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ELC-18-1521
Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address Permit Permit NO. E L C -6 -18 -15 2 1 Permit Type: Electrical - Commercial Work Classification: Addition/Alteration Permit Status: APPROVED Issue Date: 6/6/2018 Expiration: 12/03/2018 Parcel Number Applicant 9475 NE 2 Avenue Miami Shores, FL 33138- 1132060133760 Block: Lot: BANK OF AMERICA NA Owner Information Address Phone Cell BANK OF AMERICA NA 101%N TRYON Street CHARLOTTE NC 28277- 101 N TRYON Street CHARLOTTE NC 28277- Contractor(s) Phone FINE LINE CONSTRUCTION & ELECT! (404)593-6897 Cell Phone Valuation: Total Sq Feet: $ 5,000.00 0 Type of Work: REPLACEMENT OF ATM AND HOUSING Additional Info: REPLACEMENT OF ATM AND HOUSING Classification: Commercial Scanning: 1 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $3.00 $2.25 $2.00 $1.00 $150.00 $3.00 $4.00 $165.25 Pay Date Pay Type Invoice # ELC-6-18-67790 06/04/2018 Credit Card 06/06/2018 Credit Card Amt Paid Amt Due $ 50.00 $ 115.25 $ 115.25 $ 0.00 Available Inspections: Inspection Type: Final Meter Box Alteration Relocation Fire Alarm Service Change Review Electrical W. W. Underground In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. j, Authorized ' . nat re: Owner / Applicant / Contractor / Agent June 06, 2018 Date Building Department Copy June 06, 2018 1 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING PERMIT APPLICATION BUILDING ■❑ ELECTRIC ❑ ROOFING PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS JOB ADDRESS: 9475 NE 2 AVE RECEIVED JUN 04 2018 Of FBC 20 t-4 Master Permit No. CC 16 -(©se Sub Permit No. C 18 152 ❑ REVISION ❑ EXTENSION RENEWAL ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS City: Miami Shores Folio/Parcel#: 11-3206-013-3760 Occupancy Type: County: Load: Construction Type: OWNER: Name (Fee Simple Titleholder): Bank of America Address: 101 N Tyron Street Miami Dade Zip: Is the Building Historically Designated: Yes NO �•A- Flood Zone: BFE: FFE: Phone#: City: Charlotte State: NC Zip: 28277 Tenant/Lessee Name: Email: Phone#: CONTRACTOR: Company Name: �i'll� L�`�LtQ_ 7U Address: 7 t No/ `ifs+- ,t,-�¢ J City: �e Vns;VariJO ejeA J.- State: I'7 Qualifier Name: O S 9 'L b M..Z - State Certification or Registration #: G G ©©O 2. el/ 9 DESIGNER: Architect/Engineer: Prizm Architects (Pk Phone#: / S `l - 781 - "Boo& Zip: 3 306 q Phone#: qsv - 784 `W Certificate of Competency #: Phone#: Address: 580 Decker Dr. Suite 170 City: Irving State: TX Zip: 75062 Value of Work for this Permit: $ 5000.00 Type of Work: ❑ Addition ❑ Alteration Square/Linear Footage of Work: ❑ New ■❑ Repair/Replace Description of work: Replacement of ATM and Housing n Demolition Specify color of color thru tile: Submittal Fee $ Permit Fee $ Ace, e at, Scanning Fee $ Radon Fee $ a Technology Fee $ Training/Education Fee $ Structural Reviews $ CCF $ DBPR $ CO/CC $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ (t 5 • (Revised02/24/2014) Bonding Company's Name (if applicable) .Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law broch e will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of comme "ment must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In,/e absence of such posted notice, the inspection will not be rove • - einspection fee will be charged. 4 ON ow "a"11111k Signature OWNER or The foregoing instryment was acknowledged before me this day o plan by e9,-,.wh by is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: ;: LUCY GUTIERREZ MATOS MY COMMISSION #FF127876 'FOF�p EXPIRES June 1, 2018 (4071 398-0153 **********+.**-,.�.r.w. •.�Fl l��3iiESi si Sl/if�A&w�p******************************************************************* Signature CONTRACTOR The for eg.jT'jnstrument was acknowledged before me this day of 20 i , by l who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBL STACEY GAGNON Notary Public - State of Florida �• Commission # GG 112128 omm. Expi un . 021 APPROVED B /tiJ''eeVv t� Sign: Print: Seal: Plans Examiner Structural Review Zoning Clerk (Revised02/24/2014) NOTE: ALL EET ST Bicrti& MIAMI-DADE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES Herbert S. Saffir Permitting and Inspection Center 11805 SW 26th Street (Coral Way) • Miami, Florida 33175-2474 • (786) 315-2000 APPLICATION FOR MUNICIPAL PERMIT APPLICANTS THAT REQUIRE PLAN REVIEW FROM MIAMI-DADE FIRE RESCUE AND/OR ENVIRONMENTAL SERVICES PROVIDE MUNICIPAL PROCESS NUMBER HERE LOCATION OF IMPROVEMENTS EI i( Job Address 997 /U E ZnJ .A CONTRACTOR INFORMATION Contractor No. C%e JZ5 2 5 5_5 Last four (4) digits of Qualifier No. "'5. `=0:1- O — - Contractor Name ,5'PCvri-f % 0.0I-4 l..Jo,ks/, Folio6 / I ' --3? (o — Lot Block Qualifier Name Timo'4 I,. A Q Subdivision PBpg Address 122- La fAffe- e. _. Metes and bounds Cityf au4a- State' Zip Zd7c/d7 TYPE OF IMPROVEMENTS New Construction on [ Vacant]Land [ ] Alter tion Interior [ eration Exterior [ ] Relocation of Structure [ ] Enclosure [ ]Repair [ ] Repair Due to Fire Demolish [ ] Shell Only [ ] Addition Attached [ ] Addition Detached [ ] Re -Roof .' [ ] Foundation Only [ ]Tent Current use of property 6/4-NId cif -,ex- Description of Work 3c_p i Atz i >c114�3' A - WI l{ to IL Sq-Ft—.15-- —Units' Floors Value of Work / "? 1 9 S 0 PERMIT TYPE [ LD* t1 l Category REVIEW STATUS [ ] Chg. Contractor [ ] Re -Issue [ ] Re -Stamp [ ] Revision [ ] Not Applicable for Fire OWNER'S NAME Owner ,AP k o� A +w,.-r"C, (U. k Address l rem 5 "ire-vt' [ ] MELE City ChP*r l0-Q State be... -Zip [ ] MPLU Phone [ ] MLPG Last four (4) digits of Owner's Social Security No. [ ] MMEC [ ] FIRE PERSON TO I '`PICK.UP PLANS Name -12v � c•St e-' Ve,,,-' k.."3/ � bAut.4) / ARCHITECT / ENGINEER Owner ?C I Z,Y eN Are l• • Address -5. We l Address 30 S COD.5 �� City z % U l State 1' Zip es City �1 o-nn t. -4-cis. State FI- Zip 3 50 V'47/ Phone Phone j' S 4- Co Q t- 2 q c FIRE SPECIAL REQUEST PLAN REVIEW (SRI) I am requesting a Special Request Plan Review (SRI) to be scheduled as soon as possible. There is a minimum charge of one -hour. Please contact the Fire Department for current rate. 1st Request: Date: 2nd Request: C Date: 3rd Request: Date: If the applicant is a known named violator with: unpaid civil penalties; unpaid administrative cost4. of hearing; unpaid County investigative, enforcement, testing, or monitoring costs; or unpaid liens, any or all of which are owed to Miami -Dade County pursuant to the provisions of the Code of Miami -Dade County, Florida, a hold on the review may be placed on this application. 123 01-192 5/17 CATEGORY-4' BUILDING PERMIT CATEGORIES,,. DESCRIPTION PERMIT TYPE BUILDING 01 GENERAL BUILDING -COMMERCIAL MBLD 02 SUB -GENERAL BUILDING -RESIDENTIAL MBLD 08 CANVAS AWNING MBLD 10 COMMUNICATION TOWER MBLD 15 DEMOLITION MBLD 29 METAL AWNING & STORM SHUTTER MBLD 48 SCREEN ENCLOSURES MBLD 51 MURAL SIGNS (NON -ELECTRICAL) MBLD 55 SWIMMING POOL , _MBLD 56 TENNIS COURTS (SURFACE PAVING) MBLD 86 TRAILER TIE DOWN MBLD 88 WALK-IN COOLER MBLD 91 MARINAS MBLD 92 LOW SLOPE APPLICATIONS (GRAVEL, SMOOTH MODIFIED, SINGLE PLY) MBLD 95 SHINGLES (ASPHALT, FIBERGLASS) MBLD 96 SHINGLES (METAL ROOFS/WOOD SHINGLES & SHAKE) MBLD 97 STAGE 2 VAPOR RECOVERY SYSTEM MBLD 99 SOIL IMPROVEMENT MBLD 0100 BULK STORAGE PROPANE TANK MBLD 0101 REMOVABLE STORM PANELS MBLD 0107 TILE ROOF MBLD 0110 WATER MAIN MBLD 0111 SITE PLAN MBLD 0112 INDOOR EVENT/EXHIBIT MBLD 11/41 ELECTRICAL 04 FIRE ALARM SPECIALTY MELE 16 SPECIALTY WIRING MELE 38 GENERATORS MELE 40 BUILDING PUBLIC RADIO ENHANCEMENT SYSTEM MELE PLUMBING 0020 SEWER CONNECTION TO PUBLIC SYSTEM (THIS CATEGORY IS USED WHEN NO BUILDING PERMIT EXIST) 0024 INTERCEPTOR/GREASE TRAPS (REPLACEMENT OR INSTALLATION THAT IS NOT PART OF A BUILDING PERMIT) MPLU MPLU LPGX 01 LIQUEFIED PETROLEUM GAS MLPG 02 MISCELLANEOUS MLPG 04 LIQUEFIED PETROL. GAS/STATE MLPG MECHANICAL 09 ABOVE/BELOW GROUND TANKS/PUMPS r & POLLUTANT STORAGE SYSTEM MMEC 38 COMMERCIAL HOODS MMEC 43 FIRE CHEMICAL MMEC 46 SPRAY BOOTHS MMEC 48 SMOKE CONTROL MMEC 52 RESIDENTIAL ELEVATOR MMEC FIRE 32 FIRE SPRINKLER FIRE Designed Per IBC 2015 FL Edition FL Building Code 2017 6th Edition Wind Loads Ultimate Design Wind Speed 175 mph Nominal Design Wind Speed 136 mph Risk Cat I I (3-Sec Peak Gust MPH*) Wind Importance Factor I- 1 Wind Exposure C Gust Factor 0.85 Exterior components designed In accordance with applicable provisions of the ASCE 7-10 2 3/4" frO 3'-51/8" 3'-0" 1'-1 9/16" 1'-2" 2' -11 3/5" 1/4" 2 3/4" 1/2" POCKET ROUTED CLEAR GLOSS ACRYLIC WORDMARK W/ #2114 'BLUE' ACRYLIC GLUED TO SURFACE 1/2" POCKET ROUTED CLEAR GLOSS ACRYLIC FLAGSCAPE W/ #2114'BLUE' & #2793'RED' ACRYLIC GLUED TO SURFACE CO to Cd cu .118 PLASKOLITE FABBACK CLEAR ACRYLIC MIRROR PANEL W/ AR COATING & SECOND SURFACE ETCHED BACKLIT GRAPHICS OUT OF MIRRORED BACKGROUND W/ #3635-70 DIFFUSER FILM N CDPLAN VIEW 3/8"=1'-0" 4'-21/4" 2'-111/4" V.0. 8 5/16" 2' - 9 5/8" 5 1/2' f 8 5/1 .090" ALUM. HINGED ACCESS DOOR W/. CAMLOCK PAINTED MAP #MP 49696'RED' W/ FINE STIPPLE FINISH .090" FABRICATED ALUM. FRAME PAINTED MAP #MP49696'RED' W/ FINE STIPPLE FINISH ON ALL EXPOSED SURFACES .063" ALUM. INFILL PANEL PAINTED MAP 'GARBO SILVER' FULL GLOSS W/ GLOSS CLEAR COAT ATM UNIT I I I —N CISCO ANTENNA ALUM. CANOPY IS PAINTED #MP21314'CHAMPAGNE METALLIC ON ALL EXPOSED SURFACES ALUM. PIANO HINGE CONTINUOUS ACROSS TOP PAINTED MAP WHITE' W/ FINE STIPPLE FINISH -SET PIANO HINGE IN 1" ON EACH SIDE HENRY 287 SOLAR FLEX 'WHITE' ELASTOMERIC ROOF COATING - HOLD BACK 1/4" FROM EDGE 1 1 /4" 3/4" LOGO 1/8"ALUM. FACE PAINTED MAP 'GARBO SILVER' FULL GLOSS W/ CLEAR GLOSS COAT W/ ROUTED OUT GRAPHICS Ba . of ' merica o.roa NEI 'BOA GRAPHIC' PAINTED MAP TO MATCH PMS #187'RED' W/ FINE STIPPLE FINISH URAL REVIE OLEFT SIDE VIEW 1 APPROVED DATE N ALUM. REVEAL PANEL I5 PAINTED PMS #425 to tr) to It) 0 0. INFILL PANEL IC) to N) 0) L CHECK SOX OPTIONS PAGE STANDARD RED W/ COOL ROOF 1 COOL GRAY COLOR W/ COOL ROOF 15 STAINLESS STEEL DOUBLE BITTED CAMLOCK (COMPX #29055) - RIGHT HAND SIDE 3 RIGHT SIDE 1 3/6"=1'-0" ALUM. CLADDING IS PAINTED MAP #MP49696 'RED' W/ FINE STIPPLE FINISH ON ALL EXPOSED SURFACES WORDMARK IS SURFACE APPLIED 3M VINYL #3632-8222'BoA BLUE' FLAGSCAPEIS SURFACE APPLIED VINYL AS FOLLOWS: -(2) LEFT PETALS ARE #3632-8222'BoA BLUE' -(4) RIGHT PETALS ARE #3632-2472'BoA RED' .090" FABRICATED ALUM. FRAME PAINTED MAP #MP49696 'RED' W/ FINE STIPPLE FINISH ON ALL EXPOSED SURFACES .090"ALUM. PANEL PAINTED MAP 'GARBO SILVER' FULL GLOSS W/ CLEAR GLOSS COAT PUNCHED ALUM. LOUVERS - PAINTED MAP 'GARBO SILVER' FULL GLOSS W/ CLEAR GLOSS COAT 2 3/8".0 SNAP -IN FLEXIBLE CABLE, GROMMET CABLEORGANIZERS.COM PN #MT00209 URDOC ,. 1.tflit _ SIGN 2H fil HO I9 d �1 doch, PE al Engineer .#73432 4'-21/4" • • • Architectural Graphics Incorporated 2655 International Parkway P.O. Box 9175 Virginia Beach, VA 23450 (757)427-1900 BANK OF AMERICA 9499 NE 2nd Ave. Miami Shores, FL 33138 Date 10.18.16 • • •• • •• AGI EoR M. SMITH•) Lead Draftee bt1V1 • prayvn By GLuvi ••�• • Project Mgr. M.M�YER •• • • •r•. •• • — • • • 2/22/2018 lm 1/2"— 2' - 9 5/8" LOGO 31/4"1, _ 9 3,4., Bankh. merica 1/2" Li) to Cd 2'0 HOLE FOR CONDENSATE & GROMMET 4 REAR ELEVATION 1 3/8"=1'-0" �r ;gral Sign Specifications • a Interior • • • Exteriof Single Faced • 10 Doublef8s8 • • • • •• •• ts' a Non-IllumiSed• • • `Wuminated • • • • : 120 • Volts • ARipst l T i— —6•••s Lowation • • Win:load • • • • Drawing Revisions xl at co .c UPDATED BREAKER SPECS r0 co N aCe > O 0 09 w 0 00 a z 0 a 0 0 ui J w cow 2 g w Ui m a LIJ I 0 0 _ 03 - z 0 z O 0 Q a co 0 0 IJ) W J E 00 M 0° 0 0 0 ADDED COOL COLOR z 0 a 0 UI w C Q z z I- O Q oB C~1 M O 111 4 Q O F z ra °Q a V> z z w O z a Q 0 O CC La 0 .4 c0) o a O a = W to ¢es J J S 2 W W a a 0 0 O CO 0 N- 0 o 0 0 n ai F- n 0 N 01 to F- 0 m 0 0 m 0 2 2 qa a 0 m a D. a 1© CC 0 I Q 5 I Q S 0 a This document is the sole property o Architectu al Graphics, Inc., and all design, manufac urine, reproduction, se and sale rights regarding the same are expressly forbidden. It is submitted under a confidential relationship, fora special purpose, and the recipient, by accepting this document assumes custody and agrees that this document will not be copied orreproduced in whole orin part, nor its contents revealed in any m or to any person except for the purpose for which it was tendered, nor any special features peculiar to this design be incorporated in other projects. Code 6894 Type C Sign Type FRAME-R-EXT WU- KIO-D7705 PG #: 1 N N taai- it) z z 01 6'-51/8" / 3'-51/8" 2 7/8" 2'-111/8" 1' 3'-0" / 3'-31/8" / 6" 1OF CHANNELS 1'-111/8" 6" / 1'-3 5/8" I 1' - 0 5/8" 10 7/8"1 OF LED FIXTURE 4 I L r OF LED FIXTURE / 0 0 0 0 ?•-.1I t 7 I m 0 0 % <TYR 0 0 4 7/8" X 1l4 / 1 I 1 4 '4 r T 0 0 0 0 4 0 0 0 N \\,! L 1 ICALUMINUM ROOF FRAMING PLAN VIEW 1/8" = 1" Designed Per IBC 2015 FL Edition FL Building Code 2017 6th Edition Wind Loads Ultimate Design Wind Speed 175 mph Nominal Design Wind Speed 136 mph Risk Cat li (3-Sec Peak Gust MPH") Wind Importance Factor I. 1 Wind Exposure C Gust Factor 0.85 Exterior components designed In accordance with applicable provisions of the ASCE 7-10 1/2" ALUM. SIDE PANELS VERSILOKED TO ALUM. ANGLES P4I1 Architectural Graphics Incorporated 2655 International Parkway P.O. Box 9175 Virginia Beach, VA 23450 (757)427-1900 BANK OF AMERICA 9499 NE 2nd Ave. Miami Shores, FL 33138 Date 10.18.16 AGI EoR M. SMITH Lead Drafters GEM" • • grown By GLM • • Project Mgr. M. MEYER •11 • .4ryteral Sign Specifications • . • • 1" X 1" X 1/8" X 3 1/2" LONG ALUM. ANGLES — ppInterior • • RExteriot WELDED TO BAFFLES • OD *Single Faced • fl Double Mid • •41.E• • • 1/2" ALUM. RIBS WELDED TO • c i on-Illum ntebd • • ALUM. ANGLES • • rt��iPuminated • • • Tr • • • • 120 •1,41 • Atiirkr+_ r 8 1/2"0 CUT-OUT FOR SECURITY CAMERA • •Losatio� •�— • COVER PAINTED #MP21314 • • • •Windload • • • • 'CHAMPAGNE METALLIC' 1" X 1" X 1/8" BRAKEFORMED ALUM. ANGLES LED LIGHT FIXTURE ALUM. HAT CHANNEL VERSILOKED TO ALUM. PANEL 1/8" ALUM. PANEL VERSILOKED TO ALUM. ANGLES 1" X 1" X 1/8" ALUM. ANGLE ALUM. CHANNELS WELDED TO ALUM. ANGLE FRAME & MOUNTED TO STEEL FRAME BELOW 1".0 THRU HOLE FOR MOUNTING STUDS 1" X 1" X 1/8" ALUM. ANGLE FRAME Affi Vref tPofeere ssi ; I rdoch,•nalEnPe rgineer FL PE Lic. #73432 GBIRD CT. NJ 07731 215 2122/201 8 Drawing Revisions m i cc • C co 0 UPDATED BREAKER SPECS x05 CD � N a 0. ti O Ill I- 7 co 0 J J W 0 0 O. 0 z 0 0 Ec ui J UI W W CI a ¢ � o 0a Z 15 ZGZ O CDQ a3ta - 0 - I J J Jozoo o 2 4 O0 0 U W O 0 0 Q > 0 J ai o z W Z 4 a z u z Z W 0 I- 4 0 0 CC 0 0 4 0 UPDATES PER MONIGLE REV10 UPDATES PER MONIGLE & SHOP r m CO o 7 0 o c, 0 n n 0 .. N 4 rd co r 0 to 0 0 J4 cc 2 2 J 0 f0 CO 0 441 This document is the sol property o Architectural Graphics, In ., nd all design, man fax uri g, reproduction, se nd sale rights regardin the same are expressly forbidden. It is submitted under a confidential relationship, for a special purpose, and the recipient, by accepting this documen assumes custody and agrees that this document will not be copied or reproduced In whole or In part, nor Its contents revealed in any m or to any person except for the purpose for which it was tendered, nor any special features peculiar to this design be incorporated in other projects. PP" — Code 0 0 4 44 41 . 44 44 6894 A Type C Sign Type FRAME-R-EXT WU- KIO-D7705 PG #: 2 / 4'-21/4" 4" X 1' - 4" X 10 1/4" It OF ALUM. R155 1 X 1'-4" X 4" SECTION @ ROOF 1/4"=1" Designed Per IBC 2015 FL Edition FL Building Code 2017 6th Edition Wind Loads Ultimate Design Wind Speed 175 mph Nominal Design Wind Speed 136 mph Risk Cat I I (3-Sec Peak Gust MPH") Wind Importance Factor I- 1 Wind F'rpnsure C. Gust Factor 0.85 Exterior components designed In accordance with applicable provisions of. the ASCE 7-10 RDOC SIG .Ffl7-C'ii' P. PR. ess1G 2 H u fession FL PE Lic. IRD CT. 07731 15 oeh, PE I Engineer 3432 Pti I I Architectural Graphics Incorporated 2655 International Parkway P.O. Box 9175 Virginia Beach, VA 23450 (757)427-1900 BANK OF AMERICA 9499 NE 2nd Ave. Miami Shores, FL 33138 Date 10.18.16 AGI EoR NI. SMITH Lead Drafter •QCldl • • nBy GLM.•• •••••� :rR • aniProjibt Mgr. NI. ?ER • • General Sign Specifications •yJJnterior • •111 Exterior: • • • • eleengle Fai•pd • •ZDoubie %avid• a 'CI • • • 1Q415n-Illuminitpti • • •*JIliiminated • • • 120 volts i • • • • (=I • Anp.(N•)mm • Locetion . • g ••••— • Aiind=pad .. • • g 2/2212015 • S ci e m O m c co a 0 a co ED BREAKE O a D co O a > 0 0 F 0 a awe N f; 0. O H 0 3 0 O 0 a z O 0 cc J w W w x z O a Occ 0 0 0 0 0 O 0 O 0 a O W C, W m t7 4 Q G N 0 0 0 Q 0 0 W 0 a a M ad m C9 f7 a 0 °a Z z W I- W 0 0a 0 a z W Z a u C 3 z a COLOR OPTION NIGLE REV10 cc W a w 0 a UPDATES PER MONIGLE & SHOP n n 1. n n n r CO CO CO 0 t` O 0 N- tb 0 ai O O ii) 0 N o) N N N 1` O tb O O m A C a i m 5 a 2 cc cc O ©4 1 4' d a ca m a co m cc O This document is the sole property of Architectural Graphics, Ina, nd all design, m nufac uri g, reproduction, use nd sale rights regarding the same are expressly forbidden. R Is submitted under a confidential relatl nship, for a special purpose, and the recipient, by ovepting this document assumes custody end agrees that this document will not be copied or reprod cod in whole or In part, nor its contents revealed in any manner or to any person except for the purpose for whkh it was tendered, nor any special features peculiar to this design be incorporated in other projects. Code 6894 Sign Type FRAME-R-EXT WU- KIO-D7705 Type C PG N: 2A 6'-51/8" 2 7/8", 2' -11 1/8" ALUM. FRAME 1'-111/8" 6" 1 OF CHANNEL Designed Pei IBC 2015 FL Edition FL Building Code 2017 6th Edition Wind Loads Ultimate Design Wind Speed 175 mph Nominal Design Wind Speed 136 mph Risk Cat I I (3-Sec Peak Gust MPH") Wind Importance Factor I- 1 Wind Exposure C Gust Factor 0.85 Exterior components designed Ili accordance with applicable provisions of the ASCE 7-10 I. SECTION I 1/8" =1" ---J / / 3'-31/8" 1, - 0 112' 7 716 (k. Of LEO FIGURE / .090" ALUM. HAT CHANNEL 1/8" ALUM. PANELS VERSILOKED TO ALUM. ANGLES Architectural Graphics Incorporated 2655 International Parkway P.O. Box 9175 Virginia Beach, VA 23450 (757)427-1900 BANK OF AMERICA 9499 NE 2nd Ave. Miami Shores, FL 33138 Date 10.18.16 AGI EoR M. SMITH Lead Drafter GI•M• • 1" X 1" X 1/8" BRAKEFORMED ALUM. ANGLES : Draw: By GEM. • • IMM•13-roject Mgr. M. AMYER •:tpRlral Sign %`; cilications • • ]•• • • Interior Exterior* • • • • Single Faded • Double Faced r • • • • 1" X 1" X 1/8" X 31/2" LONG ALUM. ANGLES WELDED TO BAFFLES GE BATTEN #GEWM244OBAT HIGH OUTPUT LED FIXTURE 1/8" ALUM. REMOVEABLE CAMERA COVER FASTENED W/ 1/8" ALUM. DOUBLERS VERSILOKED ON ONE SIDE & #8 C.5.5.5. SHEET METAL SCREWS ON OTHER SIDE OPTIONAL SECURITY CAMERA BY OTHERS 5" X 2.32 ALUM. CHANNELS WELDED TO ALUM. ANGLE FRAME C)3 SIDE VIEW 3 1/8" =1" 1/2" ALUM. RIBS WELDED TO ALUM. ANGLES + 1/2" ALUM. SIDE PANELS VERSILOKED TO ALUM. ANGLES SI 2 H (9 ,.i. l IL t. it I I r * • och, PE = on • l Engineer FL Ic. 73432 RDOC IRD CT. 07731 15 ••••low • • •.116 • • ~•I•_ • N• on -Ilium Mate& • • • •• •• ••••OD • Illuminated • • 0• 120 V• • • —,T_WO oltsAmw0M0 Location • • • • 1 • 2/22/2018 VAndlbad P • N ¢ • 0 ED BREAKER SPE 0 7 ••••MI UPDATED LOUVER. PG18 • Z O 0 d uj Et w La a. a w n °4 00 F of O 0 cc 0° co 0 0 J -1 O 0 LLI 0 0 00 0 • N. co 0 0 co y 0 -w.l 2 0 2 O 0 LLI a 0 W W 4 W 2' x 0 0 0 W 0 0 0 0 F 0 a. ADDED ANTENNA, ADDED PAGE 3B & 3C 0 a Z COLOR OPTION W W O z UPDATES PER MONIGLE & SHOP n In ui f. 0 0 I. I` co 0 f. IT 0 t. 0 n xi 0 n Cd I. aD N Cd a) 1` 0 a) ao 0 0 m ¢< ¢ 3-mio2eomm0 ii44111144141 This document is the sole property o Architectural Graphics, Inc., and all design, manufac uring, reproduction, use and sale rights regarding the same are expressly forbidden. It Is submitted under a confidential relationship, for a special purpose, and the recipient, by accepting this document assumes custody and agrees that this document will not be copied or reproduced in whole or In part, nor it contents revealed In any manner or to any person except for the purpose for which it was tendered, nor any special features peculiar to this design be incorporated In other projects. Code 6894 Type Sign Type FRAME-R-EXT WU- KIO-D7705 PG #: 81Iz" I ® RECESSED CAMERA (SAMSUNG) AND TRIM RING I 1/8" =1" _ 8 112r CAMERA RING COVER TO DE FLUSH W/ CANOPY FACE Designed Per IBC 2015 FL Edition FL Bultding Code 2017 6th Edition Wind Loads Ultimate Design Wind Speed 175 mph Nominal Design Wind Speed 136 mph Risk Cat li (3-Sec Peak Gust MPH") Wind Importance Factor I. 1 Wind Exposure C Gust Factor 0.85 Exterior components designed In accordance with applicable provisions of the ASCE 7-10 FLUSH MOUNTED CAMERA (BOSCH) AND ATTACHMENT RING 1/8" =1" CAMERA RING COVER ATTACHED TO FACE BOSCH CAMERA AND RING COVER 1/8" = 1" CAMERA FRAME ON INSIDE OF OPENING IN CANOPY 8 1/2 k SAMSUNG CAMERA AND TRIM RING CAMERA RING COVER TO SE FLUSH W/ CANOPY FACE & FASTENED TO CAMERA FRAME RING W/ #8 5.5. C.5. SHEET METAL SCREWS 1/8" = 1" 9 518„ 718" SAMSUNG CAMERA AND TRIM RING 1/4" = 1" SECONDARY ATTACHMENT RING WELDED TO CAMERA RING COVER & FASTENED TO CAMERA FRAME RING W/ #8 5.5.C.S. SHEET METAL SCREWS CAMERA RING COVER TO DE FLUSH W/ CANOPY FACE CAMERA FRAME ON INSIDE OF OPENING IN CANOPY BOSCH CAMERA RING COVER DETAIL 1/4„ = 1" FII Architectural Graphics Incorporated 2655 International Parkway P.O. Box 9175 Virginia Beach, VA 23450 (757)427-1900 BANK OF AMERICA 9499 NE 2nd Ave. Miami Shores, FL 33138 Date 10.18.16 AGI EoR M. SMITH Lead Drafter %IYI• • DrrwnBy GEV•••• •.Proj$ct Mgr. M.JITCER • miOldli•raI Sign6111ltMicatlons • • •'Aterior • Exterio • rsjngie Fatal. aDouble'aced • •• • • r,on-Illuntyi3teg • Illuminated• • • • CAMERA FRAME ON INSIDE• an • • • 120 Volts• OF OPENING WELDED TO • • • — CANOPY CLADDING • Location • • • 1/8" ALUM. CANOPY CLADDING CAMERA FRAME RING ON INSIDE OF OPENING WELDED TO CANOPY CLADDING 1/8" ALUM. CANOPY CLADDING RDOC RD CT. 07731 15 och, PE I Engineer 3432 2/22/2018 Winfjioad Drawing Revisions • c U • • ir• •• • • • Amps(+?: • • • • • • a aa••- z 0 a. 0 ci 0 cc w . 7 o F 7 w lu 0 w W Wm w ( aaag 0 V M odOap O co w U o 0 1 1r1 w w r, ❑ C o C a a !P°z- a20zodW i- p O Z J O F ~ z o a O 0 0 a. 0 > U co O J O 0 m W O w w ❑ ❑ w w w ❑ O ❑ O ❑ a G. ❑ ❑ a > > Q Q 0 z z F 7 0 Z� o t w 2 w w 00 ao ui 2 O W O W 00 0 0. UPDATES PER MONIGLE & SHOP Drawn By I Date N. N. N- f` n rr N. ry CO CO m 0 7 ui cc co 0 0 0 o o - O CO tV N c01 0 N N O O 11 co 2 cao m m o 44AAA ®41441 ThI documen Is the sole property of Architectural Graphics, In ., and all design, manufac wring, reproduction, use and sale rights regarding the same are expressly forbidden. It Is submitted under a confidential relationship, for a special purpose, and the recipient, by accepting this document assumes custody and agrees that this document will not be copied orreproduced In whole or In part, nor Its contents revealed in any manner or to any person except for the purpose for which It was tendered, nor any special features peculiar to this design be incorporated in other projects. Code 6894 Sign Type FRAME-R-EXT WU- KIO-D7705 Type C PG #: 3A Designed Per IBC 2015 FL Edition FL Building Code 2017 6th Edition Wind Loads Ultimate Design Wind Speed 175 mph Nominal Design Wind Speed 136 mph Risk Cat 11 (3-Sec Peak Gust MPH') Wind Importance Factor I. 1 Wind Exposure C Gust Factor 0.85 Exterior components designed In accordance with applicable provisions of the ASCE 7-10 1' - 1 1/2" OF ANTENNA MOUNTING PLATE 1/4"=1" TRIM RING DETAIL 1/4rr = 1" 1 SECTION VIEW AT ANTENNA I 1/8" =1" J 1/8" ALUM. MOUNTING PLATE W/ (3) #6 THRU HOLES 5/8"0 MOUNTING HOLE - FIELD DRILL 1/8" ALUM. TRIM RING W/ (3) #6 THRU HOLES 1 MOUNTING DETAIL 1/4"=1" CISCO ANTENNA (BY OTHERS) ALUM. MOUNTING PLATE ATTACHED TO TRIM RING W/ #6 S.S.C.S. SHEET METAL SCREW ALUM. TRIM RING WELDED TO UNDERSIDE OF PANEL - APPLY WATER TIGHT NEOPRENE GASKET OR SEAL BETWEEN TRIM AND PLATE 1'-11/2" A ANTENNA MOUNTING LOCATION 1 3/4"=1'-0" 6 1/4 k HOLE IN CANOPY Ali.,I RDOC N ST II - PROFESSIONALS UM Jr' RD CT. OWELi /�07731 V73)5 ;�5 Jere rd h, PE Prole lone/ ngineer FL r 'c. # c • 32 Architectural Graphics Incorporated 2655 International Parkway P.O. Box 9175 Virginia Beach, VA 23450 (757)427-1900 BANK OF AMERICA 9499 NE 2nd Ave. Miami Shores, FL 33138 Date 10.18.16 AGI FOR M. SMITH Lead Drafter GLM Drawn By GVM • • Rrojsct Mgr. M MEYER • - I -� • PCs ,pBral Slgnipser4ications • • • • sea • am!111terlor • Exterior' •• •••� s.Single Far ,Double Paced o• •• w • amEot1•bn-Illum'in ted � •ilrllluminated•• •• •••••• • — a •• •120 Volts• Amps(+1C • Location • • • • • • 1lyilitlload • • • 2/22/2018 cc 0 • m a 0 to 0 CO Y m m 0 w 0- 7 CO • to ADDED WELD • z 0 a. 0 0 d ui m w a w • CO 0 a0 to Z(7) 0t7 ADDED COOL COLOR 0 UPDATED TO MONIGLE • W O lu to cc x 0 4 0 a UPDATED TO ADD LE 4 z z w z 4 0 w 0 0 a 0 a z z I- a 0 c Z0 z I UPDATES PER MONIGLE REV1 UPDATES PER MONIGLE & SHO FP 0 N- n N- N- I. r r r CO CO to ui O 0 0 Gi 0 it, 0 N tri oi tt1 N N ri O tD 0 0 a. � a cc m i¢ o m m o o ®44®®®®i4 a1 This document is the sole property of Architectural Graphics, In ., and all design, man factor/ g, reproduction, use and sale rights regarding the same coexpresslyforbidden. It Is submitted under a nfidential relationship, for a special purpose, and the recipient, by accepting this document assumes custody and agrees that this document will not be copied or reproduced in whole or in part, nor Its contents revealed in any manner or to any person except for the purpose for which It was tendered, nor ny special features peculiar to this design be incorporated in other projects. Code 6894 Sign Type FRAME-R-EXT WU- KIO-07705 ry PG 8: 3B 4. OF MOUNTING LOCATIONS BLOW-UP DETAIL I 3/4" =1" 6" / 1" 4" 1" / TRIM PLATE, 1/2" =1" 1/8" ALUM. PANEL ALUM. TRIM PLATE WELDED TO CABINET 1" PIANO HINGE SPOT WELDED TO CABINET AND COVER PLATE COVER ATTACHED TO TRIM PLATE W/ (2) S.S.P.H. SHEET METAL SCREWS #6 THRU HOLE IN PANEL io io 4. OF MOUNTING LOCATIONS 1 / Designed Per IBC 2015 FL Edition FL Building Code 2017 6th Edition Wind Loads Ultimate Design Wind Speed 175 mph Nominal Design Wind Speed 136 mph Risk Cat I I (3-Sec Peak Gust MPH") Wind Importance Factor I- 1 Wind Exposure C Gust Factor 0,85 Exterior components designed In accordance with applicable provisions of the ASCE 7-10 CABINET CEILING ACCESS DOOR LOCATION ANTENNA MOUNTING LOCATION 1 3/4"=1'-0" 5" f 4 0 COVER PANEL '' 1/2" =1" I 1/8" ALUM. PANEL 1 15/16"D HOLE IN PANEL 2 3/8"0 WEATHER PROOF GROMMET (PN#: ED-GR-ED193) #6 THRU HOLE IN PANEL RDOC PROFESSIONAL RD CT. 07731 15 h, PE Engineer P4 II Architectural Graphics Incorporated 2655 International Parkway P.O. Box 9175 Virginia Beach, VA 23450 (757)427-1900 BANK OF AMERICA 9499 NE 2nd Ave. Miami Shores, FL 33138 Date 10.18.16 AGI EoR M. SMITH Lead Drafter GLM Drawn By Glivi • • • • groj•ct Mgr.irwifyER • • Maggillral Sign ppkf"tcations • Interior • • Exteriors • t® *Single Fa•twl Double faced • • • an El • •• • ON ID/ on-IllumirlBted • • • Illuminated• • • • •o••• 120 • • • • Location • • • WiBidload •En• r 2/22/2018 Drawing Revisions • c a Volt! • • Amps(4111! • •• •• • z 0 o. 0 0 d CC 7 LIJ O 2 o I- 1.0 a e LIJ csi cs V m N Q 14 0 0 1 a 0 tD m W a 0 0 0 ao ¢o ° U °a 0 -J Z 0 Q 02 0 U g Q z illw 0 0 FO i 0 0 o W W W a Q W 0 0 a 0 0 a 0 G G a a » UPDATES PER MONIGLE & SHOP a a C Is i. ts h n I. I. r` m m 0n 0 0 0 0 m0 O 0 ui ri tp I: tD O N ` N 01 N O O m a a -) 0 ¢ 0 CO m 0<1144114111141 ThI documen Is the sole property o Arohitoctu al Graphics, Inc., and all design, manufac url g, reproduction, use and sale rights regarding the same are expressly forbidden. It is submitted under confidential relationship, for a special purpose, and the recipient, by accepting this document assumes custody and agrees that this document will not be copied or reproduced in whole e reo In part, nor its contents rely led Inany r to any person except for the purpose for which It was tendered, nor any special features peculiar to this design be Incorporated in other projects. Code 6894 Sign Type FRAME-R-EXT WU- KIO-D7705 Type C PG #: 3C .063 POLISHED 3/8" X 3/4" ALUM. ANGLE W/ BRIGHT DIP FINISH .025 X 1/2" WIDE #4929 VHS TAPE .063 ALUM. FRAME .045 X 1/2" WIDE #4950 VHS TAPE 1/8" ALUM FACE 1/ 2" OPEN WIDTH X.060" ALUM. PIANO HINGE POP RIVETED TO FACE FRAME & CABINET PRINCIPAL LED LIGHT TAPE 'RED' PN# PL-LT1-RD1-N-8008 ALUM. ANGLE PROP ROD .090" BRAKEFORMED ALUM. LED BOX 1/2" CLEAR POCKET ROUTED LETTER W/ 1/8" SHOULDER W/ 3M #3635-70 DIFFUSER ON SECOND SURFACE .118" ACRYLIC FACE GLUED TO FIRST SURFACE OF ACRYLIC LETTER 1/4"-20 STUDS SHOT WELDED TO INSIDE OF ALUM. FACE 5.5. DOUBLE BITTED CAMLOCK(COMPX #29058) -NOTCH FACE FRAME & CABINET TO ACCOMMODATE CAM LOCK .090" BRAKEFORMED ALUM. ANGLE FASTENED TO ALUM. SHELF W/ #8 X 1/2" S.S.C.S. SHEET METAL SCREWS & WELDED TO LOWER CABINET 1/8" ALUM FACE .063 ALUM. FRAME .045 X 1/2" WIDE #4950 VHB TAPE .063" ALUM. FRAME .118 PLASKOLITE FABBACK AR COATED CLEAR ACRYLIC MIRROR PANEL W/ 3M #3635-70 DIFFUSER APPLIED TO SECOND SURFACE W/ .063" ALUM. FRAME & #4950 VHB TAPE TO BACK & FASTENED TO ANGLES W/ DRILLED & TAPPED STUDS - OPAQUE EDGES OF PANEL WITH MARKER #10-32 STUDS SHOT WELDED TO INSIDE OF ALUM. FRAME W/ #4950 VHB TAPE 2" X 2" X 1/8" ALUM. ANGLE VERSILOKED TO BRAKEFORMED ANGLE & INFILL PANEL .063" BRAKE FORMED INFILL PANEL 3'-51/8" 17/8" 17/8' f' I ► ► 2 3/8" 2" X 3" X 1/4" STEEL TUBE FRAME .063" BRAKE FORMED RAIN GUTTER , L ATTACHED TO FRAME W/ 3M #4929 VHB TAPE J t` to .090" ALUM. BACK PANEL FASTENED TO BRAKEFORMED ALUM. BOX W/ #8 X 1/2" S.S.P.H. SHEET METAL SCREWS - INTERIOR PAINTED WHITE' A If QUICK CONNECT PLUG ON BOTH SIDES 1 7/16" X 3/4" X .090" BRAKEFORMED ALUM. CHANNEL FASTENED TO ALUM. FRAME W/ 1/4" STUDS SHOT WELDED TO BACK OF FACE PANEL A 31/4" 1 .4 J 1" X 1" X 1/8" CONTINUOUS ALUM. ANGLE TO SUPPORT ALUM. DUCT .090" BRAKEFORMED ALUM. LED SOX i Designed Per IBC 2015 FL Edition FL Building Code 2017 6th Edition Wind Loads Ultimate Design Wind Speed 175 mph Nominal Design Wind Speed 136 mph Risk Cat I I. (3-Sec Peak Gust MPH•) Wind Importance Factor 1= 1 Wind Exposure C Gust Factor 0.85 Exterior components designed In accordance with applicable provisions of the ASCE 7-10 SECTION VIEW @ ATM TOPPER 1/4" =1" .090" BRAKEFORMED ALUM. ANGLE .090" ALUM. CLADDING FORM PAINTED REFLECTIVE WHITE' ON INSIDE .063 POLISHED 3/8" X 3/4" ALUM. ANGLE W/ 3M #4959 VHS TAPE .063" BRAKE FORMED PERFORATED ALUM. ANGLE FASTENED TO BRAKE FORMED ALUM. FRAME W/ #8 S.S.P..H SHEET METAL SCREWS -MCNICHOLS PN#1753316341 .090" ALUM. CLADDING FORM PAINTED REFLECTIVE WHITE' ON INSIDE .090" ALUM. PANEL MECHANICALLY FASTENED TO BRAKE FORMED ALUM. PAN W/ #8 5.S.P.H SHEET METAL SCREWS OUTLET BOX W/ (2) DUPLEX OUTLETS .090" ALUM. BACKER PANEL VERSILOKED TO PERFORATED ALUM. ANGLES 2" X 3" X 1/8" ALUM. TUBE SUPPORTS P4I1 Architectural Graphics Incorporated 2655 International Parkway P.O. Box 9175 Virginia Beach, VA 23450 (757)427-1900 BANK OF AMERICA 9499 NE 2nd Ave. Miami Shores, FL 33138 Date 10.18.16 AGI EoR M. SMITH Lead Drafter GLM Drawn By %te • • • • project Mgr. FJL11 IEYER • • • � ral SigrO ppfications • •} btterior • Exterioe era; Single Fasted fl Doublefaced • • • •• • t>•a• •• • we 5 4 Yon-Illumii ted • • • • • Illuminate• • d, • •• •• • • • • • • • • • 120 Volts .W) Amps( • Location • • • Windload • • • "we' 3 CONDUCTOR BLACK POWER CORD TO LOWER ATM CABINET - NEMA 5-15 PLUG - 55TO ROUND 14/3 AWG @ 12'-0" LENGTH - PROVIDE STRAIN RELIEF @WIREWAY 1 3/4'0 HOLE FOR PLASTIC BUSHING .090" BRAKE FORMED ALUM. SHELF VERSILOKED TO INSIDE OF CABINET 1" X 1" X 1/8" ALUM. ANGLES WELDED TO BOTTOM OF SHELF & SIDES OF CABINET l TECA AHP-1800XEHC PART #0-0130-5-000 LSOLID STATE A/C & HEATER 1" URDOCAd E;a; ;�..xEEFNA BIRD CT. J 07731 15 J F ch, PE ngineer 32 2122J2018 Drawing Revisions • a cn I • • WWdo O. 0 tna cc 4 m OJ U ed 0 do of a O cc a. O O 0 co w O c0i 0 0 ¢ ¢ •• • z 0 0 d 0 w F J 0 w m W lu p I= g m a W > NI o tzi m t7 u,a1e rn a O 0 000 W 0 J 4 O 0 z 2 4 Z O W c z 4 000 04 J W 0 Z z F Z a 0 0 0 o a W ¢ D as O W 0W O o O a O D UPDATES PER MONIGLE & SHOP Drawn By I Date - n o a) to o e r` n of CO O 0 n r to 0 0es O 01 01 r CO m 01 Is CO N 14 tV O O m 2¢ 0 m m 0 114111411441 ml documen Is the sole property of Architectural Graphics, Inc., and all design, manufac uring, reproduction, use and sale rights regarding the same are expressly forbidden. IIis submitted under a confidential relationship, fora special purpose, and the recipient, by accepting this document assumes custody and agrees that this document will not be copied or reproduced In whole or part, nor Its contents revealed In any manner hom �r to any person except for the purpose for which it was tendered, nor any special features peculiar to this design be incorporated in other projects. Code 6894 Type Sign Type FRAME-R-EXT WU- KIO-D7705 PG M: 4 / 3'-51/8" A / 2 3/4" / L 7 3/8" 6 3/8" 1'-71/2" 1' -11 1/8" 4- 8 3/4" 6 1/8" J / 2 3/4" / OF MOUNTING • o LI 11 11 11 1' - 6 1/8" A/C & HEATER t .4 4 / .090" BRAKEFORMED ALUM. ANGLE FASTENED TO ALUM. SHELF & LED BOX W/ #8 X 1/2" 5.S.C.S. SHEET METAL SCREWS 1 7/16" X 3/4" X .090" BRAKEFORMED ALUM. CHANNEL FASTENED TO ALUM. FRAME W/ 1/4" STUDS SHOT WELDED TO BACK OF FACE PANEL GE TETRA MINI MAX 'WHITE' 7100 LED MODULES MOUNTED TO BACK PANEL 05 5 SECTION 1/4"=1" J 3/4"0 H.H. CAP SCREWS FASTENED TO STEEL FRAME 3/4" STEEL NUT 2" X 3" X 1/4" STEEL TUBE FRAME Designed Per IBC 2015 FL Edition FL Building Code 2017 6th Edition Wind Loads Ultimate Design Wind Speed 175 mph Nominal Design Wind Speed 136 mph Risk Cat I I (3-Sec Peak Gust MPH') Wind Importance Factor 1= 1 Wind Exposure C Gust Factor 0.85 Exterior components designed In accordance with applicable provisions of the ASCE 7-10 1" X 1" X 1/8" ALUM. ANGLES WELDED TO BOTTOM OF SHELF & SIDES OF CABINET a/ it 'OC RODASSIONALS RIN O( D CT. 731 h, PE nginoer 432 2i22/201 B Architectural Graphics Incorporated 2655 International Parkway P.O. Box 9175 Virginia Beach, VA 23450 (757)427-1900 BANK OF AMERICA 9499 NE 2nd Ave. Miami Shores, FL 33138 Date 10.18.16 AGI EoR M. SMITH Lead Drafter GLM Drawn By GLM Project Mgr. M. MEYER General Sign Spec tcati1ns , ❑ Int,rior • • `rycterior • • • • • • r RSingie Faced Qllo.ible Faced • 101••• • 1;14111 jlluminated • • • •••r••• • • • RjIjjlninated ''•++• • • f¢O Volts • • • • Ampsl•/►)• •••• � I • Mika► • • ••am• • MVO • •• . ••M•• • • • •AM •• •• •• • • • • O a a CC m c is C ••• • ••• a a • • • • • UPDATED BREAKER SPECS UPDATED LOUVER. PG18 ADDED WELDS TO PG. 2, 6 & 7 • ADDED COOL COLOR OPTION, WHITE PERIMETER L.E.D. OPTION •• •• •t • • z 0 0 W 0 W m W x 0 cc C Z Q f_!1 O W 0 0 0 0 W 0 O . �• 0 M CO t7 a W Z Z F z Q C W 0 °Q z Q ui cc 0 UPDATES PER MONIGLE REV10 • • UPDATES PER MONIGLE & SHOP • • ewe •• • to a C N- td 0 N- O 0 n N. 0 n_ O) 0 F- O N 0 ci F- P! ci F- to N ci m A 0 CO t0 O 0 as m a -, 41 a m 41 41 0 441 a cc a Q B m Q B m cc 0 Thl document Is the sole property of Architectural Graphics, In ., and all design, m nufac uring, coproduction, se and sale rights regarding the same are expressly forbidden. It is submitted under a confidential relationship, for a special purpose, end the recipient, by accepting this document assumes custody and agrees that this document will not be copied or reproduced In whole or In part, nor its contents revealed In any manner or to any person except for the purpose for which It was tendered, nor any special features peculiar to this design be Incorporated In other projects. Code 6894 �Ype Sign Type FRAME-R-EXT WU- KIO-D7705 PG 8: Designed Per IBC 2015 FL Edition FL Building Code 2017 6th Edition Wind Loads Ultimate Design Wind Speed 175 mph Nominal Design Wind Speed 136 mph Risk Cat I I (3-Sec Peak Gust MPH.) Wind Importance Factor I. 1 Wind Exposure C Gust Factor 0.85 Exterior components designed In accordance with applicable provisions of the ASCE 7-10 i0 i0 4'-13/4" / 1'-41/4" 1'-51/4" 1'-41/4" OF TUBES Y El El 2" X 3" X 1/4" STEEL TUBE WELDED BETWEEN ADJACENT STEEL TUBES 3" X 4" X1/4" STEEL TUBE IC 3/l6" <SIM. OPP. TYP. U.N.O. 06 1 STEEL FRAMING - FRONT VIEW 3/4"=1'-O" 1" 3" X 3" X 1/4" STEEL TUBE WELDED BETWEEN ADJACENT STEEL TUBES 2" X 3" X 1/4" STEEL TUBE UPRIGHT WELDED BETWEEN ADJACENT STEEL TUBES TOP & BOTTOM 2" X 4" X 1/4" STEEL TUBE UPRIGHTS WELDED BETWEEN ADJACENT STEEL TUBES TOP & BOTTOM 2" X 4" X 1/4" STEEL TUBE UPRIGHTS @ BACK WELDED BETWEEN ADJACENT STEEL TUBES TOP & BOTTOM 2" X 3" X 1/4" STEEL TUBE @ BACK WELDED BETWEEN ADJACENT STEEL TUBES 3" X 4" X1/4" STEEL TUBE 2' -10 3/4" 2'-6 3/4" 06 2 RIGHT SIDE VIEW 3/4"=1'-O" O / 1' - 2" kOF HOLES 4' -1 3/4" 1'-51/4" (E. 1' 2" 1 l 1 00 00 o o 00 00 O O O O O O 00 00 I 'ip. 06 3 PLAN VIEW 3/4"=1'-0" 3 3/4" / 11/4" X 11/4" it OF HOLES Y 11/4" / C)6 4 BASE PLATE DETAIL 1/2"=1" 1"0 HOLE TO ACCOMMDATE 3/4" SIMPSON TITEN HD SCREW 3/4" STEEL BASE PLATE 3/4"0 HOLE TO ACCOMMDATE MOUNTING HARDEWARE 5/8'0 NUT WELDED TO PLATE SIGN 2 MURDOC pane "S O ALS RD CT. J 07731 15 ooh, PE of Engineer Lic. #73432 P411 Architectural Graphics Incorporated 2655 International Parkway P.O. Box 9175 Virginia Beach, VA 23450 (757)427-1900 BANK OF AMERICA 9499 NE 2nd Ave. Miami Shores, FL 33138 Date 10.18.16 AG! EoR M. SMITH Lead Drafter GLM Drawn By GLM Project Mgr. M. MEYER • 2/22/2018 • • • • 0 General Sign S'AERitations • ••••ta 1;0i i erior • • •1 Exterior • i Silvia Faced :•[•ibouble Faced r i—•1•• •••• ••••s {j Nan -Illuminate 111gtminatett • • • • I••• 120 dolts•• • • • • • Walaload • • • • ictattn • ••••sa• • • •••• Amin ` 11 • • • • • • • • • • • • •• • Drawing Revisions • a 0 UPDATED BREAKER SPECS UPDATED LOUVER. PG18 • s • ADDED WELDS TO PG. 2, 6 & 7 •• • ADDED COOL COLOR OPTION, WHITE PERIMETER LE.D. OPTION • • s• .• •• • 0 0 0 w t, W m lu x 0 CC 0 N 0 W J 0 0 0 0 lu a 0 a co atl m th w a 0 w 0 0a a z z w z Q 0 W 0 0a a s • • UPDATES PER MONIGLE & SHOP •• • • •till.• • • a 0 n B, °i O n O O n_ oa O I. 0) O n O n ui O csi I- oi F- tc N 01 co r O CO to O 0 m m 0` Q Q 2 m 141 a rc 41 cc 0 a i m 41 Q B, m cc 04141 Thl document Is the sole property of Architectural Graphics, In ., and all design, man tac °ring, reproduction, se and sale rights regarding the same are expressly forbidden. It is submitted under a confidential relationship, fora special purpose, and the recipient, by accepting this document assumes custody and agrees that this document will not be copied or reproduced in whole or In part, nor Its contents revealed In any manner or to any person except for the purpose for which It was tendered, nor any special features peculiar to this design be Incorporated in other projects. Code 6894 Sign hype FRAME-R-EXT WU- KIO-D7705 Type C PG N: 6 IC) iq a / 4' -1 3/4" 1'-41/4" 1'-51/4" 1'-41/4" OF TUBES 2" X 3" X1/4" STEEL TUBE WELDED BETWEEN ADJACENT STEEL TUBES L—LEll 2"X. BI 2" X 3" X B II < SIM. OPP. STEEL FRAMING - REAR VIEW 3/4"=1'-0" " X 4" X1/4" STEEL TUBE 3" X 3" X 1/4" STEEL TUBE WELDED BETWEEN ADJACENT STEEL TUBES 2" X 4" X 1/4" STEEL TUBE UPRIGHTS WELDED BETWEEN ADJACENT STEEL TUBES TOP & BOTTOM "X 1/4" STEEL TUBE UPRIGHTS @ CK WELDED BETWEEN ADJACENT STEEL TUBES TOP & BOTTOM 1/4" STEEL TUBE @ BACK WELDED ETWEEN ADJACENT STEEL TUBES 3" X 4" X1/4" STEEL TUBE / 2'-10 3/4" 2'-6 3/4" / LEFT SIDE VIEW 3/4"=1'-0" (2 Designed Per IBC 2015 FL Edition FL Building Code 2017 6th Edition Wind Loads Ultimate Design Wind Speed 175 mph Nominal Design Wind Speed 136 mph. . Risk Cat I I (3-Sec Peak Gust MPH.) Wind Importance Factor I- 1 Wind Exposure C Gust Factor 0.85 Exterior components designed In accordance with applicable provisions of the ASCE 7-10 4' -1 3/4" /51/8'/ ¶OF BASE PLATES 3'-31/2" STEEL BASE PLATE SECTION 3/4" =1' - 0" MOUNTING DETAIL 3/4"=1'-0" STEEL FRAME 5/8".0 LEVELING BOLT STEEL PLATE 51/8" 3/4'0 SIMPSON TITEN HD SCREW ANCHOR INSTALLED PER MANUFACTURERS DIRECTION SPECIAL INSPECTION REQUEIRED FL P li ic. RDoeftli PROPIMANIPM RD CT. 07731 5 och, PE I Engineer 3432 2/22/2018 P411 Architectural Graphics Incorporated 2655 International Parkway P.O. Box 9175 Virginia Beach, VA 23450 (757)427-1900 BANK OF AMERICA 9499 NE 2nd Ave. Miami Shores, FL 33138 Date 10.18.16 AGI EoR M. SMITH Lead Drafter GLM Drawn By GLM Project Mgr. mAigyER • Genlral Sign Sp8AffbaJtions • • • • • • • ' ❑ inferior :11 gxterior �sagle Faced• • inDouble Faced • • • • • • • LJ i qP-Illumirytej • • • err•• • •••• rlliuminated• •• • mot • • • • 120 1(plts • • • Amps(+/-) •• •• • • • • Location raavI dI%ad S • • • •• • • a cc c 0 a C) ED BREAKER SPE a 0 • TED LOUVER. PG18 a a Iw • • 06 5o N a 0 (0 0 J w w 0 0 4 • • z 0 0 ci J tr Fw- W 2 W a. w I- x z 0 I- a 0 0 0 0 O 0 0 W 0 0 a • DATED 10.18.17 co UPDATED TO MONIGLEDWG S • 4 • 0 a 0 W l7 W m W CC O UPDATED TO ADD LED'S AN z W z a C W a 4 J 0 a z z F 4 0 O c a z a •1 z co O cc 0 0 t) UPDATES PER MONIGLE REV10 • a 0 co to m z 0 2 G W a w 0 a • • • • • • • • 4=• n n I- N- n n n r- co co m d) 0 I; 0 0 l: tb 0 CT') O 0 uS O PI cn lV CO N N r: O Ce O O m a O 0 a Ce m 2 a R 0 4 m a Ce m J 0 This document la the sot property of Architectural Graphics, In ., and all design, manufacturing, reproduction, se and sale rights regarding the same expressly forbidden. It Is submitted under a confidential relationship, for a special purpose, and the recipient, by accepting this document assumes custody and agrees that this document will not be copied or reproduced in whole or In part, nor Its contents revealed In any manner or to any person except for the purpose for which It was tendered, nor any special features peculiar to this design be Incorporated In other protects. Code 6894 Type Sign type FRAME-R-EXT WU- KIO-D7705 PG #: 6A • .090" ALUM. BACKER PANEL VERSILOKED TO PERFORATED ALUM. ANGLES .063" BRAKE FORMED PERFORATED ALUM. ANGLE FASTENED TO BRAKE FORMED ALUM. FRAME W/ #8 S.S.P..H SHEET METAL SCREWS -MCNICHOLS PH #1753316341 .090" ALUM PANEL 1"8 FLEXIBLE CONDUIT FOR DATA CABLES TO ATM 2 GANG OUTLET BOX .090" BRAKE FORMED ALUM. SHELF BEYOND 1/2" X 1/2" X 1/8" ALUM. ANGLE PROP ROD FASTENED TO STEEL TUBE W/ #8 TEKS SCREW .090" BRAKE FORMED ALUM FRAME - FULLY FINISH CORNER JOINT ROUT LED WIRES THRU GROMMET 000 a —tom+-• Designed Per IBC 2015 FL Edition FL Building Code 2017 6th Edition Wind Loads Ultimate Design Wind Speed 175 mph Nominal Design Wind Speed 136 mph Risk Cat II (3-Sec Peak Gust MPH.) Wind Importance Factor I- 1 Wind Exposure C Gust Factor 0.85 Exterior components designed In accordance with appBcable provisions of the ASCE 7-10 t<) N 8 3/8" OF A/C 0 07 1 PLAN SECTION @ TOPPER 3/16" =1" P E FL P . #7 ,A• 4 RDOCatid ERjri ROYCSSIONA D CT. 731 by PE gine.r 2 2/22/2018 1/8" X 1 1/2" ALUM. DOUBLER VERSILOKED ON ONE SIDE & FASTENED W/ #8 X 1/2" 5.5. UNDERCUT SHEET METAL SCREWS ON OTHER SIDE @ 10" O.C. 1 3/4"0 HOLE FOR PLASTIC BUSHING 1 SOLID STATE A/C UNIT Architectural Graphics Incorporated 2655Intemational Parkway P.O. Box 9175 Virginia Beach, VA 23450 (757)427-1900 BANK OF AMERICA 9499 NE 2nd Ave. Miami Shores, FL 33138 Date 10.18.16 AGI EoR M. SMITH Lead Drafter GLM Drawn By GLM Project Mgr. M. MAYER • General Sign Sd�iliCations• • • • a. • • Irlierior • •x• terior • t • Ill %angle Facet' • L_I Double Faced • ¶•• • • • ••••GM • ¶'iQn-Illumwi ioa • . • • is illuminated •• ••••• \• • • • • • 120 • • • • • • • Volts. • Amps(+/-) • Ldcetton • • • • • • • • • • • IVtdrpad • N. STAINLESS STEEL DOUBLE BITTED CAMLOCK (COMPX #29058) - NOTCH ALUM. ANGLE CLIP & CABINET TO ACCOMMODATE CAM LOCK .090" X 1" X 1 1/4" BRAKEFORMED ALUM. ANGLE YERSILOKED TO ALUM. FRAME PRINCIPAL LED LIGHT TAPE (SEE OPTION BOX) ADHERED TO BRAKE FORMED ALUM. CABINET AROUND PERIMETER OF REVEAL -POWER SUPPLIES LOCATED INSIDE KIOSK 1/2" CLEAR POCKET ROUTED LETTER W/ 1/8" SHOULDER CHECK BOX L.E.D. ACCENT OPTIONS RED PERIMETER L.E.D. PN# PL-LTI-RDI-N-8008 WHITE PERIMETER L.E.D. PN# PL-LTI-MWI-P-8008 0 O m • Is c R 0 • • • a 0 c 0 to w ED BREAKER S 0 a D co TED LOUVER. 0 a • • 06 to ADDED WELDS TO PG • z 0 0 0 ui J cc w ADDED COOL COLOR OPTION, WHITE PERIM • r co 0 Le IL 0 N c Q y 3 0 J C3 Z 0 2 O GF O 0 el OA 00 0 0. 0. • W t, W 0 4 N 0 W J 0 0 0 M P! a Q z z w I - a 0 W 0 0Q • z z W z Q 0 0 O O W zJUl O 0 0 2 W a fa W 0 0. COLOR OPTION • • •t • • • UPDATES PER MONIGLE & SHOP n n n N. n r to co IA N 0 0 N 0 Oi 0 O ui O to of CO tV A O O 0 a. a 0` 7 i m AAA cc Q Q cc J 2 2 J cCO r0 r0 0 .1.41.1441 This document Is the sole property o Architectural Graphics, Inc., nd all desig , manufac wring, reproduction, use nd sale rights regarding the same are expressly forbidden. It is s bmitted under a confidential relationship, for a specie purpose, and the recipient, by accepting this document autumn custody and agrees that this document will not be copied or reproduced In whole or In part, nor its contents revealed In any manner or to any person except for the purpose for which It was tendered, nor y special features peculiar to this design be Incorporated in other projects. Code 6894 Sign type FRAME-R-EXT WU- KIO-D7705 hype C PG #: 7 Designed Per IBC 2015 FL Edition FL Building Code 2017 6th Edition Wind Loads Ultimate Design Wind Speed 175 mph Nominal Design Wind Speed ^ 136 mph Risk Cat II (3-Sec Peak Gust MPH') Wind Importance Factor I- 1 Wind Exposure C Gust Factor 0.85 Exterior components designed In accordance with applicable provisions of the ASCE 7-10 .090" ALUM. BACK PANEL .090" BRAKEFORMED ALUM. LED BOX W/ SIDES WELDED CLEAR ACRYLIC MIRROR PANEL 3M #4950 VHB TAPE 1 PLAN SECTION @ LEP BOX 8 3/16" =1" / — I I/ z BLOW-UP DETAIL 8 3/8" =1" 1/8" X 1 1/2" ALUM. DOUBLER VERSILOKED ON ONE SIDE & FASTENED W/ #8 X 1/2" S.S. UNDERCUT SHEET METAL SCREWS ON OTHER SIDE .090" ALUM. FILLER PANEL WELDED IN FRAME TO PREVENT ¢ LIGHT LEAKS P411 Architectural Graphics Incorporated 2655 International Parkway P.O. Box 9175 Virginia Beach, VA 23450 (757)427-1900 BANK OF AMERICA 9499 NE 2nd Ave. Miami Shores, FL 33138 Date 10.18.16 AGI EoR M. SMITH Lead Drafter GLM Drawn By GLM Project Mgr. M• pl l'ER • Gerteral Sign Sdbeineations • • • • a. • •-•-1 • u • Inferior a '�xterior • MD 111 Single Face • b Double Faced• • tit•• • • • LJ • • S. se• • Sort-iIIumiV•ri • • f Iuminate! —•••• 120 welts • Am s+/- •• P ( ) •• • • • • • •••• .. ... •• •• • • • • Location riticinad • POLISHED ALUM. ANGLE W/ BRIGHT DIP FINISH RDOC 6 PROPPSSIONA BIRD CT. J 07731 215 rdoch, PE na/ Engineer .#73432 2/22/2o1a • • • in in U rn W co ED BREAKE 0 a c UPDATED LOUVER. • • od cx t; ADDED WELDS TO •t • Z 0 0. 0 0 w .J Er OC Si G. t x z 0 0 ¢ 0 O O O 0 0 w 0 0 • co 0 0 0 0 csi rn C7 O O ILI O. • / z 0 I- a 0 W C7 W W 2. x 0 ¢ a C N a W G G 4 0 I- O 0 a z W z 4 0 w 0 4 a a z z F a Ci c C z z a Vl z 0 0 ¢ 0 O u .••• • • • UPDATES PER MONIGLE REV70 • • • • • • • • • UPDATES PER MONIGLE & SHOP C I. r N. I. r N. n N. m m CO iti N. 0 0 N. oS 0 of O 0 iri O tV Pi tV 10 N N n 0 of O O fit n i g i a a ¢ < < ¢ 44444414444 This document Is the sae property of Architectural Graphics, Inc., and all design, manufac wring, reproduction, use and sale rights regarding the same are expressly forbidden. It Is submitted under a confidential relationship, fora special purpose, and the recipient, by accepting this document assumes custody and agrees that this document will not be copied or reproduced in to whole or In part, nor I contents metaled Inany manner or to any person except for the purpose for which it was tendered, nor any special features peculiar to this design be Incorporated in other projects. Code 6894 Sign Type FRAME-R-EXT WU- KIO-D7705 Type C PG It: 8 Designed Per IBC 2015 FL Edition FL Building Code 2017 6th Edition Wind Loads Ultimate Design Wind Speed 175 mph Nominal Design Wind Speed 136 mph Risk Cat II (3-Sec Peak Gust MPH*) Wind Importance Factor I. 1 Wind Exposure C Gust Factor 0.85 Exterior components designed In accordance with applicable provisions of the ASCE 7-10 ACCESS DOOR ASTRONOMIC TIME CLOCK INTERMATIC #ET8415CR - MOUNTED BELOW PANEL EATON #BR10203100S11 100A 120/240V AC 1 PHASE LOAD CENTER W/ (1)100 AMP DBL POLE TYPE 'BR' BREAKER & (4) 20 AMP SINGLE POLE & (1) 30 AMP SINGLE POLE TYPE 'BR' BREAKERS 9 3/8" 1" 1' - 4" 1" 1" 7 1/2" ff 11 } A to noUe .063" ALUM. FILLER I5 WELDED TO BRAKEFORMED ALUM. ANGLE A N 0) 1 0 1'-31/4" 0 UR URDOC EER�I�TA 2 F GBIRD CT. NJ 07731 8215 2/22/2018 rdoch, PE lessi . net Engineer PE Li, . #73432 N 0 0 d U 0 0 0 0 U I \ \ L CDPLAN SECTION @ ATM 3/16" =1" 0 1'-0" e 0000000o0000000 00000000000000 000000000000000 00000000000000 0000000000000004 00000000000000 000000000000000 00000000000000 000000000000000 00000000000000 000000000000000 00000000000000 000000000000000 00000000000000 000000000000000 00000000000000 000000000000000 00000000000000 000000000000000 00000000000000 000000000000000 00000000000000 A 14 4 all .090" ALUM. AC EXHAUST DUCT GROOVED & FOLDED & WELDED TO ALUM. BACKER PANEL .090" X 5" X 11 3/4" GROOVED & FOLDED DUCT BOX WELDED TO ALUM. BACKER PANEL Architectural Graphics Incorporated 2655 International Parkway P.O. Box 9175 Virginia Beach, VA 23450 (757)427-1900 BANK OF AMERICA 9499 NE 2nd Ave. Miami Shores, FL 33138 Date 10.18.16 AGI EoR M. SMITH Lead Drafter GLM Drawn By GLM Project Mgr. VI,,YER • General Sign 8pl8iAcations • • • • .090" X 6" X 1' - 01/2" GROOVED & • ❑ lhterior • Exterior • • FOLDED DUCT BOX WELDED TO ALUM. • • Single Fa�8d • ElDouble aced MOUNTING ANGLE OUTLINE OF ALUM. DUCT PAN ABOVE - ALIGNS WITH BOTTOM OF SOLID STATE A/C UNIT .090" PERFORATED ALUM. SCREEN ON TOP OF CUT OPENING I - PANEL TO HAVE 50% OPEN AREA J .090" BRAKE FORMED ALUM. CLADDING • •• ~ tion-IIIurl4rtajed• • ••• * Illuminatid • • • a • •••• 120 _'�olt8 . Amps(+/-) • CoCation • • • • : � J lt�ioad CI* ••••♦ • • L • • • • • G • 1" X 1" X 1/8" ALUM. ANGLE FASTENED TO STEEL TUBE UPRIGHT W/ #10 TEKS SCREW - TOP & BOTTOM OF DUCTWORK & COPE CUT TO LENGTH OF DUCT .063" BRAKEFORMED ALUM. DUCT WELDED AND GRIND SMOOTH AT CORNERS & WELDED TO VERTICAL BRAKEFORMED ANGLE CONNECT ANGLE & CHANNEL @ CORNER & WELD TOGETHER .063" BRAKE FORMED PERFORATED ALUM. CHANNEL WELDED TO BRAKEFORMED ALUM. FRAME -MCNICHOLS PN#1753316341 .063" BRAKE FORMED ALUM. ANGLE FASTENED TO ADJACENT BRAKEFORMED ALUM. ANGLE W/ #8 S.S.P..H SHEET METAL SCREWS Drawing Revisions UPDATED BREAKER SPECS • • • • • • • •• r••.•. •• • r • • •• • N ed to W < 01 a. ci Lu O 0 0 OJ w ILI 00 O.a z O a. O 0 O W 7 O F CO W LL1 p 2 M w m W W W 0. t 0 = N 4 •— z 0 C7Q P rn OWW iz —I O - z o o 2o 4 O - O0 F- O W O o 0 a 0 0 O Q z z F o a 01 02c W p a a C z W Z op °Q zz z C z 4 0 la O 40 tea,' • •• • I• • o 0 0 ea N Q o6 J J 00 EE i2 W W d 0. ILI Q Q > 0. Drawn By I Date r_ Is P n n CO CO 6 0 I,:0i 0 ui tG rb 6 0 0 0 00 tV C,'� N el lV 14 oe O r M O 0 222 41 22S-JE2-I m i¢ D m m D 41A� ®®4144© This doeunten Is the sole property o Archlteehrel Graphics, Inc., nd all design, manufac wring, reproduction, se nd sale rights regarding the same are expreasy forbidden. It Is submitted under a confidential relationship, for a special purpose, and the recipient, by accepting this document assumes custody and agrees that this document will not be copied or reproduced in whole or in part, nor Its contents revealed In any manner or to any person except for the purpose for which It was tendered, nor any special rectums peculiar to this design be incorporated in other projects. Code 6894 Sign Type FRAME-R-EXT WU- KIO-D7705 Type C PG II: 9 MC • HEATER 1 V 1/2" 9" c4 0 iq Designed Per IBC 2015 FL Edition FL Building Code 2017 6th Edition Wind Loads Ultimate Design Wind Speed 175 mph Nominal Design Wind Speed 136 mph Risk Cat 11 (3-Sec Peak Gust MPH") Wind Importance Factor 1= 1 Wind Exposure C Gust Factor 0.85 Exterior components designed In accordance with applicable provisions of the ASCE 7-10 1090" ALUM. BRAKE FORMED DUCT PAN ITO LINE UP WITH BOTTOM OF A/C UNIT I - ADD FOAM GASKET TO PERMITER L. EDGE TO SEAL AGAINST A/C UNIT 1" X1" X1/8" X 2' - 11" CONTINUOUS ALUM. ANGLE TO SUPPORT ALUM. DUCT FASTENED W/ (3) #8 X 1/2" 5.5.P.H. SHEET METAL SCREWS 1"X1"X1/8"X2'-11"CONTINUOUS ALUM. ANGLE TO SUPPORT ALUM. DUCT FASTENED W/ #8 X 1/2" S.S.P.H. SHEET METAL SCREWS DRAIN TUBE TO CONNECT IN FIELD TO ATM A/C DRAIN LINE W/ 3/4" SLIP X FHT PVC HOSE FITTING & NYLON ADAPTER HOSE BARB X GHT FITTING SECTION @ EXHAUST DUCT 10 / 3/32" = 1" rIEWIER 7 1/2" 0 0 Fo 1 •_M.• A. a•" J N.pn-Illumjp3t d • • ~IrIlluminatee • • to I (A• —• • • • 120 Amps(+/-)_ • • • Ltidation •• •• •••• IW • 40ad • Architectural Graphics Incorporated 2655 International Parkway P.O. Box 9175 Virginia Beach, VA 23450 (757)427-1900 BANK OF AMERICA 9499 NE 2nd Ave. Miami Shores, FL 33138 Date 10.18.16 AG! EoR M. SMITH Lead Drafter GLM Drawn By GLM Project Mgr. IVWOYER • General Sign Spdctf%Cations • • • • • w❑ Ulterior • ItExterior • • t•• gr3ingle Fade%• • ❑ Double aced • • • • 0, SECTION @ INTAKE DUCT 3/32" = 1" rdoch, PE •f• onaj Engineer F ' E ic. #73432 RDOCOW " k I E1�L*IN S N STR . jTif //' PROFHSSIONA HUM /e:IRDCT. OWE ,�/f'J07731 973)/•/r -215 1 2/22/201 B • • •• • • • 0 ED BREAKER SPEC 0 0_ • TED LOUVER. PG18 0 O. • • co co N a g 0 W 0 0 0 • • z O ER L.E.D. 0 2 it a w x z 0 0 it 0 0 0 0 O 0 0 • • CO 0 0 0 co y 3 0 J 0 0 2 0 0 z 0 I= a 0 W t7 W m lu x 0 cc N 0 0 0 Q 0 I- 0 W 0 a O M o!{ es a a Q z W z Q 0 W 0 0 W z a 0 0 0 z a In z 0 0 cc 0 0 A y r, • p • II••ON • • UPDATES PER MONIGLE REV10 UPDATES PER MONIGLE & SHOP n n I` I. I. I. dG us us N- 0 0 is 0 of 0 0 of 0 N r,) N co N N I- 0 tD 0 0 Sc m i a 0 com c �444®4111 1141 Thl documen Is the sole property of Architectural Graphics, Inc., and all design, m nufac urine, reproduction, use and sale rights regarding the same are expressly forbidden. It is submitted under a confidential relationship, for a special purpose, and the recipient, by accepting this document assumes custody and agrees that this document will not be copied oreprroducedwan . or panor its contents revealed In any r to any person except for the purpose for which it was tendered, nor any special features peculiar to this design be incorporated in other projects. Code 6894 Sign Type FRAME-R-EXT WU- KIO-D7705 type C PG II: 10 OPEN LOUVERS TO FEED INTO DUCTWORK i 0 Bank of America idele; - 31/4" T 71/2" Iddd. 8 1/2" I. I r� AAAA2 ddd 5/8" i'5 3/4f 1 1' - 9 3/4" 2 5/8"— a REAR ELEVATION 3/4"=1'-0" 3'-51/8" 1' -1 9/16" 1' - 2" 1' -1 9/16"/ • ELEVATION SIDE VIEW 1/2"=1'-0" LOUVERS TO BE SOLID AROUND DUCTWORK - BACK W/ .063" ALUM. .090" ALUM. PAN ACCESS DOOR POP RIVETED TO ALUM. HINGE 1'0 PUNCH OUT HOLES IN TOP OF CABINET - W/ ELECTRICAL HOLE PLUGS / 3'-5 3/16" / 4 7/8" 1' - 6 1/4" 10 5/16" 7 3/4" / 13 1/16"1 .090" X 1" X 3/4" BRAKEFORMED ALUM. ANGLE I WELDED TO INSIDE OF ALUM. CLADDING - APPLY FOAM GASKET ON SIDES AND TOP I I TO PREVENT WATER ENTRY .090" ALUM. PAN FORMED HINGED ACCE55 DOOR W/ CAMLOCK STAINLESS STEEL DOUBLE BITTED CAMLOCK (COMPX #29058) - NOTCH FACE FRAME & CABINET TO ACCOMMODATE CAM LOCK to 2' -11 1/4" DUCT DETAIL 1/8" = 1" 2 7/8' I- C- i9 N\ Designed Per IBC. 2015 FL Edition FL Building Code 2017 6th Edition Wind Loads Ultimate Design Wind Speed 175 mph Nominal Design Wind Speed 136 mph Risk Cat I I (3-Sec Peak Gust MPH•) Wind Importance Factor I. 1 Wind Exposure C Gust Factor 0.85 III Architectural Graphics Incorporated 2655 International Parkway P.O. Box 9175 Virginia Beach, VA 23450 (757)427-1900 BANK OF AMERICA 9499 NE 2nd Ave. Miami Shores, FL 33138 Date 10.18.16 AGI EoR M. SMITH Lead Drafter GLM Drawn By GLM Project Mgr. 11a.J YER • G•heral Sign S s& f f ations • • • —❑ lRterior :I'll Exterior • •• •ttm IrSgi•••• ngle Faced ❑ Double Faced • • • • •••o • • 1•Thipn-Illurtypatsd • • �r111uminat d • • •r••• 120`J1%olt� •• • •• •• • Location 1`ntaoad • • Exterior components designed In accordance with • applicable provisions of the ASCE 7-10 .090" ALUM. PAN WELDED ALUM. ANGLE FRAME 1 1/20 PUNCH OUT HOLES IN BOTTOM OF CABINET ir) 1' - 2" ACCESS DOOR ACCESS DOOR PLAN DETAIL 1/4" = 1" ALUM. HINGE PLUG WELDED I ITO ALUM. ANGLE FOAM GASKET BETWEEN I IHINGE LEAFS TO PREVENT WATER ENTRY 1 1/4" X 1 1/4" X 1/8" ALUM. ANGLE VERSILOKED TO INSIDE OF ALUM. CLADDING URDOC fit Iitl. urdoch, PE s •nal Engineer - U• #73432 URA PROYRSSIONA GBIRD CT. NJ 07731 -8215 2/22/201$ • • • 0 Ya G e A a • • • a c U rn Y cc m 0 w O a • • Amps(+/-) •� co 0. a cc w 0 -J a O. I • • a a O ADDED WELD • • z O 0 d ui U m w • • I • G a O J a O 4 0 O w O O. a a z z F a c a a I- z 0 fn z 0 0 cc 0 0 0 rl •T `741.1 • g • I• •GM • I UPDATES PER MONIGLE REV10 UPDATES PER MONIGLE & SHOP n n n n I- r n n to CO a 0 0 N of 0 0 it) 0 th tV ea Cd tV r O tt) 0 0 • a i a i m 4164Z i f 2 J 2 2' J 20220 441441 Thin document Is the sole property of Architectural Graphics, In ., and all design, manufac url g, reproduction, se and sale rights regarding the same are expressly forbidden. R Is submitted under a confidential relationship, for a special purpose, and the recipient, by accepting thin document assumes custody and agrees that this document will not be copied or reprredueedIn whole or in part, nor Its contents revealed inany manner or to any person except for the purpose for which it was tendered, nor any special features peculiar to this design be incorporated in other projects. Code 6894 Type Sign Type FRAME-R-EXT WU- KIO-D7705 PG #: 18 .090" ALUM. BACKER PANEL VERSILOKED TO PERFORATED ALUM. ANGLES dJ to .063" POLISHED 3/8" X 3/4" ALUM. ANGLE W/ 3M #4959 VHB TAPE & 1/8" SPACER VERSILOKED TO FILLER PANEL 6" It OF STUB -UPS ANL O a In 0.1 ( 0 Designed Per IBC 2015 FL Edition FL Building Code 2017 6th Edition Wind Loads Ultimate Design Wind Speed 175 mph Nominal Design Wind Speed 136 mph Risk Cat II (3-Sec Peak Gust MPH•) Wind Importance Factor I= 1 Wind Exposure C Gust Factor 0.85 Exterior components designed In accordance with applicable provisions of the ASCE 7-10 O tO to N 0 PLAN SECTION @ ATM 3/16" =1" 0 0 SI 2 0 0 0 FERIN uL URx RoyessiovALs URDOC u ssio E Uc. BIRD CT. 07731 215 och, PE I Engin••r 3432 2/22/2018 O .063 POLISHED 3/8" X 3/4" ALUM. ANGLE W/ 3M #4959 VHB TAPE IC O /, J 5 1/2" 1 .063" BRAKE FORMED PERFORATED ALUM. ANGLE FASTENED TO BRAKE FORMED ALUM. FRAME W/ #8 S.S.P..H SHEET METAL SCREWS -MCNICHOLS PN#1T53316341 STEEL BASE PLATE ATM UNIT 4 .090" BRAKE FORMED ALUM. CLADDING Architectural Graphics Incorporated 2655 International Parkway P.O. Box 9175 Virginia Beach, VA 23450 (757)427-1900 BANK OF AMERICA 9499 NE 2nd Ave. Miami Shores, FL 33138 Date 10.18.16 2" X 2" X 1/8" ALUM. CONTINUOUS ANGLE VERSILOKED TO CABINET & FASTENED TO STEEL TUBE W/ #10 TEKS SCREW PRINCIPAL LED LIGHT TAPE (SEE OPTION BOX) ADHERED TO BRAKE FORMED ALUM. CABINET AROUND PERIMETER OF REVEAL -POWER SUPPLIES LOCATED IN TOPPER CHECK BOX L.E.D. ACCENT OPTIONS RED PERIMETER L.E.D. PN# PL-LTI-RDI-N-8008 WHITE PERIMETER L.E.D. PN# PL-LTI-MWI-P-8008 AGI EoR M. SMITH Lead Drafter GLM Drawn By GLM • • • • • Projectr/lgr. M. PAEYER •• ••• • • Gdheral Sign Specificoti'ons • • •• .• ••• �InT�rlor i Exterior • • • l'Siogfe Faced •r] Doublr -- - - % 44.4 • • • • • • • .• El1ton-Tiuminated • • I11Ciminited • • • •• 00 •• •_•�• •1.10 Volts TAmps(+/-) • LQpatltlp•• • • •••• • • Wtndload • ▪ • • • • • • • •••• • •• 1 Drawing Revisions •• • • rn .c z 0 a 0 Ili J IL IL 2 w a w I- x n � oD Cr)o o to a ao `. o y a 0 cca w cc 0 >0 m ° w 000 w w 3 O w w O 0 0 0 a a 0 0 7 a 0 0 O rV N y 0 0 UJ -J C7 z O 2 0 0 w 0 a 7 r• e• z 0 0 W 7 w CO cc cc .4 0 a 0 Q 0 0 W O a 7 Pi .6 co C9 W Q 0 W 0 44 a z z iu I- 0 W 0 a Q • UPDATES PER MONIGLE REVIO UPDATES PER MONIGLE & SHOP •o •• f • •on•• • 0 n co 0 r. 0 r. N. o t` 0 A O n I[) cv n C7 N n tD N CO F- 0 CO N N 0 m G 2 2 2 q' 2 2 411 a 2 2 2 a 2 cc cc 0 I S I S cc 0 This document Is the sole property o Arehlteetural Graphics, Inc., nd ail design, man tau uring, reproduction, use nd sale rlgMs regarding the same are expressly forbidden. it is submitted under a confidential relationship, fora specie purpose, and the recipient, by accepting this document assumes custody and agrees that this document will not be copied or reproduced In whole or in part, nor its contents revealed In any manner or to any person except for the purpose for which It was tendered, nor any special features peculiar to this design be incorporated In other protects. Code 6894 Sign Type FRAME-R-EXT WU- KIO-D7705 Type C PG N: 12 .090" BRAKE FORMED ALUM. TOPPER VERSILOKED TO SIDE PANELS 1 4'-21/4" \ 1 /c ®® n ,I I ELECTRICAL ELEVATION @ TOPPER 3/16" =1" CE OF A/C 8 1/8" „-"A i Designed Per IBC 2015 FL Edition FL Building Code 2017 6th Edition Wind Loads Ultimate Design Wind Speed 175 mph Nominal Design Wind Speed 136 mph Risk Cat I I (3-Sec Peak Gust MPH') Wind Importance Factor I- 1 Wind Exposure C Gust Factor 0.85 Exterior components designed In accordance with applicable provisions of the ASCE 7-10 OC OFESSIONALS D CT. 07731 15 2/22/2018 oeh, PE n . l Engineer ic. #73432 2 GANG J-BOX 5:[•T RED TO ALUM. BACKER PANEL 3 CONDUCTOR BLACK POWER CORD TO LOWER ATM CABINET NEMA 5-15 PLUG - SSTO ROUND 14/3 AWG @ 12'-0" LENGTH - PROVIDE STRAIN RELIEF @WIREWAY .090" BRAKE FORMED ALUM. CLADDING PL-PS60-12 PRINCIPLE LED POWER SUPPLY & ELECTRICAL J-BOX 1 3/4".0 HOLE FOR PLASTIC BUSHING .090" ALUM. SHELF VERSILOKED TO INSIDE OF CABINET A/C UNIT IN FRONT (SHOWN DASHED) 2" X 2" X 1/8" ALUM. ANGLE CLIP VERSILOKED TO CABINET & FASTENED • TO STEEL TUBE W/ #10 TEKS SCREW ELEVATION @ BOTTOM 1 3/16" =1" 3" X 4" X 1/4" STEEL TUBE STEEL BASE PLATE • S.... Location• • - • • • Architectural Graphics Incorporated 2655 International Parkway P.O. Box 9175 Virginia Beach, VA 23450 (757)427-1900 BANK OF AMERICA 9499 NE 2nd Ave. Miami Shores, FL 33138 Date 10.18.16 AGI EoR M. SMITH Lead Drafter GLM Drawn By GLM • • • • Project Mgr. M. MEYER • • • Genitr#al Sign SpecificatAns • • •••• •••• • •••• ••000 u Interior MExicrior • • ▪ Single Faced 1;lpoulile Faced • • •••• • • • • • '• D. •••• ❑ Non -Illuminated • • •••••• • • • Illut linatBd • • • • • • 118 Volts - Amps(+/-) Windload Drawing Revisions I •••••• • GM••• • • UM••• wr••••• • •• • a is 0 UPDATED BREAKER SPECS UPDATED LOUVER. PG18 ADDED WELDS TO PG. 2, 6 & 7 ADDED COOL COLOR OPTION, WHITE PERIMETER L.E.D. OPTION • • • z 0 0 W 0 W W a. 0 cc 0 0 W 0 0 Q 0 0 O a • • 0 co m t, a 0 0 •• a z z Iu z a 0 W O Q • UPDATES PER MONIGLE REV10 UPDATES PER MONIGLE & SHOP • in O c0 0 0 0 c0 0 cn ci 0 uS 0 Cs Cs U, N Cs 03 0 co 0 0 a m a. cc CC a a 2 m a f m cc a This doeumeM Is the sole property of Architectural Graphics, Inc., and all design, man factoring, reproduction, use and sale rights regardin the same are expressly forbidden. It Is submitted under a confidential relationship, for a special purpose, and the recipient, by accepting this documen assumes custody and agrees that this document will not be copied or reproduced In whole or In part, nor its contents revealed In any manner or to any person except for the purpose for which it was tendered, nor any special features peculiar to this design be incorporated In other projects. Code 6894 Sign ljrpe FRAME-R-EXT WU- KIO-D7705 type C PG #: 13 • • Designed Per IBC 2015 FL Edition FL Building Code 2017 6th Edition Wind Loads Ultimate Design Wind Speed 175 mph Nominal Design Wind Speed 136 mph Risk Cat 11 (3-Sec Peak Gust MPH.) Wind Importance Factor I. 1 Wind Exposure C Gust Factor 0.85 Exterior components designed In accordance with applicable provisions of the ASCE 7-10 to n 3'-10 1/8" OF COPY GRAPHIC LAYOUT 1/4"=1" 6" q, OF MOUNTING STUD X MURDOC ES'7)' i''8 PROFessIr NAIS +r-IRDCT. !• �I J 07731 215 2/22I2018 i'irdoch,PE si nal Engineer E #73432 P4I1 Architectural Graphics Incorporated 2655 International Parkway P.O. Box 9175 Virginia Beach, VA 23450 (757)427-1900 BANK OF AMERICA 9499 NE 2nd Ave. Miami Shores, FL 33138 Date 10.18.16 AGI EoR M. SMITH Lead Drafter GLM Drawn By GLM. •••• • 1Projeot Mgr. M. METER ••• •• • - 1 • General Sign Specifilhtions .•• • • •••• ••• U Ulterior `Exterior • • • •••• •••••• Single Faced • •❑ Double FacA i • •• • • • • • •• ••t•• • I • Non -Illuminated. •••• Illuminated • • • • 120 Volts • Amps(+/-) • • •••is— bocatbn : • • • • • • • Windloag 4 • • w• ••• I Drawing Revisions • e a in 0 UPDATED BREAKER SPECS • UPDATED LOUVER. PG18 ADDED WELDS TO PG. 2, 6 & 7 ADDED COOL COLOR OPTION, WHITE PERIMETER LE.D. OPTION • • • • z 0 0 W C, W m W x O 4 0 N O W 0 4 O 0 w a O a • M ad m to W a a 0 W 0 0 4 z z W z a 0 UI 0 0 Q UPDATES PER MONIGLE REV10 •••••• •• ••• • UPDATES PER MONIGLE & SHOP O n c0 0 n 0 0 0 of 0 1. 0 I - lb O .N• n t7 LV n N to is 0 co lb O el O a m 0` 2 41 i -a i CD m 4 A 4 a. cc a a a CD co I cc 0 411 a lb m This document Is the sol property o Architectural Graphics, Inc., and all design, man tan uri g, reproduction, use and sale rights regarding the same ere expressly forbidden. R is submitted under a confidential raiationship, for a special purpose, and the recipient, by accepting this document assumes custody and agrees that this document will not be copied or reproduced in whole or in part, nor its contents revealed In any manner or to any person except for the purpose for which it was tendered, nor any special features peculiar to this design be Incorporated In other projects. Code 6894 Type C Sign Type FRAME-R-EXT WU- KIO-D7705 PG #: 14 • Designed Per IBC 2015 FL Edition FL Building Code 2017 6th Edition Wind Loads Ultimate Design Wind Speed 175 mph Nominal Design Wind Speed 136 mph Risk Cat I I (3-Sec Peak Gust MPH') Wind Importance Factor I. 1 Wind Exposure C Gust Factor 0.85 Exterior components designed In accordance with applicable provisions of the ASCE 7-10 r.r i-iGRAM V i \ / OFRONT SECTION va 2 HU HO (973) to TM '-545TSB OFOUNDATKINPLAN F-0 11r r 0 Tar 11.1111.111..11 1111.11111111111111111111111111111111 j\..1l�IiYllidlpl111111.1.110' ','.\ lr 1111I! ���. OSIIDEySECTION JIRSAIHEDRICK 5num,nl h:r OLLAI ALA C BdA,AA *TV I Releasetl Tc I I JobI I D.►1 BOA 20160B05 NNG aaiter 1B, 2017 SPECIAL INSPECTION STATEMENT IEDIIREDSFECIAL NSPEC110N6 Wirral MC war STEEL TAKE 1104,3 oven,E WILE MIA Soda TABLE MU ALLWAM NLrnnlmc OPERATION W PLUMBS SIBYL BE f4ROOCwLY EPEC W LY INSPECTED N ARVIONCENrToMASMJ3. PARTS IA AACI I SCE BE ALUMINUM DESIGN LN E N, AND ABS ME MGTNStfwO Noes. WAD= IMPECt@tw an0 FMp0AECER.OEPo, ❑EAVEESSNONSTNIATON STRUCTURAL LOAD LIMITATIONS: ROOK wE LOB'. 1461 ROOF LOW ifiPi ROOF Van LOYa A Po•55pa ER -Beef c.Ce•12 D.aa EO-l.1D RATJA6 WSW LOAD SiCEVEtP000PEFACTSA SNdtn fVCRTNIGE FACTOR °%Off TIEMA FADIct mo LOAD. A IMAM 000 SPEED I. noCAIEGORYI aC WFOFmOSLNECAIEG'alY a GCB •D.AS NmWLmoSSEEca0RCENr ERN • •Set w its carc.ear a camONG LOAD i Pr•MOS IOOF C0a'ONEWICUOOEtGLtlp G. r14ir*W/tar000iSIDIED R PVCDENT ON WA UPPER e1 E DP A HILL OP EYMP'Btr DTFIDNG 15 FEET N l€m/r SEISMIC LOW. AI ID C. le aC E SEIBLFED F or.Da.0• D S01O..010 RV•1mO R•3 SEISMIC USE CAMP Silt OASF 015aC FORCERESS ING 3YSiEM Se3MC W0ENCArE00RY Ne//sS PROQOWE SPECTRAL RESPONSE COEFFICIENT SPECIROL RESFONSE COSEFICIOR DESIGN E SEAR IEVOISE M WMCATxN COPTICleit FIDCOL[0D. NE FALTER' SOD POm a OT ES LDINGNNOT DESIGNED TO R RACED SpOY A a ARE ROW BEVALxN MEN LOCATED NA ROWe.WO AREA I ITN 1 I I I I EXT-4 04705 GENERAL NOTES: 7 Al work shal conform to One minimum standards of the International Bidding Code, 2012 edition and any other regtiafn/Ppencbs that tar • bMONLIwr ampo ten of to work 2 The atrucaue has been designed to to tinter, rood in the'Structural Load Limitation.' table on tits sheet. t to local Dutiag department criteria 5xua113 that shown. a Il0ero10 engineer shall be retained by redesign to structure as required 3 AI omissions or conflicts between the various elements of to working drawings and/or specifications s/al be brought b to attention of to ArOeectiEgineer before proceeding with metric so evolved. 4 Contractor must deck ea dimensions. framing conditions. and site 000dB/oro before starting work. ArdYsctEnghea sill be notified kmsAatelpr anyteaep ancbs or possible deficiencies. 5 A detail, section, eevation, etc. reference mob* indicated onhonce on a structural construction drawing, but le by be used al al Ike and similar construction conMlons. 6 No mcd11ca0on shad be made to &n)<bucMa member wauut to approval of the ArchteWEngdneer. TNs Rao apples lo a,tpening• for plumbing. electrical and mechanical OWNS. 7 Nothing contained within the contract documents shall relieve the general contractor and tine subcontractors oh • the responelltilittio D. desiring with Matbril d4aabt personnel how the wok Is b be performed. properly o cf. r supednfdt gof the work 8 TM contactor shall be respricable for al excavation procedures and protection of adpcam properly *when. WSW., etc. in accordance with al national, , stab and tonal ordnawes. 9 Special Inspection, an =cordaas with the International Budding Code or as required Mthhe construction doaareM. sae be performed b/s qualified inspector from an approved agen yRepals shall be issued to the Architect/Engineer and the Bolding Department at the completion of oath tee of work staling whether to work was prbmsd n conformance with the approved plena and specifications. See inspection Schedules for specific requirements. FOUNDATIONS: 1 Minklum alorabb sods erasure • 1500 psi STRUCTURAL STEEL 1 Al fabrication and smart shall cones to be latest edition of the AMC Manual s/ Steel Construction. 2 A Certified Welder approved by he loud Bolding Department in accordance with AW S, Structural Welding Code 01.1, eel perform al welding. 3 Square end rectangular hollow sbuataal sections (HSS) shall be ASTM A500 Grads 8 (46 kid). 4 Mka0reole structural sled such ea plated. angles and channels shall conform b ASTM A36. 5 Al welding electrodes stud coiorn b ASTM E70xx. The minimum filet weld sal shall be 3/18'. 8 Boded connections re b be of high -strength ASTM F1554, Grade (38. 55, 105). A minimum Cl two Dias is requital for a1 Deem connections. Minimum required connection capedys 6 kips unless noted ONanese. 7 Al dructural sled .hell be step coaled with an approved rust Inhibitive primer. 8 No holes other than those epecikcl7debled steal be a0owe d oaogh structural steel members. No cutting or bunting of structural steel dal be permitted wlmoot written 00ned0t mom the Mct11DafElgilsef. 9 Pod installed anchor bolts dal be Simpson Then HD heavtdu Ipcww anchors ALUMINUM; 1 Aluminum shall bee 3001H14 Aloy Ftu .19 kk, Ft0. 16 kW, Foy. 13 kel, Feu . 12 kel, Fsr 9 kel, Fc = 10.100 ksl CONCRETE; 1 Mkdmumrc• 3000pel 2 MCAanum aggregate sic • I' 3 Skimp fats 3'3' 4 Covent Tee DII 5 Ai COnlem 5%-BIt. with air entranment admixture required del sites •xtepr thaed that do not have /np•ratured below freeing at ampeint of to par. 6 Prepare concrete mix designs using ether taboratoryrai bat ch o fled experience natnods as specified in ACI 301. ttial belch method is wad, use an Independent testing fact/TeCCep/Dle b Engineer for Preparing and reporting of proposed anis designs. 7 Portland Comma shall conform to ASTM C150, Tpe till. A9gege /0 for ap/MeglN concret stud conform bat requirements and test of ASTM C330. Concrete rating operations, etc., shall conform to ASTM C94 and ACI 304. 6 Water -reducing admixtures ,tat conform to ASTM C494, and be used In Strict aaWrdenca with to manufacturers reccnaoe detions. An air entratNg agent conlomng b the ASTM C260 shad be used in e l concrete sari tor work which is exposed to weather. 9 Plpsa mapass taorg/ shucks a canoeb in shaves, but shall no be embedded Sarin. 10 Al concrete steal be consolidated b lbra0ah, spading. mod dig, Or hNn:g SO cal Concrete a thoroughly worked around to reinforcement and embedded taro and inky canes atoms without segregation of materials. REINFORCING STEEL; 1 Rekaordng steel shed conform to ASTM A815, Grade 60. 2 Al ranbring Dar tends shall be made cold wlln a bit bender at to Act 318 specified mahatmas radius. 3 Oetal tar In acadace with to labial editions Of to ACt Detailing Manual and ACl Building Code Requirements for Sbudta Concrete. 4 Provide e1 acoeswniss nscedsaryn support rMockg el pa Ndons shown on the plan. I RevNo 1 I Rec Nx I Structural Criteria & Footings B-I M•NIGLEIASSOCIATES d Architectural Graphics Incorporated 2655 International Parkway P.O. Box 9175 Virginia Beach, VA 23450 (757)427-1900 BANK OF AMERICA 9499 NE 2nd Ave. Miami Shores, FL 33138 Date 10.18.16 • AGI EoR M. SMITH Lead Drafter GL&IF • • Drawn By GLTU► • • • Pibreje4 Mgr. M. MEYER • • l 11(fe!o& Sign Specifications • • • •••••• •Interiorxterior • • %tnate Facet • •[1ptuble Pawed, OLD • • • Iioryllluminate�•• •• ••• •• • • • liluminated 1 • • • • !20 Vo: • Amps her • • e • • ••••• L▪ ocation• • • • • ••1111111•• IIVindJp•as1 • • • • • • • • • • Drawing Revisions r 0 O a UPDATED BREAKER SPECS UPDATED LOUVER. PG18 ADDED WELDS TO PG. 2, 6 & 7 ADDED COOL COLOR OPTION, WHITE PERIMETER LE.D. OPTION Q z z w z 4 O W a Q O W ¢ J z 0 2 cC O w Q G a UPDATES PER MONIGLE & SHOP • C t` c0 ui 0 N. O O F- n CC 0 F- 01 O r O A Lei O 84 1r O 04 n O 04 84 CO n 0 CO O 0 0 to A a -3 -3 i m a cc 444i©44A' ¢ 0 i m i m ¢ 0 <11441 This documen Is the sole property of Architectural Graphics, In ., and all d alg , manatac wring, reproduction, se and sale rig ts regarding the same are expressly forbidden. H s s emitted under a confidential relationship, for spacial purpose, and the recipient, by accepting this document assumes custody and agrees that this document will not be copied or reproduced In whole or In part, nor Its contents revealed In any manner or to any person except for the purpose for which It was tendered, nor any special features peculiar to this design be incorporated in other projects. Code 6894 Sign Type FRAME-R-EXT WU- KIO-D7705 Type C PG it: 15 Designed Per IBC 2015 FL Edition FL Building Code 2017 6th Edition Wind Loads Ultimate Design Wind Speed 175 mph Nominal Design Wind Speed 136 mph Risk Cat I I (3-Sec Peak Gust MPH.) Wind Importance Factor I= 1 Wind Exposure C Gust Factor 0.85 Exterior components designed In accordance with applicable provisions of the ASCE 7-10 ()ROOF MOUNTING STEEL SUPPORT DETAIL ®TYP BASE PLATE 0 Cif %VKEFOR LEVELEIG NTS Te MOLE MR VP MOVE WEISS SASE P13ttlxay.'/3%' lr r DETAIL ere SETHI. ear WITH NUT Y.ELEU TO RATE wxr Ss.SONlIm4 w SCREW ANCEIOPrar/tsw PER ITTITECTUSERS dECno1E SPEWS. INSPECTION mama) SEE SHEET 31 ice rp 0511m REOURBIENTE r.y IoSymtu4 IWSA2Cia OSMEL FRAME BACK r_r 1.6332313 S ©STEEL FRAME FRONT 3 MUTATE ®STEEL FRAME LEFT SIDE S 1Ee•.a TTE msEacw ®STEEL FRAME RIGHT SIDE 4.7 T-r ORAN VIEW AT STEEL FRAME BOTTOM a m r.y gip r Iastrny4 S MSSIY0144 ®PLAN VIEW AT STEEL FRAME TOP Framing Plans & Details JIRSAIHEDRICK S ,d n,p;,Nr,. �.. Yww c.win IReleased To: I I .kb Number I Crain B! I Dios: I BOA 20160605 Downfall, 2016 I Sin t,e I I I I I EXTdW7705 IRev No: I Imo* I I RnNo: I M•NIGLEIASSOCIATES • • P4 II Architectural Graphics Incorporated 2655 International Parkway P.O. Box 9175 Virginia Beach, VA 23450 (757)427-1900 BANK OF AMERICA 9499 NE 2nd Ave. Miami Shores, FL 33138 Date 10.18.16 AGI EoR M. SMITH Lead Drafter 'li'11y • Drawn By GL1VV•••• ••••� t • pp e•t Mgr. M. IA' R • •..— tt��pl Sign 9plA11bations • • dl•1lrior Exterior • • • • � • Mangle Face,. •�gpuble Faced • owe �L• • ..•� if I#l• � IlluminaJed • • • • • � • di Ally minated • • • • e • • • • •120 Volts • Amps+I, • • • T Locatio* •.. • • t>• • PWindlllad• • ••• •• • 11 Drawing Revisions a 0 UPDATED BREAKER SPECS UPDATED LOUVER. PG18 ad co N t; O F co 0 3 0 0 0 a • • Z O a 0 ci vi J i a. a. I- Z 0 a 0 m 0 0 U 00 0 0 O 0 a 1 n vi O 0 0 Co 0 0 0 C7 z 0 2 0 0 0 a z 0 0 W tS W 0 0 Q 0 0 W 0 0 4 0 0 W G a M rti m ro 0 a 0 W 0 4 Q z z W I — a O W O Q UPDATES PER MONIGLE REV10 UPDATES PER MONIGLE & SHOP • 0 n oS O n O cd O r t; O i. of C N O N to O N Ir vv. N N to N N m N 0 m to O O T 0 2 i a m 14©1 cc 0 41 a f gc Q m cc 0 4® This docunen Is the sole property o Arohltectu al Graphics, Inc., and all design, manutac uring, reproduction, use and sale tights regarding the same are expressly forbidden. It is submitted under a confidential relationship, for a special purpose, and the recipient, by accepting this document assumes custody and agrees that this document will not be cowed or reproduced in whole or in pert, nor its contents revealed in any manner or to any person except for the purpose for which It was tendered, nor any special features peculiar to this design be incorporated in other projects. Code 6894 Sign Type FRAME-R-EXT WU- KIO-D7705 Type C PG #: 16 /IjI 2655 International P.O. Virginia (757)427-1900 I Architectural G Incorporraphicsated Parkway Box 9175 Beach, VA 23450 MOMS Rad Mt r 51T BANK OF AMERICA 9499 NE 2nd Ave. Miami Shores, FL 33138 t e.i al t'""r t.r t-Mir 1 .- T.r 3+¢ .r mr r.r 31z Date 10.18.16 .� 1 t r AGI EoR M. SMITH Lead Drafter GLM Drawn By GLM Project Mgr• M. MEYER ALUM BACK RA � TE k h t I L_J �= M ■■.■mammo =IMO Inn a■aMMI■I■im,—msR■ ■ mmo•vaaaaaaagam r wic t " IIM111l` M,i 1E © I11 I General Sign Specifications . wt�rior • • tenor •••a.■ Single Faced :�libubleFaced • , o .. .... • • • MN 7 INTERMEDIATE ALUMIM)M RiB 3 R90F SECTION Q Q; a ����I�,1i11� i11,1�' Ir1--w:—:•-�__� I' ,/�, ,�{, pq U AF (t Ip� ,�{, gry & I1_7 Y.911E11Da1311READED SSW r • xi! .■...■e.._.■ta.■e.;...■...._. 0 ® • • eQNba-Illuminated • • • • INN e�allU: inated � • • • • • • • • • 120 • • �pt4`�� — ,ll . -- — ..I , I - WirMtbad •• •• •••am ---- -- — ---- .. niki Mad -SEE Pus • Drawing Revisions • • ■.r I • • I t m a UPDATED BREAKER SPECS UPDATED LOUVER. PG18 ADDED WELDS TO PG. 2, 6 & 7 ADDED COOL COLOR OPTION, WHITE PERIMETER LE.D. OPTION • • • - ; UPDATED TO MONIGLEDWG S1, S2, DATED 10.18.17 • • UPDATED TO ADD LED'S AND ARCHIVE BEIGE OPTION • • • • • ADDED ANTENNA, ADDED PAGE 3B & 3C • COLOR OPTIONS, A/C UNIT AND DUCT, ANTENNA DETAIL UPDATES PER MONIGLE REV10 • Ur MUM iRGr1TnaiE MOUNT STEEL, SUPPORT BACK PLATE © - ®ROOF ()ALUMINUM r.Ta ,•.TQ L,69n raveOBrr&WkyiE 1x114UNNM CROSS BRACING loam, VERSInttad HIM TOP 10HUA REM Designed Per IBC 2015 FL Edition FL Building Code 2017 6th Edition Wind Loads r-1117 Ultimate Design Wind Speed 175 mph Nominal Design Wind Speed 136 mph Risk Cat II I ( f (3-Sec Peak Gust MPH') (2MINUM ROOF FRAMING PLAN Rlb rY Wind Importance Factor I-.1 y - Wind Exposure C .. : Gust Factor 0.85 UMNUM FRONT PLATE 5AL �- 100 Q 1 L �� Exterior components designed In accordance with �, a$ applicable provisions of the ASCE 7-10 I [ ElniceoMTEUBr PLUM Pke111YP M BOTTOM It r 73Y it x Ii'�''.. CSOLVkW j� .. OUTERALUMMUMRIB ROOFSECTION Q ()ROOF 2 r-ra A i MURDOC URB Canopf 1d 0 r , ,b ri O 0 0 ,- ^ ' cn 0 0 r , T O O N , CO r tb N N N O CO , cc; O O Drawn By � � ©© I BMA � a 41® i� DLR M xi •L• E P OI63SlO AI.S raming & Details 'I BIRD CT. • S.3 I MI This document Is the ecl property o Architectural Graphics, Inc., nd all design, manufac wring, ` moduction, use nd sale rights regarding the same expressly al yfoomhln for a In rn,b1e iced ands a purpose, and the idel b recipient, by accepting thls document assume. s that custody and agreeat this document will not be copied or reproduced In whole or In part, nor Its contents revealed In any m or to any person except for the purpose for which It was tendered, nor any special features peculiar to this design be inomporated In other protects. .107731 • JIRSAIHEDRICK I ReleasedTo. I BOA I Scrape: I D3400.17 5 I Rev I • Sm.aml tapoK I�215 I Job Rustic l '20160QOj I I I ReY No; I M�NIGLEIASSOCIATEs ` y"MO' 8 �� - km °, � ,,.xo Rev No re ' • ch, PE ".�. I BY I I 1 I I f•ssi el • ngineer I oe1232011 II I Rev Na F PE . #7 32 —A Code 6894 type C Sign Type FRAME-R-EXT WU- KIO-D7705 PG #: 17 Designed Per IBC 2015 FL Edition FL Building Code 2017 6th Edition Wind Loads Ultimate Design Wind Speed 175 mph Nominal Design Wind Speed 136 mph Risk Cat II (3-Sec Peak Gust MPH•). Wind Importance Factor I- 1 Wind Exposure C. Gust Factor 0.85 Exterior components designed In accordance with applicable provisions of the ASCE 7-10 PANEL 'A" BEHIND ACCESS POOR A-1 VIA ASTRONOMlc TIhECLOCK INTERI"t4TIC ¶ET84I5CR LOCATE TIMECLOCK ABOVE ELEC PANEL (RE: A -PLANS) TYPICAL TYPE "C" LED TAPE LIGHTING MOUNTED IN PERIMETER CHANNEL REFER TO 'A" DRAWINGS FOR DETAILS. PROVIDE (I) 60W POUER SUPPLY PER SIDE. TYPE 'F" LED MODULES MOUNTED BEHIND "CASH 4 DEPOSITS" SIGN. 6 MODULES, FRONT SIDE ONLY. PROVIDE (I) 60W POWER SUPPLY FOR BOTH 'F' AND "G'. COORDINATE ARRAY / PLACEMENT WITH ARCHITECTURAL- DESIGN CONTROL PLANS PRIOR TO WORK TYPE 'G' LED MODULES MOUNTED IN HEADER BEHIND 'BANK OF AMERICA' SIGN. 24 MODULES (4 ROWS OF 6) FRONT SIDE ONLY. TYPE "B" LINEAR LED FIXTURE RECESSED IN CANOPY CHANNEL REFER TO "A" DRAWINGS FOR EXACT LOCATION AND MOUNTING DETAILS. KIOSK LIGHTING PLAN, 1/2" = T-0" - PANEL 'A" BEHIND ACCESS DOOR Jet Professional En FL PE Lk. #734 UNDER PAM/ AC / HEATER DEDICATED FOR TELECCHM 1 1 0 0 0 A-4 A LOATM FEED CATION o 0 ATM WV KIOSK LIGHTING PLAN, 1/2" = T-0" ELECTRICAL LEGEND p JUNCTION BOX $ SINGLE POLE SWITCH & DUPLEX RECEPTACLE (HEIGHT PER BANK OF AMERICA) ® SPECIAL PURPOSE RECEPTACLE (HEIGHT PER BAIL OF AMERICA) E.1 DISCONNECT -RATED FOR USE UP WEATHERPROOF GFI GROUND FAULT INTERRUPTER AC ABOVE COUNTER HOR MOUNT RECEPTACLE HORIZONTALLY 8 METER P411 Architectural Graphics Incorporated 2655 International Parkway P.O. Box 9175 Virginia Beach, VA 23450 (757)427-1900 BANK OF AMERICA 9499 NE 2nd Ave. Miami Shores, FL 33138 Date 10.18.16 AGI EoR M. SMITH Lead Drafter GLM Drawn By GLM Project Mgr. M. MEYER General Sign Spt lcotions • • !Ulterior • • *Exterior • • • • • `I• Singie Faced •Ellflbubie Faced • aa.1:16 • • •••• ••••t.• • •❑• fib. -Illuminated • adliuminated •• • • .....120 Vents• • • • Ampt(S4)an• • • •••••• L•a.Ntln tWind(oad • • • • •tlD• • • •• •• ••••n• •• Drawing Revisions • • • • • UPDATED LOUVER. PG18 • •• • • • z 0 a 0 0 1 W a I- 3 e5 0 m a. N a 0 a °C CI O co 0 -J O LU U 00 a a •" • .• • • • z 0 0 W C, W m W a x Q a fn 0 W G Q 0 0 W Q a. a z z W I - a W 0 G 0 a z 0 cc a. W a. a. S. • • UPDATES PER MONIGLE & SHOP • • sry • • • •• • • 0 co 0 ri 0 t- I- O O 0 O Cd Cd Cd Cd co r O co O co c G I �min 41 a 2 cc -I 0 4 2 m I f m -j a This document is the sole property of Architectural Graphics, Inc., and all design, menufeo wring, reproduction, se and sale rights regarding the same are expressly forbidden. tl Is submitted under a confidential relationship, for a special purpose, and the recipient, by accepting title document assumes custody and agrees that this document will not be copied or reproduced In whole or in part, nor Its contents revealed in any manner or to any person except for the purpose for which it was tendered, nor any special features peculiar to this design be incorporated in other projects. Code 6894 Type C Sign Type FRAME-R-EXT WU- KIO-D7705 PG #: 18 Designed Per IBC 2015 FL Edition FL Building Code 2017 6th Edition Wind Loads Ultimate Design Wind Speed 175 mph Nominal Design Wind Speed 136 mph Risk Cat II (3-Sec Peak Gust MPH`) Wind Importance Factor 1= 1 Wind Exposure C Gust Factor 0.85 Exterior components designed In accordance with applicable provisions of the ASCE 7-10 BANK BRANCH BLDG (3'2, CU 4 I'S, CU) I-I/1'C TO I00A2P SUB -FEED BREAKER FROM BRANCH BLDG PANEL (208 OR 240V, IC) COMMUNICATIONS CABLING CONNECTED TO BRANCH TELECOMMUNICATIONS SYSTEM SERVICE OPTION 1 I00A2P MCB ELECTRICAL SERVICE OPTIONS: SERVICE OPTION k UTILIZE THIS OPTION FOR KIOSK POWER FEED FROM AN EXISTING BANK BRANCH BUILDING. CONTRACTOR SHALL FIELD -COORDINATE WITH BANG OF AMERICA AND BRANCH MANAGER TO DETERMINE BEST LOCATION TO FEED NEW 100A, 208 OR 240V, SINGLE PHASE ELECTRICAL FEED TO PANEL INTEGRAL TO KIOSK EXISTING BRANCH PANEL MUST BE ABLE TO ACCOMMODATE NEW 60A2P CIRCUIT BREAKER ABOVE GRADE CONDUIT ROUTING MUST NOT BE EXPOSED AND SHALL BE APPROVED FOR SECURITY PURPOSES WITH BANK OF AMERICA. CE OPTIONS 2: UTILIZE THIS OPTION FOR FREE-STANDING KIOSKS FED FROM A PAD -MOUNTED UTILITY COMPANY TRANSFORMER. ADDITIONALLY THIS OPTION SHALL BE USED FOR UTILITY JURISDICTIONS THAT REQUIRE 'COLD -SEQUENCED' (METER DOINSTREAM OF DISCONNECT) RISE AND METER CONFIGURATION ALL SERVICE GEAR SHALL BE MOUNTED TO A FREE-STANDING PRESSURE TREATED WOOD PEDESTAL, CONSTRICTED AND PLACED PER BANK OF AMERICA STANDARDS. ELECTRICAL CONTRACTOR SHALL FIELD COORDINATE WITH LOCAL UTILITY COMPANY FOR SERVICE FEEDERS AND SPECIFIC REQUIREMENTS PRIOR TO WORK SERVICE OPTION 3: THIS OPTION SHALL ENCOMPASS THE SAME REQUIREMENTS OF OPTION 2, WITH THE EXCEPTION OF THE RISE AND METER CONFIGURATION. THIS OPTION SHALL BE UTILIZED IN UTILITY JURISDICTIoNs REQUIRING "HOT -SEQUENCED' (METER UPSTREAM OF DISCONNECT) FUSE AND METER CONFIGURATION. swim OPTION( 4. UTILIZE THIS OPTION FOR FREE-STANDING KIOSKS FED FROM A POLE -MOUNTED UTILITY COMPANY TRANSFORMER ADDITIONALLY THIS OPTION SHALL BE USED FOR UTILITY JURISDICTIONS THAT REQUIRE "COLD -SEQUENCED" (METER DOLLNSTREAM OF DISCONNECT) FUSE AND METER CONFIGURATION. ALL SERVICE GEAR SHALL BE MOUNTED TO A FREE-STANDING PRESSURE TREATED WOOD OR INISTRJT PEDESTAL, CONSTRICTED AND PLACED PER BANK OF AMERICA STANDARDS_ ELECTRICAL CONTRACTOR SHALL FIELD COORDINATE WTI LOCAL UTILITY COMPANY FOR SERVICE FEEDERS AND SPECIFIC REQUILTS PRIOR TO WORK SERVICE OPTION Sc THIS OPTION SHALL ENCOMPASS THE SAME REQUIREMENTS CF OPTION 2, WITH THE EXCEPTION CF TT-E FUSE AND METER CONFIGURATION- THIS OPTION SHALL BE UTILIZED IN UTILITY JURISDICTIONS REQUIRING "NOT -SEQUENCED' (METER UPSTREAM OF DISCONNECT) RISE AND METER CONFIGURATION. ALOTTED AREA ON PEDESTAL FOR COMMUNICATIONS EQUIPMENT. NEW SERVICE DISCONNECT -'8, CU GND GND ROD, BLDG STEEL AND/OR LIFER GROUND PER NEC 250. COORDINATE WITH LOCAL Al-U. TO UTILITY COMPANY S TRANSFORMER ? (3'2, CU) I-I/2" PVC L— r I 100A2P MCB (3 '2,CU 4 I 'S,CU) I-I/2' PVC SERVICE OPTION 2 ALOTTED AREA ON PEDESTAL FOR COMMUNICATIONS EQUIPMENT_ (3'2, CU) TO UTILITY COMPANY TRANSFORMER NEW SERVICE DISCONNECT '8, CU GND GND ROD, BLDG STEEL AND/OR IFER GROUND PER NEC 250. COORDINATE WITH LOCAL A-U. 0 ■ o L_ r— n I (3 '2, CU 4 I'8, CU) I-1/2' PVC SERVICE OPTION 4 00A2P M( B ALOTTED AREA ON PEDESTAL FOR COMMUNICATIONS EQUIPMENT. NEW SERVICE DISCONNECT 93, CU GND GND ROD, BLDG STEEL AND/OR LIFER GROUND PER NEC 250. COORDINATE WITH LOCAL AMU. I•21 b0A2P ? 1 FRN 1 TJ TO UTILITY COMPANY S TRANSFORMER Y - (312, CU) I-I/2' PVC (3'2, CU 1 I'e, CU) I-I/2' PVC Professio FL PE Uc. I- I 4 KIOSK II J ■A■ b oo LI00A2P MCB SERVICE OPTION 3 ALOTTED AREA ON PEDESTAL FOR COMMUNICATIONS EQUIPMENT. (3'2, CU) „Sp TO UTILITY COMPANY TRANSFORMER ISCO+IECT �r '8, CU GND GND ROD, BLDG STEEL AND/OR LIFER GROUND PER NEC 250. COORDINATE I I WITH LOCAL AHJ_ L Tfg I00A2P 100 FR4 KIOSK .As �I00A2P MC8 n URDOC PR I RD CT. 07731 15 och, PE al Engineer 73432 2)22120113 L (3'2, CU 1 I'S, CU)1-1/2' PVC SERVICE OPTION S Architectural Graphics Incorporated 2655 International Parkway P.O. Box 9175 Virginia Beach, VA 23450 (757)427-1900 BANK OF AMERICA 9499 NE 2nd Ave. Miami Shores, FL 33138 Date 10.18.16 AGI EoR M. SMITH Lead Drafter GLM Drawn By GLM Project Mgr. M. MEYER General Sign Spe9iMions ▪ Itljerior e • 1aExterior • • • •l • a %InOle Faced ClMuble Faced `. • • • • • ▪ EIOf}Illuminated • a IJlyminated • • • • • • ••••*120 Wilts S. l ocac occ • • • • • W1ndI.ad •• •• • • •.r.• • • •••..•• • • Amp9.9 • • • • • • •• Drawing Revisions . • • • c 0 • • UPDATED BREAKER SPECS UPDATED LOUVER. PG18 to N Li O co J w 0 w 0 0 a .. • • •, z 0 I- a O d J cc i W a I- z 0 a 0 0 0 J 0 0 0 0 w 0 0 a • • • a• .: z 0 a 0 W t7 w m W x cc 4 a C 1 C W J C a 0 C w C a • • W z a C w C a UPDATES PER MONIGLE REV10 • • • • UPDATES PER MONIGLE & SHOP t• • •• • •• • S. •• to to C co 0 ID 0 0 CD 0 •i O OS N ID P. 0 CO 0 0 0 0 i 4 a ID m 4® a cc Q 4 CC 0 4 0 m I a s co cc 0 4 This document Is the sole property of Architectural Graphics, Inc., nd all design, man foe "ring, reproduction, use and sale rights regarding the same are eapreuy forbidden. It is submitted under a confidential relationship, for a special purpose, end the recipient, by accepting this document assumes custody and agrees that this document will not be copied or reproduced In whole or In part, nor Its content" revealed in any m or to any person except for the purpose for which It was tendered, nor any special features peculiar to this design be Incorporated in other project". Code 6894 Sign Type FRAME-R-EXT-WU- KIO-D7705 Type C PG It: 19 • _, ut1LITY COMPANY, 240/I20V, la, V3-WIRE POLE -MOUNTED TRANSFOWER FIELD -COORDINATE TRANSFORMER SIZE (KVA)_ (3 02, CU) SECONDARY UTILITY FEEDERS ROUTED DOWN POLE WITHIN APPROPRIATE SHEATHING: TO UNDEGROUND. FINISHED GRADE J UNDERGROUND TO KIOSK SERVICE UTILITY COMPANY SERVICE OPTION 1 C kit UTILITY COMPANY, 240/120v, 1a, 3-WIRE POLE -MOUNTED f TRANSFORMER FIELD -COORDINATE TRANSFOWER SIZE (KVA). (3 *2, CU) OVERHEAD SECONDARY UTILITY FEEDERS SECURED TO GUY -WIRE. FEED TO OVERHEAD SERVICE MAST FINISHED GRADE UTILITY COMPANY SERVICE OPTION 2 Designed Per IBC 2015 FL Edition FL Building Code 2017 6th Edition Wind Loads Ultimate Design Wind Speed 175 mph Nominal Design Wind Speed 136 mph Risk Cat I I (3-Sec Peak Gust MPH.) Wind Importance Factor I= 1 Wind Exposure C Gust Factor 0.85 Exterior components designed In accordance with applicable provisions of the ASCE 7-10 UTILITY COMPANY, 240/120v, 10, 3-WIRE PAD -MOUNTED TRANSFOWER FIELD -COORDINATE TRANSFORMER SIZE (KVA). FINISHED GRADE UNDERGROUND TO KIOSK SERVICE (3 n, CU)1-1/2" PVC UTILITY COMPANY SERVICE OPTION 3 URDOC • �2 • �� ochy PE • nal Engineer #73432 PAOFESSIO RD CT. 07731 15 ALS Architectural Graphics Incorporated 2655 International Parkway P.O. Box 9175 Virginia Beach, VA 23450 (757)427-1900 BANK OF AMERICA 9499 NE 2nd Ave. Miami Shores, FL 33138 Date 10.18.16 AGI EoR M. SMITH Lead Drafter GLM Drawn By GLM Project Mgr. M. MEYER General Sin SplAitivetions •• d__I Interior • • • el. Exterior • • • Single Faced • in Double Faced• •• M• ion -Illuminated • • 1111 Illuminated • • • �•• 120 • •• Volts Anti j toc8tlon • • • • •• •• 1&fndload •�:i' • • • • •••,•. •• •• • •• • • 2/2212018 Drawing Revisions ..ww. Ilc fn N 0 0 0 0 aCO cs1EL W- n m a O CC —1 a w a O 0 C > O 0 o a Z 0 w o 0 z o c 0 0 0 0 Q of I— I-- 0 0 Fll W- i m Fo 0000000 . a a o o a a 0 ✓ »aa »act>> r n n CO CO • 4 • t • • • • • .. • Z 0 O 00b. O - 0 z W rA W Z 7 CI f W Z cl m W W W O F w 0 MDD CO 0 C O a Z O Q = rn Q OS V 00 -00 W W � a a W W 000 0 O n N. n In Is o O O 0 O 0 7 0l 0 N N N Is: O 0 00 re 4 g E O m m 0 <1111141414141<1441 This doeamen Is the sole property of Architectural Graphics, Inc., nd all deslg , man fee wring, reproduction, use nd sale rights regarding th same re expressly forbidden. n is submitted u der a confidential relationship, for a special purpose, and the recipient, by accepting this document assumes custody and agrees that this document will not be copied or reproduced In whole or In part, nor Its contents revealed in any manner or to any person except for the purpose for which it was tendered, nor any special features peculiar to this design be incorporated In other proiecb. Code 6894 Sign Type FRAME-R-EXT WU- KIO-07705 type C PG #: 20 PANEL "A" HUTGHE Dfl - PPPESH 240 / 120 VOLTS, 1 PHASE, 3 WIRE 100 AMPS' 100A2P M.CB. CONSULTING ELECTRICAL ENGINEERS NEW, SURFACE V. 303.973.9779 F. 303.973.9759 EATON AIC: SERIES (RE: NOTE BELOW) NOTES: REFER TO NOTE BELOW FOR SPECIFIC SERIES RATING INFORMATION ' CIRCUIT DESCRIPTION V A CIRCUIT BKR PHASE CIRCUIT BKR V A CIRCUIT DESCRIPTION , A 8 1 MAIN CIRCUIT BREAKER - 100/2 0 20 180 UTILITY RCPT UNDER PNL 2 3 - / 0 20 1500 AC / HEATER 4 5 EXTERIOR / SIGN LTG 352, 20 0 20 500 TELE / SECURITY DED 6 7 INTERIOR LIGHTING 36 20 0 30 2500 ATM FEED (#10, CU) 8 9 FUTURE SITE LIGHTING 1800 20 0 20 SPARE 10 ii SPARE 20 0 20 SPARE 12 PHASEA PHASE B 2832.0 4036.0 CONN. kVA DEMAND % DEMAND kVA LIGHTING 2.2 125 2.7 RECEPTACLES <10 kVA 0.2 100 0.2 RECEPTACLES > 10 kVA 0.0 50 0.0 LARGEST MOTOR: 1.5 125 1.9 MOTORS 0.0 100 0.0 HEAT 0.0 100 0.0 MISCELLANEOUS 2 0.0 100 0.0 DEDICATED CIRCUITS 3 3.0 100 3.0 MISCELLANEOUS 4 0.0 100 0.0 TOTAL KVA: I 7.8 I TOTAL AMPS: 32.5 Designed Per IBC 2015 FL Edition FL Building Code 2017 6th Edition Wind Loads Ultimate Design Wind Speed 175 mph Nominal Design Wind Speed 136 mph Risk Cat II (3-Sec Peak Gust MPH') Wind Importance Factor I. 1 Wind Exposure C Gust Factor 0.85 Exterior components designed In accordance with applicable provisions of the ASCE 7-10 SERIES RATING SPECIFICATIONS: PANEL AND UPSTREAM FUSES SHALL BE SUPPLIED AS FOLLOWS TO ACHIEVE 100,000 A/C SERIES RATING COMBINATION MAIN SERVICE DISCONNECT: 100 A2P, NEMA 3R, WITH 100 FRN-R FUSES (RE:SHEET E2.0) PANEL CATALOG NUMBER: EATON #BR1616 - B100 MAIN CIRCUIT BREAKER TYPE: EATON #BR100 BRANCH CIRCUIT BREAKER TYPE: EATON #BR FIXTURE SCHEDULE BANK OF AMERICA ATM KIOSKS KEY DESCRIPTION, OF LUMINAIRE MOUNTING DATA LUMINAIRE SPECIFICATION LAMP CODE DESCRIPTION FINISH METHOD RECESS DEPTH CEILING TYPE MANUFACTURER CATALOG NUMBER VOLTS KEY NOTES A (1) 16.5W LED A-19 STANDARD IAMPHOLDER MOUNTED TO CUSTOM BRACKET (RE: SHEET 53.6) STANDARD SURFACE N/A STRUCTURE BY FABRICATOR LAMP: CREE LIGHTING, 100W EQUIVALENT, 5000K 120 1 B 36W LED 24" UNE VOLTAGE, IP66 RATED UNEAR LED FIXTURE STANDARD RECESSED 2" CANOPY GE GEWH2440BAT 120 1 C 1.5W / FT RED LOW -VOLTAGE LED TAPE UGHT STANDARD SURFACE N/A N/A PRINCIPAL PL-LT1-RD1-P-8008 WITH 60W IP66 RATED POWER SUPPLY 120/12 1 F 0.4W / MODULE FLEXIBLE CONNECTED LED MODULES STANDARD SURFACE N/A N/A GE (6) GEMM71-W1 (CONNECTED TO TYPED" POWER SUPPLY) 120/12 1,2 KEY NOTES:. 1. COORDINATE FINAL LOCATION AND MOUNTING WITH ARCHITECTURAL AND STRUCTURAL DRAWINGS PRIOR TO ROUGH -IN. 2. COORDINATE WITH "GE' TO ENSURE ALL LEAD CONNECTORS, SUPPLY WIRES, END CAPS, JUMPERS, ETC. ARE SUPPLIED FOR A COMPLETE OPERATIONAL SYSTEM. GENERAL NOTES: 1. SUBMIT CUT SHEETS (PDF FORMAT) FOR BANK OF AMERICA APPROVAL MURDOC ; UCTURE PROFESSIONALS '/ INGBIRD CT. e ILL, NJ 07731 70-8215 1./. .r Murdoch, PE Tonal Engineer Lit. #73432 2122/2018 Architectural Graphics Incorporated 2655 International Parkway P.O. Box 9175 Virginia Beach, VA 23450 (757)427-1900 BANK OF AMERICA 9499 NE 2nd Ave. Miami Shores, FL 33138 Date 10.18.16 AGI EoR M. SMITH Lead Drafter GLM Drawn By GLM Project Mgr. M. MEYER General Sign Sp1Sigc tions • ❑ ktterior • • • Fxterior • • • • • , al Sipgle Faced . Double Faced • • act. • 120 o Fj -Illuminated• 1 s Wuminated• • • • • •• . • . Yolts . • Amps+!-f • • • • • • a itlion •• • • �1�iaryoad •• •• •••• •.• • • • • • ••. • • • • • • •• • Drawing Revisions Drawn By I Date UPDATED BREAKER SPECS • • •r • a • • •• • z 0 cL o cL z a w 0 cc 0 z w co w zm �_ 2 o w z E 0 m 0 a w w w o F :a0 S m 7 O t9 O 3 nauo z (7)o a zd ot,ot P CO IS Z O 0 iii - 0 0 o0W.4 ADDED COOL CO o <ui 2 a Z w o OF ~ z a O 0 a o ILI IS 000 a a D 0 I. F gi O o r N • • • • •••ME • •••MN y o a O > Re CC rn Ill ILI 0 0 00 E S cc G 0. a CO Ca LLI F a 0. 0. CO N N - N O 0 l i a a cc a a cc g 2 g 2 f J 2 2 to2aommo ®ii®41.41 This documen is the sole property o Architectural Graphics, Inc., nd all deals , man factoring, reproduction, use nd sale rights regarding the same are expressly forbidden. H Is s hmltted under a confidential relatl nship, fora specie purpose, and the recipient, by ceepting this document assumes custody and agrees that this document will not be copied or reproduced In whole or In part, nor its contents revealed in any manner or to any person except for the purpose for which It was tendered, nor any special features peculiar to this design be incorporated in other protects. Code 6894 TYpe C Sign type FRAME-R-EXT WU- KIO-D7705 PG #: 21 • • • • • ELECTRICAL SPECIFICATIONS GENERAL: ALL WORK AND MATERIALS SHALL CONFORM TO NATIONAL ELECTRIC CODE, 2011 EDITION AS WELL AS ALL STATE AND LOCAL CODES, AMENDMENTS AND REQUIREMENTS OF THE AUTHORITY HAVING JURISDICTION. THESE ELECTRICAL DRAWINGS ARE DIAGRAMMATIC AND REQUIRE TRADESMEN SKILLED IN THE COMMERCIAL ELECTRICAL INDUSTRY TO COORDINATE THE NECESSARY INSTALLATIONS WITH OTHER TRADES. PROVIDE THE NECESSARY MATERIALS AND METHODS FOR THESE INSTALLATIONS, ADDITIONAL BLOCKING FOR CORRECT LIGHTING OUTLET AND DEVICE LOCATIONS, ETC_ AT NO ADDITIONAL COST. VERIFY ALL EXISTING SITE AND PROJECT CONDITIONS, UTILITY COMPANY SERVICES AND PROVIDE INSTALLATIONS IN COMPLIANCE WITH THESE CONDITIONS. FIELD VERIFY ALL CONDITIONS AND MAKE ALLOWANCES FOR THESE CONDITIONS IN FINAL PRICING_ ANY DISCREPANCIES SHALL BE REPORTED TO THE ENGINEER TO RESOLUTION PRIOR TO FINAL PRICING PROVIDE ALL NECESSARY INSTALLATION PLANNING, MATERIALS AND LABOR TO ENSURE A COMPLETE AND OPERABLE SYSTEM FOR EACH SYSTEM DESIGN INDICATED ON THE DRAWINGS AND THESE SPECIFICATIONS ENSURE ALL WORK IS IN COMPLIANCE WITH THE CURRENT LOCAL AND NATIONAL ELECTRICAL CODES, FIRE AND SAFETY CODES_ FURNISH TO THE G.C. ALL REQUIRED INSPECTION CERTIFICATES. THE CONTRACTOR IS RESPONSIBLE FOR ALL PERMITS, FEES, ETC. AND SHALL ENFORCE WORKER'S IDENTIFICATION PER LOCAL AND STATE LAWS - ALL WORK SHALL BE PEW -OWED IN A NEAT AND WORKMANSHIP LIKE MANNER USING NEW MATERIALS WITH A ONE-YEAR WARRANTY MINIMUM_ VERIFY FINISHES OF DEVICES, COVER PLATES, TRIMS, ETC VERIFY APPROVED ROUTING OF SURFACE CONDUITS WHERE APPLICABLE_ MATERIALS AND METHODS: ALL ELECTRICAL EQUIPMENT, DEVICES, LIGHT FIXTURES, CONTROLS, ETC. SHALL BE INSTALLED WITHIN MANUFACTURER'S REQUIREMENTS AND INSTRUCTIONS ENSURE WORKING CLEARANCES FOR GEAR AND PANELS AND ACCESS TO CONNECTIONS OFF ALL TERMINATIONS BRANCH CIRCUITRY AND GROUNDING SHALL COMPLY WITH CODES FOR LOCATION, USE AND SPECIAL OCCUPANCIES. CONDUITS AND FITTINGS SHALL BE AS REQUIRED AND ALLOWED FOR EACH LOCATION. COORDINATE WITH THE ARCHITECTURAL AND STRUCTURAL DRAWINGS AND ALL TRADES FOR INTENDED AND ACTUAL LOCATIONS OF EQUIPMENT, FINAL LAYOUTS AND MATERIALS, STRUCTURAL ELEMENTS PRIOR TO ROUGH -IN DISTRIBUTION GEAR AND PANELS: PROVIDE A COMPLETE SERVICE DISTRIBUTION SYSTEM PER THE ONE LINE DIAGRAM. ENSURE CODE CLEARANCES, CONCRETE PADS, PROTECTION AND APPROVED LOCATIONS IN EQUIPMENT ROOMS. FUSES AND BREAKERS NOTED FOR SERIES RATING SHALL BE INSTALLED AS SPECIFIED TO ENSURE PROPER BREAKER BRACING PER THE FAULT CURRENT CALCS. CONTRACTOR IS RESPONSIBLE FOR ADDITIONAL ENGINEERING DUE TO SUBSTITUTIONS OF WIRE TYPES THAT AFFECT Isc CALCS AND SERIES RATED STUDIES. ALL GEAR SHALL BE LABELED WITH PLAQUES AND PANEL INDEXES TYPED WITH ACCURATE LOADS IDENTIFIED. PROVIDE SERVICE GROUNDING PER THE CURRENT NEC ARTICLE 250. COORDINATE THE UFFER GROUNDING INSTALLATION, IF REQUIRED BY THE LOCAL AHJ, PRIOR TO FOUNDATION POUR ALL FEEDERS AND BRANCH CIRCUITS SHALL BE EQUIPPED WITH GROUNDING CONDUCTORS AND GROUNDED PER NEC 250. ENSURE GROUNDING JUMPERS AND BONDING THROUGHOUT THE SYSTEM. LIGHTING FIXTURES AND CONTROLS: PROVIDE LIGHTING FIXTURES PER THE FIXTURE SCHEDULE UNLESS PRIOR APPROVED BY BANK OF AMERICA ENSURE THAT EXTERIOR LIGHT LEVELS COMPLY WITH APPLICABLE ATM SECURITY CODES AND LOCAL REQUIREMENTS_ EXTERIOR LIGHTING AND CONTROLS SHALL BE IN ACCORDANCE TO THE LOCAL LIGHTING ORDINANCES AND THESE DRAWINGS THIS CONTRACTOR IS RESPONSIBLE FOR ENGINEERING REQUIRED FOR THE SPECIFIC LIGHTING PRODUCTS, LAMPS, ETC. TO PROVE COMPLIANCE TO THE CODE OFFICIALS AND REVISED PHOTOMETRIC DESIGNS IF APPLICABLE - PHOTOCELL TYPE CONTROLS FOR EXTERIOR DOWNLIGHTING SHALL BE SUPPLIED BY THE ELECTRICAL CONTRACTOR PROVIDE INTERMATIC 9G402IC OR EQUAL. PHOTOCELL TYPE CONTROLS FOR SIGNAGE SHALL BE PROVIDED AND INSTALLED BY THE SIGNAGE SUPPLIER / INSTALLER SIGNAGE ALL ILLUMINATED SIGNAGE SHALL BE PROVIDED AND INSTALLED BY THE SIGNAGE VENDOR ELECTRICAL CONTRACTOR SHALL PROVIDE POWER TO SIGN LOCATIONS AND DISCONNECT SWITCH AT SIGNAGE J-BOXES AS REQUIRED PER NEC. ELECTRICAL WIRING AND RACEWAYS: ALL WIRING SHALL BE COPPER TYPE THHN OR THWN AND SHALL BE NO SMALLER THAN'12 AUG. ALL WIRING THIS SCOPE SHALL BE INSTALLED IN EMT UNLESS OTHERWISE APPROVED BY BANK OF AMERICA- ALL RACEWAYS INSTALLED FOR LOW VOLTAGE SYSTEMS (TELECOMM, SECURITY, ETC) SHALL BE 3/4' EMT WITH PULLSTRING. ELECTRICAL DEVICES ALL DEVICES SHALL BE RATED FOR THE OVER CURRENT PROTECTION. VERIFY FINISHES AND DEVICE TYPES WITH BANK OF AMERICA PRIOR TO ORDERING / BID. ENSURE GROUND FAULT DEVICES PER CODE AND ENSURE W.F. DEVICES ON EXTERIOR WALLS AND ON ROOF, IF APPLICABLE ALL DEVICES SHALL BE RATED FOR USE IN SPECIAL OCCUPANCY USE AND LOCATIONS - FINAL PLACEMENT AND MOUNTING HEIGHT OF DEVICES SHALL BE COORDINATED WITH BANK OF AMERICA. LISTED MATERIALS ALL WIRING, DEVICES AND FIXTURES SHALL BE UL LISTED OR BY LISTED BY A RECOGNIZED NATIONAL TESTING LABORATORY MECHANICAL EQUIPMENT: REFER TO MECHANICAL SHOP DRAWINGS FOR EQUIPMENT LOCATIONS, EQUIPMENT SCHEDULE AND COORDINATE VOLTAGES AND NAMEPLATE OVER CURRENT PROTECTION. VERIFY UNITS FURNISHED WITH DISCONNECTS, STARTERS, ETC, IF APPLICABLE. ENSURE WIRE AND RISE / BREAKER SIZES FOR UNITS. PROVIDE MAINTENANCE RECEPTACLES WHERE REQUIRED. SECURITY SYSTEM: SECURITY SYSTEM DESIGN IS EXCLUDED FROM THESE DRAWINGS AND WILL BE PROVIDED BY THE SYSTEM SUPPLIER AS SELECTED BY BANK OF AMERICA. PROVIDE DEDICATED POWER SUPPLY AND NECESSARY CONDUITS NEEDED FOR SYSTEM WIRING. COORDINATE THESE REQUIREMENTS WITH THE SUPPLIERS DESIGN DRAWINGS PRIOR TO WORK TELECOMMUNICATIONS SYSTEM: TELECOMMUNICATIONS SYSTEM DESIGN IS EXCLUDED FROM THESE DRAWINGS AND WILL BE PROVIDED BY BANK OF AMERICA. INSTALLATION SHALL BE PROVIDED BY THE TELECOMMUNICATIONS SUPPLIER AS SELECTED BY BANK OF AMERICA. PROVIDE DEDICATED POWER SUPPLY AND NECESSARY CONDUITS NEEDED FOR SYSTEM WIRING. COORDINATE THESE REQUIREMENTS WITH THE TELECOMMUNICATION DESIGN DRAWINGS PRIOR TO WORK CONSTRUCTION DOCUMENTS A PROFESSIONAL ENGINEER SHALL PREPARE FINAL ELECTRICAL CONSTRICTION DOCUMENTS FOR BUILDING DEPARTMENT PLAN REVIEW AND PERMIT SUBMITTAL FOR EACH KIOSK LOCATION INCLUDING A SITE -SPECIFIC ELECTRICAL ONE LINE DIAGRAM, FAULT CURRENT CALCULATIONS MD LOCAL UTILITY COMPANY COORDINATION. ELECTRICAL SERVICE LOCATION, PHYSICAL ALIT AND UTILITY SECONDARY FEEDERS SHALL BE COORDINATED WITH THE AUTHORITY HAVING JURSIDICTION AND LOCAL ELECTRICAL UTILITY_ PERMITS AND INSPECTIONS CONTRACTOR SHALL BE RESONSIBLE FOR OBTAINING ALL REQUIRED PERMITS AND LICESNURE AS NEEDED TO COMPLETE THIS SCOPE OF WORK IN THE SPECIFIC JURISDICTION IN WHICH IT IS TAKING PLACE. ALL WORK PERFORMED SHALL BE PER THE DRAWINGS SUPPLIED BY THE PROFESSIONAL ENGINEER OF RECORD, WHICH SHALL SUPERCEDE THESE DRAWING IN THEIR TOTALITY- ALL WORK IS SUBJECT TO LOCAL BUILDING INSPECTION IN ACCORDANCE WITH THE STAMPED RECORD DRAWINGS. WARRANTY CONTRACTOR SHALL UNCONDITIONALLY WARRANT ALL WORK (MATERIALS AND LABOR) PERFORMED FOR THIS SCOPE FOR A PERIOD OF ONE YEAR AFTER THE FINAL ACCEPTANCE BY SANK OF AMERICA- PtiII Architectural Graphics Incorporated 2655 International Parkway P.O. Box 9175 Virginia Beach, VA 23450 (757)427-1900 BANK OF AMERICA 9499 NE 2nd Ave. Miami Shores, FL 33138 I /11 Date 10.18.16 AGI EoR M. SMITH Lead Drafter GLM Drawn By GLM Project Mgr. M. MEYER General Sign Specifications ••• • • t� • J J Iffterior ••Wxterior • • S ngle Double Foiled* am • • • •" ••• A Non-iIlumi3ed 4 • • • • % pi eminateft • ..• • • • • 120 •Saes) ali• • • •r--vglls Ar"P1 Locat%n ••••••� •••• • �i�til�ad - • • • • • • •• • • 0 a o a 0` • a co ED BREAKER SPE 0 0. TED LOUVER. PG18 0 • • g TO PG. 2,6&7 ADDED WELD •• • •• • •• 0 W 0 lu m W 0 = 4 Z O 04 3 y �o O J J 0 44 0° a0 0 00 a a ADDED COOL COLO a z 0 i a t0 a6 m M a a 0 0 4 z z w z 4 0 W 0 0a • • •••f100• • • 0 4 z z I- 0 0 c 4 W z¢e5 0 0 0 a00 2 f CC tt O. a CO 0 as COLOR OPTION vi 0 N. 0 0 f. ,Z tri N ei N r to N 0) CO 1- o 0 00 m a a f mi a ix m 4444141E 0 et et 0 2 cc mm0 <111® This document Is the sole property of Architect, al Graphics, Inc., and all design, manufac uring, reproduction, use and sale rights regarding the came are eapressly forbidden. fl Is submitted under a confidential relationship, for a special purpose, and the recipient, by accepting this document assumes custody and agrees that this document will not be copied or reproduced In whole or in pan, nor its contents revealed In any manner or to any person except for the purpose for which It was tendered, nor any special features peculiar to this design be incorporated in other projects. Code 6894 TYPe C Sign hype FRAME-R-EXT WU- KIO-D7705 PG #: 22