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CSP2007-08012BClearwater Planning & Development Department 100 South Myrtle Avenue Clearwater, Florida 33756 Telephone: 727- 562 -4567 Fax: 727 - 562 -4865 ❑ SUBMIT ORIGINAL SIGNED AND NOTARIZED APPLICATION ❑ SUBMIT ONE (1) COPY OF THE FOLDED PLANS (see C, D, & E below) ❑ SUBMIT APPLICATION FEE $ 400.00 ($150.00 for an amendment) CASE #: SGN or CSP DATE RECEIVED: RECEIVED BY (staff initials): 1815 N HIGHLAND AVE COMPREHENSIVE SIGN PROGFCSP200 7- O8OI2B (Revised 11.08.2012) Waimart - Attached Sign -PLEASE TYPE OR PR1Walmart Zoning: Atlas* 261A GENERAL PRINCIPLES: The intent of the Comprehensive Sign Program is to provide private property owners and businesses with flexibility to develop innovative, creative and effective signage and to improve the aesthetics of the City of Clearwater. This program provides an alternative to minimum standard signage subject to flexibility criteria, which ensure that signage will not have an adverse impact on the aesthetics, community character and quality of life of the City of Clearwater. A. PROJECT LOCATION: PROJECT ADDRESS(ES): (Eri5 ))/ / /� , a Ave. PARCEL NUMBER(S): OOr 'c/( . - 3E-Loo--7 - tOO- cQ J v B. APPLICANT, PROPERTY OWNER AND AGENT INFORMATION: APPLICANT NAME: (�' a4r S C(J/► /t° - lernc.La 5T7 C APPLICANT EMAIL: 6 1/ MAILING ADDRESS: (/D ( 2 Ave („ci CITY: PHONE NUMBER: q(//r- 70 (3 FAX NUMBER: LJ PROPERTY OWNER(S): C� /'s 2 s+- (Must include ALL owners) is l_kCieM I STATE: ZIP31 / V. 9(11 7'6e -mod' OWNER(S) EMAIL: re�r� E na..'sc 0/711 Ltnirrza. corn: AGENT NAME: (Contact D Person) , i 2 l Q_ /) o-if Dm j O y 111710 1/C-- AGENT EMAIL: Y RD ocias7 9 7. ��/- MAILING ADDRESS: // 0/ Ave £L CITY: j d 7h STATE: — _ZIP: 3 /20 PHONE NUMBER: Q (.J(f- 7q(c- FAX NUMBER: Qt'/ Chhe k if AGENT is Contractor �/j� C� -e-Sign Contractor Name: �� /c -.) ()Ole- State License Number: SOZ)00/ 93 RECEIVED JAN 19 ?d97 PLANNING & DEVELOPMENT Page 1 of 5 - Comprehensive Sign Program Application - City of Clearwater 3.24 s 4s ft Pip ::::.::: Pin .:: {.Letters)::: (Letters) SIGN INSTALLER INSTRUCTIONS 1 ify (sq.ft.) (flush, raceway, or pin) (solid area or istters) 2. elect fastener for wall structure. 3. Evenly space fasteners over whole sign area. USE MORE FASTENERS IF THE SIGN NEEDS IT! ONLY ATTACH TO STRUCTURAL WALL MATERIAL (UNO). Shape and strength of sign • may require more fasteners. Example: "I" may need 2 fasteners, "J" - 3, "H" - 4, "W' - 5; and 1/8" thick plastic may need more fasteners to avoid •: bending. Follow sign manufacturer's instructions and code requirements for placement of fasteners. At least put one in each corner top and bottom. Raceway sign fasteners spaced evenly in two rows 5 - 7" apart, half on top row, and half on bottom row. Place raceway on centroid line of sign or increase fasteners by (offset " +3 ") /6 ". Follow fastener manufacturer's instructions and code requirements for installation. • Minimum Fasteners for Whole Sign (Use More if Sign Needs It) MARK DISOSWAY, PE 163 SW Midtown PI, Ste 103 Lake City, Florida 32025 386 -754 -5419 5th EDITION FLORIDA BUILDING CODE (2014) ref 2012 IBC, ASCE7 -10 Fastener CALCULATION: Minimum Number of Fasteners Evenly Spaced Over Whole Sign Fasteners = Wind Force on Whole Sign Area / Fastener Allowable Tension ) Wall Structure Pull Fastener Installation Risk Category II, Normal hazard to human life; III, Substantial hazard to human life; IV, Essential, emergency, critical '150:::: Wind Speed Basic Wind Speed, Ultimate, mph, from ASCE7 -10, Fig26.5 -1A, Risk II; or Fig.26.5 -1 B, Risk 111&1V Exposure Wind Exposure C, No unobstructed area within 1200ft; Wind Exposure D, Unobstructed area upwind 3/8 or 1/2 ThruBolt Structural Wall 500 3/8" or 1/2" bolt, nut, washer thru wall; CMU, brick, concrete, 2x4 or unistrut backer 30 Sign Height 3/8 or 1/2 ThruBolt Wood Sheathing 100 3/8" or 1/2" bolt, nut, and washer thru 1/2" OSB or plywood sheathing 3/8" Lag Shield 3/8" Lag Shield 1 /4 " Tapcon Concrete 200 3/8 - 16 screw in 5/8" hole, tap anchor flush. See Table CMU 100 3/8 - 16 screw in 5/8" hole, tap anchor flush. Sign Area Sign Height Above Ground, ft, H; Sign cannot be higher than top of wall or 60'. For multiple signs use worst case. Gross Sign Area, sq.ft., means the overall area surrounding and including all sign letters and logos. WIND LOAD CALC: ASCE 7 -10, Section 29.4.2, "Solid Attached Signs" Concrete 171 1/4" Tapcon, min 1.5" embedment, protect from moisture. 1/4" Tapcon CMU 43 1/4" Tapcon, min 1.25" embedment, protect from moisture. C & C wind pressure on solid sign attached flat against wall or parallel to wall, <3' from surface and >3' from edge, equals wall wind pressure from ASCE7 -10, Section 30.4. #12 Metal Screw 20ga CFS Frame 83 #12 -14 Self- drilling screws 3 threads thru 20ga steel frame. See Table #12 Wood Screw Timber Screw 5/8" Sheathing Wood Framing 77 #12 -14 wood screw or SMS into 5/8" OSB or plywood sheathing. Wind Force on Sign; F = Pasd * Net Sign Area -41 psf Wind Pressure; Pasd = Qhasd *Gcp, ASD, C &C, ASCE7 -10, Eq30.4-1 170 FastenMaster TimberLOK, 1/4" thread wood screw 1.25" in wood 29 psf 1/4" Toggle Bolt CMU or Densglas 53 Toggle Bolt, Powers spring -wing, in CMU, OSB, or 5/8" DensGlass. 116 mph 1 /2 "Sleeve Anchor Concrete or CMU 380 1/2" HILTI HLC -H or HLC- HX304SS3/8 Sleeve Anchor, 1.5" embed 0.98 Velocity Pressure; Qhasd= .00256 *Kz *Kzt *Kd *Vasd "2, ASCE7- 10,Eq.30.3 -1 Wind Speed; Vasd = sgrt(VultA2 *.6), for allowable stress design 1/2 "Liberty Toggle 3/8" Stud Glued Hollow CMU 360 DFS Liberty Anchor, 1/2" steel rod, 1/2" retaining rod, thru wall. -1.4 Solid Wall Mat'l 50 3/8" thd rod stud glued in solid wall marl, Liquid Nails LN -950, Hilti DY -70, or equal. 0.85 4 56 56 56 1155 28 • 51 51 15 15 14 14 Pin Stud Thru Pin Stud Glued Structural Wall 100 3/16 "pin -stud, nut, and washer thru structural wall or 2x4 blocking Veloc Pres Expos Coeff; Kz= 2.01 *(H /900) ^(2 /9.5)ExpC, (700 &11.5),T30.3 -1 External Pressure Coeff; GCp = -1.8, Zone 5, 1112 area, ASCE7 -10, Fig30.4 -1 Wind Direction Factor; Kd = .85 for attached signs, ASCE7 -10, Table26.6 -1 0.0 Internal Pressure Coeff; Cpi = 0, sign flat against wall, ASCE7- 10,Sec29.4.2 Solid Wall Mat'l 25 3/16 "pin -stud glued in solid wall mat'l, Liquid Nails LN -950 or equal 1.0 Topographic Factor; Kzt = 1 for flat ground, no hill, ridge, or escarpment >15' IMPORTANT . Adhesives are strong but none have code approval for structural applications.Sign installer must test glued stud connection strength. For 3116" stud pull 50 Ib per stud; for 318" stud pull 100 Ib per stud. Use tripod, game scale, and hooks. 13' -7" 62.68 S.F. 19' -3" 51 816 20 50.'.'. 15 86 Pharmacy Drive-Thru 39.90 SQ.FT. 14 Min Fasteners 61 Wind Force Net Area sqft :A�:... • 65 5 psf Sign Weight; must be less than 5 pounds per sq.ft. net area. 0 3' -28" 0 Ehtei 3.24 SQ.FT. •t E(t 2.34 SQ.FT. FLPE53915 10/31/2016 This seal for structural engineering per scope of work (Fasteners only) SCOPE OF WORK ENGINEERING: Calculation of minimum fasteners, ONLY. (See equation) This seal IS NOT: architecture, electric, or structure of sign and wall. By using this engineering sign installer, manufacturer and owner agree to: 1. Select fastener from table based on wall structure. 2. Install fasteners per fastener manufacturer instructions in locations required by sign manufacturer; this may mean more fasteners are required than shown in table. 3. Make sure sign and wall meets building code, sign code, and UL. Verify stated wind (speed, risk, exp, topo), sign (size, area, location on wall, max weight), wall (materials and construction). PASTED IMAGES, DETAILS, DRAWINGS, AND NOTES ON THIS SHEET ARE NOT ENGINEERED OR REVIEWED. They were pasted in at customers request to help relate fastener engineering to the job. Florida SignOarlp any : Job #161221 WALL SIGN :Flacon rtral] max 12:' thick:: .......................... 01m:00:#4667 1803 N Highland :Ave.: . Clearwater;:.FL::33755 ....... ...... ......... ....... ... For one sign each type at this location. 62.6 s • 139.9 s • 1 3.24 s i 4 s o ft 1 ify (sq.ft.) (flush, raceway, or pin) (solid area or letters) SIGN INSTALLER 2, elect fastener for wall structure. INSTRUCTIONS 3. Evenly space fasteners over whole sign area. USE MORE FASTENERS IF THE SIGN NEEDS IT! ONLY ATTACH TO STRUCTURAL WALL MATERIAL (UNO). Shape and strength of sign may require more fasteners. Example: "I" may need 2 fasteners, "J" - 3, "H" - 4, "W' - 5; and 1/8" thick plastic may need more fasteners to avoid bending. Follow sign manufacturer's instructions and code requirements for placement of fasteners. At least put one in each corner top and bottom. Raceway sign fasteners spaced evenly in two rows 5 - 7" apart, half on top row, and half on bottom row. Place raceway on centroid line of sign or increase fasteners by (offset" +3 ") /6 ". Follow fastener manufacturer's instructions and code requirements for installation. ,, soswa des [ n R MARK DISOSWAY, PE 163 SW Midtown PI Ste 103 Lake City, Florida 32025 386- 754 -5419 . Pin :: (Letters Piri (Letters] Pip: .(Letters) Pitt : .(Letters]: _ m _ Pharmacy ........................... Drive- Thru::> ........................... .......................... ........................... Pharmacy:. Drive. +: ........................... .......................... Thru ........................... .......................... ........................... Enter. 5th EDITION FLORIDA BUILDING CODE (2014) ref 2012 IBC, ASCE7 -10 FLPE539 15 ;'1 yh l ) ' 1 - ", 10/31/2016 This seal for structural engineering per scope of work (Fasteners only) .1t Risk Category II, Normal hazard to human life; III, Substantial hazard to human life; IV, Essential, emergency, critical CALCULATION: Minimum Number of Fasteners Evenly Spaced Over Whole Sign Fasteners = Wind Force on Whole Sign Area / Fastener Allowable Tension ) 150 Wind Speed Basic Wind Speed, Ultimate, mph, from ASCE7 -10, Fig26.5 -1A, Risk II; or Fig.26.5 1 B, Risk III &IV Exposure Wind Exposure C, No unobstructed area within 1200ft; Wind Exposure D, Unobstructed area upwind Minimum Fasteners for Whole Sign (Use More if Sign Needs It) Fastener Wall Structure Pull Fastener Installation 30:: Si Si n Height g g ign Height Above Ground, ft, 1-1; Sign cannot be higher than top of wall or 60'. For multiple signs use worst case. 3/8 or 1/2 ThruBolt Structural Wall 500 3/8" or 1/2" bolt, nut, washer thru wall; CMU, brick, concrete, 2x4 or unistrut backer 3/8 or 1/2 ThruBolt Wood Sheathing 100 3/8" or 1/2" bolt, nut, and washer thru 1/2" OSB or plywood sheathing See Table Sign Area Gross Sign Area, sq.ft., means the overall area surrounding and including all sign letters and logos. 9 9 g 3/8" Lag Shield Concrete 200 3/8 - 16 screw in 5/8" hole, tap anchor flush. 3/8" Lag Shield CMU 100 3/8 - 16 screw in 5/8" hole, tap anchor flush. WIND LOAD CALC: ASCE 7 -10, Section 29.4.2, "Solid Attached Signs" 1/4" Tapcon Concrete 171 1/4" Tapcon, min 1.5" embedment, protect from moisture. C & C wind pressure on solid sign attached flat against wall or parallel to wall, <3' from surface and >3' from edge, equals wall wind pressure from ASCE7 -10, Section 30.4. 1/4" Tapcon CMU 43 1/4" Tapcon, min 1.25" embedment, protect from moisture. #12 Metal Screw 20ga CFS Frame 83 #12 -14 Self- drilling screws 3 threads thru 20ga steel frame. See Table Wind Force on Sign; F = Pasd *Net Sign Area SCOPE OF WORK ENGINEERING: Calculation of minimum #12 Wood Screw 5/8" Sheathing 77 #12 -14 wood screw or SMS into 5/8" OSB or plywood sheathing. -41 psf Wind Pressure; Pasd = Qhasd *Gcp, ASD, C &C, ASCE7 -10, Eq30.4-1 fasteners, ONLY. (See equation) Timber Screw Wood Framing 170 FastenMaster TimberLOK, 1/4" thread wood screw 1.25" in wood 29 psf Velocity Pressure; Qhasd = .00256 *Kz*Kzt *KeVasd ^2, ASCE7- 10,Eq.30.3 -1 This seal IS NOT: architecture, electric, or 1/4" Toggle Bolt CMU or Densglas 53 Toggle Bolt, Powers spring -wing, in CMU, OSB, or 5/8" DensGlass. 116 mph Wind Speed; Vasd = sgrt(VultA2 *.6), for allowable stress design . 1/2 "Sleeve Anchor Concrete or CMU 380 1/2" HILTI HLC -H or HLC- HX304SS3 /8 Sleeve Anchor, 1.5" embed 0.98 Veloc Pres Expos Coeff; Kz= 2.01 *(H /900)A(2/9.5)ExpC, (700 &11.5),T30.3 -1 structure of sign and wall. By using this engineering sign installer, 1/2 "Liberty Toggle Hollow CMU 360 DFS Liberty Anchor, 1/2" steel rod, 1/2" retaining rod, thru wall. -1.4 Extemal Pressure Coeff; GCp= -1.8, Zone 5, 1ft2 area, ASCE7 -10, Fig30.4 -1 3/8" Stud Glued Solid Wall Mat'I 50 3/8" the rod stud glued in solid wall marl, Liquid Nails LN -950, Hilti DY -70, or equal. 0.85 Wind Direction Factor; Kd = .85 for attached signs, ASCE7 -10, Table26.6 -1 56 51 15 14 Pin Stud Thru Structural Wall 100 3/16 "pin -stud, nut, and washer thru structural wall or 2x4 blocking 0.0 Internal Pressure Coeff; Cpi = 0, sign flat against wall, ASCE7- 10,Sec29.4.2 manufacturer and owner agree to: 1. Select fastener from table based on wall structure. 2. Install fasteners per fastener manufacturer instructions in locations required by sign manufacturer this may mean more 56 51 15 14 Pin Stud Glued Solid Wall Mat'I 25 3/16 "pin -stud glued in solid wall mat'I, Liquid Nails LN -950 or equal 1.0 Topographic Factor; Kzt =1 for flat ground, no hill, ridge, or escarpment >15' IMPORTANT - Adhesives are strong but none have code approval for structural applications.Sign installer must test glued stud connection strength. For 3116" stud pull 50 Ib per stud; for 318" stud pull 100 Ib per stud. Use tripod, game scale, and hooks. 5 psf Sign Weight; must be less than 5 pounds per sq.ft. net area. ' 1 3 — 7 = / rO z 1 _ 21 91 J fasteners are required than shown in table. 3. Make sure sign and wall meets building code, sign code, and UL. Verify stated wind (speed, risk, exp, topo), sign (size, area, location on wall, max weight), wall (materials and construction). / O / \ K)100 I 1 et off= O N - �j s PASTED IMAGES, DETAILS, DRAWINGS, AND NOTES ON THIS SHEET ARE NOT ENGINEERED OR REVIEWED. They were pasted in at customer's request to help relate fastener engineering to the job. \ ®® ® IRV mT n 3.24 SC/FT. 62.68 S.F. 19' -3" o 2'_3" C Florida Sign ompany o .. Job: #161221 . \ _ \ - V A S 1GN FISt On walF m T27:01i cic:: : Pharmacy Drive-ThC � • Ulfalmart #4667 • 1803 N . Highland Ave Clearwater, FL::33755:: - : For one sign each type at this location. 4 4 56 1155 28 100' I00 45. 39.90 SQ.FT. 51 15 14 Mm Fasteners 818 86 62 Wind fir, 20 2 3 e tea sa<t 0. .65. .'.65 'R Ne'tArea AREA .. 2434 SQ *FT* 187 s.flwsgft Fitio: ' ( eers ... Flush':: : 3'o:x ; ... . SIGN INSTALLER 1. fy (sq.ft.) (flush, raceway, or pin) (solid area or letters) 2. elect fastener for wall structure. INSTRUCTIONS S 3. Evenly sp ace f asteners over whole sign area USE MORE FASTENERS IF THE SIGN NEEDS IT! ONLY ATTACH TO STRUCTURAL WALL MATERIAL (UNO). Shape and strength of sign ' ' MARK DISOSWAY, PE 1 63 SW Midtown PI Ste 103 Lake City, Florida 32025 ........................... .......................... ........................... Nieglrborhood Market ::::::::::::: .......................... ........................... .......................... ........................... .......................... ........................... .......................... ........................... .......................... ........................... .......................... ........................... .......................... may require more fasteners. Example: "1" may need 2 fasteners, "J" - 3, "H" - 4, "W" - 5; and 1/8" thick plastic may need more fasteners to avoid bending. Follow sign manufacturer's instructions and code requirements for placement of fasteners At least put one in each corner top and bottom Raceway sign fasteners spaced evenly in two rows 5 7" apart half on top row and half on bottom row centroid line Place raceway on of sign increase fasteners by +3 ") /6 ". Follow fastener instructions 5th EDITION FLORIDA BUILDING CODE (2014) c A ref 2012 IBC, SCE7 -10 FLPE53915 ,x-Th 10/31/2016 This seal for structural engineering per scope of work (Fasteners only) or (offset" manufacturer's and code requirements for installation. - Risk Category II, Normal hazard to human life; III, Substantial hazard to human life; IV, Essential, emergency, critical CALCULATION: Minimum Number of Fasteners If Evenly Spaced Over Whole Sign 5o: Wind Speed Basic Wind Speed, Ultimate, mph, from ASCE7 -10, Fig26.5 -1A, Risk II; or Fig.26.5 1B, Risk III &IV Fasteners = Wind Force on Whole Sign Area / Fastener Allowable Tension ) Exposure Wind Exposure C, No unobstructed area within 1200ft; Wind Exposure D, Unobstructed area upwind Minimum Fasteners for Whole Sign (Use More if Sign Needs It) Fastener Wall Structure Pull Fastener Installation Sign Height Sign Height Above Ground, ft, H; Sign cannot be higher than top of wall or 60'. For multiple signs use worst case. 8 4 3/8 or 1 /2 ThruBolt Structural Wall 500 318" or 1/2" bolt, nut, washer thru wall; CMU, brick, concrete, 2x4 or unistrut backer 30 ::: 39 4 3/8 or 1/2 ThruBolt Wood Sheathing 100 3/8 or 1/2 bolt, nut, and washer thru 1/2" OSB or plywood sheathing See Sign Area Gross Sign Area, sq.ft., means the overall area surrounding and including all sign letters and logos. 20 4 3/8" Lag Shield Concrete 200 3/8 - 16 screw in 5/8" hole, tap anchor flush. Table 39 4 3/8" Lag Shield CMU 100 3/8 - 16 screw in 5/8" hole, tap anchor flush. WIND LOAD CALC: ASCE 7 -10, Section 29.4.2, "Solid Attached Signs" 23 4 1/4" Tapcon Concrete 171 1/4" Tapcon, min 1.5" embedment, protect from moisture. C & C wind pressure on solid sign attached flat against wall or parallel to wall, <3' from 90 9 1/4" Tapcon CMU 43 1/4" Tapcon, min 1.25" embedment, protect from moisture. surface and >3' from edge, equals wall wind pressure from ASCE7 -10, Section 30.4. 47 5 #12 Metal Screw 20ga CFS Frame 83 #12 -14 Self- drilling screws 3 threads thru 20ga steel fram3. See Table Wind Force on Sign; F = Pasd * Net Sign Area SCOPE OF WORK 50 5 #12 Wood Screw 5/8" Sheathing 77 #12 -14 wood screw or SMS into 5/8" OSB or plywood sheathing. -41 psf Wind Pressure; Pasd = Qhasd *Gcp, ASD, C &C, ASCE7 -10, Eq30.4-1 ENGINEERING: Calculation of minimum fasteners, ONLY. (See equation) This seal IS NOT: architecture, electric, or 23 4 Timber Screw Wood Framing 170 FastenMaster TimberLOK, 1/4" thread wood screw 1.25" in wood 29 psf Velocity Pressure; Qhasd= .00256 *Kz *Kzt *Kd *Vasd ^2, ASCE7- 10,Eq.30.3 -1 73 7 1/4" Toggle Bolt CMU or Densglas 53 Toggle Bolt, Powers spring -wing, in CMU, OSB, or 5/8" D2nsGlass. 116 mph Wind Speed; Vasd = sgrt(Vult ^2 *.6), for allowable stress design 11 4 1/2 "Sleeve Anchor Concrete or CMU 380 1/2" HILTI HLC -H or HLC- HX304SS3/8 Sleeve Anchor, 1 5" embed 0.98 Veloc Pres Expos Coeff; Kz= 2.01 *(H /900) ^(2 /9.5)ExpC, (700 &11.5),T30.3 -1 structure of sign and wall. By using this engineering sign installer, 11 4 1/2 "Liberty Toggle Hollow CMU 360 DFS Liberty Anchor, 1/2" steel rod, 1/2" retaining rod, thru wall. -1.4 Extemal Pressure Coeff; GCp = -1.8, Zone 5, 1ft2 area, ASCE7 -10, Fig30.4 -1 77 8 3/8" Stud Glued Solid Wall Mat'I 50 3/8" the rod stud glued in solid wall marl, Liquid Nails LN -950, Hilti D' 70, or equal. 0.85 Wind Direction Factor; Kd = .85 for attached signs, ASCE7 -10, Table26.6 -1 Pin Stud Thru Structural Wall 100 3/16 "pin -stud, nut, and washer thru structural wall or 2x4 'flocking 0.0 Intemal Pressure Coeff; Cpi =0 sign flat against wall, ASCE7- 10,Sec29.4.2 manufacturer, and owner agree to: Pin Stud Glued Solid Wall Mat'I 25 3/16 "pin -stud glued in solid wall mat], Liquid Nails LN -95( or equal 1.0 Topographic Factor; Kzt = 1 for flat ground, no hill, ridge, or escarpment >15' 1. Select fastener from table based on wall structure. 2. Install fasteners per fastener manufacturer instructions in locations required by sign manufacturer this may mean more IMPORTANT - Adhesives are strong but none have code approval for structural applications.Sign installer must test glued stud connection 5 psf Sign Weight; must be less than 5 pounds per sq.ft. net area. strength. For 3116" stud pull 50 Ib per stud; for 318" stud pull 100 Ib per stud. Use tripod, game scale, and hooks. 23' -11$" fasteners are required than shown in table. 3. Make sure sign and wall meets building code, sign code, and UL. Verify stated wind (speed, risk, exp, topo), sign (size, area, location on wall, max weight), wall (materials and construction). / 18' -4$" 1 i 2', 4' -6$" 3' –O" t / / .c . O 7 rn io I \ ® ® • - --- PASTED IMAGES, DETAILS, DRAWINGS, AND NOTES ON THIS SHEET ARE NOT ENGINEERED OR REVIEWED. They were pasted in customer's at re request to help relate fastener engineering to the job. ; _ - O "tn �, °o A '''ico up a "� @ h ©eur, ,� 199.88 SF ' \ RECEIVED JAN 19 2017 NEW REF ��� SIGN, DETAIL ,.,- 4 -' : Florida Si gn Com an . . . PLANNING & DEVELOPMENT 4 4 4 4 a 4 Mm Fasteners �� — — Job. #161221:::.:.. ° r r . a o WALL SIGN , .: . Ffat:on wall: max 12 ":thick .: 0 } O alra.rt:: #4667 • 1803 N Highland Ave: ':: . Clearwater;:: FL :33755:. For one sign each type at this location. I , - -__ — --- - -.... - 3e94 s69 wed FO.« 94 9 Net Are, spit :I.:0.'.'.'.'.'.'.'.100.'.'... �ar xN: "" . II .'.IB) .'9' AREA SQ.R. ."r"�� C. PROOF OF OWNERSHIP AND SURVEY: (Code Section 4 -202 and 4 -1008) ❑ SUBMIT A COPY OF THE TITLE INSURANCE POLICY, DEED OR AFFIDAVIT ATTESTING TO THE OWNERSHIP OF THE PROPERTY ❑ PROVIDE A SIGNED AND SEALED SURVEY OF THE PROPERTY D. SIGN PLAN AND ELEVATION PLAN SUBMITTAL REQUIREMENTS: (Code Sections 4 -202 and 4 -1008) ❑ SIGN PLANS with the following information (not to exceed 24" x 36 "): All dimensions; Size of site (in acreage and in square feet); Bar scale and date prepared; To -scale drawings in color, of all proposed signage (attached, freestanding, and directional signs), which include the following: dimensions, with dimensional arrows; ii. sign area in square feet; height and width of sign and sign structure, measured in feet; iv. labels of all colors; v. surface area of the sign proposed; vi. text copy including the message of the sign; vii. changeable copy, if proposed; and viii. describe any illumination including the type, placement, intensity, hours of illumination and system to automatically turn off lighting when the business is closed, and sign area to be illuminated. Color building elevations, to scale, for all facades of any building with proposed and existing attached signage; Master sign plan for shopping centers and office parks, to include all signs; Site data table, to include how all proposed signs (existing and new, name each one with a title) meet code requirements, with a calculation worksheet; and Number, type, location and surface area of all existing signs on the same property and or building on which the sign is to be located. E. SITE PLAN SUBMITTAL REQUIREMENTS: (Code Section & Section 4 -202 and 4 -1008) ❑ SITE PLAN with the following information (not to exceed 24" x 36 "): All dimensions; North arrow; Engineering bar scale (minimum scale one inch equals 50 feet), and date prepared; Location map; Footprint and size of all buildings and structures; All required five -foot setbacks as measured from property line; All existing and proposed points of access; All required sight triangles; Location of all public and private easements and street rights -of -way within and adjacent to the site; Location of all existing and proposed sidewalks; Lot frontage on all rights -of -way; Location with labels of all freestanding (including directional) signs proposed and existing (indicate whether to be removed); Location with labels of all attached signs, proposed and existing (indicate whether to be removed); Show all property lines; Identification of water courses, wetlands, tree masses and specimen trees, including description and location of under story, ground cover vegetation and wildlife habitats or other environmental unique areas; Sight visibility triangles shown and labeled; Location of all proposed landscape material including size and species; Land areas expressed in square feet and acres; and Location of the sign in relation to property lines, public rights -of -way, easements, buildings and other signs on the property. Page 2 of 5 — Comprehensive Sign Program Application — City of Clearwater • • F. WRITTEN SUBMITTAL REQUIREMENTS: (Code Section 3- 1807.C) Signage proposed as part of a Comprehensive Sign Program may deviate from the minimum sign standards in teens of numbers of signs per business and /or parcel of land, maximum area of sign face per parcel of land and the total area of sign faces per business or parcel of land, subject to compliance with the flexibility criteria outlined below. As part of the program, all sign types shall be reviewed for the business and /or the development parcel to achieve compliance in so far as possible with these current regulations. A master sign program for shopping centers, including all out parcels, and office complexes shall include all types of signs for all tenants/uses within the development parcel. These will be reviewed as a Comprehensive Sign Program application. All existing and proposed signs must be architecturally integrated into the design of the building and /or site using similar and coordinated design and style features, materials and colors, etc. Attached signs shall be horizontally and vertically proportionately located on each facade with no protrusions above roof lines, over windows, trim, cornices or other building features. ❑ Provide complete responses to the COMPREHENSIVE SIGN PROGRAM CRITERIA including how the criteria are met: 1. Architectural Theme. How is the design, character, location and /or materials of all signs proposed in the comprehensive sign program demonstrably more attractive than signs otherwise permitted on the parcel proposed for development under the minimum signs standards? Additionally, demonstrate how the proposed signage improves the community character. Further, explain how all signs are architecturally integrated into /with the design of the building and /or site using similar and coordinated design features, materials and colors, etc. -� Or -to u)n� 2. Height. Describe how the height of all freestanding signs proposed through the Comprehensive Sign Program relate to the design of the sign and not exceed 14 feet in height? 3. Total Area of Sign Faces. Height, Area, Number and Location of Signs. The height, area, number and location of signs permitted through the Comprehensive Sign Program shall be determined based on the criteria below. Overall size of site: r7 . %, / OaELS What is the distance in li ar feet, from,the building setback line to the sign location? �:—�� %r 01)i�C.4 ` ' brI j �e�- _ . O What is the frontage in linear feet? What is the proposed use? /?e'/?2L, / S � /{�//il 9-- What is the size of the buildings (in square feet) on site ? � " /, '7r9L ,Sr. How do pedestrians and motor vehicles access the site? ! i 1111 1 _ L/ i -ac_ in • Describe pedestrian and motor vehicular site and roadway visibility I _4 0 ∎ i _ - - / A _ rP -�"Y� (r) Describe the intended traffic circulation pattern: / v 0 _/ /,..,t 4 II ./,I What is the hierarchy of signage? /V D ( _ se,iciv-ki3 .-i-O7 Kej w_Le/i ire 4. Elimination of Unattractive Signage. How does the signage proposed result in the elimination of existing unattractive signage or result in an improvement to the appearance of the parcel proposed for development in comparison to signs otherwise permitted under the minimum sign standards? IP / A I,_' /_ // I ! # / 1 ' !�S' P fi 1)r) Page 3 of 5 - Comprehensive Sign Program Application - City of Clearwater • • 5. Special Area or Scenic Corridor Plan. If the signage proposed is located in the Downtown (D) or Tourist (T) district explain how the proposed signage is consistent with the appropriate adopted design guidelines. (9fi10 £rd./Y76123 r%rno Questions on the application? For any questions please call the City of Clearwater Planning Department at 562 -4567. Comprehensive Sign Program Proposed Sign Summary Provide all information please Address Sign Type Height (ft)* Length Width Area 716%- 9 ) „ r a E ^ r ai C * if freestanding (ft) (ft) ,. (sq. ft) '7 r/ O /qq- 5C- Pkianyvicv Dv7ut --That f-%' 7 I s- hZ Y� //'%VIll f / rJ !/ �J ' 0 ,S1 E hex- / r .3(9-4 S X r-(- / ) a. -gl-/ S� air- s9 wcecr i,�aI► .- NI-vor 3b l' /7 -S2 Sf Page 4 of 5 — Comprehensive Sign Program Application — City of Clearwater • • CITY OF CLEARWATER AFFIDAVIT TO AUTHORIZE AGENT PLANNING DEPARTMENT MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE, 2nd FLOOR PHONE (727) 562 -4567 FAX (727) 562 -4865 LA (Name o all property owners) 1. That (I am /we are) the owner(s) and record title holder(s) of the following described property: IBIS ti gI/ Ave_. (Address or General Location) 2. That this property constitutes the property for which a request for a: Ciha nac /n Sigmas (Nature of request) 3. That the undersigned (has /have) appointed and (does /do) appoint �nda c h C� -:�� as (his /their) agent(s) to execute any pets or other documents necessary to affect such petition; 4. That this affidavit has been executed to induce the City of Clearwater, Florida to consider and act on the above described property; 5. That (I /we), the undersigned authority, hereby certify at th foregoing is true and correct. COUNTY OF PINELLAS Property Owner STATE OF FLORIDA, Be ore me the undersigned, an officer duly commissioptoiLly �the I jws of the State f Florida, on this ` day of 9D17personally appeared G a E�S' c j�e who having been first duly sworn deposes and says that he /she fully understands the contents of the affidavit thai'he /she signed. My Commission Expires: JOY M. GILMORE MY COMMISSION ti FF 950367 EXPIRES: February 12, 2020 ,•' Bonded Thru Notary Public Underwriters S_ 1Planning DepartmentlApplication FormslDevelopment Review12010 Forms updated with new Department namelComprehensive Sign Program Application 5.2010. doc Page 5 of 5 — Comprehensive Sign Program Application — City of Clearwater • Facilities Management & Environmental Services Exterior Signing Maria Einarsdottir, Project Manager Date: November 15, 2016 To Whom It May Concern; I hereby authorize: Charles Ogle Florida Signs 1101 29th Ave. West Bradenton, FL 34205 941 -747 -1000 • Walmart Save money. Live better. 2001 SE 10' Street Bentonville, AR. 72712 -0545 Phone: 479 - 277 -9521 Fax: 479- 273.1461 to act as the agent on our behalf for sign permits, variance and sign installation at the below address: Walmart /Sam's Club # 4667 1803 N Highland Ave Clearwater, FL 33755 Si cere} ly, Walmart Stores I { c., Property Owner By Maria Einarsdottir Property Owner Name: Property Owner Address: Property Owner Phone: State of: Arkansas County of: Benton Walmart Stores Inc. 702 Southwest 8th Street Bentonville, AR. 72716 (479) 273 -4000 Subscribed and sworn to before me this Notary Public My Commission Expires RECEIVED JAN 19 2017 PLANNING & DEVELOPMENT /5— day of /04- 2016 ,PeG'B-a 6or / 5' o? 0, Jeffrey R. Davis Notary Public, Benton County, Arkansas #12374265 Expires December 14, 2019 gq9 888 889 g 8 66 88 II 8 8010$ 11088ISHINI09103 080800 1998 08 3801S VE101.4 viVillV31) gOlfi[ITA c70770 8 8 8 g g 88 8 8$ t ? ne? 68 88 11 11 Li sg E 34 8 SIGNAGE GENERAL NOTES 4 g.33 RECEIVED PLANNING & DEVELOPMENT PE P.= o C I-. col 0 Ce La ID PHARMACY 113 DO I— LiUl < z ti /eta/ o -tiog 9-L002 015- g'dillYNOTS ClarISSI OCI # ISVD 'WA.0114141V PIVII001141 NOIS a/1SNalINIIMAI03 NEW SIGNAGE SCHEDULE .we LG. ^..,,"..r+u•••=3 ��o�oNEN,wo.NOm• *uoc f L ufs ^1 uuN Flmi�l '1l u0� IMILL66:■•• 11 EtAiiillIMPIPIIIN L HE awn POIFEEME IALLATON PIACTIC MOONY FOR EXISTING ENTRY (SIGNAGE 143.93 SF) SIGNAGE GENERAL NOTES SHED 137 W4 -WnI .wD wsWILD 137 0 000 l4) ! 70 NM 711.ure 'so, DS PENETRANONS. INSTALL CONGOS DES OVALS ON RIO SMELL 13ir ow KU n m a Iuuuxum SEALANS TO BE PRODUCT .-950 BY DOUID NAILS on .LAR DSOS SS C557 STANDARDS EATER. ADDuCATION. 250 PS EXISTING DRIVE —THRU PHARMACY FRONT (SIGNAGE 34.72 SF) NOTE TO dim �`... 1.1774 n STUDS. OTAN.01flAa0N OR D ARww.w fLouo HOLES ENOCA ED s ONLY OR nr su wm SIGN ATTACHMENT AT EIFS 9 O AND METAL STUD WALL 1n•.1_0 111012 e.02I._013_I1. 1a � 11 Barr. O SIGNAGE MUSICAL VERIFY EXACT ON sr1 =ASO. 1ST SEW' ALTERNATE SOT 1.10uNTWO LOCATIONS ROD WAFT EXACT LOCATIONS SP p, o h o FICAGAIDO Mairket ) AN7L ON u 'Er'" saN a °aw MOS o. PO wx Naw 7 MN .m(ES) 00 ww, IN a.,w BAR AITS7. UNLESs HOMO SP max° E1P I g`E sw,a 134„7' SOX O SIGNAGE .021001. EXISTING DRIVE —THRU PHARMACY SIDE /REAR (SIGNAGE 56.38.93 SF) Pharmacyi ive=Thru MO SIFT CV111_002_.11 O SIGNAGE NES mR1a:Nw713. OI�N�AGE ® SIDE, EzEVA�TION 1 Af °'. 4 SIDE ELEVATION OSIGNAGE • 17.13• 1. AM IF 0,.:,_Po,_w, 0.0 RECEIVED FEB 202017 PLANNING & DEVELOPMENT O FRONT ELEVATION %.0 o crg o A ISS6 SLOOP 0221011 alr MONS FAIR. COLOR CODASIT 071114 EXTERIOR DETAILS AND SIGNAGE I A2.1 • 30" TRIM 84" TRIM Walmart :;: Neighborhood Market 1.5" RETAINER/ RETAIL OR 813.999 1344 RESTAURANT OUR BUSINESSNERE FABRICATE AND INSTALL TWO NEW ACRYLIC PAN FACES ON EXISTING POLE SIGN. BACKGROUND TO MATCH PMS 368 GREEN VINYL, WHITE LETTERS, AND SPARK TO MATCH PMS 1235 VINYL PAINT EXISTING CABINET WALMART BRONZE . PROJECT NAME: WALMARTCLEARWATER4667 DATE: 11.14.16 DESCRIPTION: ABOVE I have carefully reviewed and hereby accept the drawing(s) as shown. All additional changes must be in writing and approved by both parties. signature date This drawing is for illustration purposes only. Colors and scaling in drawing may vary. FLORIDA SIGN COMPANY' 141 NJ NOVATI V E SIGNAGE CHURCH S. SCHOOL SIGNS 1 101 29th Avenue West Bradenton, FL 34205 Phone: 941.747.1000 Fax: 941 - 746.5689 Wall Area �TIO a020 -002 —F • NOTE: LEFT BUILDING WALL AREA 4439 SF 188 SF DTP Rear Wall Area SIDE ELEVATIO\ 3 1 = 10' -0" 102805 a020 -004 —F 277'- 6319 SF Frond Bi NEW SIGN, REF DETAIL 4 0 VA TI O \ a020 -001 —F 1093 SF Entry Facade Wall Area 5 /f /f � J / 1, O f RECEIVED FEB 202017 PLANNING & DEVELOPMENT Up:��r 2 6 Elf roc PLANNING & DEVELOPMENT February 28, 2017 • CITY OF CLEARWATER Gordana Parsons 1770 Argentina Road Mississauga Ontario, L5N357 POST OFFICE Box 4748, CLEARWATER, FLORIDA 33758-4748 MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA TELEPHONE (727) 562 -4567 FAX (727) 562-4865 33756 via email: gparsons @obsidiangroupinc.com RE: Comprehensive Sign Program — CSP2017 -01002 — 454 Mandalay Avenue (Jimmy Hula's) Dear Mr. Parsons: The Planning and Development Department Staff reviewed your Comprehensive Sign Program application for 454 Mandalay Avenue pursuant to Community Development Code (CDC) Section 3 -1808. The proposed plan includes the following: 1. One Attached internally - illuminated individual letter sign 27 square feet in area (2.7 percent of the facade area) mounted flush to the building (no raceways) at the top to right hand corner of the east building facade. The sign will read "Jimmy" in black letters with a z shaped red line directly underneath with "Hula's" in blue letters directly to the right with three flowers red, yellow and green in color directly to the right; and 2. One Attached projecting internally - illuminated contoured cabinet sign 12 square feet in area (1.2 percent of the facade area) mounted flush to the building (no raceways) above and to the left of the entrance on the east building facade. The sign face will be white and will read "Jimmy" in black letters with a z shaped red line directly underneath with "Hula's" in blue letters directly below. The Comprehensive Sign Program has been APPROVED and this letter constitutes a Development Order pursuant to CDC Section 4- 202.E. The approval is based on, and must be consistent with, the site plans, elevations and drawings dated received on February 15, 2017 as described above and subject to the following conditions: "EQUAL EMPLOYMENT AND AFFIRMATIVE ACTION EMPLOYER" Si • n Number Area Percentage of Building Facade 1 27 2.7 2 12 1.2 Total --- 1 39 3.9 The Comprehensive Sign Program has been APPROVED and this letter constitutes a Development Order pursuant to CDC Section 4- 202.E. The approval is based on, and must be consistent with, the site plans, elevations and drawings dated received on February 15, 2017 as described above and subject to the following conditions: "EQUAL EMPLOYMENT AND AFFIRMATIVE ACTION EMPLOYER" csP2017 -01002 Development Order Page 2 Conditions of Approval: • 1. That any requests which are inconsistent with this approved Comprehensive Sign Program require an amendment to be filed and reviewed and approved by the Planning and Development Department prior to issuance of a building (sign) permit; 2. That the internal sign lighting for the attached signs be controlled by a mechanical timer and be turned off at midnight or whenever the business is closed, whichever is later; 3. That there will be a minimum of eight feet of clearance between the bottom of the projecting sign and finished grade; and 4. That all other Code requirements /restrictions of Division 18 (Signs) be met, including but not limited to, grand opening banners, window, temporary, construction, sale leasing signs. Pursuant to CDC Section 4 -303, an application for a building (sign) permit shall be made within one (1) year of the date of this Development Order (February 28, 2018). All signs shall be installed and any conditions met within six (6) months of the date of issuance of the initial building (sign) permit. Permitted time frames do not change with successive owners. The issuance of this Development Order does not relieve you of the necessity to obtain any building permits or pay any fees that may be required. In order to facilitate the issuance of any permit or license affected by this approval, please bring a copy of this letter with you when applying for any permits or licenses that require this prior development approval. Should you have any questions, please contact Matt Jackson, Senior Planner, at (727) 562 -4504 or via e -mail at matthew.jackson@myclearwater.com. incerely, Gina Clayton Assistant Planning and Development Director cc: Gordana Parsons, Property Owner Daniel Knight, Sign Inspector • CITY OF CLEARWATER PLANNING & DEVELOPMENT EOPMENT DEPAR10.1ENr PosT OFFICE Box 4748, CLEARWxFER, FLORIDA 33758-4748 MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE CLEARWATER, FLORIDA 33756 TELEPHONE (727) 562 -4567 FAX (727) 562-4576 January 23, 2017 JOY GILMORE VIA FAX: 1101 29TH AVENUE WEST BRADENTON, FL 34205 RE: CSP2007- 08012B -- 1815 N HIGHLAND AVE -- Letter of Completeness Dear JOY GILMORE: The Planning and Development staff has entered your application into the Department's filing system and assigned the case number: CSP2007- 08012B. After a preliminary review of the submitted documents, staff has determined that the application is complete. The Planning and Development Department will review the application for sufficiency by 2/6/2017. If you have any questions, please do not hesitate to contact me at 562 -4504 or matthew.jackson@myclearwater.com. Sincerely yours, Matthew Jackson Senior Planner 1/23/2017 "EQUAL EMPLOYMENT AND AFFIRMATIVE ACTION EMPLOYER" Letter_Of_Completeness • • SINCE 1951 SOR /DA SIGN COMPANY February 9, 2017 City of Clearwater Department of Permitting Re: Walmart located at 1803 N Highland Ave Mr. Jackson, please see the below responses to the comments. Item #1: There are no tenant /window signs on the building. Item #2: Reference New Signage Schedule on Sheet A2 which calls for the sign to be White. The Green Walmart on the side elevation is being removed. Item #3: Please see attached legible photos. Item #4: Painting the building is not a part of this submittal. We are only proposing new signs as the colors were permitted separately. Sincerely, Joy Gilmore Florida Sign Co. Inc 1101 29th Ave W Bradenton, FL 34205 Joy@Floridasign.com 941 - 747 -1000 941 - 746 -5689 (Fax) 941 - 238 -7915 (cell) 1101 29TH AVE. W. BRADENTON, FL. 34205 PH. (941) 747 -1000 /FAX (941)746 -5689 VISIT OUR WEBSITE AT FLORIDASIGN.COM RECEIVED IFEB 09 2411 PLANNING & DEVELOPMENT "From Conception to Completion" J • • !'L\CITYOFCLEARWATER PLANNING & DEVELOPMENT DEPARTMENT POST OFFICE Box 4748, CLEARWATER, FLORIDA 33758-4748 MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE (727) 562 -4567 FAx (727) 562 -4576 December 5, 2016 Joy Gilmore Florida Sign Company 1101 29th Avenue West Bradenton, FL 34205 VIA FAX: RE: CSP2007- 08012B -- 1815 N HIGHLAND AVE -- Letter of Incompleteness Dear Joy Gilmore: The Planning Staff has entered your application into the Department's filing system and assigned the case number: CSP2007- 08012B. After a preliminary review of the submitted documents, staff has determined that the application is Incomplete with the following comments. 1. The affidavit to authorize agent must either be signed by the property owner, or the property owner must provide notarized authorization that Charles Ogle can sign on their behalf for the application. 2. Provide an email address for the owner so they can be provided a copy of any issued development order. 3. Many of the criteria on page three of the application were left blank and responses are required. 4. Provide to- scale, dimensioned, color elevations for any Walmart building facade having existing or proposed signage. For any building facade to have proposed signage, show the signage as proposed and not existing. For each facade, provide the building facade area as well as sign area. 5. Provide photographs of all tenant building facades with existing wall signage. For each building facade, provide the facade and sign area. 6. Provide photographs of each tenant space with window signs. For each tenant with window signs, provide the window area and area of window signage. Section 4 -1008 of the Community Development Code states that if an application is deemed incomplete, the deficiencies of the application shall be specified by Staff. No further development review action shall be taken until the deficiencies are corrected and the application is deemed complete. Please resubmit by December 14, 2016 at NOON. Failure to do so will result in the application being withdrawn. If you have any questions, please do not hesitate to contact me at 562 -4504 or matthew.jackson@myclearwater.com. Sincerely yours, 12/5/2016 "EQUAL EMPLOYMENT AND AFFIRMATIVE ACTION EMPLOYER" RECEIVED JAN 192017 r•1 A •...... As n Letter_Of_I nco mplefeness C a) _C c 0 s, E n u7 d' m O O N 0 0 a m U) N U y1 co ° 3 I M LO N 0 O S E 0 c O, •3 0 O lO "m n 2 r a 0 r m E D 9 SITE PLAN NOTES 1. NO HAZARDOUS OR TOXIC MATERIALS OR WASTES WILL z z m j PARKING DATA BE USED OR PRODUCED ON -SITE it WAL -MART BLDG. SIZE 39,729 S F. 2 NO RADIOACTIVE MATERIALS OR WASTES EXPLOSIVES OR N EXISTING RETAIL SIZE 19,718 S F. FLAMMABLE MATERIALS TO BE USED OR PRODUCED N o PROPOSED RETAIL SIZE 8.198 S.F. ON -SITE, n Z TOTAL BLDG AREA 67.843 S.F. 3, OTHER THAN EMISSIONS FROM VEHICULAR TRAFFIC f' t STANDARD SPACES ON-SITE, NO SMOG DUSTS, PARTICULATE MATTER, .. = 5 SPACES ... . - ..._._ _ ... -, -_ ._ 007t) POLLUTION 0 THE AIR PRODUCED ON p ...- ...... _- _ ..... .. ....... ... CART CORRALS A 116 SPACES - £:, :[ ......... -- -- - -. -. ...... PARKING FOR OTHERS 727 SPACES _ 4. NOXIOUS OR ODOROUS GASES OR OTHER TOTAL PARKING SPACES PROVIDED 010 z LINES WILL NOT EXCEED PRE DEVELOPMENT SITE POST DEVELOPMENT NOISE LEVELS AT THE PROJECT EXISTING WATER RATIO 500 / 1,000 S.F. TM v TOTAL SITE RATIO R 4.70 / 1,001) S.F. 5. NO MANUFACTURING, PRODUCTION, PROCESSING OR OTHER 4 o Z 0 40 80 SHOPPING SCALE AS SHOWN WAL -MART RATIO 4.81 / 1,000 S.F. INDUSTRIAL ACTINTIES WILL TAKE PLACE ON -SITE o o 1 a:.....x. EXISTING RATIO 4 0 .,,, ... " "......... D S.F. CENTER 9 / S. ALL WORK AN 5 100 D MATRIALS SHALL COMPLY WITH ALL OVERALL PROJECT OvFrreli NOTES: COUNTY REGULATIONS AND CODES AND O.S.H.A Ld SOUTH DRIVE PROPRTY IJNE 70' LANDSCAPE 1. ALL CALCULATIONS BASED ON 7OTt.L GROSS SQUARE FOOTAGE STANDARDS. Er ......................... < a V REQUIRED SET13ACC "BUFFER °" "' ' ° OF BUILDING. (COUNT INCLUDES ACCESSIBLE SPACES AND 7 CONTRACTOR a I - USED BY CART CORRALS). PLAN R EXACT LOCATIONS AND DIMENSIONS OF SPACES U o 2. WAL MART PREFERRED PARKING SPACES .0 1 DDO / 5 S. S EXIT PORCHES o 3 WAL -MART MINIMUM PARKING SPACES (4.8 SP/1 000 S.F.); F) TRUCK OCKS, PRECISE BUILDINGWDIMEN90NS. AND w ? - j .... ............................... .... ........`_ - . , ...�:. ....._ " "._._.. -... SPACES (5.0/1.000 S.F.) EXACT BUILDING UTILITY ENTRANCE LOCATIONS. .. z _._.... PROPOSED CHAIN LINK FENCE - 3. - OF ..................... ........ ..... ...._... ........... :,_.__:,.. .,:_. _.. ... ...S-B9�729 °.E. "..965.90' -(Fj ....... B. ALL „- ,........,..M,,., PARKING FLEXIBLE DEVELOPMENT STANDARDS WITH CURSED ISLANDS SHALL BE LANDSCAPED. :a: >> I PARKING STUDY JUSTIFICATION. ri o cs __ _ __...... 4 9. N1 CURBED RADII ARE TO BE 10' AND 3', UNLESS Z I, ? 1.52' EXISTING Z . NUMBER OF ACCESSIBLE SPACES (10) EXCEEDS CITY `'s! [_._... ............ .< -- _ REQUIREMENTS 6 SPACES FOR 200 SPACES REQUIRED). OTHERWISE NO o ,< s'• ' n'� - - - - w '" 5. PARKING SHOWN CONTAINS 90' do 45' PARKING SPACES. O7H TED V m > (S. 10. ALL DIMENSIONS AND RADII ARE TO THE FACE OF CURB, 708 39 I :. } f` I _ UNLESS OTHERWISE NOTED. TYPICAL DIMENSIONS-90' 24' 11 - c m ii - / RE EM THIN CONSTRUCTION LIMITS. ARE N - e m TO BE S NDONED, OVED, OR RELOCATED AS E p n O EXISTING .. ; i NECESSARY. ALL COST - E M °o -) DEPTH: 18.0' ONE-WAY AISLES: N A 10 SHALL BE INCLUDED IN BASE BID. - -- q -�mo TYPICAL DIMEN5 NS-45' PARKING: p U a EXISTING a EXISTING POND WIDTH: 9.5' TWO-WAY N9 ES N/A 12. SITE BOUNDARY, TOPOGRAPHY. unurY, AND ROAD_ = y ° ' o _ -, _ DEPTH. 19.5 ONE -WAY ISLES. 13 A < °o a »,. > 00 S _ IN BY D -i '� •RESTAURANT ... .. - ...._ _ .. _. V4 R25'H SURVEYINGOIAND ENGINERING. CYDATED OCTOBER 1, ¢ U z e „ . ...... ............ STIN 2006 »- SITE DATA - :. EXI nNG 6; s 'i G :. E G 5' SIDEWALK [ i ro 9 !? - 7 Y cc Z m o RAMPS TO BE S90'00 6' (N) MEET MODIFIED n ( 0'00 Oy DEVELOPERS A RETAINED AREA 383 AC 3 ALL MONUMENT SIGN SHALL BE SIGNAGE SHALL E PART' OF THE MASTER SIGNS o = o 10 (T�•) 7HiS�CC- PROGRAM = `� o N n ' R INDEX 1304 _(TYP / TOTAL a ;. R1 W ' 12' WIDE DBL DEMISING LINE ¢ I x ' a " ° I BETWEEN WAL -MART THE GROUND WATER o °o I -q SWING GATE E w 2 24' 14 23 ® I FOR MAINTENANCE 14. TABLES AT THE POND REFER TO THE M a W T €€ n� \ AND SELLER WATER TABLE ELEVATION DURING THE WET r ' ---- ', - - -- €- - I - RETAINED PROPERTY PARCEL ID NUMBER: 022915000003700700 SREASON W '� a "� a - -Q- ° o o ACCESS TO R60' x . -. i. ? .. p 3v400: n u m„ „ I o POND 022915000003700500 o 3 LAND USE CLASSIFICATION: GG 15. REFER TO ARCHITECTURAL PLANS FOR STE LIGHTING o 3 i 100`0 TRUCK _� " c 3 i y i i + t g `: ;: ., I `• _ g- � ZONING CLASSIFICATION: CG ELECTRICAL PLAN. .` w E , '. 41)0 c, LOCAL JURISDICTION: CATION CITY OF CLEARWATER Oa o } TURN AROUND I OVERALL PROJECT 11 V400 142.06' FLOOD ZONE CLASSIFICATION: ZONE X 16. REFER TO MANUAL ON UNIFORM TRAFFIC CONTROL n x 1 ..__ ' n FIRM MAP NO 12103CO107H OR DETAILS OF STANDARD ^ a a PROPERTY LINE a of SIGNS. ° 18' <: DEVICES LATEST EDITION) F ° - N -00,001E MINIMUM SETBACK TRAFFIC CONTROLS . R35' 1 p079• (S) t A REQ'D: SIDE: V -10' FRONT 25' 15' FOR PARKING 77. CONCRETE JOINTING AND FILLERS TO BE COMPLETED PER i ..................:... ( ) w .: ;:.. • i i S g97Y98 E i5LT01'` _> ; __- REAR: 10' -20' DETAIL (TYPICAL OF ALL EXTERIOR CONCRETE EXCLUSIVE a m 2�' ;SITE PROPQSED RETAIL' > . .. .�._� .... q- - - ? - -- ` '✓ OF ARCHITECTURAL CONCRETE) z TRIANGLES -. SFCpPS (8,197 ' t).' - d 18. APPLICANT HAS BEEN INFORMED REGARDING SECTION JOEL LANE N ooT 7 W R15 I I 1 8 a•• BANK MALL BE PAINTED WITH o 2 LANE DIVIDED r 32.20' ).- __..,.. -,., I a ` •--° ''"''L..TRASH COMPACTOR ',HV IJO j ,,. - COMMUNITY G SIMILAR COLOR AS PROPOSED - ti fl . -�,` DEVELOPMENT CODE CITY OF CLEARWATR J Q rn ASPHALT FTOTiDPJAY : - -.�� -- WAL -MART AND SHOPPING •- = `t ' , > AD TO BE SCRRfI w ¢ F Ln s �pB DELIVERY DOCK. 3 1509.8.71 OF THE G Z y N R38' CENTER. RID' !J ' 9 ALL U - -.'$ SEE BUILDING E TO BE P UNDERGROUND. z c0 G V 400 (TYP) f y T ELEVATION SHEETS. I XX1 ?` .. w 3 25 MINIMUM € - I 20. REMAINNGE HOPS TO BE UPGRADED PRIOR TO D a MRgAI SETBACK FOUNDAMIN 3 z o i i CERTIFICATE OF OCCUPANCY. ° EXISTING FULL : R : I [ [ LANDSCAf�ING I I - > • ( I _ r ACCESS DRIVEWAY SRI 21. of w ¢ o a. ... , ?. *a ! SIDEWALKS : t i , i i i € BV400 i !' SHALL HAVE M.�,. p - ? TRUNCATED SPECIFIED N INDEX NO. 304 2006 :.`. 0 0 V400 1 CK € ` PROPERTY LINE oQ U g11n�__C ?I D{CK j 1 a FDOT STANDARDS. w Y 3 ,• $sD$D'4a 2 z.f2' CtiJ - f T�'� v,::,2 �• I F N EXISTING -- - -.B.A..N. K . .. - I .. . s - - - - - n - - - FXISTIN r 22. FENCES d SIGNS SHALL REQUIRE A SEPARATE PERMIT. O > O r SITE DATA TABLE Z m EXISTING REQUIRED PROPOSED Land area In sq.fL and acres 339,768 sq.ft. (7.80 acres) o 339,768 Sq. ft. (7.80 acres) No. of EXISTING dwelling units 0 y 0 No. of PROPOSED dwelling units 0 W 0 Grose floor area dedicated to each use 77,989 sq.fL Commercial U 67,801 eq.ft. Commercial Parking spaces 386 339 318 Total pawl area 181,061 SO. FT. 198,557 SO. FT. (58X) Dff vial records book and page numbers of all existing utility easements SEE SURVEY PENDING Building and structure heights 21.1 tL (Winn Dixie) 25 -35 ft. 35 ft. Impermeable surface ratio (I.S.R.) 0.847 0.90 0.79 Flow area ratio (F.A.R.) for all non - residential use& 0.23 0.55 (max.) 0.20 Z m m m U) W o Q z z y Q VI Q W N O O U Z Q J IL LU VJ REFER TO SIGNAGE GENERAL NOTES FOR ADDITIONAL REQUIREMENTS. PRIOR TO PERFORMING THIS WORK, VERIFY EXISTING SUBSTRATE MATERIAL. IF EXISTING SUBSTRATE IS CMU OR PLYWOOD (5/8" OR THICKER), SUBSTRATE REPLACEMENT IS NOT REQ'D MOUNTING HOLE PATTERNS FOR NON- ILLUMINATED SIGN INSTALLATION PLASTIC MOUNT FOR ALL - THREAD STUD, TYP INSTALL 1/8" DIA ALL - THREAD STUDS INTO PLASTIC MOUNTSM, TYP 3/8" CIA HOLE FILLED WITH ADHESIVE SEALANT, TYP PLASTIC NON- ILLUMINATED ' CHANNEL LETTER r i "ADHESIVE SEALANT" IS TO i i BE PRODUCT LN -950 BY i LIQUID NAILS OR SIMILAR POLYURETHANE CONSTRUCTION ADHESIVE, MEETING ASTM i i EXISTING FRAMING D3498 AND C557 STANDARDS, EXTERIOR APPLICATION, t l WEATHER RESISTANT, LOW VOC, WITH A MINIMUM SHEAR STRENGTH OF 250 PSI SIGN ATTACHMENT AT EIFS 9 AND DMETALa \STUDifSWALL ^IN 0 0 1 'II I 1 2.34 SQ.FT. C) J aa} Fr 0 8 SIGNAGE oD21 -OD5b oa o I 1 E3.24 SQ.FT. rn J ar f r v 7 SI GNA GE a021 -DDSs NOTE TO SIGN INSTALLER: ALL PRIMARY MOUNTING HOLES MUST BE UTILIZED. IF MOUNTING THROUGH PRIMARY HOLE IS OBSTRUCTED BY REBAR, METAL STUDS, CHANNELS, OR OTHER MISC METAL, SEAL PRIMARY HOLE IN SIGN CAN AND MOUNT THROUGH THE NEAREST ALTERNATE MOUNTING HOLE. PRIMARY HOLES ARE INDICATED WITH PREDRILLED HOLES THROUGH WASHERS. ALTERNATE HOLES ARE INDICATED WITH WASHERS ONLY OR ARE OTHERWISE MARKED. ELECTRICAL PENETRATIONS. FIELD -+ VERIFY EXACT LOCATIONS TYP r . W ® SIGN MOUNTING LOCATIONS. • FIELD VERIFY EXACT •° • • LOCATIONS TYP OILREF BLDG EL ' Q °• ' Q °' c/�J/[/��� BO SIGN LS�J ALTERNATE SIGN MOUNTING 11 V e 1 g IJ ll bO oO h o o Ha0 Vike IUBI®OOPPa�fII LOCATIONS. FIELD VERIFY t�J EXACT LOCATIONS TYP 23' -1138 " 18' -4$" 112" 4' -68" 3' -0" 13'- 7" 0 _ v>m I _R W ---- ----------- -- ~---- -- - --� l I N Pharm ey 0 19' -3" I L. 1 1 �1'- � a t nm `m ------------ - -- - -- ------------------ - - - a- - ----- -- - - -� a ° • 199.88 SF Tiarmac� eve -if�r� �Dr1v� -T _ r_� - - - - -- N Market J -------------------- - - - - - -- --------------- - - - - -' 62.68 S.F. a' 39.90 SQ.FT. J 6 SIGN A G E C \A021- 002 -P -o1Y rJ SIGN AGE a021 -003 4" SIGN AGE C \A021- 001- WM_5 -6 NEW SIGN, REF DETAIL 6, 2 SIDE ELEVATION V-10'-O" 012706 a020-002-F NEW SIGN, REF DETAIL 8 W -8" 3 SIDE ELEVATION 1"-10'-0" 102805 o02O-OO4-F NEW SIGN, FRONT ELEVADTION pb2 hitecture gineering 2809 Ajax Avenue Suite 100 Rogers Arkansas 72758 Phone: 479.636.3545 Fax: 479.636.1209 Architect of Record William Douglas Hurley Florida license No. AR91919 Architect Business llc No. AA26DOD940 �a s� % 0 Qi 0 Q 00 0 ".4 LID O w Z H LLI d Of O 0 N Qi r� U CHECKED BY: JS /JT DRAWN BY: ®S PROTO: EXTR. COLOR DOCUMENT DATE: 031816 EXTERIOR DETAILS AND SIGNAGE SHEET: A2.1 REFER TO SIGNAGE GENERAL NOTES FOR ADDITIONAL REQUIREMENTS. PRIOR TO PERFORMING THIS WORK, VERIFY EXISTING SUBSTRATE MATERIAL. IF EXISTING SUBSTRATE IS CMU OR PLYWOOD (5/8" OR THICKER), SUBSTRATE REPLACEMENT IS NOT REQ'D 1 I MOUNTING HOLE PATTERNS ` I FOR NON- ILLUMINATED SIGN INSTALLATION 1 I t I I I r I PLASTIC MOUNT FOR ALL- THREAD STUD, ` TYP r I I I 1 I I I I I r I INSTALL 1/8" DIA r ALL- THREAD STUDS f INTO PLASTIC r I MOUNTSM, TYP I I I I r I r I r I I I 318" DIA HOLE FILLED V) r i WITH ADHESIVE ¢ r I SEALANT, TYP r I PLASTIC NON- ILLUMINATED r CHANNEL LETTER I I I r I r I "ADHESIVE SEALANT" IS TO BE PRODUCT LN -950 BY LIQUID NAILS OR SIMILAR POLYURETHANE CONSTRUCTION ADHESIVE, MEETING ASTM D3498 AND C557 STANDARDS, r I EXTERIOR APPLICATION, WEATHER RESISTANT, LOW VOC, WITH A MINIMUM SHEAR r i STRENGTH OF 250 PSI r EXISTING FRAMING SIGN ATTACHMENT AT EIFS " 113012 9 AND G METAL aSTUDifs WALL SIN 0 C Ek 12.34 SQ.FT. 00 J as H 0 �6� SIGNAGE a021 -0056 3' -2A" Ala 0 0 I. E - WL 3.24 SQ.FT. W J a rr a SIGNAGEaD2, -DDSa SIC N V N EXISTING ENTRY (SIGNAGE 143.93 SF) EXISTING DRIVE —THRU PHARMACY FRONT (SIGNAGE 34.72 SF) EXISTING DRIVE —THRU PHARMACY SIDE /REAR (SIGNAGE 56.38.93 SF) N° harmacy as 39.90 SQ.FT, SIGNAGE o C6) — /4" = 1' —O° C \,1021- 002 —P-12 NEW SIGN, R - -F DETAIL 6, CENTER HOR17ONTALLY — 2 SIDE ELEVATION V=10'-O" 012706 a02O-OO2-F 13' -7" I. ° hh rm 0 I r MIOp I N I I r a r i ------ c__ y Drive-T_hr-u------- 62.68 S.F. SIG N A G E a021 -003 NEW SIGN, 188 SF DTP _DING WALL Rear Wall Area AREA 4439 SF — \ SIDE ELEVATION 1"= 10' -0" 102805 c02O -004 -F NEW SIGN, EXISTING SIGNAGE SCHEDULE I NEW SIGNAGE SCHEDULE INDIVIDUAL INDIVIDUAL SIGNAGE LOCATION QTY LIGHTED COLOR SIZE AREA TOTAL AREA SIGNAGE LOCATION QTY LIGHTED COLOR SIZE AREA TOTAL ARE FRONT SIGNAGE ronniT cinnnnr Pharmacy 1 INITERNAL GREEN 2' -0" 24.00 SF 24.00 SF SPARK 1 LED YELLOW 7 -10" 199.88 SF 199.88 SF Open 24 Hours 1 INTERNA GREEN 1 V -6" 1 24.001 SF 24.00 SF 24 HR BUTTON 1 1 LED RED PHARMACY 1 NO WHITE 4' -7 3/8" 62.68 SF 62.68 SF TOTAL FRONT SIGNAGE 157.47 SF DRIVE -THRU -> 1 No WHITE „,�� NOTE TO SIGN INSTALLER: INltrav�L UrcLLN 2 -U 5U.UU Sh 30.00 SF SIDE SIIGNAGE OTHER MISC METAL, SEAL PRIMARY HOLE IN SIGN CAN AND MOUNT THROUGH THE NEAREST ALTERNATE MOUNTING HOLE. PRIMARY HOLES ARE INDICATED WITH PREDRILLED HOLES THROUGH WASHERS. ALTERNATE ELECTRICAL PENETRATIONS, FIELD HOLES ARE INDICATED WITH WASHERS ONLY OR ARE OTHERWISE MARKED. UV � w0� ar J a VERIFY EXACT LOCATIONS TYP SIGN MOUNTING LOCATIONS. Drive —Thru Pharmacy 1 INTERNAL GREEN 1' -6 4.751 SF 1 24.75 SF PHARMACY DRIVE-THRUI 1 i NO WHITE 2' -0 7/8" 1 39.90 SF 39.90 SF TOTAL SIDE SIGNAGE BO SIGN 54.75 SF DIRECTIONAL SIGNAGE ALTERNATE SIGN MOUNTING He� O tJ L1bOIJ ho0L.1 LOCATIONS. FIELD VERIFY DIRECTIONAL SIGNAGE ENTER 1 NO WHITE 1' -O" 3.24 SF 3.24 SF Enter 1 INTERNA GREEN 9" 2.28 SF 2.28 SF EXIT 1 NO WHITE i' -0" 2.34 SF 2.34 SF Exit 1 INIFRNN GRFFN o" t a-c cr as cr AL SIGNAGE SIGNAGE LL TOTAL BU SIGNAGE GENERAL NOTES 1. SIIGNAGE FURNISHED BY WAL -MART AND INSTALLED BY OTHERS. A. REMOVE EXISTING EXTERIOR BUILDING SIGNAGE. S. REVIEW EXISTING CONSTRUCTION WHERE SIGN(S) WILL BE INSTALLED. IF EXISTING CONDITIONS DO NOT MATCH SIGN ATTACHMENT DETAILS SHOWN, NOTE DIFFERENCES IN CONSTRUCTION, INCLUDING DIMENSIONS, AND INCLUDE PHOTOGRAPHS FOR CLARIFICATION. C. PROVIDE SUBSTRATE SUITABLE FOR INSTALLATION OF SIGNAGE. REFER TO DETAILS ON THIS SHEET. D. PROVIDE JUNCTION BOXES AND CIRCUITRY TO NEW "Wolmort" and "spark" SIGNAGE. EXISTING (8) BOXES FROM "WAL*MART" SIGNAGE MAY BE REUSED. E. VERIFY VOLTAGE AT CIRCUITS FEEDING LIGHTED SIGNAGE. F. MAKE FINAL TERMINATIONS ON LIGHTED SIGNAGE. G. FURNISH SPECIFIED CONDUIT FOR LIGHTED SIGNAGE. H. MAKE REQUIRED EXTERIOR WALL PENETRATIONS, INSTALL CONDUIT, AND SEAL PENETRATIONS. I. INSTALL SIGNAGE PER DETAILS ON THIS SHEET. J. REUSE EXISTING SIGNAGE CIRCUIT. EXTEND CIRCUITRY TO NEW CONNECTIONS USIING SAME SIZE WIRE AND CONDUIT. REUSE ALL CONTROLS ASSOCIATED WITH THE CIRCUIT. K. REFACE SIGN PANEL ON DEVELOPMENT SIGN WITH CURRENT BRAND. L. PAINT DEVELOPMENT SIGN TO MATCH BUILDING. PAINT METAL ON DEVELOPMENT SIGN TO MATCH DURANODIC BRONZE. EXTERIIOR SIGN POWER: MOUNT JUNCTION BOX(ES) TO WALL IN CEILING SPACE', 6" BELOW BOTTOM CHORD OF BAR JOIST, UNLESS NOTED OTHERWISE. COORDINATE LOCATION OF ACCESS DOORS AND PROVIDE FINAL POWER TERMINATIONS. WHERE ELECTRICAL CONNECTIONS FOR SIGNAGE OCCUR ABOVE ROOF LINE, PROVIDE UNISTRUT TO MOUNT JUNCTION BOXES TO BACK SIDE OF PARAPET AND PROVIDE ONLY ONE PENETRATION THROUGH THE ROOF. TOGGLE SWITCH PROVIDED WITH SIGN. I „•, r I r., 23' -11$" 8 -4$" 112„ 4, -67„ 3, -O„ ,.yQ - - - --- _ _ 0 I Z nl� 33' _ O„ I 4 V �� { 8 r I r i Iil ill i r l 1 tp' I,i it p I ICN Yd • ...___ __J i In I � '�1 �i .199.88 SF 4 SIGN AGE C \AO21- 001- W1 _5 -6 277' -6" 6319 SF Frond Building Wall Are:; 0 FRONT E L E VA TI 0 N 1093 SF Entry Facade Wall Area 925 SF Detail Facade Wall Area 186 SF DTP Front Wall Area 10' -0" 052606 0020 -001-F 2 architecture +engineering 2809 Alm Avenue Suite 100 Rogan Arkansas 72758 Phone: 479.636.3545 Fax 479.636.1209 Architect of Record Williarr Douglas Hurley Florida License No. AR91919 Architect Business Lic No. AA26000940 hy4w5'do a X- 56 NIS 5X oos�d�G�wG�w�G� ';oar °g NOTE TO SIGN INSTALLER: as C=) C= ALL PRIMARY MOUNTING HOLES MUST B TI 17FD. IF MOUNTING THROUGH 00 ~ PRIMARY HOLE IS OBSTRUCTED BY REBAR, METAL STUDS, CHANNELS, OR OTHER MISC METAL, SEAL PRIMARY HOLE IN SIGN CAN AND MOUNT THROUGH THE NEAREST ALTERNATE MOUNTING HOLE. PRIMARY HOLES ARE INDICATED WITH PREDRILLED HOLES THROUGH WASHERS. ALTERNATE ELECTRICAL PENETRATIONS, FIELD HOLES ARE INDICATED WITH WASHERS ONLY OR ARE OTHERWISE MARKED. UV � w0� ar J a VERIFY EXACT LOCATIONS TYP SIGN MOUNTING LOCATIONS. � r F w ° FIELD VERIFY EXACT �• O + • �• LOCATIONS TYP REF BLDG EL °• •Q <• BO SIGN ALTERNATE SIGN MOUNTING He� O tJ L1bOIJ ho0L.1 LOCATIONS. FIELD VERIFY EXACT LOCATIONS TYP LL TOTAL BU SIGNAGE GENERAL NOTES 1. SIIGNAGE FURNISHED BY WAL -MART AND INSTALLED BY OTHERS. A. REMOVE EXISTING EXTERIOR BUILDING SIGNAGE. S. REVIEW EXISTING CONSTRUCTION WHERE SIGN(S) WILL BE INSTALLED. IF EXISTING CONDITIONS DO NOT MATCH SIGN ATTACHMENT DETAILS SHOWN, NOTE DIFFERENCES IN CONSTRUCTION, INCLUDING DIMENSIONS, AND INCLUDE PHOTOGRAPHS FOR CLARIFICATION. C. PROVIDE SUBSTRATE SUITABLE FOR INSTALLATION OF SIGNAGE. REFER TO DETAILS ON THIS SHEET. D. PROVIDE JUNCTION BOXES AND CIRCUITRY TO NEW "Wolmort" and "spark" SIGNAGE. EXISTING (8) BOXES FROM "WAL*MART" SIGNAGE MAY BE REUSED. E. VERIFY VOLTAGE AT CIRCUITS FEEDING LIGHTED SIGNAGE. F. MAKE FINAL TERMINATIONS ON LIGHTED SIGNAGE. G. FURNISH SPECIFIED CONDUIT FOR LIGHTED SIGNAGE. H. MAKE REQUIRED EXTERIOR WALL PENETRATIONS, INSTALL CONDUIT, AND SEAL PENETRATIONS. I. INSTALL SIGNAGE PER DETAILS ON THIS SHEET. J. REUSE EXISTING SIGNAGE CIRCUIT. EXTEND CIRCUITRY TO NEW CONNECTIONS USIING SAME SIZE WIRE AND CONDUIT. REUSE ALL CONTROLS ASSOCIATED WITH THE CIRCUIT. K. REFACE SIGN PANEL ON DEVELOPMENT SIGN WITH CURRENT BRAND. L. PAINT DEVELOPMENT SIGN TO MATCH BUILDING. PAINT METAL ON DEVELOPMENT SIGN TO MATCH DURANODIC BRONZE. EXTERIIOR SIGN POWER: MOUNT JUNCTION BOX(ES) TO WALL IN CEILING SPACE', 6" BELOW BOTTOM CHORD OF BAR JOIST, UNLESS NOTED OTHERWISE. COORDINATE LOCATION OF ACCESS DOORS AND PROVIDE FINAL POWER TERMINATIONS. WHERE ELECTRICAL CONNECTIONS FOR SIGNAGE OCCUR ABOVE ROOF LINE, PROVIDE UNISTRUT TO MOUNT JUNCTION BOXES TO BACK SIDE OF PARAPET AND PROVIDE ONLY ONE PENETRATION THROUGH THE ROOF. TOGGLE SWITCH PROVIDED WITH SIGN. I „•, r I r., 23' -11$" 8 -4$" 112„ 4, -67„ 3, -O„ ,.yQ - - - --- _ _ 0 I Z nl� 33' _ O„ I 4 V �� { 8 r I r i Iil ill i r l 1 tp' I,i it p I ICN Yd • ...___ __J i In I � '�1 �i .199.88 SF 4 SIGN AGE C \AO21- 001- W1 _5 -6 277' -6" 6319 SF Frond Building Wall Are:; 0 FRONT E L E VA TI 0 N 1093 SF Entry Facade Wall Area 925 SF Detail Facade Wall Area 186 SF DTP Front Wall Area 10' -0" 052606 0020 -001-F 2 architecture +engineering 2809 Alm Avenue Suite 100 Rogan Arkansas 72758 Phone: 479.636.3545 Fax 479.636.1209 Architect of Record Williarr Douglas Hurley Florida License No. AR91919 Architect Business Lic No. AA26000940 hy4w5'do a X- 56 NIS 5X oos�d�G�wG�w�G� ';oar °g J0 ISSUE BLOCK —I CHECKED BY: JS /JT DRAWN BY: as C=) C= a 00 ~ o UV � w0� W E-� w � ra O o z J0 ISSUE BLOCK —I CHECKED BY: JS /JT DRAWN BY: as PROTO: EXTR. COLOR DOCUMENT DATE: 031816 EXTERIOR DETAILS AND SIGNAGE SHEET: A2.1 I