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HomeMy WebLinkAbout00-0583 929 Washington St S Plans 0 0 U C w-0 Foo r� 6 3)N�nE �o 1 m OON� If I c C QE h4O W O e l 8 l Fare 9os cap i .. •C ?>W(�w*E e► 21 — 9a.B ae'+a'sµr a swe on W ■I 0 Q n — — ^ _ Fowd 5/B'Rebor o2 21 Z��7 N W �/s�/E 1l3I U L/e 44fp 2 Z i 2e 3 a SITE _ a 20 40 1 Tmklm TAt1E l Scale In Feet N1NaAER olsTA1KZ T' 29.711'1'.e"• N 3`�E ! Located In j l Lots 12 & 13a Block 5 5 8848 4 E a � 'e i Huerta Vista n Subdivision - N 88'49'4r w .Do' t NW NW a Section 28 Centsrfne d It wide � y°�—N EC4Y'4 -M�d7.p1 4 VICINITY MAP 8 i1.T a i — N SX 26 E ` Township 10 South Center of ro ® - B � dn to LAT..N 4732'04.49 , NLON w u4•z44.1L2s• Range �rla 5' I CMLease Parcel Legal Description EURAT1N 329 County 14zx 88'' 750 / f►� A' n A pored M of Io beabd in portion ofLab Idaho 12 and 13,Block 5, 11VEWA I�[ BIA101110 ! _ WSFA SUBDM"R recorded in Book 11 of $'T ! I L TBI-ilm Nd 20M b ®fogs 51, Twin Fail, _I N x333T0B-W Can •Idaho:being more dbn: � Elndbn- pariiwlorly Jffi9.2D I I OOSRf10 I I I '� 0As■ / ...� Corarrodry of the Northeast a d sold Lot 12 Thw North B8.49'47' //I/ Wad 87.91 lest dory the North 6ouMvr d sold lot 12 Thanes Sootier �I� I' FIRE STATION I // / ■ 01'10'13'Weer M68 test m THE REAL POW per aEW#, - ` O Therm South 5726.52'W 15.00 Awtram,, ;. � A caq 1 � Legend 0 Z Thence North 3tr33'08-Wort 3o W hat. 0*6-`� E� '/ Leas Bardvy Line Thsncs North 53.2652-Eat 10.01 feet �• R�yy I I I 1 \ i �d AedbL ———————————— i Tho south 84947 Eat J1 fs.t Eee■rert Un ———————— 71wku South 36'33'OB'Eat 28.14 het to THE REAL POINT OF t3EC7IWMG, \`� 7� &nary FOOPIM co i Coob)-M opproremohy 440 Sq.R. \ -=- overhead f°"r&'° " rA M SbM Access Easement Legal Description o I � � Lot 1,3 � tat 12 Pow_SAP - � Anchor U �d A MOD toot ride vehicular ocoess a nent bcded n a portion d Lot y p Anchor • v/ 12,Block 5. ',k*RfA NSTA sbfeon"*.recorded n Book 11 d Pbh, z Pop 51.T to lb County, Malw:bety mare partied"deeaibed by ———� Commencing at the NorOreat corner of sold Lot 12 Th—,North W49'47' 3 B 1 o k 5 R E C E I V E D c ' W blast 87.91 lest akrg the North bourMory ofsaM Lot 12 Thence South oi•10'13'Weer 35.66 feet. Thence South W76'S2'Writ 7M feet to 00 _ ■_ TLLE REAL PCWI!OF No of the«mhrOn.of,old 15.00 foot.M. eoa■rwrt BL I'lding Plans C) ILL Lrmca T Sal,.7T3708'b�41.00 fad. CQ W _——— N 0 V 0 2 2000 11■/. ■ -CITY OF TWIN FALL. n E J I E UV E D p � LC Thrrce South 7fi 06.5r East 13.58 feet, 1- 8 Z Th. North 51.51.3r Fast 14.96 feet 2 F<- g o BUILDING DEPT. For Conformance With `n `a W UI i#arm Building Coda —dere North old r w Fmt e6.46 het to th.amk9ng paled tithe — —— ——— - a.nhr9r■d,old.aenl.rnt --- All Construction I -- _ Subject to Field Inspection POWedine Easement Legal Description zoo foot rids ut911y aaeenwrt located in a portion of Lot 13,Block 5, I °rj q � ��"�� •••::�^�a 'Hlb,Co ntylA SUBOM14570N;recorded in Book 11 et Plat,Page 51,Trh ff�wCarnrty,Lddna:being more pordor Unfy deeorbd i. by karrter9rne a I 2 tlafle // Urtl ,__ CORY^^^cn9 ot the Northeast corder of and lot 1 Them North W49'47' ._- wad 4d00 fad akry the North bwunM of eklid Lot 3 to THE REV.Mo f I a.., DJS W BE2"VMN0 Of thed c■ gm of cold 12.00 fad ride eaenent Th—South oo•2910 Foot 24.87 het. °^ 21 AU The North 5J21r52•Ear,29.76 het SHOWN Thw"South cant.fne d sa�fd�eaae�rrwrt ,J.86 ran to the aMky poll of the p 3� NEWCOM WIRELESS COMMUNICATION EQUIPMENT SHELTER MODEL 814 DRAWING INDEX PROJECT DATA AO . . . . . . . . . .FRONT PAGE MANUFACTURER.................. SHELTER ONE, 5887 MONUMENT DRIVE A 0.1 . . . . . . . . GENERAL NOTES GRANTS PASS, OR 97526 SITE: OCCUPANCY...............................................................B DESIGN ROOF LOAD................................................... 70 PSF C1-1 . . . . .. . . . .TYPICAL TIEDOWN PIER PLAN, 100 PSF LIVE LOAD DESIGN UNIFORM FLOOR LIVE LOAD................... ......100 PSF DESIGN CONCENTRATED FLOOR LOAD...................... 2000 LBS. OVER 2-1/2'X 2-1/2' ARCHITECTURAL: DESIGN WIND LOAD.....................................................100 MPH EXPOSURE C SIESMIC HAZZARD EXPOSURE: ................................... N-A CI-0001-20027 . . . . . . . . . .EXTERIOR ELEVATIONS SEISMIC PERFORMANCE CATEGORIES: ...................... Zone 4-UBC SEISMIC: Z=0.40 ~ CI-0015-20027 . . . . . . . . . .INTERIOR ELEVATIONS Aa = N/A Na= 1.5 Source Type A CF-0308-20027 .. . . . . . . . ROOF/WALL SECTION Av = N/A Nv=2.0 CF-0309-20027 . . . . . . . . . FLOOR/WALL SECTION GROSS SQUARE FEET......................................................... 116 CF-0310-20027 . . . . . . . . .WALL SECTION CONSTRUCTION TYPE..........................................................TYPE VN CF-0311-20027 . . . . . . . . . CORNER SECTION FIRE RATING OF EXTERIOR WALLS........................ .......0 HR APPLICABLE CODES: STATE OF OREGON 1996 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 l 1997 Uniform Building Code 4 1997 Uniform Mechanical Code U 1996 National Electrical Code Lv STRUCTURAL: STATE OF CALIFORNIA 1991 Uniform Building Code wt California Amendments CF-0012-20027 . . . . . .CUSTOM FRAME 1991 Uniform Mechanical Code w/California Amendments 1991 National Electrical Code wt California Amendments S10 . . . . . . . . . . . . . . .TIEDOWN CLAMP --- ACCESSIBILITY AND USE: S11 . . . . . . . . . . . LIFT CHANNEL 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. ELECTRICAL: � a SETBACK REQUIREMENTS: CI-0031-20027 . . . . . . . . .ELECTRICAL LINE DIAGRAM+&LOAD CALCULATIONS GREATER THAN 20 FEET FROM COMMON OR ASSUMED PROPERTY LINE. �`` It; th' >r ®o; crs 4 F Jai REV DESCRIPTION DATE BY DWN MHD DATE 5/30/00 SHELTER FRONT PAGE TITLE: DWG NO: 20027 APPROVED: CHKD DATE ONE JOB: SCALE: SHEET: 5887 MONUMENT DRIVE NEWCOM WIRELESS MODEL 814 NA AO APVD DATE GRANTS PASS,OR 97526 FOOTING DESIGN SUITABLE FOR 100 MPH WIND LOAD FOUNDATION CONCRETE AND DESIGN Q I. FOUNDATION DESIGN IS BASED ON TABLE 18-1-A OF (x THE 1997 UNIFORM BUILDING CODE. FOUNDATION 100 PSF LIVE FLOOR LOADING DESIGN ASSUMES NO SPECIAL SOIL CONDITIONS (OR L CS —IF ROCK) EXIST AT THE SITE PER FOOTNOTE I, 1997 UBC TABLE 18-1—A. Cs 7-0 2. ASSUMED ALLOWABLE VERTICAL DOWNLOAD ON ) .. SOIL BELOW SPREAD FOOTING IS 1,000 POUNDS PER NO 'r�� ir-� SQUARE FOOT AT A DEPTH OF 12 INCHES BELOW ta AEN FOUNDATION CONTRACTOR TO COORDINATE THE CH - U1 C4 SECTION BY THE CLIPS. NATURAL GROUND SURFACE; PLUS A II3RD INCREASE SPACING OF FOOTINGS 70 ESTABLISH G000 GRIP OF THE CHANNEL . y FOR WIND AND SEISMIC LOADS. !�' (SQUARE TYPE FOOTINGS SHOWN;ROUND TYPE SAME C-C DIMENSIONS) WIRE ROPE IN ONE LENGTH OVER TOP � 3. LATERAL RESISTANCE IS OFFERED BY Aa'7► �. PASSIVE RESISTANCE (EFP)OF 100 PCF PLUS A OF SHELTER AT BOTH ENDS OF UNIT VULCANIZED RUBBER BOOT CUT FROM .++ S NYLON CASED CAR TIRE TO 1/3RD INCREASE FOR WIND AND SEISMIC LOADS PREVEO ENT DAMAGE TO ROOF COMBINED WITH A LATERAL SLIDING COEFFICIENT OF 0.30 BETWEEN CONCRETE AND SOIL. 4. LATERAL AND OVERTURNING FORCES ARE RESISTED BY A FORCE COUPLE ACTING ON THE GALVANIZED OR STAINLESS 4'MINUS CRUSHED ROCK BY 12• BUILDING STRUCTURE AND THE SUPPORTING V4•x 6 x 7 WIRE ROPE THICK COMPACTED BASE COURSE FOUNDATIONS. I PRE-TENSION TO I,000# 5. CONCRETE SHALL HAVE AN ULTIMATE 8'-0" T I wCo I4 COMPRESSIVE STRENGTH OF AT LEAST 2,500 PSI AT ED ENT HELTER 28 DAYS AND SHALL CONTAIN 6.5 SACKS OF CEMENT TURNBUCKLE EACH 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 PLAN SHALL CONFORM TO ASTM C-150, TYPE 11, LOW 4'-6" ALKALI CEMENT. THE RATIO OF WATER TO CEMENT (W/C)SHALL NOT EXCEED 0.50 BY WEIGHT. SECTION 11117- SECTION CONCRETE AGGREGATES SHALL CONFORM TO ASTM C33. MAXIMUM ALTERNATE BASE: 6. REINFORCING BARS SHALL CONFORM TO ASTM 8 x 8 PRESSURE TREATED A615 - GRADE 60 MINIMUM. PROVIDE 3' MINIMUM TIMBERS,FULL CLEARANCE AT ALL SIDES UNLESS NOTED OTHERWISE PERIMETER;UTILIZE SAME CABLE AND ANCHOR ULTIMATE PULLOUT CAPACITYACITY (UNO") ON PLANS. B"HELIX ANCHOR WCA 6,000iF SYSTEM. 7, STRUCTURAL FOOTING EXCAVATIONS SHALL BE CLEANED OF ALL LOOSE MATERIAL PRIOR TO PLAC Eq.ik3 ClossD LOOP STIRRUPS TEMPORARY HOLD-DOWN OPTION CONCRETE. A REPRESENTATIVE OF THE LOCAL (GOOD FOR WINOS UP TO 100 MPH) BUILDING AUTHORITY AND THE OWNER SHALL OBS VE ALL FOUNDATION EXCAVATIONS BEFORE REBAR 0 iA'OIA x Ir ear wi r PRO xcTIOH a VIA x 12 ear wi r►Ro EcrroH CONCRETE PLACEMENT. FOUNDATIONS SHALL BE 2 EACH PER FOOTM 2 EACH PEA FOOTNB AGAINST FIRM, DRY, UNDISTURBED NATURAL GROU OR ROCK. — _nEDowN LocAr1DN(TYP) 8. WHERE WELDING OF REINFORCING STEEL IS REQUIRED, SUCH WELDING SHALL CONFORM WITH AWS D12.1 USING PROPER LOW-HYDROGEN ELECTRODES, L 11 L TACK WELDING OF OR TO REBAR IS STRICTLY PROHIBITED. T 9. REINFORCING STEEL SHALL BE FABRICATED s e AaE 1 1 ACCORDING TO THE 'MANUAL OF STANDARD PR T T T a &ur x Ir Avon oan AT aea PLAN VIEW A2eawATecaoESAaTarwrH I FOR REINFORCED CONCRETE CONSTRUCTION' OF HE H rJ Am mvem WA rF ' 0 NEWCOM 814 � � CONCRETE REINFORCING STEEL INSTITUTE, LA T T h' LXAn") EQUIP.SHELTE I EDITION. 10. CONCRETE AND SOIL ARE CONSIDERED TO WE H 90 AND 150 POUNDS PER CUBIC FOOT FOR DESIGN PURPOSES, RESPECTIVELY. / 11. PRE-FABRICATED FOUNDATION ELEMENTS III I— I (CONCRETE FOOTINGS)SHALL BE BEDDED ON I' ICK LAYER OF SAND, MINIMUM. A A 1 12. BACKFILL AND TAMP SOIL TIGHTLY AROU D III CONTINUOUS AND ISOLATED FOOTINGS. r3 CONTHAIOtL TOP A fOTTpf MTX 12' NEWCOM 814 - r _— _ WO EAN 04R EAN CWn IS vert AT EA•O.C.,TYP EQUIPMENT SHELTER IIII I111 I 3' 3•CLEAR 2 1—Orr10 O CONTINUOUS FOOTING DESIGN - malift SECTION {/ 3-CLEAR LEA #L A 5'-0•EACH WAY AT 80TTOH 3'-011 - SHEET C I—2 0 0 2 7 � EA.r3 MAILoa0 ro le• Y! 14 1'-0' x IY,YACEE EVBIY ,## CORNER PIER FOOTINGS S-� CORNER PIER FOOTINGS ••�_ SQUARE TYPE _ ROUND TYPE cl���('NA � - g''s°i��,T�+� �� � N PROJECT -� ALTERNATE PIER FOOTING SIZE 3'-6"DIA X V-9"HIGH .(�d-•r+, ° � f�,yiF� S'�764 O 8 NewCom Model 814 . TITLE DRAWN BY DATE `OR�C.ti�dli � %9762Foundation Plan MHo s�oo tOa� 2� F W CAD FILE NAME APPROVALS SIZE ` 'Q �` = C 1-20027 Rev A.mcd 13 Y t r 3 N ti 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 layer coat. Base sheet shall conform to UL Classification G2 Base Sheet. Prep strip 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. Minimum roofing wind rating shall be 90 MPH, Exposure D. 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. Exterior skin to be "ColorKlad" brand minimum 26 gauge G90 galvanized steel sheet, manufactured by Vincent Metal Goods, finished per customer request one side. 2. Trim and edge molding to be fabricated from skin sheet and supported by clips fabricated from 18 gauge galvanized steel sheet or screw fastened . 3. 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. 4. All nuts and bolts to be steel, A307 grade. 5. Hold down reaction load at corner hold down assembly to be by ballast or other means. 1244 pounds ballast for hold down reaction required for 100 mile per hour wind load. 6. Steel tube is minimum 2" x 2" x .120" wall, A500 Grade B. Heavier wall thickness are specified as required. " 7. Floor/skid weldment utilizes C8x11.5 and structural tubing. Additional structure is provided in structure to support point loads. See detail. 8. 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. r I, 9. All steel plate and structural shapes are A36. . c to n _ REV DESCRIPTION DATE BY DWN MHD DATE 4120/00 SHELTER TITLE: NOTES DWG NO: 20027 APPROVED: CHKD DATE ONE SCALE: SHEET: __ 5887 MONUMENT DRNE JOB: NEWCOM WIRELESS MODEL 814 APVD DATE GRANTS PASS,OR 97526 NA A 0.1 ISSUE# DATE DESCRIPTION APP D NOTES 1. 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. S10 TIEDOWN SHALL RESIST 1670#IN SHEAR. 167 112 FOUNDATION CONCRETE AND DESIGN 01 I. FOUNDATION DESIGN IS BASED ON TABLE 18-1-A OF PIER, TYPICAL THE 1997 UNIFORM BUILDING CODE. FOUNDATION 54 3/8 DESIGN ASSUMES NO SPECIAL SOIL CONDITIONS (OR -- ROCK) EXIST AT THE SITE PER FOOTNOTE I, 1997 UBC TABLE 18-1-A. 2. ASSUMED ALLOWABLE VERTICAL DOWNLOAD ON SOIL BELOW SPREAD FOOTING IS 1,000 POUNDS PER SQUARE 0 FOOT AT A DEPTH OF 12 INCHES BELOW NATURAL _ _ ----'--------- ---------------------------7'-----r-_-------i--------------------- - GROUND SURFACE; PLUS A I/3RD INCREASE FOR WIND ' AND SEISMIC LOADS. 3. LATERAL AND OVERTURNING FORCES ARE RESISTED - - BY A FORCE COUPLE ACTING ON THE BUILDING 1 i STRUCTURE AND THE SUPPORTING FOUNDATIONS. \\ i 4, CONCRETE SHALL HAVE AN ULTIMATE COMPRESSIVE \ i 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 II, LOW ALKALI CEMENT. THE RATIO OF WATER TO CEMENT (W/C) SHALL NOT EXCEED 0.50 BY i r NO TIEDOWN CLAMPS 00 WEIGHT. CONCRETE AGGREGATES SHALL CONFORM TO 0% ASTM C33. i 5. REINFORCING BARS SHALL CONFORM TO ASTM ' A615 - GRADE 60 MINIMUM. PROVIDE 3" MINIMUM CLEARANCE AT ALL SIDES UNLESS NOTED OTHERWISE ("UNO") ON PLANS. 6. STRUCTURAL FOOTING EXCAVATIONS SHALL BE 4 CLEANED OF ALL LOOSE MATERIAL PRIOR TO PLACING rasa CONCRETE. A REPRESENTATIVE OF THE LOCAL BUILDING AUTHORITY AND THE OWNER SHALL OBSERVE ALL s FOUNDATION EXCAVATIONS BEFORE REBAR OR CONCRETE N` PLACEMENT. FOUNDATIONS SHALL BEAR AGAINST FIRM, DRY, UNDISTURBED NATURAL GROUND OR ROCK. _�---- --------------------------------t---------,_------_-_-_-_-__-_-------------q ' 7. WHERE WELDING OF REINFORCING STEEL IS REQUIRED, SUCH WELDING SHALL CONFORM WITH AWS DI.I USING PROPER LOW-HYDROGEN ELECTRODES. TACK OFtcG WELDING OF OR TO REBAR IS STRICTLY PROHIBITED. SIO TIEDOWN CLAMP (TYP 6 PLCS) 8. REINFORCING STEEL SHALL BE FABRICATED �DRF.J4� � ACCORDING TO THE "MANUAL OF STANDARD PRACTICE Q FOR REINFORCED CONCRETE CONSTRUCTION" OF THE O N CONCRETE REINFORCING STEEL INSTITUTE, LATEST G7 EDITION. 9. CONCRETE AND SOIL ARE CONSIDERED TO WEIGH 90 AND 150 POUNDS PER CUBIC FOOT FOR DESIGN PROJECT PIER PLAN FOR 100 PSF FLOOR LIVE LOAD W � PURPOSES, RESPECTIVELY. Z 20027 NewCom Wireless :.a 10. PRE-FABRICATED FOUNDATION ELEMENTS (CONCRETE FOOTINGS) SHALL BE BEDDED ON I" THICK LAYER OF TITLE DRAWN BY DATE SAND, MINIMUM, II. BACKFILL AND TAMP SOIL TIGHTLY AROUND Pier Plan 100 PS MHD &23/00 CONTINUOUS AND ISOLATED FOOTINGS. 64 CAD FILE NAME APPROVALS SIZE Cl-20027-1.mcd B 103 1/2• APPROX. 204 3/4• EXTERIOR LIGHT • CABLE ENTRY• •� ALTERNATE CABLE ENTRY PANEL LOCATION • I I l� �r HVAC BARD WA36 36K BTU COOL / IOCtt CONTROL MECHANISM iT 5 KW HEAT 82" 3.,NPTF CABLE ENTRY(TELCO) rn N � e :'•J M t EAST NORTH lk4j 2 ►'� ` s� r` (LEFT) FRONT G -Ccv REV DESCRIPTION DATE BY DWN MHD DATE 4/24/00 SHELTER TITLE: DATE: DWG NO: REV: APPROVED: CHKD DATE ONE EXTERIOR ELEVATIONS 4/24/00 CI-0001-20017 5687 MONUMENT DRIVE JOB: SCALE: SHEET: SIZE: B APVD DATE OR 97526 20027 NEWCOM WIRELESS 8 X 14 1:25 1 OF 2 GRANTS PASS, 2'GRC RISER&CAP wt ALTERNATE ' ALTERNATE CABLE ENTRY CABLE ENTRY wo ze• O N x 0 METER SOCKET METER SOCKET C— C Q 33' 200 AMP GENERATOR INLET tt m 200 AMP GENERATOR INLET 0 r) 'v C e SOUTH �� cm RIGHT (REAR) u 4 >r REV DESCRIPTION DATE BY DWN MHD DATE 4/24/00 SHELTER TITLE: DATE: DWG NO: REV: APPROVED: EXTERIOR ELEVATIONS 4/24/00 CI-0001-20017 CHKD DATE ONE SCALE: SHEET: SIZE: 307 MONUMENT DRIVE JOB. 20027 NEWCOM WIRELESS 8 X 14 B 588 APVD DATE GRANTS PASS.OR 97526 I:25 2 OF 2 169" POWER PLANT 3000# _ RF CE 1275# 590A C C� C©� C-a e� Q FLOOR PLAN & CUSTOMER POINT LOADS own REGO a REV DESCRIPTION DATE BY DWN MHD DATE 4/24100 SHELTER TITLE: DATE: DWG NO: REV: APPROVED: CHKD DATE ONE INTERIOR ELEVATIONS 4/24/00 CI-0015-20027 5887 MONUMENT DRIVE JOB: SCALE: SHEET: SIZE: B APVD DATE GRANTS PASS,OR97526 20027 NEWCOM WIRELESS 8 X 14 1:25 I OF 4 13/16 x 1-5/8 STRUT (TYP) CABLE TRAY SUPPORTS 4 X 4 SCREW COVER RACEWAY 2 X 40 IN FLUORESCENT (TYP) CABLE TRAY 4 u ALL) IL PWR FN SMOKE DETECTOR MOUNTED ON 1.SO.BOX SIG OUT 21 300 54 112" 54 1/2" Z,io PRO .&GINE CEILING PLAN 8, CABLE TRAY ""lessilp C= 6GON, LOR F. REV DESCRIPTION DATE BY DWN MHD DATE 4/24/00 SHELTER TITLE: INTERIOR ELEVATIONS DATE: 4/24/00 DWG NO: CI-0015-20027 REV: APPROVED: CHKD DATE ONE S JOB: SCALE: SHEET: — IZE: 5887 MONUMENT DRIVE 20027 NEWCOM WIRELESS 8 X 14 1:25 2 OF 4 t B APVD DATE I GRANTS PASS,OR 97526 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" UNO. 3. ALL WIRE TO BE TYPE THHN STRANDED, SIZED PER NEC. 112"EMT PENETRATION TO EXT.LIGHT ALTERNATE 1__I CABLE ENTRY CABLE TRAY (BOTTOM) r CABLE ENTRY 8 E ' w wuj � I S N �� Q F I C! { o Z SUPPLY HI/LO 0 30' TEnP I SENso Di J { f- T'STAT 48 0 O U 7r I o Go O � I ` 4%4' - B� TELCO { 0 J O BOARD DUPLEX 120 v RECEPT(TYP){ 24" u RETURN I a x 4811 LOCK CONTROL C:) I I MECHANISM 55" ~ • 'aau { a I { - - S"NPTE CABLE ENTRY S 169' 91 c 'c- �6, 8081PE NORTH EAST INTERIOR ELEVATIONS -- 0RE N r 5 F�0 F. 3 cc 0 REV DESCRIPTION DATE BY DWN MHD DATE 4/24/00 SHELTER TITLE: DATE: DWG NO: REV: APPROVED: INTERIOR ELEVATIONS 5/50/00 CI-0015-20027 CHKD DATE ONE 5887MONUMENTDRIVE JOB: SCALE: 1.25 SHEET: 3 OF 4 SIZE: B APVD DATE GRANTS PASS,OR97526 20027 NEWCOM WIRELESS 8 X 14 1 { l i j 1 { 42" 3811 2 EA.3/4•NON METALLIC CONDUIT, I - EACH N/(2)30 A 240 V.CIRCUITS (NOT CONNECTED-FOR CUSTOMER USE) y ALTERNATE ALTERNATE 64' CABL ENTRY CABLE ENTRY04 �:_:.-.. ------•----•-----.. -ate�- .---- •---- - - .��. W W W I z Z SURGE l � uj i a a 200 AMP SING E io PHA LOAD C TR. i I j o 34 1/2" MANUAL XFER SWITCH « 1 I $ For 188$irE SOUTH & WEST INTERIOR ELEVATIONS O EGOO OR F.3 REV DESCRIPTION DATE BY DWN MHD DATE 4/24/00 SHELTER TITLE: DATE: 5/30/00 DWG NO: CI-0015-20027 REV: APPROVED: INTERIOR ELEVATIONS CHKD DATE ONE SCALE: SHEET: SIZE: JOB: 1:25 4 OF 4 B 5887 MONUMENT DRIVE 20027 NEWCOM WIRELESS 8 X 14 APVD DATE GRANTS PASS,OR 97528 4 FINISHED ROOFING SYSTEM (ATACTIC POLYPROPYLENE "TORCH-DOWN") 2 PLY OVERALL THERMO-FUSED TO 3/4" STAINLESS STEEL TRUSS ENCAPSULATE FLASHING HEAD SHEET METAL SCREW 6"C-C #10 X 1-1/4"S/S TORX WAFER HEAD SCREW, TYP, 6"CC. BASE SHEET (NAILED ON 1 FOOT CENTERS) UPPER EDGE FLASHING0 ROOF SHEATHING,19/32' - C-C PLUGGED EXT. PLYWOOD #10 SS SELF DRILL SCREW _ W. NEOPRENE WASHER,, _ 6"CC. TUBULAR STEEL FRAME 0.040 GLOSS WHITE ALUMINUM SHEET CAULK #10 SCREW, 5"O.C. 11 1 ILLLLL RIGID FOAM INSULATION CONSTRUCTION ADHESIVE (THERMAX IN CEILING) ANGLE 1-1/4 X 1-114 X 1/8 MINIMUM SCREW 6" C-C I7/16 OSB #10 X 1-1/4"S/S TORX WAFER HEAD SCREW, TYP, 10"CC. RIGID FOAM INSULATION F� ...� EXTERIOR METALLIC SKIN 0.040 GLOSS WHITE ALUMINUM SHEET C3 DREG t q FULL COVERAGE ADHESIVE BOND, TYP ALL PANEL COMPONENTS F'1�,��� REV DESCRIPTION DATE BY DWN TES DATE 8/17/98 SHELTER TITLE: ROOF/WALL SECTION DATE: 10/21/99 DWG NO: SF-0308-20027 REV: APPROVED: CHKD MHD DATE 8/3/99 ONE 5687MONUMENTDRVE SOB' 20027/20028 NEWCOM WIRELESS SCALE: FULL SHEET: 1 OF 1 SIZE: B APVD DATE GRANTS PASS,OR 97526 .040 GLOSS WHITE ALUMINUM SHEET FULL COVERAGE ADHESIVE BOND, TYP ALL PANEL COMPONENTS 7/16" OSB RUBBER COVE BASE KIN EXTERIOR METALLIC S #10 TEK SCREW, 10' CC. FINISH FLOORING 1/8" SOLID VINYL CONSTRUCTION 3/16" STEEL DECK PLATE RIGID FOAM INSULATION = ADHESIVE - POLYURETHANE CAULK FILL FNGIA, ��,) PROFS. r S O F.Jp�F,Q �'��aG��v fiF9 J'�O� 8161 �S riA 18881 PE W oil. �cs BLIND SEALING RIVET, 4" CC. ., � � OP-G a , TUBULAR STEEL FRAME DataIA Q�,pf ES PERIMETER CHANNEL SKI FIBERGLASS INSULATION �,�0RF Ofy�'s`�r "' No.C055 00 m Exp. l2��Od q� CIVI\- �� �Ep PROFE.f' GIN 4 r 4658 E Of Ed C. DATE: DWG NO: REV: APPROVED: REV DESCRIPTION DATE BY DWN TES DATE 8/17/98 = SHELTER TITLE: FLOOR/WALL SECTION 4/19/00 CF-0309-20027 CHKD MHD DATE 8/3/99 ONE JOB: SCALE: SHEET: SIZE: B 5887 MONUMENT DRIVE NEWCOM WIRELESS FULL 1 OF 1 APVD DATE GRANTS PASS,OR 97526 #10 TORX SCREW 10" Co.TYP - 0.040"GLOSS WHITE ALUMINUM SHEET, BUTT SEAMS TIGHT (SEAMS MUST NOT FALL 7/16"OSB ON JOINT IN SUBSTRATE) CONSTRUCTION TUBULAR STEEL FRAME ADHESIVE RIGID FOAM INSULATION I I FULL COVERAGE ADHESIVE BOND, EXTERIOR SEAM SEALED TYP ALL PANEL COMPONENTS WITH POLYURETHANE #10 SS SELF DRILL SCREW, W. NEOPRENE WASHER,4"CC. a N METALLIC EXTERIOR SKIN OREGO. F.Sowow ��S BMW. w DATE: DWG NO: REV: APPROVED: REV DESCRIPTION DATE BY DWN TES DATE 8/2/99 SHELTER TITLE: WALL SECTION 4/19/00 CF-0310-20027 CHKD MHD DATE 8/3/99 ONE SCALE: SHEET: SIZE: MONUMENT DRIVE JOB: NEWCOM WIRELESS FULL 1 OF 1 B APVD DATE GRANTS PASS.OR 97526 FULL COVERAGE ADHESIVE BOND, TYP ALL PANEL COMPONENTS 7/16"OSB 0.040 GLOSS WHITE .040" GLOSS WHITE ALUMINUM SHEET ALUMINUM SHEET, TYP 1-1/4 X 1/8 . . . . . . . . . . . . . . . . . . ANGLE TYP 2" RIGID FOAM INSULATION,TYP 7/16"OSB CONSTRUCTION ADHESIVE #10 X 1-1/4" TORX WAFER HEAD SCREW, TYP, — 4"C-C ON LOWER END WALLS;6" C-C ALL REMAINING CONNECTIONS — #10 X 1-1/4" SCREW 6" C-C TUBULAR STEEL FRAME PRO GtN� 26 GA. G90 STEEL SKIN 188 z sum #10 SS SELF DRILL SCREW, ORE W. NEOPRENE WASHER, 4"CC. �'� ,� Gj REV DESCRIPTION DATE BY DWN TES DATE 8/2/99 SHELTER TITLE: DATE: DWG NO: REV: APPROVED: CORNER SECTION 8/2/99 CF-0311-20027 .-- CHKD MHD DATE 8/3/99 ONE 5887MONUMENT JOB: SCALE: SHEET: SIZE: —J APVD DATE NEWCOM WIRELESS NONE 1 OF 1 B GRANTS PASS,OR 97528 - NOTES: 174 3/Ib" I. ALL T.S. IS 3 X 2 X .180 A500 GRADE B. 2. ALL PERIMETER CHANNEL IS C8 X 11.5, A36. 26 1/4" 28 1/8" 3. ALL ANGLE IS 1-1/4 X I-1/4 X 1/8 A36. ANGLE SUPPORTS BOTTOM SKIN ONLY AND IS NOT A STRUCTURAL ELEMENT. 4. ALL WELDS ARE FULL LENGTH UNLESS B OTHERWISE NOTED. 231/4" 24" 24" 1513/16" 1513/16" 24" 24" 231/4" 6" �5 1/4 3/16 3/16 3/16 3/16 3/16 3/16 m A 3l16 TYP 3/16 3/16A 3/16 Z ;p 10 O � - U � W Ol Q (n cb 5/16 I!4 TYP TYP B 1-1/4 X 1/8 ANGLE (TYP) Q 1/4 1/8 1-8 8"X 11.5 (PERIMETER) T.S. 3 X 2 X .180 (JOISTS) TYP Lv 3/16 C�4 !"{c Y ell Q SEE DETAILS, SHT 3 . 174 3/16" i83, ' SECTION A-A t FLOOR/SKID FRAMING am ' Lim REV DESCRIPTION DATE BY DWN MHD DATE 4/24/00 SHELTER TITLE: DATE: DWG NO: REV: APPROVED: CHKD DATE ONE CUSTOM FRAME 4/24/00 CF-0012-20027 5887MONUMENTDRIVE JOB: SCALE: SHEET: SIZE: APVD DATE 20027 NEWCOM WIRELESS 8 X 14 1:25 1 OF 5 B GRANTS PASS,OR 97526 NOTES: 1. ALL FRAME MEMBERS T.S. 3 X 2 X .120 WALL, A500, GRADE B 2. ALL WELDS FULL LENGTH UNLESS OTHERWISE NOTED. 3. WELDS ARE EQUAL FOR ALL SIMILAR JOINTS. 4. GRIND FLUSH ALL EXTERIOR AND MATING SURFACES. 174" N Lo S/16 TYF N S/16 no 3n6 . ' 5/16 rn O 3/16 S/16 3/16 3/16 =x czy C-1 C\t 45" 42" 42" 45" �--{ lo a t 9' r`yy✓ ROOF FRAMING REV DESCRIPTION DATE BY DWN MHD DATE 4/24/00 SHELTER TITLE: DATE: DWG NO: REV: APPROVED: CHKD DATE ONE CUSTOM FRAME 4/24/00 CF-0012-20027 SOB: SCALE: SHEET: SIZE: B 5N7 MONUMENT DRIVE 20027 NEWCOM WIRELESS 8 X 14 1:25 2 of 5 APVD DATE GRANTS PASS,OR 97526 i i i i 96„ 174" s CF-0103 FLANGE FRAME (TYP) 1/s 1-3 TYP 3 SIDES M i T.S, 3X2X .120 _ II I II 3/16 TVP 3/16 TYP 3/16 TY I 1 I 3/16 TYP „ i I I 3n6 T.S. 2 X 2 X .120 I 24 I N 3/16 N i iI I I Al r. I sl 3/16 TYP m 3/16 3/16 3/16 CO TYP TYP 3/16 3/16 n- O s O I- 3/16 N 3/16 :p � TYP TYP = UJ 3/16 N 3/16 O N x ONO N co N x m N 5411 x co Lo N x y 36 5/8 OD 3 7" ~ TYP TYP TYP 3/16 V3/16 3/16 3/16 3/16 N 28 1/2" 28 1/2" 45" 42" 42" 45" PR p 1/8 1-3 Q n TYP 3 SIDES `ri q„Gih F S1 1/ EAST NORTH ���� LEFT FRONT /: > ORE ON �q F. J0 J REV DESCRIPTION DATE BY DWN MHD DATE 4/24/00 SHELTER TITLE: DATE: DWG NO: REV: APPROVED: CHKD DATE ONE CUSTOM FRAME SCALE: 6/4/00 SHEET: CF-0012-20027 5887 MONUMENT DRIVE SOB: B APVD DATE 20027 NEWCOM WIRELESS 8 X 14 1:25 3 OF 5 SIZE: GRANTS PASS,OR 975M NOTES: 1. SEE SHEET 2 OF 5 FOR WELD SYMBOL NOTATIONS. 9611 174" T.s. 3x2x .120 T.S. 3x2x .120 i I i I N TYP TYP 3/16 N3/16 24 3/16 TYN TY3/16 P 6 3/163/1 N — — X N 3/Ib f- 3/16 3/16 43/l6 3/16 TYP TYP TYP TYP 3/16 3/I 3/16 111" a N 3/16 TYP X N 3/16 0 2 X 4 FIR FLUSH EXT. X N (TVP 2 PLCS) X [NON-STRU N CTURAL EQUIPMENT MOUNTS] fA - N 541. X (V N � � N �� � TYP TYP 3/16 TYP ►n N 3/16 3/16 3/16 00 48" 10, 45" 4211 42" —45" cc ,,r.• WEST SOUTH �� RIGHT (REAR) REV DESCRIPTION DATE BY DWN MHD DATE 4/24/00 SHELTER TITLE: DATE: DWG NO: REV: APPROVED: CUSTOM FRAME 6/4/00 CF-0012-20027 CHKD DATE ONE 5887 MONUMENT DRIVE JOB. 20027 NEWCOM WIRELESS 8 X 14 SCALE: 1.25 SHEET: 4 OF 5 SIZE: B APVD DATE GRANTS PASS,OR 97526 ALL FRAME (TYP) I I I I 3/16 IIII IIII s/16 I1-_66 DK RATE To 3/16" STEEL PLATE FOOR JOIST 3/16 1-6 FLOOR DECK 3/16 I-6 3116 3/16 1/4" oECX PLATE TO 3 x 2 x .188 T. . 3/16 1-6 3/16 1-6 PERIMETER CHANNEL 1/4 I/B 1-6 I/8 I-6 \— AT CHANNEL ONLY 3/16 —\— 3x2x .188r.s. � I-I/4 x I-I/4 x 1/8 ANGLE � M 4 <,. pp®" MCl55 FLOOR/SKID FABRICATION DETAILSOREG w 2 F. D N DATE 4/24/00 SHELTER TITLE: FRAME DATE: 4/24/00 DWG NO: CF-0012-20027 REV: APPROVED: REV DESCRIPTION DATE BY W MHD CUSTOM CHKD DATE ONE JOB. SCALE: SHEET: SIZE: B 5887 MONUMENT DRNE 20027 NEWCOM WIRELESS 8 X 14 1:4 5 OF 5 APVD DATE GRANTS PASS,OR 97526 ISSUE# DATE DESCRIPTION APPD NOTES: 1. RECOMMENDED TIEDOWN USING SUPPLIED GALVANIZED STEEL CLAMPS. (QTY 4 PROVIDED) 2. SUITABLE FOR SITE INSTALLATION AFTER PLACEMENT OF SHELTER. 3. ANCHOR BOLTS NOT PROVIDED I 4. SEAL PERIMETER CHANNEL TO FOUNDATION PAD USING HEAVY BEAD POLYURETHANE SEALANT 4 I Zo 1 l 6 1 l 7/8 1/4 W CLAMP FABRICATION DETAIL 0 a_ p PR0F,,,, 7 C� o r� ` C�, IN� o�Z) z a r a (DR GO )- � .21 .,O��G? 6 PROJECT c 20027 NEWCOM WIRELESS TITLE DRAWN BY DATE WC� S 10 - Tiedown MHD 414100 i CAD FILE NAME APPROVALS SIZE 3g CI-0203-20027 B ISSUE# DATE DESCRIPTION APP'D NOTES: 1. FABRICATE LIFTING CHANNEL USING C4 X _ 5.4 FOR USE WITH MODEL 814. �- �Rr;F�s 2. FABRICATE LIFTING CHANNEL USING C4 X <,% . 7.25 FOR USE WITH MODEL 1216. � GIN 3. FINISH ALL WITH I COAT REDOX PRIME. 18 4. REMOVE UPON PLACEMENT ON SITE. Cc, OREGO 20 1). 21 °� G F. 3/4 UNC HEAVY NUT 13/16 TYP 4 PLCS, EACH END C8 x 11.5 A36 CHANNEL EACH SIDE (FLOOR FRAME WELDMENT) � I 5 jl SEE NOTES 2 1/ I #1 & #2. II 2 I I 11 II II II 4 I II I I P— A p, II 2 I 4 3 (TYP) TACK WELD 3 FACES SHEET Sil Lil N PROJECT PREPARATION OF FLOOR FRAME WELDMENT FOR ATTACHMENT OF LIFTING CHANNELS C o Newcom Wireless rTITLE DRAWN BY DATE Lift Channel MHD 4127100 CAD FILE NAME APPROVALS SIZE n Newcom lift 2.mcd B UTILITY POWER I I I � T'STAT 3/0 WHT #3/0 AWG RC;NO Y NR I I GENERATOR INLET I I I --MANUAL TRANSFER SWITCHFH —QED LK - -- - - i METER BASE WG 3/0 WHT— 4 GRN O no Li #3/0 TO L.C.NEUTRAL -- j HVAC #3/D AWG 1 LI L2 Q i o 0 BLK ED I I #10 GRN _TI YDD AMP MAIN BREAKER L.C. I I DRY CONTACTS I A B ( I 2 i SWITCH#1 DETECTOR �� � i 12 BLK—t-20 Aft-3 4-rl IS A -I ---#12� I a I L #8 RED 5 6 10"RED Y SSA 60 A _VC m i #8 BLK 7 8 10"BL LIGHTING SWITCH#2 i �L9 10 0 RED OVERHEAD I 12 BLK�IS A�1-11 2 SO A 10 BL SEE NOTE I $IG.T w 10 RED I 13 I4 10 RED w !_�,�,�s p Rl OF¢ #10 GRN TO GND BU RECTIFIER #I 30 A 1s 16 �3010 BLK ��.A N 10 BLKGlla #12 WHT SEE NOTE 3 10 RED 17 18� I SEE NOTE 2 j #ID GRN TO GNp BU RECTIFIER=#330A19 2D 0 BLK #12 WHT i �L21 2" i m m OR_r_ G -i #12 GRN m o i �L2s 24n I m m012 GRN �R.2 199 'co #12 WHT w F. i �v zBn i r ro I = 0 rL29 S0� y - m SURGE l ( ARRESTOR 34f I o o I— --- -I I n n Z I ft35 361 i o #10 GRN 11_37 3" NOTES: rt39 40 12 *lb WHT G �41 42n N PWR. FAIL I. PHOTOCELL TO BE PROVIDED ONLY IF REQUIRED I I SEE NOTE 3 �-_-� BY LOCAL CODES. DRY CONTACTS RELAY Ix 2. LAMP TO BE COMPACT FLUORESCENT IF I I I—_—I— —I Z REQUIRED BY LOCAL CODE. ~ #12 WHT 3. RECTIFIER CIRCUITS PROVIDED BUT NOT y TERMINATED BY MANUFACTURER. I I m #4 AWG GRN 1 —-—-— - - - - - -' w �t z "12 wHr r A ow "SIZE PER SURGE ARRESTER MANUFACTURER'S RECOMMENDATION c REV DESCRIPTION DATE BY DWN MHD DATE 4/27/00 SHELTER TITLE: POWER SYSTEM DIAGRAM DATE: 6110/00 DWG NO: CI-0031-20027 REV: APPROVED: CHKD DATE ONE 5887 MONUMENT DRIVE JOB. SCALE: NONE SHEET: I OF 2 SIZE: B APVD DATE GRANTS PASS,OR 97526 NEWCOM WIRELESS 814 Electrical Load Calculations p PRO�F��i Item_ Oty.._.. ;.:..... .. Watts Total Amps VA �� °�.F.�o�,,,� 'g>�- $161 : Lights 80 W 1 .25 3 300 2.50 000 ORrG'',.� Light, incandescent 1 _....... 100_...._. . _. ..... ._ 0.00 10 ```�" z�����Ga Receptacles. ._. r 4 720 6 z...... ..,. .. 20 onto a PRO I"VAC y~�� a1NE �000 20 $3 � .. .,�000 .., ����N� � Power fail rely} 1 ;... .... ... 0..... 0.00 ........ _.......__0 _ _ �a��Sst0��,� Surge arrester _._..... 20 0.08 .. ._. _ ._., w..... 10 �QQo�F• jOtiti .._._.. .._ _. 44/ �►,� �o C05570 Total VA p ��� 6130 'n NO. 2 Ex 'rf o C 1� Total load r 240 ! . C1\1 o , 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 I MHD DATE 4/27/00 SHELTER TITLE: POWER SYSTEM DIAGRAM DATE: 4/27/00 DWG NO: CI-0031-20027 REV: APPROVED: CHKD DATE ONE SCALE: SHEET: SIZE: 5887 MONUMENT DRIVE SOB' NONE 2 OF 2 B APVD DATE GRANTS PASS,OR 97526 NEWCOM WIRELESS 814