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Plans _ Since 1956 StarliteSign.LP — 11,..i www.starlitesign.com i V L) 7923 E.McKinney St.,Denton,TX 76208 (940)382-8850 Fax: (940)387-0429 JUL 2 2015 iFLY CUSTOMER LOCATION CITY OF TIGARD 10655 SW GREENBURG RD BUILDING DIVISION TIGARD,OR97223 CITY ST DAVID SCOTT r�►� AST ISHANDAJONES PRJ Mc' • CITY OF 11 Gri[W Bids ore good if accepted within 30 days of proposal. this drawing is the pmperry of ABdite Sign,I which reserves all rights to is reproduction and display. REVIEWED:OR CODE COMPLIANCE DE9GHER rep TJV 39481 5 12'15 150439 01 of 08 Approved: i` "— LnrE Br REVISIONS DESCRIPTION OTC: ( 1 I I I /WM Permit#• jl zG71' -.2_ ,tl I I I Address: I SKYDIVING , Suite#f: I I 1 ____ INDDDR By: Dates 7(1TI- I I I i 1 II OFFICE COPY I I 1 I Il 1 I I II ' '''�„ 1 I I E.. f II ny f I I I rt II ] I 1 II 1 i I Ob SS Sw Gr..nb,a4'Id -.0 57,; -. 0l hired.Tier Lr.nnccn . srnt Dewy a • ,- . . , 1.1•M • IrS'M1�lIq."M1LI L.Drat tRur Cif Ft►xlrNI p f LOCATION MAP • NOTE TO FABRICATORS:ANY CHANGES MADE TO CUSTOMER SPECS MUST BE PRE APPROVED BY PROJECT MANAGER PRIOR TO MANUFACTURING. SCALE CHECK WHITE BAR SHOULD MEASURE r LONG _ Since 1956 VStarIiteSign,, se•-•>.' — 4...i www.starlitesign.com 'CMP IE OUr�SI=163.25 '2'TALL KEYSTONE RETAINING WALL MECHANICAL YARD ENCLOSURE 1�' \ 7923 E.McKinney St.,Denton,TX 76208 � REF MEP MECH EQUIP,7VP REF DETAILS <PAN (940)382-8850 Fax:(940)387-0429 s ry of 1 I \ \ / IF�If:tOMER - JJ F t 6'CYCLONE FENCE _ . . G• �`°'• , :;:.r�0oo • ®' (5) c 10655 SW GREENBURG RD LOCATION IL. . 0000 DUMPSTER ENCLOSURE .� • tib MY,ST ' • _ "9], �0 TIGARD,OR 97223 ' I r 1 i . \ /�\`P // Accr.LXEC. •R 1 MGR REF DETAILS 1l • l/ �! DAVID SCOTT �SHANDA JONES el■ °1 A.x' y/n Bids are good if accepted within 30 days of proposal. This drawing is the FIRE © MCP V` ,' property of Stadtle Sign,,F which reserves all rights to its reproduction and display. Indoor DEPARTMENT p� 'y AIR BC • GE Skydiving CONNECTION — gym• wBr Y g D �,Sj TJV 39481 5 12 15 1505-039 08 of 08 +^ REVISIONS ,6'-9' � '♦'`� �� O DATE ':E;cRIPIF GRAVEL ------ - - - , - _1 �I�, IIII\� \1•♦ �0��^ I '. �_' �� C--= i _ B 7:..* 1 ..--. ate--- e. ♦ I 1I - lo \ 1 nENTRANCE CANOPY N ,l\♦♦ \♦,, 1 /�- �A T I �� — ' Vj��',o. \�♦ ♦ I ll 0 l? SO a .!` CSPFNLT ;r -- I \ SOLID WHITE , ,STRIPE ( I ♦♦,I♦♦ I I I ____ a a ♦♦I♦ I I I 1 ♦♦♦♦� I I SOLID 111.1RE STRIPE // /ATI/////////// III 49. 4,01, //J/%mar//1///.4s. A/.'///// -//Y.//lei±//A.,Ilr_,I/� `0 ��1♦♦ I I I RM=,6 ��ItABN axes CQCN BASH III IE Ill OVERHANG Illar1311.M4P ! -__, ♦♦i ♦ I W • 7a.70.0. '� BUILDING FLOOR-165.40' ,.♦♦ 1 I IASPHALT "'',I� I I I ei 1 BUILDING .1STALL SIGN �•C 90B IIVPFERS SERVICE CENTER' `\ f j �UpED CURB / WATER VAULT / NCH Ic CATC • N �_— \ / M=r63.7'I / 8'CYCLONE FENCE /■ _ r. / I. N O Site Plan ■ F L y t•=2a-0r NOTE TO FABRICATORS:ANY CHANGES MADE TO CUSTOMER SPECS MUST BE PRE APPROVED BY PROJECT MANAGER PRIOR TO MANUFACTURING. SCALE CHECK WHITE BAR SHOULD MEASURE 1"LONG CHANNEL LETTERS WITH LED LIGHTING Since 1956 • ITEM DESCRIPTION StarliteSi r),, BASIC STRUCTURE �i www.starlitesign.com Al RETURN 5" .040 ALUM. PREFINISHED WHITE ALUMINUM 7923 E.McKinney St.,Denton,TX 76208 O Q2 RETURN 5" .040 ALUM. PREFINISHED RED (940)382-8850 Fax:(940)387-0429 B BACK .063 ALUM. PREFINISHED WHITE INTERIORS 0 • ------- C WEEP HOLES YES iFLY CUSTOMER it[ FACE/DECORATION 10655 SW GREENBURG RD L. A 1.1y 1.1y u rs1 ' D1 RETAINER 1" JEWELITE w/CLIPS WHITE TIGARD,OR 97223 Ifs I: D2 RETAINER 1"WIDE x.090 ALUMINUM[ PTD.TO MATCH PREFINISHED RED DAVID SCOTT SHANDA JONES "RJ © •11 E FACES 1 st SURFACE WHITE ACRYLIC Bids are good if accepted within 30 days of proposal. This drawing is the F VINYL 1st SURFACE #253 CARDINAL RED ON LOGO BKGD. property of Starlite Sign,iewhidi reserres all rights to its reproduction ond display. G TRADEMARK NONE REQUIRED DESK - Sl /JOR ORIG.DATE GE I LIGHTING/ASSEMBLY TJY 39481 5 2 5 1505 039 06 of 08 H L.E.D.LIGHTING WHITE SLOAN VL2 PLUS LONG s+ DATE BY PC�'ISIG Y�CRIPTION illI O I POWER SUPPLY LOCATED INSIDE SIGN U U II� SECONDARY SUPPLY CABLE w/GROUND I I LI' K W IRE FEED PRIMARY IN RIGID CONDUIT OUT FILLER&THROUGH WALL(P.TM.WALL) L CONTROL WATER-TIGHT CUT-OFF SWITCH TIMER ON/OFF BY OTHERS M RACEWAY NONE REQUIRED EMI III l SUPPORT O I N BACKGROUND NONE REQUIRED I I O MOUNTING NON CORROSIVE MOUNTING SCREW IN ANCHORS !III ADDITIONAL ELEMENTS ice. C MPS RIGID CONDUIT PRIMARY JUMPS BETWEEN CHANNELS(PT.M.WALL) I I 'i II 4 II SECTION I I I �. N.T.S. I II I ( I I II 24'-8" I I I 5'-8" 75/e" 18'-33/4" I I A2 D2 --Q PRIMARY JUMPS BETWEEN CHANNELS I I 1 _ L.E.D.POWER SUPPLY gran eotl611llUcmrdoOn l w/Antinte F2 / PRIMARY WIRING CONNECTORS of the N.E.C.8 any Applioahle Local Code I I CONNECTED TO LINE VOLTAGE U/L LABELS REQUIRED 1 IN ACCORDANCE WITH (1) 200 m p 4 • J NEC ARTICLE 600. 120V DEDICATED CIRCUIT(S)REDO J 0 PRIMARY LED TO POWER SOURCE LETTERLOK CHANNEL LETTER SIGN(1 REQUIRED) SCALE:''/A"= 1'-0" 123.3 SQ.FT. NOTE TO FABRICATORS:ANY CHANGES MADE TO CUSTOMER SPECS MUST BE PRE APPROVED BY PROJECT MANAGER PRIOR TO MANUFACTURING. SCALE CHECK WHITE BAR SHOULD MEASURE 1'LONG CHANNEL LETTERS LOGO Since 1956 0 ITEM DESCRIPTION ITEM DESCRIPTION ;00,BASIC STRUCTURE BASIC STRUCTURE StarliteSign., Fin—----- .1- 4—-7; 1 RETURN 5" .040 ALUM. PREFINISHED WRISCO CHEVRON BLUE A2 RFTURN as.080 ALUM. PTM.#253 CARDINAL RED —L..- www.storlitesign.com 2 BACK .063 ALUM.'PREFINISHED WHITE INTERIORS B BACK .040 ALUM. PREFINISHED WHITE INTERIORS 7923 E.McKinney St.,Denton,TX 76208 3 ;VEEP HOLES YES C WEEP HOLES YES (940)382-8850 Fax: (940)387-0429 FACE/DECORATION FACE/DECORATION 6 © D2 RETAINER BLEED XFACE ME iFLY 4 RETAINER r JEWELITE w/CLIPS DARK BLUE / 5 FACES Vla' #7328 WHITE ACRYLIC E2 Acs FLEX FACE 10655 SW GREENBURG RD / 6 VINYL 1st SURFACE #2114 BLUE ON LTRS WITH EXPOSED WHITE F2 VINYL 1st SURFACE #253 CARDINAL RED ON LOGO BKGD. / H L.E.D.LIGHTING WHITE SLOAN VL2 PLUS LONG ® 9 1 :/ LIGHTING/ASSEMBLY I POWER SUPPLY LOCATED INSIDE SIGN DAVID SCOTT SHANDAJONES 8 LED.LIGHTING WHITE SLOAN VL2 PLUS LONG J SECONDARY SUPPLY CABLE w/GROUND Bids are good if oc epted within 30 days of proposal. This drawing is the 'r _ 9 POWER SUPPLY LOCATED INSIDE SIGN K WIRE FEED PRIMARY IN RIGID CONDUIT OUT FILLER&THROUGH WALL(P.T.M.WALL) property of Stodge Sign,IPwhich reserves all rights to as reproduction and display. 9___ 10 SECONDARY SUPPLY CABLE w/GROUND L Li-!' EOi_ WATER.T1GHT CUT-OFF SWITCH TIMER ON/OFF BY OTHERS nrsi''n--- 11 WIRE FEED PRIMARY IN RIGID CONDUIT OUT FILLER&OVER WALL P.T.M.WALL SUPPORT T1V 39481 5 12 15 1505 039 07 of 08 REVISIONS 12 CONTROL WATER-TIGHT CUT-OFF SWITCH TIMER ON/OFF BY OTHERS 0 MOUNTING 5'EXPANSION ANCHORS INTO CONCRETE STRUCTURE - DATE 13 RACEWAY NONE REQUIRED ADDITIONAL ELEMENTS •—• 10 I SUPPORT P MP RIGID CONDUIT PRIMARYJUMPS BETWEEN CHANNELS(P.T.M.WALL), I I I 14 BACKGROUND (NONE REQUIRED 5 MOUNTING NON-CORROSIVE MOUNTING SCREW IN ANCHORS I I I ADDITIONAL ELEMENTS ® a MP RIGID CONDUIT PRIMARY JUMPS BETWEEN CHANNELS(P..T.M.WALL) I I I ■ l Il © I II 11 14 ;ip1t POWER OUT AT TOP OF CABINET I I I 18'-4" _ SECTION F _ 1 �. N.T.S. I' e'er 0 .080 ALUMINUM P.T.M.253 CARDINAL RED II SIGNCOMP#2121 BLEED RETRO COVER; I I l ■a(ir 0 MITERED AT CORNERS 11;14 2"X 4"RECTANGULAR ALUM.TUBE FRAME I 1 I ce I I I Ili STRUCTURAL GUSSET FOR ADDED SUPPORT W J LED SUPPLY WIRE I I I SECTION 1 o ' LJ J 0 .063 ALUMINUM BACK [ I I ZZ SECTION 2 0 �I�� 2"X 4"RECTANGULAR I I I z-4 VI w J A :zasirotl 8lnstall Usinq prly U.L Lined ALUM.TUBE FRAME.BOLTED TOGETHER N = I— LED.POWER SUPPLY ;m,o a„:a in a«o do »an eoo �, © WHITE LED MODULE PRIMARY WIRING CONNECTORS of,he N E C U.,y appI,ame Local Lodes m o ? \ POWER SUPPLY CONNECTED TO LINE VOLTAGE U/L LABELS REQUIRED \II II - 0 WHITE FLEXIBLE FACE MATERIAL IN ACCORDANCE WITH (1) 20amp NEC ARTICLE 600. 120V DEDICATED CIRCUITLST REQ'D - 0 JUNCTION BOX&UL APPROVED EXTERNAL DISCONNECT SWITCH(WESTRIM TOGGLE OR APPROVED EQUAL) --e 4”or 5"EXPANSION ANCHORS INTO ■.®M� CONCRETE STRUCTURE l°‘ 0. PRIMARY JUMPS BETWEEN CHANNELS INTERNAL 2"MOUNTING CLIPS WELDED IN %4"WHITE BORDER AROUND LETTERS CORNERS FOR SUPPORT OF PASS THRU BOLT 1_ J _ INTERIOR WALL SIGN WITH FLEXIBLE FACES _ �. N.T.S. Is� SCALE: FACE SIGN CABINET (1 REQUIRED) O iFLY �� 409.8 SQ. NOTE TO FABRICATORS:ANY CHANGES MADE TO CUSTOMER SPECS MUST BE PRE APPROVED BY PROJECT MANAGER PRIOR TO MANUFACTURING. SCALE CHECK WHITE BAR SHOULD MEASURE r LONG REINFORCEMENT OF BUILDING, PHYSICAL CONDITIONS: If installation is a part of this Agreement, Buyer shall be responsible Since 1956 and pay for all necessary reinforcements to the building or any other structures on which Display is installed,for relocating power lines or .. n otho;^bstacles.and for any additional installation costs incurred by Seller due to adverse soil conditions,underground or other obstructions _ SIGN A=332.9 SO FT St o rl i to SigI (,(P including but not limited to drilling for excavation or removal of any rock.Unless notified of sprinkler lines or private utility lines prior to drilling TOTAL BUILDING SO FT=68083- _ = 7o/D OF WALL AREA Seller is not responsible for damage caused and shall be indemnified against claims.losses or proceeding arising by replacement,repair or SIGN C=123.3 SO FT diversion of such services.When pier drilling is necessary,Seller will contact Dig Tess or other agents for location of all public utilities. ---L...r- www.starliteslgn.com Location of private utilities is the sole responsibility of the Buyer.In the event rock or adverse soil conditions are encountered in the drilling process,additional monies will be requested by the Seller. 7923 E.McKinney St.,Denton,TX 76208 Customer Signature: (940)382-8850 Fax: (940)387-0429 iFLY CUSTOMER 10655 SW GREENBURG RD LOCATION 100'-0" ST TIGARD,OR 97223 ACCT.EXEC.I PRl MGR. EQ 73'113/," EQ DAVID SCOTT SHANDA JONES . - Bids are good if accepted within 30 days of proposal. This drawing is the property of Starlite Sign,uwhich reserves III rights to its reproduction and display. ..a.• toe• ORIG.DATE DWG:: TJV 39481 5 215 1505-039 02 of 08 T.O.Roof Steel # DATE 9r REVISIONS '� r . : .-.0 sr mo II Qr _ I To Parapet a e L 158'-0 1/2,r I Ea I !1 — _ _ _ Penthouse Level I I I154O1I2" I II I II al.. II II II ��_ I I 1 ,o - M: — _Level 3 132'-91/ 1 I I I II I — _ 12,j 41.8' _ I I 1• 1111 _ — I sr% \ ��T ■ — — — L ev 116'-4 1/2�2 7 I I I w s TV • 1 : All I 1 I p , IF I I I I r l I I I i i . e1 / , � 100r 0 e•- SOUTH ELEVATION --t.. SCALE:3/32"= 1'-0" 456.2 TOTAL SO.FT. IFLY NOTE TO FABRICATORS:ANY CHANGES MADE TO CUSTOMER SPECS MUST BE PRE APPROVED BY PROJECT MANAGER PRIOR TO MANUFACTURING. E7 MTl1r7.7T:crnmm`ILCm:aYU1:1� CHANNEL LETTERS WITH LED LIGHTING _ Since 1956 ITEM DESCRIPTION -► p Is StarliteSign,,, BASIC STRUCTURE — www.'- !'•', :r.com 1 1 RETURN 5" .040 ALUM. PREFINISHED RED 7923 E.McKinney St.,Denton,TX 76208 i BACK .040 ALUM.' PREFINISHED WHITE INTERIORS (940)382-8850 Fax:(940)387-0429 WEEP HOLES YES iFLY CUSTOMER FACE/DECORATION LOCATION 6 �---{' 10655 SW GREENBURG RD 4 RETAINER 1" JEWELITE w/CLIPS RED TIGARD,OR 97223 I..sl 5 FACE 1/9"ACRYLICI#2793 RED MGR. DAVID SCOTT SHANDA JONES In 6 VINYL 1st SURFACE 1(NONE) Bids are good if accepted within 30 days of proposal.This drawing is the 7 TRADEMARK (NONE REQUIRED) property of Starke Sip,uwhidi resents all rightsto its reproduction and display. ®� MM. LIGHTING/ASSEMBLY DESIGNER 839481 5 1215E 1505 039 05 ofd c _ii 8 L.E.D.LIGHTING RED SLOAN VL PLUS LONG �,Y REVISIONS . . • 9 POWER SUPPLY LOCATED IN METAL CONTAINER BEHIND WALL #I I DATE BY I oESCRIP7tON 8 10 SECONDARY SUPPLY CABLE w/GROUND % ' 11 WIRE FEED U.L.APPROVED NON-CONDUCTIVE WALL-BUSTER SLIP-STICK 10 12 CONTROL WATER TIGHT CUT-OFF SWITCH'TIMER ON/OFF(BY OTHERS) 1 I I inl 0001 L.._ 13 RACEWAY NONE REQUIRED III SUPPORT in 14 BACKGROUND NONE REQUIRED) 15 !1 154 MOUNTING NON-CORROSIVE MOUNTING SCREW IN ANCHOR I II !� ; I I I 3 Iii i I 1I IN 14 I I — SECTION I I —C N.T.S. I II I 11 I II I II 1 II I II L.E.D.POWER SUPPLY -`'rotl a in,'u u,,na only U aged Ccnenh B In A;,ordonce n A 1 600 PRIMARY WIRING CONNECTORS ;,.NEC&any Apprlable alai Caries 655'-91 CONNECTED TO LINE VOLTAGE U/L LABELS REQUIRED IN ACCORDANCE WITH (1) 2Oamp NEC ARTICLE 600. 120V DEDICATED CIRCUIT(S)REQ'D 4 'v INDDDR sliuDiviNG 263 SQ.FT • LETTERLOK CHANNEL LETTER SIGN(1 REQUIRED) _ SCALE: 1/8"= 1'-0" 0 ■ F L y NOTE TO FABRICATORS:ANY CHANGES MADE TO CUSTOMER SPECS MUST BE PRE APPROVED BY PROJECT MANAGER PRIOR TO MANUFACTURING. SCALE CHECK WHITE BAR SHOULD MEASURE I'LONG Since 1956 TOTAL BUILDING SQ FT=3012.8- SIGN D=409.8 SO FT = 14%OF WALL AREA ___.1.- LP StarliteSign. www.starlitesign.com 7923 E.McKinney St.,Denton,TX 76208 (940)382-8850 Fax:(940)387-0429 iFLY CUSTOMER 44'-3° 10655 SW GREENBURG RD LocAUGH 2T-2" TIGARD,OR 97223 `ITT ST EQ 18'-4" EQ DAVID SCOTT SHANDA JONES RJ MGR 1 Bids are good if accepted within 30 days of proposal.This drawing is the property of Stodite Sign, which reserves oll rights to its reprodadion and disido nESIGh!- 100' ORIG DATE DWG# AGE T.O. Roof Steel TJV 39461 51215 1505-039 03 0108 'O REVISIONS C DATE BY DESCRIPTION I— I I I I I v — Penthouse Level I I I — :'.1 — 154'-0 1/2" V I t I I I ':-:".. . O 1 1 11 I I I I ;,® .._' E0' •w Level 3 f I I I 132'-91/2" A. I I• 1 .--:-.::. r::'-..::.'..,...-.:.:....::'....;-: ,-. ,..i, I [ 1 ,� I I I I _ [` Level I 1 I .'.` 116'-41/2.. 1 .' IIII I I I I m i l ^:.-. .. �I lI LI.I �I _ _Level 1 100'-0 41.-....1 EAST ELEVATION SCALE:3/32"= 1'-0" 409.8 TOTAL SQ.FT. . ; FLY SCALE CXELA WHITE BAR SHOULD MEASURE 1"LONG NOTE TO FABRICATORS:ANY CHANGES MADE TO CUSTOMER SPECS MUST BE PRE APPROVED BY PROJECT MANAGER PRIOR TO MANUFACTURING. Since 1956 VStarIiteSign. , TOTAL BUILDING SO FT=68083_ SIGN B=263 SQ FT =5%OF WALL AREA �/ Yrww.starlitesign.com 7923 E.McKinney St.,Denton,TX 76208 . (940)382-8850 Fax: (940)387-0429 \ ' t1ei-ed iFLY �-1 10655 SW GREENBURG RD - 100'-0° TIGARD,OR 97223 EQ 65'9° EQ DAVID SCOTT SHANDA JONES - - Bids are good if accepted within 30 days of proposal.This drawing is the i property of Storl NOISED ee Sign,,r which reserves all rights to its reprodudion and display. D ER 816' TJV 39481 5 12 15 1505-039 04 of 08 _ T.O. Roof Steel REVISIONS M — — — - — -_ — — — — r� _ — 167 -O"� a I DATE I BY ..34.. mac .. :.:• .+:.../ I II a ;.' I I 1 II \ ' AWL-•. % -. — .'-.-ter•-:;.s=tee;- -JQ — --fi■ir,-`*►- ■. .■,r .. �:. •T=�sr° . I I 1 1 ill 1 _ Peinth0useL evu II I 154'-0 1/2"� I II • i J ► I ► I — — ` I I o I 1 ll I I II — — ■ — I — — — e — — T— — ■ Level3 1 I I 132'-9112 � I I I I I I 11 I , I I 1 II II II I I II — — — — — I— — — 116L41/2" 411 ' — — — — , Mezzani 108' 0' I, ____. ___iii I ,_ _____ ____. • ������_ , I I I I I `� • CMU-1 ====11 1 i i- I i I I I 1 1 1 I I I 1 I L I - I Level l 100'-0" \Iv — NORTH ELEVATION SCALE:3/32'1= V-0" 263 TOTAL SQ.FT. NOTE TO FABRICATORS:ANY CHANGES MADE TO CUSTOMER SPECS MUST BE PRE APPROVED BY PROJECT MANAGER PRIOR TO MANUFACTURING. Chili,34L'D7 147 1 clualS.1,I CHANNEL LETTERS WITH LED LIGHTING Since 1956 0 ITEM DESCRIPTION - Star1iteSlgn,, BASIC STRUCTURE — i....i www.starlitesign.com 1 RETURN 5" .040 ALUM. PREFINISHED RED 7923 E.McKinney St.,Denton,TX 76208 2 BACK .040 ALUM.! PREFINISHED WHITE INTERIORS (940)382-8850 Fax: (940)387-0429 '`.1. re • 3 WEEP HOLES YES iFLY IS TOMER OCATION 6 �I _/� 4 RETAINER 1" JEWELITE FACE/DECORATION N 10655 SW GREENBURG RD cimrt- 5 FACE 1/8"ACRYLICI#2793 RED TIGARD,OR 97223 --A- 1 l DAVID SCOTT ACCT EXECISHANDA JONES�1 MGR Err 6 VINYL 1St SURFACE (NONE Bids are good if accepted within 30 days of proposal.This drawing is the MI 7 TRADEMARK (NONE REQUIRED) property ofStadite Sign,Irwhirhreserves all rights toiis reproduction and display. ®� LIGHTING/ASSEMBLY ThV' 39481 5 12 15 1505-039 ot08 8 L.E.D.LIGHTING RED SLOAN VI PLUS LONG REVISIONS RY 9 POWER SUPPLY LOCATED IN METAL CONTAINER BEHIND WALL I E 8 10 SECONDARY SUPPLY CABLE w/GROUND 1 b 11 WIRE FEED U.L.APPROVED NON-CONDUCTIVE WALL-BUSTER SLIP-STICK I I I l_ 12 CONTROL WATER-TIGHT CUT-OFF SWITCH I TIMER ON/OFF(BY OTHERS) l I I 13 . RACEWAY NONE REQUIRED SUPPORT 14 BACKGROUND ,NONE REQUIRED) I I I ® C.. „t I E NON-CORROSIVE MOUNTING SCREW IN ANCHOR I II _ Ni,3 � I ] l I II 1611111-------+ AO 1 II SNT.SECTION I I I l II I II I Il f Il I II I II 73'-11'/4' ..ir IND0oR sKHDIvING ,, • 332.9 SQ.FT. LETTERLOK CHANNEL LETTER SIGN(1 REQUIRED) 0 SCALE: t/a"= 1'-0" NOTE TO FABRICATORS:ANY CHANGES MADE TO CUSTOMER SPECS MUST BE PRE APPROVED BY PROJECT MANAGER PRIOR TO MANUFACTURING. SCALE CHECK WHITE BAR SHOULD MEASURE r LONG \co RECEIVED md c; r SNOW tiv " JUL 2 2015 CITY OF TIGARD BUILDING DIVISION INTERNALLY ILLUMINATED PAN CHANNEL LETTER WITH REMOTED TRANSFORMER 5" X3 , 2 1 in TRIMCAP r e' (\(;r RANCHORS AS REQ. GLASS TUBE SUPPORTS L\ ptc Ater cis Yyttaed NEON ILLUMINATION TRANSFORMER W/ DISCONNECT SWITCH IN UL LISTED C.P.A. - VENTILATED METAL BOX WITH "G" CUP GTO WIRE TRANSF. PLASTIC FACE 120 V. TO J-BOX ALUMINUM RETURNS IN CONDUIT AND BACKS '/2" CONDUIT THRU WALL CONCRETE WALL V\it\CO -= 30 10s eacn lttker S\c\f) INTERNALLY ILLUMINATED PAN CHANNEL LETTER WITH REMOTED TRANSFORMER 511 � 2\L.\ u 3 " 1 in TRIMCAP —'r- lrektANCHORS AS REQ. GLASS TUBE SUPPORTS q per \ti-\e c5 needed NEON ILLUMINATION TRANSFORMER W/ DISCONNECT SWITCH IN UL LISTED C.P.A. VENTILATED METAL BOX WITH "G" CUP r I _�,i. GTO WIRE TO TRANSF. PLASTIC FACE Vii'- 120 V. TO J-BOX ALUMINUM RETURNS IN CONDUIT AND BACKS 1/2" CONDUIT THRU WALL CONCRETE WALL J S \b C\ 1e\- ec \Op INTERNALLY ILLUMINATED PAN CHANNEL LETTER WITH REMOTED TRANSFORMER 5" )c � IZ+► 1 in TRIMCAP COCY:Ye}-ANCHORS • AS REQ. GLASS TUBE SUPPORTS LA 9-Cr Ieiie1 as needed NEON ILLUMINATION TRANSFORMER W/ DISCONNECT SWITCH IN UL LISTED C.P.A. II,� VENTILATED METAL BOX WITH "G" CUR + / GTO WIRE TO TRANSF. PLASTIC FACE j---4 -x--120 V. TO J-BOX ALUMINUM RETURNS IN CONDUIT AND BACKS L. 1/2" CONDUIT THRU WALL CONCRETE WALL , WIND LOADING ANALYSIS-Wall Components and Cladding Scope of work is for the design of the connection of the wall sign to the existing structure only. )nout Data: r - ' ASCE 7-10 Wind Speed,V= 120.00 mph Bldg.Classification= II (Table 1-1 Occupancy Category) Exposure Category= B - Ridge Height,hr= 68.00 ft.(hr>=he) Eave Height,he= 68.00 ft.(he<=hr) Building Width= 100.00 ft.(Normal to Building Ridge) Building Length= 45.00 ft.(Parallel to Building Ridge) 14 Roof Type= Monoslope (Gable or Monoslope) h *I Topo.Factor,Kzt= 1.00B Direct.Factor,Kd= 0.85 Enclosed?(Y/N) Y Hurricane Region? N Effective Area,Ae= 410 ft2 (top cabinet) hr. Effective Area,Aee= 110 ftZ (bottom cabinet) he Resulting Parameters and Coefficients I' L Elevation Roof Angle,9= 0.00 deg. Mean Roof Ht,h= 68.00 ft.(h=he,for roof angle<=10 deg.) Wall External Pressure Coefficients,GCp: GCp Zone 4 Pos.= 0.62 GCp Zone 5 Pos.= 0.62 .\.oct PRate GCp Zone 4 Neg.= -0.71 ��(,,Nv' GCp Zone 5 Neg.= -1.05 �� �G 1 N F �Q If z<=15 then: Kz=2.01`(15/zg"(2kc), If z>15 then: Kz=2.01`(z/zg)^(2/a) 72525P ■ a= 7.00 (Note:z not<30'for Exp.B,Case 1) zg= 1200 - Kh= 0.89 (Kh=Kz evaluated at z=h) ,V ,. 'f ti� e. Velocity Pressure: 'P<(.. 0 8 ' ' qh= 16.64 psf qh=0.00256'Kh`Kzt*Kd'V^2*0.6 (qz evaluated at z=h) s✓ SEPH �` s Wall Pressure for Anchor Design (allowable) Design Net External Wind Pressures: F= 17.48 psf EXPIRES:12-31-2016 Sign Dead Load= 4.00 psf(max) Fastener Capacities: 1/2"Powers Toggle Bolts Tc= 230 lb Vc= 160 lb offset= 0.00 in 18-4" o.d.of spacer= 0.00 in Max trib.area= 9.91 ft2 =1/(((-17.46'-1)/2301b+4/1601b) Provide 1/2"dia.x 4"toggle bolts for every 9.91 sq.ft.of trib.area e Yz"Powers Toggle bolts at 24"o.c.around perimeter of cabinet,typ. i . 'L • • •• .'-I •. " t Y2"Powers Toggle bolts at cp Sign Elevation 48"o.c.around perimeter of NTS cabinet,typ. AI Suite 9570 SW Barbur8lvd Project Name iFly Wall Signs Project# 150738 One Hundred Mk Portland.0R97219 g Road, Oregon 10655 SW Greenbur Road Tigard, Ore Location g 9 MILLER Client Ramsay Signs Phone 503.246.1250 ELD 06/25/2015 1 Of 3 CONSULTING Fax 503.246.1395 By Ckd Date Page ENGINEERS www.miller-se.com GENERAL THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION AND CORRELATION OF ALL ITEMS AND WORK NECESSARY FOR COMPLETION OF THE PROJECT AS INDICATED BY THE CONTRACT DOCUMENTS. SHOULD ANY QUESTION ARISE REGARDING THE CONTRACT DOCUMENTS OR SITE CONDITIONS, THE CONTRACTOR SHALL REQUEST INTERPRETATION AND CLARIFICATION FROM THE ENGINEER BEFORE BEGINNING THE PROJECT. THE ABSENCE OF SUCH REQUEST SHALL SIGNIFY THAT THE CONTRACTOR HAS REVIEWED AND FAMILIARIZED HIMSELF WITH ALL ASPECTS OF THE PROJECT AND HAS COMPLETE COMPREHENSION THEREOF. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONFORMANCE TO ALL SAFETY REGULATIONS DURING CONSTRUCTION. THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. UNLESS OTHERWISE SPECIFICALLY NOTED, THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION OR CONSTRUCTION LOADS. ONLY THE CONTRACTOR SHALL PROVIDE ALL METHODS, DIRECTION AND RELATED EQUIPMENT NECESSARY TO PROTECT THE STRUCTURE, WORKMEN AND OTHER PERSONS AND PROPERTY DURING CONSTRUCTION. THE CONTRACTOR SHALL, AT HIS OWN EXPENSE, ENGAGE PROPERLY QUALIFIED PERSONS TO DETERMINE WHERE AND HOW TEMPORARY PRECAUTIONARY MEASURES SHALL BE USED AND INSPECT SAME IN THE FIELD. ANY MATERIAL NOT AS SPECIFIED OR IMPROPER MATERIAL INSTALLATION OR WORKMANSHIP SHALL BE REMOVED AND REPLACED WITH SPECIFIED MATERIAL IN A WORKMANLIKE MANNER AT THE CONTRACTOR'S EXPENSE. THESE PLANS, SPECIFICATIONS, ENGINEERING AND DESIGN WORK ARE INTENDED SOLELY FOR THE PROJECT SPECIFIED HEREIN. MILLER CONSULTING ENGINEERS DISCLAIMS ALL LIABILITY IF THESE PLANS AND SPECIFICATIONS OR THE DESIGN, ADVICE AND INSTRUCTIONS ATTENDANT THERETO ARE USED ON ANY PROJECT OR AT ANY LOCATION OTHER THAN THE PROJECT AND LOCATION SPECIFIED HEREIN. OBSERVATION VISITS TO THE JOB SITE AND SPECIAL INSPECTIONS ARE NOT PART OF THE STRUCTURAL ENGINEER'S RESPONSIBILITY UNLESS THE CONTRACT DOCUMENTS SPECIFY OTHERWISE. NON STRUCTURAL PORTIONS OF PROJECT, INCLUDING BUT NOT LIMITED TO PLUMBING, FIRE PROTECTION, LAND USE, SITE PLANNING, EROSION CONTROL, ELECTRICAL, MECHANICAL, FLASHING AND WATER-PROOFING ARE BEYOND THE SCOPE OF THESE DRAWINGS AND ARE PROVIDED BY OTHERS. EXISTING STRUCTURAL ELEMENTS ARE DESIGNED BY OTHERS. CONTRACTOR TO VERIFY ALL CONDITIONS PRIOR TO FABRICATION OR INSTALLATION. ENGINEER OF RECORD FOR THE PROJECT IS TO BE NOTIFIED IF CONDITIONS DIFFER FROM WHAT IS SHOWN ON THE DRAWINGS. BUILDING CODE ALL PHASES OF THE WORK SHALL CONFORM TO THE 2014 OREGON STRUCTURAL SPECIALTY CODE, BASED ON THE 2012 INTERNATIONAL BUILDING CODE, INCLUDING ALL REFERENCE STANDARDS, UNLESS NOTED OTHERWISE. (` 72525P V-100/ o F'✓)SEPH \ ' EXPIRES:12-31-2016 Art 9570 SW Barbur Blvd Project Name iFly Wall Signs Project#150738 Suite One Hundred Portland,OR 97219 _ Location 10655 SW Greenberg Road, Tigard, Oregon__ MILLER Client Ramsay Signs Phone 503.246.1250 06/25/2015 2 of 3 CONSULTING Fax 503.246.1395 By ELD Ck'd Date Page ENGINEERS www.miller-se.com ti DESIGN LOADS THE FOLLOWING ARE THE DESIGN REQUIREMENTS: STRUCTURAL DESIGN CRITERIA RISK CATEGORY II WIND DESIGN DATA BASIC WIND SPEED(3 SEC GUST) _ 120 MPH EXPOSURE B ALUMINUM ALL STRUCTURAL ALUMINUM SHAPES AND PLATES TO BE 6061-T6. ALL WELDS TO USE 4043 ALUMINUM FILLER ALLOY.A PROTECTIVE BARRIER SHALL BE PROVIDED BETWEEN ALL STEEL AND ALUMINUM TO PREVENT CORROSION. ALL WELDING TO CONFORM TO AMERICAN WELDING SOCIETY(AWS) D1.2. WELD LENGTHS SHOWN ARE EFFECTIVE AS SPECIFIED PER THE ALUMINUM DESIGN MANUAL. WELDING SHALL BE BY AWS CERTIFIED WELDERS FOR WELD TYPES SPECIFIED. WHERE WELD LENGTHS ARE NOT SHOWN, THE WELD SHALL BE FULL LENGTH OF MEMBERS BEING JOINED. ALL BUTT WELDS SHALL BE FULL PENETRATION WELDS UNLESS NOTED OTHERWISE ON STRUCTURAL DRAWINGS. ALL WELDS TO RECEIVE THE SAME FINISH COAT AS THE MEMBER BEING WELDED.ALL FASTENERS IN CONTACT WITH ALUMNIUM TO BE TYPE 304 STAINLESS STEEL WITH MATCHING NUTS OR HAVE A PROTECTIVE BARRIER TO PREVENT CORROSION. NUTS SHALL BE TIGHTENED TO A SNUG TIGHT CONDITION. �\5.\Se P Rate ss,/2 4' 72525P A V a"/O.441, ° O 9P ti . eS M✓,'SEH EXPIRES:12-31-2016 . 9570 SW Barbur Blvd Project Name iFly Wall Signs Suite One Hundred Project# 150738 _ Portland,OR 97219 Location 10655 SW Greenburg Road, Tigard, Oregon MILLER Client Ramsay Signs Phone 503.246.1250 (,J/'1 06/25/2015 CONSULTING Fax 503.246.1395 By ELD Ck'd __ Date Page 3 of 3 ENGINEERS www.miller-se.com