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9600 SW OAK STREET tN�_ Sxt�'.ts+. f i. 4 b •UT�� � f'1 � 1 tt ft y'. 4 NRiG E: y, to Sprint. PCS'" 4683 CHABOT DRIVE, SUITE 100 PLEASANTON, CA 94588 —PROJECT INFORMATION: NOW — GREENWAY CAS- 028E 9600 SW OAK ST. TIGARD, OR 97223 WASHINGTON COUNTY a �- f ). --CU��.:�ENT ISSUE DATE: - — — ------ SpriEnt PCSsm 1 /99 I —ISSUED FOR: ---'-- i 0 S F M A, i CC N _TRUCTION DRAW I ,--REV.:=DATE:—==DESCRIP T ION: BY: J 4 • ,rte " 2 7/1/99 CON RUCTION DWGS — z ��., . . NOS FMA 6/18/99 CONSTRUCTION DWGS � SMA OS 6/8/99 CONSTRUCTION DWGS PLANS PREPARED BY: = _— 7,HEETTDESCRIPTION REV. THE PROJECT CONSISTS OF THE INSTALLATION AND OPERATION "�"�"� TETRA TECH/ICM INC. OF A NEW ANTENNA ARRAY AND ASSOCIATED MOTOROLAr T EQUIPMENT. THE ANTENNA ARRAY WILL BF PLACED ONTO THE ALL WORK AND MATERIAL, SHALL BE PERFORMED AND INSTALLED IN 7080 )W FIR LOOP = EXISTING ANTENNA ARRAY AND THE EQUIPMENT WILL BE SET ACCORDANCE WITH THE CURRENT EDITIONS OF ?'HF FOLLOWING CODES •�• �""�" AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING IN 1 1 TITLE SHEET 2 PORTLAND, O R 97223 ON A NEW PLATFORM ADJACENT TO EXISTING LUCENT THESE PIANS S TO BE CONSTRUED TO PERMIT WORK NOT EQUIPMENT PLATFORM, THE ANTENNA ARRAY AND ASSOCIATED EQUIPMENT WILL SCRI/E SPRINT SPECTRUM'S PERSONAL CONFORMING TO THESE CODES. Al- SIFE & EQUIPMENT PLAN AND ELEVATION 2 I (503) 684—•9097 -" aee ,. COMMUNICATION SERVICES (PCS). A NEW ANTENNA ARRAY, / 1. UNIFORM BUILDING; CODE 5. NATIONAL ELECTRICAL CODE c FAX l 5 0 3) 598-0583 Hw, EQUIPMENT CABINETS AND PLATFORM ARE PROPOSED AT THIS 2. UNIFORM MECHAPIICA. CODE 5- ANSI/EM-2224 LIFE SAFETY CODE S1 SITE. STRUCTURAL DETAILS _- 2 3. UNIFORM PLUMBING CODE NEPA-101 #OAK&S 4. UNIFORM F1RF CODE OREGON ADMINtSTRATIVE CODE S2 STRUCTURAL QETAlI_S CONSULTANT. y 1111`7 8 WASHINGTON COUNTY CODES ` S3 STRUCTURAL DETAILS 2 C4 i Y r"`Approved "•^ •*+•h _ PROJECT DESCRIPTION CODE COMPLIANCE JM1 tiIOTOROLA STANDARD pETAIL., 2 ForSo lortahy SITE v the �' 2 MOTOROLA STANDARD DETAILS 2 BU,P 9 100 48 ►+� 1"f�F3Mt'1' Nth _ �.�. ._. .._ w Sf3H !- Iter b: frallc►w �,. SIV13 MOTr1RUi,A STANDARD DETAILS 2 .lob Addr4,,� Ai2F►+1to �'M1 APPLICANT/LESSEE SURVEYOR: SPRIN- PCS N/A 4683 CIJABOT ORNk, SUITE .100 DRAWN BY: CHK.: _- '__APV.:`-i�` PLEASANTON. CA 94588 IMPLEMENTATION ENGINEER: MARY JAEGFR ENGINEER: r PHONE: (625) 468-7884 CAD TETRA TFCH,/KCM, INC. RR 7080 SW FIR LOOP I =l..ICEP -- - --- - ----- PROPERTY INFORMATION PORTLAND, OR 97223 ISURE: _ CONTACT: 808 REITMAJE R OWNER- PERSIS CORPORATION PHONE: (503) 684-9097 FAX: (50.3) 598-•0583 1E ADDRESS P�NOLLO1LX.u�I.11G96802 � �• i `�,���,D ,PROj�'f __ SHEET INDEX .� �� CONTACT. ELECTRICAL ENGINEER: I � ,� t 3154 PHONE- _- - R&W ENGINEERING, INC._____.___-_ i k \\ 9400 SW BEAVERTON-HILLSD.ALE HWY, SUITE 250 REAVERTON, OR 97005-3302 Y AREA OF CONSTRUCTION- 10�. FT. + (6) ANTENNAS MIA CONTACT; GREG ROBERTSON VICINITY MAP � PHONE: (503) 21.42-6000 FAX: (503) 292-1422 RT sum OCCUPANCY TYPE: N/'A �`�1J.OR '. ......1... �...,.�wti.....ww._...«.�.....�_.. ♦ CONSTRUCTION TYKE: N/A STRUCTURAL, ENGINEER: DO NOE Y.PiRES � T SCALE DRAWINGS � _ CURRENT ZONING: 2012 COMMERCIAL IMPROVED N/A CONTRACTOR SHALL VERIFY ALL PIANS AND EXI` TING DIMENSIONS AND CONDITIONS ON THE. JOB SITE AND SHALL IMMEDIATELY NOTIFY THE ENGINEER -SHEET TITLE.-----_---- I"N TUAN_ATIN 'LAKE 1-5 NORTH TOH1,tY 217 WEST. EXIT IN WRITING OF ANY DISCREPANCIES 3EFORE PROCEEDING WITH THE WORK OR ENDURG RD t0 T.W. DOW STREET BUILDING IS ON TW:- EXISTING ZONING BUP 960436 (9x'3/'96) '± RIGHT SIDE. ADJACENT TO S.W, 95TH AVE TOWER ENGINEER: BE RESPONSIBLE ;:OR wa.ME. EXISTING ELEC. PERMIT ELC 960596 (10,/7/96) NSA I T(T I...E J H E E-1 ' HANDICAP REOUIRE:MENTS: FACILITY IS UNMANNED AND NOT FOR PUMAN HABITATION. HANDICAPPED cr ACCESS NOT REQUIRED. b THIS DMUMENT IS X 36' FULL SIZE. IF -SHEET NUMBER DRAWING IS LESS THAN 24' X 36' IT CANNOT BE: ACCURATELY SCALED. 1 "-:k�'`' e�t%ne1Mn�U' wn - .wwrr.ww.ar.r.wrs. .`. DRIVING DIRR"OTIONS PROJECT OJECT SUMMARY PROJECT TEAM GENERAL N CONTRACTORNOTES •'�^'^'^ .Ana +_sw.ww.w•_++_.�_.wr,.wu�wswsr xwwww..er.+r:,_�..+�wrnrw_o •..w.. , Mew n' WMtM,I� Yw-wrvY�e�+�wrnlrrrr�.wwrde�m..w.. l" ........wwwr�w.rl.r,r...w.y�w_n w.r..._.__� _—_ — rrr.r.r_.rr rurrwrwr,w,�r.w_w._��s w.r...+r�rw.�.+.+..+w,r.rM...:--.ww+r+—•—.__... r......._-....._ .�.-_..a.._......w..r_.,,.....—_......................«..,w...-„..........,....._.-..... w+w.w..r�rw..wrwr�. ,,�,p .,.. ^^":'i�S ��clA,:r?bt -.•V:p:it ,trp .,.:rvn .:.ems,..,....5 , ,.. H% n ,e. ..«. K”. .-.. ..,:... , ,.:. ,: {FM+GT"o' _-, `� Y: R 'kN'.'.nY.,!""•ROW 4!...1!sn>.. !.-rf.in'f. 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E037M' ��`T - -•. • ` TIGARD, 0R 97223 WASHINGTON COUNTY AC t AC f J i i • t._._.r._�_� L� ._ _ / __.._._.� ,�.— .__ ii ----- NEW ANTENNA --- ---- i a SKYLIGHT ---� ` M I1 I CONFIGURATION CURRENT ISSUE DATE:=---------- i A( AD ' EXISTINGr EL `TRICAL '. ; Ii I I i / 4 1 I I ! ISSUED FOR: I if IOS FMA I EXISTING CONDUIT CONSTRUCTION DRAWINGS i ! I 11 LRE`✓.: `)ATE: DESCRIPTION:=�=BY:==� a man I I ' A� t ROOF HOOD ENTRY I I COAX SHROUD INCREASE SIZE OF I I I ��♦ �( ! I i I I I EXIST. DOGHOUSE0 EXISTING WALK PADS RELOCATE AND ROTATE ( I) EXISTING UTILITY EQUIPMENT I i--EXISTING STEP •; { i{ ADD OPENING ` j __J AND GPs f IN DECK"NG Tf IOS FMA — xrf a. A!" pf -----�-y — Q --� 7/1/„9 �,ONSTRUCT10�� DWGS NEW DECKING (TYP) I IOS FMA ----- ADD BUS BARS 1 6/18/99 CONSTRUCTION DWGS As" I TOS FMA INCREASE SIZE 0—F— , • , . 6/ /99 CONSTRUCTION TI posm UN DWGS2EXIST. BUS BAR NEW WALK I �t` — ---- [ PLA�1S P �+ GADS t\SPARED BY: 04---.ADD OUS BARS - ' NEW ANTENNA UPGRADE ALL EXIST CABLE CONFIGURATION _.,___.. TRAYS TO LARGER SITE NEW s'EP —GPS ANTE�IIM,��_ — � NEW ANTENNA TETRA TECH INC. COAX SHROUD --- EDGE OF 1 r'�' \�` EXIST. EQUIPMENT PLATFORM CONFIGURATION —~ - r� 1 BUILDING SUPPORT FRAMING 7080SW FIR LOOP PORTLAND, OR 9722,) i � ) 68 -909 7 FAX (50 3) 598-0583 (503 UPGRAI! M_ I CONSULTANT:— ' PAINM BOOM TRUCK PLUG :r LIFT AREA SITE AND EQUIPMENT PLAN! SCALE. g„A UTILITY DEMARCATION ? ' BOARD. SEE (2) 5A-4- PANEL \ SKYLIGHT --, /� `.� (2) 5'-4- ;M, . 0 CC'S ANTENNA NEW MOTOPOLA 2 5•-4- PANEL DRAWN L,v: ---CHK.:==-=-AP`s' �1 ' ANTENNAS NJTO- O � � ANTENNAS MTD. O E "� SEE IOS EQUIPMENT ANTENNAS MTD. O -_. 5'--0 O.C. O 5'-0' O.C. —� � i \ RF CABINET (BEHIND) 5'-0” O C., TYP. --�.! BR I \ I LUCENT EUL IPMENT CAU CABINETS i --- STAIR CASE STAIR— __LI — •--------'---, A CSE k IPROPam FFf I. f �A 1 3 1 „ :a I rr Y � , H L LxPiRES 112/31/00] SHEET TITLE: SITE AND w . ECSU i ME T PLAN : -------------- - s S v —SHEET NUMBER: Ri7/I� Y �THIS l� r��� �,°,� i� I�(�'1f �,� ,......�......w.....:....,.�:::�....._,_...w_,........�........._.�..._., _._.._.. ..._,_ �.—.....�.�.. C fi� X SIZE. DRAWING 1S « HAJ ?40 Z6. IT CANNOT BE ACCURATEL. . ;rAL M' �a E fl. P ------- OU` HL EEVATION AND ANTENNA DETAILIT8 � _ 2 ...,.., a r... .. :. , ..,. , � _ .�. ..hrMIR�»r,W..�'h 'AtMT�, A•4 YMfMMY+t•�nw.n+»Y!.- ..A�.1}�.x,•wr....M +rwlnfxf"^'enMlR"�"p"'.M�: OMENS 'MiFlr a,Y.41�l�'"»LiM:1b'A'Si7F44,.. (ie +1��iZ:'.L IP,,II C � �.; , ��� peat em 2�tZL ✓ ��� .�Q I i 1 i��•A u } n 1, Yr i i , of , 11..cwm..a":0f�llli�4$,&,..�.�w.4."li.. 1 M w ,i"• V t' Sprint PCS ' + 0)65 CHABOF DRIVE, SUITE 100 PI_.EASANTON, CA 94588 C,. PROJECT INFORMATION:" 1 4'-6 3/8" r- �-! CREENWAY CAS- 028E r•-b :7 Sm ( I OUTLINE ( 9600 SW OAK ST. SP rin ( TIGARD OR 97223 .—._------ _ A �` 'd 4 -6' i 4'-8 3/16" I 4'-8 /2- IFIELD VERIFY WASHINGTON COUNTY j 6 —CURRENT ISS�UF. DATE:== —__—I io v _ 4 1 2 !: I -- -� ! '•_4• — EXIST wax 31 _ _. POWER CABINET _ , A EXIST - ..1 7 /1 /99 7 1,-0" (0 ) ., i WORkI IKE "R" ! I � /1 /9 9 WORKLINE "R" W4 X 1 +4 —ISSUED FOR: OUTLINE I \ OUTLINE I I i I1.. I OF EXIST _ i �i � 1 /�� OQUEFXIST { I RELOCATED 1 1/2 GRATE 10 S FMA A -H +4 � _--- PLATFORM ( ( EXIST I t % r ` ELEC ! "";ONSTRUCTION DRAWINGS r, Q ao r SUPPORT ---•.� i i +tT I 1 I - I :� xl� I ! ( I� i--REV.:—DATE: ---DESCRIPTIO►. BY: STAN x x *� I I �,'� wm 3 3 I 1 112- GRATE - I W4 X 13 (+4-*) 1 - -- _ WORKLINE "S" BRACE WORKLINE_''5..__- III L2 X. 2 X if4 __ ._-__ EXte-T W8 X 31 2 LOCATION (0-) RF CABINETzi -- i 1'-4" W4 X 13 ._. JCC: I 1 - • TOP OF STEEL NOTED J L THUS (0") 1 FRAMING PLAN SCALE: � EQUIPMENT & DECK PLAN SCALE: 2 � 7/1/99----_- 10S FMA -- _ ( CONSTRUCTION DWGS —PLANS PREPARED BY:=— --_-�___--- UTILITY DEMARCATION 1 BOARD TETRA TECH/Ml, INC . t 7080 SW FIR LOOP I PORTLAND, OR 97223 I I I I �—_--------- 12" OVERHANG (503) 684- yU� ! r USING 1/4 FAX (503) . 98-0583 z ALUMINUM PLATE I o ----- 30# BUILDING PAPER STRUCTURAL. NOTES CONSULTANT. --- i /� GALVANIC ISOLATOR 1. ALL CONSTRUCTION SHALL CONFORM TO THE UNIFORM BUILDING 4'-6 3/8" 3 BETWEEN STEEL AND CODE., LATEST EDITION. ALUMINUM (TYP.) 1/2-0 STAINLESS 2. DESIGN LOADS: 25 PSF SF 1 15/16". IBOLT (TV.) SEISMIC.WLOAD UBC. ZONE 3 1 WIND: UBC 80 MPH, EXP B 4-- 1 15/16- _- ------. � _. �__�•______.-.�� 3. DIMENSIONS RELATING TO OR CONTROLLED BY EXISTING ~ I STRUCTURES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ii ;,•� \ FABRICATION AND/OR CONSTRUCTION, G POWER CABINET t 8 11/16- - \ I \ 5' X 4' X 1/4- 4. ALL STRUCTURAL CARBON STEFL SHAPES AND PLATES SHALL BE 1 • - v ASTM A36, UNLESS OTHERWISE NOTED, STRUCTURAL STEEL PIPE SHALL 4 13/16" a 10' \� ALUMINUM BE ASTM A53, GRADE B, STRUCTURAL TUBING SHALL BE ASTM A500, ;�-DRAWN BY: — CHK.:— A{-'V.:= A WORKI INE "R" \ BA.CKPLATES. GRADE B. AND BOLTS FOR METAL TO METAL CONNECTIONS SHALL I FACE OF CABINET F \ CONFORM TO ASTM A325. CAD ' FSR 101 ____-__ _� .-_� \ __�___�_______.____-_._..._.__. ALL WELDING SHALL CONFORM TO THE 01 1 CODE FOR ARC AND ( 9 -_ - "' GAS wLLDING IN BUILDING CONSTRUCTION. ELECTRODES SHALL BE LICENSURE-.-- u- ICENSURE ===_-----=-�-_-- - u- E60 OR E70- ALL WELDING SHALL BE PERFORMED BY AWS CERTIFIED _------ __ WELDERS QUALIFIED TO MAKE THE REQUIRED WELDS. WELDS SHALL �\ BE 3/16- MIN FILLET UNLESS OTHERWISE N(!TFO, INDICATED WELDS � �.-n 10'-0" LONG L 2 X 2 X 1/4" MAY BE FIELD OR SHOP WELDED AT THE CONTRACTOR OPTION. AS - ��✓ -f — STEEL. BRACE, FIELD VL:RIFY MANY WELDS AS POSSIBLE SHALL BE SHOP WELDEL, BEFORE \ FOR FINAL DIMENSION GALVANIZING- ANY FIELD WELDS SHALL BE FOLLOWED BY FIELD �� �IQ-G:fV(��� •��- APPLICATION OF' A COLD GALVANIZING COMPOUND. \ 5. ALL ASSEMBLIES AND APPURTENANCES SHALL BE HOT DIP GALVANIZED AFTER FABRICATIgr� PER ASTM A123, A153, AND A525 ' �- - - \ WITH A MINIMUM PLATING OF 2 OUNCES PER SQUARE FOOT. ALL ♦ 3" X 3" ALL1MINl;"!' �• Z_._St CONNECTORS AND OTHER MINOR REQUIRED PARTS "HALL ALSO BE � 1 WORKLINE "S" POSTS. (TYP. OF 2) -- I 8" X 4" X 1/4" \ GALVANIZED. FIELD REPAIRS SHALL BE WITH A HIGH ZINC SPRAY-ON, • _...��___._ ___.__._ r • 4 13/160 t0" FACE Of CA81NEr BENT STEEL PLATE - -------� \ SUCH AS "'3!�V-A-CON 7 g RF CABINET ` Lir. I \ 6. GRATING SHALL BE ALUMINUM CONFORMING TO NAAMM MARK W-19-4 1+7 11/16" T 1/4" CHAP ---- --- � WITH SERRATED BEAP.'NG BARS SPACED AT 1-3/16* AND CROSS BARS SPACED AT 4" O.C. SIZE OF BEARING BARS .SHALL BE AS NOTED ON THE SHEET TITLE_:__— ---- 1/2"� BOLTS -- - - - DRAWINGS (UNLESS OTHERWISE SHOWN. GRATING SHALL BE 2- DEET' BY - g 1/2"M ;TAINLESS -- 1/8- THICK BEARING BARS) BAND ALL EDGES OF GRATING. UNLESS 1 15/10 VERIFY ALL DIMENSIONS rZ BOLI (TYP.) ---/ ^- -� a NOTED OTHERWISE, ANCHOR ALL GRATING SECTIONS T'O SUPPOF�t'S WITH f r WITH EQUIPMENT SUPPLIER - W 8 X 31 ------ A MINIMUM OF FOUR STAINLESS CUPS. - I STRUCTURAL DETAILS 30 BUILDING FELT L 2 X 2 X 1/4" X 0'--8 a l i GALVANIC ISOLATOR WELON TO STEEL BEAM -' BANO LIUMINUM��TYP.) w y .1 ,' f,----- - ROOF' SURFACE I -SHEET NUME3ER: "�,`�� 3 UAP.P. C®N�EC'1"r��w �1�C�'A�L '►�: 4 GENERAL STRUCTURAL NOTE" "CA": � - R. I UN`ING HOLE LOCATION! PLAN !Ir"e1� a ^tet' , NONE .. w. i 5 DRAWING 1� 14'r':ih' '; �f JG :, LL. u �_i. 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TIGARD, OR 97223 i WASHINGTON COUNTY I 1 t/2 GRATE- 1 1 1/2- GRATE 1 1/2- GRATE W9 ; �- .- - -� �. _ _- _ I T - -CURRENT ISSUE DATE: !� L�T_I-_S=L -- t 4" I -r— - 1 — — IW4 W6 L 1; 7A Aw VT vv EXIST W8 WA W6 7 /1 /9 ( . . j W4 v 4-3/4'6 - _ l-- r, •._ f •�t....smZz." .rKz':s 'asc-. rc•--.:. .-.ae-'rx:.�.s�.�as7m'lfiz..-- -r.:ssr^rea 25 t F Y - � _ I -ISaUEf_) FOR: 1 s4�'GAGEI E�pST PIP£ COLUMN I ow we ` , 1 I '• ,..A:, .a.. - �•'�"." X?!�'�EfL'�'�.:.:'3_wsis� -:W>a'++ -_.__S"M�4:m3w`:'Ji:»Ttu'Y:i,:.Tii-IZ..Ln.FdR'S.i�E�:+.��.i�.4tiw.+.=:..:.-. 10S FMA .c .. 4Tx '.� y,. , ,,, _ _. �.:':4.���1.1G. S/01a. :lfiTT:.y'!.'�'Ci- .. ^SL^wl::!!.AV1R3..T_m'7i'•f.t3:2' 34i41� •' 'ii^�4iFw'Ca'iRyt iFawYi^S.' i�iT v ,- ._ .�� � ry ...,�-,_ CONSTRUCTION DRAWINGS _..__ ._ _.... REV.:--DATE: --DESCRIPTiON �I l W24 _-- , r rc r rr_rs ur. .tx r� :SECTION A �""�: 1 SECTION B ��`�: 2 SECTION C SCALE: � - 1/4":+J'-0" 3/4"■1'-0" 314":1'-0" IOS FMA �� X99 CONSTRUCTION DWGS -PLANS PREPARED gY: — — —�� _--'— �- 2-3/4"0 A32580I.T i 2" 3' 1 GRATE TETRA TECH/KCM INC. 7080 SW FIR LOOP i 3" � PORTLAND, OR 97223 (503) 684-9097 W4- RY4 W4 FAX 503 598-0583 �/4 3 t6 CO�JSU!TANT: 1/4 J16 6N_ - CABINET ws - CONTL5X3X3/8 I R1/4 CENTER ON � R 1/4 (:ENTER JN CONT L 5 X 3 X 3/8 —\ / — W8 BELOW GRATE r. WEA TELOW IF� __._._ I SCE i ' ------� � R 1/4 X o X 8 '3 1/2"_ i DETAIL AL . 4 "i4 3/4' o A325 -�4- 4"o RAWN Y: =CHK..-----APV.: ------, r` CONTE ♦ - I BOt_Tr !A 4" BABE CONT}---- - ��-� 3 A 42S D B / 1 1 1/2" 1 1/2" i/4 SU O : i CAD 8R IC RF_ r4 I V CUNT L 5 X 3 X 3/8 CANT, J �� -�---� CONT GRATE SHEET TITLE: : `�TPUC.TURAL CJETAIL.:�) W8 ..:. XX4 BEYOND i w NOTE SEE Q FOR W4 CONNECTION SIMALAR REVISION-1---i F. 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P int, Sprint PCS'" 4683 CNABiT DRIVE, SUITE 100 F'LEASANTON, CA 94688 —PROJECT INFORMATION: I GREENWAY �s� CHS -- 028E 1 9601) SW OAK ST. TIG ARD, OR 97223 WASHINGTON COUNTY CURRENT ISSUE DATE:-- — --, 7 /1 / 9I ISSUED FOR: Fi 10> FIVIA CONSTRUCTION DRAWINGS�=REV.:=DATE: =DESCRIPTfON:� - BY. I UTILITY DEMARCATION ' BOARD ,h t~ : N - --- 12" OVP;HANG USING it/4- ALUMINUM PIATE - ---- - -- -- �, 2 7/1 /99 iC- MA 30 BUILDING PAPER L__.-: CONSTRUCTION DWGS --! GALVANIC ISOLATOR BETWEEN STEEL_ AND PLANS PREPARED BY:� ALUMINUM (TYP.) 1/2"0 STAINLESS BOLT (TYP.) TETRA TECH/ KCM INC. 1 I 7080 SW FIR LOOP PORTLAND, OR 97223 (503) 684--9097 j I ALUMINUM UM FAX 503) 598-0583 ' - BAC K PLATES. 0 —CONSULTANT. --- -------I ---- 10'-0" LONG L 2 X 2 X 1/4- STEEL /4"STEEL BRA:,E. FIELD VERIFY FOR FINAL DIMENSION ^� X� 1.21 3" X 3' ALUMINUM POST'S. (TTP. OF 2) 8" X 4" X 1/4" �� \ DRAWN BY: —"—CNK.:---APv' BENT STEEL PIATE ------ �� CAD BR a 1/4" 'ks LICENSURE: I 1,12-0 BOLTS --- 9 --9 1/2-0 STAINLESS i w HOLT (TYP.) _.._._I �- -- - w8X31 -- -- �j 30/ Bl11MING FELT L 2 X 2 X 1/4" X 0°-8' a r,AL ANIC t50lATOR ---- WELD TO STEEL_ BEAM w BETWEEN STEE4 AND ALUMINUM (TYP.) - -- ROOF SURFACE (__SNEE T TITLE:.—— _— `>TRH(�.THRAI._ DETAILS f � 1 -SHEET REVIS!UN:_- � �..N , I » , SCALk I « �R'..v* "TUA NOTES'"s 1 .. THIS DRAWING 'S <4",, jf" SIZE I i)NAY 3 f1+d1iV24"),.ih, II C-'ANNOT FSE ACCUWgTP - wwiMq��p:,�'".,p!Ar�� ,- -, .,^-++MwAtiM�lArRa�,rrrhfrrrT,,.�.•<M ��_ ..a,e� u.,�.... ,,p. _ .. _ — ,. '`.. ,,, � :..: �. ., r ,� w, Nwh»Jaz'w►4-.�..:,n..;^�s..�>zafb!�iriFerb..,:::-: 'N�ik �," M i , I 1: I. I1i11{II i•: II 11,111 11.1 11 t!i� ! 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