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1221 Mayport Rd SIGN18-0005 sign permitMAP SHOWING BOUNDAR Y S UR EY OF LEGAL DESCRIPTION AS CONTAINED IN THAT TITLE COMMITMENT, PREPARED B OLD REPUBLIC NATIONAL 77TLE INSURANCE COMPANY, FUND FILE No. 303950 Al, WITH AN E ECTIVE DATE OF APRIL 19, 2016 at 11:00 P.M. PARCEL 1 A part of Tract "A," as shown on plot of Royal Palms Subdivision, Unit One 1), as recorded in Plat Book 30, pages 60 and page 60A of the current public records of Duva County, Florida, and being more particularly described as follows: Beginning at the southeast corner of Tract "A"; thence North Twenty-three (23) degrees Thirty-seven (37) minutes Thirty-th ee (33) seconds East and along the East line of Tract "A One Hundred Ninety-three and Ei hty-six Hundredths (193.86) feet, thence North Sixty-nine (69) degrees Thirty-one (31) minutes Twenty-five (25) seconds West, One Hundred Twelve and Forty-seven Hundredths (112. 47) feet to the West line of said Tract "A"; thence South seven (7) degrees Sixteen (16) minutes Zero Two (02) seconds East and along the West line of Tract: A", Two Hundred Eighteen and seven ) -one Hundredths (218. 71) feet to the point of beginning. PARCEL 2 A parcel of land lying in the Castro Y. Ferrer Grant, Section Thirty-eight (38, Township Two (2) South, Range Twent)-nine (29) East, Duval County, Florida, more particularly described as follows: For a point of beginning, commence at the point of intersection of t7e West line of Royal Palms Subdivision, Unit One (1), and the Northerly line of the Plaza, all as shown on Plat recorded in Plat Book 30, pages 60 and 60A, of the current public records f Duval County, Florida, and thence run North Eighty-five (85) degrees Thlrty-seven (37) miniteG Twenty-seven (27) seconds West along a Westerly production of said Northerly line of the Two Hundred Thirty- two and Forty-four Hundredths (232.44) feet to an int Easterly line of Moyport Road (State Road A -1-A) and thence run thence N degrees Twenty-eight (28) minutes Thirty-five (35) seconds East along sold Mayport Road (State Road A -i -A) a distance of Four Hundred and Eighty -n Hundredths (489.30) feet to an intersection with aforesaid Westerly line of R One (1), thence run South Seven (7) degrees Sixteen (16) minutes Zero Two along said Westerly line of Royal Palms, Unit No. One (1), a distance of Four Zero Four Hundredths (480. 04) feet to the point of beginning, excepting therefrom described portions: r Y Ferrer Grant Section Thfrt ei ht 38 Township Tu Apart: of the Castro y- g ( ) p Twenty-nine (29) East, Duval County, Florida, and being more particularly de: Beginning at the Southwest comer of Tract "A" as shown on plot of Royal F Unit One (1), as recorded in Plat Book 30, pages 60 and 60A, current publi, county, Florida, thence South Twenty (20) degree a Twenty-eight (28) minul seconds West and along the Easterly right of way line of State Road AIA (M Hundred Fourteen and Zero Seven Hundredths (114. 07) feet; thence South degrees Thirty-one (31) minutes Twenty-five (25) seconds East Sixty (60.0) line of the aforementioned Tract "A", thence North Seven (7) degrees Sixtee Two (02) seconds west and along said Westerly line of Tract "A", One Hundr Eighty-nine Hundredths (128 .89) feet to the point of beginning. laza a distance of section with the / \ rth Twenty (20) ?S I9l.S"�(,yFgS) asterly line of / e and Thirty yal Palms, Unit Na. / (02) seconds East O 1 Hundred Eighty and the following (V� SAID PARCEL OF LAND O� OQ+Q � 0j 1 (2) South, Range :ribed as follows: Ilms Subdivision X Duval RLY RIGHT OF WAY .records, s Thirty-five (35) y yport Road) OnetQ� xty-nine (69) O O (D tV eet to the Westerly �, %� Q (16) minutes Zero (L/ Q+ O I Twenty-eight and Q Q NJ` Beginning at the intersection of the Easterly right of way line of Mayport RD d (State Road A -I -A) with the Northerly right of way line of the Plaza and running North wenty 20 degrees twenty-eight (28) minutes Thirty-five (35) seconds East One Hundred Fifty ( 50) feet to a point; thence in an Easterly direction and perpendicular with Mayporf Road (!tate Road A -i -A) south Sixty-nine (69) degrees Thirty-one (31) minutes Twenty-five (25) seconds East One hundred Seventy -Eight (178.33) feet; thence in a Southerly direction South Seven (7) degrees Sixteen (16) feet Twelve (12) second East Ninety -Six and Sixty-five hundredt s (96 .65) feet t a point lying on the Northerly right of way line of the Plaza; thence North E hty-Five (85) degrees Thirty-seven (37) minutes Twenty-seven (27) seconds West along th Northerly right o way line of the Plaza Two Hundred Thirty-two and Forty-four hundredths (2 . art feet to the point of beginning. LEGAL DESCRIPTION OF RESIDUAL LANDS AS PREPARED BY THIS FIRM: Cb Q+ O� moo,• .; f A /�O=dry r Q V Q V mom '=�� i'.,.. i� SOUTHWEST CORNER OF / TRACT "A", ROYAL PALMS UNIT ONE PLAT BOOK 30, PAGES 60 & 60A o Exception Parcel to Title Commitment /-00 � TRACT "A" a p7 FOUND 1/2' / eco CORPORATE WARRANTY DEED iNp 1pl.E l 7� FRED LEMS, INC. to FUND P 2" (n� B&K PROPERTY MANAGEMENT & DEVELOPMENT, INC. IRON l ol. f f'rCF,onCOM,1p i v O. R. BOOK 10403, PAGE 2026 / 6 gV p 'VT 6g3 neLJ 'S679. S69 ONE, AS SHOWN ON THE CURRENT `7 J Q 0, ?S I9l.S"�(,yFgS) Q K9 /V 17 rn�Fc 60, . 11 Y. FERRER GRANT, SEC77ON 38, TOWNSHIP 2 SOUTH, RANGE 29 EAST, DUVAL BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: OUNTY, FLORIDA,, Q 3 37,713 SO, FT. or 0 0.86 ACRE, f NO (EMBRACED BY HEAVY LIN A PARCEL OF LAND, BEING A PORTION OF TRACT "A", ROYAL PALMS UNIT IN PLAT BOOK 30, PAGES 60 AND 60A, 0 / THE ONE, AS SHOWN ON THE CURRENT `7 J Q 0, THE PLAT THEREOF, AS RECORDED PUBLIC RECORDS OF SAID DUVAL COUNTY, FLORIDA; TOGETHER WITH A POR71 N OF THE CASTRO _tt ) / . 11 Y. FERRER GRANT, SEC77ON 38, TOWNSHIP 2 SOUTH, RANGE 29 EAST, DUVAL BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: OUNTY, FLORIDA,, rn� `. SAID PARCEL OF LAND OJ` POINT OF BEGINNING FOR A POINT OF REFERENCE, COMMENCE AT THE INTERSECTION OF NORTH RLY RIGHT OF WAY ^00 (G=\Q �` LEGAL PREPAf LINE OF PLAZA (AN 80 FOOT PUBLIC ROAD RIGHT OF WAY), WITH THE EASTERLY RIGHT OF WAY U C:`'r� BY THIS FIRM LINE OF MAYPORT ROAD, STATE ROAD No. AIA/101, ( A 100 FOOT PUBLIC ROAD RIGHT OF WAY, m I ///0 AS PER STATE OF FLORIDA, DEPARTMENT OF TRANSPORTATION RIGHT OF WAY MAP, SEC710N No. / Q 72230, F.P. // 2088283, SHEET 5 OF 16 SHEETS), AND RUN THENCE, NORTH 039.09" EAST, C, ALONG THE AFORESAID EASTERLY RIGHT OF WAY LINE OF MAYPORT ROAD, A DISTANCE OF 150.00FEET, o , �6 TO OF I pages 60 & 60A / rlROUN plt)/2'•. N 5 41 BOOK 10677E PAGE 298E OFNE THE CURROSE ENT PAUB�ICDRECORDSD OFNSA�D DUVAL AND THE POINT OF BEGINNING. NORTH 2039' UNTYEIAL FLOR/DAORDS / 9" EAST, A PT. I.D.) s f FROM THE POINT OF BEGINNING THUS DESCRIBED, CONTINUE DISTANCE OF 225.23 FEET, TO A POINT ON THE SOUTHERLY LINE OF THOSE L ANDS DESCRIBED / � s utw LNf rnwx AND RECORDED IN OFFICIAL RECORDS BOOK 10403, PAGE 2026 OF THE CURRENT PUBLIC POINT OF BEGINNING ` RECORDS OF SAID DUVAL COUNTY, FLORIDA, RUN THENCE, SOUTH 699915 EST, ALONG SOUTHERLY LINE OF LAST SAID LANDS, A DISTANCE OF 172.50 FEET, TO A P INT ON THE EAST LINE OF TRACT "A", AS SHOWN ON THE AFORESAID PLAT OF ROYAL PALMS UNIT ONE, AND ALSO BEING THE WEST LINE OF LOT 40, ROYAL PALMS UNIT ONE; RUN THENCE, SOUTH 23.50'45" WEST, ALONG THE WEST LINE OF LOTS 40, 41 AND 42, ROYAL PALMS UNIT ONE, (AAD ALSO BEING THE EAST LINE OF AFORESAID TRACT "A"), A DISTANCE OF 193.47 FEET, TO A P0114T OF INTERSECTION IN SAID LOT 42, ROYAL PALMS UNIT ONE; RUN THENCE, SOUTH 0643'33" EA T, ALONG THE AFORESAID WEST LINE OF LOT 42, A DISTANCE OF 35.36 FEET TO A POINT Oq THE EASTERLY EXTENSION OF THE NORTHERLY LINE OF SAID LANDS DESCRIBED AND RECORDED IN OFFICIAL RECORDS BOOK 10677, PAGE 298 OF SAID CURRENT PUBLIC RECORDS; RUN 7qENCE NORTH 6929'13" WEST, ALONG SAID EASTERLY EXTENSION, AND THEN ALONG THE NORTHERLY LINE OF SAID LANDS DESCRIBED AND RECORDED IN OFFICIAL RECORDS BOOK 10677, PAGE 298 OF SAID CURRENT PUBLIC RECORDS, A DISTANCE OF 178.18 FEET TO A POINT ON THE AFORESAID EASTERLY RIGHT OF WAY LINE OF MAYPORT ROAD, STATE ROAD No. AIA/101, AND THE POINT OF BEGINNING. SURVEYOR'S COMMENTS REGARDING THE SCHEDULE B -II HEMS SHOWN IN THE 77T COMMITMENT REFERENCED ABOVE: 6. EASEMENT RESERVED IN INSTRUMENT RECORDED IN OFFICIAL RECORDS BOOK 1073, PAGE 50, PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. 6. THIS INSTRUMENT AFFECTS ONLY i E LOTS RECORDED IN THE PLAT OF ROYAL P LMS UNIT ONE, AND THE EASEMENTS RESERVED INS CIION 13, ONLY AFFECTS LOTS, AND THE COVENANTS RESTR'C ONS, CONDITIONS. RESERVATIONS AND PRI LEGAS ONLY WITH TITLE TO THIS LAND EXPIRED IN JANUARY I, 1990, PER THE FIRST PARAGRAPH. , B. UTIUTIES EASEMENT BY THE CITY OF ATLANTIC 6. THIS EASEMENT IS GRAPHICALLY OWN ON THE BEACH RECORDED IN OFFICIAL RECORDS BOOK 1400, FACE OF THIS SURVEY, AND DOES A ECT THE PAGE 493, PUBUC RECORDS OF DUVAL COUNTY, SUBJECT PROPERTY. FLORIDA (PARCEL 2). PAR TITLE E 0 30 60 mmni 6RAFH1G 5'A E 66ALE: I" = 3d PARCEL 2 of TITLE COMMITMENT 39 / FOUND 1/2' DPY. ivtny �l IRON PI E ((NOj 26 I.O. a ry/ Pr 185 (MEAS.) FOUND 1/2' \ \ Owga . 11 IRON PIPPE PT. \ /hNo rn� /N Exception Parcel to Title Commitment <Q ? , 1 " Kr ro Yom/, w I I X FOUND 5/8' REHAR tj n W I O m I i40 D w'/+aAo _: �4, p^ rrlee aJsr F7/2" O N . A N n ROD 0 ' IROOUN PIPEND (NO LD.1 Aaxxro, �lIv PT. ¢' 204 m I ///0 '� No. 805 -PERPETUAL EASEMENT O ^ I �, ROYAL\ PALMS C, UNIT GIVE , o"� o Plat Book 30, I U)" POINT OF BEGINNING pages 60 & 60A N 85;372]' w - - _ N 5 41 TITLE COMMITMENT / Pj� 15' WIDE UNOBSTRUCTED EASEMENT FOR U71U77ES PURPOSES ONLY, AS �! 1 ted• PER OFFICIAL RECORDS BOOK 1400, PACE 493 / � s utw LNf rnwx POINT OF BEGINNING _ 1j8 o$' ?e -� �� /per e�K X26 pAakcepY pq6 j I 6 Nary^O L,T� F?3e•ZF7 %3 J �aQ The Castro Y. Ferrer Grant, Section 38, Twp. 2 S., Rng, 29 E S r3 �ry / Js SPECIAL WARRANTY DEED swr® TITLE COMMITMENT PAROEL 1 rare n- ivtny �l FOUND 1 2' I(RON PI E a ry/ Pr 185 (MEAS.) I I I S 06°4333"E 42 . 11 35.56' r: `raIlTv $ S h bQ BP PRODUCTS NORTH AMERICA, INC. to GIANT JACKSONVILLE LLC M a ry/ O.R. BOOK 10672 PAGE 298 SITE 60268, 1211 MAYPORT ROAD N I I 11 rn� /N Exception Parcel to Title Commitment <Q ? I w I I X FOUND 5/8' REHAR n W I t W ww 43 FL l { pPT.. DOT ORDER OF TAKING STATE OF FLORIDA, O N i / DEPARTMENT OF TRANSPORTATION tt RK PROPERTIES, LLO m I N I PARCEL g / No. 805 -PERPETUAL EASEMENT O ^ I too U 'SOF C, I. �ND 57s' - - _ _ I U)" POINT OF BEGINNING Or Pi. J N 85;372]' w - - _ TITLE COMMITMENT / Pj� (TITLE COMMITMENT EXCEPTION PA[7CE 2.44' ENT LAZA PARCEL 2J NOpn ERLY R/W�INf OF UZA i 6 U- Vl W <� Z N ZtD 93 F rr� �N•5 N �� NN ¢N NZ�I W 7-N Ul N 6J QNN IL r - N� WJJ NN FRE NO, 1709181.pit 11/17/2017 4:08:57 PM F- WO* 1 A 0 f La, �,O�k 0� Sign "A" - Wireframe Dra Park Wireless -Boost Mobile 1241 Mayport Rd. Atlantic Beach,FL 32333 SIGN SPECS. FACE COLORS: WHITE VINYL COLORS: ORANGE RETURNS: BLACK TRIM CAP: BLACK LE,D, COLOR: WHITE FASCIA COLOR: A dedicated 20 Amp sign circuit must be provided to the fascia where the sign f P will be installed for electrical connect. Existing Front Building E tl1 38 1/8" SizesCor Engineering & True a.0.• 16 SQ. FT. 19' 7" Frontage tion Imposed nt-ermational Signs 714 Commerc e Circle &�Ll -htin ,Inc. Longwood' FL. 32750 g g Sales - 407- 32.9663 Service - 407 332.1787 @L FULL SERV/CE SIGNS Fax - 407.3 2.9183 1709181 PROJECT NAME: Park Wireless — Boost Mobile ADDRESS: 1241 Mayport Rd. CITY/STATE: Atlantic Beach,FL 32333 Scale: 1:18.92 Length: 185.341 Height: 314.150 in SIG 66A6' OFFICE COPY MANUFACTURE AND INSTALL ONE SET OF CHANNEL LETTERS WITH WHITE FACES, BLACK RETURNS AND 1" BLACK JEWELITE, WITH WHITE FACE AND HALO LIGHTING. SALES PERSON: DESIGN DATE: 11/17/17 DRAWN BY: MICHAEL J. BERG 1 REO/ISI®N D/ -!TE 011=SCRIPTIC311`4 L.E.D. ILLUMINATED CHANNEL LETTERS FRONT AND REVERSE HALO LIT P12 VOLT L.E.Q. ROUTED BLACKACM .063 ALUMINUM RETURNS CUSTOM FRAME #9 TECH SCREWS EVERY 8" —� 2" - MOUNT �® 1" TRIM CAP RAC EVVAY LOW VOLTAGE L.E.D. 3116" CLEAR POLYCARB PLASTIC BACKING POWER LIMITED CIRCUIT CABLE (LOW VOLTAGE WIRE) THROUGH PLASTIC SNAP IN BUSHING 120V 120AMP HOMERUN 120V TO 12V STEP DOWN TRANSFORMER 114"-20 ALL THREAD THROUGH BOLTED PHOTO CELL DISCONNECT SWITCH 120V 120A n 114" DRAIN HOLES 5 ON BOTTOM OF LETTERS AS NECESSARY TO ALLOW PROPER DRAINAGE ELECTRICAL INFORMATION ALL ELECTRICAL COMPONENTS ARE U/LLISTED THIS SIGN IS INTENDED TO BE INSTALLED IN SIGN GROUNDED ACCORDII NEC2S0 ACCORDANCE WITH THE REQUIREMENTS OF - QTY. I TRANSFORMER TYP AMPS TAL ARTICLE 600 OF THE NATIONAL ELECTRICAL TO CODE 2011 AND/OR OTHER APPLICABLE LOCAL CODES. THIS INCLUDES PROPER GROUNDING AND BONDING OF THE SIGN. CIRCUIT # Customer Name Ince ri„ational Signs 714 Longwood, CorrornerFLL.. 2750 Lircle ghting, 111C. Sales - 407.332.9663 Address Service - 407 .332.1787 (9(9"'.SERVICE SIGNS Fax - 407.332.9183 Permit # Date APPROVED BY - 0 m THIS IS AN ORIGINAL UNPUBLISHED DRAWING CREATED BY: INTERNATIONAL SIGNS & LIGHTING, INC., FOR YOUR PERSONAL USE IN CONNECTION WITH A SIGN PROJECT, BETWEEN YOU & OUR COMPANY, AND NOT TO BE USED OR SHOWN TO ANYONE - NOT TO BE REPRODUCED OR COPIED BY ANYONE., Thank You. DENOTES ANGLE 2"X2"X1 /8" FRAME TYP 16 1 PRE- NG'RED RACEWAY 19'7" ARCHITECT SCALE: NOT TO SCALE 3 EQUAL SPACES 38 118" SIGN ELEVATION SCALE: 1/4" = V-0" PROPOSED SIGN LOCATION ge RAL ELEVATION PRE-ENG'RED CHANNEL LETTERS OVER RACEWAY TYP S EAL: REVIEWED FOR CODE COMPLIANCE CITY OF ATLANTIC BEACH SEE PERMITS FOR ADDITIONAL REQUIREMENTS AND CONDITIONS REVIEWED BY:__Z2])�-- DATE: _`2. 0) NOTES: 1. DESIGN WIND PRESSURE IN CONFORMANCE w/ FBC 2017, 6TH ED REFERENCING ASCE 7-10. SEE CHART FOR DESIGN CRITERIA 2. PRE-ENG'RED SIGN FACE BY OTHERS. DELEGATE ENGINEER SHALL PROVIDE DESIGN DRAWINGS TO RICHARDSON ENGINEERING FOR APPROVAL PRIOR TO FABRICATION OR ERECTION 3. CONTRACTOR SHALL BE RESPONSIBLE FOR WATERPROOFING 4. BOLTS: SS 5. ALUMINUM: 6061-T6, ALL WELDING SHALL BE IN CONFORMANCE W/ AWS D1.2, FASTENERS SHALL BE SS 6. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING MATERIALS AND CONDITIONS AND SHALL NOTIFY RICHARDSON ENGINEERING OF ANY DISCREPANCIES PRIOR TO FABRICATION OR ERECTION. WIND DESIGN CRITERIA CHART RISK CATEGORY 11 WIND VELOCITY (mph) 130 EXPOSURE CATEGORY B FORCE COEFFICIENT (Cf) 1.8 - -'--- --• - PRESSURE s- 23.7 PROJECT IDENTIFICATION THIS PLAN IS FOR CONSTRUCTION ON PROPERTY AT 1241 MAYPORT RD ATLANTIC BEACH. FL 32333 NO RESPONSIBILITY IS ACCEPTED BY RICHARDSON ENGINEERING FOR ANTu I HER LOCATION. LOCATION OF PROJECT IS REQUIRED PER DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION RULE 61G1-16.004 REQUIRING PROJECT IDENTIFICATION DO NOT MASTER FILE THIS DRAWING '0'; RICHARDSON ■ ENGINEERING SEALED BY RICHARD B. RICHARDSON, P.E. 131 ZELMA STREET ORLANDO, FLORIDA 32803 (407)425-4002 LIC#: 00012380 ID#: EB26251 COPYRIGHT © 2015 RICHARDSON ENGINEERING ALL RIGHTS RESERVED PROJECT: BOOSTMOBILE - SIGN 1 CLIENT: ISL JOB#: 180050 1 DATE: 1/24/2018 1 SHEET: 1 OF 2 DRAWN BY: WRJ NN • o NOTES: 1. DESIGN WIND PRESSURE IN CONFORMANCE w/ FBC 2017, 6TH ED REFERENCING ASCE 7-10. SEE CHART FOR DESIGN CRITERIA 2. PRE-ENG'RED SIGN FACE BY OTHERS. DELEGATE ENGINEER SHALL PROVIDE DESIGN DRAWINGS TO RICHARDSON ENGINEERING FOR APPROVAL PRIOR TO FABRICATION OR ERECTION 3. CONTRACTOR SHALL BE RESPONSIBLE FOR WATERPROOFING 4. BOLTS: SS 5. ALUMINUM: 6061-T6, ALL WELDING SHALL BE IN CONFORMANCE W/ AWS D1.2, FASTENERS SHALL BE SS 6. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING MATERIALS AND CONDITIONS AND SHALL NOTIFY RICHARDSON ENGINEERING OF ANY DISCREPANCIES PRIOR TO FABRICATION OR ERECTION. WIND DESIGN CRITERIA CHART RISK CATEGORY 11 WIND VELOCITY (mph) 130 EXPOSURE CATEGORY B FORCE COEFFICIENT (Cf) 1.8 - -'--- --• - PRESSURE s- 23.7 PROJECT IDENTIFICATION THIS PLAN IS FOR CONSTRUCTION ON PROPERTY AT 1241 MAYPORT RD ATLANTIC BEACH. FL 32333 NO RESPONSIBILITY IS ACCEPTED BY RICHARDSON ENGINEERING FOR ANTu I HER LOCATION. LOCATION OF PROJECT IS REQUIRED PER DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION RULE 61G1-16.004 REQUIRING PROJECT IDENTIFICATION DO NOT MASTER FILE THIS DRAWING '0'; RICHARDSON ■ ENGINEERING SEALED BY RICHARD B. RICHARDSON, P.E. 131 ZELMA STREET ORLANDO, FLORIDA 32803 (407)425-4002 LIC#: 00012380 ID#: EB26251 COPYRIGHT © 2015 RICHARDSON ENGINEERING ALL RIGHTS RESERVED PROJECT: BOOSTMOBILE - SIGN 1 CLIENT: ISL JOB#: 180050 1 DATE: 1/24/2018 1 SHEET: 1 OF 2 DRAWN BY: WRJ 37, EXISTING WOOD OR METAL FRAME CONTINUOUS (ALUM) TOP & 4"O FASTENER 2x2x1/8 - )TTOM W/ ) EA FRAME 1 SECTI N 2 SCALE: 3/4" 6 1'-0" s7, L 2X2X1/8 ALUM FRAME 3/8" THRU BOLT TOP & BOTTOM @ EA FRAME 0 Eel 2-3/8"0 SS BOLTS @ EA FRAME PRE-ENG'RED RACEWAY PRE-ENG'RED CHANNEL LETTERS SEE ELEVATION FOR FASTENERS BETWEEN CHANNEL LETTER AND RACEWAY 2X WOOD SHIM @ EA THRU BOLT EXISTING MANSARD EXISTING WALL SEAL: 1 b RICHARDSON ■ 1 ■ ENGINEERING SEALED BY RICHARD B. RICHARDSON, P.E. 131 ZELMA STREET ORLANDO, FLORIDA 32803 (407)425-4002 LIC#: 00012380 ID#: EB26251 COPYRIGHT © 2015 RICHARDSON ENGINEERING ALL RIGHTS RESERVED PROJECT: BOOSTMOBILE - SIGN CLIENT: ISL IJOB#: 180050 1 DATE: 1/24/2018 1 SHEET: 2 OF 2 DRAWN BY: WRJ 1709181.plt 11/17/2017 4:08:57 PM 16 1 /8" ' "MR bile Scale: 1:18.92 Length: 185.341 Height: 314.150 in SIGN "A`6 MANUFACTURE AND INSTALL ONE SET OF CHANNEL LETTERS WITH WHITE FACES, 16 SQ' FT. WITH WHITE FACE AND ACK RETURNS AND i'TE, HALO LIGHTING. NG BLACK � ® n Loh-ENfRo T AIND REVERSE HALO LITERS - --- --- ---- 138 1/8" COMMUNITY DEVECHANNEL Wireframe r Wl ng for Engineering rue Sizes to Scale. VED 00 12 VOLT L.E.D. SIGN SPECS: FACE COLORS: WHITE VINYL COLORS: ORANGE RETURNS: BLACK TRIM CAP: BLACK L.E.D. COLOR: WHITE FASCIA COLOR: A dedicated 20 Amp sign circuit must be provided to the fascia where the sign will be installed for electrical connect. 19' 7" Frontage Existing Front Building Elevation Imposed atlonal Signs ghting, Inc. u, FULL SERVICE SIGNS 714 Commerce Circle Longwood, FL. 32750 Sales - 407.332.9663 Service - 407 .332.1787 Fax - 4 7.332.9183 1709181 PROJECT NAME: Park Wireless - Boost Mobile 11nnRFss• 113Ai R/1--4. DA CITY/STATE: Atlantic Beach,FL 32333 1 SALES PERSON: DESIGN DATE: '11/17/17 DRAWN BY: MICHAEL J. BERG REVISION E>ATE DI=SCRIPTION PHOTO CELL DISCONNECT SWITCH 120V / 20A n 1/4" DRAIN HOLES 5 ON BOTTOM OF LETTERS AS NECESSARY TO ALLOW PROPER DRAINAGE ELECTRICAL INFORMATION ALL ELECTRICAL COMPONENTS ARE U& LISTED SIGN GROUNDED ACCORDING TO NEC250 QTY. TRANSFORMER TYP AMPS TOTAL CIRCUIT # THIS SIGN IS INTENDED TO BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF ARTICLE 600 OF THE NATIONAL ELECTRICAL CODE 2011 AND/OR OTHER APPLICABLE LOCAL CODES. THIS INCLUDES PROPER GROUNDING AND BONDING OF THE SIGN. ROUTED BLACK ACM Customer Name Wireless Boost Mobile 714 Commerce Circle .063 ALUMINUM RETURNS sai 9W aoi.33z 9663 CUSTOM MPark Q FULL SERVICE SIGHS Service - 407 .332.1787 Fax - 407.332.9183 � •,,� #9 TECH SCREWS EVERY B" 2r FRAME T O MOUNT Mayport Rd. 1"TRIM CAP RACEWAY �. t . Atlantic Beach,FL 32333 LOW VOLTAGE L.E.D. J / 3/16" CLEAR POLYCARB - J PLASTIC BACKING POWER LIMITED CIRCUITCABLE (LOW VOLTAGE WIRE) THROUGH PLASTIC 7 1 SNAP IN BUSHING .. . ... _ . 120V 120AMP HOMERUN 120V TO 12V STEP DOWN TRANSFORMER 1/4"-20 ALL THREAD THROUGH BOLTED h., SIGN SPECS: FACE COLORS: WHITE VINYL COLORS: ORANGE RETURNS: BLACK TRIM CAP: BLACK L.E.D. COLOR: WHITE FASCIA COLOR: A dedicated 20 Amp sign circuit must be provided to the fascia where the sign will be installed for electrical connect. 19' 7" Frontage Existing Front Building Elevation Imposed atlonal Signs ghting, Inc. u, FULL SERVICE SIGNS 714 Commerce Circle Longwood, FL. 32750 Sales - 407.332.9663 Service - 407 .332.1787 Fax - 4 7.332.9183 1709181 PROJECT NAME: Park Wireless - Boost Mobile 11nnRFss• 113Ai R/1--4. DA CITY/STATE: Atlantic Beach,FL 32333 1 SALES PERSON: DESIGN DATE: '11/17/17 DRAWN BY: MICHAEL J. BERG REVISION E>ATE DI=SCRIPTION PHOTO CELL DISCONNECT SWITCH 120V / 20A n 1/4" DRAIN HOLES 5 ON BOTTOM OF LETTERS AS NECESSARY TO ALLOW PROPER DRAINAGE ELECTRICAL INFORMATION ALL ELECTRICAL COMPONENTS ARE U& LISTED SIGN GROUNDED ACCORDING TO NEC250 QTY. TRANSFORMER TYP AMPS TOTAL CIRCUIT # THIS SIGN IS INTENDED TO BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF ARTICLE 600 OF THE NATIONAL ELECTRICAL CODE 2011 AND/OR OTHER APPLICABLE LOCAL CODES. THIS INCLUDES PROPER GROUNDING AND BONDING OF THE SIGN. APPROVED BY: X DATE= THIS IS AN ORIGINAL UNPUBLISHED DRAWING CREATED BY: INTERNATIONAL SIGNS & LIGHTING, INC., FOR YOUR PERSONAL USE IN CONNECTION WITH A SIGN PROJECT, BETWEEN YOU & OUR COMPANY, AND NOT TO BE USED OR SHOWN TO ANYONE. NOT TO BE REPRODUCED OR COPIED BY ANYONE., Thank You. Customer Name 111 tional Signs 714 Commerce Circle &-- ghting, Inc. sai 9W aoi.33z 9663 Address Q FULL SERVICE SIGHS Service - 407 .332.1787 Fax - 407.332.9183 Permit # Date APPROVED BY: X DATE= THIS IS AN ORIGINAL UNPUBLISHED DRAWING CREATED BY: INTERNATIONAL SIGNS & LIGHTING, INC., FOR YOUR PERSONAL USE IN CONNECTION WITH A SIGN PROJECT, BETWEEN YOU & OUR COMPANY, AND NOT TO BE USED OR SHOWN TO ANYONE. NOT TO BE REPRODUCED OR COPIED BY ANYONE., Thank You. 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DELEGATE ENGINEER SHALL PROVIDE DESIGN DRAWINGS TO RICHARDSON ENGINEERING FOR APPROVAL PRIOR TO FABRICATION OR ERECTION 3. CONTRACTOR SHALL BE RESPONSIBLE FOR WATERPROOFING 4. BOLTS: SS 5. ALUMINUM: 6061-T6, ALL WELDING SHALL BE IN CONFORMANCE W/ AWS D1.2, FASTENERS SHALL BE SS 6. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING MATERIALS AND CONDITIONS AND SHALL NOTIFY RICHARDSON ENGINEERING OF ANY DISCREPANCIES PRIOR TO FABRICATION OR ERECTION. WIND DESIGN CRITERIA CHART RISK CATEGORY 11 WIND VELOCITY (mph) 130 EXPOSURE CATEGORY B FORCE COEFFICIENT (Cf) 1.8 PRESSURE ;v ~ 23.7 PROJECT IDENTIFICATION THIS PLAN IS FOR CONSTRUCTION ON PROPERTY AT 1241 MAYPORT RD ATLANTIC BEACH. FL 32333 NO RESPONSIBILITY IS ACCEPTED BY RICHARDSON ENGINEERING FOR ANY OTHER LOCATION. LOCATION OF PROJECT IS REQUIRED PER DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION RULE 61G1-16.004 REQUIRING PROJECT IDENTIFICATION DO NOT MASTER FILE THIS DRAWING RICHARDSON ■ ENGINEERING SEALED BY RICHARD B. RICHARDSON, P.E. 131 ZELMA STREET ORLANDO, FLORIDA 32803 (407) 425-4002 LIC#: 00012380 ID#: E626251 COPYRIGHT © 2015 RICHARDSON ENGINEERING ALL RIGHTS RESERVED 1 PROJECT: BOOSTMOBILE - SIGN CLIENT: ISL lJOB#: 180050 1 DATE: 1/24/2018 1 SHEET: 1 OF 2 DRAWN BY: WRJ DENOTES ANGLE 2"X2"X1/8" FRAME PR -ENG'RED RA EWAY 19'?" Frontage 3 EQUAL SPACES 138 1/8" SIGN ELEVATION SCALE: 1/2" = 1'4" PROPOSED SIGN LOCATION ARCHITECTURAL ELEVATION SCALE: NOT TO SCAL PRE-ENG'RED CHANNEL LETTERS OVER RACEWAY TYP SEAL: COMMUNITY DEVELOPMENT APPROVED NOTES: 1. DESIGN WIND PRESSURE IN CONFORMANCE w/ FBC 2017, 6TH ED REFERENCING ASCE 7-10. SEE CHART FOR DESIGN CRITERIA 2. PRE-ENG'RED SIGN FACE BY OTHERS. DELEGATE ENGINEER SHALL PROVIDE DESIGN DRAWINGS TO RICHARDSON ENGINEERING FOR APPROVAL PRIOR TO FABRICATION OR ERECTION 3. CONTRACTOR SHALL BE RESPONSIBLE FOR WATERPROOFING 4. BOLTS: SS 5. ALUMINUM: 6061-T6, ALL WELDING SHALL BE IN CONFORMANCE W/ AWS D1.2, FASTENERS SHALL BE SS 6. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING MATERIALS AND CONDITIONS AND SHALL NOTIFY RICHARDSON ENGINEERING OF ANY DISCREPANCIES PRIOR TO FABRICATION OR ERECTION. WIND DESIGN CRITERIA CHART ' RISK CATEGORY 1 11 l WIND VELOCITY (mph) I 130 ' ' EXPOSURE CATEGORY B FORCE COEFFICIENT (Cr) 1 1.8 PRESSURE (DSO 1 23.7 PROJECT IDENTIFICATION THIS PLAN IS FOR CONSTRUCTION ON PROPERTY AT 1241 MAYPORT RD ATLANTIC BEACH. FL 32333 NO RESPONSIBILITY IS ACCEPTED BY RICHARDSON ENGINEERING FOR ANY OTHER LOCATION. LOCATION OF PROJECT IS REQUIRED PER DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION RULE 61G1-16.004 REQUIRING PROJECT IDENTIFICATION DO NOT MASTER FILE THIS DRAWING lb IN RICHARDSON ■ ENGINEERING SEALED BY RICHARD B. RICHARDSON, P.E. 131 ZELMA STREET ORLANDO, FLORIDA 32803 (407) 425-4002 LIC#: 00012380 ID#: EB26251 COPYRIGHT © 2015 RICHARDSON ENGINEERING ALL RIGHTS RESERVED PROJECT: BOOSTMOBILE -SIGN CLIENT: ISL JOB#: 180050 DATE: 2/20/2018 SHEET: 1 OF 2 DRAWN BY: WRJ EXISTING WOOD OR METAL FRAME CONTINUOUS L; (ALUM) TOP & BC 4" O FASTENER @ L 2X2X 1/8 ALUM FRAME 3/8" THRU BOLT TOP & BOTTOM @ EA FRAME 2-3/8"0 SS BOLTS @ EA FRAME PRE-ENG'RED RACEWAY PRE-ENG'RED CHANNEL LETTERS 1Ln T SEE ELEVATION FOR FASTENERS BETWEEN - CHANNEL LETTER AND RACEWAY 1/8 \ U--111-, \\\ 2X WOOD SHIM @ EA THRU IM W/ BOLT FRAME EXISTING MANSARD SECTION rAi EXISTING WALL SCALE: 3/4" = P-0" SEAL: COMMUNITY DEVELOPMENT APPROVED CLIENT: ISL 1 JOB#: 180050 1 DATE: 2/20/2018 1 SHEET: 2 OF 2 DRAWN BY: WRJ DO NOT MASTER FILE THIS DRAWING RICHARDSON 1 ■ ENGINEERING SEALED BY RICHARD B. RICHARDSON, P.E. 131 ZELMA STREET ORLANDO, FLORIDA 32803 (407) 425-4002 LIC#: 00012380 ID#: EB26251 COPYRIGHT © 2015 RICHARDSON ENGINEERING ALL RIGHTS RESERVED PROJECT: BOOSTMOBILE - SIGN CLIENT: ISL 1 JOB#: 180050 1 DATE: 2/20/2018 1 SHEET: 2 OF 2 DRAWN BY: WRJ DENOTES ANGL 2"X2"X1 /8" FRAM fm 6 5/8" RE-ENG'RED ACEWAY 3 EQUAL SPACES PRE-ENG'RED SIGN ELEVATION OVER RACEWAY TYP SCALE: 1/2" = V-0" PROPOSED SIGN LOCATION SEAL: 19' 7" Frontage ARCHITECTURAL ELEVATION SCALE: NOT TO ',CALE COMMUNITY DEVELOPMENT APPROVED NOTES: 1. DESIGN WIND PRESSURE IN CONFORMANCE w/ FBC 2017, 6TH ED REFERENCING ASCE 7-10. SEE CHART FOR DESIGN CRITERIA 2. PRE-ENG'RED SIGN FACE BY OTHERS. DELEGATE ENGINEER SHALL PROVIDE DESIGN DRAWINGS TO RICHARDSON ENGINEERING FOR APPROVAL PRIOR TO FABRICATION OR ERECTION 3. CONTRACTOR SHALL BE RESPONSIBLE FOR WATERPROOFING 4. BOLTS: SS 5. ALUMINUM: 6061-T6, ALL WELDING SHALL BE IN CONFORMANCE W/ AWS D1.2, FASTENERS SHALL BE SS 6. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING MATERIALS AND CONDITIONS AND SHALL NOTIFY RICHARDSON ENGINEERING OF ANY DISCREPANCIES PRIOR TO FABRICATION OR ERECTION. [-WIND DESIGN CRITERIA CHART RISK CATEGORY 1 11 ' WIND VELOCITY (mph)130 EXPOSURE CATEGORY B FORCE COEFFICIENT (Cr) 1 1.8 1 I H" I Vh L' u�0i�ary vvuw 23.7 PRESSURE s PROJECT IDENTIFICATION THIS PLAN IS FOR CONSTRUCTION ON PROPERTY AT 1241 MAYPORT RD ATLANTIC BEACH. FL 32333 NO RESPONSIBILITY IS ACCEPTED BY RICHARDSON ENGINEERING FOR ANY OTHER LOCATION. LOCATION OF PROJECT IS REQUIRED PER DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION RULE 61 G1-16.004 REQUIRING PROJECT IDENTIFICATION DO NOT MASTER FILE THIS DRAWING �' RICHARDSON ■ ENGINEERING SEALED BY RICHARD B. RICHARDSON, P.E. 131 ZELMA STREET ORLANDO, FLORIDA 32803 (407)425-4002 LIC#: 00012380 ID#: EB26251 COPYRIGHT © 2015 RICHARDSON ENGINEERING ALL RIGHTS RESERVED PROJECT: BOOSTMOBILE -SIGN CLIENT: ISL JOB#: 180050 1 DATE: 2/20/2018 SHEET: 1 OF 2 1 DRAWN BY: WRJ 711 EXISTING WOOD OR METAL FRAME CONTINUOUS L2x2x1/8 - (ALUM) TOP & B TTOM W/ 4"O FASTENER 0 EA FRAME SECTIO SCALE: 3/4" = '-0" L 2X2X1/8 ALUM FRAME 3/8" FHRU BOLT TOP & BOTTOM @ EA FRAME 2-3/8"0 SS BOLTS @ EA FRAME PRE-ENG'RED RACEWAY PRE-ENG'RED CHANNEL LETTERS + `nom T SEE ELEVATION FOR FASTENERS BETWEEN CHANNEL LETTER AND RACEWAY 7' \ \ 22XOLT WOOD SHIM @ EA THRU EXISTING MANSARD EXISTING WALL SEAL: COMMUNITY DEVELOPMENT APPROVED DO NOT MASTER FILE THIS DRAWING RICHARDSON ■ ■ ENGINEERING SEALED BY RICHARD B. RICHARDSON, P.E. 131 ZELMA STREET ORLANDO, FLORIDA 32803 (407)425-4002 LIC#: 00012380 ID#: EB26251 COPYRIGHT © 2015 RICHARDSON ENGINEERING ALL RIGHTS RESERVED PROJECT: BOOSTMOBILE -SIGN CLIENT: ISL ' JOB#: 180050 1 DATE: 2/20/2018 SHEET: 2 OF 2 1 DRAWN BY: WRJ 37, EXISTING WOOD OR METAL FRAME CONTINUOUS 2x2xl/8 - (ALUM) TOP & B TTOM W/ 4"0 FASTENER CD EA FRAME SECTION SCALE: 3/4" + V-0" L 2X2X1 /8 ALUM FRAME 3/8" THRU BOLT TOP & BOTTOM @ EA FRAME 2-3/8"0 SS BOLTS @ EA FRAME PRE-ENG'RED RACEWAY PRE-ENG'RED CHANNEL LETTERS X o- SEE ELEVATION FOR FASTENERS BETWEEN CHANNEL LETTER AND RACEWAY 2X WOOD SHIM @ EA THRU BOLT EXISTING MANSARD EXISTING WALL SEAL: COMMUNITY DEVELOKENT DENIED DO NOT MASTER FILE THIS DRAWING RICHARDSON ■ ENGINEERING SEALED BY RICHARD B. RICHARDSON, P.E. 131 ZELMA STREET ORLANDO, FLORIDA 32803 (407) 425-4002 LIC#: 00012380 ID#: EB26251 COPYRIGHT © 2015 RICHARDSON ENGINEERING ALL RIGHTS RESERVED PROJECT: BOOSTMOBILE - SIGN CLIENT: ISL IJOB#: 180050 1 DATE: 1/24/2018 1 SHEET: 2 OF 2 DRAWN BY: WRJ