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HomeMy WebLinkAboutsp-07-167 walgreens at meridian promenade.t 37 aff dtif t��ip1y' i `, 3 +S t 'i Pk�l_ y ��'i: �,� ^`.^ .1:i ^f'»'f l r^r.. Jt� ��/:. �;? �JJ rpt C!?J:L'f. (:t. t_iI ��1���,'i� �<a✓ li�J i�f.�_.—•..jryl\J> 1 `y r � I -` - � jj 7 .-y I ._. � � < � '." lf � 7 r�� `y t a �� t "' } %.�.: i? '•:1 .: v �i`.'✓ � i � �i:.: tf'! �; ,i . t �'J — � ��� { ,'�i �...1•v i. �•'..!�y`..i?`l.-..1 ,..iv�•i.J�.f'1 � �^! t:�'-L.ii .J;� —� i'2 [31 Pro er r �o : �ner' s ��a e :lohde, lea,5 u r �c,e1049io?� P%c�Q�e p , ProP eowner's wner's ad'dn ss's601'se- q� :�r.T: Business ovnet's ie: Y .� �i�' l Gid /Ceh /' Phone: �n� --.--n r Business owner's address:60e law 11mr-1 d / �� bi G ZiPw— Si contractor:�Mdt1A,14 ' Phone: �� Sign contractor address: �O �o ZIP: Primary contact is: El Property mvner 11 Business owner Sign. contractor CI Other Contact e-mail: Klan -, eolo �D Oe., /M�? !�E&62Z'b OJ -7 d'-Pl .-, (20 lkq Subject Property Informaction Fax: aoff - 33�O &Q, Business name: Location/street address: /� �'` Zoning district: (f -C-7 Range of addresses (if PSP): Legal Description: Lot Block Subdivision 4- k Is there an existing Planned Sign Program for this property? ❑ Yes ❑ No ❑ Not required .g� d e,Z /a 5 / -!" Comments: /7 1 tin ZC2 r..r Temporary Sign Permit Information (if applicable) - Size of sign: Height (in feet) Width (in feet) Type of sign (e.g. banner, balloon, "T" frame, sand rich board, inflatable): Name of person responsible for removal of sign: Authorization Business ovmer/authorized agent's printed name: Business owner/authorized agent's signature: Phone: Date:146994Z Gs` Date: / X) /©_ ST.` USE ONLY. Date tiled: File r tmt�Permit Fee: /.o �l 0ptPlanning De. approval: Lute: Building Dept. approval: j k_ Date: 560 E. Wateilower Lanz_ Jtti'Le 202 o Meridian) fdaho $ 35` 2 ,1c�ne: 2�)3} $$=-»;� Facsimile: %v$} $$$-5o i $ ���iebSite: z +' 1 O 0 ELEVATION SCALE: 3/4" = 1'-0" I.D. PANEL WALGREENS' PRIMARY PANEL SIGN FACES TO BE FABRICATED FROM 3M ROHM & HAAS WITH #3630-53 "CARDINAL RED" BACKGROUND. SCRIPT 'WALGREENS'AND OTHER COPY TO BE WHITE. "WALGREENS" CONDENSED SCRIPT COPY: 1'-4Y4" CAPITAL AND 9)1" LOWER CASE LETTER HEIGHTS: 1'-93'4" OVERALL COPY HEIGHT AND 8'-2" OVERALL LENGTH. "DRIVE-THRU PHARMACY" HELVETICA MEDIUM COPY: 5)2" CAPITAL LETTER HEIGHT AND 7'-9" OVERALL COPY LENGTH. LED READERBOARD PANEL OPTIONS: ❑ 3'-8" x 10'-11" (PREFERRED OPTION): TWO SINGLE -FACED DISPLAYS WITH RED LED PIXELS. THE 3'-8" CABINET HEIGHT ALLOWS THREE TO SIX LINES OF COPY. HIGH RESOLUTION (APPROXIMATELY .71) WITH SHADING. 2'-8" x 8'-8" (ALTERNATE OPTION): TWO SINGLE -FACED DISPLAYS WITH RED LED PIXELS. THE 2'-8" CABINET HEIGHT ALLOWS TWO TO FOUR LINES OF COPY. HIGH RESOLUTION (APPROXIMATELY .71) WITH SHADING. W"g r . e. . e� 106 WILMOT ROAD DEERFIELD, IL 60015-4616 KOWALY 6/13/2007 8:00 AM 1:2 F:\JOBSOREW\D5\10604-DS-03.1-07JUN07 10" 8 - 4 oe oe EQ EQ 8'- 2» AF oor lG30MC���G�G3M IP aG°QG3f�QC��I E00 - I Q EQ 2 SIGN FACE DETAIL. SCALE: 3/4" = 1'-0" it PRELIMINARY I THIS DRAWING IS TO CONVEY DESIGN INTENT ONLY: THE REGISTERED ARCHITECT RESPONSIBLE FOR THIS PROJECT SHOULD INCORPORATE THIS DRAWING'S DATA ALONG NO. DATE WITH GRADES, OBSTRUCTIONS, STRUCTURAL REQUIREMENTS, GOVERNING CODE RESTRICTIONS OR ANY OTHER FACTORS THAT MAY ALTER THIS DRAWING. REVISIONS DESCRIPTION VA CONST TITLE: FREESTANDING SIGNAGE SCALE: AS SHOWN ADDRESS: SWC MERIDIAN & OVERLAND DRAWN BY: D. KOWALYSZYN LOCATION: MERIDIAN. ID _ DATE: 06-08-07 SHEET: D-5 STORE #: 10604 CADD PLOT: 10604-D5-3.1-07JUN07 gu iY M8 aNYRMr IMM w C, 911 -Eg -Z Al C:p M TI — — — o 0 0 0 0 0 0 LLI COM Lo tot! 04 CD P- w C, 911 -Eg -Z ER tot! CD P- T �: a � � �� .�, �� 040A-47 201, aiena Ajnnivversary 1 B B 4- B D 0 4 I THIS IS AN UNPUBLISHED DRAWING/DESIGN SUBMITTED FOR YOUR PERSONAL USE IN CONNECTION WITH A PROJECT BEING PLANNED FOR YOU BY IDAHO ELECTRIC SIGNS, INC. AND IS NOT TO BE REPRODUCED, COPIED OR EXHIBITED IN ANY FASHION WITHOUT WRITTEN PERMISSION OF IDAHO ELECTRIC SIGNS, INC. THE COLORS DEPICTED IN THIS DRAWING ARE TO ASSIST YOU IN VISUALIZING OUR PROPOSAL AND MAY NOT MATCH ACTUAL COLORS USED ON THE FINISHED DISPLAY. REVISIONS; #5 (BRODIE) 8/17/07 INPUT NEW SITE PLAN, ADDED LOWES PYLON TO SITE PLAN. #4 (BRODIE) 6/11/07 REMOVED DISPLAY B, #3 (BRODIE) 11/14/06 ADDED ADDRESS PANELS, #1 (BRODIE) 9/22/06 CHANGED "VILLAGE" TO "PROMENADE", COPYRIGHT ©2006 .. SKETCH # 18506 FILE: BRODIE/MERIDIAN PROMENADE.PLT DATE: 2/13/06 CUSTOMER: MERIDIAN PROMENADE JOB LOCATION: OVERLAND & MERIDIAN RD. SALES: NEIL DESIGNER: QRODHE PLAY C =3 Meiimau - PROMENADE �iirl rleir' ,. 1653 S. MERIDIAN ROAD Meridian . PROMENADE I - � TheP6armacy AmericaTrm� 0000-0000 DISPLAY B QTY, = 1 CENTER SIGN Al & A2 CENTER SIGN A3 QTY = lea. QTY. = 1 C I It o I GRADE round stock. Exposed •, 77 0 LLJ M All voids between column base plate a4- completely filled with 0 I non -shrink grout. a with E70xx electrodes by persons qualified in accordance with AWS standards within c I (10) #4 VERTICAL BARS @ 16" O.C. WITH (4) #4 Steel reinforcing bars 6.50 CU. YDS. OF CONC. REQ'D. 11'-10" 11'-0 NOTES: 12'-4" GRADE round stock. Exposed •, 77 galvanized or coated LLJ M All voids between column base plate a4- completely filled with Iw i non -shrink grout. 6.50 CU. YDS. OF CONC. REQ'D. 11'-10" 11'-0 NOTES: 12'-4" _13'_0"_ ELEVATION 1. Design standard is based on 140 mph 3 sec gust design wind speed per IBC 2003, Exposure C. 2. Foundation is based on a safe lateral soil bearing pressure minimum of 300 psf per foot of depth. Soil report was not furnished. Allowable bearing pressure should be verified prior to placement of concrete. Do not place foundation in fill. 3. Concrete shall be mixed to attain a minimum compressive strength of 3000 psi in 28 days. 4. Support member shall be free from defects and shall meet ASTM A500 grade B with a minimum yield strength of 46000 psi for tube. Plate and angle shall meet ASTM A36. 5. Structural bolts shall be zinc coated A325 unless otherwise noted. 0 7 5 0 Me CABINET(S) & CONNECTION(S) DESIGN BY OTHERS ELECTRICAL DESIGN BY OTHERS TS 8x8x3/16 ELECTRONIC MESSAGE CENTER I.D. CABINET TS 8x8x3/16 BASE & SURROUND BY OTHERS GRADE round stock. Exposed •, 77 galvanized or coated to prevent corrosion. All voids between column base plate a4- completely filled with high strength, non -shrink grout. a with E70xx electrodes by persons _13'_0"_ ELEVATION 1. Design standard is based on 140 mph 3 sec gust design wind speed per IBC 2003, Exposure C. 2. Foundation is based on a safe lateral soil bearing pressure minimum of 300 psf per foot of depth. Soil report was not furnished. Allowable bearing pressure should be verified prior to placement of concrete. Do not place foundation in fill. 3. Concrete shall be mixed to attain a minimum compressive strength of 3000 psi in 28 days. 4. Support member shall be free from defects and shall meet ASTM A500 grade B with a minimum yield strength of 46000 psi for tube. Plate and angle shall meet ASTM A36. 5. Structural bolts shall be zinc coated A325 unless otherwise noted. 0 7 5 0 Me CABINET(S) & CONNECTION(S) DESIGN BY OTHERS ELECTRICAL DESIGN BY OTHERS TS 8x8x3/16 ELECTRONIC MESSAGE CENTER I.D. CABINET TS 8x8x3/16 BASE & SURROUND BY OTHERS Anchor bolts shall be GRADE round stock. Exposed •, 77 galvanized or coated to prevent corrosion. All voids between column base plate and foundation surface shall be completely filled with high strength, non -shrink grout. Welds shall be made with E70xx electrodes by persons qualified in accordance with AWS standards within the post two years. (10) #4 VERTICAL BARS @ 16" O.C. WITH (4) #4 Steel reinforcing bars shall conform to ASTM 615 grade 60 with deformations in accordance with ASTM HORIZONTAL BARS reinforcing bars is prohibited. This design is intended 15" O.C. ON THE WINDWARD & LEEWARD FACES OF THE at the address shown below and should not be used at other FOUNDATION Anchor bolts shall be cut from A36 round stock. Exposed surfaces shall be galvanized or coated to prevent corrosion. All voids between column base plate and foundation surface shall be completely filled with high strength, non -shrink grout. Welds shall be made with E70xx electrodes by persons qualified in accordance with AWS standards within the post two years. Steel reinforcing bars shall conform to ASTM 615 grade 60 with deformations in accordance with ASTM A-305. Welding of reinforcing bars is prohibited. This design is intended to be installed at the address shown below and should not be used at other locations unless deemed suitable by o competent Professional Engineer. OVER TURN t SIDE VEIW lim Me kM TY P MATCH PLATE DETAIL TOP VIEW Null m ees ow pms mom" m Im ao ng me the s prowly 1W tt KA9f, P.E, anted specificoey lcr the noted Project. Use of time de*m or plops la my porpm oltw Ihm the mended CW"lion Shot M pr"Vled srhhool the .rill. carsenl of NM k KA'i r. P.E. lfisdo . of o of the nl—fion .dosed eilhi, ilhoul —1 of oa . e o enlotbn of nldeclod poperly and shoe nal W Idcoled OR A m MATCH PLATE DETAIL 12"02"0/2" STEEL MATCH PLATE (2 REQ'D) 7/8" DIA. HOLE TYP. TS 8x8x3/16 8x8x3/16 5/4" DIA. A325 BOLT VITH NUT, FLAT & .00K WASHERS 4 REQ'D) 12"x12"x1/2" STEEL MATCH PLATE (2 REQ'D) 8x8x3/16 WALGREENS S.W. CORNER OF MERIDIAN & OVERLAND MERIDIAN, ID 83642 CLIENT: 6135 DISTRICT BOULEVARD v MAYWOOD, CA 90270 SignResource IMAD Ni KASHIF, P.E. I 9051 Executive Pork Dr. -Ste. 200 • Knoxville, Tennessee • 37923 (865) 539-4001 • fox:(865) 539-0851 SHT.1 Br: TRR Projeci Number. 07-1116R OFDATE: g/ 1 4/07 Drawing 1716 2 173R COLUMN STRESSES (CODES P=PIPE;0=OTHER T=TUBE) Sxx COLUMN ' COLUMN ' lxx ' Sxx ' ACTUAL ALLOWABLE ITEM MOMENT REQ'D DEPTH WALL COLUMN COLUMN STRESS STRESS SIGN 0.024 0.007 8.000 0.188 52.2 13.06 0.022 30.350 SIGN 0.382 0.113 8.000 0.188 52.2 13.06 0.351 30.360 LED BOARD 3.348 0.992 8.000 0.188 52.2 13.06 3.076 30.360 CABINET 13.212 3.917 8.000 0.188 52.2 13.06 12.141 30.360 SIGN 14.329 4.248 8.000 0.188 52.2 13.06 13.168 30.360 BASE 20.669 6.127 8.000 0.188 52.2 13.06 18.994 30.360 BOLT CALCULATIONS BOLT BOLTS/ TENSION/ BOLT ALLOW. ' ALLOWABLE ITEM MOMENT SPACING PLATE BOLT DIAM. STRESS TENSION NAD: u 90F,tlewr5P and me :uiwle° m In's , min! we the sole .1prwatythew of INSTALLATION ADDRESS: ------- ------- ------- --- -- K KA9r, P. , oe°led opeorcmy for Ine poled aojecl. Use of mese dip. or 0-- for my WPos olher Ihm the ble°ded oppfmlion awi be LED BOARD 3.348 10.000 4.000 2.009 0.750 20.000 8.836 achblei nldli the M. lhi e ithwl l of MAD k 1 .1 P.E.Drscbxre of my WALGREENS d.1, the prmpum W Wt be a°.�°rm°I S.W. CORNER OF MERIDIAN & OVERLAND nleNcl°a aopaly and arm nol oe lo4roled Py MERIDIAN, ID 83642 LATE CALCULATIONS CLIENT: 3 6135 MAYWOODT CAT 90270 BOULEVARD ITEM TENSION1 MOMENT MOMENT PLATE PLATE PLATE MINIMUM r Si iiResource BOLT ARM PLATE WIDTH DEPTH THICK. THICK. -1; - �•���� LED BOARD 2.009 1.563 3.138 4.375 12.000 0.500 0.399 USE 12"x12"x1/2" h ., a B� IMAD N. K4SHIF, P.F. 41k IN, � 9051 Executive Pork Dr. -Ste. 200 e Knoxville, Tennessee e 37923 (865) 539-4001 • fox:(865) 539-0851 l1 SHT.2 BY: TRR Project Number. 07-1116R OF DATE: Drawing Number: 2 9/14/07 B171173R PROJECT# 07-1116R OWNER WALGREENS VERTICAL SLAB SEPT. 14, 2007 S.W. CORNER OF MERIDIAN & OVERLAND MOMENT 20.669 FT -KIP DRAWING# B1771173R MERIDIAN, ID 83642 FORCE 4.183 KIP WIND LOAD 36.930 PSF REFERENCE IBC 1805.7.2 & TABLE 1804.2 WIND SPEED 140.000 MPH CLIENT: SIGNRESOURCE ASSUME SOIL CLASS #4 SW, SP, SM, SC, GM & GC # COLUMNS 1.000 ' IBC 2003 6135 DISTRICT BLVD LATERAL BEARING PRESSURE - PSF/FT OF DEPTH 150.0 PSF/FT ENGINEER TRR MAYWOOD, CA S1 450.0 SLAB DEPTH (d) 4.500 ' FT. SHAPE ' CENTROID TOTAL SLAB WIDTH (b) 13.000 FT. ITEM ' HEIGHT ' WIDTH ' FACTOR HEIGHT AREA ' FORCE MOMENT SLAB THICKNESS 3.000 FT. ====== ======_ ======= ============== - AVERAGE HEIGHT (h) 4.941 FT. SIGN 0.333 11.833 1.000 0.167 3.944 0.146 0.024 A =2.34-FORCE/(S1-b) 1.630 SIGN 1.000 11.500 1.000 0.500 11.500 0.570 0.382 CALCULATED DEPTH 3.889 FT. LED BOARD 2.667 11.000 1.000 1.333 29.333 1.654 3.348 MINIMUM THICKNESS WITHOUT REBAR 9.260 IN. CABINET 4.000 11.000 1.000 2.000 44.000 3.279 13.212 SQRT(M`12`6*1.7*.75/(.178.12*WIDTH)) SIGN 0.333 11.833 1.000 0.167 3.944 3.424 14.329 ACTUAL THICKNESS 36.000 IN. BASE 1.667 12.333 1.000 0.833 20.556 4.183 20.669 CONCRETE 6.500 CU. YD. OAH 10.000 EXCAVATION 6.500 CU. YD. COLUMN STRESSES (CODES P=PIPE;0=OTHER T=TUBE) Sxx COLUMN ' COLUMN ' lxx ' Sxx ' ACTUAL ALLOWABLE ITEM MOMENT REQ'D DEPTH WALL COLUMN COLUMN STRESS STRESS SIGN 0.024 0.007 8.000 0.188 52.2 13.06 0.022 30.350 SIGN 0.382 0.113 8.000 0.188 52.2 13.06 0.351 30.360 LED BOARD 3.348 0.992 8.000 0.188 52.2 13.06 3.076 30.360 CABINET 13.212 3.917 8.000 0.188 52.2 13.06 12.141 30.360 SIGN 14.329 4.248 8.000 0.188 52.2 13.06 13.168 30.360 BASE 20.669 6.127 8.000 0.188 52.2 13.06 18.994 30.360 BOLT CALCULATIONS BOLT BOLTS/ TENSION/ BOLT ALLOW. ' ALLOWABLE ITEM MOMENT SPACING PLATE BOLT DIAM. STRESS TENSION NAD: u 90F,tlewr5P and me :uiwle° m In's , min! we the sole .1prwatythew of INSTALLATION ADDRESS: ------- ------- ------- --- -- K KA9r, P. , oe°led opeorcmy for Ine poled aojecl. Use of mese dip. or 0-- for my WPos olher Ihm the ble°ded oppfmlion awi be LED BOARD 3.348 10.000 4.000 2.009 0.750 20.000 8.836 achblei nldli the M. lhi e ithwl l of MAD k 1 .1 P.E.Drscbxre of my WALGREENS d.1, the prmpum W Wt be a°.�°rm°I S.W. CORNER OF MERIDIAN & OVERLAND nleNcl°a aopaly and arm nol oe lo4roled Py MERIDIAN, ID 83642 LATE CALCULATIONS CLIENT: 3 6135 MAYWOODT CAT 90270 BOULEVARD ITEM TENSION1 MOMENT MOMENT PLATE PLATE PLATE MINIMUM r Si iiResource BOLT ARM PLATE WIDTH DEPTH THICK. THICK. -1; - �•���� LED BOARD 2.009 1.563 3.138 4.375 12.000 0.500 0.399 USE 12"x12"x1/2" h ., a B� IMAD N. K4SHIF, P.F. 41k IN, � 9051 Executive Pork Dr. -Ste. 200 e Knoxville, Tennessee e 37923 (865) 539-4001 • fox:(865) 539-0851 l1 SHT.2 BY: TRR Project Number. 07-1116R OF DATE: Drawing Number: 2 9/14/07 B171173R