE BY DWN I TES DATE 8/17/98 TITLE: DATE: I DWG NO: REV: APPROVED:
SHELTER FLOOR/WALL SECTION 4/19/00 CF -0309-20020
CHKD MHD DATE 8/3/99 ONE
5887 MONUMEFR DRIVE SOB' NEWCOM WIRELESS SCALE: FULL SHEET: 1 OF 1 SIZE: B
VD
DATE GRANTS PASS, oR 97528
#10 TORX SCREW
10" CC. TYP
7/16" OSB
TUBULAR STEEL FRAME
FULL COVERAGE ADHESIVE BOND,
TYP ALL PANEL COMPONENTS
METALLIC EXTERIOR SKIN
0.040" GLOSS WHITE ALUMINUM SHEET,
BUTT SEAMS TIGHT (SEAMS MUST NOT FALL
ON JOINT IN SUBSTRATE)
CONSTRUCTION
ADHESIVE
EXTERIOR SEAM SEALED
WITH
POLYURETHANE
#10 SS SELF DRILL SCREW,
W. NEOPRENE WASHER, 4" CC.
RIGID FOAM INSULATION
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REV DESCRIPTION DATE BY DWN I TES DATE 8/2/99 SHELTER TITLE: WALL SECTION DATE: 4/19/00 DWG NO: CF -0310-20028 REV: ANt Rovtu:
CHKDJ MHD DATE 8/3/99 ONE
MONUMENT DRIVE JOB' NEWCOM WIRELESS SCALE: FULL SHEET: 1 OF 1 SIZE: B
APVD I DATE GRANTS PASS. OR 97528 1 1 _..
REV I DESCRIPTION
FULL COVERAGE ADHESIVE BOND,
TYP ALL PANEL COMPONENTS
DATE
7/16" OSB
.040" GLOSS WHITE ALUMINUM SHEET
7/16" OSB
1-1/4 X 1/8
ANGLE, TYP
CONSTRUCTION
ADHESIVE
BY DWN I TES DATE
CHKD MHD DATE
IAPVDI I DATE
#10 SS SELF DRILL SCREW,
W. NEOPRENE WASHER, 4" CC:
6/2/99 SHELTER
8/3/99 ® 5887 MdJUONE
MEM
gP>MR m< q nP 01598
CORNER SECTION
NEWCOM WIRELESS
0.040 GLOSS WHITE
ALUMINUM SHEET, TYP
2" RIGID FOAM INSULATION, TYP
#10 X 1-1/4" TORX WAFER
HEAD SCREW, TYP,
4" C -C ON LOWER END
WALLS; 6" C -C ALL
REMAINING CONNECTIONS
0 X 1-1/4" SCREW 6" C -C
TUBULAR STEEL FRAME
26 GA. G90 STEEL SKIN
DATE: 8/2/99
NONE
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NO: CF -0311-20028
1 OF 1
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NOTES:
192
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I. ALL T.S. Is 3 x 2 x .120 A500
Ivl ��
GRADE B.
2. ALL WELDS ARE FULL LENGTH UNO.
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3. FRAME IS SYMMETRICAL BOTH
3/16
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REV DESCRIPTION DATE BY I DWN I MHD I DATE 1 4/24/00 SHELTER TITLE: DATE: DWG NO: REV: APPROVED:
CUSTOM FRAME 5/5/00 CF -0012-20028
CHKDJ I DATE I I ONE
5887 MONUMENT DRNE ,108. SCALE: SHEET: SIZE: B
APVD DATE GRAWSPASS,OR97528 NEWCOM WIRELESS 1216 1:25 2 OF 7
NOTES:
I. ALL T.S. IS 2 x 2 x .120 A500 GRADE B.
2. ALL WELDS ARE FULL LENGTH UNO.
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CUSTOM FRAME 5/5/00 CF -0012-20028
CHKD I DATE ONE
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APVD DATE GRANTS PASS. OR 97526 NEWCOM WIRELESS 1216 1:25 3 OF 7
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REV DESCRIPTION DATE I BY I OWN I MHD I DATE 1 4/25/00 SHELTER TITLE: DATE: DWG NO: REV: APPROVED:
CUSTOM FRAME 5/5/00 CF -0012-20028
CHKD I DATE ONE
5887 MONUMENT DRIVE JOB: SCALE: SHEET: SIZE: B
APVD DATE GRANTS PASS. OR 97526 NEWCOM WIRELESS 1216 1:25 3 OF 7
NOTES:
I. ALL T.S. IS 2 x 2 x .120 A500 GRADE B.
2. ALL WELDS ARE FULL LENGTH UNO.
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REV DESCRIPTION DATE BY I OWN I MHO I DATE 1 4/25/00 1 SHELTER TITLE: DATE: DWG NO: REV: APPROVED:
CUSTOM FRAME 5/5/00 CF -0012-20028
CHKD I DATEI I ONE
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APVD DATE NEWCOM WIRELESS 1216 1:25 4 OF 7
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CHKD I DATEI I ONE
5887 MONUMENT DRIVE JOB: SCALE: SHEET: SIZE: B
APVD DATE NEWCOM WIRELESS 1216 1:25 4 OF 7
GRANTS PASS, OR 87528
NOTES:
I. ALL T.S. IS 2 x 2 x .120 A500 GRADE B.
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CUSTOM FRAME 5/5/00 CF -0012-20028
CHKDj I DATE ONE
586]MONUMENTDRNE JOB. SCALE: SHEET: SIZE: B
APVD DATE NEWCOM WIRELESS 1216 1:25 5 OF 7
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CUSTOM FRAME 5/5/00 CF -0012-20028
jCHKDj DATE ONE
588'7 MONUMENT DRIVE SOB' NEWCOM WIRELESS 1216 SCALE: 1.25 SHEET: 6 OF 7 SIZE:I JI B
APVD DATE GRANTS PASS. OR 97526 _- _
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CUSTOM FRAME 5/5/00 CF -0012-20028
jCHKDj DATE ONE
588'7 MONUMENT DRIVE SOB' NEWCOM WIRELESS 1216 SCALE: 1.25 SHEET: 6 OF 7 SIZE:I JI B
APVD DATE GRANTS PASS. OR 97526 _- _
NOTES:
I. ALL T.S. IS 3 X 2 X .180 A500 GRADE B.
2. ALL PERIMETER CHANNEL IS C8 X 11.5, A36.
3. ALL ANGLE IS 1-1/4 X 1-1/4 X 1/8 A36. ANGLE SUPPORTS BOTTOM SKIN ONLY AND IS NOT A STRUCTURAL ELEMENT.
4. FLOOR PLATE IS 3/16° A36.
5. ALL WELDS ARE FULL LENGTH UNLESS OTHERWISE NOTED.
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FLOOR/SKID FABRICATION DETAILS
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CUSTOM FRAME 4/24/00 CF -0012-20028
CHKD DATE ONE
5887 MONUMENT DRIVE JOB. SCALE: SHEET: SIZE:
APVD DATE GRANfSPASS, OR875]8 NEWCOM WIRELESS 1216 1:4 7 OF 7 B
NOTES:
I. RECOMMENDED TIEDOWN USING SUPPLIED GALVANIZED STEEL CLAMPS. (QTY 4 PROVIDED)
2. SUITABLE FOR SITE INSTALLATION AFTER PLACEMENT OF SHELTER.
3. ANCHOR BOLTS NOT PROVIDED
4. SEAL PERIMETER CHANNEL TO FOUNDATION PAD USING HEAVY BEAD POLYURETHANE SEALANT
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ISSUE# I DATE I DESCRIPTION
APPD
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DATE
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4/4/00
WCAD
FILE NAME
APPROVALS
SIZE
CI -0203-20027
B
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DESCRIPTION
PREPARATION OF FLOOR FRAME WELDMENT FOR ATTACHMENT OF LIFTING CHANNELS
TACK WELD 3 FACES
APPD
SHEET SII
c 3
9
PROJECT
Newcom Wireless
TITLE
DRAWI BY
DATE
29 1.
Lift Channel
MHD
427 ioo
CAD FILE NAME
APPROVALS
SIZE'%'-
_
Newcom lift 2.mcd
B
v� s
NOTES:
I. PHOTOCELL TO BE
LOCAL CODES.
2. LAMP TO BE COMPACT FLUORESCENT IF REQUIRED BY
LOCAL CODE.
REV I DESCRIPTION DATE BY DWN
UTILITY POWER
1 I ,
METER BASE
DRY CONTACTS
3/o
t4310
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SFER SWITCH
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DATE 4/27/00 SHELTER
DATE ® ONE
DATE B887 MONUMENT DRIVE
GRAMS PASS, OR 97526
N
12 RE
I
---•-- I PWR. FAIL -
#av coNTacrs RELAY 12 4W4 WHT TO NEUi. BUS
POWER SYSTEM DIAGRAM DATE: 4/27/00 DWG NO: CI -0031-20028
NEWCOM WIRELESS 1216 SCALE: NONE SHEET: I OF 2 1
SIZE: B
LEAD/LAG
ALIL2W C R Y W C FI F2
18/4 MULTICMDUCTOR (T P)
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SWITCH #!
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Electrical Load Calculationscz
O�E�SF�y9�
Item Qty Watts Total Amps VA No. 225731M
PROF
to : 2> 51
Lights @ 80 W 1.25 4 400 3.33 400 ylF �HAffit :\Q Q� �t�C'1Ng
Light, incandescent 1 100 0.83 100 OF CAS\EO 46���a
Receptacles 4 720 6 720 9�F
HVAC 2 5000 41.67 10000 rF OF N
Power fail relay 1 0 0.00 0 <tEu Pq0
yFU C. 10E�S
Smoke detector 1 70 0.58 69.6 v�`'��NGINgfF'P,,G
Surge arrester 1 20 0.08 20 m� 11,994 vp
oa�EngtneD,
`o
Total VA 11309.6;11
'p,
Total load @ 240 V 47.1 yF� C MVFes a p
Date
�'OMING
LOAD CALCULATIONS
NOTES:
I. HVAC LOADS ARE MAXIMUM UNDER HEATING OPERATION.
2. SURGE ARRESTOR IS PASSIVE DEVICE AND DRAWS MINIMAL LOAD.
3. POWER FAILURE RELAY DRAWS NO LOAD.
4. EXTERIOR LIGHT DRAW IS MAXIMUM WITH INCANDESCENT LAMP;
LESS WITH USE OF COMPACT FLUORESCENT.
REV DESCRIPTION DATE BY DWN MHD DATE 4/27/00 SHELTER TITLE: POWER SYSTEM DIAGRAM DATE: 4/27/00 DWG NO: CI-0031-20028 REV: APPROVED:
CHKD DATE ® ONE
5887 MONUMENT DRIVE JOB: SCALE: NONE SHEET: 2 OF 2 SIZE: B
APVD DATE GRANTS PASS, OR 97526 NEWCOM WIRELESS 1216