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Plans (20) 1 of 6 q SV f i Y L L \ A t /�Y/ `Y 10815 RANCHO BERNARDO RD.,SUITE 260 SAN DIEGO,CA 92198 b I ENGINEERINGPROJECTMANAGER@SULLAWAYENG.COM PHONE: 1-858-312-5150 FAX: 1-858-777-3534 PROJECT: TARGET-9009 SW HALL BLVD.,TIGARD,OR DATE: 3/29/17 PROJECT#: 14108B ENGINEER: NC CLIENT: VANCOUVER SIGN GROUP LAST REVISED: / 1(Y-0" +1" 6" AL. SPACERS (1) PER BOLT , 0 S CITY OF TIGARD REVIEW iiirl"- t' ' 114 §10E COMPLIANCE o A 3/8"0"O HILTI KBTZ pro;ed [ • EMBED 2 /8 MIN. OTC: [ [ 'a (4)PER SIGN Perni t #: cU`# l - ..1 ,cr ess: �K�'� t a'wt _ a Addr S' to #: By: , Date: Ad it t l (E)CONCRETE WALL BY OTHERS t=6" MIN. OFFICE COPY 7- 3-30-17 PRQp, GENERAL NOTES CD SECTION ��y� t� .T 44 `�/O 1. DESIGN CODE:OSSC 2014/IBC 2012 40 T 2. DESIGN LOADS:ASCE 7-10 _ 3. WIND VELOCITY 110 MPH EXPOSURE C 4. ALUMINUM ELEMENTS 6061-T6 6. PROVIDE PROTECTION AGAINST DISSIMILAR METALS +L' ORES a. 7. HILTI KBTZ BOLTS PER ESR 1917 CI, 4,k- 0 pNib , Ir 8. ALL EXISTING CONDITIONS TO BE VERIFIED IN FIELD PRIOR TO 44F, S Uv'P INSTALLATION 2 of 6 S U L L AWAY 10815 Rancho Bernardo RD.,SD,CA 92127 prof ectmanager@sullawayeng.com ENGINEERING Phone:858-312-5150 Fax:858-777-3534 PROJECT: TARGET DATE: 3/29/2017 PROJ. NO.: 14108B ENGINEER: NC CLIENT: VANCOUVER SIGN GROUP building code; IBC 2012 units; pounds,feet unless noted otherwise Applied Wind Loads; from ASCE 7-10 Pnet=k Kzt I pnet30 (ASCE 30.5-1) k= 1.40 (ASCE Fig. 28.6-1) K7t= 1.0 (unless unusual landscape) for structural category II V= 110 mph Exposure= c Area= 100.0 fe max. height= 30.0 max pnet3o= 18.48 psf Pnet= 25.87 min pnet30= -22.60 psf Pnet= -31.64 Check Loads on Hilti KBTZ (LRFD) (0= 0.75 Area = pi*5^2 = 78.5 ft^2 nbolt= 4 Wind Force = (A letter)*(Wind Pressure) = 2485 lbs Dead Load = (1.2)*(A letter)*(10 psf) = 942 lbs Tmax= WL/nbo,t= = 621 lbs Tc= per Hilti Report = 1475 lbs OK Vmax= DL/nbo,t= = 236 lbs Vc= per Hilti Report = 1678 lbs OK (Tmax/Tc)513+(Vmax/Vc)513 = 0.3 <1, OK 3 of 6 www.hilti.us Profis Anchor 2.7.2 Company: Page: 1 Specifier: Project: 14108B Address: Sub-Project I Pos.No.: Phone I Fax: I Date: 3/29/2017 E-Mail: Specifiers comments: 1 Input data Anchor type and diameter: Kwik Bolt TZ-CS 3/8(2) t,1 hi( — Effective embedment depth: het,act=2.000 in.,h„on,=2.313 in. Material: Carbon Steel Evaluation Service Report: ESR-1917 Issued I Valid: 6/1/2016 15/1/2017 Proof: Design method ACI 318-11 /Mech. Stand-off installation: -(Recommended plate thickness:not calculated) Profile: no profile Base material: cracked concrete,2500,fc'=2500 psi;h=6.000 in. Installation: hammer drilled hole,Installation condition:Dry Reinforcement: tension:condition B,shear:condition B;no supplemental splitting reinforcement present edge reinforcement:none or<No.4 bar Geometry[in.]&Loading[Ib,in.lb] Z 6 6 X-- O 23. _ 10 lit X • Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor(c)2003-2009 Hilti AG,FL-9494 Schaan Hilti is a registered Trademark of Hilti AG,Schaan 4 of 6 1111141,1aW, www.hilti.us Profis Anchor 2.7.2 Company: Page: 2 Specifier: Project: 14108B Address: Sub-Project I Pos.No.: Phone I Fax: I Date: 3/29/2017 E-Mail: 2 Load case/Resulting anchor forces Load case:Design loads Anchor reactions[Ib] Tension force:(+Tension,-Compression) Anchor Tension force Shear force Shear force x Shear force y 1 621 236 0 236 max.concrete compressive strain: -[%o] max.concrete compressive stress: -[psi] resulting tension force in(x/y)=(0.000/0.000): 0[Ib] resulting compression force in(x/y)=(0.000/0.000):0[Ib] 3 Tension load Load Nua[Ib] Capacity 4,Nn[Ib] Utilization I3N=Nual4 N5 Status Steel Strength* 621 4875 13 OK Pullout Strength* 621 1475 43 OK Concrete Breakout Strength** 621 1563 40 OK *anchor having the highest loading **anchor group(anchors in tension) 3.1 Steel Strength Nsa[Ib] (I) (I)Nsa[Ib] Nua[Ib] 6500 0.750 4875 621 3.2 Pullout Strength Np[Ib] (f5'/2500)°5 A.a 4, 4)Npn,fc[Ib] Nua[Ib] 2270 1.000 1.000 0.650 1475 621 3.3 Concrete Breakout Strength ANC[in.2] ANC)[in.2] Ca,min[in.] cac[in.] W c,N 36.00 36.00 6.000 4.000 1.000 ec1,N[in.] W ecl,N ee2,N[in.] W ec2,N W ed,N 91 cp,N kcr 0.000 1.000 0.000 1.000 1.000 1.000 17 X a Nb[Ib] 40 4)Nebg[lb] Nua[Ib] 1.000 2404 0.650 1563 621 Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor(c)2003-2009 Hilti AG,FL-9494 Schaan Hilti is a registered Trademark of Hilti AG,Schaan ✓ , 5 of 6 MITI www.hilti.us Profis Anchor 2.7.2 Company: Page: 3 Specifier: Project: 14108B Address: Sub-Project I Pos.No.: Phone I Fax: I Date: 3/29/2017 E-Mail: 4 Shear load Load Vua[Ib] Capacity 4)Vn[Ib] Utilization pv=Vua/4 Vn Status Steel Strength* 236 2337 11 OK Steel failure(with lever arm)* N/A N/A N/A N/A Pryout Strength** 236 1683 15 OK Concrete edge failure in direction y+** 236 1678 15 OK *anchor having the highest loading **anchor group(relevant anchors) 4.1 Steel Strength Vsa[lb] 4) 4)Vsa[lb] Vua[lb] 3595 0.650 2337 236 4.2 Pryout Strength ANc[in.2] ANcO[in.2] ca,min[in.] kcp cac[in.] W c,N 36.00 36.00 6.000 1 4.000 1.000 ecf,v[in.] V ecl,V ec2,V[in.] V ec2,V V ed,N W cp,N kcr 0.000 1.000 0.000 1.000 1.000 1.000 17 X a Nb[lb] 0 4,Vcpg[lb] Vua[lb] 1.000 2404 0.700 1683 236 4.3 Concrete edge failure in direction y+ le[in.] da[in.] cat [in.] Avc[in.2] Avco[in.2] 1 2.000 0.375 4.000 72.00 72.00 V ed,V V parallel,V ec,v[in.] V ec,V V c,V V h,V - 1.000 1.000 0.000 1.000 1.000 1.000 X a Vb[lb] ( 4)Vcbg[Ib] Vua[lb] 1.000 2396 0.700 1678 236 5 Combined tension and shear loads RN 13v c Utilization 13N v[%] Status 8R0.421 0.141 5/3 28 OK RNV=I3N+FN< 1 6 Warnings • The anchor design methods in PROFIS Anchor require rigid anchor plates per current regulations(ETAG 001/Annex C,EOTA TR029,etc.).This means load re-distribution on the anchors due to elastic deformations of the anchor plate are not considered-the anchor plate is assumed to be sufficiently stiff,in order not to be deformed when subjected to the design loading.PROFIS Anchor calculates the minimum required anchor plate thickness with FEM to limit the stress of the anchor plate based on the assumptions explained above.The proof if the rigid base plate assumption is valid is not carried out by PROFIS Anchor.Input data and results must be checked for agreement with the existing conditions and for plausibility! • Condition A applies when supplementary reinforcement is used.The m factor is increased for non-steel Design Strengths except Pullout Strength and Pryout strength. Condition B applies when supplementary reinforcement is not used and for Pullout Strength and Pryout Strength.Refer to your local standard. • Refer to the manufacturer's product literature for cleaning and installation instructions. - • Checking the transfer of loads into the base material and the shear resistance are required in accordance with ACI 318 or the relevant standard! • Hilti post-installed anchors shall be installed in accordance with the Hilti Manufacturer's Printed Installation Instructions(MPII).Reference ACI 318-11, Part D.9.1 Fastening meets the design criteria! Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor(c)2003-2009 Hilti AG,FL-9494 Schaan Hilti is a registered Trademark of Hilti AG,Schaan 6 of 6 �■■III�T1 www.hiiti.us Profis Anchor 2.7.2 Company: Page: 4 Specifier: Project: 14108B Address: Sub-Project I Pos. No.: Phone I Fax: Date: 3/29/2017 E-Mail: 7 Installation data Anchor plate,steel:- Anchor type and diameter:Kwik Bolt TZ-CS 3/8(2) Profile:- Installation torque:300.000 in.lb Hole diameter in the fixture:- Hole diameter in the base material:0.375 in. Plate thickness(input):- Hole depth in the base material:2.625 in. Recommended plate thickness:- Minimum thickness of the base material:5.000 in. Drilling method:Hammer drilled Cleaning: Manual cleaning of the drilled hole according to instructions for use is required. 7.1 Recommended accessories Drilling Cleaning Setting • Suitable Rotary Hammer • Manual blow-out pump • Torque wrench • Properly sized drill bit • Hammer Coordinates Anchor in. Anchor x y c.x c.,, c.y civ 1 0.000 0.000 6.000 6.000 6.000 6.000 8 Remarks; Your Cooperation Duties • Any and all information and data contained in the Software concern solely the use of Hilti products and are based on the principles,formulas and security regulations in accordance with Hilti's technical directions and operating,mounting and assembly instructions,etc.,that must be strictly complied with by the user. All figures contained therein are average figures,and therefore use-specific tests are to be conducted prior to using the relevant Hilti product. The results of the calculations carried out by means of the Software are based essentially on the data you put in. Therefore,you bear the sole responsibility for the absence of errors,the completeness and the relevance of the data to be put in by you. Moreover,you bear sole responsibility for having the results of the calculation checked and cleared by an expert,particularly with regard to compliance with applicable norms and permits,prior to using them for your specific facility. The Software serves only as an aid to interpret norms and permits without any guarantee as to the absence of errors,the correctness and the relevance of the results or suitability for a specific application. • You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. In particular,you must arrange for the regular backup of programs and data and,if applicable,carry out the updates of the Software offered by Hilti on a regular basis. If you do not use the AutoUpdate function of the Software,you must ensure that you are using the current and thus up-to-date version of the Software in each case by carrying out manual updates via the Hilti Website. Hilti will not be liable for consequences,such as the recovery of lost or damaged data or programs,arising from a culpable breach of duty by you. Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor(c)2003-2009 Hilti AG,FL-9494 Schaan Hilti is a registered Trademark of Hilti AG,Schaan A- 1 of 2 q S U L L A W A V 10815 RANCHO BERNARDO RD.,SUITE 260 `Y�,` i SAN DIEGO,CA 92198 - b ■ G EE ENGINRINPROJECTMANAGER@SULLAWAYENG.COM ENGINEERING G i�i �7 PHONE: 1-858-312-5150 FAX: 1-858-777-3534 - PROJECT: TARGET-9009 SW HALL BLVD.,TIGARD,OR DATE: 3/29/17 .. PROJECT#: 14108A ENGINEER: NC CLIENT: VANCOUVER SIGN GROUP LAST REVISED: fi 1, / 15'-0" , y\\ ( E)WOOD WALL BY OTHERS • • • q /8"0 THRU. BOLTS in • INTO WOOD vQ (4) PER LETTER MIN. • 1O ELEVATION • • ANGLE STRINGER TO SPAN (2)BOLTS MIN. —^r— 3-30-17 GENERAL NOTES ,A10 PROpp ' ......---- 1. DESIGN CODE:OSSC 2014/IBC 2012 O SECTION ����, Nit ,�S1y fp 2. DESIGN LOADS:ASCE 7-10 C, / _ 3. WIND VELOCITY 110 MPH EXPOSURE C kr 3447A1‘E 4, ALUMINUM ELEMENTS 6061-T6 - 6. PROVIDE PROTECTION AGAINST DISSIMILAR METALS _ 7. BOLT STEEL ASTM A307 HOT DIP GALVANIZE PER ASTM A153 OREGON s. OR ZINC PLATED PER ASTM B633 �t, "(1+ G Q6.m �'�' 8. ALL EXISTING CONDITIONS TO BE VERIFIED IN FIELD PRIOR TO y4F E 3 0.2N'N,Q' INSTALLATION Z F. S' 2 of 2 S U L. L AWAY 10815 Rancho Bernardo RD.,SD,CA 92127 projectmanager S wayeng.com ENGINEERING Phone:858-312-5150 Fax:858-777-3534 PROJECT: TARGET DATE: 3/29/2017 PROJ. NO.: 14108 ENGINEER: NC CLIENT: VANCOUVER SIGN GROUP building code; IBC 2012 units; pounds,feet unless noted otherwise Applied Wind Loads; from ASCE 7-10 Pnet=- KZt I Pnet30 (ASCE 30.5-1) 2= 1.45 (ASCE Fig. 28.6-1) KZt= 1.0 (unless unusual landscape) for structural category II V= 110 mph Exposure= c Area= 225.0 ft` max. height= 35.0 max Pnet3o= 17.77 psf Pnet= 25.76 min Pnet30= -21.20 psf Pnet= -30.74 Check 3/8" Thru Bolts(LRFD) (0= 0.75 Bolt Dia. = 0.375 in Fu = 58 ksi Bolt Area = 0.1104 in^2 Fnt = Fu * 0.75 = 44 ksi # bolts = 4 Fnv = Fu *0.45 = 26 ksi Area = pi*7.5^2 = 176.7 ftA2 Wind Force = (A letter)*(Wind Pressure) = 5432 lbs Dead Load = (1.2)*(A letter)*(10 psf) = 2121 lbs T per anchor= (WF/#bolts) = 1358 lbs = 1.358 k T capacity = (I)Fnt* Abolt = 3.60 k OK V per anchor= (DL/#bolts) = 530 lbs = 0.530 k V capacity = 4Fnv *Abolt = 2.16 k OK Combined Shear and Tension Check: Fv = V/Bolt Area = 4.8 ksi F'nt = 1.3Fnt-Fnt*Fv/d)FnvSFnt = 44 ksi �Tn = (I)F'nt*Bolt Area = 3.60 kips OK iSlifidoO-00a, { , "oo9_ set, //a(' a I l l EXISTING SIGN SCHEDULE BUi LL) _VISION A EXIST'G 132"(11'-0")BULLSEYE(Red)LOGO/29"(2'-5")TARGET(Red)LTRS/150.0 SQ. FT. T� ati ' QUANTITY: ONE(1) ON FRONT ELEVATION-TO BE REMOVED&DISCARDED E r i11" . EXISTING 30"(2'-6")CVS pharmacy LETTERS/ 55.66 SQ. FT. sit,1 1 Nit 4d QUANTITY: ONE(1)FRONT ELEVATION . i D EXISTING 72" (6'-0") BULLSEYE (Red)LOGO/57" (4'-9")TARGET/ 155.78 SQ. FT i1 / QUANTITY: ONE (1)ON WEST ELEVATION-TO BE REMOVED&DISCARDED \ * /� EXISTING 72" (6'-0")BULLSEYE(Red)LOGO/57"(4'-9")TARGET/ 155.78 SQ. FT. ,..4 /�� QUANTITY: ONE (1)ON SOUTH ELEVATION-NEW FACES&LED INSERTS *. . fir-- en NNN \ Itt: ' Previously Permitted TOTAL BLDG. SIGNAGE: 461.56 SQ.FT. IIRI „-.0 — JV. rf { a re " CD 4 • .: } �'C PROPOSED SIGN SCHEDULE ..' cr.? A o.? : , 4 it — 0 / 180"(15'-0")BULLSEYE(WHITE)LOGO/ 225.0 SQ.FT. 0 ,— , ril:A QUANTITY: ONE(1) FRONT ELEVATION-NEW 0 t 0 l E r r 3 - i try 14"(1'-2")(Red)ORDER PICK UP LETTERS/ 24.59 SQ. FT. t. QUANTITY: ONE (1)FRONT ELEVATION-NEW ® QUANTITY:EXISTING 30"(2'-6")CVS pharmacy LETTERS/ 55.66 SQ. FT. ONE(1)FRONT ELEVATION-NEW 0 _ 120"(10'-0")BULLSEYE(RED)LOGO 100.0 SQ. FT. QUANTITY: ONE(1)ON WEST ELEVATION-NEW / ziII EXISTING 72"(6'-0")BULLSEYE(Red)LOGO/60"(5'-0")TARGET J 155.78 SQ. FT. QUANTITY: ONE (1)ON SOUTH ELEVATION-NEW FACES&LED INSERT CIO . , j a s a - `\ PROPOSED TOTAL BLDG. SIGNAGE:563.12 SQ. FT. 0 R P, 3 a ri ,=z 101$. ; 110 ' 2. - EXISTING GROUND SIGN SITE PLAN - NTS REPLACEMENT FACES/EXISTING D/F PYLON SIGN QUANTITY: TWO(2)FACES REQUIRED D WJ �RARevisions. ..- .-.. -. . _ ,.- _. FEDERAL ManuraclunngFacalOes IId13.i6B RheAlotah'g16'Saslit peatiC Account Rep: BOYD HIPPENSTEIL Project/location: This original drawing 0e...tle.cA-Euless,Tx-JaaaonWle,TX-Delaware,Oa 6.13.16 RW Rev A horn 16'to B'. 23-37506-10 is provrded as part of a fins HEATIII 816.15.14®W Rm stype for D tD remove S replete wile,bullseye. �I p Job Number- 8911.16.1 VA(CHRAsPerAgn SNotes mens. RpjCC1(Ndrtd9Et: SANDRA RAMIREZ planned project Office V-Launs: RS 11.16.16 A/CH As Per AMS D placement ocearuiCe.Cd-ids Vega:,N1/ Laugher,AZ-Idaho fulls,ID CM) and IS not to be exhibited, Euless,apoli,/N-D la TJ(.,an OM-Knoxville le TN. ous Ovist,TX kr,. 2, ,r..lt Rei„Eu P1att,,-. .,:s,gr t wren olc Pru o•..lltle,. ay ROBERTO MIJARESIJK/JDR Date. MAY i 9 2016 SIGN 0 � P� DrawnI copied or reproduced Indianapolis,IN-Delaware,OM Krma�Ek 7N Louisville,KY Grafton.WI-Willowbrook,IL Tunica,MS Colors Cep/Cleo in This Renaering May Not Match Anna,Finished Materials Relel To Product Samples For Tract Color Match without OU t f he written www.FederalHeath.com undetwd[erR ELECTRICAL Store Number:T0345 1 0, 11 p e r m i s s i o n o f manta,W-Tampa,FL-Daytona Reacts,FL OrfinDD,FL allancien/Oei/IM COMPONENTS AND SHALL R6�7 Sheet Number: 46oz1uwww.ae er oeeaaslde,eA9zos6 ClientApprovaVDate: a ALL N.E.C. STANDARDS 9009 SW HALL BOULEVARD Federal Heath Sign {760)94f-0715 Fax Oceanside, 631-5065 All ELRCTRICA6 SION3 ARE TO CONYLYRI/TI(Y.C.aR AND company. 1-LC Or its Building�uallty Signage Since 1901 Landlord ApprovaVDate RETICLE ♦00 eo THE N.E.C. STANDARDS. INCLUDING TIGARD, OR 97223 Design Number. 23-37506-10-R6 NE eROeER GE OUN DING ANO BONDING OF All SIGNS authorized agent tEHSC f • . ! t 425'-1" -- f H E_ EC tit :r l muminu41 IIIIIIIIIHIIIIIIIIMIIIIIIIIIIIII - - I• 1 Mil0 /AM! N 4 J3lS d45r r n.,W <D CM • i.;"it Y I i i.. ..... .. .. ......... ..:... . ..•. z � n I i I. ,,. t- °.: w- 3 l '�:il Irl "-' n1,., _:�:,� »•r :•,:::•:.:::::::.::::;,::::::::::::::-.:-.-:-........... � y jtf�_, ; I ,,, , � .. ,t, � �i:i�` •t•°� :r! j •fe�k ,r...-'..:". t'�. h tl ....., „• ..v ... I F C ,. . . i. -Jai ,t .I#-. 1-. 1.^^ t•^ .A .[ 4,-' 1�5� CII si g '' .. j , ,.. - r 'r f nt '� f� .-.sifti+..t 3313..-, . _ it 1 ' ' Hlfl I.i,;.l. .._..� ..11 E. EL • �.•i;'I 1�JDA'@flI�JAii� i _ . ryI EXISTING NORTH ELEVATION - STORE FRONT Scale 1/32'I=1'-0" • • a e1- Y._. • ; rY P .` *ia.y'Y S' -N. � A n' 0 1r IN • 'I' ,irI < n .t41 lit or• . a _ , . i, .60 ti It N • 4 4 .. 'r-- wa _ EXISTING CONDITION NTS Revisions - _ - F � Ri6b.168fi(QIRvr&irami8'mt6'Ro'o;tgk=c�emolC Manuraau1nd Fatlatles: i Project " This original drawing R2613.168wReyArraml6'mts' Account Rep, BOYD HiPPENSTEIL 9 9 ......G.,-E'''''''Tx-Jauowmwe,1-x-Delaware Dli R36.1S.1689;R¢r stype fm Dto teamc�rt rea�ml 16 Went_ 23-37506- 0 �S provided as part Of a HEATH 125111 16DORMPerAMSNotes plumper!! Pr Manager SANDRA RAMIREZ Job Number: p project°lice Locations RS 11 1 b.16 DORM Per AMS No es r 9 I I a n n E d f O E C t Oceanside,Co-Las Vegas,NV-laughwn,AZ-Warty Fails,ID l and e not or be exhibited, Euless,TX-Jacksonville,TX-San Antonio,TX-Corpus Onlul,TX R6 01.26.17 PA/JN Revised placemen!al Son C where old Pharmacy levers placed I ! Da Ce: MAY A Y 19, 2016d SIGN C ® ICY PA N Y Indianapolis,IN-°Naware,OH-KnmMIkTN-Louisvilk.KY Drawn By. ROBERTO MIJARES/JK/JDRcopied reproduced Grafton,Wl-Willowbrook,IL-Tunica,MS '- 0r<_Depicred In Tb, Ren0ering May Not MaEcn Actual Fn!shed Maceriala Refer?c Prea.rfr Samp!es Fd; Color Maim without the written www.FederalHeath.com ao Underwriters 0 E3ECImCALT."TUT-..FD Store Number:1-0345 2 of 11 p e r m i s S : o n o f Sheet Number: "aaaa.�A-Ta"pa'F-°ay°��a°."-Orlando,z 11L�L�1,/t{Lay—'(v�y1 �}� Laboratories Inc. AND 8009 r cc HALL BOULEVARD Federal Heath its 02 North Avenue Oceanside,CA 92056 �•'^• ALL ELECTRICAL SIGNS ARE TO COMPLY N. .TN UTLNae AND 17601 941-0715 Fax 1760)631-5065 ARTICLE COO Ro TND N.E.L. STANDARDS. INCLUDING TIGARD, OR 97223 Design Number: 23-37506-10-R6 Company, LLC or its Building Quality Signage Since 1901 Landlord ApprovaVDate Ne BROKER GROUNDING AND STANDARDS. ALL SIGNSauthorized agent its • .___..- __ _-__12'-3'/z°{TARGET) _ c { 11'-0" (BULLSEYE) _ ►, ' "1 _ ! _._. ! 1 22'-10 5/8"(B) - 1'•10" . 3 1'-10" , 1 10" __. ___ i______ _i__. 1 3'-1 1/16"(C) II 6'-81/4"(0) I 12'-2 5/8"(E) IyI j -4? :VS Apcmarmac _ _..._. , , i it 0� 1 • EXISTING 30" (2'-6") RED CVS Pharmacy CHANNEL LOGO & LETTERS 1 4` ' QTY: ONE (1) Scale: 1/4"=1'-0" 1 f SCOPE OF WORK: I i I EXISTING SIGN TYPE TO REMAIN AS IS. NO ACTION. 11„ —` j EXISTING LOOK NTS - �T' NI I ”--i.--- A R G ET 14 _ 35'-0" O.A. Per Survey • EXIST'G 132"(11'-0")BULLSEYE(Red)LOGO 6'-0" 27'-101/2"± 29" (2'-5")TARGET(Red)LTRS/ 150.0 SO. FT. w—`-- ---_____.�_ _ ►i A Ii Ia. (1)ONE REQUIRED SCALE:1/4" = l'-0" LOGO = 121.0 SO. FT. TARGET = 29.0 SO.FT. TOTAL = 150.0 S0.FT. ARGE -r ,jED SCOPE OF WORK: REMOVE AND DISCARD EXISTING AND REPLACE WITH NEW SIGN. 0 j 204 SO FT EXISTING 72" (6'-0") BULLSEYE (Red) LOGO/60" (5'-0") TARGET LETTERS 0 A\\ Scale:3/16"=1'-0" LOGO = 36.0 SQ.FT. LETTERS = 146.5 SQ. FT. OVERALL TOTAL=204.0 SQ.FT EACH D SCOPE OF WORK: EXISTING SIGN TYPE TO BE REMOVED AND DISPOSED. /E\ SCOPE OF WORK: EXISTING SIGN TYPE TO BE REFACED I NEW LED INSERTS RlMSiDrli. IN FEDERAL manufacturingFaoeacr R114164k/CNRa,Afrom 14'be16'6[hgplacement olC Account RB BOYD HIPPENSTEIL Project/location: Thin original drawing 82613.16 BW Rev AGom 161ro 15'. p 23-37506-10 is provided as parte a O¢ansld''CA-EUess,D Jadaanik.TR-Delzware,a. R36.15.16 BW Rev scope for D to remove B replace w/10'641044 ini HEATH OfficeLocations: R511.116VAj@IRev Sign ASNoiesemam. Proect mann SANDRA RAMIREZ Job Number: F lanned project 8511.1616 RRURt k Per AMS Nines " and is not to be exhibited, OrranslGe.Ca-IDs Vegas.NV-Laughlin,AZ-Idaho Falls,ID - 0 - MAY 201 6 Euless,TX-JatlamNlk.7X-San Antonio,7X Corpus Christi,7X 86012611 VA/111 Revised ploremem of Sign Cwhere old Pnc.a-.oq levers placed ROBERTO MIJARES/JKJJDR gate. 19, copied or reproduced SIGN C® lillP/�NY Drawn rdianapolis,IN-Delawre,OH-!vw,wreTN-[num Louisville, �' without tnepvvritten Grafton,Wi-Walowaroore a.-7 r"ca.NST Colors Depicted In This Rendering May Not Mach Actual Finished Ma Ref el To Product Samples fo-Exact Color March Underweftara EC erwcA�To ME u.0 u'., Store Number:T0345 www.FederalHeath.com Manta,GA•Tampa.R- al 3 or 11 permission c t 4602 North Avenue Oceanside,c de,CA 92056 Daytona �'R °a'R a'.'. NANo saAu uffEr Sheet Number: ClientApprovaVDate. ELECTRICAL SIGNS All NEC,E.a. STANDARDS 8009 SW HALL BOULEVARD Federal Heath Sign (7601 947-07iar Fax(760)631-5065 p �9 ry ALL ELECTgICAL SIGNS AqE TO COMPLY WITH U.L.IR AND Building Quality Slgnage Since 1901 Landlord ApprovaVDate; THEr PRO baa R THE W.E.C. STANDARDS.O INCLUDING SIGN TIGARD, OR 97223 Design Number. 23-37506 10-R6 company. LLC or !t5 THE PROPER GROUNDING AND SONO/NG o.,.�.SIGNS. authonzeo agent ®FHSC ± 424'-7' 13,..0.. •_ .. a SISI IYF r 1 ;• 1. ` .xt 121-6" 15'-0 I i• 0 + ;�IGhJ f I I s 1T-101, #'-706 1 i I e i _ ' ;:•..,..,„,,,,,,,,,,,. _ X15'-00 .__ 4-- .. � ti�: I 61 i Mk'N. 12.6 zF _ ar PROPOSED NORTH ELEVATION SEE ENLARGE MtNiDIIAILS _ NEXT PAGE SEE ENLARGEMENT DETAILS Scale 1/32"=1'-0" ,EXT PAGE '-',''''-w-':-'''.-----0 A- 14- ,•rteY,r k+_<' 4'-10" 10'-0" L/' i1I` vgt D I In_ rr 1 I N a; i I 0 ' 10-® • 1 I N ( - I .. J I .. 7 1 +1 ±• 11'-5 • 1 N t1 - PROPOSED WEST ELEVATION Scale 1/32"=1'-0" ±4 1 Vi, rA :u, -.• i i . ,� 1 a; 1 UMW I — N —ate +1 A' i • i , S - r i t • _' 77---- - • e : 4 , ., J ' wr�Jw+�.L« PROPOSED SOUTH ELEVATION Scale 1/32"=1'-011 FEDERALHEATH IN MarnaaDbri qF icicles: . H RevAlrom l4'10 16'B(64:010temem oI C. Account Rep: BOYO HIPPENSTEIL PrOJea/Location: Tnis original drawing ORar6ide,CA-EWe r.lx.JaCkSOnNIM.Tx-Delaware,OH :23111666,1163516611:. Rev Alram l6'Io JS'. 23_37506_10 is provided as parr Of a 0 Rev scope Jor D IR remGve we se/10'bullseee' Job Number. R4Z06.ibVA/CH Rev SignABDpIOrement SANDRA RAMIREZ � armed 1,r o)(:c t orNLesD�tronL_ Project Manager.RS 11.1616 RMpK As Per AMS NRles and 1<_n0[to he exhibited, oceanside.c -las Vegas.NV Laughlin,A2 Idaho Falls.ID Date. MAY 19, 2016 Euless,Tx-Jadao/wide,Tx-San Ammnia,Tx Corpus Chats,Tx 660116"17 YAM Revised plmenrem nl Sign(vrhere old Phi.ory keels plmeA By. ROBERTO MIJARES/JK/JDR copied or reproduced SIGN CO NI IA A N Y Indianapolis IN Delaware OH Nno alle TN Louisville,KT Drawn xit7lout the written ee Grafton.WI-Willowbrook,IL Tunica,MS =0!Ory.O p;crc-I Jr Tr,Penaenn i Mai N,:Mat&ACJ.:al Fin,.l,ed tv,,pr,a: frr er to P"oJ..c:Sn rri Ir.r-o,,Ea:,ci colt:Moro. e1 www.FederalHeath.com Adanra,GA Tampa,FL Daytona Beam FL OYendo,O VC Underwriters ELECTRICAL TO USE U.L.LASTED Store Number:T03454 Of 11 e ! m i of Cher Approval Date COMPONENTS AND SHALIBAEET Sheet Number: N s $ i o n 4602 North Avenue oceanside,CA 92056 / R torncI0100 ClOf C ALL N.E.C. STANDARDS 9009 SW HALL BOULEVARD _Federal Heath Sign (760)941-0715 Fax(760)631-5065 Building®teall Signage Sln[e 1901 I ALL ELECTRICAL SIGNS ARE TO COMPLY IVITN U_L.•R AND ARTICLE oon OF THE N,E.0 STANDARDS. INCLUDING TIGARD, OR 97223 Design Number; 23-3x'506-10-R6 `ompany; LLC c ac 9 ►Yandlord Approval/gate E PROPER GROUNDING AND RONDrNG OF ALL SIGNS �rnhorized aocn, cPIJs- • C ' op 121-6tt 15'-Qtr t•' 4. ! � . 111 LL ```,s����;i i f 1 _.. �r • ( ;ii I 1 i Io f I 1 fie, I GI , 1 I 12'-10" r 7 5'-10" I . .1*---.1- ----yr---ir i 1 11 I it ._6if0 . ...: , .:_ 1 1'-11" • air _ N .. .,. —.:. , i . -- ► 'M Ir., '.::,!' +I ENLARGEMENT DETAILS - PARTIAL NORTH ELEVATION 1 SCALE 1/16"=1'-0" Y 4, .t rD ., ., 4'-10" - 101-0" SIGN P I , I OP 22'-3 5/8" r ---, 1 • ' 1 I ' rt i, . ,. 1 t f 'MW 1 a' 0 101_®B1 t. r 1 ' Co 2'-6" ► i +1 - I ±11' 5"T `° ; . ENLARGEMENT DETAILS - PARTIAL NORTH ELEVATION 2 --ENLARGEMENT DETAILS - PARTIAL WEST ELEVATION! SCALE: 1/16"=1'-0" SCALE: 1/16"=1°-0" i lillEATHR26113.1 BWRyAA6RmN'ro16'6 Account BOYD HIPPENSTEIL Project/Location: This original drawing Manufacturing FatlYtks: �B placement ell - Oaanstae,U-Euless,Tx-JadaonNlle,7X-DNawxe.OH R26.13.I68WRevAfrom l6'to15'. 23-37506-10 IS provided as part of a R3 6.15.16 BW Rev stype tar D to remove 8 repbw a/1D'bulheye R47.06.16VA/CHRevSipnABDpWcemem_ SANDRA RAMIREZ 0 Job Number. omre tn<aDau: Project Manager.. planned p r o j e c t ocearGde.ca-tai Nv_� RS 11.16.16 RM)1C As PerAMS NoIez vepaT, Laughlin,AZ Falls,ID and is not to be exhibited, Euless,7x-Jaarsonwte,Tx-San Antonio.TX-CorpusOvisli,7x R601.t617YA(18Revised plowmensdSep(where old Phammykeels plated DrawnDate: MAY 19,2016 copied or reproduced SIGN CONI Pit ISI Y ontllaapoes,IN-Delaware,OH-oro.1 -CO OTvne.KY BY: ROBERTO MIJARES/JK/JDR www.FederalHeath.com Grafton,QR-LLNIowDrook,IL-Tunica,MS Colors Depicted In This Rendering May Not Maid Ortu;l Finished tdaterials Refer To Fmouc Sampir,Po;Ex r:Colo rtaat:h: men. without the written Labounchirwdmto COMroN %_,^SMNLMMEET Store Number:T0345 Sheet Number: 5 Or 11 permission of Atlanta,GA-Tampa,FL-Daytona Beady,FL-Orlando,FL �� ��Inc.4602 North Avenue OeaCCnside,,CA92056 ClientApprovaVDate: ALL N.E.C. STANDARDS i 9009 SW HALL BOULEVARD Federal Heath or its 17601 941-0715 Fax(760)631-5065 BuildingDualityS! na Signage Apr, gn ALLELECTRICALSIGNSARETOCOMPLYWIENU.L.ABAND Company, its Landlord YrovaVDate: AB*IeLF 600 OF THE N.E.C. STANDARDS. INCLUDING TIGARD, OR 97223 Design 23-37506-10-R6 THE PROeBB GROUNDING AND BONDING OF ALL SIGPoT. authorized agent. ©FHSC ii!orf-sir )A "�" MATERIAL FINISH COLORS OVERALL SIZE t ' I 7328 WHITE ' ;WHITE ATUGLAS ; WHITE :Rifle While - - Acrylic LED Returns Faces Relainedrrim-Cap Illumination +— C ----,06— D 11.4 E ► Fes=— G —► 6" SPACE MAXIMUM 1" I._-..- SPACE MAXIMUM 1" r MINIMUM -1/2" MINIMUM '/z" I 6" WALL t ,� holt ----111.4 `I - J _ I ! ---,—,f — �_, y I !i s r ........ .j .080 ALUMINUM FILLER - riii.„ ^• r i::,*'. s a INTERIOR PAINTED:WHITE . E a �, ri EXISTING _• e .063 ALUMINUM RETAINER a.t q ELECTRICAL " e PANEL I? � '+ i �� MINIMUM-090 ALUMINUM BACK i i !� • • PIGMENTED ACRYLIC FACES f�. I I. \ , . ° � SLOAN LED J rR A 1 i !!! r, CY �' l Yn ELECTRICAL BEYOND SIGN {{ LOCK-ABLE DISCONNECT1. Tj t11, l i BY INSTALLER. 1 to -I; L I SWITCH BY OWNER-WIRED IIB i -1 1 ry 1:1.:..:,' ! INSTALLER TO PROPERLY SEAL WALL. F BY ELECTRICIAN SEALER:®ASI-MBStePSeal NP 150 i 1 (1 PER CIRCUIT) 11! i I 14L ,�` `_ r, `* ALL MOUNTING HARDWARE(INCLUDING SPACERS) ii _.f i -J-BOX BY INSTALLER fes _ / TD BE SUPPLIED BY:INSTALLER !I: = '- ' MINIMUM 3/e"STAINLESS STEEL MOUNTING HARDWARE �Q' ' POWER DISTRIBUTION BOARD � , � � � f I� , ' ' BY'FEDERAL HEATH , t� • • �� „---- ' I M. 24 SUPPLYSSUPP TWOIEDWER BY ` I • / I t (2)-WEEP HOLES PER LOW SPOT • FEDERAL HEATH MOUNTED BY SUB-CONTRACTOR l_ _� `° CLASS 2 SECONDARIES TO DISTRIBUTION BOARD TO BE RLIN THROUGH CONDUIT SUPPLIED BY :-.. ' �~�� '�~ J ! ( INSTALLER AND WIRED BY INSTALLER miii,in: un"ulullt L DISTRIBUTION BOARD AND POWER SUPPLIES SUPPLIED BY FEDERAL HEATH SIGN CO. , ALL DETAIL F NOT TO SCALE END VIEW —— _ — ACRYLIC FACED INTERNALLY ILLUMINATED "BULLSEYE" CUSTOMER PROYIDI EW R REMODELCONSTRUCTION DEDICATED/RANCH CIRCUIT ADEQUATE BEHIND THE WALL BACKING AND SIGNS OHEY PEP NECCOP' ACCESS IS REQUIRED FOR THE INSTALIATIOPo All BRANCH ORtUlTS SHALL BE DEDICATED TO OF NEW SIGNAGE. CUSTOMER TO FORWARD MANUFACTURE AND INSTALL CHANNEL LOGO AS SHOWN AND NOTED SIGNS(INCLUDING GROUND AND NEUTRAL)AND APPROVED SIGNAGE DRAWINGS TO THE ON ELECTRICAL REP.' ! SKILL NOT 81 SNARED MTN OTHER LOADS SITE CONTACT TO INSURE THAT THE REQUIRED PROPERLY SIZED GROUND WIRE THAT CAN PROVISIONS ARE MADE DURING CONSTRUCTION, 7RA�DB°ECKTO/RFAKERPANEL�REOUIRED- PRIOR TOTHE SIGN INSTALLATION. SIGN TYPE A B s D E G RETAINER SQ.FT. QTY Total:0.0 Amps N+srwelREouIREMHm@ ALL MOUNTING HARDWARE, SECONDARY DIST/1ERESPONSIMLIIYOFTHE INSTAILATION Weight: 5- s WIRING AND CONDUITS ARE TO BE PROVIDED CONTRACTOR TD PROTIDE ANY WAIL SPACERS 1ly. BULLSEYE-W 151-0" IS'II" 2'-6" 2'-6" S'-0" 2'-8" Y'->S" 2" 225.0 BY THE INSTALLATION CONTRACTOR. : MOUND TO I(EEPEIFS WALLA6ATE11L9LFRDV ( 1 ) 120V 20A Circuit Required. Au PENETRATIONS IN THE WALL ARE TO BE BfNIG E019PACfED DORING INSTauATIOPo DF SEALED WITH SILICONE AND TO BE WATEIMGHT ANYNOUkrdlWi BOLTS REQUIRED FOR SIGNAGE, ALL BRANCH CIRCUITS SHALL BE DEDICATED TO SIGNS(INCLUDING ANY DEVIATION FROM FEDERAL HEATH GROUND AND NEUTRAL)AND SHALL REQUIREMENTS MAY RESULT IN DAMAGE •INSTALLER SHALE VERIFY WALL CONDITION IN THE FIELD NOT BE SHARED WITH OTHER LOADS. TO OR IMPROPER OPERATION OF SIGNAGE, TYPE,MEEPADN1:�DONOFRASSFHEMTOBEDETERMINED. CAUSING DELAYS AND ADDITIONAL COSTS. - au DOLT HOLES TD RE DRILLIO oR PUNCHED •ISOLATE ALL ALDOINUX FROM STEEL rill Revisions:.RI&8.16 VAttH no, bun 14'a Ib'R PFO eCi nnanuram.x>gFaaaDe:: LEpd®remwDtt. Account Rep: BOYO HIPPENSTEIL J Location: This original drawing orrarssnc,LA-aNR�,Tx- ASDr,YNe,Tx_i>Laay.Tx,off 112613.168W Rev A from 16'to 15'- INI� �� R3d,IS.ibBW'Reaao ehrD6oreaaaeU L ames/lUbogL c 23-3T5O6-1 O IS provided as art of d Offs.NV an0iei6 iR�SI sa)°Gttromt Project manage, SANDRA RAMIREZ Job Number. p Planned project Ocearwtle Ca I�V Jas NV IwgNin AZ warty Falk Ip 0 and se not to be exhibited, Euless,a-u,IN rmate,-Dela Tx-San-Knox,le- -L us°Astivase,K TX R6 01 26 17 YA/1K Revised placement of Sip ,,,,Reil Date: MAY 19, 201 B SIGN C ®M P/�1V ^°� s" Delaware.o, Knoxville TN SRTDrawn By: ROBERTO MIJARES/JIVJDR copid or reproduced www.FederalHeath.eom � 'un wew„wDOk� LROp.MS Colors Depicted lnThis Rendering May Not Match ActualFinished Mater,als Refer In Product SamplesFat Enact Coin,Match without the written Atlanta,GA-Tampa,R-Daytona beam,Ft-O+IanGo,t3 DerderferHere ELESTfacAu se vu u.L.LUT® Store Number:T0345 Sheet Number. 6 Or 1 permission o i 4602 North Avenue ®ceanslde,CA 92056 Client ApprovaVDate: Laboretorlss Inc. C TmSANDWALLME T •9 d� Signage ALL N.E.` STANDARDS 9009 SW HALL BOULEVARD Federal Heath Sign LIG®I 941-0715 Fax I760I 631-506S B[aflMlll� Quality.SI Since�Ba(�g�" 1901 ALL ELECTRICAL SIGNS AWE TO COMPLY WIT.0-1 de AND _d 3 Landlord ApprovaVDate ARTICLE EDO OF RITE N.E.C. STANDARDS. INCLUDING TIGARD, OR 97223 1�,. g 23-37500 10-R6 Company LLC �( Its TME PROPER GROUNDING AND BONDING Of ALL SIDES vC$) n Number authorized anent tri-act • • SPACE MAXIMUM 1 e B — ----— MINIMUM '/z, 5" WALL (' II --- 1 I .040 ALUMINUM FILLER - � �� t .1_0 I : : PRE-FINISHED ALUMINUM 91 III l 1'TRIMCAPa – EXISTING A �f ', ELECTRICAL j 'v,1 Ir. - PANEL I rd. er , 1 MINIMUM.D63 ALUMINUM BACK 1 Y 1 1 =S* ili _111 _1 ._ # - ---------------. Ir)._:: PIGMENTED ACRYLIC FACES r. GE LED ACRYLIC FACED INTERNALLY ILLUMINATED CHANNEL LETTERS 1/2"ELECTRICAL BEYOND SIGN ! LOCK-ABLE DISCONNECT BY INSTALLER. I! I SWITCH BY OWNER-WIRED F INSTALLER TO PROPERLY SEAL WALL. F I . i'— BY ELECTRICIAN. �.i SEALER:BASF-MasterSeal NP 150 1 I I. • L .• (1 PER CIRCUIT) 1 11 MANUFACTURE AND INSTALL CHANNEL LETTERS AS SHOWN AND NOTED ., ALL MOUNTING HARDWARE(INCLUDING SPACERS) • ` ' J-80K BY INSTALLER `— TO BE SUPPLIED BY:INSTALLER I' ` i 5u MINIMUM 3/8"STAINLESS STEEL MOUNTING HARDWARE * 1 a ri POWER DISTRIBUTION BOARD- ---____ 1 BY FEDERAL HEATH SIGN TYPE A B C SQ.FT. QTY .Z. 24 V CLASS TWO POWER f- , z SUPPLY,SUPPLIED BY: I i Weight: 11 lbs or 1 WEEP HOLES PER LOW SPOT s • FEDERAL HEATH E. i OPU14-REMOTE-R IEEE 12'40" EIMIEMEll lb per element. --- �_�-_ __ I. MOUNTED BY SUB-CONTRACTOR a CLASS 2 SECONDARIES TO DISTRIBUTION BOARD TO BE RUN THROUGH CONDUIT SUPPLIED BY i r> INSTALLER AND WIRED BY INSTALLER i u ,u,l,dw r ,mumr -nnrwqu ,s,ssisiesimiteePfi MATERIAL FINISH COLORS _.' DISTRIBUTION BOARD AND POWER SUPPLIES ` MP#82074LVGIII 2793 LD Sioan Red r :? SUPPLIED BY FEDERAL HEATH SIGN CO fi I MULL GLOSS) 2793ModiLDed RedAerylic .Red — -- LOGO/LETTER WALL DETAIL NOT TO SCALE (Nevin or Equiv.) LED (Generic) Reis Fags Trimcap/Relainer Illuminalien "h- ,- _y __ : _ k CUSTOM TO NEW&MODEL CONSTRUCTION DEDICATED SWIM CIRCUITS FOR ADEQUATE BEHIND THE WALL BACKING AND • WALL kULT UP CONCRETE AND THE WALL COLOR IS SW 6121. 1 S' LT'ER ACCESS IS REQUIRED FOR THE INSTALLATION a€ ALL BRANCH DRCIIIIS SHALL BE DETO OF NEW SIGNAGE. CUSTOMER TO FORWARD • ELECTRICAL CIRCUIT REQUIRED. SIRS(INCLUDINGGROUNDANDNEUTR*LI NEUTRAL)AND APPROVED SIGNAGE DRAWINGS TO THE ON SHALL NOT BE SHARED WITH OTHER LOADS SITE CONTAQ TO INSURE THAT THE REQUIRED END VIEW . CTRICAL REQUIREIVI ! PROPERLY SIZED GROUND WIRE THAT CAN DE PROVISIONS ARE MADE DURING CONSTRUCTION, TRACED BACK TO BREAKER PANEL IS REQUIRED. PRIOR TO THE SIGN INSTALLATION. Total: 0.0 Amps INSTALLER REQUIREMENTS INSTALLER MORE TENTS FOR EIFS WAIS ALL MOUNTING HARDWARE, SECONDARY IT IS THE RESPONSIBILITY OF THE INSTALLATION WIRING AND CONDUITS ARE TO BE PROVIDED CONTRACTOR TO PROVIDE ANY WALL SPACERS BY THE INSTALLATION CONTRACTOR. REQUIRED ID KEEP[IFS WALL MATERIAL TROIA ( 1 ) 120V 20A Circuit Required. ALL PENETRATIONS IN THE WALL ARE TO BE BEING COMPACTED DURING INSTALLATION OF SEALED WITH SILICONE AND TO BE WATERTIGHT. ANT MOUNTING BOLTS REQUIRED FOR SIGNAGE. ALL BRANCH CIRCUITS SHALL BE DEDICATED TO SIGNS(INCLUDING ANY DEVIATION FROM FEDERAL HEATH ' REQUIREMENTS MAY RESULT IN DAMAGE GENERAL NOTE GROUND AND NEUTRAL)AND SHALL •WSFAUER SMALL VERIFY WALL COMMON IN THE FIELD. NOT BE SHARED WITH OTHER LOADS. TO DR IMPROPER OPERATION OF SIGNAGE, •TYPE,SD AND NUY,BFEOFFASIENERSTOBEDETERMINED.- CAUSING DELAYS AND ADDITIONAL COSTS. •ALL BOLT HOLES TO If DRILLED OR PUNCRED -ISOLATE ALL ALUMINUM FROM STEEL ice' -:=. __. .. resIONIIIMINW II IFDE L ManxdamRing Padleles: 816.816 VAKH Rev A from 14 to 16'8 th0 pl Hamann of C Project/Location: Account Rep: BOYD HIPPENSTEIL This original drawing oEaAsidE.Ce-ewass,til-�ariaorrvNe,Tx-peraware,oN R26I3.16BWBev a eI)diR 1e'. Z3-37506-10 IS p lT6.1S.16DWBL,xgvelaDie rrmePeLraatesllD4u!llepe. Job Number: provided d5 art of a Mice Location, ; R47A6.16 16.16R CN Rey 5ipAMS Nona placement Project Manager SANDRA RAMIREZ planned p r o f e c t Ps1L.t6.16RAV1KA aerdAsNala cop a not to be exhibited, oma. nose,Tx,M-Laonio,TAZ-Idaho ris, i 0 MAY 19,2016 Euless, .T�- -er, .,x-�D��oRrm.,X R6ms6nvvlAL; n,DlSign Ewho, „RGrrIEnErrPlorea v ROBERTO MIJARES/JKJJDR Date: and or reproduced SIGN C 0 RA 119/�.I�Y Indianapolis,IN-Delaware.OH-Knoxville TN-LDUDNIIe,KY Drawn B, Grafton,WI woowmroos.IL-TUNE,MS Colors OepineO In This Rendering May Not March Attuat Finished nn arerialt Refer To ProOuTi SamplesF 'n'IChout the written vuww.FederalHeath.cOmor ExaE7 Color mEcvPdG4L ro VEE qL Lb�� Store Number:T03457 Of 11 Permission o f Weary.GA-Tampa.Fl-Daytona Brach,FL-Orlando,a to=ona smsMs Sheet Number. 02 North Avenue Oceanside,CA 92056Client ApprovaVDate: "" k.E.E. $TANpARos 9009 SW HALL BOULEVARD Federal Heath Sign L7bDI 941-0715 FAX 17�DI 63T-S DGS p�Quality 8�p �p P Atl ELECTRICAL SIGNS ARE Co COMPLY g1TN U.L.96 AND Building Qual°r SI nage Since 1901 Landlord ApprovaVDate: ARTICLE 60o OF THE N.E.E. sTw NpAROE. INCLUDING TIGARD, OR 97223 Design Number. 23-3706-1 O-R6 2 n-o'any, LLC or its INE CLEFEOFEs60 ORO THE N.AND RONOINp OF ALL 916Nf a,.-r:rized agent. ®FHSC • MATERIAL FINISH COLORS •‹f B 6 111 MP*82074LUG 1111 2793 LD Red 5>aan Red (FULL GLOSS) MOtl tied Atuytis Red 111 LED (AIluplas or Returns Faces Trimcap/Relalaer Illumination i i SPACE MAXIMUM 1" 6° SPACE MAXIMUM 1' MINIMUM 1/2" ,i—.. 1 n i' MINIMUM /2" 6 1 WALL 1 i �I •1 , °I .080 ALUMINUM FILLER INTERIOR PAINTED:WHITE i II ! LAI 1i 6 .063 ALUMINUM RETAINER A. EXISTING � ELECTRICALlik r '� ! PANEL rl .`•. • MINIMUM,090 ALUMINUM BACK b 1 I b 4 �' PIGMENTED ACRYLIC FACES y, 1 [rt, • fs*, a: SLOAN Lf0 i Yz`ELECTRICAL BEYOND SIGN 1 1 1 LOCK-ABLE DISCONNECT ii BY INSTALLER. SWITCH BYOWNER-WIRED .''r kii INSTALLER TO PROPERLY SEAL WALL. _ L. BY ELECTRICIAN ;i, �*1 SEALER:BASF-MasterSeal NP 150 tI i (1 PER CIRCUIT) V !, IL. �� il "*"..' 111 ' J-BOX BY INSTALLERIs" A1'Niii4 LL MOUNTING HARDWARE(INCLUDING SPACERS) • —'1 TO BE SUPPLIED BY INSTALLER •l( , Zt- MINIMUM 3/8"STAINLESS STEEL MOUNTING HARDWARE tPOWER DISTRIBUTION BOARD � • I BY FEDERAL HEATH an M • • 24 V CLASS TWO POWER-- "i h SUPPLY.SUPPLIED BY; j ' c (2)-WEEP HOLES PER LOW SPOT i' I 1> FEDERAL HEA1H MOUNTED BY: SUB-CONTRACTOR B 1," CLASS 2 SECONDARIES TO DISTRIBUTION BOARD TO BE RUN THROUGH CONDUIT SUPPLIED BY � iliiiiiiiniiiilitllimiLillulliii diiiiIJiiiii IIriLl1 I,III INSTALLER AND WIRED BY INSTALLER DISTRIBUTION BOARD AND POWER SUPPLIES L SUPPLIED BY FEDERAL HEATH SiGN CO i•- LOGO/WALL DETAIL NOT TO SCALE END VIEW \---. (Generic) ID ACRYLIC FACED INTERNALLY ILLUMINATED "BULLSEYE" CUSTOMER TO PROVIDE NEWLREMODEL CONSTRUCTION DEDICATED RABFCN MORS S FOs ADEQUATE BEHIND THE WALL BACKING AND SIGNS ONLY PER NEC CODE AILS ACCESS IS REQUIRED FOR THE INSTALLATION Weight: 1251bs ALL BRANCH ORCUTTSSHALL BEDEDICATED TD OF NEW SIGNAGE. CUSTOMER TO FORWARD SIGNS(INCOMING GROUND AND NEUTRAL)AND APPROVED SIGNAGE DRAWINGS TO THE ON MANUFACTURE AND INSTALL CHANNEL LOGO AS SHOWN AND NOTED SHALL NOT BE SNARED MI DTNER LOADS SHE CONTACT TO INSURE THAT THE REQUIRED ELECTRICAL REQUIREMENTS PROPERLY SIZED GROUND WIRE THAT CAN BE PROVISIONS ARE MADE DURINGCONSTRUCTION, TRACED BACK TO BREAKER PANEL IS REQUIRED. PRIOR TO THE SIGN INSTALLATION- . --_ Total: 0.0 Amps IMSTAGHI R*OU REMENis DRAM REDUIREAIENiS FOR EIB WALLS ' RETAINER SQ.FL QTY NOTE: ALL MOUNTING HARDWARE, SECONDARY RIS THE RESPONSIBILITY OF THE INSTALLATION _ --/ I WIRING AND CONDUITS ARE TO BE PROVIDED CONTRACTOR TO PROVIDE ANY WALL SPACERS 120 BULLSEYE-R 10'-0 lO-ON -8l -� 3'-4 -B I-8' i ���� • BLOCK WALL BY THE INSTALLATION CONTRACTOR. ' REQUIRED TO KEEP EIFS WALL MATERIAL FROM R� ' ' D I ' n er sr , R 1 ( 1 ) 120V 20A Circuit Required. ALL PENETRATIONS IN THE WALL ARE TO BE BEING COMPACTED DURING INSTALLATION OF 1 • 277 VOLT ELECTRICAL ANY MOUNTING BOLTS REQUIRED FOR SIGNAGE ALL BRANCH CIRCUITS SHALL BE SILICONE ONE AND TO BE WATERTIGHT DEDICATED TO SIGNS(INCLUDING ANY DEVIATION FROM FEDERAL HEATH REQUIREMENTS MAY RESULT IN DAMAGE VENERAlNOtF GROUND AND NEUTRAL)AND SHALL •INSTALLER WW1 VEVEY WALL CONDITION IN THE FIELD NOT BE SHARED WITH OTHER LOADS. TO OR IMPROPER OPERATION OF SIGNAGE, •TM,SITE ANDELIMEER DEFAMERS TO IFDETERMINED CAUSING DELAYS AND ADDITIONAL COSTS. •Au esti o®LES TO BE DRUB OX Maio •ISOLATE ALL ALUMINUM FROM STEEL - -- _.._ - from ManlRansRing Facilities R16,e,16VA/CH DWRevRev A Aom16' 15'. hg Oarsmen of C. Account Rep: BOYO HIPPENSTEIL Ojea/Location: This original drawing 141 IFIEDE"L 0¢arwde.CA-Euless,TX-Jatl''''''le,TX-ON''''''OH R36.15.16OWReVAlmlarDIoe 23-37506-10 IS provided as parr of a If Em R3 6.IS.i 6 BW Rev stupe Lor D to remove 8 regime w/10-bulimia Job Number: OfficeLocations. R4 7.06.16 WJCH RevAs SPm AS Notes mem Project Manager: SANDRA RAMIREZ p i a n r,e d project 8511.16.16 RASNR As Per AMS NWes Y and is not to be exhibited, Oreanslde,C -tailVegas,San-Laughlin,AZ-Who Chris,ID CI) MAI 19, 2016 Eunx,Ta-Ja.IN-Du,TX-San MoOnb,le_Cap,,Christi,7X Rb U1 Tb 0:-Revised claimant al Sign where old Phermory lr. ROBERTO tVIIJARES/JK/JDR Date: copied or reproduced SIGN COMPANY Drawng Indianapolis. TN-LDWSNAe,RY Without the Written Grafton,VTI-uNlowDroorr,LL-Tunica,AAS Colors Depicted!n This Rendering May Not Match Actual Fin}ihed Materials Refer Tr,Product Samples For Exact Color Match Store Number: T0345 Www.FederalHeath.comIDndmmeltere ElECirdLALTOUSEU1L1SlID of 1 permission o t Adanp,W-Tampa,R-Daytona Beach,k-Orlando,R al Inc. aoRONovrs pq,p SHALL/AEU Sheet Number: 602 North Avenue oceanside,CA 92056 Client ApprovaVDate: V ALL W.E.C. STANDARDS 8009 SW HALL BOULEVARD Federal Heath Sign (7S®)94t-O7i5 Fax(7801 631-5065 ALL ELECTRICAL SIGNS ARE TO COMPLY WITH U.L.9B AND Building Quality Signage Since 1901 Landlord ApprovaVDate ARTICLE IOU OFTHEN,E-C, STANDARDS. INCLUDJNG TIGARD, OR 97223 Design23-37506-10-R6 Canonized LLC or SC THE CLEEfROPER60 GRD HEN.AND TAPIOA D S. ALL srGNs. Number authorized agent CH-ISC Y ,, E B Fa D G H I J k - 6.., SPACE MAXIMUM UM 1" ''''-',Y'1,..-7.- ' MINIMUM 1/2" Ii A C REFURBISH EXISTING LETTER SET . . END VIEW SCOPE OF WORK: MANUFACTURE AND INSTALL NEW ACRYLIC FACES AND LED INSERTS RETAINER . MPS °-- . MATERIAL FIRM COLORS SH O SIGN TYPE A B C D E F G H I J MP#E GLOSS)G Modified Red logo letters 0 'tters (FULL Sloan Red — AAadified Acryti^ Slo LED LL72/60H-R 6'-0" 1 6'4" 51-0" I 27'-4" 34'-0" 8 1/4"I 1'-0" f 1'-0" 2'-0" 1'-0" 1'-0° I I"RET./ 8.0a/1 err.136/146.5 Returns Fu (Altuglas orEgeiv.)tas Trynxap/Rehaeer 911Dminahion NOTE: • RUBBING REQUIRED NOTE: • CONCRETE WALL • 277 VOLT ELECTRICAL • A3ii : :5 18ReaAlro�16DtS' .... _. _ N � � � - p9arnttacDMng F,tlMtles: RcemeilC AccountRep: BOYO HIPPENSTEIL Poect/Loation.���.�-EWess,TX-Jatl6wrve7e.7X-DelasvareOH 23-37506-10ote",10'bullsege, Job Number: H A'T N Office Locations A4 7.06.16 VA/CH Rev Sign At,D plotemeni Project manager. SANDRA RAM I REZ p t e n n e d p r o j e c t RS 11.1616 RM/JK As Per AMS Nolo and is not t''.--' be exhibited. O¢ansl°e,Ca-Las Veyas, - n,AZ-Idaho Falk.E) E"mss,nc'as°cs°"`nxe-Tx-San gnmMo•rx-c°mus chin".ne R6012617VA/JK Revise('placement of Sign(nbere old Pharmacy k"erspkted y ROBERTO MIJARES/JK/JDR 0 Date: MAY 19,2016 Copied or reproduced S 1 G N COMPANY Inella aeons,IN-Delaware,9"-Rnowl"e 7N-snu"vNe,KY l'Drawn 4 without ine written www.FetleralHeath.eom Gratton,WI MIIowMaok,u-7w"o,sNS olorsDepicted InThisRendering May Not Match Actu.FinishetlMaterials Ref erToProduct Samples For Exact Color Matcfi UndDeraeii®YF RaEdTecALTousEul Law Store Number:T0345 Atlanta,GA-Tampa,Ft-Daytona seam,rt-o,ranDo,n uscresCORPOm.T AND ME u..r. SANT Sheet Number: 9 o f 1 1 permission o f 4602 North Avenue OceansidGe,CA9t2056 ClientApprovaVDate: Inc.� ALL N.E.C. STANDARDS 9009 SW HALL BOULEVARD Federal Heath Sign (7601 941-0715 Fax(760)63 1-5065 ALL ELECTRICAL SIGNS ARE CO[OM PLY Wli"0.L •6 AND C 5 C �R16@c4isy�€a�iity@�6i���SEPi66 1�i01 Landlord Approval/Date. "W7"`ff °°° °`'"` " `` 'TAuowPDg '"CL°°'°° TIGARD, OR 97223 Design Number. 23-37506-1 O-RU Company, LLC or its tNl✓ROPER tiaF THE ID AMD TAIVOArD S. wLl SIGN, i authorized agent ®Friss i