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HomeMy WebLinkAbout7540 Gall Blvd (2)ARCHITECTURE: ELEMENTS ARCHITECTS AND INTERIOR DESIGNERS & 00 S. MAGNOLIA AVENUE, SUITE 150 TAMPA, FLORIDA 3360(o JOHN PROKOP, PROJ. MGR, J OHN e E L EMENTSTAMPA.COM PHONE: 813-251-05(o5 FAX: 813 - 251- 05ro-1 CIVIL: 5AYSIDE ENGINEERING 110 NORTH IM4 STREET, 15T FLOOR TAMPA, FLORIDA 33602 P1 TONE: 813-314-0314 CHRIS DAUSCH - PROJ i"IGR CD AUSCH 0 5AYS I D ENG.COM MECHANICAL, ELECTRICAL 4 PLU115 ING: ARCHITECTURAL ENGINEERING INCORPORATED 3442 EAST LAKE RD, PALM HAR50R, FLORIDA 34(o85 PRONE:-I27--184-14-12 STRUCTURAL: De CARO/ WILL50N STRUCTURAL ENGINEERS 1125 EAST 5th AVENUE TAMPA, FL 33(o05 PHONE; 813 - 2 48 - 8080 LANDSCAPE DESIGN: ANDERSEN LEZNIAK 4921 S. LESTSHORE 5LVD T,41„IP,4, FL, 33611 PHONE : 813 - 831- 9595 ANDREW JAMES - PROJ. MGR. ANDREL.JAMESI ,aVERIZON.NET GENERAL CONTRACTOR - APPL I CANT MR, HENRY FE RNAND E Z 5RADANNA, INC. 2805 SOUTH HORSESHOE DRIVE UNIT 1*12 NAPLES, FLORIDA 34104 PH (239) 455-8891 FAX (239) 411-1249 EMAIL - HENRYe5RADANNA.COM 0WNER 1„IR. GIL VELIZ VICE PRESIDENT - WACHOVIA SANK CORPORATE REAL ESTATE 1950 HILL 550RO BOULEVARD, SUITE 212 DEERFIELD BEACH, FL 33442 954-59ro-ro883 FAX: 954-59ro-(o8ro& EMA1L - GIL.VEL IZ6WACHOVIA.COM WACHOVIA BANK ZEPHYR COMMONS BRANCH US ROUTE 301 and KOSSIK RD ZEPHYRHILLS, FLORIDA 4500-STUCCO-SIDE ENTRY NVACI0vrA BUILDING CODE: 5UILDING TYPE: GROSS S. F.: OCCUPANCY TYPE: OCCUPANCY LOAD: FIRE SUPRESS I ON: FLORIDA BUILDING TYPE V5 PER F5C 4,43-1 SF :ODE 200-1 EDITION A5LE 601 BUSINESS 1 PERS0N/100 S.F. GROSS 4,43-1 S./ 100 S.F.= 4E5 PERSON OCCUPANCY A SPRINKLER SYSTEM IS NOT REQUIRED PER F5C CHAPTER 9 - FIRE PROTECTION SYSTEMS FOR TYPE V5 CONSTiRUCTION AND 5USINE55 OCCUPANCY E L E M E N T S ARCHITECTS -INTERIOR DESIGNERS Tampa Office The Edgewater Building 600 South Magnolia Avenue Suite 150 Tampa, Florida 33606 Phone �813 813) 251-0565 Fax 251-0567 Miami Office 1699 Coral Way suite 503 Miami, Florida 33145 Phone 305 858-5858 Fox 305 858-5850 ELEMENTS State License *AA0002341 ELEMENTS PROJECT *07- 077 , REVIEW DATE PLANS 'YOWER A DIY. _,jL HILLS _ ALL WORK SHALL COMPLY WITH ALL PREVAILING CODES, FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE AN. CITY OF ZEPHYRHILLS ORDINANCES I. • ' - MINES 5000 COVER CIVIL C-0 CIVIL COVER C-1 GENERAL NOTES C-2 EXISTING CONDITIONS / DEMOLITION C-3 SITE PLAN C-4 PAVING GRADING AND DRAINAGE C-5 UTILITY PLAN Cro.1 DETAILS Cro.2 DETAILS C1.1 STORMIWATE R POLLUTION PREVENTION PLAN C12 STORMLJATER POLLUTION PREVENTIONN CERTIFICATION LANDSCAPE LA-1 LANDSCAPE PLAN LA-2 IRRIGATION PLAN ARCHITECTURAL 140 OVERALL SITE PLAN Al FLOOR PLAN A2 REFLECTED CEILING PLAN A3 ROOF PLAN ,43a HIGH ROOF PLAN A4 EXTERIOR ELEVATIONS A5 WALL SECTIONS Aro WALL SECTIONS Al EXTERIOR SECTIONS AND DETAILS AS WINDOW ELEVATIONS SCHEDULES AND DETAILS A9 DOOR TYPES DETAILS 4 SCHEDULES A10 INTERIOR SECTIONS AND DETAILS 1411 INTERIOR ELEVATIONS Al2 INTERIOR SECTIONS AND DETAILS A13 INTERIOR SECTIONS AND DETAILS A14 DUMPSTER PAD PLAN, ELEVATIONS 4 DETAILS F1 FINISH AND FURNITURE PLAN F2 MERCHANDISING PLAN STRUCTURAL 151 GENERAL NOTES 4 TYPICAL DETAILS 52 FOUNDATION 4 SL A5 PLAN 53 ROOFING FRAMING PLAN 154 SECTIONS 4 DETAILS 55 SECTIONS 4 DETAILS S(0 SECTIONS 4 DETAILS S-1 HIGH ROOF FIRAMING PLAN MECHANICAL M0.1 LEGEND NOTES SCHEDULES M1.1 FLOOR PLAN M1.2 ROOF PLAN 4 DETAILS PLUM5ING P0.1 LEGEND NOTES SCHEDULES P1.1 FLOOR PLAN ELECTRICAL E0.1 LEGEND NOTES EO.2 DIAGRAMS SCHEDULES E0.3 ELECTRICAL DIAGRAMS E1.0 ELECTRICAL SITE PLAN E 1.1 POLDER FLOOR PLAN E2.1 LIGHTING FLOOR PLAN E3.1 SECURITY FLOOR PLAN E3.2 SECURITY SYSTEM DETAILS ARCHITECTURE: ELE1"IENT5 ARCHITECTS AND INTERIOR DESIGNERS 600 S. 1 I,4GNOL I A AVENUE, SUITE 150 TAIR,4, FLORIDA 3360(o FHONE : 813 - 2 51- 050 5 FAX: 813-251-05rol CIVIL: 5A"YSIDE ENGINEERING 110 NORTH 11TH STREET, 15T FLOOR TAt-IRA, FLORIDA 33(o02 f=1HONE: 813=314-0314 1„IECHANIGAL, ELECTRICAL 4 fi=LU1„IBINC-;: ARCHITECTURAL ENGINEERING INCORPORATED 3442 EAST LAKE RED, fi AL1„I H,4 R50R, FLORIDA 34(oS5 f=HCNE : 121- l84 -1412 STRUCTURAL: De CARO/ LUILLSON STRUCTURAL ENGINEERS 112E� EAST nth AVENUE TX-1f= A/ FL 33005 FHONE : 813 - 2 48 = SO8O WACHOVIA BANK ZEPHYR COMMONS BRANCH US ROUTE 301 and KOSSIK RD ZEPHYRHILLS, FLORIDA 4500-STUCCO-SIDE ENTRY NVAC1110V11A 5UILDING CODE: FLORIDA BUILDING CODE 2004 EDITION 5UILDING TYRE: TYRE V5 FAR 1=5C T,45LE &01 LANDSCAPE DESIGN: CROSS S. 1-.: 4,500 S1= AND RSEN L E ZN I A< occUFANCY TYfi=E : 5U5INESS 4e21 S. WEST6HORE 5LVD OCCUF,4NCY LOAD: 1 i=ER60N/100 S.F. CROSS TAMf=A, FL. 33& 11 4,500 S./ 100 S.1=.= 45 I=ERSON OCCUR,4NGY �'1--IONS: 813-831-g 9 RRE SUFIRESSION: 4 5i=1RIN<LE1R 5Y5TE1„1 IS NOT REQUIRED PER F5C, CHAf=TER 9 - FIRE I=ROTE GT I ON SYSTEt' IS FOR TYFE VB CONSTRUCTION AND 5USINESS OCCUR,4NCY •� ♦ • �♦♦ 1 E L.E M E N T S ARCHITFUS -INTERIOR DFsiGNFRS Tampa Office The Edgewater Building 600 South Magnolia Avenue Suite 150 Tampa, Florida 33606 Phone (813 251-0565 Fax (813� 251-0567 Micmi Office 1699 Coral Way suite 503 Miami, Florida 33145 Phone (305) 858-5858 Fax (305) 858-5850 ELEMENTS State license #AA0002341 ELEMENTS PROJECT #07-077 5, 200e >UBmM7F.D PLAN(S) HAVE BEEN REYZWEL 3Y ZEPHYRH jA.S tKAR;H OFFICE Reviewer: pose be advised this re%*w of pkns wbrdW if11 � amry review to assist the contractor in c appliwie fse safely codes. This review is not i *w&d b be a fined app mal of the sbrri W plans- It is the mt's sole respo *nsure coto elfiart the PIS are in mplete WkAle NFPA codes and local ordinances. In the event that hxW examinaAm or Me inspection reveals areas of , it shed be the contractor's S* responsibft, at #I* Sob b Wng those areas in ompliance• The City Mumes no tseponsib" for the contractor's failute 110 be rn c wo all apples NFPA Codes and kcal add. DfRAUJING35 INDEX COVER CIVIL C-0 CIVIL COVER C-1 GENERAL NOTES C-2 EXISTINC3 CONDITIONS / DE1„IOLITION C-3 SITE RL,4N C=4 1='AVING GRADING AND DRAINAGE C-5 UTILITY RLAN C(O.1 DETAILS Cro.2 DETAILS C1.1 STOR1„IWATE R POLLUTION PREVENTION PLAN C1.2 STORI„IWATER i=OLLUTION RREVENTIONN CERTIFICATION LANDSCAPE LA-1 LANDSCAFE FLAN ARCHITECTURAL A0 OVERALL SITE PLAN A] FLOOR RL AN A2 REFLECTED CEILING PLAN A3 ROOF RL AN A3a HIGH ROOF i=LAN A4 EXTERIOR ELEVATIONS A5 WALL SECTIONS A (0 WALL SECTIONS Al EXTERIOR SECTIONS AND DETAILS ,48 WINDOW ELEVATION& SCH DUL S AND DETAILS A9 DOOR T"r=ES DETAILS 4 SCHEDULES A10 INTERIOR SECTIONS AND DETAILS All INTERIOR ELEVATIONS 412 INTERIOR SECTIONS AND DETAILS A13 INTERIOR SECTIONS AND DETAILS A14 DU1 IRST R RAID 1='LAN, ELEVATIONS 4 DETAILS 1 1 FINISH AND FURNITURE fi=LAN F2 1�ERCHANDISING 1=LAN STRUCTURAL 51 GENERAL NOTES $ TYi=ICAL DETAILS 52 FOUNDATION 4 SL A5 fi=L AN 53 ROOFING FRA4 I ING fi=LAN 5.4 SECTIONS 4 DETAILS SE� SECTIONS 4 DETAILS 5(0 SECTIONS 4 DETAILS 51 HIGH ROOD 1=LAN t„IE CHAN I CAL 1„I0.1 LEGEND NOTES SCH DUL S 11-11.1 FLOOR FLAN M1.2 ROOF i=LAN 4 DETAILS 1=L U115 I NCB R0.1 LEGEND NOTES SCHEDULES R1.1 FLOOR PLAN ELECTRICAL E0.1 LEGEND NOTES E0.2 DIAGRAMS SCHEDULES E0.3 ELECTRICAL DIAGRAMS E1.0 ELECTRICAL SITE 1='LAN E LI i=OWEfR FLOOR fi=L AN E2.1 LIGHTING FLOOR fi=LAN F-3.1 SECURITY FLOOR FLAN E3.2 SECURITY SYST 1„I DETAILS 4 r a r M W H 079 V� PROPERTY LINE PARCEL 6 SITE PLAN 5CALE: 3/32" = V-0" i I I I I I I I I I I I I I I 1 I I I I I I Notes: Revisions: Seat #AM4W .Constitantc WACHOVIA U-N•.. � ♦ 0 10 mNiiiiii I • E L E M E N T I. I I ARCHITECTS -INTERIOR DESIGNERS Tampa Office The Edgewater Building 600 South Magnolia Avenue Suite 150 Tampa, Florida 33606 Phone (813) 251-0565 Fax 813 251-0567 Miami Office 1699 Coral Way suite 503 Miami, Florida 33145 Phone (305) 858-5858 Fax (305) 858-5850 WACHOVIA - ZEPHYR COMMON'S PARCEL 6 US ROUTE = and KOSM RD ZEPHYRHUS� FLORDA 4W-sTLXX;0-=E ENTRY SITE 1 PROJ NO. 01-011 DrawkV TMIaMWDrawn by JP SITE PLAN PARCEL 6 n PARCEL 6 SITE SECTION 5CALE: 3/32" = V-0" SCALE: AS NOTED A B C D E F G FLOOR PLAN NOTES Notes: • 4 1'-py" I 56'-2,4" 1. CONTRACTOR SHALL PROVIDE ALL MATERIAL AND LABOR REQUIRED TO MAKE FINAL CONNECTIONS TO ALL UTILITIES AND SYSTEMS, 11. BED PLATE -SEE EQUIPMENT VENDOR'S SHOP DRAWINGS. Revisions: 2-_p" 13'-9�" 18'-10y" 13'-B" 5'-4�4" INCLUDING ITEMS SUPPLIED BY OWNER SO THAT ALL UTILITIES AND 4" SYSTEMS ARE FULLY FUNCTIONAL, UNLESS SPECIFIED OTHERWISE. 12. IRRIGA110N CONTROLLER 2�_p" 13'_8" 21'-9y" 13'-8" 5'-0 4" 13ND OPENINGS,. 2X8 FLAT WOOD BLOCKING ®5'-5" A.F.F. BETWEEN STUDS IN THIS 10 ' " » 2 CONTRACTOR TR TRENCHES, FLOOR OPENINGS, GROUTALL NGS,GAND SLAB DEPRESSIONS WALL, TYP. BOTH SIDES. 9y» 1 -5y S-4" 4'-0" 6'-0" 3 -5y 1 -9y I 4 » PAINT CT CABINET AND FOR OWNER -INSTALLED BANK EQUIPMENT AS SHOWN ON SHOP R.O. R.O. 2 " DRAWINGS FURNISHED BY BANK EQUIPMENT MANUFACTURER. 14. INSTALL 3/4" PLYWOOD FLOOR TO CEILING (PAINTED) ON ALL FOUR 10 581 A5 METER BOX TO MATCH 4 15 4" 4" EXTERIOR WALL WALLS. A7 I �I _ _ _ _ _ Af —' — — — — JAN. ELECT. 3. QUEUE LINE LEDGE. SEE 10/A13. 15. PROVIDE SOUND INSULATION IN ALL INTERIOR WALLS AROUND WOMEN NOTE 12 4. SHELF/MOP/BROOM RACK FURNISHED AND INSTALLED BY G.C. AND MEN's ROOM. I ------------------------------- -- - p------ ---- ---- ------ -- ------ -------------------------------- 16. ALL INTERIOR WALLS SHALL BE TYPE 1 U.O.N. 5. TV AND SUPPORT BRACKET BY OWNER. BLOCKING AND ELECTRICAL I I 4- _ _� ; -- -- ORRIDOR BY G. .. 17. FIR WALL OUT TO ALLOW FOR ELECTRICAL. 2X4'S AT 24" O.C. TURNED ' i 8'-2 119 120 5'_g7 116 117 A11 1 » \A7DER 1 " Al2 i 7 ON SIDE WITH %" GYPSUM BOARD. 6. CHECK DESK -SEE SHEET A13. y 2 -7 4 -8'1- 10 -7 6 -11 > - g A7 A11 =� — — 7. TENSABARRIER QUEUE LINE BY LAWRENCE METAL PRODUCTS, INC. 18. ALL DOOR FRAMES TO BE LOCATED STANDARD 4" FROM ADJACENT 1 0 7 �7 15 I l STUD WALL. NOTE 15 Al 7 I� I I 1 I I , 8. ALIGN ACCENT WALL WITH CENTERLINE OF CEILING GRID. 3 I ROOF LEADER- 19. SEE SHEET F1 FOR FINISHES AND FURNITURE. A64 I A181 WOMEN =N �`- SEE PLUMBING 3 L 1 NOTE 5 NO 4 2 N I ; 9. SELF -SERVE VAULT, NO COMPUTER ACCESS CONTROL = I I DRAWINGS M I I i N I 119 I 114 I o " 20. SEE SHEET A8 FOR WINDOW SCHEDULE. I o 10 i 10. 4 O.D. PIPE BOLLARD BY GENERAL CONTRACTOR, TYP. AT ALL of o R I A11 ; REMOTE UNITS. BOLLARD COVERS BY GENERAL CONTRACTOR ON ALL 0 ' BREAK RM I i PIPE BOLLARDS. I _ I H J NOTE 15 118 1 116 � NOTE 14 \ Seal: I" I L---------J O I I I ' - -- 13 14 8 I ; 3 A11 A11 EN v°O A11 � 5 \ i " I 15 A11 \ 1 10 -11y 34'-6" 9'-10" 11 _ 1 N 13 - - 12 = 11 IUl) MI 20 I f 1 WORKR- 1 � 1211 6'_0» 4 7'-2�" �ROOM o - - - NOTE 8 A11 1 112 `� ND O 20'-10 l Lk 7,) 8" iA I I C:, 9'- /4" = 9'-5/8" =oo rz 4 1 & I _ o I ; COPY/ I n � At t 1 FAX 4 o I a 121 Al2 NOTE 7 p ' I I I Ate Ail 1 ! I Al2 I I A11 I --- ° O l o ' 1 M i i I O I o 3 I O I I I A11 I ( ..........:...:......... A5 I I 2n, 6 11 I I Al2 5 -0" -2 y �2'-6" 4" 2-0" -. C I A10 i 1 O 9 -5 / z [ I I NOTE 3 a60 l., Ap I "� 111 I LL_ ri 0 p O '% A4 o 0 �,. I I I I I QI O I - LU ! ° cV I , W � ^ 102 I NOTE 7 o N !, I r ATM - Cn N I.� A V QUIP,.' = N o o As , 8 o NOTE 6 I TELLER 1 ROM a, r A13 iii iii I 111 1 _ I o ( A10 N I I � 2'-11 f^ - - - - _...: - - - - -_ 17 - - - -i - - - - 6 I I A13 10 I — o I FLOOR OUTLET FOR �� " ,_ 7 „ ; - WASTE5 `i RECEPI(ACE FCM DESK. SEE E4. N CUSTOMER NOTE 5 Aid 8 11y 4 /g ; A6 5 W d I AREA I 1 I ROOF LEADER ` j 02 I IL I SEE PLUMBIN �- - - - -� - - - - - - - - - - - - - - - --DRAWINGS 4 - - - - -_ - - - - - - - - - - - - - - - - - - - - - M4'-4" 3'-4Y" T© 10'-0" i 5'_py4" 7/ 7 " I = oo _ N 1 \� A$1000UPON FCM dz 103 103 00X. d co FCM DESK. = I L — SEE 1 /A13 00 5 I ; M ; of I I , 13'-5y" 1 I 1" OFFICE 109 8 104 0 T/OUT VAULT ; 109 A9 NOTE 11 NOTE 9 I` I _ I I = o j........::a. = VAULT 0, ; o _ , o A ' o =3 I 104 0 CLEAR o ' I — 1 3 NOTE 13 F A8 5 SOLAR SCREEN 1 f^ I ABOVE- TYP. ; 1 3 SIM, I 1 = I "' i 108 1 105 C ; OFFICE A8 l i i 108 I S E E 1 d EXPANSION JOINT (TYP. AT ALL ISLANDS) -- - ------ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ---------- 4 EDGE OF CONCRETE I A5 SLAB LINE OF CANOPY I _ _ _ _ _ _ _ _ _ 7 _ ABOVE _ A6 in EDGE OF CONCRETE Q0 O O SLAB -o►I I ^ 6" RAISED I r CURB, TYP I 6" CUSTOMER UNIT -REFER CUSTOMER ;�, -TO BANK EQUIPMENT UNIT VENDOR'S SHOP "' DRAWINGS 6" RAISED NOTE 10, TYP. 2'-6" CURB, TYP 0 4 CUSTOMER A6 LINE OF CANOPY I UNIT I I o ABOVE p `01 I I 6" RAISED O O I D CURB, TYP EXPANSION JOINT I CUSTOMER 13 ° UNIT I 1 I a12 'o I „ 2'- 6" RAISED CURB, TYP o O 16 CUSTOMER c� I o UNIT I " o Lr o6 �, ? TYP TYP �' Z N Z I 3 0 0 0 = io A7 =3 o I 0 W w z L I I F �Z I I I Q o p w CM w LINE OF CANOPY I - - - - - - - - - - - - - - EDGE-OF-CONCREfi€ SLAB 0� 10 0_ 0 iv ----- --��T f I ----- -------- ------ ------ -----------� f 1 ---- --—J -- 8 8 A6 A6 8" 11'-6" 11'-6" 11'-6" 11'-6" 8'-7" 54'-7" SLAB 0 0 OFFICE -CD 0 A5 I A` i o A8 1107 l 1 106 ' 105 "N i A I� I r, I O 5 10 f t A8 A8 9y ° N- i ,1 j I__._ NOTE 13 SOLAR SCREEN ' 3 = I I i ABOVE- TYP. OFFICE ►� OFFICE NOTE 17 I 107 �, 106 4 NOTE 17 ' o -------------------- -------------- I LM 10'-27/." Tj'%\1/ 10'- 27%" 1 1 - F 3-5/8" 5/8" GYP. BD. ON EACH - SIDE OF 3-5/8" MTL. STUDS FROM FINISH FLOOR TO 6" ABOVE CEILING. 5/8" GYP. BD. ON - 3-5/8" MTL. STUDS FROM FINISH FLOOR TO 6" ABOVE CEILING. 4-7/8" 04AL= z WALL TYPE VARIES 5a" 5/8" GYP. BD. ON 1-5/8" MTL. STUDS FROM FINISH FLOOR TO 6" ABOVE CEILING. 3/4" PLYWOOD FLOOR TO CEILING IN TELE/DATA ROOM 5/8" GYP. BD. ON EACH SIDE OF 6" MTL. STUDS FROM FINISH FLOOR TO 6" ABOVE CEILING. NOTE: USE MOISTURE RESISTANT GYP. BD. ON WET WALLS SOUND ATTENUATION BLANKETS 3 WALL TYPE VARIES - SEE PLAN 5/8" GYP. BD. OVER 7/16" OSB BD. ON EACI SIDE OF 3-5/8 MTL. STUDS 0 16" O.C. TO STRUCTURE ABOVE. 54" 5/8" GYP. BD. ON EACH - SIDE OF 3-5/8" MTL. STUDS FROM FINISH FLOOR TO STRUCTURE ABOVE. m a o `� 3 I = N A4 M Nicholas Pugisi, A.I.A. Architect L.Icense #AR12460 Consultants: WACIBIOVIIA ♦10- ; tali �� ♦ • weAlto Iot E L E M E N T 6 ARCHITECTS "INTERIOR DESIGNERS Tampa Office The Edgewater Building 600 South Magnolia Avenue Suite 150 - Tampa, Florida 33606 Phone (813) 251-0565 Fax (813) 251-0567 Miami Office 1699 Coral Way suite 503 Miami, Florida 33145 Phone R05) 05) 858-5858 Fax 858-5850 ELEMENTS State License #AA0002341 A7 VAULT WALL WACHOVIA — ZEPHYR COMMONS --------- PARCEL 6 ___ ^________ _____ = 5/8" GYP. BD. ON EACH a US ROUTE 301 and KOSSIK RD I - SIDE 0 1-5/8' MTL. ZEPHYRHILLS, FLORIDA - - - - - STUDS,FST RED, FROM - - STAGGERED, 4500 STUCCO SIDE ENTRY " FINISH FLOOR TO 6" 4" 4 y" ABOVE CEILING. Drawing No./Date 02.05.09 2 4" PLAN ;SEE VARIESI STRUCTURAL SHEAR WALL- 1 -9y" 2'-5y" A5 6,-p" 1'-4" 6'-0" �-514" 1'-9y2" NORTH PLAN Q SEE STRUC. DWGS. 4_7/g" � A 1 » R.O. 21 9 » R.O. WALL TYPE WALL TYPE WALL TYPE WALL TYPE _ 01 13'-8" y 13-8 4 5 6 7 PROJ NO. 07 071 ?r < < < < Drawing Title/Scale/Drown by jp A4 49'-1y" FLOOR PLAN FLOOR PLAN INTERIOR WALL TYPES 1 SCALE:1/4"=1'-0" 2 3/4"=1' SCALE: AS NOTED _- ___ - _ _.- _ - ___ _ - - - - _._ - - - __._- 1L_ A B IC D E F G Notes: UNDERSIDE OF AGRIBOARD BEAM SEE / ROOF PANEL STRUCTURAL DWGS. / Revisions: I 3 5/8" METAL NOTE 6 NOTE 1 NOTE 1 / BRACING A 9'-9" CAT 15 A.F.F. JAN. ELECT. I _F 11� ,�L/ SUSP ACOUS j� I CENTER ALL SLOT DIFFUSERS ON WINDOWS. CENTER Al DIFFUSERS WINDOWS. L'J VLI1 ILI\ PILL J"w1 DIFFUSERS ON WINDOWS. PLAN NORTH REFLECTED CEILING PLAN SCALE: 1 /4"=1'-0" TILE CLG. CUSTOMER AREA 7 -L OFFICE A.F.F. 3 5/8" METAL STUD FRAMING AT 16" ON CENTER WITH 5/8" GYPSUM BOARD ON EACH SIDE 8'-1 3 4" SEALANT ON BOTH A.F.F. SIDES OF WALL ALUM. STOREFRONT SYSTEM SECTION AT OFFICE PARTITIONS SCALE: 1 1/2"=1'-0' BY CA THE CORPORATION— T a 0 EE INCLUDEE 0 Mc IN Y PROPROV EE G. DED ON AND RA '- 0RIV__—THRU INSTALI.ED � I F21 0 I 0 F21 3 5/8" METAL STUDS — EXTENDED TO ROOF DECK BRACING AT EVERY VERTICAL STUD 3 5/8" METAL BRACING AT 4'-0" O.C. 9'-9" A.F.F. SUSP. AC TILE CLG. P-1 5/8" GYP. BD. 5/8" GYP. BD. ON (') 3-5/8" MTL.STUDS 8'-6" ® 16" O.C. A.F.F. A 8'-2" SUSPENDED ENTER ALL SLOT A.F.F. ACOUSTICAL IFFUSERS ON RECESSED LIGHTING FIXTURE CEILING gNDOWS. -SEE ELECTRICAL DRAWINGS P-5 SECTION AT TELLERS SOFFIT REFLECTED CEILING PLAN NOTES 1. INSTALL ONE LAYER OF 1/2" GYPSUM BOARD TO UNDERSIDE OF AGRIBOARD ROOF PANEL. 2. GENERAL CONTRACTOR SHALL COORDINATE WITH WITH OWNER'S AUDIO VIDEO SUPPLIER. 3. NOT USED. 4. ALIGN ACCENT WALL WITH CEILING GRID AND CENTER ALONG CENTERLINE OF VESTIBULE DOORS. 5. SEE MECHANICAL DRAWINGS FOR SPECIFICATIONS OF DIFFUSERS, VENTS, AND FANS. 6. EXTERIOR GRADE GYP. BD. CEILING, PAINTED 7. THE DRIVE-THRU CANOPY INCLUDING LIGHTING SHALL BE FURNISHED AND INSTALLED BY THE McGEE CORPORATION. GENERAL CONTRACTOR TO FURNISH THE FOUNDATION. 8. GENERAL CONTRACTOR SHALL COORDINATE EFFORTS BETWEEN THE McGEE CORPORATION AND THE BANK EQUIPMENT VENDOR. 9. SEE ELECTRICAL DRAWINGS FOR SPECIFICATION OF LIGHTS. CEILING LEGEND 2'x2' LAY -IN CEILING PANELS IN A SUSPENDED RECESSED GRID SYSTEM 0 2'x4' LAY -IN FLUORESCENT LIGHT FIXTURE. SEE ELECTRICAL DRAWINGS FOR FIXTURE SPECIFICATION El1'-4" X 1'-4" METAL HALIDE LIGHT FIXTURE 0 1'X4' FLUORESCENT LIGHT FIXTURE p RECESSED FLUORESCENT DOWNLIGHT FIXTURE O CAN LIGHT FIXTURE (EXTERIOR) QOR EXTERIOR WALL -MOUNTED LIGHT FIXTURE, SEE ELEC o RECESSED ADJUSTABLE WALL WASHER O AUDIO FIXTURE SUPPLY AIR DIFFUSER RETURN AIR DIFFUSER EXHAUST AIR FAN ® SUPPLY AIR DIFFUSER SUPPLY AIR DIFFUSER X-X' CEILING HEIGHT Seal: Nicholas Puglisi; A.I.A. Architect License #AR12460 Consultants: WACHOVII& E L E M E N T S ARCHITECTS • INTERIOR DESIGNERS Tampa Office The Edgewater Building 600 South Magnolia Avenue Suite 150 Tampa, Florida 33606 Phone 813 251-0565 Fax 813 251-0567 Miami Office 1699 Coral Way suite 503 Miami, Florida 33145 Phone (305) 858-5858 Fax (305) 858-5850 ELEMENTS State License #AA0002341 WACHOVIA — ZEPHYR COMMONS PARCEL 6 US ROUTE 301 and KOSSIK RD ZEPHYRHILLS, FLORIDA 4500-STUCCO-SIDE ENTRY Drawing No./Date 02.05.09 A2 PROJ NO. 07-071 Drawing Title/Scale/Drawn by jp REFLECTED CEILING PLAN SCALE: AS NOTED 2x FRAMING WITHIN AGRIBOARD ROOF PANELS ® OPENINGS — SEALANT Notes: NUMBER OF 2x'S PER AGRIBOARD WOOD BLOCKING DRAIN RECEIVER ROOF DRAIN INDUSTRIES ROOF PANEL OPENING (S E STRUCTURAL) SINGLE -PLY ROOF TAPERED 2 ONE PIECE GALVANIZED MEMBRANE SYSTEM METAL FLASHING AND SEALANT INSULATION Revisions: A5 ROOF HATCH RELIEF SCUPPER. PAINT SEE 7/A-3 6 EXPOSED METAL TO MATCH SURROUNDING SUB -STRAIGHT A3 4"H X 16"W BOT OF BLOCKING WALL VENT" - —" F--- I 7 SINGLE -PLY ROOF ---------------- I` 'I I` I �`� �iI�ALL VENT -- -- --- ------ MEMBRANE SYSTEM OJ j w WALL VENT a I; `� I I I "' I' ` IFil a p V____y V___ y V -- ` 6 �- -__-_, O 1111 i 11. 1 1 N A3. 3 7d11 � _----Jj I � II I . 1 I i a A6 � VENT THRU 3 --- ROOF I SLOPED FRAMING ROOF DRAIN II SEE STRUCTURAL SEE DETAIL WALL VENT 8"X12" 3/A-3 a» OVERFLOW SCUPPER 20 TOTAL REQUIRED I I �. VENT THRU SEE WALL SECTION 1 /A-5 I I ROOF SLOPE SEE 2/A-3 II II II II II II II WALL VENT Li II r r .l SLOPE i I II I I I I L=-----i L' -----J SLOPE RTU-1 RTU-2 II ( I III J I I 3 WALKWAY Ii I MAT1EC11VE I I I I OUTSIDE FACE OF STUCCO WALL BELOW WALL VENT IF A5 I X\� 2x FRAMING WITHIN i i AGRIBOARD ROOF PANELS I V_ ®OPENINGS — NUMBER OF 2x'S PER AGRIBOARD INDUSTRIES ROOF PANEL OPENING (SEE STRUCTURAL) i�% 1 WALL VENT 8"X12" 20 TOTAL REQUIRED I SLOPE SEE WALL SECTION 1 /A-5 I X / �. I z y I � a 8 I 3 A3 OUTSIDE FACE OF STUCCO WALL BELOW _ _ _ _—_ �T [-Linn �I z ALUM. CURTAINWALL I I SOLAR SCREEN BELOW— TYP. 119 MI�IIII ►�II�IIIII�I� ROOF PANEL SLOP 1/4-/FOOT ROOF PANEL SLOP 1/4"/FOOT SATELLITE - VERIFY EXACT LOCATION W/ OWNER DISH SUPPORT SEE SPECS — 5 ������� R���� /1��� �•��,N� ►IN,'NE..♦1 ��= i, WE A 5'-54" II z >I 2 .I A6 SLOPE 2x FRAMING WITHIN AGRIBOARD ROOF PANELS OPENINGS — NUMBER OF 2x'S PER AGRIBOARD INDUSTRIES OUTSIDE FACE OF STUCCO WALL BELOW TAPERED ROOF — INSULATON OVERFL SCALE: 1 1/2"=1'-0" SEALANT TOP OF WALL 11'-10 3/4"" OW SCUPPER DETAIL DRIVE-THRU CANOPY PROVIDED AND INSTALLED BY THE McGEE CORPORATION UNDER G C CONTRACT G C TO INCLUDE PRICE IN OVERALL FEE TO WACHOVIA DRAIN RECEIVER INSULATION ift'l ROOF DRAIN DETAIL 7 7/8" STRUCTURAL ROOF PANEL SYSTEM SEE TOP OF CURB TO BE LEVEL ALL FOUR SIDES WOOD BLOCKING WATER TIGHT FASTENERS SPACERS AT ANCHOR SCREWS SINGLE -PLY ROOF MEMBRANE SYSTEM '� PIPE PENETRATION DETAIL SCALE: 1 1 /2"=V-0" 3y» 2x4 TREATED WOOD NAILER SINGLE -PLY ROOF MEMBRANE SYSTEM T18 GAUGE GALVANIZED STL. GALV. NAIL INTO AGRIBOARD 00 7 7/8" STRUCTURAL ROOF PANEL SYSTEM EQUIPMENT SUPPORT DETAIL v % SCALE: 11/2"=V-0" SINGLE -PLY ROOF MEMBRANE SYSTEM SINGLE -PLY ROOF MEMBRANE SYSTEM 5/8" GRADE 1 PLYWOOD OVER 2X4'S 0 16" O,C. - SEE STRUCTURAL DWGS. i/8" GRADE 1 PLYWOOD )VER 2X4'S 0 16" O.C. - SINGLE -PLY ROOF ;EE STRUCTURAL DWGS. T MEMBRANE SYSTEM Seat V N XMS PuDW AlA. Architect License #AM480 LK- j? -1V i �-Tj i i 4 ♦ 10 1 _' ,41 00 71do ' - 40 �_�*10 E L E M E N T 6 ARCHITECTS "INTERIOR DESIGNERS Tampa Office The Edgewater Building 600 South Magnolia Avenue Suite 150 Tampa, Florida 33606 Phone 03) 3) 251-0565 Fax 251-0567 Miami Office 1699 Coral Way suite 503 Miami, Florida 33145 Phone (305) 858-5858 Fax (305) 858-5850 I Z o o®o VXA B 4111sd 810% LJosnss *AA000N41 N F— --a R----T OUTSIDE FACE OF WALL I `� ,� I I `� ,� I I `� ,' I ¢ LOCK STRIKE & 3 3 BELOW I I� `b I — — — — — — — — — — — — — — — — — — — — — — — — — OUTSIDE FACE OF Z STUCCO WALL BELOW Nil ROOF PLAN NRTH 1 SCALE:1/4"=V-0" i WALKWAY- SLOPED FRAMING PROTECTIVE SEE STRUCTURAL MAT TAPERED INSULATION FOR POSITIVE DRAINAGE TO THE ROOF DRAINS ROOF DRAIN SEE DETAIL 3/A-3 TPO ROOF MEMBRANE SYSTEM SLOPED FRAMING SEE STRUCTURAL 2x FRAMING WITHIN AGRIBOARD ROOF PANELS ® OPENINGS — NUMBER OF 2x'S PER AGRIBOARD INDUSTRIES ROOF PANEL OPENING (SEE 6 STRUCTURAL) 0 J tN z w J 3 cV v OVERFLOW SCUPPER SEE 2/A-3 �Il�l■Y�t� ROOF FRAMING DETAIL PADLOCK HASP 1" RIGID FIBERBOARD INSULATION SINGLE —PLY ROOF WACHOVK - ZEPHM COItI�AON3 MEMBRANE S TEM PARCEL 6 ° US ROUTE 301 and KO M RD �/4" '.',% ZEPHYRI"LL3„ FLORDA ,�.,`, •. \ 4600"BTIJ000-BDE BIITR1f 10 LADDER 1/2" GYP. BD. (TYP.) ni0 tJoJDaft 02MM 3"X1/4" BENT 7" PLATE BRACKET 1 /2" LAG SEE 9/A8 1 /2" GYP. BD. (TYP.) 7 7/8" STRUCTURAL BOLT O �J NO. 01-0�1NO. 01-0�1 ROOF PANEL 3'-0" Drrwlno TN&Vod&Uvwn by JP ROOF PLAN ROOF HATCH DETAIL. 7 SCALE: 1 1/2"=1'-0" SCALE: AS NOTED FINISH KEY Note& S-1 TO BE STO STUCCO 3 TO MATCH ICI #A0724 - 3 1 FARMER'S ALMANAC Revlon ALUM. COPING M-2 A6 CENTER MEDALLION CENTER MEDALLION A5 ALUM. COPING A6 SIGNAGE BY A5 ALUM. COPING TOP_ OF �� PARAPET ON WINDOW ON WINDOW M_2 OWNER CENTER MEDALLION ON WINDOW CENTER M-2 TOP OF PARAPET S-2 TO BE STO STUCCO TO MATCH ICI #A0083 - 20 -10 S-2 1 PINEAPPLE GROVE � ALUM. • MEDALLION 20'-10" INDIAN LEGEND I MEDALLION, TYP. I COPING �. S_2 ALUM. I ON WINDOW I 5 ; S-2 TOP OF 18'-0" S-3 PARAPET I I I M-1 I MOPING 1 A4 S-3 TYP FTOP OF PARAPET S-3 TO BE STO STUCCO TO MATCH ICI #A1804 - B-2, TYP. B-2, TYP. 1 18,-0- .. TOP OF WATFRTARI F .'. • ' • ' • .: .. :. .... I B-2, TYP. BROWN BAG 00 loo ��owl -- -- aa®•■aaaaa-aa—�a�.r®® • • - LIGHT FIXTURE CUSTOM COLOR TO =�►Li �� i il�r—" // % � �—�' �, ,_,,�E�i► CUSTOM PINEAPPLE GROVE i �IIZ�, r�Li % %j % // r�L�r}L�}— �,1'`..� • ROUND OOCU1333 PALMS W1 SWIRLS ■a�:� � � / i ■lam aim � s•a! a� r / ■� Isfa��raat.�ia-a._ B-2, TYP. MIN npy aff�a__-■r�ww--.��" �te�r®■■-si--ww_as-a■.e�-�w��r�-w®r_---�■-a�•a�a-■�ow�-!=11 � � � :�i-{"iasws- :{■i�l;{•i{���1�����{■_{���—�1■iih�-C{�5����{■tS�1--i�l����{�`{\����isi��'_-i■=5�1���� •��: /- �5�,���i2 .{■�{���{■1•{�����t{� ■�{� - Jal,�_l���Iaa�,..�:�ia�■.,�a.7i���l�.a.��i�s;�s,sia•■:�la�',a�iaass.)�,ifs•-,��,�a�r,�-�:�as,..�s_�a�a�.T��.a���s• .a_ . � , ��I��u���i���l!��1���11��1:��!��1a�l�i��l����l�Ti•��f�lT���'al���l�l�l�!'��lala���I�/ / a! � I r -�•�__. _._�•�:��-, :•-'_�-: .�-�����-_-_sa-:. .��.-..��:�----.��:�. _��.�.1 �.�_!_st: ��'�!!_--; .!•.�- _-..-.�_. :mil/-,-C;r�-,�.+� _r-. _r �,--r_,�,.--r_�,__-I-�•_--r.-.�`.-�n__�--r_: `---r_�,-_-r_:�,--r_.�--rw _r�r�.-/_ L-r_,-_r_.�.._._-r_._,-i._.�`.--r_.r`,--r_.��• �-■--a_-rw•-•�vw®.•� w-•_ ILA{�-�1�{��_� �ia�r—[—i�r��C-i�a�i—��i�asila!r—C—.as}�i • ; Ta�a�laa�.a�r�a�l�.:��lsla���s_ ��1a-1-:�rs•atiaa��qUNSCREENS SHALL MATCH ICI - ' - U TYP. #A0469 - SICILIAN SUMMER FRONT(NORTH)ELEVATI N AROUND AROUND BY CURTAINWALL O MANUFACTURER, CUSTOM AROUND CURTAINWALL MANUFACTURER, CUSTOM AROUND AROUND ARO AROUNDSTORFRONT STORFRONT COLOR TO MATCH M-2 STORFRONT COLOR TO MATCH M-2 STORFRONT STORFRONT STORFRONT -BY WALL SCONCE ANP LIGHTING SCALE:1/4"=V-0" 22'-73/8" ORB220-WM35-RWT-MH100 01 2 DK BRONZE. ALUM. COPING M_2 ALUM. COPING CENTER MEDALLION M_2 A5 SIGNAGE BY ALUM. COPING CENTER MEDALLION PROVIDE WALL-MTD MOUNTING TOP OF PARAPET ON WALL OWNER M-2 ON WALL TOP OF PARAPET MEDALLION AT CULTURED STONE 20'-10 - 20'-10" SURFACES BY PINEAPPLE GROVE ALUM. S-2 #07SM-034 COLOR= COASTAL S-2 I COPING T�' S-2 --� • I IVORY S-3 1 M 1 COP NG COP 1 S-3 TOP OF _ B-2, TYP. B- , TYP. -PARAPET _ 18,-0" MV - FLUSH WITH WALL B-1, TYP. FIN. GRADE -SEE CIVIL DWGS. EAST ELEVATION /2__�IRRIGATION CONTROL BOX, CT CABINET IRRIGATION CC 4PAINT AND CONDUIT TO MATCH EXTERIOR FINISH LEAVE OUT FOR ELECTRICAL EQUIPMENT SCALE: 1/4"=V-0" q5 COLOR BENEATH THEM. PAINT METER AND CONTRACTOR TO COORDINATE EXACT ALLOWEDNDUIT IF BY AUTHORITIES HAVING LOCATION DIMENSIONS W/ ELECTRICAL ALUM. COPING ALUM. COPING SIGNAGE BY JURISDICTION CONTRACTORD TOP OF PARAPET M-2 CENTER M-2 OWNER 20'-10" MEDALLION CENTER MEDALLION ON WALL ALUM. S-2 COPING ALUM. ON WALL S-2 _. .- COPING �r5 u-1 - u-1 - / t AA J PRODUCT APPROVAL / NOTICE OF ACCEPTANCE MATRIX PRODUCT / APPLICATION PRODUCT APPROVAL # / NOA # MANUFACTURER EXP. DATE STRUCTURAL WALL PANELS PA # FL9024 AGRIBOARD INDUSTRIES N/A CURTAIN WALL (WINDOWS) PA # FL3393 VISTAWALL 03/04/2011 DRIVE -THROUGH WINDOW MIAMI-DADE NOA # 08-0324.12 DIEBOLD INDUSTRIES 05/01/2013 EXTERIOR ALUM ENTRY DOORS PA # FL3393 VISTAWALL 05/20/2009 EXT. HOLLOW METAL DOOR #FL 4613.1 INGERSOLL-RAND STEELCRAFT N/A SINGLE -PLY ROOFING #FL 1601-R5 CARLYLE SYNTEC N/A ���.---_-u�as,i sa-®i a®�.a_raa__a® �_ ��1�-�_-.�w•s-_s■-s��a.ds�.a ar�_I/♦}�- ���a-'_-t��rya��_��t�.{�'__lL�ias•,-_-_ /�+�_i l�l�w�- l�s•1_�_teas•_�l�t_��__L-�`_��ls•.a��.-\ �wf����{�Ll����{�1�7�•-i_�_�t��w�1_�1�w �{��i:-.,����ws•• + ._� { w.�� 1 -��'-� t _ J�-i-f�-c-r R c-; f ire.,._ ��;-I ��1��--j�l���-i■=1� ;■)i\� ;cif, • a�u�r_=`�--• �I�,�.:�IF—.�,�—,��� `—_,� t ,--„—%�n���,��,�—`���� mil_ � =`.�f� �..� -,-c_�i-�-j��L�Y —�aaaaf��—1�-I-j ..-t-f�} ,_ asL��-r-�t�ry '-��i�t :-(e,:�r} -I�I�I -t�f�i �1.--r-- • � � � ■�aaf,lafii�I�a,�laa� -J�/�l�li.��laa��r>•,alas_.�a;asT11�s,:��;�1���>i�a�la�lA tafiaa�.�ilis-:sl��■�s_a�i _-�-�����/��'�_ 1�� __ �_—.�;-_���.—,��:'�.=�sias• aa�'—,�; .ram—�l��a�.�i- • • / AROUND TYP SOLAR SCREEN CJ AT INSIDE CORNER DOOR TO STORFRONT • •• TO O, — _ TOP OF CANOPYAk 14'-0" _BOTTOM OF CANOPY 10'-0" �� r- ll��■�a�iaaa-�lia� �ias_..s_>•;�i�a..s•Jaasl�.�l� awl �1��I� ■ �I� Ili• �I�I�1�I�I�1��I�la�I1�1�1��1�I � �1'�l� :ter ,•+r r � ���� F.F.E. n IN n S-5, TYP. AROUND 1 IIII>'.11II SOLAR SCREEN BY CURTAINWALL III III III III IIIt WEST ELEVATION STORFRONT MANUFACTURER, CUSTOM COLOR TO MATCH M-2 ^ 22�_O 4n e. - L SCALE:1/4"=V-0" CENTER MEDALLION PINEAPPLE GROVE 4 ON WINDOW 20'-8" MEDALLION, TYP. A5 _ ALUM. COPING ALUM. COPING 14'-8" M-2 M-2 TOP OF PARAPET EQ EQ 2 : CENTER MEDALLION 20'-10" S-2 A5 I 51-2/A-3 A6 ,� _ S-2 -� ON WALL S-2 I A4 SCUPPER SEE SCUPPER S-3 S-3 TYP 11 SEE 2/A-3 TOP_ OF PARAPET B-2, TYP. I B-2, TYP. 18'-0 " B-2, TYP. TOP OF WATERTABLE • COURSE S 2 E---' ' 5 2 .+-----�-- ---- B 1, TYP CENTERLINE OF MOLDING i ,..;. :.. •. ; . AND MEDALLION 1 Lj 1 TYP. ,. , ., .... ,. . S... ' 1 $ 4 ,, , 1 : r. w ... ' .,. .. , ,....� .... ',. ... .... " i , •� .. .` ', '41 I 1 � � � / . /, /;1A111 � / I �. i �.►.i � .. � 1A/IAII'1n1A/ LJCAf1 CI L MOLDING DETAIL SCALE: 1 "=V-0" =�._ - - __ - --- - 15 - IMM11 0 !1 a ra W�_ n I.im � 00000/ ` 00000�� .; 00 �• .-��:��■ �-.— a_�w®_�s_--.a•---■-we_a®a-®wsr.m�-ae®.a_s�w�a.�■a—�sseadasm■®a_w•_-_em.■e__—�-�.". / .■_s!■—_�a_s—_s■ �'■®®sin.®_ �■�aw��.= �i��= ���= 1 —r-- l�_s•�r _ta�'_r —L —1 - —�_ —r— --�— —r— r —�— r _�— ._�_ —ry — � , � r ,, - , - .,:, - � � s, �—t�;_�r {�: _—fs_ �—%i—ram —fi�i_. �� � �r T•!r �� ��r 1 �t J �r .fir 7 �r �! �� �l �r Ili �J � ♦, _.. 1� r .. :!t_� �r - —�/—r} �/_� �1 ---'-I��t -���.�Z�r}�_.�L��.-�Li��-�s}��:��i��.tL�f�����.��Ll�tf�.�I����1����L�}�1>•Z��_�Zs{r�"�G � ®"•.��:1�ri�-�La�ri�.�L��.s.1��..,�1s�r�IJ ' w�1a�i�:si�-.�s,,awl-.s_J��f���,�1����,�1..�T�:���...r�a�I���a:piso.�fis_�1�����ls_■�Js�T��.�.�1�-i��si—�:oA ® ® ® .a l� 4�� ���, •� �_��I\II��Il�1�\�!����i�l���lfa�h�\T�\T���il��l��n!�������1r�T���!�fa��i�T�'��I��i�:�����1>•r�l��l1;��il�Ta•'�s� � � / / �J.���s•�.: r�.�l�■: T,���i�■: �:��_ Taf.�L._.. Tii i i EM 0 -0+ ' •-CORNERS ' `- -� •- , Q PRE —FORMED CULTURED STONE •.CORNERS WACHOVEk ��� ♦ 1 E L E M E N T S I. I 1� ARCHITECTS -INTERIOR DESIGNERS Tampa Office The Edgewater Building 600 South Magnolia Avenue Suite 150 Tampa, Florida 33606 Phone 813 251-0565 Fax 813 251-0567 Miami Office 1699 Coral Way suite 503 Miami, Florida 33145 Phone 305 858-5858 Fax 305 858-5850 E■EMEM >shb 11.110 I OAAOOCO841 WACHOVK - ZEPHYR COW" PARCEL 6 US ROUTE 3M and KOSSK RD ZEPHYR14" FLOWA 4NO-STLIOMODE ENTRY onwrp No�oab o�� A4 PROJ NO. 01-011 Drawlnp TMV10deftaw by JP EXTERIOR ELEVATIONS SCALE: AS NOTED TOP OF METAL CANOPY BEYOND STL. BEAM - SEE McGEE CANOPY DRAWINGS i 0 N METAL CANOPY PROVIDED AND INSTALLED BY THE McGEE CORPORATION, MATTHEWS, NC, 800-526-5589 CONTINUOUS ALUM. ALUM. CURTAINWALL SYSTEM FINISH PAN FLASHI G — — TYVEK sTUcco WRAP Notes: TO MATCH ALUM. CONTINUOUS SEALANT BETWEEN CURTAINWALL SYSTff EM FLASHING AND CMU BULLNOSE (TYP.) ' COLOR TO MATCH BULLNOSE. STUCC" STUCCO EXTERIOR FINISH 7 36" AGRIBOARD GYP. BD. 1" WINDOW FLASHING CAULK OOR FLASH AS REQ. WALL PANEL RETURN (TYP.) CULTURED STONE WATERTABLE UNIT R@VISIOr1S: CULTURED STONE WATERTABLE/SILL SIMPSON A-21 OR OTHER MTL. WEATHER BARRIER BRACKET, HOLDING CAPACITY 5 ' / SIMPSON A-21 OR OTHER MTL. STUCCO \ \ \ •. ' LBS./LF or MIN. BRACKET, HOLDING CAPACITY 5 HORIZONTAL EXPANSION JOINTS \� \� �� �� �� LBS.AF or MIN. -DIMENSIONS ARE TO THE TOP �� \� �� �� \� LATH — SEALANT AND BACKER ROD OF THE VISIBLE JOINT. TOP OF SCRATCH COAT EXPANSION JOINT TO LINE UP MORTAR SETTING BED CONT. HORIZ. FRAMING MEMBER WITH THE J-MOLDING AT THE ,' CULTURED STONE VENEER LATH TOP OF THE WINDOWS. (TYP.) SUB -FLASHING IN SEALANT BED SCRATCH COAT MORTAR SETTING BED E.J. DETAIL SILL DETAIL � � �' � `;' CULTURED STONE VENEER 2x8's ■ 4$" O.C. WITH 2x6 WOOD Q 2x8's 0 48" O.C. WITH 2x6 WOOD v SCALE:6"=1'-O" SCALE:3"=1'-O" BLOCKING BETWEEN 2x8 s BLOCKING BETWEEN 2x8's CULTURED STONE WAT E RTAB L E ALUM. COPING ALUM. COPING SLOPE 2x8's ® 48" O.C. WITH 2x6 WOOD 6 SCALE:3"=1'-O" BLOCKING BETWEEN 2x8's TOP OF PARAPET - _ " --- TOP OF PARAPET TOP OF PARAPET_ " -- 20'-10" 20'-10" 20'-10" ALUM. COPING LO SEALANT SEALANT N nJ `�° 8"x12" ALUM. VENT WITH SEALANT INSECT SCREEN - SEE 8"x12' ALUM. VENT WITH&N „ s ROOF PLAN INSECT SCREEN - SEE J, 8 x12 ALUM. VENT WITH INSECT SCREEN - SEE Seal: °D EXTEND ROOF MEMBRANE ROOF PLAN oO ROOF PLAN UP & OVER TOP OF PARAPET 6y" 7/16" STRUCTURAL GRADE PLYWOOD OVER 2X6 STUDS 1y" 16' O.C. - SEE STRUCT. DWG! EIFS CORNICEV �„ 5/8" STRUCTURAL GRADE STUCCO SYSTEM. SEE PLYWOOD OVER 2X6 STUDS ELEV FOR COLORS. 16' O.C. - SEE STRUCT. DWG! SINGLE -PLY ROOF TYVEK STUCCO WRAP OVER MEMBRANE SYSTEM 7/16" STRUCTURAL GRADE PLYWOOD OVER 2X4 STUDS 0 16" O.C. - SEE STRUCT. DWGS. 6 , ♦� A5 CULTURED STONE VENEER S IN MUD -BED OVER STUCCO ' ;, .:> O.H. SCRATCH COAT ON GAL. LATHE. ATTACH LATHE W/ STAINLESS STEEL SCREWS REINFORCING REQ'D AT ALL SURFACES TO RECEIVE CULTURED STONE VENEER FINISH: PROVIDE 2X SOLID BLOCKING MATERIAL AT 24" OC, EITHER HORIZONTAL OR VERTICAL, TYP. SIMPSON A21 BRACKET 3" CONTINUOUS FLEXIBLE < METAL FLASHING . TOP OF E.J. J. TOP OF E.J. STUCCO SYSTEM TYVEK STUCCO WRAP OVER 7-7/8" STRUCTURAL WALL PANEL SYSTEM SUSPENDED CEILING 0 1 /2" GYP. BD., TYP co i co FLASHING SET IN SEALANT 7" i co 6 00 1 EXTEND ROOFING MEMBRANE UP & OVER TOP OF PARAPET 7/16" STRUCTURAL GRADE - PLYWOOD 5/8" STRUCTURAL GRADE PLYWOOD OVER 2X6 STUDS 16" O.C. - SEE STRUCT. DWGS. SINGLE -PLY ROOF - MEMBRANE SYSTEM STL. BEAM - SEE STRUCTURAL DWGS. STL. COLUMN, - BEYOND - SEE STRUCT. DWGS. SUSPENDED CEILING 5/8" GYP. BD. OVER 3 5/8" METAL FRAME 24"x24" ROOF OPENING BEYOND SEE ROOF PLAN FOR LOCATIONS PROVIDE INSULATED ACCESS PANEL FOR EACH OPENING 7 %" -EIFS CORNICE -TYVEK STUCCO WRAP OVER 7/16" STRUCTURAL GRADE PLYWOOD OVER 2X4 STUDS 0 16" O.C. - SEE STRUCT. DWGS. STUCCO SYSTEM. SEE ELEV FOR COLORS. / 6 A5 CI 0#♦ �I REINFORCING REQ'D AT ALL SURFACES TO RECEIVE CULTURED STONE VENEER FINISH: PROVIDE 2X SOLID BLOCKING MATERIAL AT 24" OC, EITHER HORIZONTAL OR VERTICAL, TYP. <: F 7 • SIGNAGE BEYOND �I I hI I I CULTURED STONE VENEER IN MUD -BED OVER STUCCO d SCRATCH COAT ON GALV i LATHE. ATTACH LATHE W/ STAINLESS STEEL SCREWS INTO AGRIBOARD-PROVIDED SOLID BLOCKING 024" O.C. MORTAR BED FOR CULTURED STONE STUCCO SCRATCH COAT TYVEK STUCCO WRAP OVER 7-7/8" AGRIBOARD WALL PANEL REINFORCING REQ'D AT ALL SURFACES TO RECEIVE CULTURED STONE VENEER FINISH: PROVIDE 2X SOLID BLOCKING MATERIAL AT 24" OC, EITHER HORIZONTAL OR VERTICAL, TYP. 0 T 0 N i co " EIFS CORNICE STUCCO SYSTEM. SEE ELEV FOR COLORS. TYVEK STUCCO WRAP OVER 7/16" STRUCTURAL GRADE PLYWOOD OVER 2X4 STUDS 0 16" O.C. - SEE STRUCT. DWGS. T.O. WATERTABLE COURSE - REINFORCING REQ'D AT ALL SURFACES TO RECEIVE CULTURED STONE VENEER FINISH: PROVIDE 2X SOLID BLOCKING MATERIAL AT 24" OC, EITHER HORIZONTAL OR VERTICAL, TYP. 6y" EXTEND ROOF MEMBRANE UP & OVER TOP OF PARAPET 1Y4" 7/16" STRUCTURAL GRADE Y" PLYWOOD OVER 2X4 STUDS 16" O.C. - SEE STRUCT. DWGS. 2x8 KICKERS 0 16" O.C. SINGLE PLY ROOF MEMBRANE SYSTEM 1 , , • 1 1 � • 1 � �I I,� I,� 11'1 1 1 1 1- II po ��`ov��``o: �`�� w`wvv`ovv`wvv`�`.C,I/ ��� ovw wov vv .v vv 04 11 ' *99 ` OR2k.. ;I vv vv I..-vv... `O vov vov vl 1 1 • 11 • • : 1 • • 1 � I.�� �.w`wl �`Oov`�.vv` I IR`o SU villI vvv� vvw v Iw vvvv wvl 1 1 1 1 ' I ww`�sw`wl I:�``� v`w�•`i 1 1 ' 1 � vv vv L•. �. vv) � FENNO' •1 w 1 1: 1 �- 1► � C /1: IWWIWI�I° 6 A6 8'-8" AFF _ 1 /2" GYP. BD. o ALUM. CURTAINWALL C SYSTEM SOLAR SCREEN. CUSTOM COLOR TO MATCH M-2, SEE 2'-0" ELEVATIONS NYSAN SHADE 3!" REVEAL BEHIND STONE PAINT SOFFIT COLOR S-3, SEE ELEVATIONS SOFFIT VENT STRIP PERIMETER SEALANT W/BACKER ROD, BOTH SIDES c5 ALUM. CURTAINWALL SYSTEM % CULTURED STONE VENEER I ', BEYOND c" IN.PIR; RS11 � 1 1 1 • 1 ' r. I•v`v00%_.`zl l'woo�ov` v`o�oo�ov°oil • 1 1 vowcl _—� 6v ww oval ;l`vvvvvv�w I:vvv`o�w`o�) I�� �°�`.���°oil :: : • ALUM. COPING SEALANT 8"x12" ALUM. VENT WITH INSECT SCREEN - SEE ROOF PLAN EXTEND ROOF MEMBRANE UP & OVER TOP OF -� PARAPET 7/16" STRUCTURAL GRADE PLYWOOD OVER 2X4 STUDS ® 16" O.C. - SEE STRUCT. DWGS. • 1 1 .....,,......................................... . 0 O O NYSAN SHADE ALUM. FASCIA TOP OF PARAPET 18'-0" SEALANT 2x4 BLOCKING FOR MEDALLION - G.C. TO COORDINATE LOCATION. MEDALLION 14'-7" '--,—PINEAPPLE GROVE MEDALLION - SEE ELEVATIONS FOR LOCATIONS �— TYVEK STUCCO WRAP OVER 7/16" STRUCTURAL GRADE PLYWOOD OVER 2X4 b� STUDS 0 16" O.C. - SEE STRUCT. DWGS. TYVEK STUCCO WRAP OVER 7-7/8" AGRIBOARD WALL PANEL STUCCO SYSTEM. SEE ELEV FOR COLORS. CORNER MOLD & ALUM. CURTAINWALL!;YSTEA--\ DRIP EDGE, TYP. SOLAR SCREEN. CUSTOM ALUM. CURTAINWALL COLOR TO MATCH M , SYSTEM SOLAR ELEVATIONS oo SCREEN .I I PERIMETER SEALANT W/BACKER ROD, BOTH SIDES ALUM. CURTAINWALL SYSTEM FACE OF WALL BEYOND %;�%'sue;%;�;I • c'I o Nicholas Puglisi, A.I.A. Architect License #AR12460 Consultants: WACHOVI& ftft to no-ownI'l It • 40of • ♦ 4s1 E L E M E N T 6 ARCHITECTS • INTERIOR DESIGNERS Tampa Office The Edgewater Building 600 South Magnolia Avenue Suite 150 Tampa, Florida 33606 Phone M3) 3) 251-0565 Fox 251-0567 Miami Office 1699 Coral Way suite 503 Miami, Florida 33145 Phone (305) 858-5858 Fax 805) 858-5850 ELEMENTS State License IAA0002341 . N RUBBER BASE RUBBER BASE PANEL 7-7/8" AGRIBOARD WALL 1 R SCHEDULED FLOOR FINISH PANEL WACHOVIA — ZEPHYR COMMONS F.F.E. F.F.E. F.F.E. F.F.E. IRV . ` — '-y, d -0. PARCEL 6 o'-oa ° a a a ° , ooo'o" 0 0US ROUTE 301 and KOSSIK RD1/2" EXP. ° ° a ° °. o . a ° ZEPHYRHILLS, FLORIDA JT.FIN. GRADE FIN. GRADE - 4500-STUCCO-SIDE ENTRYSEE CIVIL DWGS.tY SEE CIVIL DWGS. VAPOR BARRIER, TYP \ ° ° VAPOR a _ ° ° ° a p ° p _ Drawing No./Date 02.05.09 SI E CIVILD DWGS. \//\//\ ., ° ° ° BARRIER, TYP ` _ CONCRETE SLAB SEE �� �� �� � CONCRETE SLAB SEE � STRUCTURAL DRAWINGS I I I1 I I- �� ����� STRUCTURAL DRAWINGS o ° III —III III- �//�/ / ! VAPOR ` A5 \/ ° ° ° \\\���\�/� CONCRETE FOOTING SEE p o p e ° p /� /� /� a ° ° ° BARRIER TYP CONCRETE SLAB SEE STRUCTURAL DRAWING D D / / a p S \\ \� \\ CONCRETE FOOTING SEE STRUCTURAL DRAWINGS 4. p /��\ CONCRETE SLAB SEE PROD NO. 07-071 ° ° ��\\ a ° a STRUCTURAL DRAWINGS STRUCTURAL DRAWINGS o o �• a c v °a, a CONCRETE FOOTING SEE p p� p o 1> ° ° °a a CONCRETE FOOTING SEE p po ° Drawing Title/Scale/Drawn by jp STRUCTURAL DRAWINGS STRUCTURAL DRAWINGS WALL SECTIONS WALL SECTION WALL SECTION TYPICAL WALL SECTION TYPICAL WALL SECTION SCALE: AS NOTED 4 SCALE: 1 "=1'-O" NOTE: SEE 1 /A5 & 3/A5 FOR TYPICAL NOTES SCALE: 1 "=1'-O" NOTE: SEE 1 /A5 FOR TYPICAL NOTES SCALE:1 "=1'-O" NOTE: SEE 1 /A5 & 3/A5 FOR TYPICAL NOTES SCALE: 1 "=1'-0" Notes: 2" DIAMETER ALUMINUM PIPE BY OTHERS -FOR MARKETING CONCRETE ISLAND---, JOINT SEALANT ILL ANNULAR SPACE WITH CLEAN DRY CONSTRUCTION SAND ONG 3" SCH 40 PVC PIPE DRIVE d. 4 (D d 4 a ° a d a' ° °. ° °d d. a d ° a' a d. ° d d 3" SCH 40 PVC CAP ° d PIPE SLEEVE 8 SCALE: 1 1/2"=l'-O' STEEL COLUMN BY CANOPY MANUF. CONCRETE SLAB SEE I 1/2" EXP. JT. STRUCTURAL DRAWINGS DRIVE—THRU ELEVATION u d' d, ° H =:::I �L d ° d ° d° 'Q d ° d TYPICAL CANOPY COLUMN DETAIL SCALE: 1 "=1'-0" CULTURED STONE VENEER TUBESTEEL BEAM SCRATCH COAT ON TYVEK STUCCO WRAP LATHE OVER r EXT GRADE PLYWD. MUD BED 4' / L STUCCO SYSTEM SEALANT PRE -FORMED PVC REVEAL / J-BEAD SOFFIT EDGE DETAIL STUCCO SYSTEM SEALANT 0 I PRE —FORMED CULTURED CORNER MODULES IN hLrr-r%NAIING WIDTHS ALONG DRIVE -THROUGH CORNER. DETAIL AT DRIVE THRU CORNER SCALE: 1 1 /2"=l'-O" BOLLARD COVERS B' 4" DIA. NOMINAL S' CONCRETE FILLED P ALUM. COPING SEALANT 8"02" ALUM. VENT WITH — INSECT SCREEN, REFER TO ROOF PLAN ROOFING MEMBRANE UP &— OVER PARAPET 7/16" STRUCTURAL GRADE 1 PLYWOOD SEE STRUCTURAL SEE STRUCTURAL SUSPENDED CEILING TOP OF PARAPET 18'-0" AC; ALUM. FASCIA SEALANT STUCCO SYSTEM (TYP.). SEE ELEV FOR COLORS. TYVEK STUCCO WRAP -OVER 7/16" STRUCTURAL GRADE PLYWOOD OVER 2X4 STUDS 0 16" O.C. — SEE STRUCT. DWGS. 2x4 BLOCKING FOR MEDALLION ool — G.C. TO COORDINATE LOCATION. MEDALLION Ai 14'-7" PINEAPPLE GROVE MEDALLION — SEE ELEVATIONS FOR LOCATIONS STUCCO SYSTEM. SEE ELEV a, FOR COLORS. 0 0 0 TYVEK STUCCO WRAP OVER 7-7/8- STRUCTURAL WALL i PANEL SYSTEM 'n LINTEL, REFER TO STRUCTURAL DRAWINGS CORNER MOLD & DRIP EDGE, TYP. ALUM. CURTAINWALL SYSTEM SOLAR SCREEN. CUSTOM = COLOR TO MATCH M-2, SEE of ELEVATIONS °02 2'-0" PERIMETER SEALANT W/BACKER ROD AROUND HEAD AND JAMBS, INTERIOR AND EXTERIOR (TYP-) FACE OF WALL BEYOND 1 /2" GYP. BOARD f I � URTAINWALL OVER 2X FRAME i SYSTEM MOULDING PROFILE SCALE: 3"=1'-0" TOP OF PARAPET 18'-0" " 0 ALUM. FASCIA STUCCO SYSTEM. SEE ELEV FOR COLORS. Tl'VEK STUCCO WRAP OVER 7/16" STRUCTURAL GRADE PLYWOOD OVER 2X4 STUDS 16" O.C. - SEE STRUCT. DWGS. 9 _ AIIII MOULDING _ 14'-7" 1 1 1 1 STUCCO SYSTEM ON --"r-- FOAM MOULDING r" TOP OF E.J. 1I A5 STUCCO SYSTEM. SEE ELEV FOR COLORS. TYVEK STUCCO WRAP OVER 7-7/8" AGRIBOARD WALL rb � o PANEL io y iA- I�--ts-�I I ii�lllll� (< (poi •` 0?1 / ' 1 l�lllll�i'I �' - .��I / : / • 1 • 1 1 1 REINFORCING REQ'D AT ALL SURFACES TO RECEIVE 00 CULTURED STONE VENEER FINISH: PROVIDE 2X SOLID co BLOCKING MATERIAL AT 24" OC, EITHER HORIZONTAL OR VERTICAL, TYP. CASING BEAD, CONT. FLASHING & SEALANT (TYP.) 6 A5 O.H. _ T.O. WATERTABLE COURSE '_ / CULTURED STONE WATERTABLE CULTURED STONE VENEER------_ IN MUD -BED OVER STUCCO SCRATCH COAT ON GALV °O LATHE. ATTACH LATHE W/ N STAINLESS STEEL SCREWS INTO AGRIBOARD-PROVIDED SOLID BLOCKING 024" O.C. TYVEK STUCCO WRAP OVER " ALUM. COPING EXTEND ROOF MEMBRANE UP & OVER TOP OF PARAPET iC SEALANT 8"x12" ALUM. VENT WITH INSECT SCREEN - SEE ROOF PLAN 7/16" STRUCTURAL GRADE PLYWOOD OVER 2X4 STUDS 16" O.C. - SEE STRUCT. DWGS. SINGLE -PLY ROOF MEMBRANE SYSTEM 5/8" STRUCTURAL GRADE PLYWOOD OVER 20 STUDS \ 16" O.C. - SEE STRUCT. DWGS. 7-7/8" AGRIBOARD WALL PANEL- SEE STRUCT. DWGS. PREFAB VAULT PANELS FURNISHED AND INSTALLED BY BANK EQUIP. SUPPLIER e . c a. ' e � A 5" MODULAR VAULT PANEL BY BANK a EQUIPMENT SUPPLIER e 1 /2" GYP. BD. ON o ' 1-5/8" MTL. STUDS 4 16" O.C. a d a CLIP ANGLE AT MID • POINT a e e a � 2" AIR SPACE z z . J Y Q • I J 0 H Q a a J o m p J vr-1" AIR SPACE � M E m o =�M iV LM Ir RUBBER BASE 0 I 00 2x8's 0 48" O.C. WITH 26 WOOD STL. BEAM — SEE STRUCTURAL SUSPENDED CEILING 5/8" GYP. BD. CORNER BEAD Revisions: Seal: Nicholas Puglisi, A.I.A. Architect License #AR12460 Consultants: WACHOVIA E L E M E N T 6 ARCHITECTS -INTERIOR DESIGNERS Tampa Office The Edgewater Building 600 South Magnolia Avenue Suite 150 Tampa, Florida 33606 Phone M3) 3) 251-0565 Fax 251-0567 Miami Office 1699 Coral Way suite 503 Miami, Florida 33145 Phone (305) 858-5858 Fax (305) 058-5850 ELEMENTS State License #AA0002341 WITH BOLLARD COVER, I I I I RUBBER BASE IN 7-7/8" AGRIBOARD WALL / 7-7 8 AGRIBOARD WALL _...._... __.._..._._ TYP. EACH BOLLARD N PANEL a SCHEDULED LOOR FINISH PANEL _ — F.F.E. .F.E. SLOPE 1 4" PER FOOT o D o'-o" d ° d ° -o" d d ° ° WACHOVIA ZEPHYR COMMONS USRCEL 6 ROUTE 301 and KOSSIK RD 1/2" CONTINUOUS I I I I �+ � D i a d a° ° Q d ZEPHYRHILLS FLORIDA EXPANSION JOINT I I I o 0 o D.. / ° d ° CONCRETE SLAB SEE d d / 4500—STUCCO—SIDE ENTRY CONCRETE SLAB SEE D _ - �� /������ ° STRUCTURAL DRAWINGS - STRUCTURAL DRAWINGS e� _ , ///��//�//� Q I El CONCRETE SLAB SEE Drawing No./Date 02.05.09 >. o X/X// / a a STRUCTURAL DRAWINGS �� d CONCRETE FOOTING SEE d A 6 d STRUCTURAL DRAWINGS ° d . a y. CONCRETE FOOTING SEE N ��� a. ° a CONCRETE FOOTING SEE PROJ NO. 07-071 STRUCTURAL DRAWINGS D° °. \ d ° d w \ ° a d° a STRUCTURAL DRAWINGS Drawing Title/Scale/Drawn by jp WALL SECTION WALL SECTION AT VAULT SECTION AT MAIN ENTRANCE WALL SECTIONS SECTION AT DRIVE -UP LANE. 3 SCALE: "=1'-0" ` SCALE: 1 "=l'-0" NOTE: SEE 1 /A5 FOR TYPICAL NOTES SCALE: 1 "=1'-0" NOTE: SEE 1 /A5 & 3/A5 FOR TYPICAL NOTES 41 SCALE: AS NOTED 3/4"=V-0" Note& 9yn SEE STRUCTURAL CULTURED STONE VENEER SINGLE -PLY ROOF CASING BEAD MEMBRANE SYSTEM 24"x24" ROOF OPENING TOP OF METAL WITH TAPERED ROOF BEYOND. SEE ROOF PLAN CONTINUOUS FLEXABLE CANOPY, BEYOND CULTURED ReVlWOn8: STEEL TUBE 5/8" GYP. BD. ON 3 5/8" INSULATION FOR LOCATIONS. PROVIDE METAL FLASHING STONE 1'-9y" WATERTABLE COLUMN METAL STUDS 016" O.C. INSULATED ACCESS PANEL UNIT W/ STONE 4 e SEE STRUCTURAL ` ``� I I I I I I I I I I I I I I I I I I I FOR EACH OPENING `. VENEER BELOW .. ......,...... ..,... v. . 2 LAYERS OF 1/2" PLYWOOD SHEATHING FASTEN PLYWOOD TO HSS t COLUMN WITH TWO 0.145 DIA. — — — — — — — CONTINUOUS SEALANT & BACKER ' POWDER ACTUATED FASTENERS ® ROD AT HEAD AND JAMB, BEAM -SEE 1800C INTERIOR AND EXTERIOR (TYP.) M GEE CANOPY L;;JT 10 PLAN DETA 5/8" GYP. BD. ON 3 5/8" METAL STUDS 016' O.C. FROM F.F. TO 6" ABOVE CEILING SEE STRUCTURAL IL AT P I LAS T E R STUCCO SYSTEM ON TYVEK STUCCO WRAP OVER 7-7/8" AGRIBOARD WALL PAAIFI CFF FI FV STEEL TUBE COLUMN SEE STRUCTURAL PLAN DETAIL @ COLUMN SCALE: 1 1 /2"=1'-0" CULTURED STONE VENEER IN MUD -BED OVER STUCCO SCRATCH COAT ON GALV LATHE. ATTACH LATHE W/ STAINLESS STEEL SCREWS INTO AGRIBOARD-PROVIDED SOLID BLOCKING 024" O.C. 1'-5Y" STEEL TUBE COLUMN SEE STRUCTURAL 4" CULTURED STONE VENEER IN MUD -BED OVER STUCCO SCRATCH COAT ON GALV LATHE. ATTACH LATHE W/ STAINLESS STEEL SCREWS INTO AGRIBOARD-PROVIDED SOLID BLOCKING 024" O.C. STUCCO FINISH ON TYVEK STUCCO WRAP OVER 7-7/8" AGRIBOARD WALL PANEL. SEE ELEV FOR COLORS. El 0 C)i CULTURED STONE WATERTABLE W (WINDOWSILL) UNIT W/ STONE VENEER BELOW 2 LAYERS OF 1/2" PLYWOOD SHEATHING FASTEN PLYWOOD TO = HSS COLUMN WITH TWO 0.145 `r DIA. POWDER ACTUATED FASTENERS 0 18"OC STUCCO SYSTEM ON TYVEK STUCCO WRAP OVER 7-7/8" AGRIBOARD WALL PANEL 2'-4Y4„ PLAN DETAIL AT ALUMINUM CURTAINWALL SCALE: 1 1/2"=1'-O" 5/8" GYP. BD. 1/2" METAL CH FROM F.F. TO 6 ABOVE CEILING ROOF DRAIN STUCCO SYSTEM ON TYVEK STUCCO WRAP OVER 7-7/8" 00 AGRIBOARD WALL PANEL CULTURED STONE WATERTABLE UNIT W/ STONE VENEER BELOW CULTURED STONE VENEER IN MUD -BED OVER STUCCO SCRATCH COAT ON GALV LATHE. ATTACH LATHE W/ STAINLESS STEEL SCREWS INTO AGRIBOARD-PROVIDED SOLID BLOCKING 024" O.C. ALUMINUM CURTAINWALL SYSTEM STEEL TUBE L COLUMN IL SEE STRUCTURAL rn STUCCO SYSTEM ON TYVEK STUCCO WRAP OVER 2 LAY 1/2" STRUCTURAL GRADE PLYWOOD. SEE ELEV FOR COLORS. 1'-9y" 5y CULTURED STONE WATERTABLE (WINDOWSILL) UNIT W/ STONE VENEER BELOW 2 LAYERS OF 1/2" PLYWOOD SHEATHING FASTEN PLYWOOD TO HSS COLUMN WITH TWO 0.145 DIA. POWDER ACTUATED FASTENERS 0 18"OC PLAN DETAIL AT ALUMINUM CURTAINWALL SCALE: 1 1 /2"=1'-O" ATM WALL OPENING SCALE: 1 "=1'-O" 7.00/ 1/2" GYPSUM NOTE: SEE SHEET A7 FOR ATM CLEARANCE AND MIN. ROOM SIZE STUCCO SYSTEM CONTINUOUS SEALANT GRAPHIC SURROUND BY OWNER ADD FOIL FACED DRIVE -UP 0 SUSPENDED CEILING BAIT INSULATION 2x4 WD STUDS 0 16" O.C. PLYWOOD SHEATHING TYVEK STUCCO WRAP;LAP OVER FLASHING " 0 KWIK BOLT III BY MILT] AT 48" O.C. (EMBED 4" IN CONC.) PRESSURE TREATED 2x4 SILL PLATE 2" e, CASING BEAD W/ WEEPS FLASHING SET IN SEALANT _Az�LOy FINISHED FLOOR d 1/2' EXP. JT. _ d� SEE STRUCTURAL DRAWINGS EXTEND Y2" GYPSUM BOARD TO 6" ABOVE SEALED OPENING 1'X3' MANUFACUTRED PIPE CHASE TO BE FILLED BETWEEN AND AROUND PIPES WITH INSULATING MATERIAL AND FINISHED ON INTERIOR. TOP OF E.J. INSTALL BACKING AND STUCCO FINISH AROUND ALL PIPE PENETRATIONS TO FORM EXTERIOR SEAL. NO VOIDS TO REMAIN IN WALL ENVELOPE. I I TOP OF E.J. 3" . DRAWINGS METAL CANOPY PROVIDED AND INSTALLED BY THE McGEE CORPORATION, MATTHEWS, NC, 800-526-5589 0 TOP OF E.J. EXPANSION JOINT HORIZONTAL EXPANSION JOINTS - DIMENSIONS ARE TO THE TOP OF THE VISIBLE JOINT. TOP OF EXPANSION JOINT TO LINE UP WITH THE J-MOLDING 1/2" GYP. BD. AT THE TOP OF THE WINDOWS. (TYP.) STUCCO SYSTEM CONTINUOUS SEALANT AROUND HEAD & JAMB, INTERIOR AND EXTERIOR e BANK EQUIPMENT BY OWNER SEE "BE" DRAWINGS 0 z z w a _ O ON of I z 2'-0" NYSAN SHADE K' v0i Q _ M ca 00 .1/n " CONCRETE SLAB SEE - STRUCRURAL DRAWINGS TELLER CASH DISPENSER OPTIONAL 5/8" GYP. BD. KNEE PANEL BY MILLWORK SUPPLIER - SEE DETAIL 7/A10 FOR REFERENCE STUCCO SYSTEM PRESSURE TREATED 2"X4" SILL PLATE ISOLATION JOINT — Y" WEEP SCREED & FLASHING 6 1"R FINISHED —1/2* EXP. a .• JT. \ e v i 4 . A. /\ a. a 4 a e CONCRETE FOOTING SEE ��` STRUCRURAL DRAWINGS p� 200 N Soak 160 I 00 C� Ndalas PtOK AlA. An2rteot Lloe *AR12480 Consultants: WACHOVI& go 00 I.am ■ E L E M E N T 6 ARCHITECTS "INTERIOR DESIGNERS Tampa Office The Edgewater Building 600 South Magnolia Avenue Suite 150 Tampa, Florida 33606 Phone M3) 3) 251-0565 Fax 251-0567 Miami Office 1699 Coral Way suite 503 Miami, Florida 33145 Phone �305) 858-5858 Fax 305) 858-5850 B�II�1�8 Shft LJorw 0A1A0002841 WACWVK 6 PARCH - �R US ROUTE 301 and KOSSiC RD ZEPHYRKLSr FLOWA 4600-87MMO-IM BIIW INSULATION AT ALL GAPS ` AFTER INSTALLATION OF a �NOJD�ta �� � � ATM & AHD EQUIP. STUCCO SYSTEM ON O 0 \ \ \ \ A7 TYVEK STUCCO WRAP r ►Z — / / / / OVER 7-7/8" w AGRIBOARD WALL > A7 \ \ \ \ PROJ NO. 01-071 PANEL. SEE ELEV VERIFY EQUIP. o 5/8" GYP. BD. ON 3 5/8" FOR COLORS. METAL STUDS 016" O.C. W/ MANUF. NOTE: �� by JP FROM F.F. TO 6" ABOVE SEE 1 A5 & 3 A5 FOR TYPICAL NOTES EXTERIOR DE AND PLAN TALS CEILING - PLAN DETAIL ROOF DRAIN JAMB DETAIL AT ATM % STUCCO TERMINATION AT CURB SECTION AT DRIVE -UP WINDOW SCALE: AS NOTED 7 SCALE: 1 1/2"=1'-O" SCALE: 1 1/2"=1'-O" SCALE: 3"=1'-O" SCALE: 1 1/2"=1'-O" BASED ON HAMILTON EQUIPMENT FOR 818NAM WE AND i&EVEW r7 I 00 2'-4" Notes: Revisions: G-3 G-3 NOT USED Cj 00 10 SCALE: 3"=1'-0' co ALUMINUM STOREFRONT --' I/ I- '/Z SYSTEM - SEE PROJECT MANUAL. SECTION 084113 R.0. TYP. WIN. @COUPON BOOTH F WIN. OFF. COMMON WLAL G SCALE:1/2"=1'-0" SCALE:1/2"=1'-0" EQ. All EQ. G-3 G-3 ALUMINUM STOREFRONT SYSTEM I` ALUMINUM STOREFRONT SYSTE 6'-6" 3'-0" - SEE PROJECT MANUAL. SECTION 084113 - TYP. 9'-7 4" INTERIOR OFFICE PARTITIONS SCALE: 1/2"=1'-0" 1'-11" 6'-0" 1y4" GLASS TYPES G-1 1" INSULATED_ G-2 1" INSULATED, TEMPERED G-3 1/4" CLEAR TEMPERED G-4 1" INSULATED SPANDREL, CHARCOAL GRAY 1'-11" WINDOW PROVIDED BY BANK EQUIPMENT SUPPLIER 10'-10y" DRIVE UP TELLER WINDOW 6" FOIL SOLAR SCREEN s— — — — — — cV — — — — — — — — — — — — N — — — — — G-1 G-1 G-2 • �`� G-2 G-2 ��� G-2 s / � G-2 .' `. G-2 O 00 - N G-2 �`� ,// G-2 I � i s � / c�o G-2 �`� .' G-2 I 2'-4" 6'-0" 2'-41' lot-811 4 ALUMINUM CURTAINWALL SYSTEM - SEE PROJECT M.O. MANUAL. SECTION 084413 EXT. ENTRY WINDOW ELEV. - TYP. C SCALE:1/2"=1'-0" EQ. Al EQ. Al EQ. Al EQ. EQ. EQ. Al EQ. EQ. 6" FOIL SOLAR SCREEN Q' G-4 G-4 G-4 G-4 G-4 G-1 G-1 G-1 C) s� G-4 G-4 G-4 G-4 G-4 q O G-1 G-1 G-1 I G-4 G-4 G-4 G-4 G-4 °' G-1 G-1 G-1 P-1 ALUMINUM —1 STROEFRONT 2 A8 TYP. INT. STOREFRONT SCALE: 1 /2"=1'-O' APPLIED SEMI -OPAQUE FILM BY OTHRES M i 00 0 O io P-1 ELEV. @ COU SCALE: 1 /2"=1'-O' PON BOOTH APPLIED SEMI -OPAQUE FILM BY OTHERS NOT USED 6 JAMB SCALE: 3"=1'-0' SHIM AS REQ'D, TYP LOFFICE C AN OR BOLT 4" RUBBER BASE 5 JAM B SCALE: 3"=1'-0' OFFICE STOREFRONT CUSTOMER AREA W PHlqVI IVI\ UVLI 6A JAM B SCALE: 3"=1'-0' 5/8" GYP AS REQ'D OFFICE CUSTOMER AREA CARPET SEAL LENGTH OF SUBSILL BASE @ INT. WINDOWS SCALE: 3"=1'-0' Seat ConslJftant& WACIBIOVII& BER BASE MOWN At TYP. RUBBER BASEso E L E M E N T 6 ARCHITECTS "INTERIOR DESIGNERS Tampa Office The Edgewater Building 600 South Magnolia Avenue Suite 150 Tampa, Florida 33606 'D, TYP Phone M3) 3) 251-0565 WED Fox 251-0567 Miami Office ' 1699 Coral Way suite 503 Miami, Florida 33145 Phone R05) 05) 858-58M Fax 858-5850 NUMAI Tsd ON% Ub #AA000M1 \-c ANCHOR BOLT WACWVK - ZEPWR CONEAON'3 ALUMINUM CURTAINWALL " " OFFICE CUSTOMER AREA " 4" RUBBER BASE P 8 0 2y U8 ROUTE 301 and KOS8K RD 10'-8" OD r7 SYSTEM - SEE PROJECT 6 -0 A5ZEPHYRHLLA%FLONDA M.O. MANUAL. SECTION 084413 M.O. 4WO-S1U00o-8DE BEM EXTERIOR WINDOW ELEVATION -TYP. EXTERIOR WINDOW ELEVATION OFFICE BSCALE: 1/2'=1'-0" SCALE: 1/2"=1'-0' Naioa �� A8 WINDOW SCHEDULE (X)__ELEVATION WINDOW FEWNo. 01-011 11 SCALE: 1/2"=1'-0` 7 SCALE: 4Y" b wft TW&Vcd&CIrawn by JP WNWW ELEVATIONS 4 HEAD 1 JAMB AND DETALS SCALE:3"=1'-0' SCALE:3"=1'-0' SCALE: AS NOTED SEALANT AND BACKER ROD SEALANT AND BACKER ROD SHIM AS REC 53/" I KAMoUM �4a^: 14 HEAD SCALE: 3"=1'-0' 2y" M AS REQ'D FINISHED ALUMINUM RTAIN WALL SYSTEM NISHED ALUMINUM IN WALL SYSTEM INUM DOOR PREFINISHED ALUMINUM CURTAIN WALL SYSTEM I:1t1]!Ii11AA]Ci SUSPENDED C 6" 11 THRESHOLD SCALE: 3"=1'-0' "OREFRONT DOOR SEE SCHEDULE IRESHOLD SET IN FULL 4STIC BED. SEAL BETWEEN IRESHOLD & FRAME FOR WATERTIGHT CONDITION )OR SWEEP � * 9 JAM B SCALE: 3"=1'-0' WALL ABOVE 8 JAM B SCALE: 3"=1'-0' JAMB HEAD 7 JAM B 13 SCALE:3"=1'-0' 1O SCALE:3"=1'-0' SCALE:3"=1'-0' DOOR SCHEDULE NO. ROOM NAME SIZE DOOR TYPE FRAME TYPE FRAME MAT'L FRAME DETAILS HDW. REMARKS HEAD JAMB SILL 101 102 CUSTOMER AREA PR3'-O" X 7'-0" X 1 3/4" A - ALUM. 14/A9 13/A9 1 PREFINISHED BY STOREFRONT MFR. 103 COUPON 3'-0" X 8'-0" X 1 3/4" B - ALUM. 5/A9 7/A9 3B PREFINISHED BY STOREFRONT MFR. 104 VAULT GROUT FRAME SOLID 105 OFFICE 3'-0" X 8'-0" X 1 3/4" B - ALUM. 5/A9 7/A9 3B PREFINISHED BY STOREFRONT MFR. 106 OFFICE 3'-0" X 8'-0" X 1 3/4" B - ALUM. 5/A9 7/A9 3B PREFINISHED BY STOREFRONT MFR. 107 OFFICE 3'-0" X 8'-0" X 1 3/4" B - ALUM. 5/A9 7/A9 3B PREFINISHED BY STOREFRONT MFR. 108 OFFICE 3'-0" X 8'-0" X 1 3/4" B - ALUM. 5/A9 7/A9 3B PREFINISHED BY STOREFRONT MFR. 109 OFFICE 3'-0" X 8'-0" X 1 3/4" B - ALUM. 5/A9 7/A9 3B PREFINISHED BY STOREFRONT MFR. 110 111 BANK EQUIPMENT ROOM 3'-0" X 7'-0" X 1 3/4" C A H.M. 10/A9 9/A9 5 PAINT 112 TELLERS 3'-0" X 7'-0" X 1 3/4" C A H.M. 10/A9 9/A9 5 PAINT 113 WORK ROOM 3'-4" X 7'-0" X 1 3/4" C A H.M. 10/A9 9/A9 5 PAINT 114 TELE/DATA 3'-0" X 7'-0" X 1 3/4" D A H.M. 1O/A9 9/A9 7 PAINT 115 ELECTRICAL 3'-0" X 7'-0" X 1 3/4" C A H.M. 1O/A9 9/A9 7 PAINT 116 BREAK ROOM 3'-0" X 7'-0" X 1 3/4" C A H.M. 10/A9 9/A9 4 PAINT 117 JANITOR 3'-0" X 7'-0" X 1 3/4" C A H.M. 10/A9 9/A9 4 PAINT 118 MEN 3'-0" X 7'-0" X 1 3/4" C A H.M. 1O/A9 9/A9 6A PAINT 119 WOMEN 3'-0" X 7'-0" X 1 3/4" C A H.M. 1O/A9 9/A9 6A PAINT 120A CORRIDOR 3'-0" X 7'-0" X 1 3/4" C A H.M. 1O/A9 9/A9 8 PAINT 120E CORRIDOR - EXIT 3'-0" X 7'-0" X 1 3/4" E B H.M. 2/A9 SIM. 3/A9 9 PAINT 121 COPY/FAX 3'-4" X 7'-0" X 1 3/4" C A H.M. 1O/A9 9/A9 4 PAINT METAL ;H DOOR STOREFRONT 5/8" GYP DOOR KEYING SCHEDULE 1. MASTER KEY AA 12 EA. 2. KEYED ALIKE DOOR NO'S 111, i 12 AND 113 2AA 26 EA. 3, KEYED ALIKE DOOR NO. 114 3AA 06 EA. 4. KEYED DIFFERENT DOOR NO. 115 I 4AA 02 EA. GENERAL CONTRACTOR SHALL CONFIRM WITH WACHOVIA THE EXACT NUMBER OF KEYS NEEDED. EXTERIOR BER BASE 6 TYP. RUBBER BASE SCALE: 3"=1'-0' 5 HEAD SCALE: 3"=1'-0' 4 JAM B SCALE: 3"=1'-0' STUCCO SYSTEM 7 7/8" WALL PANEL CONTINUOUS SEALANT AROUND — HEAD & JAMBS, INTERIOR & EXTERIOR (ADD BACKER ROD WHERE REQUIRED) 6 3/4" METAL FRAME, FILL SOLID W/GROUT, PAINT INTERIOR TO MATCH INTERIOR WALLS. PAINT EXTERIOR PER EXTERIOR ELEVATION. METAL DOOR, PAINT INTERIOR TO MATCH INTERIOR WALLS. PAINT EXTERIOR PER EXTERIOR ELEVATION. 3 HEAD SCALE: 3"=1'-0' 6 REQ'D ALIGN STUCCO RETURN, WATERTABLE COURSE AND CULTURED STONE CONTINUOUS SEALANT AROUND HEAD & JAMBS, INTERIOR & EXTERIOR (ADD BACKER ROD WHERE REQUIRED) THRESHOLD (BELOW) SET IN FULL MASTIC BED. SEAL BETWEEN THRESHOLD & FRAME FOR A WATERTIGHT CONDITION - METAL DOOR, PAINT INTERIOR TO MATCH INTERIOR WALLS. PAINT EXTERIOR PER EXTERIOR 6 3/4" METAL FRAME, FILL SOLID W/GROUT, PAINT INTERIOR TO MATCH INTERIOR WALLS. PAINT EXTERIOR PER EXTERIOR ELEVATION. 7 7/8" AGRIBOARD WALL PANEL 1/2' GYP. BD. — INTERIOR 1/2" GYP. BD. MITRE AND EASE OUTSIDE EXTERIOR CORNERS OF WATERTABLE, TYP. STUCCO SYSTEM CULTURED STONE WATERTABLE CULTURED — COURSE STONE VENEER BELOW ' ®114 �N A @—S CALE: METAL DOOR, PAINT INTERIOR - TO MATCH INTERIOR WALLS. PAINT EXTERIOR PER EXTERIOR ELEVATION. &SLC-- ALE: DOOR — SEE SCHEDULE THRESHOLD SET IN FULL MAS11C BED. SEAL BETWEEN THRESHOLD & FRAME FOR A WATERTIGHT CONDITION HARDWARE SCHEDULE HW-1 1 MORTISE CYLINDER BY DOOR SUPPLIER - SCHLAGE 20-001,1 1/8"26W/AR CAM FRONT 2 DOOR CLOSERS BY DOOR SUPPLIER - LCN 4040 US26D ENTRANCE TOP, BOTTOM, INTERMEDIATE BY DOOR SUPPLIER -PARTS OP-6, OP-7 DOORS PIVOTS OP-9, OP-10, OP-11 PUSH/PULL HANDLES BY DOOR SUPPLIER- PH-20/PB-21 BB HW-2 DOOR CLOSER BY DOOR SUPPLIER-LCN 4040-689 VESTIBULE DOORS TOP, BOTTOM, INTERMEDIATE BY DOOR SUPPLIER -PARTS OP-6, OP-7 PIVOTS OP-9, OP-10, OP-11 PUSH/PULL HANDLES BY DOOR SUPPLIER- PH-20/PB-21 BB HW-3A PULL HANDLES BY DOOR SUPPLIER-PH-20 BB OFFICE TOP, BOTTOM, INTERMEDIATE BY DOOR SUPPLIER -PARTS OP-6, OP-7 DOORS PIVOTS OP-9, OP-10, OP-11 HW-313 DEAD LATCH BY DOOR MFR-ADAMS RITE 4900 WITH 4560 LEVER HANDLE EACH SIDE AND A CYLINDER LOCK ON A FACE PLAT, TO BE KEYED IN FIELD COUPON TOP, BOTTOM, INTERMEDIATE BY DOOR SUPPLIER -PARTS OP-6, OP-7 BOOTH PIVOTS OP-9, OP-10, OP-11 DOOR PULL HANDLES BY DOOR SUPPLIER-PH-20 BB HW-4 1 1/2 PR. BUTTS -HA ECBB1100- 652 - 4 1/2 X 4 1/2 WITH 1/2 WS X 1/2 MS COPIER 1 PASSAGE SET - SC AL10S SAT. 626, 10-025 BREAK JANITOR 1 CLOSER- LC 4031 REG/ PA 689 DOORS 1 FLOOR STOP- HA 242F 626 1 KICK PLATE - HA 190S 8 X 34 ( NO KICKPLATE AT DOOR 121) 3 SILENCERS - HA 307D GR HW-5 1 1/2 PR. BUTTS - HA ECB81100 - 652-4 1/2 X 4 1/2 WITH 1/2 WS X 1/2 MS TELLER 1 LOCKSET - SC AL80PD SAT 626 AREA 1 CLOSER - LC 4031 REG/PA 689 DOORS 1 FLOOR STOP - HA 242F 626 1-ONE-WAY VIEWER- RD DOOR SPY - DS-6- MOUNT 60" AFF 3 SILENCERS - HA 307D GR HW-6A 1 1/2 PR. BUTTS - HA ECBB1100- 652-4 1/2 X 4 1/2 1 PASSAGE SET - SC AL10S SAT. 626, 10-025 SINGLE USE RR 1 CLOSER - LC 4031 REG/PA 689 DOOR 1 FLOOR STOP - HA 242F 626 1 KICK PLATE - HA 190S 8 X 34 630 3 SILENCERS - HA 307D GR HW-6B 1 1/2 PR. BUTTS - HA ECBB1100- 652-4 1/2 X 4 1/2 1 PASSAGE SET - SC AL40S SAT. 626, 10-025 MULTI 1 CLOSER - LC Q31 REG/PA 689 USE RR 1 FLOOR STOP - HA 242F 626 DOOR 1 KICK PLATE - HA 190S 8 X 34 630 3 SILENCERS - HA 307D GR 1 1/2 PR. BUTTS -HA ECBB1100- 652-4 1/2 X 4 1/2 HW-7 1/2 WS X 1/2 MS ELEC. 1 LOCKSET - SC AL70PD, SAT. 626, 10-025 TELE/DATA 1 FLOOR STOP - HA 242F 626 DOORS 1 KICK PLATE - HA 190S 8 X 34 630 3 SILENCERS - HA 307D GR 1 LOUVER- NG L-700-RX 12 X 12 0 DOOR 114 ONLY HW-8 1 1/2 PR. BUTTS -HA ECBB1100- 652-4 1/2 X 4 1/2 1/2 WS X 1/2 MS CORRIDOR DOOR 1 PASSAGE SET - SC AL10S SAT. 626, 10-025 1 CLOSER - LC 4031 REG/PA 689 1 FLOOR STOP - HA 242F 626 3 SILENCERS - HA 307D GR 1-ONE-WAY VIEWER- RD DS-6 DOOR SPY MOUNT 60 " AFF 1 1/2 PR. BUTTS -HA BB1279 NRP 4 1/2 X 4 1/2 USP HW-9 REAR 1-EXIT DEVICE - VO 98NL - OP X 110 MD-NL X 98 ALK 626 EXTERIOR 1- MORTISE CYLINDER -SC 3215 626 DOOR 1- RIM CYLINDER -SC 3216 626 1-CLOSER-LC 4041 S CUSH 689 1 KICK PLATE - HA 190S 8 X 34 630 1-THRESHOLD- HA 520SV X 36 AL 1 RAIN DRIP CAP -HA PEMKO 810 X 40 1-SET WEATHERSTRIP -HA 891S 36 X 84 AL 3 -SILENCERS - HA 307D GR 1-ONE-WAY VIEWER- RD DS-6 DOOR SPY MOUNT 60 AFF LEGEND HA - HAGER RD - RUDOLPH DESCO VO - VON DUPRIN NA- NATIONAL GUARD SC - SCHLAGE LC - LCN NOTES HM FRAMES, HM & WOOD DOORS AND ASSOCIATED FINISHED HARDWARE IS TO BE PURCHASED BY THE GC FROM GIRTMAN AND ASSOCIATES 615-350-6000 wachoviaOgirtman. com KEYED CYLINDER FOR ALUM ENTRY WILL BE PROVIDED BY GIRTMAN AND ASSOCIATES UNDERCUT ALL WOOD INTERIOR DOORS 5/8" A.F.F. TOP AND BOTTOM OF ALL INTERIOR DOORS SHALL BE COMPLETELY SEALED. INSTALL KICK PLATES ON PUSH SIDE OF DOORS WHERE SCHEDULED. G.C. TO PROVIDE DOOR STOP FOR ALL OFFICE DOORS. DOOR STOP TO BE SUPPLIED BY GIRTMAN AND ASSOCIATES. GLASS TYPES G-1 1" INSULATED G-2 1" INSULATED, TEMPERED G-3 1/4" CLEAR TEMPERED G-4 1" INSULATED SPANDREL, CHARCOAL GRAY DOOR TYPES SCALE: 1 /4" = 1'-0" \\ \\ o I G-2 G-2 A A UMINUM 6'-0" M.O. Cf G-3 S.C. INSUL. co C)S.C. I WOOD WOOD METAL \\ PAINTED PAINTED PAINTED 12"x12" GRILL 0 ALUMINUM B C D FRAME TYPES SCALE: 1 /4" = 1 '-0" PAINTED V4' HEAD HOLLOW METAL N I I r` A B Notes: Revisions: Seal: A\ Nicholas Puglisi, A.I.A. Architect License #AR12460 Consultants: WACIBIOVI& 11111"Xion �♦ 140 411111, 41111, NO ■ 1 E L E M E N T S ARCHITECTS "INTERIOR DESIGNERS Tampa Office The Edgewater Building 600 Sou Magnolia Avenue Suite 150 Tampa, Florida 33606 Phone (813) 251-0565 Fax (813) 251-0567 Miami Office 1699 Coral Way suite 503 Miami, Florida 33145 Phone (305) 858-5858 Fax (305) 858-5850 ELEMENTS State License #AA0002341 WACHOVIA — ZEPHYR COMMONS PARCEL 6 US ROUTE 301 and KOSSIK RD ZEPHYRHILLS, FLORIDA 4500—STUCCO—SIDE ENTRY Drawing No./Date 02.05.09 A9 PROJ NO. 07-071 Drawing Title/Scale/Drawn by jp DOOR TYPES, SCHEDULES AND DETAILS SCALE: AS NOTED Notes: SS-1 ss- ss- OC` , /11 nn 1►"TI1 nA►IV Y4n DETAIL @SIGN HOLDER SCALE: FULL Y„ TYPICAL EDGE DETAIL SCALE: FULL cc , 1'—not 1'—R" PL-1 ELEVATION @TELLER LINE SCALE: 1 /2"=1'-0' 1 /8" REMOVABLE E MATTE BLACK MI CPU SLING BY MI MANUFA MATTE BLACK MI PELICAN I BY MILLWORK CON PEDESTAL BY OWNER TYPICAL TELLER COUNTER REAR ELEVATION SCALL: 3/4"=1'-0' MT TYPICAL 2"0 BLA GROMME GRAPH TELLER COUNTER FRONT ELEVATION SCALE: 3/4"=1'-0' A10 2"0 WHITE PLASTIC GROMMET MATTE BLACK MELAMINE PL-1 CPU SLING BY MILLWORK MANUFACTURER MATTE BLACK MELAMINE PELICAN DRAWER - BY MILLWORK CONTRACTOR NOTE: U.C. STEEL LOCATION IS — BASED ON THE TELLER LINE ORIENTATION TO THE FRONT DOOR. COORDINATE WITH C.M. BLACK MELAMINE m m N 1/8" REMOVABLE DIVIDERS \ m o c o OPEN 3'-3y4" 1'-6Y4"' UNDERCOUNTER STEEL PEDESTAL BY OWNER ADA TELLER COUNTER REAR ELEVATION SCALE: 3/4"=1'-0' -n" SS-1-4Z PL-3 \ SS- \ SS-1 4- 4" 4_, PL-3 4"X4"Xj" _,*I ROUTED AREA FOR SIGNAGE o MT-1� ADA TELLER COUNTER FRONT ELEVATION 2"0 BLACK PLASTIC GROMMET GRAPHIC SIGN SCALE: 3/4"=1'-0' 3 A10 4'-10X' 1'-6Y4 L-1 I I I PEDESTAL I BELOW I 2"0 BLACK PLASTIC GROMMET I I I 10 A80 A10 2"0 WHITE PLASTIC GROMMET Revisions: Seat N uke PugK AJ A. ArchllWd 1Jce m #AR12480 Consultants: WACHOVII& I. to �..� E L E M E N T ARCHITECTS "INTERIOR DESIGNERS Tampa Office The Edgewater Building 600 South Magnolia Avenue Suite 150 Tampa, Florida 33606 Phone R13) 13) 251-0565 Fax 251-0567 Miami Office 1699 Coral Way suite 503 Miami, Florida 33145 Phone (305) 858-5858 Fax (305) 858-5850 Al- ,icy 7 WACHOVIA - Z83HM COMNONB PARCH 8 US ROUTE = and K08W FM ZEPHYF&R L% FLOWA 4600-8TUC00-=E 6Nr1 qY Drawlnp NoJDab OEA M A10 PROJ NO. PEDESTAL BY OWNER Dmwkv TNWVaW&Vmwn W jp ELEVATION 0 Amp Tu s Wcmw TELEVISION LOCATION TELLER COUNTER SECTION TYPICAL TELLER COUNTER PLAN ADA TELLER COUNTER PLAN M E: AS NOTED 10 SCALE:11/2"=1'-0" 7 SCALE:11/2"=1'-0" 4 SCALE:3/4"=1'-0' SCALE:3/4"=1'-0' TOILET ACCESSORIES l�„ FIELD VERIFY 21_6„ �t�' SYMBOL ITEM BOBRICK ASI BRADLEY MIN. A, 2'-6" 2'-6" 10, 2'-6" 1'-9" Id 9" CONTINUE FINISHES TO TOP OF UNIT S 1 TOWEL DISPENSER B-369 0462AD 2291 MONITOR BY OWNER o Revisions: 2 TISSUE DISPENSER B-2740 0264-lA2 5241 /5A PL-3 Al2 3 SOAP DISPENSER B-4112 0345 6542 i, „ SATELLITE RECEIVER BY ;.o 4 GRAB BARS B-6806-36 & 42 3236 & 3242 812-36 & 42„ OWNER I 5 MIRROR B-165 11836 0620 18x36 781-1836 FRP L/ PL DVD PLAYER BY OWNER z 4 6 SANITARY NAPKIN DISPOSAL B-254 0852 4781-15 PL-3 PL-3 B n w o f= o REFRIG. BY G.C. BEST-WP288RB AND WP287RB, WHITE AND BLACK, MOUNT 5 -4 FROM BOTTOM w SIGNS (TOILET) OF DOOR TO TOP OF SIGN, ON WALL, STRIKE SIDE OF DOOR. > N oo O 6A 4A PL-3 L 3 0� UNDER-LAVORATORY GUARDS TRUEBRO, INC. MODEL 103-WHITE INSTALLED ON BOTH LAVATORIES. o Al2 Al2 � ' \ 7 MOBILE CART BLACK MEDIUM PLASTIC 6 DRAWER CART, 13" X 27" X 15.5", OFFICE DEPOT ITEM NO. 551048 PL-1 SEALANT � \\ 8 WALL SHELF/MOP HOLDER 8-239X34 ALL o o II AROUND I ire e o e f= MICROWAVE BY G.C. 9 TOILET SEAT COVER B-221 9477-SM 5831 PL-3 PL- ;;, 10 COAT HOOK B-232 x 24 (2) REQUIRED 9946 (1) REQUIRED o �PL-47 N �L 4 2'-0" LOGO BY OTHERS 24" WIDE X 1/8" DEEP REVEAL MOP BASIN NOTE: SEE PLUMBING DRAWINGS FOR PAINT MATT BLACK, TYP. MORE DETAILS ON MOP SERVICE BASIN 2 -3 2 -3 REVEALS ARE N.T.S. ON DRAWING 1 H f n 0 0 0 0 P-' P-5 TELLER WALL SIDE ELEVATION MOUNTING ELEV. " O BRACKET94' BREAK R M 1 2 „= f- � 8 "= V 4 4 SCALE: 1/2"=1'-0' SCALE: 1/2 -1 0 SCALE: 1/2 -1 -0 10'-10" I „ n n Nlc�olaa AJ A. I 9 9 -4 9e. CONTINUE FINISHES TO TOP OF UNIT Arcwteat Lloer�se #AR12460 II = I Go ' N (V 'ch I I of L-3 PL-3 pL_3 � I - 2,-9„ - FIELD VERIFY II I GRAPHIC `�' r�BY OWNER M pL-1 PL-1 = o I GROMMET II L-3 PL-3 PL-3 � II I I �0 00 6'-0" 10" 2" 11„ PL-2 00 °O ;� L-3 PL-3 PL-3 a' M ELEVATION RB-1 SECTION FREESTANDING BASE 1 `� SCALE: 1/2"=V-0' 20 SCALE: 1 1/2"=1'-0' 2,-0„ N II � L-3 PL-3 PL-3 I I II ^ to _O CV I N II M _ TOWEL DISPENSER MOUNT 48" A.F.F. FRP 1/4" WIDE X 1/8" DEEP REVEAL TO TOWEL DISPENSE PAINT MATT BLACK, TYP. OPENING TOWEL DISPENSER REVEALS ARE N.T.S. ON DRAWING MOUNT 48" A.F.F. TELLER COUNTER SECTION COUPON BOOTH TELLER WALL FRONT ELEVATION TO TOWEL DISPENSE OPENING � 1 SCALE: 1 "=1'-0' SCALE: 1/2"=1'-0' SCALE: 1/2"=V4 I o o 0 ', 0 �" 000 3 2 1 � s y Al2 J L FIELD VERIFY f " f 10 -10 S.S. MTL. KICK PLATE _ o o - FNISHED CEILING TYP. MEWS & WOMEN'S -- 4 z = M I z I _ n PL-2 io i CV CV i ' 3 -0 ADJUSTABLE WHITE 6" RUBBER BASE INSULATED SUPPLY INSULATED SUPPLY 6" RUBBER BASE MELAMINE SHELVES PL 2 0 & WASTE LINES, TYP. ��..,'...'...,. & WASTE LINES, TYP. 7 ►-, ROOM M E N'S ROOM '-------------- WOMEN'S-----------' Q 18 15 N PL-3 - I SCALE: 1/2"=V-0' SCALE: 1/2"=V-0' A11 II END PANELS, TYP. TL-30 II GROMMET _ OPEN SPACE FOR o WHOv� 20 oo GROMMET I I I EQUIPMENT �, CONCEAL CONDUIT BEHIND A I I All GROMMET " PL-1 7 PANEL IN THIS AREA. PL-1 TOP o I PL-1 SPACE FOR MONITOR FOR TOWEL DISPENSER FRP 7 I 1 DRIVE-THRU LANES, SATELLITE FRP TOWEL DISPENSER 1 i °o°o °o MOUNT 48" A.F.F. I I PL-2 � I A oo RECEIVER AND/OR DVD = PLAYER, AND POWER & TV �► , . MOUNT 48" A.F.F. TO TOWEL DISPENSE 1 ; , TO TOWEL DISPENSE OPENING I o =N �i RECEPTACLES. ' OPENING / I 1 i �` o �i PL-2 �'' M , \\ " FLOOR STOP FOR N "' = N N FINISHED FLOOR : 36 GRAB BAR " O TL-30 DOOR, BY OTHERS , — 5 36 GRAB BAR o O O 42 GRAB BAR �/ 0 00 )4" LEG WITH PL-4 S-O" � 1 s SEE ELEC. DWGS. ' 4 9 -10 FIELD VERIFY N .. ' �tlll■` III a 42 GRAB BAR - I 4 ♦� I. �i i WORK ROOM COUPON BOOTH ELEV. TELLER WALL REAR ELEVATION 4 r_ o I II o 4. z 10 6 SCALE: 1/2"=1'-0' = I 0-, 0 o I SCALE:1/2"=1'-0' SCALE: E L E M E N T S It 2 o `O M ARCHITECTS -INTERIOR DESIGNERS L' o O N I o I N OPTIONAL TELLER CASH DISPENSER - Tampa Office N o PROVIDED AND INSTALLED BY OWNER. I I I P GC TO PROVIDE AND INSTALL BASE The Edgewater Building 1'-6" 4'-5" 10-3" INSULATED CABINET IF TCD NOT INSTALLED. 600 South Magnolia Avenue " INSULATED SUPPLY '- DRIVE UP TELLER I I Suite 150 1 -3 1 6 SUPPLY & & WASTE LINES, TYP. WASTE LINES, P-LAM COUNTER TOP. SEE F1 FOR 1 I I WINDOW, SEE BAND Tampa, Florida 33606 COLOR AND MFR., BY G.C. SEE BE-2 EQUIP. DRAWINGS �OR Phone M3) 3) 251-0565 WOMEN'S ROOM M E N'S ROOM TYP 1 �" 1 �" FOR COUNTER SIZE A7 �__� �__� �__� WALL OPENINGS AND Fax 251-0567 1 r SCALE: 1/2"=r-o' 1 SCALE: 1/2"=1'-0' MIN. EQ. EQ. EQ. MAl IN DETAILS Miami Office 1699 Coral Way suite 503 EXTRA HEAVY 28"X 28" REMOVABLE Miami, Florida 33145 6'-0" WEIGHT NYSAN SHADE ADJUSTABLE ACCESS PANEL TO BE Phone R05)858-5858FRP �p 4" " n 4" STANDARDSAND SUPPLIDBLACK EBYMINE AND MILLW RKFax 05 858-5850 7 2 -8 2 -8 BRACKETS MANUFA 1" X 12" O B�� � lJo 111 ADJUSTABLE C" = COVER SHELVING SHELVING PL-4 / I W/WHITE MELAMINE O I 0 PL-1 _4 HORIZONTAL 5a WORKSURFACE 42" GRAB BAR = = AND 4" /5A Co PL-2 Al t 36" GRAB BAR " 01 01 7\ N PL-1 4A 6 BACKSPLASH 4 GROMMET 6 GROMMET Al2 °O WA"VM ' ZR �s 12 MA o0 00 0 3 -6 12 MAX I Al2 Al2 Al2 Al2 N _ I PARCi� 8 s GROMMET PL-1 ^ a USE Afld K AD �i,rFk" FLORDA Pb 36" GRAB BAR — — — — COMPUTER SLING o 8 �O ® 460�8T000aBDE ENrFRY 42 GRAB BAR 2 (� ' 0 1� BY MILLWORK VENDOR PL-4 O O o °o� COMPU R SLING o = M PELICAN PELICAN ,��, MILLWORK LATERAL FILE. I ®o DRAWER BY ; ; DRAWER BY I o I I c.� N BY MIL WORK VENDOR LOCK MUST HAVE CAPABILITY FOR BOTH N MILLWORK I 1 MILLWORK I A11 N N (TYPICAL o LETTER AND LATERAL FILE STORAGE. ® MANUFACTURER ; ; MANUFACTURER "Z PL-4 ALL HARDWARE BY MILLWORK SUPPLIER _________________j L_________________ _ PROJ NO. 07 -011 1'_7Y2 l'-7yn [CPU SLING BY 3'-0" 6" RUBBER BASE 6" RUBBER BASE 3'-0" 1 n 1 n 3 2 11 MILLWORK SUPPLIER „ 1 / OMW ft by JP 1 �„ 2 -0 2 0 " MIN. FIELD VERIFY MI . 31-4n 1'-6 4" 2'_8" ' l'-7%" 2'_8" 1'-6%4" S-O" MIN. NTSWR ELEVATIONS MIN. 7 -9 OVERALL FIELD VERIFY 1n 10 FIELD VERIFY AND DETALS WOMEN'S ROOM MEN'S ROOM COPY/FAX WORK ROOM INTERIOR ELEV. DRIVE -UP TELLER WINDOW SCALE: AS NOTED 16 SCALE:1/2"=V-0' 1 SCALE:1/2"=V-0' SCALE:1/2"=1'-0' SCALE:1/2"=V-0' 1 SCALE:1/2"=1'-0' MILLWORK HARDWARE SCHEDULE CABINET SALICE 120' HINGE BARGE 09/16, CR2FP99 SHELF K & V # 255 (FOR ADJUSTABLE SHELVING) STANDARD SHELF K & V # 256 (FOR ADJUSTABLE SHELVING) SUPPORT CABINET NATIONAL LOCK LOCK C805 SERIES FOR KEYING, SEE INTERIOR ELEVATIONS CABINET GRANT 5632 DRAWER GLIDE PULL HAFELE 116.39.866 SATIN CHROMIUM PLATED (US26D) DOUG MOCKETT, TG SERIES, BLACK & SATIN CHROM. GROMMET 1 3/4" WITH 5/8" SLOT SEE A-1 FOR LOCATIONS IN PLAN PELICAN SPACECO PD 0011-FR-NLD DRAWER CPU KNAPT & VOGT CPU-3 HOLDER WAI I PANFI RY 1411 I WORK VENDOR PL-3 PL-3 PL-3 PL-3 PL-3 PL-3 PL-3 PL-3 GRAPHIC IMAGE ON GYP. BD. GRAPHIC IMAGE ON GYP. BD. GRAPHIC IMAGE ON GYP. BD. GRAPHIC IMAGE ON GYP. BD. PL-3 PL-3 PL-3 PL-3 PL-3 PL-3 PL-3 PL-3 L 8'-0" ELEVATION SCALE: 1/2"=V-0' NOI NIGHT DEPOSITORY TOP OF CONCRETE DRIVE TOP OF CURB FINISHED FLOOR ATM SURROUND BY OWNER BAN�KEQ UIPMEN�TEL EVATION c I c 00� SECTION BASE CABINET 6a SCALE:11/2"=V-0' SECTION BASE CABINET SCALE: 1 1 /2"=1'-0' FACE OF WA I 04 ADJUSTABLE SHELVES 5 MM HOLES AT 2' O.C. FOR SHELF SUPPORTS PULL CHANNI SECTION - WALL CABINET 5a SCALE: 11/2"=V-0' 14 3/4" P, BOARD "' P-LAM. d- SECTION BASE CABINET DRIVE UP TELLER SCALE: 1 1 /2"=V-0' 3"x6" FLEXIBLE POLYESTER WHITE NAMEPLATE WITH BLACK LETTERS & PRESSURE SENSITIVE ADHESIVE 4" PIPE HANGER BY SIOUX CHIEF MFG UPC NO. 553-9 G.C. TO SECURE UNIT TO ROOF STRUCTURE WITH ALTERNATING DIAGONAL BRACING 0 2' O.C. NEW LAY -IN CEILING SYSTEM (SEE NOTE 1) c i c I c G.C. TO SECURE UNIT TO 2'-5" ROOF STRUCTURE WITH ALTERNATING DIAGONAL BRACING 0 2' O.C. i NEW LAY -IN CEILING SYSTEM (SEE NOTE 1)� f" f INTERIOR FINISH OF SHELVING SHALL BE BLACK MELAMINE. PL-2 ADJUSTABLE SHELVING R F�NBASE CABINET4a SECTION BASE CABINET SCALE: 1 1 /2"=V-0' 2'-5" 1/4" WIDE X 1/8" DEEP REVEAL - PAINT MATT BLACK, TYP. 3/4" PART. BD W/ P-LAM. (SEE FINISH SCHEDULE) RECESSED QUAD ELECTRICAL OUTLET. SEE ELEC. DWGS. WALL CAVITY INTERIOR FINISH OF CABINETS SHALL BE BLACK MELAMINE. —� CONTINUOUS BASE-� 1" FRONT AND SIDES G.C. TO SECURE UNIT TO ROOF STRUCTURE WITH ALTERNATING DIAGONAL BRACING 0 2' O.C. NEW LAY -IN CEILING SYSTEM (SEE NOTE 1) PL-2 PL-2 0 I cV z M = O Uj C3 o 5 U a e o = co 1 cV 0 pp CONTINUOUS BASE SECTION @ COUNTER SCALE: 1 "=V-0' NOTES: 1. ENTIRE UNIT TO BE FIELD INSTALLED BEFORE CEILING SYSTEM IS INSTALLED. 2. COUNTER TOP AND BACK SPLASH SHALL RECEIVE P-LAM. 3. ALL HARDWARE SHALL HAVE BRUSHED ALUMINUM FINISH. 4. ALL WORK TO BE PERFORMED BY MILLWORK MANUFACTURER, U.O.N. 5. ALL ELECTRICAL WORK TO BE THE RESPONSIBILITY OF THE G.C. 2'-5" Notes: Revisions: Seat G - " Ndcoke ROW AJ A. Ard*ed L.kmm #AR12480 ft WACHOVIA \ it II ��ftft so ' • PL-2 — 100 `, , 1` — ' ADJUST LE SHELVIN ' ♦� �i 0 - PL-2 1, E L E M E N T 6 II ARCHITECTS "INTERIOR DESIGNERS �j Tcmpc Office The Edgewater Building 0 600 South Magnolia Avenue s Suite 150 II 1 =0, Tampa, Florida 33606 °O I Phone �8113) 251-0565 a'Fax 813) 251-0567 „ 1-0 �; o / / - 11 i1 pl-2, !i Miami Office 3/4 x 1 1/2 SUPPORT STRIPS ; s P-LAM. (SEE FINISH I I 1699 Coral Way suite 503 ATTACHED TO EACH STUD = = rn SCHEDULE) II II �� o 1/4" WIDE X 1/8" DEEP 1 `� 1 1 j 1 Miami, Florida 33145 REVEAL - PAINT MATT "' co °D I j j `� Phone (305) 858-58M qz GROMMET BLACK I Fax (305) 858-5850 BLACK, TYP. PL-1 PLASTIC 1 3/4" O.D., l i l i l PL-1 io PL-2 W/ 5/8" SLOT I I I I 1 1 l B.EI i>d soft Ub OAA0002M 3/4' PART. BD. W/ GROMMET, 1 3/4" DIA. P-LAM. (SEE FINISH SCHEDULE) 1 ° ° RECESSED QUAD a RECEPTACLE WITH SATELLITE ° � ° 3/4" CONDUIT AND OR DVD RECEIVER AND/OR WA"VIA - R Q� ONE DEDICATED / CIRCUIT. SEE ELEC. BY OWNERS 8r1d KO391C RD WALL CAVITY ° \ DWGS. "' _US ROM 3M CID.ZEPHYFiH" 110RDA ' 4500-8=00- D EKMY = INTERIOR FINISH OF `� ►NTERIOR FINISH OFADJUSTABLE `V (2) 1" CONDUITS TO CABINETS SHALL BE ADJUSTABLE ° CABINETS SHALL BE L!:Cd,1 SHELF ABOVE CEILING �0 NoJDab 02MM BLACK MELAMINE. ° SHELF ° BLACK MELAMINE " 1 EMPTY CONDUIT PL-2 LUTE RECEIVER Al2 WITH 1 4" CONTINUOUS CONTINUOUS WNER 3/4" PART. BD. W/ 1 3 MAX 3 MAX / BASE BASE P-LAM PL-2 EXPANSION BOLT TO FLOOR _ 3/4" x 1 1/2" VERTICAL SUPPORT PROJ NO. (d�-0�1 r ATTACHED AT EACH SHELF 1" FRONT AND SIDES 1" FRONT AND SIDES l " CONTINUOUS BASE Drlawlnp bV P �' t 1'_10" CONTINUOUS BASE 3 ELEVATION MR�CTKM LADDER RUNG SECTION AND DUALS BRACKET DETAIL q ELEVATION SHELVES SECTION COUNTER SECTION TELLER WALL scALE: AS NOTr=0 10 SCALE:1"=1'-0' SCALE:1"=1'-0' SCALE:1"=1'-0' 7 SCALE:1/2"=1'-0' SCALE:1"=1'-0' NOTE: PROVIDE A 30" X 36" ENCLOSED SHAFT FROM 2" BELOW THE SUSPENDED CEILING TO BOTTOM OF THE ROOF HATCH. SHAFT SHALL BE ENCLOSED WITH WOOD FRAMING AND 1/2" GYPSUM BOARD THROUGHOUT ITS LENGTH. PAINT TO MATCH ROOM WALLS. PROVIDE A SIGN WITH 1" HIGH LETTERS AT THE TOP OF THE ACCESS SHAFT WHICH READS: "ACCESS DOOR MUST REMAIN CLOSED AND LOCKED AT ALL TIMES'. STEEL LADDER TO ATTIC ANCHOR TO FLOOR WITH EXPANSION ANCHORS. PROVIDE 3"X1 /4" BENT PLATE BRACKETS AT 12'-0' MAXIMUM. RUNGS ARE 3/4" 0 BARS. SIDE RAILS ARE 2 1 /2' X -1 /2" FLAT BARS. PAINT WITH YELLOW ENAMEL PAINT. Al2 ' v 0 I 8 U � Al2 6 I M 0 I RB-1 ELEVATION 11 SCALE:1/2"=V4 o I 43fi' 9/16" HOLE o J SSCALE:1/4"=V-0' �� r 0 22 GUAGE STEEL, O COLOR PUTTY o 2 (McMASTER-CARR) I ink' 0 m a PROJECT MANUAL HOLDER SCALE: 1"=1'-V NOTE: (2) ARE REQUIRED: (1) FOR THE PROJECT MANUAL AND (1) FOR THE CLOSEOUT DOCUMENTS c I u ELEVATION u \_4" SCH 40 PVC PIPE 2'-6" 4" CLEANOUT PLUG 4" SCH 40 PVC PIPE/SECTION " 4 SCH 40 PVC FEMALE ADAPTER SCALE: 1 "=V-0' 1 1 /2"X3/i 3/4"X3/4" 18" DEEP SHELVING COVERED WITH WHITE MELAMINE < 2'-8%" 2'-8%4" INTERIOR FINISH OF SHELVING SHALL BE BLACK MELAMINE. PL-2-J 1 " PL-2 ADJUSTABLE SHELVING 0 I VPL-2 tz z = O Uj INTERIOR FINISH OF SHELVING SHALL BE BLACK MELAMINE. 1/4" WIDE X 1/8" DEEP REVEAL - PAINT MATT BLACK, TYP. --,\ WALL CAVITY ELECTRICAL CONDUIT BEYOND 3 4" PART BD W a SS-1 PEN SET E CHECK WRITING DESK - ELEVATION V % SCALE: 1 1/2"=1'-O' n1 kl nrT n- AT IrRS CUT POST IN FIELD FIT BELOW A SURFACE THIS S Or 18 A13 `; CHECK WRITING DESK -ELEVATION SCALE: 1 1 /2"=l'-O' » PEN SET BY OWNER SS-1 MERCHANDISING BY OWNER O 0 TRASH ENVELOPES/ ENVELOPES 00 DEPOSIT SLIPS DEPOSIT S PS 2"X6" TRASH SLOT WITH "TRASH" IN 1" o, HIGH P-LAM LETTERING E E. - 17 A13 878 7y„ CHECK WRITING DESK - PLAN 16 SCALE: 1 1/2"=l'-O' PL-3 „ 11 12 TRASH RECEPTACLE DEPOSIT SLIP HOLDER SCALE:3"=1'-0' SCALE: 3"=1'-O' SIDE ELEVATION @ QUEUE LINE LEDGE SCALE: 3/4"=V-O' 14 QUEUE LINE LEDGE DETAIL SCALE: FULL in" 2" 1 2"X6" TRASH SLOT - EXTEND PLASTIC LAMINATE DOWN INSIDE SLOT OPENING 10" 6" 2" 2'-0" SUPPLY METAL RAILS THAT ARE ADAPTABLE FOR LEGAL OR REGULAR SIZED HANGING FILE FOLDERS FCM RIGHT SECTION SCALE: 3/4"=l'-O' 1/4" CLEAR TEMPERE 1 1 1 2'-7 1/2" GLASS SS SS-1 6" O L lo c� L HINGED DOOR FOR NOTE: TRASH REMOVAL THE TWO SLOTS OPEN FROM OPPOSITE SIDES OF THE QUEUE LINE LEDGE FILE LOCK 3 1/4 1 1/2" 6'-1 1 /4" FCM LEFT SECTION SCALE: 3/4"=l'-O' io to i*4 11 1 /2" 4 1/2" PL-3 23 io 0 1 _ 1'-3 1 /2" 9 PL-3 N FCM REAR ELEVATION SCALE: 3/4"=1'-0' nl l 1 VI1JL (03 FCM LEFT ELEVATION rr � Sean PlctoM Pugsl, AM sAM4eo ts: WACHOVII& 1�1 1 1 l.IIIJL FCM FRONT ELEVATION ��♦ �� jok let t 1� ■ 4 „ A13 2 -o ELEM ENT G 6 -rj" 2" DIAME R BRUSHED ARCHITECTS -INTERIOR DESIGNERS STAINLESS S EL GROMMET I Tampa Office The Edgewater Building 6 SS-1 _ 600 South Magnolia Avenue A13 8 Suite 150 A13 N Tampa, Florida 33606 I i Phone M3) 3 251-0565 Fax) 251-0567 21'-07/8" Miami Office RADIUS 2" DIAMEIER BRUSHED 1699 Cl Way suite 503 STAINLESS STEEL GROMMET Coral y PL-3 Miami, Florida 33145 Phone (305) 858-5858 Fax (305) 858-5850 I 3 (2) 2" DIAMETER BRU ED STAINLESS SS-1 A13 EJONM edr Lbr OAA000041 STEEL GROMMET 00 2" DIAMETER BRUSHED I STAINLESS STEEL GROMMET I o — PL-3 o ROUTE 301 and KOSSIC RD TENSABARRIER q13 RADIUS FLORDA FLOOR SOCKET �60o-sT000aaDE BN1RY SS-1 cv N Dnwinp NDJD@b 02MM Ur 8,_10 1/4" V-3�" 6�" 1'-4" 6�" 1'-3%" 3" FCM DESK NOTE: 2 A13 ALL INTERIOR SURFACES TO BE A13 ENDELEVATION FINISHED WITH BLACK MELAMINE. PROJ NO.01-011 CHECK WRITING DESK QUEUE LINE LEDGE FCM RIGHT ELEVATION FCM PLAN NTTE�OR SECT�s 'p 15 SCALE: 1 1l2"=1'-0' &SCALE:3/4"=1'-0' S SCALE:3/4"=1'-O' 1 SCALE:3/4"=1'-0' AND DETAILS SCALE: AS NOTED 7'-2" 1" 1" 2'-l" r n 11-6» 1 11 2r-1n r- SS-1 2"X6" TRASH SLOT WITH "TRASH" WRITTEN IN THE SS-1 ABOVE THE SLOT \ L PEN SET 13 4"X9"X5" HIGH A13 DEPOSIT SLIP APPLY SMALL DOT OF SILICONE AT 11 CORNERS OF EACH SECTION OF A13 GLASS FOR ADHESION PLAN QUEUE LINE LEDGE no SCALE:3/4"=l'-O' 1 SABARRIER EIVER SLEDGE BEYOND SUPPLY METAL RAILS THAT ARE ADAPTABLE FOR LEGAL OR REGULAR SIZED HANGING FILE FOLDERS FCM FRONT SECTION SCALE: 3/4"=1'-O' i i l Notes: Revisions: SINGLE SWING DOUBLE 7' HI _ TO FIT 10'01 GATE POSTS SIDE ELEVATION I I REAR ELEVATION 6A U 613 �DUMPSTER �ENCLOSURE ELEVATIONS SCALE: 1/2'=l'-O' EXTERIOR MATERIAL SCHEDULE STUCCO STO, INC. - FINE SAND FINISH S-1 TO BE STO STUCCO TO MATCH ICI #A0724 - FARMER'S ALMANAC 6B A14 11 5/8" PRE -CAST CONT. CAP THRU-WALL FLASHING Y2" ••'• ` •' y" 2 4" CMU • STUCCO SYSTEM DUR-O-WALL, SINGLE WYTHE, STANDARD AT • 8" O.C. FILL ALL VOIDS 4 CD SOLID WITH 3000 PSI GROUT •a #4 VERT. BARS AT 16" O.C. ' 4" CMU 6"CONC. SLAB #4 DOWEL AT 1 /2" EXP. JT. fr.' ' 16"O.C. LAP 21-0" 1 FINISHED GRADE ' q °' a• ° � r — s I 7 — #4 CONT. 4 TOP AND 3 BOTTO� 'a #4 AT 16" O.C. X �3'-6" LONG ALTERNATE HOOK TO EACH SIDE — DUMPSTER ENCLOSURE PLAN 3'-8" 1 SCREEN WALL DETAIL SCALE:1/2"=l'-0' ` G % SCALE:1"=1'-O" STEEL INTI ASSEMBLEI DRIVE RIVE ROUND STI POST WITH METAL CAI TYP. HEAVY DU V%SR01 BACK SIDE 1 1 /2" x CHANNEL, PLACE WIRE MESH 3" FROM BOTTOM OF SLAB. CHAIR WIRE MESH 18" O.C. EACH WAY. 8" 450OPSI CONCRETE WITH 10"x 10" W2.9xW2.9 WWF 6" COMPACTED TYPE A AGGREGATE COMPACTED SUBGRADE H.D. CONCRETE PAVEMENT N.T.S. 8" STD. STEEL POST, FILL WITH 4000 PSI CONC. FIELD PRIME & PAINT SAFETY YELLOW GATE DETAIL 1 SCALE:1 "=V-0" N.T.S. IIr♦\N Ili iTv Pi inr nt%j T OLLARD CAST 30 SYSTEM Seek r A Mdwba ftft ALA. AmNteot Lloerm #AR12480 S: WACE10VI& so ♦%j�� 'i R.♦ 41 MIX E L E M E N T 6 ARCHITECTS "INTERIOR DESIGNERS Tampa Office The Edgewater Building 600 South Magnolia Avenue Suite 150 Tampa, Florida 33606 Phone M3) 3) 251-0565 Fax 251-0567 Miami Office 1699 Coral Way suite 503 Miami, Florida 33145 Phone (305) 858-5858 Fax (3051 858-5850 WACMVK PARCEL 6 _ ZEPWR 0 US ROUTE 3M end MW RD ZEPHYRH iA FLOWA 4=-ST0000- E ENW Drswilp Na/Deft 09AM A14 PROJ NO. 01 -01 1 Dr- a Tjj4/BoeldDnwn kV J P DUMPSTER PAD PLAN ELEVATIONS AM DETALS SCALE: AS NOTED FINISH SCHEDULE WALLS ROOM NO. ROOM NAME FLOOR BASE NORTH SOUTH EAST WEST CEILING REMARKS 101 102 CUSTOMER AREA T-1, C-1, C-2 RB-1, RB-2 P-1 P-1 P-1 P-1 CLG-1 P-4, WC-1 SEE PLAN FOR LOCATIONS 103 COUPON C-2 RB-1 P-1 P-1 P-1 P-1 CLG-1 104 VAULT C-2 RB-1 P-1 P-1 P-1 P-1 CLG-1 105 OFFICE C-2 RB-1 P-1 P-1 P-3 P-1 CLG-1 106 OFFICE C-2 RB-1 P-1 P-3 P-1 P-1 CLG-1 107 OFFICE C-2 RB-1 P-1 P-3 P-1 P-1 CLG-1 108 OFFICE C-2 RB-1 P-1 P-1 P-1 P-3 CLG-1 109 OFFICE C-2 RB-1 P-1 P-1 P-1 P-3 CLG-1 110 111 BANK EQUIPMENT ROOM VCT-1 RB-1 P-1 P-1 P-1 P-1 CLG-1 112 TELLERS C-2 RB-1 P-1 P-1 P-1 P-1 CLG-1 113 WORK ROOM C-2 RB-1 P-1 P-1 P-1 P-1 CLG-1 114 TELE/DATA VCT-1 RB-1 P-1 P-1 P-1 P-1 CLG-1 115 ELECTRICAL ROOM VCT-1 RB-1 PLYWOOD PLYWOOD PLYWOOD PLYWOOD CLG-3 3/4" PLYWOOD, PAINTED P-1 116 BREAK ROOM VCT-1/VCT-2 RB-1 P-3 P-1 P-1 P-1 CLG-1 117 JANITOR VCT-1 RB-1 P-1 P-1, FRP P-1, FRP P-1 CLG-3 118 MEN VCT-1 RB-1 P-1 FRP P-1 FRP CLG-1 119 WOMEN VCT-1 RB-1 P-1 FRP P-1, FRP FRP CLG-1 120 CORRIDOR VCT-1 C-1 RB-1 P-1 P-1 P-1 P-1 CLG-1 121 COPY FAX VCT-1 RB-1 P-1 P-1 P-1 P-1 CLG-1 NOTES: 1. ALL WOOD DOORS AND METAL FRAMES IN BACK OF HOUSE TO BE PAINTED P-2 2. FLOOR SURFACE TRANSITIONS TO OCCUR AT CENTERLINE OF DOOR FINISH LEGEND KEY NO. SPECIFICATION KEY NO. SPECIFICATION CARPET SOLID SURFACE MATERIAL C-1 MANUFACTURER: LEES CARPET SS-1 MANUFACTURER: SAMSUNG WALK OFF PRODUCT NAME: LEES FIRST STEP MODULAR CUSTOMER PRODUCT NAME: STARON MAT PRODUCT NO.: L8513 SIDE OF PRODUCT NO.: SM421 COLOR: CHARCOAL GRAY TRANSACTION COLOR: SANDED CREAM CONTACT: KEITH WALL 704-458-0066 COUNTERS, SIZE: 1/2" THICK FCM DESK AND CONTACT: KEITH EDMONDS (800-982-0999 X46) C-2 MANUFACTURER: LEES CARPETS PURSE LEDGE FIELD CARPET PRODUCT NAME: HORSEPOWER T/MOTORSPORT COLLECTION ALL AREAS PRODUCT NO.: DK953 SS-tALT MANUFACTURER: CORIAN COLOR: #201 LEMANS CUSTOMER PRODUCT NAME: RICE PAPER SIZE: 24" X 24" CARPET TILE, INSTALLED ASHLAR IN SAME DIRECTION AS LOBBY TILE PATTERN CONTACT: KEITH WALL (704-458-0066) SIDE OF TRANSAC1ON COUNTERS, FCM DESK AND PURSE LEDGE PRODUCT NO.: COLOR: RICE PAPER SATIN FINISH SIZE: 1/2" THICK CONTACT: DUPONT/CORIAN (800-436-6072) TILE PAINT T-1 MANUFACTURER: DAL -TILE P-1 FOH & BOH WALLS (TYP.) MANUFACTURER: BENJAMIN MOORE PRODUCT NAME: PRODUCT NO.: HC-39 COLOR: PUTNAM IVORY FINISH: EGGSHELL CONTACT: LOBBY TILE PRODUCT NAME: VERANDA COLOR: SAND P505 SIZE: 13"X20"X5/16" ASHLAR PATTERN GROUT: LATTCRETE - SPECTRALOCK: 61 PARCHMENT, 3/16" GROUT JOINT WIDTH CRACK SUPPRESSION MEMBRANE: SEE PROJECT MANUAL CONTACT: JONATHAN STUDIOSO (704-588-8863) TILE FLOOR - TOILETS MANUFACTURER: DAL -TILE PRODUCT NAME: VERANDA COLOR: SAND P505 SIZE: 13"X20"X5/16" ASHLAR PATTERN P-2 FOH (DOORS AND FRAMES) MANUFACTURER: BENJAMIN MOORE PRODUCT NAME: PRODUCT NO.: HC-39 COLOR: PUTNAM IVORY IF REQUIRED BY JURISDICTION GROUT: LATICRETE - SPECTRALOCK: 61 PARCHMENT, 3/16" GROUT JOINT WIDTH CRACK SUPPRESSION MEMBRANE: SEE PROJECT MANUAL CONTACT. JONATHAN STUDIOSO (704-588-8863) FINISH: SEMI -GLOSS CONTACT: P-3 OFFICE & BREAKROOM ACCENT WALLS (ONE WALL ONLY AS SHOWN) MANUFACTURER: BENJAMIN MOORE PRODUCT NAME: PRODUCT NO.: AF-120 COLOR: TAMARIND -AFFINITY COLOR COLLECTION FINISH: EGGSHELL CONTACT: T-3 TILE WALLS - TOILETS MANUFACTURER: DAL -TILE PRODUCT NAME: DAL -TILE GLAZED WALL TILE COLOR: ELEMENTAL TAN #0766 MATTE FINISH GROUT: LATTCRETE - SPECTRALOCK: 61 PARCHMENT, 3/16' GROUT JOINT WIDTH CRACK SUPPRESSION MEMBRANE: SEE PROJECT MANUAL IF REQUIRED BY CONTACT: JONATHAN STUDIOSO (704-588-8863) JURISDICTION P-4 MANUFACTURER: BENJAMIN MOORE WACHOVIA BRAND MARK WALL PRODUCT NAME: PRODUCT NO.: COLOR: SUPER WHITE (PRE -MIXED) FINISH: EGGSHELL CONTACT: VINYL COMPOSITION TILE VCT-1 BOH MANUFACTURER: AZROCK PRODUCT NAME: GRANDE CORTINA PRODUCT NO.: CG409 GINGER SIZE: 16" X 16' CONTACT. TARKETT COMMERCIAL - CHRIS WESKIE (713-254-9790) P-5 DRYWALL CEILING MANUFACTURER: BENJAMIN MOORE PRODUCT NAME: PRODUCT NO.: COLOR: SUPER WHITE VCT-2 BOH (ACCENT) MANUFACTURER: AZROCK PRODUCT NAME: GRANDE CORTINA PRODUCT NO.: CG410 CAMEL SIZE: 16" X 16" CONTACT. TARKETT COMMERCIAL - CHRIS WESKIE (713-254-9790) FINISH: FLAT CONTACT: CEILINGS CLG-1 FOH & BOH MANUFACTURER: USG PRODUCT NAME: ACOUSTICAL CEILING SYSTEM PRODUCT NO.: MARS CLIMAPLUS, CLASS A, 86985 (FLB) RUBBER BASE COLOR: HALO 206 SIZE: 2x2xY with 9/16" CENTRICITEE GRID CONTACT: USG - ANGELA DURPHY (888-874-2450 ext 8078) RB-1 MANUFACTURER: JOHNSONITE PRODUCT NAME: WALL BASE PRODUCT NO.: 29 COLOR: MOON ROCK SIZE: 1/8" RUBBER, 4" COVE BASE (6" IN RESTROOMS) CLG-3 MANUFACTURER: 1/2" G.W.B. INSTALLED TO UNDERSIDE OF DECK SUPPLIED BY CARPET INSTALLER PRODUCT NAME: PRODUCT NO.: COLOSEE P-5 RB-2 LOCATED ON WALL WITH WC-1 ONLY MANUFACTURER: JOHNSONITE PRODUCT NAME: WALL BASE PRODUCT NO.: 18 COLOR: NAVY BLUE SIZE: 1/8" RUBBER, 4" STRAIGHT BASE SIZE: CONTACT: WINDOW SHADES SUPPLIED BY CARPET INSTALLER �-1 MANUFACTURER: NYSAN SHADING SYSTEMS PRODUCT NAME: GREENSCREEN ECO PRODUCT NO.: WALL COVERING WC-1 MANUFACTURER: TRI-KES COLOR: CHARCOAL BRONZE PRODUCT NAME: SIZE: CUSTOM PROVIDED BY PRODUCT NO.: LA-506800-03 CONTACT. ALISON YOUNG (403-204-8694) QSP AND COLOR: INSTALLED BY G.C. APPLICATION: APPLY HORIZONTALLY CONTACT: QSP FIBERGLASS REINFORCED PLASTIC WALL PANELS (FRP) PLASTIC LAMINATE FRP BATHROOM WET WALLS MANUFACTURER: KEMLITE COLOR: BEIGE FINISH: SMOOTH PL-1 HORIZONTAL MANUFACTURER: FORMICA PRODUCT NAME: SURFACES PRODUCT NO.: 7213-58 MATTE FINISH QUEUE LINE - BOH (BACK OF TELLERS, COLOR: EARTH WASH SIZE: COUPON, CONTACT: DAVID HENDERSON (333-382-7198) Q-1 MANUFACTURER: LAWERENCE METAL PRODUCTS PRODUCT. STANDARD SURFACE MOUNTED SOCKET AND TAPE HEAD WITH GRAY TAPE DRIVE UP) PL-2 MANUFACTURER: FORMICA MODEL 421 3S-S-36 VERTICAL PRODUCT NAME: POSTS: REMOVABLE, SATIN, STAINLESS STEEL MODEL 89R-3S SURFACES PRODUCT NO.: 7708-58 MATTE FINISH TAPE: GRAY B5 (BACK SIDE - TELLER LINE, COLOR: FLAX GAUZE SIZE: WALL RECEIVER: 898 SEE FLOOR PLAN FOR SPECIFIC LAYOUT DRIVE -UP) CONTACT: WILSONART (336-382-7198) WASTE RECEPTACLE PL-3 MANUFACTURER: PIONITE WACHOVIA VERTICAL PRODUCT NAME: WR-1 MANUFACTURER: NEW PIG CORP SURFACES PRODUCT NO.: HP207H-G48 MATTE FINISH PRODUCT: ARCHITEK WASTE RECEPTACLE FRONT/LOBBY COLOR: MOCHA MODEL: CAN336-BSD SIDE- TELLER LINE ONLY SIZE: CONTACT: PIONITE (800-521-5381) COLOR: BRONZE/SAND W/ WHITE SAND SEMI -OPAQUE FILM PL-4 MANUFACTURER: FORMICA VERTICAL PRODUCT NAME: SURFACES PRODUCT NO.: 7813-58 MATTE FINISH SOF-1 MANUFACTURER: 3M BOH-COPY/ COLOR: CARDBOARD SOLIDZ PRODUCT NAME: SEMI -OPAQUE FILM BREAKROOM SIZE: PRODUCT NO.: 7725SE-315 APPLY VERTICALLY CONTACT: DAVID HENDERSON (333-382-7198) COLOR: DUSTED CRYSTAL CONTACT: QSP (800-450-1816) METALIC LAMINATE STACKABLE RECYCLE BIN MT-1 MANUFACTURER: FORMICA SRB MANUFACTURER: UNITED STATES PLASTIC CORPORATION PRODUCT NAME: AKRO-MILS STORAGE BINS REQUIRED: ONE #52788 BLUE, ONE #52789 YELLOW AND ONE #52790 GREEN GC TO PROVIDE TYPED LABELS ON EACH BIN. LABELS SHALL BE TITLED: "GLASS" FOR BLUE BIN, "NEWSPAPER" FOR YELLOW BIN AND "PLASTIC" FOR GREEN BIN PRODUCT NAME: DECOMETAL PRODUCT NO.: ASH-SW-62 COLOR: BRUSHED PEWTER #2032 SIZE: CONTACT: DAVID HENDERSON (336-382-7198) m US26D ALUMINUM TRIM PIECE ADHESIVELY ATTACHED WALL BEHIND FCM DESK WITH WC-1 (BLUE WALL) CORNER GUARD AT WC-1. FCM AREA SCALE: 6"=1'-O" VCT 11• - s w •. KLEIN AND CO. 800-241-0681 GENOTEK TRANSITION STRIP 5/16" EDGE DIVIDER 530.62 ALUMINUM SATIN MILL FINISH CARPET VCT/CARPET TRANSITION STRIP SCALE: 6"=1'-O" TILE THIN SET GROUT AND CRACK SUPPRESSION MEMBRANE °Q; ° FINISH AND FURNITURE PLAN SCALE: 1/4"=1'-O" KLEIN AND CO. 800-241-0681 GENOTEK TRANSITION STRIP 5/16" EDGE DIVIDER 530.62 ALUMINUM SATIN MILL FINISH VCT TI LENCT TRANSITION STRIP. SCALE: 6"=1'-O" TILE THIN SET GROUT AND CRACK SUPPRESSION MEMBRANE \I •a. KLEIN AND CO. 800-241-0681 GENOTEK TRANSITION STRIP 5/16" EDGE DIVIDER 530.62 ALUMINUM SATIN MILL FINISH LEVELING COMPOUND SLOPED 1 /4" IN 12" CARPET TILE/CARPET TRANSITION STRIP SCALE: 6"=1'-O" Notes: Revkdons: Seat WACHOVIA VP * 0 40 at 0# E L E M E N T 6 ARCHITECTS "INTERIOR DESIGNERS Tampa Office The Edgewater Building 600 South Magnolia Avenue Suite 150 Tampa, Florida 33606 Phone M3) 3) 251-0565 Fox 251-0567 Miami Office 1699 Coral Way suite 503 Miami, Florida 33145 Phone 305 858-5858 Fax 305 858-5850 RM� stab Lb*AA000E841 WACHOVK - ZEPWR COI�AON'S US ROUTE = and KOSM RD ZEPHYRHLI , FLORDA AIII600`8T0000-80E E FRY Drnod big N*JDatt 02-OS o F1 PROJ NO. 01-011 Dra "I q Tftffi0dWftW w,� by JP FNSH AND FURNNTURE PLAN SCALE: AS NOTED KLEIN AND CO. 800-241-0681 GENOTEK TRANSITION STRIP 5/16" EDGE DIVIDER 530.62 ALUMINUM SATIN MILL FINISH LEVELING COMPOUND SLOPED 1 /4" IN 12" CARPET TILE/CARPET TRANSITION STRIP SCALE: 6"=1'-O" Notes: Revkdons: Seat WACHOVIA VP * 0 40 at 0# E L E M E N T 6 ARCHITECTS "INTERIOR DESIGNERS Tampa Office The Edgewater Building 600 South Magnolia Avenue Suite 150 Tampa, Florida 33606 Phone M3) 3) 251-0565 Fox 251-0567 Miami Office 1699 Coral Way suite 503 Miami, Florida 33145 Phone 305 858-5858 Fax 305 858-5850 RM� stab Lb*AA000E841 WACHOVK - ZEPWR COI�AON'S US ROUTE = and KOSM RD ZEPHYRHLI , FLORDA AIII600`8T0000-80E E FRY Drnod big N*JDatt 02-OS o F1 PROJ NO. 01-011 Dra "I q Tftffi0dWftW w,� by JP FNSH AND FURNNTURE PLAN SCALE: AS NOTED L--------------- L--------------J PLAN NORTH MERCHANDISING PLAN --------------- -------------- -------------- --------------- ---------- I ❑ ❑ 0 o I I I . I I I i O O I I I _ I O O I O O I I I ------------ I I I O O I I I I ❑ ❑ I I I O O O O I -------------$- -------------- -------------- -------------�- ---------J BRANDING/MERCHANDISING SCHEDULE Fixture Quantity Remarks 1.0 Standalone RCM and/or... 1.1 Wall Mount RC & IC (Set) 1 SET 1.2 Vertical Frame 53x30 1.3 lExpress Transaction Box 1 1.4 NOT USED 1.5 NOT USED 1.6 Check Desk Frame 36x30 1 1.7 Square Frame 72x72 1 1.8 Horizontal Frame 96x36 2 1.9 Teller Queue Fixture 2 1.10 Drive -up Banners (DECK or POLE) 4 1.11 IPlasma Screen Backer 5102 1.12 Small Horizontal Frame 1 1.13 Round promo table NOT SHOWN ON F2 SHEET 1.14 Tablecloth NOT SHOWN ON F2 SHEET 1.15 Drawing Box NOT SHOWN ON F2 SHEET 1.16 Interior Office Graphic 5 1.17 Promoter Fixture 1 1.18 CA Resource Center Branding 2.0 1Int. Welcome to Wachovia 1 2.1 Wall Logo 42 (or ... 1 2.2 Secure 72 X 72" Graphic (Shower Door) 2.3 Custom Pulse Band 2.4 Storefront Vinyl Graphics 2.5 Glass Teller Wall Graphics 2.6 Interior Brand Banners 2.7 Office Privacy Frosting 10 2.8 Full Privacy Frosting 1 SET Regulatory/Operational 3.0 Safety Banding 3.1 Desk Nameplate 1 3.2 Cutover Set)* 6 3.3 Office ID 5 3.4 Room ID 3.41 Women's ADA 1 3.42 Men's ADA 1 3.43 Unisex ADA 3.44 ADA Accessible - Tactile 2 3.45 Emer Exit Only/Alarmed 1 3.46 Other detail 3.47 CA Womens ADA 3.48 CA Mens ADA 3.49 CA Unisex ADA 3.5 Mandatory Frame 1 3.51 CA Fair Lending 3.52 CA Foreign Language 3.6 Wall Info. Holder 1 PLACED INSIDE EVERY JANITOR CLOSET 3.7 Sales Ofc Kit** 5 3.8 Alternate Transportation Board 1 Used at each site, not in main traffic area 3.9 Next Teller Please NOT SHOWN ON F2 SHEET 3.10 Checkdesk Pens 2 SETS 3.11 Cork/Whiteboard 1 3.12 Tack Board (cloth) 2 3.13 CA Exit Signage 3.13.1 CA Transom Vinyl 3.13.2 CA Exit Signage 3.13.3 CA Tactile "EXIT" 3.13.4 CA Tactile "EXIT STAIR DOWN" 3.13.5 CA Tactile "EXIT RAMP DOWN" 3.13.6 CA Tactile "EXIT STAIR UP" 3.13.7 CA Tactile "EXIT RAMP UP" 3.13.8 CA Tactile "EXIT ROUTE" 3.13.9 CA Tactile "TO EXIT" 3.14 Calender 1 2 3.15 Alarm Vault Sticker 1 PLACED ON EACH STANDARD CHECK DESK Electronic 4.0 23" LCD TV 2 4.1 NOT USED 4.2 50 Plasma (requires 1.11, above) 4.3 NOT USED Coming Soon/Now Open KOP 5.0 Annoucement Package NOT SHOWN ON F2 SHEET 5.01 Standalone Construction CS Sign NOT SHOWN ON F2 SHEET 5.02 Vinyl CS Window Graphics (See #) NOT SHOWN ON F2 SHEET 5.03 CS NO Banner Set See D NOT SHOWN ON F2 SHEET 5.04 A -Frame NOT SHOWN ON F2 SHEET 5.05 NOT USED NOT SHOWN ON F2 SHEET 5.06 NOT USED NOT SHOWN ON F2 SHEET Exterior Facing Signage 6.0 Hours Signage 6.01 Hours Banding 2 6.02 Drive -up Banding 1 6.03 Custom Hours Plaque 6.04 Welcome to Wachovio Exterior Facing Signage 7.0 ADA Accessibility --Vinyl 1 7.1 Address Letters -- 8" 1 * Cutover Set includes (at each teller station) an 1)FDIC, 2)Cutover time, 3) Funds Availability, 4)Check Cashing/Thumbprint & 5)APTM insert ** Sales Office Kit includes (in each Lic Ofc) a 1)SiPC sign, 2)Desktop Disclosure Holder, 3)Not-FDIC insured Sticker & 4)ASI mouned disclosure sign (and in CA only, a Married Desktop Disclosure) # Includes initial white out vinyl graphics and Coming Soon/Now Open letters on glass D Includes 4 banners (or as indicated) for Coming Soon and Now Open, along with current std extras Notes: Revisions: I%ak Ndwka KOOK AlA. Arclrtect Llcansa *AR12480 comeants: WACHOVIA 10 Mona, ,40 40 '�` ■ E L E M E N T S ARCHITECTS • INTERIOR DESIGNERS Tampa Office The Edgewater Building 600 South Magnolia Avenue Suite 150 Tampa, Florida 33606 Phone (813) 251-0565 Fax (813) 251-0567 Miami Office 1699 Coral Way suite 503 Miami, Florida 33145 Phone (305) 858-5858 Fax (305) 858-5850 11111111�Nt1: fts% Ub MA00011111841 WACHOVK - ZEPH" ON3 PARCEL 6 US ROUTE 3M and KOSSK RD ZEPHYF&IJA FLORDA 4WD-sTUODO- E ENTRY Drawlnp N0JDati 02A6M F2 PROJ NO. 01-011 DrawkV T■e/8oni&Uvwn by 1P NERCHAPDOM PLAN SCALE: AS NOTED Notes: GENERAL CONDITION AND STATEMENTS 1. THESE NOTES SHALL APPLY UNLESS OTHERWISE INDICATED BY DRAWINGS OR SPECIFICATIONS. 2. STRUCTURAL DRAWINGS INDICATE TYPICAL AND CERTAIN SPECIFIC CONDITIONS ONLY. SHOP DRAWINGS SHALL DETAIL ALL CONDITIONS IN ACCORDANCE WITH SPECIFIED STANDARDS AND THE SPECIFIC REQUIREMENTS OF THIS PROJECT AS INDICATED ON THE DRAWINGS. 3. SUBMIT SHOP DRAWINGS ON ALL MATERIALS FOR APPROVAL BEFORE FABRICATION. CONTRACTOR SHALL REVIEW, APPROVE AND SIGN EACH SHEET PRIOR TO SUBMISSION. 4. THE STRUCTURE SHOWN ON THESE DRAWINGS IS STRUCTURALLY SOUND ONLY IN ITS COMPLETED FORM. THE CONTRACTOR SHALL TEMPORARILY BRACE ALL EARTH, FORMS, CONCRETE, STEEL, WOOD, MASONRY, TO RESIST GRAVITY, EARTH, WIND, SEISMIC AND CONSTRUCTION LOADS DURING CONSTRUCTION. 5. WHERE A DETAIL, TYPICAL DETAIL, SECTION, TYPICAL SECTION OR AS NOTED IS SHOWN FOR ONE CONDITION, IT SHALL APPLY FOR ALL LIKE OR SIMILAR CONDITIONS UNLESS OTHERWISE NOTED. 6. DESIGN CODES AND STANDARD SPECIFICATIONS: BUILDING CODE 2004 FLORIDA BUILDING CODE WITH 2O05 AND 2006 SUPPLEMENTS STEEL STRUCTURE AISC LOAD RESISTANCE AND FACTOR DESIGN SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS THIRD EDITION CONCRETE ACI 318-02 BUILDING CODE FOR STRUCTURAL CONCRETE SPECIALTY ENGINEER REQUIREMENTS 1. THE FLORIDA STATE BOARD OF PROFESSIONAL ENGINEERS HAS ISSUED STATEMENTS ON RESPONSIBILITIES OF PROFESSIONAL ENGINEERS, PURSUANT TO RULE 61G15-30.005. 2. CERTAIN COMPONENTS OF THE STRUCTURE REQUIRE THE WORK OF A SPECIALTY ENGINEER FOR THE DESIGN OF THOSE COMPONENTS. ALL PROCEDURES STATED IN THE STATEMENTS SHALL APPLY TO THIS PROJECT. 3. PRE-ENGINEERED WALL AND ROOF PANELS SHALL BE DESIGNED, DETAILED, AND ENGINEERED BY THE PANEL MANUFACTURER AND FABRICATOR. SHOP DRAWINGS SHALL BE SUBMITTED FOR REVIEW AND MUST BE SIGNED AND SEALED BY A REGISTERED ENGINEER IN THE STATE OF FLORIDA. 4. AWNING AND CANOPY ASSEMBLIES AND THEIR SUPPORT CONNECTIONS SHALL BE DESIGNED BY THE FABRICATOR'S SPECIALTY ENGINEER. SHOP DRAWINGS SHALL BE SUBMITTED FOR REVIEW AND MUST BE SIGNED AND SEALED BY A REGISTERED ENGINEER IN THE STATE OF FLORIDA. DESIGN LOADS SHALL MEET THE MINIMUM REQUIREMENTS OF THE GOVERNING BUILDING CODE. SOILS 1. FOUNDATION DESIGN OF FOOTINGS BASED ON 2500 PSF (ASSUMED) SOIL BEARING. 2. COMPACT ALL MATERIALS SUPPORTING SLAB ON GRADE OR FOOTINGS TO 95% (100% FOR TOP 1 FOOT) OF MAXIMUM DENSITY BY STANDARD PROCTOR (ASTM D-698). SOILS TESTING LABORATORY SHALL CONDUCT COMPACTION TESTS ON ALL STRUCTURAL FILL MATERIAL. CONCRETE 1. MIX DESIGNS FOR EACH TYPE OF CONCRETE SPECIFIED SHALL BE SUBMITTED FOR APPROVAL. ADMIXTURES, CURING COMPOUNDS AND HARDENERS WHICH ARE INTENDED FOR USE ARE TO BE SUBMITTED FOR APPROVAL. 2. TESTING LABORATORY SHALL SAMPLE AND TEST CONCRETE AS FOLLOWS: 2. SAMPLING: GENERAL: IN ACCORDANCE WITH ASTM C31. NO.: 4 CYLINDERS FOR EACH 50 CUBIC YARDS, 5000 SQUARE FEET OF SURFACE AREA, OR EACH PLACEMENT OF EACH MIX DESIGN OF CONCRETE PLACED IN ANY ONE DAY. DESIGNATION: LABEL EACH CYLINDER IN EACH SET OF 4 CYLINDERS WITH AN ALPHA -NUMERIC DESIGNATION, E.G., THE FIRST SET SHALL BE NUMBERED 1A, 19, 1 C, AND 1 D. TESTING: SLUMP: IN ACCORDANCE WITH ASTM C 143, TO BE TAKEN WHEN EACH SET OF CYLINDERS IS MADE. AIR CONTENT: SEE SPECIFICATIONS. COMPRESSIVE STRENGTH: IN ACCORDANCE WITH ASTM C 39. BREAK ONE CYLINDER AT 7 DAYS, 2 AT 28 DAYS, AND HOLD ONE IN RESERVE. EACH PAIR OF BREAKS FROM EACH SET OF CYLINDERS WILL BE CONSIDERED ONE TEST. TEST REPORTS SHALL BE AVAILABLE AT JOBSITE. 3. CONCRETE FOR FOOTINGS AND INTERIOR SLAB ON GRADE SHALL BE NORMAL WEIGHT (145 PCF) WITH A 28 DAY COMPRESSIVE STRENGTH OF 3,000 PSI. 4. CONCRETE WORK SHALL CONFORM TO ACI 318 (REINF. CONCRETE) AND/OR 318.1 (PLAIN CONCRETE). 5. REINFORCING BARS SHALL CONFORM WITH ASTM A 615. BARS WELDED TO STRUCTURAL STEEL SHALL CONFORM TO ASTM A706. ALL BARS SHALL BE GRADE 60. PROVIDE CORNER BARS AT ALL GRADE BEAM CORNERS. LAP ALL REINFORCING 48 BAR DIAMETERS AT SPLICES. 6. CONTROL JOINTS FOR SLAB ON GRADE SHALL BE LOCATED AS SHOWN ON PLAN. JOINTS SHALL BE FORMED USING SAW CUTS 1/8" WIDE (MAX.) BY T/4 DEEP. SAW CUT WITHIN 12 HOURS AFTER POURING. JOINTS SHALL BE FILLED WITH SEMI -RIGID EPDXY JOINT FILLER - SEE SPECIFICATIONS. 7. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-82 AND A-185. PROVIDE ALL MATERIAL IN SHEETS. LAP ONE SQUARE + 2" AT ALL SPLICES. 8. FIBER REINFORCEMENT TO BE NOVAMESH 850 BLEND OF STEEL AND POLYPROPYLENE FIBERS AS MANUFACTURED BY SI CONCRETE SYSTEMS. QUANTITY OF FIBERS: ONE 24 POUND BAG OF NOVAMESH 850 FIBERS PER CUBIC YARD OF CONCRETE. STEEL 4. STRUCTURAL STEEL DETAILING, FABRICATION, AND ERECTION TO BE IN ACCORDANCE WITH THE "LOAD AND RESISTANCE FACTOR DESIGN SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS" OF THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STEEL WIDE FLANGE SHAPES SHALL CONFORM TO ASTM A572 OR A992 GRADE 50. STEEL ANGLES, PLATES AND CHANNELS SHALL CONFORM TO ASTM A36 TUBES TO BE ASTM A-500 GRADE B. ANCHOR RODS SHALL CONFORM TO ASTM F1554 GRADE 36. 2. SUBMIT SHOP DRAWINGS FOR FABRICATION AND ERECTION OF ALL STEEL MEMBERS IN ACCORDANCE WITH AISC STANDARDS NOTED ABOVE. SHOP DRAWINGS SHALL GIVE COMPLETE WELDING INFORMATION, BOTH SHOP AND FIELD, USING AWS SYMBOLS. WELDING ELECTRODES SHALL CONFORM TO AWS A5.1 OR A5.5 E-70XX. UNLESS NOTED OTHERWISE ON DRAWINGS CONNECTIONS ARE TO BE MADE WITH 3/4" DIA. A325 TYPE N BOLTS. 3. STRUCTURAL STEEL CONNECTIONS SHALL BE DETAILED BASED ON THE INFORMATION PROVIDED IN THE CONTRACT DOCUMENTS. ALL LOADS INDICATED ARE FACTORED REACTIONS. 3.1 WHERE NO VERTICAL REACTION IS INDICATED THE CONNECTION IS TO BE DESIGNED TO SUPPORT A MINIMUM VERTICAL FACTORED REACTION OF 15 KIPS. 3.2 STRUCTURAL STEEL CONNECTIONS NOT SPECIFICALLY DETAILED ON THE STRUCTURAL 3.2 DRAWINGS SHALL BE DESIGNED BY THE CONTRACTOR. THIS DESIGN SERVICE SHALL BE INCLUDED IN THE CONTRACTOR'S SCOPE OF SERVICES. SHOP DRAWINGS FOR BRACING CONNECTIONS, COLLECTOR ELEMENT CONNECTIONS WHERE AXIAL FORCES ARE INDICATED, AND MOMENT CONNECTIONS SHALL BE SEALED BY A PROFESSIONAL ENGINEER LICENSED IN THE PROJECT STATE WHO IS RESPONSIBLE FOR THE CONNECTION DESIGN. SUBMIT SHOP DRAWINGS FOR STEEL CONNECTIONS WITH PROFESSIONAL ENGINEER'S SEAL TO THE BUILDING OFFICIAL. 4. MECHANICAL FASTENER NOTES: 4.1 WEDGE ANCHORS SHALL BE INSTALLED WITH A MINIMUM EMBEDMENT OF 6 X ANCHOR DIAMETER. WEDGE ANCHORS SHALL BE FORMED FROM STEEL CONFORMING TO ASTM A510 AND SHALL DEVELOP ALLOWABLE DESIGN FORCES EQUAL TO OR GREATER THAN HILTI KWIK BOLT II. WEDGE ANCHORS INSTALLED IN CMU SHALL BE INSTALLED IN CELLS FILLED WITH GROUT. GROUT SHALL EXTEND A MINIMUM OF 4' ALL SIDES OF ANCHOR. 4.2 EPDXY ANCHORS SHALL BE INSTALLED WITH A MINIMUM EMBEDMENT OF 8 X ANCHOR DIAMETER. ANCHOR RODS SHALL BE ASTM A36 THREADED ROD. INSTALLED ANCHORS SHALL DEVELOP ALLOWABLE DESIGN FORCES EQUAL TO OR GREATER THAN HILTI HY 150. HOLES SHALL BE CLEANED AND ANCHORS INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. LIGHT GAGE METAL FRAMING 1. COLD FORMED METAL STUDS SHALL BE MANUFACTURED IN ACCORDANCE WITH THE STANDARDS OF THE STEEL STUD MANUFACTURERS ASSOCIATION. STUDS SHALL BE MANUFACTURED FROM STEEL CONFORMING TO ASTM A653 WITH A MINIMUM YIELD STRENGTH OF 50 KSI. WOOD FRAMING 1. ALL TIMBER CONNECTORS SHALL BE SIMPSON "STRONG -TIE" (OR EQUIVALENT - SUBMIT FOR APPROVAL). CONNECTORS SHALL BE INSTALLED WITH QUANTITY AND SIZE OF FASTENERS FASTENERS IN ACCORDANCE WITH MANUFACTURERS REQUIREMENTS. CONNECTORS INSTALLED IN CONTACT WITH PRESSURE TREATED WOOD SHALL HAVE SIMPSON ZMAX GALVANIZED COATING ( G185 HDG PER ASTM A653 ). FASTENERS USED IN CONNECTORS WITH PRESSURE TREATED WOOD SHALL BE HOT DIPPED GALVANIZED. 2. ALL FRAMED LUMBER SHALL BE SOUTHERN PINE GRADE NO. 2 (SURFACED AT 19% MOISTURE CONTENT) OR BETTER. ALL TIMBER IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED. 3. ALL FASTENERS IN CONTACT WITH PRESSURE TREATED WOOD INCLUDING ANCHOR BOLTS, WASHERS AND NAILS SHALL BE HOT DIPPED GALVANIZED. AGRI-PANEL WALL AND ROOF PANELS 1. LOAD BEARING AGRI-PANEL WALL AND ROOF PANELS SHALL BE AS MANUFACTURED BY AGRIBOARD INDUSTRIES. 2. PANELS SHALL BE 7 7/8" THICK WITH A WEIGHT OF 14 PSF. PANEL SHEATHING SHALL BE 7/16" OSB. PANEL PERIMETER AND ADDED PROFILE BOARDS SHALL BE 3 1/2" x 7" TIMBERSTRAND LSL AS MANUFACTURED BY TRUS JOIST. 3. WALL AND ROOF OPENINGS SHALL BE FACTORY CUT WITH SUPPLEMENTAL TIMBERSTRAND MEMBERS INSTALLED IN THE PANELS AT TIME OF FABRICATION AS REQUIRED BY AGRIBOARD AGRIBOARD INDUSTRIES TO SUPPORT ALL VERTICAL, SHEAR AND LATERAL LOADS. 4. AGRI-PANEL INSTALLATION SHALL BE PERFORMED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDED PANEL INSTALLATION PROCEDURES. 5. INSPECTION OF APPLICATION OF GLUE TO THE KEYWAYS SHALL BE PERFORMED FOR ALL PANEL JOINTS BY AN INDEPENDENT TESTING LABORATORY. 6. AGRIBOARD ROOF PANELS SHALL BE ENGINEERED TO SUPPORT ALL HVAC EQUIPMENT, WIND UPLIFT LOADS AND LATERAL DIAPHRAGM LOADS. COORDINATE WITH ARCHITECTURAL AND MECHANICAL DRAWINGS FOR ALL ROOF MOUNTED EQUIPMENT LOCATIONS. 7. AGRIBOARD WALL PANELS SHALL BE ENGINEERED TO SUPPORT VERTICAL, SHEAR AND OUT OF PLANE (TRANSVERSE) LOADS. TIMBERSTRAND AND OR 2x LUMBER REINFORCEMENT" SHALL BE LOCATED AROUND OPENING AND AS REQUIRED FOR ALL CODE REQUIRED LOADS. 8. SUBBIT SIGNED AND SEALED SHOP DRAWINGS AND CALCULATIONS FOR ALL AGRI-PANEL ROOF AND WALL PANELS FOR REVIEW PRIOR TO FABRICATION. INDICATE ALL OPENING DIMENSIONS AND TIMBERSTRAND REINFORCEMENT AT OPENINGS. INDICATE ALL CONNECTION DETAILS INCLUDING GLUE LOACATIONS AND QUANTITIES AND ALL MECHANICAL FASTENERS. INDICATE ALL CONNECTIONS OF AGRI-PANELS TO SUPPORTING CONCRETE,WOOD AND STEEL STRUCTURE. DESIGN LOADS: ROOF DEAD LOAD ROOFING AGRI-PANEL SUSPENDED TOTAL DEAD LOAD LIVE LOAD WIND LOAD: WIND SPEED WIND IMPORTANCE FACTOR WIND EXPOSURE WIND BASE SHEAR WALL COMPONENT DESIGN WIND PRESSURE 0 H=13'-O' 2 PSF 14 PSF 6 PSF 22 PSF 20 PSF 110 MPH IW = 1.0 C Vx = 15.2k Vy = 10.9k WIND AREA (FT ) 2 ZONE PRESSURE (PSF) ZONE PRESSURE (PSF) 0 - 20 FT 2 4 +28.7 - 31.1 5 + 28.7 - 38.3 21 50 FT 2 4 +27.4 -29.8 5 +27.4 -35.6 2 51 - 100 FT 4 + 25.7 - 28.1 5 + 25.7 - 32.3 2 101 - 150 FT 4 + 24.5 - 26.9 5 + 24.5 - 29.8 151 - 200 FT 2 4 + 23.7 - 26.1 5 + 23.7 - 28.3 > 200 FT 2 4 + 23.2 - 25.6 5 + 23.3 - 27.3 WALL LENGTH 5-0- 5'-0" LnI ILn WIc� z ZONE 4 z l 0 0 I ►�I NI J 3 WALL COMPONENT DIAGRAM VERTICAL JOINT 4-" R4 STAR HEAD SCREWS - C. MAXIMUM PLACED 1%" M4" ) OF PANEL ANGLED ® 15'. M 6" O.C. EACH SIDE OF WALL IY PANEL MANUF'R.) rwniovnnu nu -APPLY" GLUE BEAD 3 SIDES OF KEY TO EACH PANEL AND FASTEN WITH 12/14 x 4-" R4 STAR HEAD SCREW THROUGH KEY AT 12" O.C. MAXIMUM (DESIGN BY PANEL MANUF'R.) NQM MINIMUM CONNECTION SHOWN. PANEL MFR. SHALL VERIFY CONNECTION WITH DIAPHRAGM LOADING GR-PANEL JOINT PLAN DETAIL SCALE: 1" = 1'-0" COUNTERSINK BOLT Hr-"", OVER TIMBERSTRAND HSS ViJi CAP PL ) "%4%0'-9><i' W/ (2) X"0 THRU B( 0 SIM. ROTATE 90' HSS 4X4 CAP PL 72"xWxO'-1( W/ (2) X"0 THRU BC_ _ 0 SIM ROTATE 90' CORNER JOINT SIMPSON TP311 - (3) LOCATIONS MINIMUM AT TOP, MID -HEIGHT AND BOTTOM OF WALL (SEE AGRIBOARD SHOP DWGS FOR ACTUAL NUMBER OF CONNECTORS) )F PANEL UF'R IPES W/ ROOF N SEE PLAN SECTION - COLUMN CAP SCALE: 1" = 1'-0" SIMPSON MSTC28 - CENTER ON PANEL J1 VERTICAL PANEL JOINT I Go I 12/14 x 4," R4 STAR HEAD SCREWS 0 12" O.C. MAXIMUM PLACED 1%" M4" FROM END OF PANEL ANGLED 0 15'. STAGGER ® 6" O.C. EACH SIDE OF WALL (DESIGN BY PANEL MANUF'R.) AGRIBOARD KEY - APPLY )6" GLUE BEAD 3 SIDES OF KEY TO EACH PANEL AND FASTEN WITH 12/14 x 4W R4 STAR HEAD SCREW THROUGH KEY AT 12" O.C. MAXIMUM (DESIGN BY PANEL MANUF'R.) NOTE: MINIMUM CONNECTION SHOWN. PANEL MFR. SHALL VERIFY CONNECTION WITH DIAPHRAGM LOADING AGRI-PANEL HORIZONTAL ROOF PANEL JOINT PLAN -DETAIL SCALE: 1" = 1'-0" 2 SEE ARCH s' T.O. PARAPET (3) 10d NAILS PER - CONNECTION 2x4 STUDS AT 16" O.C. 2x4 BOTTOM PLATE RIP TO SLOPE, NAIL TO ROOF PANEL W/ 16d NAILS AT 8" O.C. LTP5 BY SIMPSON AT EVERY THIRD STUD, CENTER OVER TOP OF ROOF PANEL SEE PLAN PANEL BRG. ELEV. 3(6" STRUCTURAL GRADE 1 PLYWOOD WALL SHEATHING. ATTACH TO WALL MEMBERS W/ 8d NAILS 0 6" O.C. EDGES AND 12" O.C. INTERMEDIATE. LAYOUT STAGGERED AND PERPENDICULAR TO WALL MEMBERS 5/8" STRUCTURAL GRADE 1 PLYWOOD ROOF DECK. ATTACH TO ROOF MEMBERS W/ 8d RING SHANK NAILS 0 4" O.C. EDGES AND 6" O.C. INTERMEDIATE. LAYOUT STAGGERED AND PERPENDICULAR TO ROOF MEMBERS 2x4 KICKER AT 16" O.C. 1� 1 (2) 1Od TOE NAILS PER CONNECTION H2.5 BY SIMPSON AT EVERY OTHER 2x4 AGRIBOARD ROOF PANEL CONNECTION BY PANEL MFR. MINIMUM V0 x 11" LONG LAG SCREWS 0 24" O.C. CONT. (2) 2x6 TOP AND BOTTOM W/ V0 THRU-BOLTS W/ WASHERS AND DOUBLE NUT AT 24" O.C. (RIP TOP PLATES TO LOAD BEARING AGRIBOARD WALL PANEL AGRI-PANEL ROOF PANEL AND PARAPET LOAD BEARING WALL SECTION DETAIL SCALE: 1" = 1'-0" 3 s� 12/14 x 4," R4 STAR HEAD SCRE 0 12" O.C. PLACED 1%" iV FR01 END OF PANEL ANGLED 0 15% STAGGER ® 6" O.C. EACH SIDE OF AGRI-PANEL JOINT ""r' ROOF L VERTICAL IT AGRIBOARD KEY APPLY ) GLUE Blru, 3 SIDES OF KEY TO EACH PANEL ►ttt;:.���;n��l PANEL Revisions: Seal: W"Ap -71111141 Consultants: DESIGN PANEL FOR ADDITIONAL 165 PLF WIND LOAD IN EACH D E C A R O W I L L S O N DIRECTION STRUCTURAL ENGINEERS 1 725 E. 5TH AVENUE, TAMPA, FLORIDA 33605 PHONE (81 3) 24B-8080 FAX (81 3) 248-8081 CERTIFICATE OF AUTHORIZATION # 25B96 J❑HN L. DECAR❑, P.E. No. 56031 1BOARD KEY TO HSS COL POWER ACTUATED FASTENERS 00 1 740 ♦ • .E L E M E N T 6 I♦ %I 1 ARCHITECTS -INTERIOR DESIGNERS Tampa Office The Edgewater Building 600 South Magnolia Avenue Suite 150 Tampa, Florida 33606 Phone �813 813) 251-0565 Fox 251-0567 Miami Office 1699 Coral Way suite 503 Miami, Florida 33145 Phone 305 858-5858 Fax (305) 858-5850 ELEMENTS State License eAA0002341 WACHOVIA - ZEPHYR COMMONS PARCEL 6 US ROUTE 301 ZEPHYRHILLS, FLORIDA Drawing No./Date 11-26-08 S1 01-011 Drawing Title/Scale/Drawn by GENERAL NOTES & TYPICAL DETAILS SCALE: AS NOTED SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" FOR PERMIT 12/01/08 . . AGRI-PANEL VERTICAL JOINT DETAIL HSS COLUMN. 56'-8" Notes: 2'-0" 13'-8" 2'-8" 1'-0' 3'-4- M.O. 4'-0" 6'-0" M.O. 3'-0" 2'-8" 13'-8" 4'-8" 1' -2 14'-1 18'-101¢" -2" 14'-4," SW_1944 e. -7 " L T F5.0 F5.0 Revisions: I c1 c1 _ - -� _ I 15 I11L L le _ 011 I C3 I , TYP. C3 I V 'I I a 7 ,10 % T I% TYP. 0 EXT ss �` TYP. 0 EXT 9 HSS6x6 HSS4x4 o I : I I C.J. ol I C0 10'-11" - VERIFY SEE 9/S6 FOR FOOTING I W CANOPY , I 736" AGRIBOARD WALL PANELS SCHEDULE TO BE DESIGNED BY PANEL SEE 10/S6 FOR FOOTING I ' I I MANUF'R PER GENERAL NOTES I F5.0 f SCHEDULE F5.0 ON SHEET S1 - C2 I C3 S1- = = J I I _ I L-L C.J. '' 13 - 1 I _ I I I I I II F5.0 I TYP. 0 EXT S' I ss - HSS4x4 - _ o _ J - C2 I � I AHD I I L' I C.J. I I I I I - 8" THICKENED SLAB s UNDER BANK EQUIPMENT I I_ PER 1/S5 s+ I c I I I I �'^^ 1 ,' I F5.0 I I coo , 2-0 ' I r I I IJ I I I C.J. co I M 8 I - I I _ M C, J I I I N C2 F6.0 I I C> GU U U U I I I 8' THICKENED SLAB I I UNDER BANK EQUIPMENT PER 1/S5 I 0 C.J. o TYPICAL CONTROL JOINT. I F5.0 I I I SEE DETAIL 1 /S4. ATM C3 CN COORDINATE LOCATION WITH TILE FLOOR PATTERN. ,o SEE ARCH DRAWINGS I L J I sa I I I F5.0 I - C2 I C.J. 4 - - N I I I I I 9 L - _J 2 �* I _ 2 0 I Go F5.0 :x 3 I 6 - I I I I I 3 - C.J.t0 I � REFER TO 11/S4 Cn I I I AND 12/S4 FOR co `N I 1 L - _ I THICKEN SLAB VAULT I UNDER r„ $4 NOTE: M. CONTRACTOR SHALL VERIFY ' = I I I I ALL VAULT RELATED DIMENSIONS o I I ( WITH VAULT SUPPLIER I ' M 'I 12 00 C.J. I 9 I CN N � 111 � I I I I I II I 111 - I I F5.0 I I I F5.0 C2 C2 3 r `O co_ ' �----_--�_ I C.J. I L------� 2 I -I I I� I I 9 9 _ s+ sa _ I I I a I F5.0 � � TYP. 0 EXT F5.0 U COLUMN DESIGN BY OTHERS (TYP. 4 PLACES) 10 IN7 0 I I L - - J 34'-6" - VERIFY W/ CANOPY SUPPLIER C.J. C.J. C.J. 12 T I 16 I0 0 I L JOINT. SEE 3/S4 TYP. SEE NOTE 4 FOR SLAB ON GRADE INFO. SEE CIVIL FOR T.O. SLAB ON GRADE INFO *v CANOPY FOUNDATION DESIGN - BY CANOPY SUPPLIER. F FTG TOP I 0 S -21-0M BELOW F.F. - TYP. 4 PLACES. (VERIFY FTG DEPTH W/ CIVIL DRAWINGS) 1. SEE GENERAL NOTES AND SPECIFICATIONS FOR ADDITIONAL INFORMATION. 2. TOP OF EXTERIOR FOOTINGS AT ELEVATION 4-4" UNLESS NOTED OTHERWISE. 3. TOP OF INTERIOR FOOTINGS AT ELEVATION -l'-4" UNLESS NOTED OTHERWISE. 4. SLAB ON GRADE AT CANOPY AREA IS 5' THICK NORMAL WEIGHT CONCRETE (f'c = 4500 PSI) REINFORCED WITH WWR 66-W2.942.9. SEE GENERAL NOTES FOR CONCRETE STRENGTH AND MAXIMUM WATER/CEMENT RATIO. 5. SLAB ON GRADE AT BANK IS 4" THICK NORMAL WEIGHT CONCRETE (f'c = 3000 PSI) REINFORCED WITH NOVOMESH I 850. SEE GENERAL NOTES FOR CONCRETE STRENGTH AND MAXIMUM WATER/CEMENT RATIO. 6. SLAB ON GRADE TO BE PLACED ON 10 MIL VAPOR BARRIER PER SPECIFICATIONS. 7. REFER TO THE GEOTECHNICAL REPORT FOR SITE PREPARATION. 8. CONTRACTOR TO VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS AND REPORT ANY DISCREPANCY TO THE ARCHITECT AND ENGINEER. 9. CONTRACTOR TO VERIFY ALL SLAB EDGE DIMENSIONS WITH ARCHITECTURAL DRAWINGS PRIOR TO CONSTRUCTION. 10.CONTRACT DRAWINGS SHALL NOT BE USED FOR SHOP DRAWINGS. 11. REFER TO MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR SLAB PENETRATIONS AND UNDERGROUND UTILITIES. 12.SEE SHEET S1 FOR GENERAL NOTES. 13. SEE SHEET S1 FOR TYPICAL AGRIBOARD PANEL DETAILS. 14. SW _ INDICATES AGRI-BOARD OR WOOD STUD SHEARWALL. SEE SCHEDULE ON 8/S4 FOR DESIGN FORCES. 15. PROVIDE THICKENED SLAB WITH ADDITIONAL REINFORCEMENT PER DETAIL 4/S5 AT INTERIOR NON -LOAD BEARING WALLS. SEE ARCHITECTURAL DRAWINGS FOR WALL LOCATIONS. I 16.SEE ARCHITECTURAL DRAWINGS FOR EXTENT AND DIMENSIONS OF RAISED OR DEPRESSED SLAB AREAS, SLOPES AND DRAINS 17. PROVIDE 2-#4 X 4'-0" ADDITIONAL SLAB REINFORCEMENT AT ALL RE-ENTRANT CORNERS. i r,----,.FOUNDA.TION AND SLAB ON GRADE NOTES SCALE: N.T.S. I 0 I I I I 0 I J I W W J d a Li 0 3 Li I 0 0I ail Consultants: DECAROWILLSON STRUCTURAL ENGINEERS 1 725 E. 5TH AVENUE, TAMPA, FLORIDA 33605 PHONE 181 3) 248-8080 FAx (81 3) 248-8081 CERTIFICATE of AUTHORIZATION # 25896 JOHN L. DECARO, P.E. NO. 56031 MIA E L E M E N T 6 ARCHITECTS -INTERIOR DESIGNERS Tampa Office The Edgewater Building 600 South Magnolia Avenue Suite 150 Tampa, Florida 33606 Phone �813 813) 251-0565 Fox 251-0567 Miami Office 1699 Coral Way suite 503 Miami, Florida 33145 Phone (305) 858-5858 Fox (305) 858-5850 ELEMENTS State License *AA0002941 WACHOVIA - ZEPHYR COMMONS PARCEL 6 US ROUTE 301 C1 HSS6x6 C1 NOTE: I ZEPHYRHILLS, FLORIDA 5" EMBED HOT DIPPED GALVANIZED Drawing No./Date 11-26-08 I SIMPSON STHD14 IN TURNED DOWN I I SLAB AT EACH CORNER, END OF SW-2 4 SW -2 I EACH PANEL WITHIN SHEARWALLS AND ON EACH SIDE OF HSS COLUMN 13'-8" '-8 2'-0" 6'-0" M.O. '-4" 6'-0" M.O. 2'-0" '-8 13'-8" PER 6, 7 AND 8/S5 In 1 1'-2'y4" 94 13'-9%" W 11 18'-14h" 11-2" 13'-7%' , N I I 0-11 - 0,1 Drawing Title/Scale/Drawn by 50'-0" I FOUNDATION AND SLAB ON GRADE PLAN FOUNDATION SCALE: 1/4" = 1'-0" AND SLAB PLAN _ A B C D E F G H J SCALE: AS NOTED FOR PERMIT 12/01/08 49'-1 Notes: 13'-8" 21'-9>¢° 13'-8" SW-1 SW-1 6'-0" 6'-0" 4'-0(6" TOP OF HSS6X6 = UNDERSIDE OF GIRT PROVIDE CAP PL h"xWxW WELD GIRT � 3 12 3 TO PL W/ Y," WELD EACH SIDE, TYP. s, I ss HSS 12x8 6 GIRT se I OFFSET 1i SEE 12 S5 s %IV-" _ _ _ _ S, Revisions: � I I14 / / SIM ® SIM 3 co EXT. COL. 4 EXT. COL. 4 co I / s, I s, / NOTES: PROVIDE (2) 2x8 JACK STUDS RIPPED TO 7" WITHIN END / o a< W14z22 R18 ROOF HATCH. SEE ARCH. FOR M ® DIMENSIONS. PROVIDE PROFILE MECH. OPENING BOARDS AROUND OPENING IN 0 I 2'-0"x2'-O" ROOF PANEL I ROOF PANEL w OPENING W/ 2x BOARDS OR m ,�, PROFILE BOARDS EACH SIDE BY z 11Y" AGRIBOARD. TYPICAL U.N.O. a � �o 3'-2" 4'_ N ROOF DRAIN. 3,- . SEE ARCH 3 00 s, W12x19 R18 x Ilk— w8x10 I 3I W8x1b to ^ I X 2° I 3 " 3 P. t0 I x W12x19 R18 0 I — N FRTU-1 RTU-2 0 LBS 950 LBS � / I N • I I � I �1 / I 2'-0"x2'-0" ROOF PANIEL 3:: 2'-0- 3 -5Y a' OPENING W/ 2x BOARDS OR is 3 PROFILE BOARDS EACH SIDE BY `� s TYP 0 / 5 4 AGRIBOARD. TYPICAL U.N.O. PARAPET / 4 0 INT. COL. se s, I —N — I W14x22 R18 7 -- —------- -r-- W�x`19 R18S " — o 1'-4"x2'-4" ROOF PANEL PROFILE BOARD I 1 �, SEE 5/S6 I I vlo OPENING W/ 2X BOARDS OR _ PROFILE BOARDS EACH SIDE BY C AGRIBOARD. L C" co SATELLITE DISH. I 3 I I `� SEE ARCH. c0 s v � N � + " 'G 4x4 PRESSURE TREATED o ' BRACE AT T/AGRIBOARD 0 ° PANEL. SEE 5/S6 0 0 rn I = 3 x to 12 3 ss 0 GIRT W12x19 R18 — — — CAP PL TO BE 1�"x4"x91¢" W/ — — _MZ1 (4W"0 BOLTS. PROVIDE %" STIFF. I W8x10 PL AT EACH SIDE OF BEAM WEB _o o OVER COLUMN. TYP. , x Go N s6 EXTEND BEAM 8" PAST "' i 0 PARAPET COL. CL EACH END W12x19 R18 4 — � — " W12x19 R18 I — RTU-3 -- ----- ------ 950 LBS 4 (VERIFY W/IMECH)T r 5 NIV G.C. TO VERIFY ALL BEAM DIMENSIONS AROUND RTU'S W/ RTU CUT SHEETS PROFILE BOARD PRIOR TO FABRICATION 4 S6 d' I SEE 5/S6 I I 3 / 3'-5Y" 3 I 0 SLR I r I I 0 4 � I o W + W14x22 R15 �I M o m � N ROOF DRAIN. o SEE ARCH to m I t I 1 3 I °_° t CN N I I I I i 10 � 2'-0"x2'-o" ROOF PANEL OPENI S OR PROFILE BOARDS EACHSIDEBY AGRIBOARD. TYPICAL U.N.O. SIM 0 SIM 0 4 EXT. COL. c� 4 EXT. COL. s, 3 S, co — — _— — — � W14x22 R18 I / / / / / / / / / / I� / / / / / / / / / o�o o' -'s -- 0 PARAPET I I I I HSS 12x8 61 GIRT I 4- OFFSET % . E 12/S5 12 3 0� 00 0 x 00 3 AGRIBOARD PANEL FOR L1 LINTEL SCHEDULE SCALE: N.T.S. I I I I I I CANOPY DESIGN I BY OTHERS I I I I I I I I I I J I I (4) 2x12 WITH PLYWOOD SPACER LINTEL. BEAR ON (2) 2x8 JACK STUDS WITHIN AGRIBOARD PANEL PER 2/S6 :L SECTION LINTEL SCHEDULE (SEE ARCH. DWGS FOR OPENING DIMENSIONS AND LOCATIONS) MARK OPENING WIDTH FOR EACH 4" WALL THICKNESS TYPE MIN. MAX. LINTEL L1 10'-1" 13'-8" (4) 2x12+PLYWOOD SPACER SEE 6/S3 NOTES: CONNECTIONS AND ROOF PANELS SHALL BE DESIGNED FOR NET UPLIFT LOADS GLEN. ROOF UPLIFT LOAD PLAN SCALE: N.T.S. 11������ Consultants: 01 DECAR13WILLS13N STRUCTURAL ENGINEERS 1 725 E. 5TH AVENUE, TAMPA, FLORIDA 33605 PHONE (81 3) 248-8080 FAx (81 3) 248-8081 CERTIFICATE OF AUTHORIZATION # 25896 JOHN L. DECARO, P.E. Na. 56031 10 1 � •set I E L E M E N T 6 'ttt■` ■ 1' ARCHITECTS -INTERIOR DESIGNERS Tampa Office The Edgewater Building 600 South Magnolia Avenue Suite 150 Tampa, Florida 33606 Phone �813 813) 251-0565 Fax 251-0567 Miami Office 1699 Coral Way suite 503 Miami, Florida 33145 Phone (305) 858-5858 Fax (305) 858-5850 ELEMENTS State License *AA0002841 WACHOVIA - ZEPHYR COMMONS 1 2'-0"x2'-O" ROOF PANEL I N I DRAWINGS AND CALCS FOR APPROVAL I i USROUTE ULL OPENING W/ 2x BOARDS OR I 3. TOP OF STEEL ELEVATION IS REFERENCED FROM FINISH FLOOR EL. = (+O'-O' I US ROUTE01 33 FLORIDA PROFILE BOARDS EACH SIDE BY 4. SEE SHEET S1 FOR TYPICAL AGRI-PANEL DETAILS AGRIBOARD. TYPICAL U.N.O. I 5. AGRIBOARD INDUSTRIES - PROVIDE 3 1/2" X 7" TIMBERSTRAND PROFILE BOARDS AS REQUIRED Drawing No./Date II-26-08 4w 4'-1Oh. 6'-0" 6'-0" 4'-10 4 TO SUPPORT MECHANICAL EQUIPMENT LOADS INDICATED. REFER TO MECH. DWGS. SIZE AND LOCATION OF UNIT. 6. INDICATES AGRIBOARD OR WOOD STUD SHEAR WALL - SEE SCHEDULE SHEET S 3 I I I I I SW— S2 FOR DESIGN FORCES SW-Z SW-Z I 7.REFER TO MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR PENETRATIONS NOT SHOWN. 1 -� 1 w 1 . , w w SEE TYPICAL DETAILS FOR ADDITION STEEL REQUIREMENTS AT OPENINGS. 01 _ 01 1 2'-0" 5 21'_�° 1 -t}¢ 4 I 4" 8. STEEL BEAMS ARE NOTED AS FOLLOWS: Fx = 24.0 K (UNFACTORED LOAD) W14X22 = STEEL WIDE FLANGE SECTION Fy = 15.8 K (UNFACTORED LOAD) R20-20 = 20 KIP FACTORED REACTION AT EACH END Drawing Title/Scale/Drawn by AGRIBOARD ROOF PANEL ROOF A B C D E F G H ROOF NOTES `� APPLIED DIAPHRAGM FORCES FRAMING PLAN 1 RO�1/ FRAM�NG�PLAN 24 SCALE: N.T.S. SCALE: N.T.S. SGALE: AS NOTED SCALE: 4"= 1'-0" FOR PERMIT 12/01/08 ROOF FRAMING NOTES 1. SEE GENERAL NOTES AND SPECIFICATIONS FOR ADDITIONAL INFORMATION. 2. INDICATES SPAN OF 7F" AGRI-PANEL WITH INTERMEDIATE PROFILE BOARDS AS ® REQUIRED BY AGRIBOARD INDUSTRIES - SUBMIT SIGNED AND SEALED SHOP Notes: NOTE: COORDINATE PRE-FAB VAULT CONNECTION W/ SUPPLIER SECTION �AT VAULT L� SCALE: 3/4" = 1'-0" 7%" AGRI-PANEL BY PANEL MANUF. VENEER. SEE ARCH. PRE-FAB VAULT PANEL. (NO VENEER AT SIM.) PRE-FAB VAULT PANEL. G.C. SHALL COORDINATE LOCATION G.C. SHALL COORDINATE LOCATION OF CONNECTION WITH FABRICATOR OF CONNECTION WITH FABRICATOR PRE-FAB VAULT PANEL TO SLAB 1 %12* A.R. PRE-FAB VAULT PANEL TO SLAB ON GRADE CONNECTION BY FABRICATOR 0 24" O.C. ON GRADE CONNECTION BY FABRICATOR /504" O.C. - 3 LAYERS EXTERIOR GRADE. #504" O.C. - 3 LAYERS EACH WAY STAGGERED SEE CIVIL EACH WAY STAGGERED SEE PLAN SEE PLAN • ... T.O. S.O.G. •: T.O. S.O.G. • • • • • • •' • • o • :,,.• • � --- =s _ •�_: ,mow ••: •^. • ..• • #4 DOWEL 0 24" O.C. S o Li #4024" EE PLAN -0" `' T.O. FTG. a o 0 3-/5 CONT. a I w 5" COVER BOT & SIDES 2'-0" FOOTING WIDTH NOTE: COORDINATE PRE-FAB VAULT CONNECTION W/ SUPPLIER SHEAR WALL SCHEDULE DE OWD Thus , ; Puw MARK SHEAR (K) MOMENT (K-FT) SW-1 5.7 72.1 SW-2 5.7 72.1 SW-3 0.5 6.2 SW-4 3.3 41.4 SW-5 2.2 27.3 SW-6 5.3 67.7 NOTES: ALL AGRIBOARD SHEAR WALLS SHALL BE ENGINEERED AND DESIGNED BY PANEL MANUF'R. SUBMIT SIGNED AND SEALED DRAWINGS AND CALCULATIONS FOR REVIEW PRIOR TO FABRICATION. SHEARWALL SCHEDULE �\ EXTERIOR WALL FOOTING AT VAULT �J SCALE: 3/4" = 1'-0" 6" 1" 0 " a t0 o 6" 1' 0 o L COLUMN & FTC, U.N.O. o D AT CORNER COLUMN WHEN REQ'D 01 SLAB TURNDOWN CL COLUMN & FTG, U.N.O. AROUND BASE PLATE NON -KEYED JOINT 4" FACE OF AGRIBOARD PANEL ISOLATION JOIN. AND TURNED DOWN SLAB REFER TO 6/S4 5/16 SEE SCHEDULE FOR I/ BASE PLATE AND ANCHOR RODS 2' NON -SHRINK GROUT SEE PLAN x . T.O. S.O.G. — SEE PLAN T.O. FOOTING 3' MIN. CLEAR COVER 3" MIN. CLEAR COVER NOTES: 1. SEE SCHEDULES FOR FOOTING SIZES AND REINFORCEMENT. 2. SEE PLAN FOR TOP OF FOOTING ELEVATIONS. 3. USE OVERSIZED HOLES FOR ANCHOR RODS ACCORDING TO AISC SPECIFICATIONS. 4. WASHERS SHALL BE INSTALLED OVER OVERSIZED HOLES. 5. CONTRACTOR SHALL PROVIDE 7fi" THICK TEMPLATE FOR ANCHOR ROD INSTALLATION. 6. FINISH COLUMN AND TOP OF BASE PLATE ACCORDING TO AISC SPECIFICATIONS. TYP. EXTERIOR HSS 4x4 COLUMN FOOTING SCALE: N.T.S. SCALE: N.T.S. Y2 6d�fl�• A /� 11 2'-6" SEE PLAN T.O. S.O.G. EXTERIOR GRADE. SEE CIVIL 4'-0" #4024" O.C. x x 3-#5 CONT. 1'-0" �SECTION�AT�PERIMETER SCALE: 3/4" = 1'-0" COLUMN BASE PLATE BELOW, SEE PLAN 1-#4 EACH SIDE SEE PLAN T.O. S.O.G. VENEER. SEE ARCH. (NO VENEER AT SIM.) % '00 2" A.R. 0 24" O.C. EXTERIOR GRADE. SEE CIVIL SECTION AT PERIMETER SCALE: 3/4" = 1'-0" 736" AGRI-PANEL BY PANEL MANUF. REFER TO 5/S5 FOR ADD'L INFO 4'-0" #4024" O.C. L COLUMN L COLUMN L COLUMN CONSTRUCTION OR CONTROL CONSTRUCTION OR CONTROL r z/'__ JOINT, SEE DETAIL 1 /S4 {. JOINT, SEE DETAIL 1 /S4 HSS COLUMN, SEE PLAN r— — I I — I— I I I L — — J �y 7b" NEOPRENE MATERIAL INTERIOR COLUMN N COLUMN BASE PLATE BELOW, SEE PLAN 1-#4 EACH SIDE NOTES: 1. GENERAL CONTRACTOR TO COORDINATE BLOCKOUT SIZE WITH STEEL BASE PLATE TO PROVIDE A MINIMUM CONCRETE COVER OF 3". SUBMIT BLOCKOUT SIZE TO THE ARCHITECT AND ENGINEER FOR APPORVAL. 2. PROVIDE A MINIMUM OF 3" OF CONCRETE COVER OVER BASE PLATE, ANCHOR RODS AND COLUMN. 3. POUR CONCRETE AFTER COLUMN IS SET AND BASE PLATE HAS BEEN GROUTED. SLAB ON GRADE BLOCKOUT AT STEEL COLUMN SCALE: 3/4" = 1'-0" TOP OF GRADE. SEE CIVIL SLAB ON GRADE. SEE PLAN HSS COLUMN, SEE PLAN r I I — IA: — GGLUMN L — J EXTERIOR COLUMN NEOPRENE MATERIAL COLUMN BASE PLATS BELOW, SEE PLAN 1-#4 EACH SIDE CORNER COLUMN SEE PLAN T.O. S.O.G. oL SEE PLAN T.O. FTG. HSS COLUMN, SEE PLAN )6" NEOPRENE MATERIAL SAW CUT SHALL BE DONE WITHIN 8 HOURS OF CONCRETE PLACEMENT, AND AS SOON AS THE SLAB CAN SUPPORT THE WEIGHT OF SAWING EQUIPMENT WITHOUT DAMAGING THE FINISH SURFACE SEE PLANS FOR " yMAX. T/4 MAX. REINFORCEMENT CHAIRED 1 SLAB ON GRADE INFO \ FROM TOP OF SLAB / -i //// N � .. x x z x CONTROL JOINT TOOL EACH EDGE TO 1/8" RADIUS PROVIDE BOND BREAKER SEE PLANS FOR %"0xl'-6" SMOOTH BAR AT 12" O.C. SLAB ON GRADE IN LIGHTLY COAT EXPOSED END OF DOWEL BARS. x x x x NOTES: 1. PROVIDE JOINTS AT EVERY COLUMN LINE AND IN BETWEEN. MAXIMUM JOINT SPACING TO BE 15 FEET. 2. REF. ARCH'L SPECIFICATIONS FOR JOINT SEALANT IF REQ'D. Revisions: Consultants: DECAREMILLSEM STRUCTURAL ENGINEERS 1 725 E. 5TH AVENUE, TAMPA, FLORIDA 33605 PHONE (813) 248-8080 FAx (813) 248-BOB1 CERTIFICATE OF AUTHORIZATION # 25B96 JOHN L. DECARO, P.E. No. 56031 I. 40 ;Aor4E L E M E N T S 1 ARCHITECTS -INTERIOR DESIGNERS Tampa Office The Edgewater Building 600 South Magnolia Avenue Suite 150 Tampa, Florida 33606 Phone (813) 251-0565 Fax (813) 251-0567 Miami Office 1699 Coral Way suite 503 Miami, Florida 33145 Phone (305) 858-5858 Fox (305) 858-5850 ELEMENTS state License *AA0002341 WACHOVIA - ZEPHYR COMMONS PARCEL 6 US ROUTE 301 ZEPHYRHILLS, FLORIDA Drawing No./Date 11-26-08 S4 01- 011 SLAB ON GRADE AT DEPRESSION REMOTE TELLER PAD TURN -DOWN SLAB ON GRADE AT CANOPY CONSTRUCTION AND CONTROL JOINT DETAIL Drawing Title/Scale/Drawn by SECTIONS & DETAILS SCALE: AS NOTED SCALE: N.T.S. SCALE: 3/4" = 1'-0" SCALE: 1" = 1'-0" SCALE: N.T.S. FOR PERMIT 12/01/08 SEE ARCH SEE ARCH Notes: T.O. PARAPET ' NOTE: T.O. PARAPET 25. SEE 1/S6 FOR KICKERS AT SIM. SECTION NOTE: SEE 11/S5 FOR NOTES =' NOT SHOWN HERE. ?4s" STRUCTURAL GRADE 1 PLYWOOD WALL SHEATHING ATTACH TO WALL MEMBERS W/ 8d NAILS 0 6" O.C. EDGES PIPE BOLLARDS, SEE ARCH 2x6 STUDS AT 16" O.C. AND 12" O.C. INTERMEDIATE - LAYOUT STAGGERED AND R9V1310n3: PERPENDICULAR TO WALL MEMBERS AGRIBOARD ROOF PANEL BY PANEL MFR. (4) 16dNAILS PER ZZ CONNECTION 5/8" STRUCTURAL GRADE 1 PLYWOOD ROOF DECK / SLAB C.J., SEE PLAN AND 1/S4 LZ ATTACH TO ROOF MEMBERS W/ 10d NAILS 0 6" O.C. I I I I / SEE PLAN PANEL BRG. 12/14 x 4Y" R4 STAR HEAD SCREWS — 0 12" O.C. PLACED 1%" :Y" FROM END OF PANEL ANGLED 0 157 STAGGER 0 6" O.C. EACH SIDE OF PANEL HSS BEAM, SEE PLAN SEE ARCH NF SECTION AT ENTRY LINTEL "L J SCALE: 3/4" = 1'-0- AGRIBOARD KEY - APPLY )6" GLUE BEAD 4 SIDES OF KEY AND FASTEN WITH 12/14 x 4Y" R4 STAR HEAD SCREW THROUGH KEY 0 12" O.C. ___— ,�"0 x 1Y" THREADED STUDS 0 24" O.C. WELD TO HSS GIRT WITH Y," FILLET WELD ALL AROUND CONT. L5x31�xY (LLH) OVER STOREFRONT, SHOP WELD TO GIRT STOREFRONT, SEE ARCH. (2) SIMPSON STHD14 HOT DIPPED GALVANIZED EMBEDDED IN TURNED DOWN SLAB AND FASTEN TO AGRI-PANEL PERIMETER TIMBER -STRAND WITH (38) 16d NAILS AGRI-PANEL HOLD DOWN AT BUILDING OUTSIDE CORNERS PLAN DETAIL SCALE: 1" = 1'-0" to 6" 2" r- '4P L COLUMN & FTG, U.N.O. SLAB TURNDOWN AROUND BASE PLA\\RODS FACE OF AGRIBOARD PANEL AND TURNED DOWN SLAB NON -KEYED JOINT, APPLY 2 COATS OF ASPHALTIC ISOLATION JOIN.PAINT TO COLUMN AND BASE PLATE REFER TO 6/S4BELOW FINISH FLOOR SEE SCHEDULE FO PLATE AND ANCHO2" NON SHRINK GROUT SEE PLAN x T.O. S.O.G. SEE PLAN T.O. FOOTING l . 3" MIN, CLEAR COVER 3" MIN. CLEAR COVER EDGES AND 12" O.C. INTERMEDIATE - LAYOUT STAGGERED (2) 2x8 BOCKING AT AND PERPENDICULAR TO ROOF MEMBERS SIGNAGE ATTACHMENT POINTS 2x8 KICKER AT 16" O.C. 26 BOTTOM PLATE RIP CONT. (2) 2x10 W/ %-0 TO SLOPE, NAIL TO ROOF THRU-BOLTS W/ WASHERS AND PANEL W/ 16d NAILS DOUBLE NUT AT 24" O.C. AT 8" O.C. LTP5 BY SIMPSON AT EVERY THIRD STUD, (3) tOd TOE NAILS CENTER OVER TOP OF PER CONECTION ROOF PANEL 2)i AGRIBOARD ROOF )6"0x7" LAG BOLT AT 24" O.C. NAIL SHEATHING TO ROOF PANEL BY PANEL MFR. PANEL PROFILE BOARD W/ (2) 8D NAILS AT 6" O.C. ,MNSEE PLAN PANEL BRG. 2'-0"x2'-0" PANEL CONNECTION BY PANEL MFR. OPENING BEYOND MINIMUM V0 x 12" LONG LAG SCREWS 0 24" O.C. H2.5 BY SIMPSON AT BEAM, SEE PLAN EACH 2x8 SEE 4/S6 FOR CONNECTION AGRIBOARD WALL PANEL BY PANEL MFR. (TYPICAL) SECTION AT HIGH PARAPET SCALE: 3/4" = 1'-0" AGRIBOARD KEY - APPLY 3/8" GLUE BEAD 3 SIDES OF KEY TO EACH PANEL AND FASTEI WITH 12/14 x 43/4" R4 STAR HEAD SCREW THROUGH KEY AT 12" O.C. MAX (1) SIMPSON STHD14 HOT DIPPED GALVANIZED EMBEDDED IN TURNED DOWN SLAB AND FASTE TO AGRI-PANEL PERIMETER TIMBER -STRAND BOARDS WITH (38) 16D NAILS EACH, SEE 6/E 12/14 x 43/4" R4 STAR HEAD SCREWS 0 12" O.C. MAX. PLACED 15/8" f1/4" FROM END OF PANEL ANGLED 0 15'. STAGGER 0 6" O.C. EACH SIDE OF WALL HOLD DOWN AT PANEL END PLAN DETAIL SCALE: 1" = 1'-0" MINIMUM LENGTH AS REQ'D TO ACCOMMODATE GROUT, BASE PLATE, WASHER, NUT, PLUS 1, ¢* PLATE WASHER, SEE GENERAL NOTES T.O. COLUMN BASE PLATE T.O. CONCRETE HEAVY HEX NUT NOTES: 1. BOLT THREADS AT THE EMBEDDED END SHALL BE STRIKED AT TWO PLACES BELOW THE HEAVY HEX NUT. 2. UNLESS NOTED OTHERWISE, ALL BOLTS SHALL BE TIGHTENED TO A "SNUG TIGHT" CONDITION AS DEFINED BY AISC AFTER THE CONCRETE IS AT LEAST 14 DAYS OLD. 3. THE HOLE IN THE PLATE WASHER SHALL BE Ks" LARGER THAN THE BOLT SEE PLAN PANEL BRG. SUNSHADE, SEE AI 1 FOR NOTES WN HERE. n SECTION AT LOW �RARAPET V / SCALE: 3/4" = 1'-O" 7%" AGRI-PANEL SIMPSON STHD14 HOT DIPPED GALVANIZED EMBEDDED IN TURNED DOWN SLAB AND FASTEN TO EACH PANEL END AGRI-PANEL PERIMETER TIMBER -STRAND WITH (38) 16d NAILS. SEE PLAN DETAILS 7 AND 8/S5 REFER TO 9/S4 FOR ADD'L INFO NOTE: APPLY SILL SEAL GASKETTO B/SILL PLATE AGRI-PANEL HOLD DOWN DETAIL SCALE: 1" = 1'-0" 1}1" TYP.I 0 0 fio 0 SLAB TURNDOWN CL COLUMN & FTG, U.N.O. AROUND BASE PLATE STEEL COLUMN NON -KEYED ISOLATI JOINT. REFER TO 6/S4 5/16 -SEE SCHEDULE FOR BASE PLATE AND ANCHOR RODS 2" NON -SHRINK GROUT SEE PLAN x 3 x �.0. S.O.G. f SEE PLAN — T.O. FOOTING u^ 3" MIN. CLEAR COVER 3" MIN. CLEAR COVER SEE PLAN T.O. SLAB l CN DO NOT EXTEND EDGE OF CONCRETE PAST SLAB C.J. .. 3, ... .. ........ 71 2'-6"x2'-0" MIN. PIPE BOLLARDS SCALE: 1" = 1'-0" REFER TO 9/S4 FOR ADD'L INFO NOTE: APPLY SILL SEAL GASKETTO B/SILL PLATE 736" AGRI-PANEL 12/14 X 4Y" R4 STAR HEAD SCREWS 0 12" O.C. PLACED 1%" #Y," FROM BASE OF WALL ANGLED 0 15' STAGGER 0 6" O.C. EACH SIDE OF WALL APPLY V BEAD OF GLUE TO 3 SIDES OF KEY PRESSURE TREATED 1'X736" SILL PLATE AND KEY - BY AGRIBOARD INDUSTRIES ,i"0 X 12" ANCHOR RODS 0 24" O.C. AGRI-PANEL ANCHORAGE DETAIL SCALE: 1" = l'-O" 7%" AGRI-PANEL BY PANEL MANUF. " BANK EQUIPMENT. SEE ARCH. SEE 5/S5 FOR COORDINATE SLAB GEOMETRY ADD'L INFO W/ BANK EQUIPMENT "0x12" A.R.SHOP DRAWINGS 0 24" O.C. THICKEN SLAB 8" MIN. EXTERIOR GRADE. UNDER BANK EQUIPMENT SEE CIVIL oL SEE PLAN Y Y T.O. S.O.G. #4 DOWEL 8" MIN 0 24" O.C. 14024" 3-5 CONT. PROVIDE DOUBLE LAYER 0 6x6 W2.9xW2.9 W.W.F. 3" COVER IN THICKENED SLAB UNDER BOT &SIDES BANK EQUIPMENT 21-0" e. FOOTING WIDTH ■ Consultants: a AN Jwlil DECAR13WILLS13N STRUCTURAL ENGINEERS �::.��'F„:,. V 1 725 E. 5TH AVENUE, TAMPA, FLORIDA 33605 PHONE (91 3) 248-8080 FAx (81 3) 248-B081 CERTIFICATE OF AUTHORIZATION # 25896 JOHN L. DECARO, P.E. No. 56031 .I♦ I. I� • let E L E M E N T 6 1 ARCHITECTS -INTERIOR DESIGNERS Tampa Office The Edgewater Building 600 South Magnolia Avenue Suite 150 Tampa, Florida 33606 Phone �813 813) 251-0565 Fax 251-0567 Miami Office 1699 Coral Way suite 503 Miami, Florida 33145 Phone (305) 858-5858 Fax (305) 858-5850 ELEMENTS State License *AA0002341 WACHOVIA - ZEPHYR COMMONS PARCEL 6 US ROUTE 301 ZEPHYRHILLS, FLORIDA DIAMETER. NOTE: Drawing No./Date 11-26-08 NOTES: NOTES: REFER TO 9/S4 FOR ADD'L INFO. 1. SEE SCHEDULES FOR FOOTING SIZES AND REINFORCEMENT. 1. SEE SCHEDULES FOR FOOTING SIZES AND REINFORCEMENT. 2. SEE PLAN FOR TOP OF FOOTING ELEVATIONS. 2. SEE PLAN FOR TOP OF FOOTING ELEVATIONS. 3. USE OVERSIZED HOLES FOR ANCHOR RODS ACCORDING TO AISC SPECIFICATIONS. 3. USE OVERSIZED HOLES FOR ANCHOR RODS ACCORDING TO AISC SPECIFICATIONS. 4. WASHERS SHALL BE INSTALLED OVER OVERSIZED HOLES. 4. WASHERS SHALL BE INSTALLED OVER OVERSIZED HOLES. 5. CONTRACTOR SHALL PROVIDE 76" THICK TEMPLATE FOR ANCHOR ROD INSTALLATION. 5. CONTRACTOR SHALL PROVIDE )6" THICK TEMPLATE FOR ANCHOR ROD INSTALLATION. 01-011 6. FINISH COLUMN AND TOP OF BASE PLATE ACCORDING TO AISC SPECIFICATIONS. 6. FINISH COLUMN AND TOP OF BASE PLATE ACCORDING TO AISC SPECIFICATIONS. Drawing Title/Scale/Drawn by SECTIONS & TYP. EXTERIOR HSS�6x�60�0LUMN F�OOTING TYPICAL ANCHOR ROD TYP. INTERIOR COLUMN FOOTING THICKENED SLAB AT BANK EQUIPMENT DETAILS 1 SCALE: AS NOTED 7 SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: 3/4" = l'-O" FOR PERMIT 12/01/08 Notes: COLUMN SCHEDULE MARK SIZE BASE PLATE ANCHOR RODS C1 HSS6x6xY PL-"xl1*xO'-11" (3) Y4"0 W/ 9" EMBEDMENT C2 HSS31¢xi1 A4 PL -Y4"x91¢"xO'-9>¢" (4) -"0 W/ 9" EMBEDMENT C3 HSS4x4xY PL-"x10"xO'-10" (4) -Y4"0 W/ 9" EMBEDMENT COLUMN SCHEDULE V/ SCALE: N.T.S. AGRIBOARD KEY APPLY 3/8- GLUE BEAD 3 SIDES OF KEY TO EACH PANEL AND FASTEN WITH )6"0. x 10" LONG LAG SCREWS 12/14 x 4-" R4 STAR HEAD 0 24" O.C. (COUNTERSUNK) SCREW THROUGH KEY AT 12" O.C. 1 V AGRIBOARD ROOF PANEL W7 71 (2) 2x10 CONT. RIPPED FOR ROOF SLOPE WITH h"0 BOLTS BEAM, SEE PLAN THROUGH BEAM 0 24" O.C. STAGGER EACH SIDE OF BEAM WEB, (COUNTERSUNK) CONTRACTOR'S OPTION: PLACE CONT. 7"x7" LVL PROFILE BOARD IN CONT. AGRI-PANEL CENTERED OVER BEAM (2) 2x6 AT CORNER - A34 SIMPSON ANGLE, FASTEN W/ #60)�" LONG SCREWS IN LACE OF 8d NAILS — 2x4 STUDS AT 16" O.C. AT LOW PARAPET, SEE 5/S1 (2) 2x6 AT PARAPET END 2x6 AT 16" O.C. #100" LONG SCREWS AT 6" O.C. (2) 2x6 AT CORNER 2x6 STUDS AT 16" O.C. AT TALL PARAPET PLAN AND SECTION AT HIGH/LOW PARAPET SCALE: N.T.S. FOOTING SCHEDULE MARK SIZE THICKNESS REINFORCING F5.0 5'-0"x5'-O" 1'-2" 6-#5x4'-6" EACH WAY BOTTOM F6.0 6 -0» x4 -0 » 1 -4 7-#5x5'-6" SHORT DIR BOTTOM 5-#5x3'-6" LONG DIR BOTTOM NOTES: SOILS LABORATORY SHALL VERIFY SOIL BEARING PRESSURE AT BOTTOM OF EACH FOOTING PRIOR TO PLACING CONCRETE. STRUCTURAL FILL SUPPORTING SLAB OR FOOTINGS SHALL BE PLACED IN MAXIMUM 8- LIFTS, WITH EACH 8- LIFT TESTED BY LABORATORY FOR COMPACTION LISTED IN GENERAL NOTES. FOOTING SCHEDULE SCALE: N.T.S. SEE ARCH T.O. PARAPET SEE PLAN PANEL BRG. HSS BEAM. SEE PLAN NOTE: NZ SECTION AT METAL STUD SHEAR WALL AND AGRIBOARD ROOF T HIGH PARAPET (SEE ARCH.) CON T. 4x6 TOP PLATE, SEE 8/S5 T LOW PARAPET (SEE ARCH.) #100" LONG SCREWS AT 6" O.C. 6 BOTTOM PLATE, ,IL TO ROOF PANEL ' 16d NAILS AT 8" OFILE BOARD PER AN AND 8/S5 AGRIBOARD ROOF PANEL BY MFR. 7a S6 2x4 STUDS AT 16" O.C. AT LOW PARAPET, SEE 5/S1 FACE OF AGRIBOARD WALL BELOW #100" LONG SCREWS AT 6" O.C. (2) 2x6 AT CORNER 2x6 STUDS AT 16" O.C. AT TALL PARAPET (2) 2x6 AT CORNER - A34 SIMPSON ANGLE, FASTEN W/ #60)} " LONG SCREWS IN LACE OF 8d NAILS- 2x4 STUDS AT 16" O.C. AT LOW PARAPET, SEE 5/S1- �1 PLAN AND SECTION AT HIGH/LOW PARAPET SCALE: N.T.S. ,IKSEE ARCH T.O. PARAPET ANCHOR MOUNT TO PANEL END TIMBERSTRAND PROFIL BOARDS W/ MINIMUM (3) Y,"x4" LAG SCREWS SEE PLAN PANEL BRG. NOTE: 1. MOUNT ANCHORAGE MUST BE MADEL INTO PANEL END TIMBERSTRAND. 2. SEE 3/S1 FOR NOTES NOT SHOWN HERE. 3. SEE ARCH'L FOR LOCATION. SECTION AT SATELITE SUPPORT SCALE: 3/4" = 1'-0" AGRIBOARD PANEL SECTION AGRIBOARD PA DOF ANCHORAGES AND IONS AFTER MOUNT INSTALLATION MOUNT BY OTHERS. ANEL BY PANEL MFR. (4) 2x12 LINTEL, SEE PLAN AND 2/S3 31¢" TIMBERSTRAN LSL JACK STUD WITHIN AGRIBOARD WALL PANEL BELOW /o1 on nruuv AIAn C rAnH SIDE RIBOARD PANEL z 0 U W LAN AND 2/S3 ACK b I UU WI I nIN AUKIbUAKU WALL PANEL CONT. 4X6 TOP (1) %"0 STAINLE STEEL THRU BOL COUNTERSINK ELEVATION (1) -%"0 STAINLESS STEEL THRU BOLT, COUNTERSINK z 0 W At% T/HIGH PARAPET (SEE ARCH.) CONT. 2x6 TOP PLATE T LOW PARAPET (SEE ARCH.) #10x3" LONG SCREWS AT 6" O.C. `5 BOTTOM PLATE, IL TO ROOF PANEL 16d NAILS AT 8" OFILE BOARD PER AN AND 8/S5 AGRIBOARD ROOF PANEL BY MFR. 2x6 STUDS 016" O.C. �f6" STRUCTURAL GRADE 1 PLYWOOD WALL SHEATHING ATTACH TO WALL MEMBERS W/ 8d NAILS 0 6" O.C. EDGES AND 12" O.C. INTERMEDIATE LAYOUT STAGGERED AND PERPENDICULAR TO WALL MEMBERS 44 PRESSURE TREATED GIRT, SEE PLAN S11-� �-- CONT. 4x6 TOP 44 PRESSURE TREATED GIRT, SEE PLAN (2) #12 31j" LONG SCREWS AT EACH CONNECTION 2x6 STUDS 016" O.C. 3f6" STRUCTURAL GRADE 1 PLYWOOD WALL SHEATHING ATTACH TO WALL MEMBERS W/ 8d NAILS 0 6" O.C. EDGES AND 12" O.C. INTERMEDIATE. LAYOUT STAGGERED AND PERPENDICULAR TO WALL MEMBERS 2x6 I AGRIBOARD ROOF PANEL PROVIDE PROFILE BOARD FOR CONNECTION BY PANEL MFR. (SIZE TO BE DETERMINED BY PANEL MFR.) SECTION AT PARAPET EXTENSION SCALE: 3/4" = 1'-0" SEE ARCH T.O. PARAPET .. SEE PLAN PANEL BRG. SEE 3/S1 FOR CONNECTION NOTE' 1'-4» x2'-4» OPENING BEYOND OARD I/S6 ERSTRAND VEL MFR. =L FOR ADDITIONAL JD LOAD IN EACH Revisions: Seal: onsultants: DECAREMLLSON STRUCTURAL ENGINEERS 1 725 E. 5TH AVENUE, TAMPA, FLORIDA 33605 PHONE (81 3) 248-BOB❑ FAX (81 3) 248-BOB 1 CERTIFICATE OF AUTHORIZATION # 25896 JOHN L. DECARO, P.E. NO. 56031 10 1 �� ♦ 710 j '40 an . ♦ �� E L E M E N T 6 ARCHITECTS -INTERIOR DESIGNERS Tampa Office The Edgewater Building 600 South Magnolia Avenue Suite 150 Tampa, Florida 33606 Phone (813) 251-0565 Fox (813) 251-0567 Miami Office 1699 Coral Way suite 503 Miami, Florida 33145 Phone (305) 858-5858 Fox (305) 858-5850 ELEMENTS State License *AA0002341 WACHOVIA - ZEPHYR COMMONS PARCEL 6 US ROUTE 301 ZEPHYRHILLS, FLORIDA Drawing No./Date 11-26-08 S6 01 -0711 Drawing Title/Scale/Drawn by SECTIONS & DETAILS SCALE: AS NOTED AGRI PANEL BEARING ON STEEL BEAM ELEVATION AT L1 LINTEL BEARING SECTION AT TALL PARAPET LINTEL y' SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" FOR PERMIT 12/01/08 AIR CONDITIONING UNIT SCHEDULE ACU ACU ACU UNIT NO. T L 0 LOCATION ROOF ROOF ROOF SERVICE TELLER LOBBY OFFICE TOTAL COOLING - MIN MBH 49 44 46 SENSIBLE COOUNG - MIN MBH 36 31 34 SEER MIN 13 13 13 COIL EAT DB B 78 66 78 66 76 65 HEATING - MIN MBH 21 13 18 HEATER KW AT USTED VOLTAGE 9 9 9 HTR STEPS - MIN 2 2 2 TOTAL AIR CFM 1,740 1600 11600 OUTSIDE AIR CFM 250 250 250 ESP IN WG 0.9 0.9 0.9 RPM -- -- -- BHP - MAX -- -- -- MOTOR HP 1 1 1 ELECT FLA MCA MOCP 49 59 60 49 59 60 49 59 60 ELECT PH HZ 208 3 60 208 3 60 208 3 60 WEIGHT LBS 850 850 850 MANUFACTURER TRANE TRANE TRANE MODEL N0. WSC-048-E WSC-048-E WSC-048-E REMARKS 1-14 1-14 1-14 REMARK NUMBERS: 1. NATIONAL SALES CONTRACT: WACHOVIA HAS ENTERED INTO A NATIONAL SALES CONTRACT WITH TRANE. THE GENERAL CONTRACTOR / HVAC SUB -CONTRACTORS SHALL CONTACT BARNEY HIGH, LEED, AP, TRANE NATIONAL ACCOUNT MANAGER AT (704) 529-3295 (TELEPHONE) OR (704) 277-7126 (CELL PHONE) TO PURCHASE AIR CONDITIONING EQUIPMENT SHOWN ON THE DRAWINGS. NO SUBSTITUTIONS SHALL BE ACCEPTED. 2. MINIMUM FILTER EFFICIENCIES PER ASHRAE STD. 52-76. 3. PROVIDE SINGLE POINT POWER CONNECTION 4. PROVIDE FACTORY FABRICATED ROOF CURB TO MATCH ROOF SLOPE. VERIFY ROOF SLOPE WITH ARCHITECTURAL DRAWINGS. 5. PROVIDE THROUGH THE BASE ELECTRICAL WITH DISCONNECT AND FACTORY POWERED CONVENIENCE OUTLET (ONE PER PROJECT) ALL FINAL ELECTRICAL CONNECTIONS TO EQUIPMENT SHALL BE MADE BY MECHANICAL CONTRACTOR. 6. PROVIDE MANUFACTURER'S 7-DAY PROGRAMMABLE, ELECTRONIC NIGHT SETBACK THERMOSTAT (TRANE BAYSTAT050A). 7. R-41OA REFRIGERANT. 8. FILTERS: 145 FPM FACE VELOCITY; AEROSTAR MERV 13 GREEN PLEAT, (2) 20 x 30 X 2 FILTERS, 0.1 IN. WG. AIR PRESSURE DROP (CLEAN); 1.0 IN. WG AIR PRESSURE DROP (DIRTY), 0.24 IN WC AT 375 FPM (MAXIMUM). ACCEPTABLE MANUFACTURERS: FILTRATION GROUP INC. (OR APPROVED). 9. EXTERNAL STATIC PRESSURES INCLUDES AN ALLOWANCE FOR DIRTY AIR FILTERS (0.5" ESP DUCTWORK + 0.12" FILTERS). 10. PROVIDE CO2 SENSING OPTION WITH DUCT MOUNTED SENSOR. 11. PROVIDE HINGED ACCESS PANELS. 12. PROVIDE BLACK EPDXY PRE -COATED CONDENSER COIL 13. PROVIDE FIELD SUPPUED HIGH STATIC DRIVE KIT. 14. PROVIDE OA HOOD / DAMPER AND CONTROLS FOR CO2 OPERATION USING MAXIMUM OA CFM SHOWN. AIR DEVICE SCHEDULE A C D E SYMBOL TYPE AIR OUTLET AIR OUTLET AIR OUTLET AIR OUTLET MOUNTING CEIUNG CEIUNG SIDEWALL CEIUNG FRAME T-BAR T-BAR SURFACE T-BAR FACE SQUARE PLAQUE UNEAR 2 3 4" SLOTS ADJ. DOUBLE DEFL. SQUARE PLAQUE STYLE DAMPER MODULAR 24 X 24 OBD 48 LONG W BOOT OBD NOT MODULAR OBD MODULAR 24 X 24 1 INTEGRAL FINISH OFF-WHITE OFF-WHITE OFF-WHITE OFF-WHITE MANUFACTURER TITUS TITUS TITUS _ TITUS MODEL NO. OMNI ML-38 300FL T2SQ-4 REMARKS 1,2,3 1.3.5 _ 1.3 1,3.4 _ B F SYMBOL TYPE AIR INLET AIR INLET MOUNTING- CEIUNG SIDEWALL FRAME - _ T-BAR SURFACE FACE SQUARE PLAQUE BAR STYLE MODULAR 24 X 24 NOT MODULAR DAMPER NONE NONE FINISH OFF-WHITE OFF-WHITE ---- - -- _ - MANUFACTURER_ - TITUS _ TITUS MODEL NO. OMNI REMARKS -- 1,3 1,3 _ REMARK NUMBERS: 1. REFER TO DRAWING FOR NECK SIZES. 2. FOUR WAY BLOW UNLESS OTHERWISE INDICATED ON DRAWING. PROVIDE INSULATED BACKPAN. 3. PROVIDE FLEXIBLE DUCT CONNECTION SIZED AT NECK SIZE OF AO. 4. SELF POWERED VAV DIFFUSER: COOUNG SETPOINT 70 DEGREES, HEATING SETPOINT 72 DEGREES. 5. PROVIDE FACTORY INSULATED PLENUM. 6. ACCEPTABLE MANUFACTURERS: TITUS,-CARNES, KRUEGER, NAILER AND PRICE. - -� EXHAUST FAN SCHEDULE EF EF EF EF EF UNIT NO. M W J TF1 TF2 LOCATION CEIUNG CEIUNG CEIUNG CEIUNG CEIUNG SERVICE MEN WOMEN JAN ATM ROOM TELE DATA TOTAL AIR CFM 75 90 75 280 580 ESP IN WG 0.25 0.25 0.25 0.25 0.25 SOUND - MAX (SONES) 3 3 3 3 1.2 RPM 1,200 1,200 1,200 1.200 1,375 MOTOR HP OR WATTS 65W 65W 65W 172W 301W ELECT MCA MOCP -- -- -- -- -- ELECT PH HZ 120 1 60 120 1 60 120 1 60 120 1 60 120 1 60 WEIGHT LBS 30 30 30 40 40 MANUFACTURER COOK COOK COOK COOK COOK MODEL NO. GC-240 GC-240 GC-240 GC-520 GC-720 REMARKS 1.2,4 1.2,4 1.4,5 1.3.4 1,3,4 REMARK NUMBERS: 1. CENTRIFUGAL IN-UNE CEIUNG FAN, DIRECT DRIVE, BACKDRAFT DAMPER, PLUG-IN MOTOR SERVES AS DISCONNECT, ADJUSTABLE MOTOR SPEED CONTROLLER (FOR T&B). 2. PROVIDE 365-DAY DIGITAL.PROGRAMMABLE TIME CLOCK, INTERMATIC MODEL E770115C OR EQUAL 3. PROVIDE WALL MOUNTED UNE VOLTAGE HIGH UMIT COOLING THERMSTAT SET AT 80 DEGREES F. 4. ACCEPTABLE MANUFACTURERS: COOK, CARNES AND GREENHECK. 5. PROVIDE 6 HR. MECHANICAL TIME (MARKTIME 93505) ADJACENT TO SPEED CONTROLLER TO TURN FAN ON. MECHANICAL (HVAC) NOTES: 1 A. REGULATORY REQUIREMENTS: PROVIDE ALL WORK TO MEET OR EXCEED MINIMUM REGULATORY REQUIREMENTS INCLUDING: FLORIDA BUILDING CODE: 2004 EDITION WITH 2O06 SUPPLEMENT FLORIDA FIRE PREVENTION CODE: 2006 EDITION ADVISE THE ARCHITECT OF ANY CHANGES IN THE CONTRACT DOCUMENTS THAT MAY BE REQUIRED IN ORDER TO MEET CODE, PRIOR TO WORK (ORDERING, ROUGHING OR INSTALLING). B. COORDINATION: COORDINATE WITH OTHER WORK (INCLUDING ELECTRICAL, AND ARCHITECTURAL) FOR AVAILABLE SPACE, SEQUENCE OF INSTALLATION, AND INSTALLATION REQUIREMENTS, PRIOR TO COMMENCING CONSTRUCTION. ADVISE THE ARCHITECT OF ANY CHANGES IN THE CONTRACT DOCUMENTS THAT MAY BE REQUIRED FOR THE WORK TO BE PERFORMED. C. EXISTING FIELD CONDITIONS: THE CONTRACT DOCUMENTS INDICATE THE DESIGN INTENT USING AVAILABLE INFORMATION. THE CONTRACTOR IS TO ADVISE THE ARCHITECT IF EXISTING CONDITIONS DIFFER FROM THOSE SHOWN. ALSO ADVISE THE ARCHITECT IF CODE OR SAFETY CONFLICTS EXIST. THE CONTRACTOR IS REQUIRED TO INSPECT THE SITE (PRIOR TO BID) TO BECOME FAMILIAR WITH CONDITIONS AND INSTALLATION DETAILS THAT WILL AFFECT HIS WORK. CHANGES IN THE CONTRACT SUM AND CONTRACT TIME WILL NOT BE ALLOWED FOR FAILURE TO INVESTIGATE FIELD CONDITIONS. ALL WORK IS NEW, UNLESS NOTED OTHERWISE. D. DEVICE LOCATIONS: REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATION OF AIR OUTLETS, AIR INLETS, AND OTHER CEIUNG ITEMS (TO AVOID CONFLICTS). LOCATE ALL PIPING AND DUCTWORK IN FINISHED ROOMS OR SPACES WITHIN CONCEALED LOCATIONS (FURRED CHASES OR SUSPENDED CEIUNGS, AS AVAILABLE). DO NOT LOCATE PIPING OR DUCTWORK ABOVE ELECTRICAL SWITCHBOARDS OR PANELBOARDS. E. SIZES: WHEN A PIPE OR A DUCT SIZE IS NOT INDICATED, SIZE THAT PIPE OR DUCT USING THE LARGER ADJACENT UPSTREAM SIZE, UNLESS A SMALLER SIZE IS APPROVED BY THE ARCHITECT. PROVIDE 3/4 INCH MINIMUM PIPE SIZE, UNLESS SPECIFICALLY NOTED OTHERWISE. FOR SIZES NOT INDICATED ON PLANS, REFER TO EQUIPMENT DETAILS, FLOW DIAGRAMS, RISER DIAGRAMS, AND OTHER LOCATIONS IN THE CONTRACT DOCUMENTS (DRAWINGS AND SPECIFICATIONS) FOR INFORMATION. F. BASIS OF DESIGN: THE MECHANICAL CONTRACT DOCUMENTS HAVE BEEN PREPARED USING THE FOLLOWING DATA IN THE CALCULATIONS (SIMPLIFIED FOR PRESENTATION HERE): INDOOR OUTDOOR SUMMER 75 DB/50% RH 92 DB/79 WB WINTER 72 DB 40 DB G. PRIOR TO ROUGHING OR ORDERING, VERIFY ADEQUATE CLEARANCES FOR DUCTWORK, OTHER WORK, ELECTRICAL CONDUITS AND LIGHTING. 2 SCOPE OF WORK: A. PROVIDE NEW ROOFTOP UNITS, DUCTWORK, CEIUNG EXHAUST FANS AND ACCESSORIES. B. PROVIDE NEW AHU'S, CU'S, EF'S, CEILING AIR DEVICES, AND ASSOCIATED DUCTWORK, AS SHOWN. C. T&B: 1) T&B NEW ACU, EF, DIFFUSERS, AND DAMPERS, AND PROVIDE FINAL T&B REPORT 3 PROVIDE ALL NECESSARY FEES AND PERMITS. REVIEW OPERATION OF EACH SYSTEM WITH OWNER'S REPRESENTATIVE. PROVIDE ONE YEAR WARRANTY ON ENTIRE SYSTEM. PROVIDE RECORD DRAWING (CONTRACTOR FURNISHED PRINT). SUBMITTALS: SUBMIT PRODUCT DATA FOR EACH NEW MECHANICAL DEVICE AND TEST AND BALANCE REPORT. 5 ACCESS DOORS: PROVIDE 18 INCH X 18 INCH (MINIMUM) PAINTED, ALUMINUM ACCESS DOOR (WITH FULL HINGE AND KEY) FOR ACCESS TO VALVES, EQUIPMENT, AND ACCESSORIES IN PLASTER, DRYWALL, OR INACCESSIBLE CEILINGS OR IN WALLS. PROVIDE INSULATED ACCESS DOORS (DO NOT SUBSTITUTE PANELS) IN DUCTWORK FOR ACCESS TO DAMPERS AND OTHER OPERATING DEVICES (INCLUDING UPSTREAM OF ELECTRIC RESISTANCE DUCT HEATERS AND AT DUCT MOUNTED SMOKE DETECTORS). GROUP DEVICES AT ON LOCATION, AS AVAILABLE. 5 AIR DISTRIBUTION: A. DUCTWORK: 1) TEST (BY FEEL OR TEMPERATURE CHANGE) EACH DUCTWORK SYSTEM FOR LEAKS BEFORE INSULATING. RESEAL, AS REQUIRED. 2) DUCT DIMENSIONS INDICATE AIR FLOW SIZES. 3) AT CONTRACTOR'S OPTION, EQUAL AREA DUCTWORK HAVING A MAXIMUM 4 TO 1 ASPECT RATIO MAY BE SUBSTITUTED FOR DUCT DIMENSIONS SHOWN. 4) FLEXIBLE DUCTWORK (USED TO CONNECT TO SUPPLY AIR OUTLETS: THERMAFLEX TYPE M-KE (OR AS APPROVED). 5) BRANCH DUCT CONNECTIONS (POSITIVE AND NEGATIVE PRESSURE): ON RECTANGULAR DUCTS, PROVIDE VOLUME EXTRACTORS OR 45 DEGREE ENTRIES; ON CIRCULAR DUCTS, PROVIDE CONICAL TAPS (WITH DAMPERS). PROVIDE THESE CONNECTIONS ON EACH BRANCH DUCT CONNECTION FOR EACH SYSTEM; DO NOT SUBSTITUTE "T" CONNECTIONS. 6) INSTALL DUCTWORK AND ACCESSORIES IN ACCORDANCE WITH SMACNA HVAC DUCT CONSTRUCTION STANDARDS - METAL AND FLEXIBLE. 6 ALL BRANCH TAKE -OFFS TO DIFFUSERS SHALL HAVE BALANCING DAMPERS. 7 MOUNT T'STATS 4'-0" A.F.F. 8 ALL REFRIGERANT LINES SHALL USE LONG RADIUS ELBOWS FOR TURNS, NO BENDS. 9 ALL NEW SA, RA, EA, MA, TA, AND OA DUCTWORK SHALL BE GALVANIZED STEEL WITH 2" FIBERGLASS DUCT WRAP AND VAPOR BARRIER, OR R=6 FLEX DUCT (THERMAFLEX MKE, OR AS APPROVED). USE ONLY METALLIC DUCTWORK FOR EXHAUST AIR (EA) DUCTS, PER THE FBC. 10 PROVIDE TWO (2) SETS OF NEW FILTERS FOR AIR HANDLING UNITS, INSTALL ONE SET INITIALLY AND ONE SET UPON COMPLETION OF CONSTRUCTION. 11 PROVIDE AND INSTALL TRANE MODEL BAYSTAT040 AUTOMATIC CHANGEOVER, PROGRAMMABLE HEATING AND COOUNG THERMOSTAT. THE MECHANICAL CONTRACTOR SHALL PROGRAM ALL THERMOSTATS IN ACCORDANCE WITH THE FOLLOWING SCHEDULE OR AS INSTRUCTED BY OWNER. D0Y I1NE COOLING SETPOINT HEATING SETPOINT MONDAY 5:00 AM 74 DEGREES F 70 DEGREES F 6:00 PM 84 DEGREES F TUESDAY 6:00 AM 74 DEGREES F 6:00 PM 84 DEGREES F WEDNESDAY 6:00 AM 74 DEGREES F 6:00 PM 84 DEGREES F THURSDAY 6:00 AM 74 DEGREES F 6:00 PM 84 DEGREES F FRIDAY 6:00 AM 74 DEGREES F 7:00 PM 84 DEGREES F SATURDAY 6:00 AM 74 DEGREES F 7:00 PM BRANCH BANKS SATURDAY 84 DEGREES F WITHOUT OPERATION DEGREES F SATURDAY ALL DAY 84 SUNDAY ALL DAY 84 DEGREES F 62 DEGREES F 70 DEGREES F 62 DEGREES F 70 DEGREES F 62 DEGREES F 70 DEGREES F 62 DEGREES F 70 DEGREES F 62 DEGREES F 70 DEGREES F 62 DEGREES F 62 DEGREES F 62 DEGREES F MECHANICAL LEGEND SYMBOL DESCRIPTION ® POSITIVE PRESSURE DUCTWORK (SUPPLY AIR, RELIEF AIR) NEGATIVE PRESSURE DUCTWORK (RETURN AIR, EXHAUST AIR, OUTSIDE AIR INTAKE) NEW DUCT OR DEVICES \ \ \ \\ / / FLEXIBLE DUCTWORK T THERMOSTAT (WALL MOUNTED AT 48" A.F.F.) AIR FLOW: POSITIVE PRESSURE; NEGATIVE PRESSURE BRANCH DUCT CONNECTION: WITH CONICAL CONNECTION AND DAMPER OA AIR OUTLET TYPE (A); 12" CONNECTION SIZE; AND 100 CFM INDICATED. BRANCH DUCT SIZE MATCHES CONNECTION SIZE, _ 12" UNLESS NOTED OTHERWISE. THROW: 4 WAY, UNLESS NOTED 100 OTHERWISE. O AIR INLET TYPE (N); CONNECTION SIZE; AND MAXIMUM CFM INDICATED. BRANCH DUCT SIZE MATCHES CONNECTION SIZE, UNLESS NOTED OTHERWISE. - U 3/4" DOOR UNDERCUT- COORDINATE WITH ARCHITECTURAL WORK. MANUAL VOLUME / BALANCING DAMPER CO2 DUCT MOUNTED CO2 SENSOR DP DIFFERENTIAL PRESSURE TRANSMITTER eAIR HANDLING UNIT TYPE CU 0 CONDENSING UNIT TYPE EF O EXHAUST FAN TYPE ODRAWING NOTE: REFER TO NOTES ON EACH DRAWING ABBREVIATION DESCRIPTION ABBREVIATION DESCRIPTION BTU BRITISH THERMAL UNIT LAT LEAVING AIR TEMPERATURE CFM CUBIC FEET PER MINUTE LDB LEAVING DRY BULB DB DRY BULB LWB LEAVING WET BULB ESP EXTERNAL STATIC PRESSURE MBH THOUSAND BTU PER HOUR NP TYPICAL RA RETURN AIR WB WET BULB RH RELATIVE HUMIDITY SP STATIC PRESSURE SA SUPPLY AIR 12 THE MECHANICAL CONTRACTOR SHALL PROGRAM THE WALL - MOUNTED TIME CLOCKS IN ACCORDANCE WITH THE FOLLOWING SCHEDULE OR AS INSTRUCTED BY OWNER. DAY IlME MONDAY 8:00 AM ON 5:00 PM OFF TUESDAY 8:00 AM ON 5:00 PM OFF WEDNESDAY 8:00 AM ON 5:00 PM OFF THURSDAY 8:00 AM ON 5:00 PM OFF FRIDAY 8:00 AM ON BRANCH WITH SATURDAY 6:00 PM OPERATION OFF SATURDAY 8:00 AM ON BRANCH 5:00 PM OFF BANKS SATURDAY WITHOUT SATURDAY OPERATION OFF SUNDAY OFF HOLIDAYS OFF 13 ALL DUCT SIZES ARE ACTUAL SHEET METAL DIMENSIONS. 14 - 59 NOT USED. 60 ROUTE THE SUPPLY AND RETURN DUCT UP TO THE ROOF MOUNTED ACU. REFER TO DRAWING M1.2. 61 ROUTE THE 12 INCH EXHAUST DUCT UP TO ROOF CAP. REFER TO "EXHAUST FAN DISCHARGE DETAIL" ON DRAWING M1.2. 62 ROUTE THE 8 INCH EXHAUST DUCT UP TO ROOF CAP. REFER TO "EXHAUST FAN DISCHARGE DETAIL" ON DRAWING M1.2. 63 PROVIDE A CURB MOUNTED ROOF CAP FOR EF-J. PROVIDE COOK MODEL PR-8. PROVIDE A MINIMUM OF 10 FEET FROM OUTSIDE AIR INTAKES OF ROOFTOP UNITS. PROVIDE BACKDRAFT DAMPER (LOW PRESSURE LOSS TYPE) IN NECK AT ROOF CAP. 64 ROUTE A 4 X 12 SUPPLY AIR DUCT DOWN TO OPENING IN VAULT. BALANCE AIRFLOW TO 100 CFM. TRANSITION TO AN INTERIOR OPENING IN VAULT AND ROUTE TO CEILING DIFFUSER. COORDINATE WITH ARCHITECTURAL PLANS. COORDINATE THE VAULT DUCT CONNECTION SIZE AND LOCATION WITH THE VAULT SUPPLIER. TRANSITION, AS REQUIRED. COORDINATE THE DUCTING WITHIN THE VAULT TO MAINTAIN MAXIMUM CEILING HEIGHT (TRANSITION, AS REQUIRED). ®5 PROVIDE A CURB MOUNTED ROOF CAP FOR EF W AND M. PROVIDE COOK MODEL PR-12. PROVIDE A MINIMUM OF 10 FEET FROM OUTSIDE AIR INTAKES OF ROOFTOP UNITS. PROVIDE BACKDRAFT DAMPER (LOW PRESSURE LOSS TYPE) IN NECK AT ROOF CAP. 66 NOT USED. 67 NOT USED. 6® PROVIDE A ROOF MOUNTED ACU. REFER TO "ROOFTOP UNIT DETAIL" ON DRAWING M1.2. 69 PROVIDE 1 INCH CONDENSATE PIPING. PROVIDE MIRO INDUSTRIES MODEL 1.5 PIPE SUPPORTS. PROVIDE 4'-0" MAXIMUM SPACING. OO TERMINATE CONDENSATE DRAINS INTO THE ROOF DRAIN. MECHANICAL -LEGEND, NOTES, SCHEDULES SCALE: NONE Notes: Revisions: Seal: jil AY /r1(�y Consultants: 0 ARCHITECTURAL ENGINEERING INCORPORATE 3442 EAST LAKE ROAD, PALM HARBOR, FL 3461 CONSULTING ENGINEERS (727) 784-14. CERTIFICATE OF AUTHORIZATION: FL 3W W. RONALD MCILVEEN FL PE 3027 �9 r`• WP- r I� A 4 40 �Ir� IR • E L E M E N T S ARCHITECTS -INTERIOR DESIGNERS Tampa Office The Edgewater Building 600 South Magnolia Avenue Suite 150 Tampa, Florida 33606 Phone (813) 251-0565 Pax (813) 251-0567 Mial n1 Offi -_e 1699 Coral Way suite 503 Miami, Florida 33145 Phone (305) 858-5858 Pax (305) 858-5850 �i.. 7777y, WACHOVIA COAST• s Fa . . HERNANDO COUNTY �A ► _7"-2z = NECHANCAL LEGEND,NOTES,SCW-DULES Notes: Revisions: NORTH (D MECHANICAL - FLOOR PLAN SCALE: 1/4" = V-0" Seal: Consultants: 0 ARCHITECTURAL ENGINEERING INCORPORATE[ 3442 EAST LAKE ROAD, PALM HARBOR, FL 346&' CONSULTING ENGINEERS (727) 784-147: CERTIFICATE OF AUTHORIZATION: FL 3881 W. RONALD MCILVEEN FL PE 3027( 10 MR * WAI,4 S E L E ama E N T S ARCHITECTS -INTERIOR DESIGNERS Tampa Office The Edgewater Building 600 South Magnolia Avenue Suite 150 Tampa, Florida 33606 Phone {813} 251-0565 Fax 813 251-0567 M 1 c:i r-n i Of f i 1699 Coral Way suite 503 Miami, Florida 33145 Phone (305) 858-5853 Fox (305) 858-5850 WACHOVIA - ZEPHYR COMMONS PARCEL6 US ROUTE 301 ZEPHYRHLLS, FLOFUDA 1.. 1,'74 1 k MZWE ilewlpft DmwkV Tft/8cabMmwn by THG sommomwmm Notes: ROOFTOP UNIT EXTEND TO NEAREST OUTSIDE AIR INTAKE ROOF DRAIN SECURE CAP TO FLEXIBLE CURB WITH SHEET CONNECTIO METAL SCREWS 12" CURB —MOUNTED ROOF CAP O.C. AROUND COOK MODEL PR SERIES. PERIMETER PREFABRICATED PRESSURE TREATED DEEP SEAL ROOF CURB BASE FLASHING WOOD NAILER P—TRAP PREFABRICATED, INSULATED ROOF CURB. MOUNT AND SECURE ON WOOD NAILER. ti ROOFING 72"0 THRU—BOLT W/ MATERIAL AND = SEAL PENETRATION WITH 8 ROOF INSULATION DOUBLEWASHERSNUT AT EACH MASTIC' AA CORNER OF ROOF I TOP UNIT. (2) X-0 SCREW ATTACH CURB THRU—BOLT W/ TO ROOF PANEL W/ WASHERS AND MIN. )i SCREWS AT SUPPLY DOUBLE NUT AT 6" ON CENTER. RETURN EACH CURB CAP �2x4x1'-0" SEAL ALL DUCTWORK OPENINGS SCREW ATTACH CURB WITH NONHARDING MASTICS. TO ROOF PANEL W/ MIN. )ie"O SCREWS AT EXHAUST TRANSITION DUCT AS REQ'D. TO MAIN SUPPLY AND RETURN. 6" ON CENTER. DUCT, SEE SHEET M 1.1 PRESSURE TREATED FOR DUCT WOOD NAILER SIZES. CEILING ROOF TOP UNIT DETAIL 1 EXHAUST FAN DISCHARGE DETAIL 2 SCALE: NONE SCALE: NONE TRUNK DUCT FLEXIBLE DUCT (CLASS 1 AS LISTED—U.L 181) MAX. LENGTH I W 12" MINIMUM ((— ROUND BRANCH TAKEOFF FITTING W/ VOLUME DAMPER EQUAL WIDTH CEILING DOUBLE THICKNESS — RADIUS WIDTH TURNING VANES SUPPLY AIR DIFFUSER OR RETURN GRILLE TO MATCH CEILING TYPE. SUPPLY AIR DIFFUSERS SHALL HAVE OPPOSED BLADE DAMPER. CEILING DIFFUSER DETAIL 3 ELBOW DETAIL 4 SCALE: NONE SCALE: NONE ROOFTOP UNIT LOCATE S.P. PROBE 2" MERV 13 FILTER BETWEEN FILTER AND COIL TRUNK DUCT FLEXIBLE DUCT (CLASS 1 AS Opv OUTSIDE AIR :NTAKE LISTED—U.L. 181) =p MAXIMUM LENGTH 6'-0" p� FACTIORY INSULATED PLENUM Up STATIC PRESSURE SENSOR DWYER MODEL A-302. POSITION AS RECOMMENDED BY MANUFACTURER TO READ STATIC PRESSURE. VINYL TUBING IN t" EMT. MAXIMUM LENGTH=10 FT. ROUND BRANCH TAKEOFF FITTING W/ VOLUME DAMPER UNISTRUT CEILING SUPPLY AIR SLOT DIFFUSER on FILTER MONITOR i CONTROLLER) PANEL DIFFERENTIAL PRESSURE SEE DETAIL) / TRANSMITTER PANEL WALL MOUNT �--18 GA. PLENUM RATED (SEE DETAIL) @ 60" A.F.F. SHIELDED, TWISTED PAIR CEILING NOTES: 1. WIRE CONTROLLER IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. 2. CALIBRATE 4-20 mA SIGNAL TO CORRESPOND TO A READING OF 0.000 TO 2.000" W.C. AND ADJUST DECIMAL POINT LOCATION. 3. SET ALARM POINT 1 (SP 1) AT 0.80" W.C. 4. SET ALARM POINT 2 (SP 2) AT 1.00" W.C. ELECT. 4. PROVIDE ONE TRANSMITTER AND ONE PANEL FOR EACH RTU. 115 SLOT DIFFUSER DETAIL 5 FILTER MONITOR DETAIL 6 SCALE: NONE SCALE: NONE PROVIDE PHENOLIC ENGRAVED TO STATIC PRESSURE PROBES NAMEPLATE NEAR FILTER MONITOR " VINYL TUBING IN t" EMT. PANEL (WHITE LETTERS ON GREEN FOLLOWS: NAMEPLATE) READING AS SP 1 INDICATOR LIGHT: APPROACHING FILTER CHANGE. — SP 2 INDICATOR LIGHT: DIRTY FILTER. CHANGE IMMEDIATELY. 18 GA. PLENUM RATED 18 GA. PLENUM RATED SHIELDED, TWISTED PAIR SHIELDED, TWISTED PAIR TO CONTROLLER PANEL. TO D.P. PANEL. HI LO DIFFERENTIAL PRESSURE TRANSMITTER PHENOLIC ENGRAVED 120v POWER WIRING & 120v POWER WIRING & DWYER MODEL 616C-0 0 0 NAMEPLATE CONDUIT BY E.C. RTU-X FILTER MON. CONDUIT BY E.C. 0 TO 2" W.C. SCALE ACCURACY: +/— 1 % F.S. 1 DWYER/LOVE PROCESS FUSE IN ACCORDANCE INDICATOR AND ALARM. 1. 0 0 0 WITH MANUFACTURER'S NEMA 1 PANEL, 8x8x6 SERIES 1000 INPUT: 100-240 VAC INSTRUCTIONS DWYER MOD. A-700 AUTOMATION DIRECT SP 1 Sp CUT OPENING IN PANEL 24 VDC POWER SUPPLY. 0.5 AMP MAX. OUTPUT. MODEL N1P0808 OR EQUAL NEMA 1 SCREW COVER 0 COVER. 0 REFER TO DWYER AC INPUT: 100/200/220/230-240 VAC FULL PIANO HINGE DOOR PANEL AUTOMATION DIRECT INSTRUCTION MANUAL. DC OUTPUT: 24-28 VDC MOD. SC060806 OR Differential Pressure Transmitter Panel EQUAL. Filter Monitor (Controller) Panel DP TRANSMITTER PANEL DET41L % FILTER MONITOR PANEL DETAIL 8 SCALE: NONE SCALE: NONE 65 I E 1 " PVC AC CONDENSATE PIPING. PROVIDE MIRO INDUSTRIES MODEL 1.5 PIPE SUPPORTS . SPACING SHALL NOT EXCEED 4'-0". i d� COORDINATE ROOF DRAIN 70 LOCATIONS WITH O _ ARCHITECTURAL DRAWINGS. I I III li I I �I I 1" PVC AC CONDENSATE 69 PIPING. PROVIDE MIRO INDUSTRIES MODEL 1.5 PIPE SUPPORTS . SPACING SHALL NOT EXCEED 4'-0". I COORDINATE ROOF DRAIN LOCATIONS WITH ARCHITECTURAL DRAWINGS. ii i II, i� II II ICI i � I , / h' I -- - -- --- — -- -mo NORTH t, MECHANICAL - ROOF PLAN SCALE: 1 — V-0" Revisions: Seal: Consultants: 0 ARCHITECTURAL ENGINEERING INCORPORATED 3442 EAST LAKE ROAD, PALM HARBOR, FL 34685 CONSULTING ENGINEERS (727) 784-1472 CERTIFICATE OF AUTHORIZATION: FL 3886 W. RONALD MCILVEEN FL PE 30270 PLUMBING NOTES: Notes: PLUMBING FIXTURE SCHEDULE NOTE: ALL FIXTURE APPURTENANCES SHALL BE SUPPLIED BY THE MANUFACTURER FIXTURE FIXTURE PROTOTYPE NAME AND NUMBER CONNECTION SIZES SYMBOL TYPE BASIC FIXTURE MATERIAL VALVE FAUCET REMARKS W V CW HW MC A.D.A CAROMA MFG. VITREOUS CHINA DUAL FLUSH TANK WATER SAVING DUAL 1.6 AND 0.8 GAL PER 4" 2" 1/2* -- 1 D COMPLIANT SIDNEY 270 ELONGATED COLOR: WHITE (TYPE 0.8 OR 1.6 GAL iFLUSH WITH ELONGATED CHURCH MFG. TOILET "EASY HEIGHT" FLUSH 439OTL OPEN FRONT SEAT WITH LID NO EQUAL ACCEPTED L A.D.A. KOHLER K-2005 VITREOUS CHINA DELTA MODEL iMcGUIRE SUPPLIES, STOPS, 1-1/2" P-TRAP 2" 2" 1 2 1 2 1 D COMPLIANT "KINGSTON" COLOR: WHITE I523-WF-HGMHDF 'DRAIN OFFSET AND TAILPIECE. PROVIDE LAVATORY WITH 0.5 GPM AERATOR !TRUEBRO 102W & 102W INSULATION KIT. ]� ICEMAKER C.P. INDUSTRIES PLASTIC 1 4 SHUT OFF VALVE MOUNT 12 AFF. 1 4 INLET WITH WATER __ __ 1 2 1 BOX "WATER TITE" COLOR: WHITE 'HAMMER ARRESTER SINGLE JUST MFG. 18 GAUGE ,JUST MFG. ;McGUIRE SUPPLIES, STOPS, 1-1/2" P-TRAP 2" 2" 1 2 1 2 1 D COMP. SINK #SL-ADA- 1921 -A-GR STAINLESS STEEL #JTR-51-W4-ADA TAILPIECE AND BASKET STRAINER. 1 /4" CW A.D.A. (OFFSET DRAIN) ,WITH J-ADA-35 WITH 'SUPPLY, AND FILTER FOR COFFEE MAKER. 11.0 GPM DOLE FLOW �iTRUEBRO 102W & 102W INSULATION KIT. (CONTROL AERATOR GCO FLOOR ZURN Z-1400 COATED CAST IRON -- ROUND SCORIATED TOP 3" -- -- -- CLEANOUT ADJUSTABLE TO FINISHED GRADE IN 18"L X 180W X 6"D CONCRETE PAD. JCS ADA OASIS 18 GAUGE FLEXIBLE BUBBLER McGUIRE SUPPLIES, STOPS, 1-1 2 P-TRAP 2" 2" 1 D COMPLIANT #P8ACSL AND STAINLESS STEEL AND TAILPIECE. MOUNT FIXTURE LIP PER WTR COOLER A # PFACSL 'ADA HEIGHT, CONNECT SHELL UNIT TO CHILLED ',UNIT FOR HI/LO CONFIG. '6 EWH ELECTRIC A.O. SMITH INSULATED TANK 3/4- T&P VALUE GAL., 1.5 KW, 120 1 60 WALL MOUNTED __ __ 3/4", 3 4 1 WATER MODEL DEL-6 WITH JACKET PREMANUFACTURED SHELF. PROVIDE HEATER 'VACUUM BREAKER TANK DRAIN VALVE. MOP BASIN FIAT MSB 2424 MOLDED STONE (FAUCET FIAT PROVIDE 3" DEEP SEAL P-TRAP, QUICK 3" 2" 3/4 3/4 1 830-AA, I DRAIN CONNECTOR: FIAT QDC-3SN AND HOSE & BRACKET: MOP HANGER: FIAT 889-CC 832-AA (2) SS SPLASH PANELS EQ FLOOR DRAIN JAY R. SMITH COATED CAST --- ,SQUARE BRASS TOP, ADJUSTABLE 3" 1 #2010-04-PO50IRON 70 FINISH FLOOR WALL HYDRANT ZURN TYPE BRONZE FINISH --- MILD CLIMATE TYPE, ANTI -SIPHON, -- -- 3/4`1 1 Z-1333 AUTO DRAINING, KEY OPERATOR, 12" AFF $Q, ROOF JAY R. SMITH CAST IRON --- 6" ROOF DRAIN WITH DECK CLAMP 6" -- -- -- 1 DRAIN #1010-06-C EXP-1 EXPANSION POTABLE WATER AMTROL ST-5 --- !2 GALLON CAPACITY -- -- 3/4 TANK EXPANSION TANK NOTE: SET TIMER ON RECIRC. PUMP TO OPERATE BETWEEN THE HOURS OF 8:30 AM & 5:30 PM. SET FOR 20—MINUTE ON/OFF INTERVALS. DIAL THERMOMETER — RANGE TO 16V F. RE —CIRCULATION PUMP (GRUNDFOS # UP 10-16BN5 ATLC "COMFORT" PUMP, 120/1/60, 1 20 H.P., 3 GPM LAWLER VALVE CO. 3/4- SERIES 61 THERMOSTATIC MIXING VALVE, FLOW RANGE FROM .5 GPM TO 25 GPM, SET DELIVERY TEMPERATURE TO 110' F. a 110 bc DIAL THERMOMETER — RANGE TO 160' F. VACUUM RELIEF VALVE: WATTS 36N, ABOVE TOP OF WATER HEATER. ELECTRIC WATER HEATER, LOW BOY TYPE. SET WATER �I r TEMP TO 140'F. T&P RELIEF VALVE �- EXPANSION 3/4" DRAIN VALVE TO � TANK, EXP-1 WATER HEATER PAN 3/4" T&P DRAIN TO TERMINATE ABOVE WATER HEATER PAN \_ 3/4" WATER HEATER PAN WATER HEATER PAN DRAIN TO DISCHARGE ABOVE MOP SINK WITH A 1 " SECURE BRACKET TO WALL AIR GAP W/ LAG SCREWS (MIN. 6) } _ ._` MOUNT TOP OF 1 /8"X2"GUSSET '_r BRACKET TIGHT EXPANDED METAL TO CEILING. CLEAN, PRIME AND PAINT ALL STEEL NOTE: PROVIDE DRIP PAN BELOW WATER HEATER 1-1 /2'X1-1 /2"X1 /8" MAINTAIN 72" CLEAR BELOW SUPPORT ANGLE FRAME Wall Mounted Electric Water Heater Detail (EWH-1) Not to Scale 30" � Not to Scale • o• MOP HANGER SERVICE FAUCET WITH VACUUM BREAKER. MOP (BY OTHERS) APPLY SILICONE SEALANT AROUND TOP AND SIDES OF BASIN AT WALLS AND FLOOR. MOP BASIN QUICK DRAIN CONNECTOR. FINISHED FLOOR. 1 THE PLUMBING CONTRACTOR SHALL FURNISH ALL LABOR, MATERIAL, AND EQUIPMENT REQUIRED FOR THE COMPLETION AND OPERATION OF ALL SYSTEMS IN THIS SECTION OF WORK IN ACCORDANCE WITH ALL APPLICABLE CODES. 2 THE PLUMBING CONTACTOR SHALL FURNISH AND INSTALL A COMPLETE DOMESTIC COLD WATER, HOT WATER, AND SANITARY SEWER SYSTEM TO ALL FIXTURES AND OR EQUIPMENT REQUIRING SUCH. VERIFY ALL ROUGH —IN LOCATIONS AND COORDINATE PIPING LOCATIONS WITH WORK UNDER OTHER DIVISIONS OF THE SPECIFICATIONS TO AVOID CONFLICTS. 3 THE PLUMBING CONTRACTOR SHALL SECURE ALL PERMITS, INSPECTION CERTIFICATES, ETC. AND PAY ALL CHARGES CONNECTED WITH THE SAME. 4 THE PLUMBING CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION AND NOTIFY THE ENGINEER OF RECORD OF ANY DISCREPANCIES BETWEEN THE PLANS AND EXISTING CONDITIONS AND / OR POTENTIAL PROBLEMS HE OBSERVES BEFORE CONTINUING WORK. 5 DO NOT SCALE THE PLANS. SEE ARCHITECTURAL PLANS FOR EXACT LOCATION OF DOORS, WINDOWS, FIXTURES, WALL DIMENSIONS, ETC. 6 ALL FIXTURES SHALL BE COMPLETE AND INCLUDE SUPPLIES, STOPS, VALVES, FAUCETS, DRAINS, TRAPS, TAIL PIECES, ESCUTCHEONS, ETC. TRAPS FOR ALL LAVS SHALL BE REMOVABLE. LOCATE VALVES IN A READILY ACCESSIBLE LOCATION. 7 ALL VALVES, CLEANOUTS, ETC. SHALL BE SO LOCATED AND INSTALLED TO PERMIT ACCESS FOR SERVICE WITHOUT DAMAGE TO BUILDING OR FINISHED MATERIALS. 8 ALL MATERIALS SHALL BE NEW AND SHALL FIT THE SPACE AVAILABLE. VERIFY DIMENSIONS AT SITE. 9 ALL PIPING, APPARATUS, EQUIPMENT, ETC. SHALL BE PROPERLY SUPPORTED, BRACED VERTICALLY AND HORIZONTALLY IN ACCORDANCE WITH APPLICABLE CODES AND AS REQUIRED TO PREVENT EXCESSIVE MOVEMENT DURING SEISMIC CONDITIONS. 10 SANITARY WASTE AND VENT PIPING SHALL BE SCHEDULE 40 PVC; (ASTM D 2665) WITH SCHEDULE 40 SOCKET —TYPE PIPE FITTINGS; (ASTM D 3311), UNLESS PROHIBITED BY THE LOCAL CODES. 11 WHEN PVC PIPING IS PROHIBITED BY THE LOCAL CODES, THEN SANITARY WASTE AND VENT PIPING SHALL BE HUB AND SPIGOT, SERVICE WEIGHT CAST IRON SOIL PIPE; (ASTM A 74) WITH HUB AND SPIGOT, SERVICE WEIGHT CAST IRON SOIL PIPE FITTINGS; (ASTM A 74) OR HUBLESS, SERVICE WEIGHT CAST IRON SOIL PIPE FITTINGS; (CISPI 301) UPON APPROVAL BY THE BUILDING OFFICIAL. 12 PVC PIPING SHALL NOT BE INSTALLED IN RETURN AIR PLENUMS. PIPING IN RETURN AIR PLENUMS SHALL BE SERVICE WEIGHT CAST IRON OR GALVANIZED STEEL PIPING UPON ARRIVAL BY THE BUILDING OFFICIAL. 13 ALL SANITARY WASTE PIPING 2-1/2" AND SMALLER SHALL BE SLOPED AT 1 /4" PER FOOT MINIMUM. ALL SANITARY WASTE PIPING 3" AND LARGER SHALL BE SLOPED AT 1/8" PER FOOT MINIMUM. 14 EXPOSED WASTE PIPING IN REST ROOM AREAS SHALL BE CHROME PLATED BRASS, WITH MATCHING STOPS AND ESCUTCHEONS. 15 DOMESTIC WATER PIPING SHALL BE WROUGHT SEAMLESS COPPER, TYPE "L" WITH 95-5 SILVER SOLDERED JOINTS; (ASTM B 88). 16 STERILIZE DOMESTIC WATER PIPING IN ACCORDANCE WITH HEALTH DEPARTMENT REGULATIONS AND AMERICAN WATER WORKS ASSOCIATION'S SPECIFICATIONS. 17 ALL DOMESTIC WATER PIPING SHALL BE HUNG LEVEL WITHOUT PITCH. 18 COPPER PIPING SHALL BE PROTECTED AGAINST CONTACT WITH DISSIMILAR METALS. ALL HANGERS, SUPPORTS, ANCHORS, AND CLIPS SHALL BE COPPER OR COPPER PLATED. WHERE COPPER PIPING IS CARRIED ON IRON TRAPEZE HANGERS WITH OTHER PIPING, SATISFACTORY AND PERMANENT ELECTROLYTIC ISOLATION MATERIAL SHALL PREVENT CONTACT WITH OTHER METALS. 19 COPPER PIPING SHALL BE PROTECTED AGAINST CONTACT WITH ALL MASONRY. WHERE COPPER IS SLEEVED THROUGH MASONRY, COPPER OR RED BRASS SLEEVES SHALL BE USED. WHERE COPPER MUST BE CONCEALED IN OR AGAINST MASONRY PARTITIONS, CONTACT SHALL BE PREVENTED BY COATING THE COPPER HEAVILY WITH ASPHALTIC ENAMEL AND 15#ASPHALT SATURATED FELT BETWEEN THE PIPE AND THE MASONRY PARTITION. 20 ALL WATER PIPING ABOVE GRADE SHALL BE INSULATED WITH 1" RIGID FIBERGLASS IN AN ALL —SERVICE JACKET WITH ALL JOINTS AND SEAMS SEALED WITH A VAPOR BARRIER MASTIC, OR SHALL BE INSULATED WITH 1 /2" FLEXIBLE FOAM INSULATION. FLEXIBLE FOAM INSULATION SHALL NOT BE SPLIT AND SHALL BE TAPED AT ALL THE BUTT JOINTS. 21 ALL WATER PIPING BELOW GRADE SHALL BE INSULATED WITH 1/2- FLEXIBLE FOAM INSULATION. FLEXIBLE FOAM INSULATION SHALL NOT BE SPLIT AND SHALL BE TAPED AT ALL THE BUTT JOINTS. 22 WATER PIPING SHALL NOT BE RUN IN AREAS SUBJECT TO FREEZING TEMPERATURES. WATER PIPING IN EXTERIOR WALLS SHALL BE RUN ON CONDITIONED SIDE OF THE WALL INSULATION. 23 PROVIDE SIZE ` "A" WATER HAMMER ARRESTERS (P.P.P MFG. OR EQUAL), SUPPLIES AND STOPS. EXPOSED STOPS SHALL BE CHROME PLATED. 24 PROVIDE DRAIN VALVES AT ALL LOW POINTS OF DOMESTIC WATER PIPING SYSTEMS FOR COMPLETE DRAINAGE AND INDICATE LOCATION OF SAME ON RECORD DRAWINGS. 25 PROVIDE VACUUM BREAKERS AS REQUIRED BY CODE. 26 INCOMING WATER PRESSURE SHALL BE LIMITED TO 50 PSI. MAXIMUM. 27 — 39 NOT USED. 40 A. REGULATORY REQUIREMENTS: PROVIDE ALL WORK TO MEET OR EXCEED MINIMUM REGULATORY REQUIREMENTS INCLUDING: FLORIDA BUILDING CODE: 2004 EDITION, WITH 2O06 SUPPLEMENT FLORIDA FIRE PREVENTION CODE: 2006 EDITION ADVISE THE ARCHITECT OF ANY CHANGES IN THE CONTRACT DOCUMENTS THAT MAY BE REQUIRED IN ORDER TO MEET CODE, PRIOR TO WORK (ORDERING, ROUGHING, OR INSTALLATION). B. COORDINATION: COORDINATE WITH OTHER WORK (INCLUDING FIRE PROTECTION, MECHANICAL, ELECTRICAL, STRUCTURAL AND ARCHITECTURAL) FOR AVAILABLE SPACE, SEQUENCE OF INSTALLATION, AND INSTALLATION REQUIREMENTS, PRIOR TO COMMENCING CONSTRUCTION. ADVISE THE ARCHITECT OF ANY CHANGES IN THE CONTRACT DOCUMENTS THAT MAY BE REQUIRED FOR THE WORK TO BE PERFORMED. C. DEVICE LOCATIONS: REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATION OF PLUMBING FIXTURES, PLUMBING DEVICES, AND FIXTURE INSTALLATION HEIGHTS. LOCATE ALL PIPING IN FINISHED ROOMS OR SPACES WITHIN CONCEALED LOCATIONS (FURRED CHASES OR SUSPENDED CEILINGS, AS AVAILABLE). DO NOT LOCATE PIPING ABOVE ELECTRICAL SWITCHBOARDS OR PANELBOARDS. PROVIDE METALLIC DRIP SHIELDS BELOW ALL PIPING (INCLUDING ROOF DRAINS AND STORM PIPES) IN TELEPHONE AND ELECTRICAL ROOMS. D. SIZES: WHEN A PIPE SIZE IS NOT INDICATED, SIZE THAT PIPE USING THE LARGER UPSTREAM ADJACENT SIZE, UNLESS A SMALLER SIZE IS APPROVED BY THE ARCHITECT. PROVIDE 3/4 INCH MINIMUM PIPE SIZE, UNLESS SPECIFICALLY NOTED OTHERWISE. FOR SIZES NOT INDICATED ON PLANS, REFER TO EQUIPMENT DETAILS, FLOW DIAGRAMS, RISER DIAGRAMS, AND OTHER LOCATIONS IN THE CONTRACT DOCUMENTS (DRAWINGS AND SPECIFICATIONS) FOR INFORMATION. E. SEALS: REFER TO ARCHITECTURAL DRAWINGS FOR LOCATION OF FIRE RATED PARTITIONS. SEAL ALL PENETRATIONS OF RATED PARTITIONS. 41 A. PROVIDE ALL NECESSARY FEES AND PERMITS. REVIEW OPERATION OF EACH SYSTEM WITH OWNER'S REPRESENTATIVE. PROVIDE ONE YEAR WARRANTY ON ENTIRE SYSTEM. PROVIDE RECORD DRAWING (CONTRACTOR FURNISHED SEPIA). SUBMITTALS: SUBMIT PRODUCT DATA FOR EACH NEW PLUMBING DEVICE. B. ACCESS DOORS: PROVIDE 18 INCH X 18 INCH (MINIMUM) PAINTED ALUMINUM ACCESS DOORS (WITH FULL HINGE AND KEY) FOR ACCESS TO VALVES, EQUIPMENT AND ACCESSORIES IN PLASTER, DRYWALL, OR IN ACCESSIBLE CEILINGS OR IN WALLS. GROUP DEVICES AT ONE LOCATION, AS AVAILABLE. C. FINISHES: PROVIDE CHROMED FINISH ON ALL EXPOSED PIPING IN FINISHED ROOMS. 42 — 49 NOT USED. 50 BURIED 4 INCH SANITARY PIPING (19 DFU). PROVIDE A TWO WAY CLEANOUT AND MAKE CONNECTION TO CIVIL (SITE) SANITARY PIPING. INVERT = 3'-0" BELOW FINISH FLOOR. 51 BURIED 1-1/4 INCH COLD WATER PIPING (19 WSFU, 20 GPM). MAKE CONNECTION TO CIVIL (SITE) CW PIPING. 52 BURIED 6 INCH STORM PIPING (2,010 SF CONNECTED). PROVIDE A TWO WAY CLEANOUT AND MAKE CONNECTION TO CIVIL (SITE) STORM PIPING. INVERT = 3'-6" BELOW FINISHED FLOOR. 53 BURIED 6 INCH STORM PIPING (2,520 SF CONNECTED). PROVIDE A TWO WAY CLEANOUT AND MAKE CONNECTION TO CIVIL (SITE) STORM PIPING. INVERT = 3'-6" BELOW FINISHED FLOOR. 54 NOT USED. 55 1-1/4" CW RISER UP TO CEILING SPACE. PROVIDE AN ISOLATION VALVE IN THE RISER NEAR THE FLOOR (12" ABOVE FINISH FLOOR). 56 PROVIDE A WALL MOUNTED ELECTRIC WATER HEATER. REFER TO THE EWH DETAIL ON DRAWING PO.1. 57 ROUTE THE EWH SAFETY PAN DRAIN AND THE P&T RELIEF VALVE DRAIN (EACH FULL SIZE BUT 3/4" MINIMUM) DOWN WITHIN WALL AND TERMINATE 6" ABOVE THE GRADE. 58 ROUTE A 1 /2" BURIED CW FROM THE TRAP PRIMER, LOCATED AT THE LAVATORY, TO THE FLOOR DRAIN. 59 PROVIDE A 3/4" HOT WATER LOOP DOWN IN WALL. 3" VTR ROOF 2 N e e M S N> N N> 1D N> 1D yN N> 1D yN WC 1D 1D MS WC FD FD FLOOR 1 > 1 D > e 1 03" 4" p 3"3 43" =-\--, 3p S� ="- �- SANITARY RISER DIAGRAM NO SCALE PLUMBING LEGEND SYMBOL DESCRIPTION ABOVEGROUND PIPING (TYPICAL ALL SYSTEMS) BURIED PIPING (TYPICAL ALL SYSTEMS) S SANITARY PIPING VENT PIPING DOMESTIC COLD WATER PIPING DOMESTIC HOT WATER PIPING 1---HWRC---i DOMESTIC HOT WATER RECIRCULATING PIPING DIRECTION OF FLOW —�Q— ISOLATION VALVE PIPE RISE D PIPE DROP T DROP ] PIPE CAP WCO __II WALL CLEANOUT 00 GCO GRADE CLEANOUT ® RECIRCULATING PUMP HANDICAPPED/FL,ADA 1D ACCESSIBLE FIXTURE wC WATER CLOSET TYPE 1D L LAVATORY TYPE 1D eELECTRIC WATER HEATER TYPE S SINK TYPE 1D IM ICEMAKER BOX TYPE EWC ELECTRIC WATER COOLER TYPE 1D MS MOP SINK TYPE eFLOOR DRAIN TYPE 1 eWALL HYDRANT TYPE O DRAWING NOTE: REFER TO NOTES ON EACH DRAWING ABBREVIATION DESCRIPTION AFF ABOVE FINISHED FLOOR CLG CEILING CO CLEANOUT CW COLD WATER DFU DRAINAGE FIXTURE UNITS DN DOWN ELECT ELECTRICAL FIN FL ELEV FINISHED FLOOR ELEVATION FCO FLOOR CLEANOUT FT FEET GPM GALLONS PER MINUTE HVAC HEATING, VENTILATING, AND AIR CONDITIONING HW HOT WATER IN INCH INV INVERT P&T PRESSURE AND TEMPERATURE SAN SANITARY VB VACUUM BREAKER V VENT VTR VENT THROUGH ROOF WFU WATER FIXTURE UNITS WCO WALL CLEANOUT TWO—WAY GCO 4" SAN k. 4" Sty (19 DFU ) Revisions: Seal: Consultants: 0 ARCHITECTURAL ENGINEERING INCORPORATED 3442 EAST LAKE ROAD, PALM HARBOR, FL 34685 CONSULTING ENGINEERS (727) 784-1472 CERTIFICATE OF AUTHORIZATION: FL 3886 W. RONALD MCILVEEN FL PE 30270 zZ I MUT 07=77-TAT-T-14,►►+� WACHOVIA ZEPHYR COMMONS PARCEL 6 US ROUTE 301 ZEPHYw- FLORIDA Notes: 2-WAY G 50 (19 DF 1 /4-CW 19 WSFU/ 0 GPM) 51 57 I 37 -_ (2,200 SF — — —ST-0-gr 52 RD 1 2-WAY GCO 4" (2,200 SF) OVERFLOW SCUPPER. REFER TO ARCHITECTURAL WORK 6" ST (3,000 SF) - — �T♦-6a 53 2-WAY GCO HB 1 RD 4" (3,000 SF) OVERFLOW SCUPPER. REFER TO ARCHITECTURAL WORK CANOPY DRAIN RAIN WATER LEADER (BY MCGEE), SHOWN FOR REFERENCE ONLY 0 c) CANOPY DRAIN RAIN WATER LEADER (BY MCGEE), SHOWN FOR REFERENCE ONLY 0 CANOPY DRAIN RAIN WATER LEADER BY MCGEE), SHOWN FOR REF RENCE ONLY 0 CANOPY DRAIN RAIN WATER LEADER BY MCGEE), SHOWN FOR REF RENCE ONLY 0 NORTH PLUMBING - FLOOR PLAN Revisions: Seal: Mile l� 6 w -.................................... .............. ......_........................ _........................... ...................... ..... Consultants: 0 ARCHITECTURAL ENGINEERING INCORPORATED 3442 EAST LAKE ROAD, PALM HARBOR, FL 34685 CONSULTING ENGINEERS (727) 784-1472 CERTIFICATE OF AUTHORIZATION: FL 38a6 W. RONALD MCILVEEN FL PE 30270 GENERAL ELECTRICAL NOTES (ALL "E" DRAWINGS): Notes: Revisions: 1 A. REGULATORY REQUIREMENTS: PROVIDE ALL WORK TO MEET OR EXCEED MINIMUM REGULATORY REQUIREMENTS INCLUDING: FLORIDA BUILDING CODE: 2004 EDITION WITH 2O06 SUPPLEMENT FLORIDA FIRE PREVENTION CODE: 2006 EDITION ADVISE THE PROJECT A/E OF ANY CHANGES IN THE CONTRACT DOCUMENTS THAT MAY BE REQUIRED IN ORDER TO MEET CODE, PRIOR TO WORK (ORDERING, ROUGHING, OR INSTALLATION). B. COORDINATION: COORDINATE WITH OTHER WORK FOR AVAILABLE SPACE, SEQUENCE OF INSTALLATION, AND INSTALLATION REQUIREMENTS, PRIOR TO COMMENCING CONSTRUCTION. ADVISE THE PROJECT A/E OF ANY CHANGES IN THE CONTRACT DOCUMENTS THAT MAY BE REQUIRED FOR THE WORK TO BE PERFORMED. C. EXISTING FIELD CONDITIONS: THE CONTRACT DOCUMENTS INDICATE THE DESIGN INTENT USING AVAILABLE INFORMATION. THE CONTRACTOR IS TO ADVISE THE PROJECT A/E IF EXISTING CONDITIONS DIFFER FROM THOSE SHOWN. ALSO ADVISE THE PROJECT A/E IF CODE OR SAFETY CONFLICTS EXIST. THE CONTRACTOR IS REQUIRED TO VISIT THE SITE (PRIOR TO THE BID) TO BECOME FAMILIAR WITH CONDITIONS AND INSTALLATION DETAILS THAT WILL AFFECT HIS WORK. CHANGES IN THE CONTRACT SUM AND CONTRACT TIME WILL NOT BE ALLOWED FOR FAILURE TO INVESTIGATE FIELD CONDITIONS. ALL WORK IS NEW, UNLESS NOTED OTHERWISE. D. DEVICE LOCATIONS: COORDINATE THE LOCATIONS OF EXISTING LIGHTING FIXTURES, AND OTHER CEILING ITEMS IN THE FIELD. ALSO COORDINATE LOCATIONS OF NEW DEVICES AND OTHER EXISTING WALL ITEMS IN THE FIELD. LOCATE ALL CONDUITS AND WIRING IN FINISHED ROOMS OR SPACES WITHIN CONCEALED LOCATIONS (FURRED CHASES OR SUSPENDED CEILINGS, AS AVAILABLE), UNLESS SPECIFICALLY NOTED OTHERWISE. E. SIZES: WHEN A CONDUIT OR CONDUCTOR SIZE IS NOT INDICATED, SIZE THAT CONDUIT OR CONDUCTOR USING THE LARGER ADJACENT UPSTREAM SIZE (IN ACCORDANCE WITH THE NEC), UNLESS A SMALLER SIZE HAS BEEN APPROVED BY THE PROJECT A/E. PROVIDE 1/2 INCH MINIMUM CONDUIT SIZE, UNLESS SPECIFICALLY NOTED OTHERWISE. FOR SIZES NOT INDICATED ON PLANS, REFER TO RISER DIAGRAMS AND OTHER LOCATIONS IN THE CONTRACT DOCUMENTS (DRAWINGS AND SPECIFICATIONS) FOR INFORMATION. 2 THE ELECTRICAL CONTRACTOR SHALL OBTAIN ALL PERMITS AND PAY SUCH FEES, AS MAY BE NECESSARY FOR INSPECTIONS, TESTS, AND OTHER SERVICES NECESSARY FOR THE COMPLETION OF THIS WORK. 3 CONTRACTOR SHALL VISIT THE SITE AND EXAMINE CONDITIONS OF THE PREMISES AND THE CHARACTER AND EXTENT OF WORK REQUIRED PRIOR TO SUBMISSION OF BIDS. ANY DIFFICULTIES IN COMPLYING WITH THE DRAWINGS AND SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT / ENGINEER BEFORE BIDDING. 4 IT IS THE INTENT OF THESE DRAWINGS AND OTHER RELATED DOCUMENTS TO PRODUCE A COMPLETE AND FUNCTIONING ELECTRICAL SYSTEM. THE ELECTRICAL CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIAL AND OTHER SERVICES AS MAY BE NECESSARY TO ACHIEVE THIS PRODUCT. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO BRING TO THE ATTENTION OF THE ARCHITECT ANY DISCREPANCIES IN THE PLANS AND SPECIFICATIONS THAT WILL AFFECT THE WORK, PRIOR TO SUBMISSION OF HIS BID PRICE. 5 IF, DURING THE COURSE OF THE WORK, THE CONTRACTOR EXPERIENCES A PROBLEM WITH THE PERFORMANCE OF THE INSTALLATION RELATIVE TO THE PLANS AND SPECIFICATIONS, THE NATIONAL ELECTRICAL CODE, OTHER APPLICABLE CODES AND GOVERNING DOCUMENTS, THE CONTRACTOR SHALL BRING THE PROBLEM TO THE ATTENTION OF THE ARCHITECT AND / OR THE ENGINEER FOR RESOLUTION PRIOR TO EXECUTION OF THE WORK. 6 ALL MATERIAL SHALL BE NEW AND BEAR THE U.L. LABEL LISTED APPROVAL FOR ITS INSTALLED APPLICATION. 7 ALL MAJOR COMPONENTS OF THE ELECTRICAL SYSTEMS, SUCH AS SAFETY DISCONNECT SWITCHES AND PANELBOARDS, SHALL BE BY THE SAME MANUFACTURER AND SHALL BE ONE OF THE FOLLOWING: SQUARE "D" COMPANY, GENERAL ELECTRIC, OR CUTLER —HAMMER. 8 CIRCUIT BREAKERS USED FOR SWITCHING OF LIGHTING OR SIGN CIRCUITS SHALL BE APPROVED FOR SWITCHING DUTY AND SHALL BE MARKED "SWD" IN ACCORDANCE WITH N.E.C. ART. 240.83 (D). 9 PROVIDE "LOCKING" TYPE DEVICES ON ALL CIRCUIT BREAKERS CONNECTED TO EMERGENCY AND NIGHT LIGHTING, SIGNS, FIRE ALARM, SECURITY SYSTEMS, AFTER HOUR DEPOSIT AND AUTOMATIC TELLER MACHINES. 10 ALL SWITCHES, DUPLEX RECEPTACLES, AND TELEPHONE OUTLETS TO BE FLUSH MOUNTED, THROUGHOUT. 11 ALL SERVICE EQUIPMENT SHALL BE GROUNDED IN ACCORDANCE WITH N.E.C. ARTICLE 250. 12 ELECTRICAL CONTRACTOR SHALL COORDINATE WITH MECHANICAL CONTRACTOR FOR EXACT LOCATIONS OF HVAC EQUIPMENT. 13 SEE REFLECTED CEILING PLAN FOR EXACT LOCATION OF LIGHT FIXTURES. 14 ELECTRICAL PLANS ARE DIAGRAMMATIC. DO NOT SCALE DRAWINGS. 15 CONSULT PLANS OF ALL OTHER TRADES FOR COORDINATION AND FOR RELATED AND ADJOINING WORK. 16 CONSULT ARCHITECTURAL AND STRUCTURAL PLANS AND DETAILS FOR CONSTRUCTION TYPE, HEADROOM, ROOM FINISHES, CEILINGS, ETC. 17 ALL WORK SHALL BE DONE AT SUCH TIMES AND IN SUCH A MANNER AS WILL LEAST INTERFERE WITH THE MAINTENANCE AND OPERATION OF ALL RELATED OR AFFECTED SYSTEMS. ALL POWER OUTAGES SHALL BE COORDINATED WITH OWNER. 18 THE CORRECT NUMBER OF WIRES MAY NOT BE INDICATED FOR ALL CIRCUITS, ONLY THOSE WHERE CLARIFICATION IS NECESSARY. THE ELECTRICAL CONTRACTOR SHALL PROVIDE ALL WIRES NECESSARY FOR THE PROPER FUNCTION OF THE SYSTEM. 19 ALL EMPTY CONDUIT RUNS IN EXCESS OF 10 FT. SHALL BE PROVIDED WITH A PULL WIRE OR FISH TAPE / CORD. 20 ALL BRANCH CIRCUIT CONDUCTORS FROM THE PANEL TO THE FIRST OUTLET SHALL BE INCREASED TO THE NEXT LARGER SIZE WHERE THE LENGTH OF THE HOME RUN EXCEEDS 100 FT. ON 120/208V CIRCUITS. 21 CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER SIZING OF ALL MOTOR OVERLOAD DEVICES (HEATERS) IN STARTERS BASED ON ACTUAL NAMEPLATE RATINGS ON THE MOTORS BEING INSTALLED. 22 CONTRACTOR SHALL NOTE U.L. LABELS ON PACKAGE TYPE MECHANICAL EQUIPMENT. IF U.L. LABEL ON MECHANICAL EQUIPMENT CALLS FOR THE OVERCURRENT PROTECTIVE DEVICE TO BE FUSES, THE ELECTRICAL CONTRACTOR SHALL PROVIDE A FUSED DISCONNECT SWITCH WITH PROPER SIZE FUSES AT THE SWITCH LOCATION INDICATED ON DRAWINGS. 23 CONTRACTOR SHALL VERIFY WIRE SIZES, C/B AND FUSE RATINGS FOR ALL HVAC EQUIPMENT, AND BRING TO THE ATTENTION OF THE ARCHITECT AND / OR THE ENGINEER ANY DISCREPANCIES AFFECTING THE WORK PRIOR TO PROCEEDING. 24 HORSEPOWER RATINGS INDICATED ON DRAWING MAY DIFFER FROM ACTUAL EQUIPMENT FURNISHED. IF FURNISHED EQUIPMENT DIFFERS FROM RATINGS ON DRAWINGS, CONTRACTOR SHALL NOTIFY ARCHITECT AND / OR THE ENGINEER FOR APPROPRIATE ACTION TO BE TAKEN. 25 PROVIDE APPROVED "HACR" TYPE CIRCUIT BREAKERS FOR ALL HEATING, AIR CONDITIONING, AND REFRIGERATION EQUIPMENT INDICATED FOR CONNECTION ON ELECTRICAL DRAWINGS. 26 ALL DEVICES AND COVER PLATES SHALL BE CONSTRUCTED OF MOLDED NYLON MATERIALS. COLOR OF DEVICES AND MATCHING COVER PLATES SHALL BE AS SELECTED BY THE ARCHITECT. 27 THE CONTRACTOR SHALL GUARANTEE ALL HIS WORK AND MATERIALS FOR A PERIOD OF ONE YEAR AFTER ACCEPTANCE BY OWNER. 28 IT SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR TO COORDINATE SERVICE REQUIREMENTS FOR POWER AND TELEPHONE UTILITIES. 29 PROVIDE A #10 NEUTRAL CONDUCTOR FOR ALL MULTIWIRE RECEPTACLE BRANCH CIRCUITS. 30 FOR ALL EQUIPMENT RATED 100 AMPS OR LESS, E.C. SHALL PROVIDE TERMINATIONS WHICH ARE LISTED FOR USE AT 75 DEGREES C OR PROVIDE WIRING SIZED USING THE 60 DEGREE C AMPACITY. 31 RECEPTACLES ON SEPARATE CIRCUITS SHALL BE RATED 20 AMP, 120 VOLT. 32 WIRE AND CABLE SHALL BE COPPER, TYPE THHN/THWN, MINIMUM #12 AWG. 33 PANELBOARD DIRECTORIES SHALL BE UPDATED TO REFLECT ALL WORK DONE AS PART OF THIS PROJECT. 34 ALL NEW BRANCH CIRCUITS SHALL BE EQUIPPED WITH A MINIMUM #12 AWG GREEN EQUIPMENT GROUND CONDUCTOR. 35 CONDUIT RUN UNDERGROUND SHALL BE PVC SCHEDULE 40. ALL BUILDING WIRING SHALL BE RUN IN METALLIC CONDUIT. INTERIOR CONDUIT SHALL BE EMT. EXTERIOR CONDUIT SHALL BE IMC OR RMC. 36 FOR IG RECEPTACLES, PROVIDE 2#12 GREEN GROUND WIRES IN BRANCH CIRCUIT BACK TO PANELBOARD. 37 — 49 NOT USED. 50 OPEN / CLOSED LANE SIGNS ARE CONTROLLED BY SWITCHES AT THE DRIVE / THRU TELLER LOCATION. THE ATM SIGN STAYS ON CONTINUOUSLY. 51 SEE SWITCHING STATION DETAIL THIS SHEET. 52 4#12, 1/2"C TO LIGHTING TERMINAL BLOCK LTB. 53 LIGHTING TROUGH T-1 WITH LIGHTING CONTACTORS AND TIME CLOCK. SEE TROUGH T-1 DETAIL THIS SHEET. 54 LABEL SWITCH "LOBBY LIGHTING". PROVIDE 2#12, 1/2"C TO LIGHTING TERMINAL BLOCK LTB. SPROVIDE J—BOX WITH BLANK COVER ABOVE THE HUNG CEILING (13'8" AFF) FOR CONNECTION TO SIGN BY OTHERS. 56 CONNECT BATTERY CHARGE CIRCUIT AHEAD OF SWITCHING. 57 MOUNT PHOTOCELL ON NORTH FACING PARAPET WALL. 58 PROVIDE CONNECTION TO SIGN. COORDINATE CONNECTION WITH SIGN SUPPLIER. 59 — S NOT USED. 70 FOR AHD POWER, MOUNT 70" AFF TO BOTTOM OF BOX. 71 PROVIDE CONNECTION (USE FLEXIBLE CONDUIT) TO MECHANICAL FAN (WITH PLUG—IN MOTOR USED AS DISCONNECT). ROUTE POWER TO TIME CLOCK. 72 PROVIDE CONNECTION (USE FLEXIBLE CONDUIT) TO MECHANICAL FAN (WITH PLUG—IN MOTOR USED AS DISCONNECT). ROUTE POWER THROUGH MECHANICAL WALL DEVICE (THERMOSTAT OR WALL TIMER). 73 MOUNT RECEPTACLES INSIDE CABINET. COORDINATE INSTALLATION WITH MILL WORK PROVIDER. SPROVIDE 4" SQUARE JUNCTION BOX ABOVE CEILING FOR EACH LANE. 75 PROVIDE CONNECTION TO DRIVE—THRU CUSTOMER UNIT. 76 MOUNT RECEPTACLES ON OWNER FURNISHED DATA RACK. COORDINATE LOCATION WITH OWNER. 77 OUTLETS TO BE MOUNTED HORIZONTALLY. COORDINATE OUTLET LOCATION WITH OWNER FURNISHED FLAT SCREEN TV BRACKET. 78 3/4"C WITH RG-6 COAX CABLE TO SATELLITE CONTROLLER. PROVIDE 5' SLACK CABLE. 79 3/4"C WITH RG-6 COAX CABLE TO STB. PROVIDE 5' SLACK CABLE AT EACH END. 80 ALL COAX CABLE TERMINATIONS BY A/V SATELLITE EQUIPMENT INSTALLER. 81 PROVIDE CONNECTION (USE FLEXIBLE CONDUIT) TO MECHANICAL FAN (WITH PLUG—IN MOTOR USED AS DISCONNECT). CONNECT TO LIGHTING CIRCUIT AHEAD OF SWITCHING. ROUTE POWER THROUGH MECHANICAL WALL DEVICE (THERMOSTAT OR WALL TIMER). 82 3" TELEPHONE SERVICE CONDUIT. SEE "MAIN TELEPHONE TERMINAL BOARD (MTB)" THIS DRAWING. 83 PROVIDE 6" SQ. JUNCTION BOX MOUNTED IN KNEE SPACE. 84 COORDINATE LOCATION WITH BANK. MOUNT ABOVE CANOPY CEILING. 85 PROVIDE 3/4" CONDUIT FOR VIDEO TO JUNCTION BOX AT TELLER WINDOW. 86 PROVIDE 3/4" CONDUIT FOR AUDIO AND CONTROL TO JB-1. 87 LOCATION OF SATELLITE DISH CONTROLLER INSIDE MILLWORK. 88 CONNECT TO VAULT VENTILATOR. 89 CONNECT TO VAULT LIGHT CIRCUIT. MOUNT ABOVE VAULT DOOR. 90 MOUNT RECEPTACLE ABOVE CEILING FOR DYE PACK UNIT. 91 FOR IRRIGATION CONTROLLER, COORDINATE EXACT LOCATION WITH IRRIGATION CONTRACTOR. 92 PROVIDE DISCONNECT SWITCH AND MAKE CONNECTION TO ELECTRIC WATER HEATER UTILIZING LIQUIDTIGHT FLEXIBLE METALLIC CONDUIT. 93 NOT USED. 94 NOT USED. 95 PROVIDE CONNECTION TO ROOFTOP UNITS PACKAGED DISCONNECT USING LIQUIDTIGHT FLEXIBLE CONDUIT. ROUTE CONDUIT WITHIN UNIT TO AVOID ROOF PENETRATION. 96 PROVIDE (2) 1" CONDUITS TO DATA RACK. 97 SURFACE MOUNT OUTLET. RUN SURFACE METAL RACEWAY VERTICALLY TO ABOVE CEILING. 98 SURFACE MOUNT OUTLET. RUN SURFACE METAL RACEWAY HORIZONTALLY TO CONDUIT UP IN WALL. 99 COORDINATE MOUNTING HEIGHT OF JUNCTION BOX WITH SURROUND. 00 CONDUIT TO ABOVE CEILING. 101 MOUNT OUTLET HORIZONTALLY. 10 MOUNT THIS RECEPTACLE AND TV OUTLET IN RECESSED ELECTRICAL BOX. LEVITON PRODUCT #4717—REB. 0® 2#12, 1#12 G, 1/2"C TO TIME CLOCK. 0 60" AFF TO CENTER OF BOX. ELECTRICAL SYMBOL LEGEND HOMERUN TO PANELBOARD. NUMBER OF ARROWS INDICATES NUMBER OF CIRCUITS. CONDUIT RUN CONCEALED IN WALL OR ABOVE CEILING. / CONDUIT RUN CONCEALED IN OR BELOW FLOOR OR UNDERGROUND. CONDUIT RUN EXPOSED SERVICE OR EQUIPMENT GROUND. ❑ JUNCTION BOX FLUSH MOUNTED UNLESS INDICATED OTHERWISE. = PANELBOARD (SURFACE MOUNTED). TELEPHONE EQUIPMENT BACKBOARD, SEE TELEPHONE AND SATELLITE SCHEMATIC NOTES. A • RECESSED FLUORESCENT LIGHTING FIXTURE. LETTER INDICATES TYPE. DARKENED HALF IN ANY LIGHTING FIXTURE SYMBOL SHOWN HEREIN INDICATES A THAT FIXTURE SHALL CONTAIN A SELF—CONTAINED BATTERY PACK NL DARKENED HALF IN ANY LIGHTING FIXTURE WITH NL SYMBOL SHOWN HEREIN INDICATES A THAT FIXTURE IS ON UNSWITCHED NIGHT LIGHTING SYSTEM, W/SELF— CONTAINED BATTERY PACK AND INVERTER O CEILING MOUNTED INCANDESCENT OR FLUORESCENT OR HID FIXTURE. ® CEILING MOUNTED EXIT LIGHT. SINGLE FACE, BLACKENED AREA REPRESENTS FACE. FO WALL MOUNTED EXIT LIGHT. SINGLE FACE, BLACKENED AREA REPRESENTS FACE. SINGLE POLE SWITCH IN FLUSH OUTLET BOX, 48 INCHES ABOVE FINISHED FLOOR, UNLESS HEIGHT IS OTHERWISE NOTED ON PLAN. 3 THREE—WAY SWITCH IN OUTLET BOX, 48 INCHES ABOVE FINISHED FLOOR. WALL MOUNTED TYPE MOTION DETECTOR SWITCH IN FLUSH MOUNTED OUTLET BOX, D1 48" ABOVE FINISHED FLOOR. LITHONIA MODEL #LIRW MVOLT. WALL MOUNTED TYPE MOTION DETECTOR SWITCH IN FLUSH MOUNTED OUTLET BOX, D2 48" ABOVE FINISHED FLOOR. LITHONIA MODEL #LIRW DS MVOLT. T TWIST TIMER, TORK #A506H 125—VOLT, 15A, 3 WIRE DUPLEX RECEPTACLE IN FLUSH OUTLET BOX, 18 INCHES ABOVE FINISHED FLOOR. SEE GENERAL NOTE 31. 125—VOLT, 15A, 3 WIRE DOUBLE DUPLEX RECEPTACLE IN FLUSH OUTLET BOX, 18" ABOVE FINISHED FLOOR. SEE GENERAL NOTE 31. =4 125—VOLT, 15A, 3 WIRE DOUBLE DUPLEX RECEPTACLE IN FLUSH OUTLET BOX, 48 INCHES ABOVE FINISHED FLOOR, 6 INCHES ABOVE DESK/COUNTERTOP, OR 2 INCHES ABOVE COUNTERTOP BACKSPLASH AS REQUIRED BY CONDITION, OR AS NOTED. SEE GENERAL NOTE 31. 125—VOLT, 15A, 3 WIRE DUPLEX RECEPTACLE IN FLUSH OUTLET BOX, 48 INCHES ABOVE FINISHED FLOOR, 6 INCHES ABOVE DESK/COUNTERTOP, OR 2 INCHES ABOVE COUNTERTOP BACKSPLASH AS REQUIRED BY CONDITION, OR AS NOTED. SEE GENERAL NOTE 31. EEO 125—VOLT, 30A, SIMPLEX RECEPTACLE IN FLUSH OUTLET BOX, COORDINATE MOUNTING. SEE GENERAL NOTE 31. 125—VOLT, 15A, 3 WIRE GROUND FAULT INTERRUPTER TYPE DUPLEX RECEPTACLE IN GFI FLUSH OUTLET BOX, 18 INCHES ABOVE FINISHED FLOOR, OR AS NOTED. SEE GENERAL NOTE 31. 125—VOLT, 15A, 3 WIRE DUPLEX RECEPTACLE WITH STAINLESS STEEL WEATHERPROOF COVER, 18 INCHES ABOVE FINISHED FLOOR, OR AS NOTED. SEE GENERAL NOTE 31. 125—VOLT, 15A, 3 WIRE ISOLATED GROUND TYPE RECEPTACLE IN IG FLUSH OUTLET BOX, 18 INCHES ABOVE FINISHED FLOOR, OR AS NOTED. SEE GENERAL NOTE 36. 125—VOLT, 15A, 3 WIRE ISOLATED GROUND TYPE RECEPTACLE IN FLUSH OUTLET BOX MOUNTED EWC UP IN EWC CABINET, 18 INCHES ABOVE FINISHED FLOOR, OR AS NOTED. SEE GENERAL NOTE 31. PROVIDE NEW WALKER RFB4 SERIES CAST IRON FLOOR BOX, FOR CONCRETE ON GRADE, WITH S36BBT—CAL COVER PLATE. COORDINATE COLOR WITH OWNER. PROVIDE WITH TWO DUPLEX N5-15R OUTLETS. STUB 1"EC FROM COMMUNICATIONS COMPARTMENTS TO ACCESSIBLE CEILING SPACE OR AS INDICATED ON DRAWINGS. • FLUSH OUTLET BOX FOR WALL —MOUNTED TELEPHONE 48 INCHES ABOVE FINISHED FLOOR, 6 INCHES ABOVE COUNTERTOP, OR AT HEIGHT INDICATED ON PLAN, WITH 3/4" CONDUIT TO 6" ABOVE ACCESSIBLE CEILING. d TELEPHONE/DATA OUTLET, 4" X 4" OUTLET BOX WITH A 1 GANG COVER WITH (1) 3/4" CONDUIT TO 6" ABOVE ACCESSIBLE CEILING. DEVICE TO BE 18" AFF OR AS NOTED. e" TELEPHONE/DATA OUTLET, 4" X 4" OUTLET BOX WITH A 1 GANG COVER WITH (1) 3/4" CONDUIT TO 6" ABOVE ACCESSIBLE CEILING. DEVICE TO BE 48" AFF, 6" ABOVE DESK/COUNTERTOP, OR 2" ABOVE COUNTERTOP BACKSPLASH AS REQUIRED BY CONDITION, OR AS NOTED. FLUSH OUTLET BOX AND TELEVISION COVERPLATE 48 INCHES ABOVE FINISHED FLOOR, 6 INCHES ABOVE COUNTERTOP, OR AT HEIGHT INDICATED ON PLAN, WITH 3/4" CONDUIT TO 6" ABOVE ACCESSIBLE CEILING. Q CONNECTION TO FRACTIONAL HORSEPOWER ELECTRIC MOTOR. (� PHOTOELECTRIC CELL MOUNT NORTH FACING ON PARAPET WALL. PROVIDE TORK #2101 © ELECTRICALLY HELD LIGHTING CONTACTOR. Q FILTER MONITOR PANEL, FURNISHED BY MECHANICAL CONTRACTOR. N PROGRAMMABLE TIME CLOCK, FURNISHED BY HVAC CONTRACTOR. SURGE SUPPRESSOR ❑P NON —FUSIBLE DISCONNECT SWITCH IN NEMA-1 ENCLOSURE. PROVIDE NUMBER OF POLES AS REQUIRED, VOLTAGE RATING AS REQUIRED. 3R INDICATES NEMA-3R ENCLOSURE. FUSIBLE DISCONNECT SWITCH IN NEMA-1 ENCLOSURE. PROVIDE NUMBER OF POLES AS REQUIRED, FUSE SIZE AS INDICATED, VOLTAGE RATING AS REQUIRED. 3R INDICATES NEMA-3R ENCLOSURE. O SECURITY SYSTEM OUTLET. NUMERAL IDENTIFIES OUTLET. SEE SECURITY SYSTEM BOX LEGEND. ODRAWING NOTES SYMBOL ASTB ALARM SYSTEM TERMINAL BOARD EC EMPTY CONDUIT NTH PULLCORD FPN FUSE PER NAMEPLATE GFI GROUND FAULT INTERRUPTER IG ISOLATED GROUND MTB MAIN TELEPHONE TERMINAL BOARD NF NON —FUSED NL NIGHT LIGHTING STB SATELLITE TERMINAL BOARD WP WEATHERPROOF NATIONAL SALES CONTRACT: ALL LIGHTING FIXTURES, PANELBOARDS, DISCONNECT SWITCHES, CONTACTORS, AND SIMILAR EQUIPMENT SHALL BE PURCHASED THROUGH WACHOVIA NATIONAL SALES CONTRACT. CONTACT ERIC SWANN (704-587-4025/eric.swann®gexpro.com) OR ERICA BRAWLEY (704-587-4018/Erica.Browley0gexpro.com) AT GEXPRO SUPPLY IN CHARLOTTE, NC FOR PRICING. Seal: aX Consultants: 0 ARCHITECTURAL ENGINEERING INCORPORATED 3442 EAST LAKE ROAD, PALM HARBOR, FL 34655 CONSULTING ENGINEERS (727) 784-1472 CERTIFICATE OF AUTHORIZATION: FL 3888 W. RONALD MCILVEEN FL PE 30270 4 go 0 met E L E aMA E N T S ARCHITECTS • l NTERIOR DESIGNERS Tampa Office The Edgewater Building 600 South Magnolia Avenue Suite 150 pampa, Florida 33606 Phone �813 813} 251-�-0565 Fox 251-0567 Mic3r-ni Office 1699 Coral Way suite 503 Miami, Florida 33145 Phone 305 858-5858 Fax 305 858-5850 = .: WACHOVIA ZEPHYR ! PARCEL 6 US ROUTE IE<' ZEPHYRHILLS, �"T'�; �''%7:.•Tj �. f- � , :fig; aTft/8cab/1Dmwn by ELECTRICAL LEGEND,NOTES,SCHEDULES III Notes: Revisions: THE SHORT CIRCUIT RATING OF ALL SERVICE EQUIPMENT AND PANELBOARDS SHALL BE NO LESS THAN THE 22,000 AIC BEFORE PURCHASING THIS EQUIPMENT, THE ELECTRICAL CONTRACTOR SHALL CONTACT THE POWER COMPANY AND OBTAIN, IN WRITING, THE MAXIMUM SHORT CIRCUIT CURRENT THE POWER COMPANY IS FURNISHING TO THE POINT OF SERVICE AND FORWARD THIS INFORMATION TO THE ENGINEER OF RECORD. ALL EQUIPMENT SHALL BE RATED AND COORDINATED TO NO LESS THAN THE FURNISHED SHORT CIRCUIT CURRENT VALUE. SERVICE ENTRANCE TROUGH BUILDING STEEL 1 #1 /0 IN 3/4"C N «' --- ---- -- - G �.� GROUND UIG 1 #1 /0 IN 3/4"C GROUND CLAMP ON WATER MAIN CONNECT TO FOUNDATION REBAR 1 #1 /0 IN 3/4-c-��I-n THREE 3/4" X 10--0" COPPER CLAD GROUND RODS DRIVEN 10#-0" APART TO 6" BELOW FINISH GRADE E0.2 / SCALE: NTS PANEL SCHEDULE PANEL: A LOCATION: ELECT. RM VOLTS: 20BY 120 PHASE: 3 WIRE: 4 HERTZ: 60 M.BREAKER: 300 MAIN AIC: 22K AIC BR.AIC: 22K AIC ENCL:NEMA 1 MTG.: SURFACE 400 AMP, GROUND BAR, ISOLATED GROUND BUS DESCRIP. OF BRANCH IBREAKER VA/PHASE CKT CKT VA PHASE BREAKER BRANCH DESCRIP. OF LOAD SERVED W C A P A B C NO. NO. A B C A P W C LOAD SERVED EMERGENCY EXIT -- LOBBY LTG 12 12 * * 20 20 1 - 1 400'i 1,400 1 2 4 1,240I 1,240 - � 20 2 8 *�i SITE LTG 3 --- OFFICE LTG 12 * 20 1 1,400I 5 6 1,240I 20 2 8 * SITE UJTG. CANOPY LTG 12 * 20 1 7601 7 8 1,2401 -- -- -- -- j --- LANE SIGNS - --- - LIGHTING CONTROL - 12 � 12 - * 20 20 1 1 _ 400 500 9 10 200 1,000 20 -- 20 1 12 * TEXT. LTG 11 12 - � - 1 -- 12 * ( SIGN - SPARE 20 1 13 14 I 1,000; 20 1 12 * I SIGN SPARE 20 1 15 16 1,00a I 20 1 12 * I SIGN SPARE - SPARE -- - -- --- 1 -- - - -17 19 18 20 - _ -- 20 12 - * SIGN - SPARE --20 20 20 --1 1 FILTER CONTROL 12 * 20 1 500 21 22 20 1 SPARE EF-1 & EF-2 12 * 20 1 5001 23 24 5001 20 1 12 * DRNE THRU UNIT ACU-0 - -- - -- - --- 4 -- - -- * - -- 60 -- -- 3 -- 5,660' 5,660 - -27 25 -- 26 28 200 - ---,000, - 2 - ; - 20 30 1 12 * * DRNE THRU -- - (BLOWER VAT UNIT -- 30 - 1 --- 10 --- -- -- -- -- 5,6601, 29 30 2,000' 30 1 10 * BLOWER VAT 30 ACU-L 4 * 60 3 5,6601 31 32 1.000 20 1 12 * BLOWER VAT 21 - - - ACU T ACU -- --� 4 -- -- -- -60 --5,660- -- 3 - 5,660' - 33 5,660, 35 37 34 -- 36 38 2.400 � _ 20 1,000. 20 30 1 1- -1 1 12 - 12 10 - *- -'BLOWER * * VAT BLOWER VAT DRIVE THRU 21 21 UNIT 7 -- - - NOTES: _-- -- -- -- 5,660 39 40 -- - ----- TOTAL VA/PHASE 18,140 19,280 19,380 1. AIC RATINGS ARE MINIMUM SYMMETRICAL AMOUNTS 2. * INDICATES: SIZED TO NEC 3. CONNECTED KVA = 80.860 4. DEMAND KVA = 80.860 7,080 2,400' 7,840' 30 2,4001 30 9,140'�, TOTAL 1 1 10 1---1- - 10 VA/PHASE t * * DRIVE THRU DRIVE THRU - -- UNIT UNIT PANEL SCHEDULE PANEL: B LOCATION: ELECT. RM VOLTS: 20BY 120 PHASE: 3 WIRE: 4 HERTZ: 60 M.BREAKER: 150 MAIN AIC: 22K AIC BR.AIC: 22K AIC ENCL•NEMA 1 MTG.: SURFACE 225 AMP, GROUND BAR, ISOLATED GROUND BUS DESCRIP. LOAD OF SERVED (BRANCH W C BREA_KE_R_ VA PHASE A P A B C CKT CK-T NO. NO. VA PHASE - - BREAKER A B C A P BRANCH W C DESCRIP. OF LOAD SERVED REC - OFFICES 12 * 20 1 1,080 � 1 2 1 360' I 20 1 12 1 * REC - DRIVE THRU REC - OFFICES 12 * 20 1 110801 3 4 1 1,5001 20 1 12 * REC -COPIER REC -LOBBY - * _ �_ 20 1 --I'- � - 360 1,080� - --- I 5 � 7 6 8 I 360, I _ _ __5401 I 20 ! 20 1-- 1 - 12 --* 12 * REC FAX % EXTERIOR COPIER -- -- REC - ELEC. RM -�2 REC - AHD RM 12 * 20 1 180 9 10 600 20 1 12 * REC - TELLER AREA! REC - DATA RM 12 * 20 1 366 11 12 720 20 1 12 * REC - TELLER AREA AHD REC POWER 12 - DT TELLER 12 * 20 20 1- 1 1,0001 ----' � 9001 13 14 360 �- � 20 1 20 - 1 1 12 * TELLER MONITOR_ - * 15 16 540 ---_ 12 * I�REC - - ASTB SPARE 20 1 17 18 100 20 1 12 * ARM -SURROUND REC - ATM li 12 * 20 1 36011 19 20 720 i 20 1 12 * REC - VCR MONITO REC - TELLER LINE 12 _. * - 20 1 ---- 540 - - - 21 22 - T-----�--- 1801 ------ � - -1 12--_ * - REC TELLER LINE 12 20 '1 1 � - 360 ' 23 24 180! 20 12 'REC -DRIVE THRU RECIRC PUMP 12 * 20 1 106 25 26 366 20 1 12 * REC - DRIVE THRU REC - JAN BRK RR1 12 * 20 1 1,0801 27 28 20 1 SPARE REC REC - EWCEF - BRKRM TV 12 12 * - * -- 20 20 1 1 - 720t 11000i -- 29 30 31-r 32 1 --1,500 180 ---- 20 20 1 12 * REC - DRIVE THRU - 1 _ 12 * !WATER HEATER REC - BRKRM CTR 12 * 20 1 360, 33 34 20 1 SPARE REC - REFRIG 12 * 20 1 750 35 36 20 1 SPARE REC - MTB 12 _*- 20 20 1 1 720 - - - _ 1,000, i +----� 80 - - 3 3 * TVSS - -- DATA RACK 12 - 39 40 DATA RACK -UPS 12 * 20 1 1,0001 41 42 -- -- -- -- --- NOTES: TOTAL VA PHASE 4,3401 5,140', 4,550 j 1. AIC RATINGS ARE MINIMUM SYMMETRICAL AMOUNTS 2. * INDICATES: SIZED TO NEC 3. CONNECTED KVA = 22.230 4. DEMAND KVA = 22.230 3,6601 2,8201 1,7201 TOTAL VA PHASE II it �IIII ® C.T. A B T �'I Ali 1ST FLOOR -- - - - -- - -- ----- it-- �L-J 1 3 3 4 11 5 6 10 12 ELECTRICAL POWER RISER DIAGRAM SCALE: NONE NOTES (POWER RISER DIAGRAM ONLY): 1O NEW WITHLACOOCHEE RIVER ELECTRIC COOPERATIVE PAD MOUNTED TRANSFORMER (SECONDARY: 208Y/120, 3 PHASE, 4 WIRE, 60 HERTZ). COORDINATE WITH UTILITY COMPANY AND PAY FOR ALL SERVICE CHARGES AND ACCESSORIES (SUCH AS METER HOUSING,- CONDUITS, CONCRETE PAD AND CONNECTION, AS REQUIRED). PROVIDE BOLLARD TRANSFORMER PROTECTION (COORDINATE WITH FP&L REQUIREMENTS). SHORT CIRCUIT ANALYSIS: A. AVAILABLE SHORT CIRCUIT CURRENT ON SECONDARY BUSHINGS OF A 150 KVA TRANSFORMER WITH 1.28% Z: 32,528A SYM. B. PANEL "A": CALCULATED SHORT CIRCUIT CURRENT AT SERVICE ENTRANCE BUSHINGS OF PANEL "A": 19,394A SYM. ALL 208V GEAR IN BUILDING RATED AT 22KA WITHSTAND. RECONFIRM AVAILABLE SHORT CIRCUIT CURRENT FOR ACTUAL TRANSFORMER BEING INSTALLED WITH UTILITY COMPANY PRIOR TO ORDERING EQUIPMENT OR COMMENCING WORK. VOLTAGE DROP: FEEDERS LESS THAN 2%. BRANCH CIRCUITS LESS THAN 3%. LOAD ANALYSIS (NEC 220 SERVICE ENTRANCE CONDUCTOR SIZING): LOAD (4,000 SF) LTG (3.5 VA/SF) REC HVAC LIGHTING (25%) LARGEST MOTOR (25%) SERVICE ENTRANCE CONDUCTORS: 14 38 53 123 NEC (MINIMUM) 123 KVA (341 A) ACTUAL INSTALLED 151 KVA (420 A) O2 COORDINATE METER REQUIREMENTS WITH WITHLACOOCHEE RIVER ELECTRIC COOPERATIVE. O3 420A SERVICE LATERAL: 4#600MCM THWN/THHN CU, 3-1/2"C. O4 SERVICE GROUND: SEE "SERVICE GROUNDING DIAGRAM" THIS SHEET. O5 TVSS / SURGE PROTECTION: LIEBERT SERIES LM125120Y ANSE-WNA. O6 TVSS CONDUCTORS: 4#3 THWN/THHN CU. 1 #3 THWN/THHN CU G. 1-1 /2"C. NOT USED. 10 SERVICE ENTRANCE TROUGH: 8" X 8" X 48" WIREWAY. USE INSULATED POLARIS TAPS FOR PANEL "A" & PANEL "B" FEEDER CONNECTIONS AND GROUNDING ELECTRODE CONDUCTORS IN WIREWAY. S300A FEEDER: 3#350MCM THWN/THHN CU, 1 #350 MCM THWN/THHN CU, N. 1 #2 THWN/THHN CU BONDING G, 3"C. 12 150A FEEDER: 3#1 /0 THWN/THHN CU, 1 #1 /0 THWN/THHN CU N, 1 #6 THWN/THHN CU BONDING G, 2"C. Seal: Consultants:..��.�.�__._._�._._.___.__ 0 ARCHITECTURAL ENGINEERING INCORPORATED 3442 EAST LAKE ROAD. PALM HARBOR, FL 34685 CONSULTING ENGINEERS (727) 784-1472 CERTIFICATE OF AUTHORIZATION: FL 3886 W. RONALD MCILVEEN FL PE 30270 WACHOVIA - ZEPHYR COMMONS PARCEL 6 US ROUTE :I a R FLORIDA Notes: REAR VIEW GENERAL NOTES: 1. JUNCTION BOXES MUST BE LOCATED WITHIN 6' 0" OF CONNECTING PLATE. ( LENGTH OF ELECTRIC POWER CABLE PROVIDED WITH UNIT.) LOCATE TO SUIT BUILDING CONDITIONS. 2. BOXES CAN BE FLUSH MOUNTED WITH CONCEALED CONDUIT FOR NEW CONSTRUCTION OR BOXES CAN BE SURFACE MOUNTED WITH EXPOSED CONDUIT FOR EXISTING CONSTRUCTION. KEY NOTES: O1" METAL CONDUIT FROM ALARM CONTROL CABINET TO 4"X4"X2 1/8" DEEP JUNCTION BOX (ALL BY ELECTRICAL CONTRACTOR) INTERBOLD TO PROVIDE FLAT COVER WITH TAMPER SWITCH. OJUNCTION BOX FOR POWER TO ATM LOGO. PROVIDE FLEXIBLE CONNECTION TO SIGN. O3 E.C. TO RUN 3/4" LIQUID TIGHT FLEX METAL CONDUIT TO CONNECTING PLATE. O4 3/4" METAL CONDUIT AND ONE UNSWITCHED ELECTRICAL CIRCUIT TO 4"X4"X 2 1 /8" DP. JUNCTION BOX WITH TWO 20A DUPLEX RECEPTACLES WITHIN 6'-0" OF SIDE OR FRONT CONNECTING PLATE. BOTTOM CONNECTION MUST BE COMPENSATED ACCORDINGLY. (ALL BY ELECTRICAL CONTRACTOR). OTHE UNIT IS SHIPPED WITH A SIX FOOT CORD AND A STANDARD PLUG. O3/4" METAL CONDUIT FROM IT RACK, ( 0 ) TO 4"X4 X 2 1 /8 DEEP JUNCTION BOX WITH BLANK COVER. MOUNT J—BOX 60" AFF. IN ADDITION TO TYPE C CABLE, INSTALL "TEXT INSERTION" CABLE FURNISHED BY THE SECURITY VENDOR. rd'** ATM ELEVATION �_3 SCALE: NTS SIDE WALL FINISHED FLOOR - 6" x 6" x 4" DEEP RECESSED / BOX FOR CONTROL PANEL. �� 4--V4 C. froNoUI. IN WALL CONDUIT TO SMR TRANSITION K5"' TELLER WORK ROOM �_3 SCALE: NTS — 6" x 6" x 4" DEEP RECESSED BOX FOR AUDIO PANEL. SURFACE METAL RACEWAY AND BOX (TYP•) 1 "C TO ABOVE DRIVE THRU CANOPY CEILING 1 "C TO ABOVE CEILING SIDE WALL VIDEO JUNCTION BOX 6" X 6" X 4" DEEP RECESSED BOX FOR MONITORS NOTE: OUTLETS ARE TO BE GROUPED IN AVAILABLE SPACES AS SHOWN ABOVE INTERIOR ELEVATION ("_4DRIVE-UP TELLER �-3 SCALE: NTS •15 — 6" x 6" x 4" DEEP RECESSED BOX FOR CONTROL PANEL. LIGHTING FIXTURE SCHEDULE REMARKS SYMBOL _ _ LAMPS FIXTURE BASIS OF DESIGN MTG. VOLTS VA MFG. QTY TYPE DESC. 2' X 4' VOLUMETRIC RECESSED LINEAR FLUORESCENT A 2 28W T5 ELECTRONIC GRID 120 56 LITHONIA _MODEL 2RT5 2 28T5 35K MVOLT PS95S FIXTURE. STEP DIMMING BALLAST. 85CRI LPM835P Al 2 28W T5 ELECTRONIC GRID 120 56 LITHONIA 2RT5 2 28T5 2' X 4' VOLUMETRIC RECESSED LINEAR FLUORESCENT j 35K MVOLT PS95 FIXTURE. j 85CRI LPM835P A2 2 8W T5 ELECTRONIC GRID 120 56 LITHONIA 2RT5 2 28175 2' X 4' VOLUMETRIC RECESSED LINEAR FLUORESCENT 35K MVOLT PS95 FIXTURE. TO BE PROVIDED WITH SELF-CONTAINED 85CRI LPM835P EL14 EMERGENCY BATTERY INVERTER RATED FOR 1-1/2 HOUR BACK-UP. B 2 32W T8 ELECTRONIC GRID 120 64 LITHONIA 2SP8G 232 20 X 4 FLUORESCENT TROFFER. PATTERN #12 ACRYLIC 35K Al2.125 LENS. PAINT AFTER FAB. 85CRI 120 GEB B1 2 2W T8 ELECTRONIC GRID 120 64 LITHONIA 2SP8G 232 SAME AS TYPE "B" EXCEPT FIXTURE TO BE PROVIDED j 35K Al2.125 WITH SELF-CONTAINED EMERGENCY BATTERY j 85CRI 120 GEB EL INVERTER RATED FOR 1-1/2 HOUR BACK-UP. C 1 32W TT' ELECTRONIC RECESSED 120 32 PEACHTREE PSCFTU-4132- 4" SQ. FLUORESCENT DOWNLIGHT. CLEAR REFLECTOR. 35K C=PG PRISMATIC GLASS. 82CRI E 2 2W TS ELECTRONIC SURFACE 12 64 LITHONIA C 232 120 GEBI 4' FLUORESCENT STRIP FIXTURE. 35K 85CRI F 1 100 W MH MAGNETIC WALL 120 110 ANP LTG ORB220-WM35- WALL MOUNT HALF FIXTURE WITH DARK BRONZE FINISH 35K RWT-MH100 COORDINATE MOUNTING WITH ARCHITECT. 70CRI DARK BRONZE UL LISTED FOR WET LOCATIONS. G 2 42W TT ELECTRONIC RECESSED 120 84 LSI SPL-EC-S-42-CFL RECESSED COMPACT FLUORESCENT DOWNLIGHT. 82CRI C73-UE-WHT- MOUNTED IN PREFAB CANOPY. TWO LAMP G1 1 42W ELECTRONIC RECESSED 120 42 LSI PL-EC-S-42-CFL RECESSED CFL MOUNTED IN PREFAB CANOPY. TRIPLE C73-UE-WHT- TUBE ONE LAMP 82CRI H 1 70W MH ELECTRONIC RECESSED 120 70 INDY 45SQ41-70E-SA RECESSED WALL WASH. 70CRI 1 1 �13W 75 ELECTRONIC GRID 120 28 ELLIPTIPAR F 210 T128 L RECESSED ADJUSTABLE FLUORESCENT. 35K 02 1 00 0 85CRI J 1 50W -- SURFACE 120 12 DESIGN- ITS-6-K8-1-83- REMOTE EMERGENCY HEAD. SURFACE MOUNTED LOW MR16 PLAN 2-F-T-0 VOLTAGE DOWNLIGHT WITH PAINTED SILVER METALLIC FINISH. N --- LED --- RECESSED 120 8 TRAFFIC 617 LED - OC OPEN CLOSED SIGNS. FIXTURES ARE TO BE RECESSED WALL CONTROL UL LISTED FOR WET LOCATIONS. SEE SHEET A4 FOR SYS., INC. LOCATIONS. N1 -- LED --- RECESSED 120 8 TRAFFIC 617 LED - ARM ATM SIGN. FIXTURES ARE TO BE RECESSED UL LISTED WALL CONTROL SYS., INC. FIR WET LOCATIONS. SEE SHEET A4 FOR LOCATIONS. OA 1 40OW MAGNETIC POLE 208 450 MCGRAW GSM-AI-400-MH- (,PROVIDE WITH 30' CONCRETE POLE MH I i EDISON MT-FT-FG-WH I(SEMINOLE # SP3025T II) NO SUBSTITUTIONS. SEE SPECIFICATION SECTIONS 26 51 00 (INTERIOR LIGHTING) AND 26 56 00 (EXTERIOR LIGHTING) FOR ADDITIONAL INFORMATION. NATIONAL SALES CONTRACT ALL LIGHTING FIXTURES, PANELBOARDS, DISCONNECTS, CONTACTORS, AND SIMILAR EQUIPMENT SHALL BE PURCHASED THROUGH WACHOVIA NATIONAL SALES CONTRACT. CONTACT ERIC SWANN (704-587-4025/ERIC.SWANNOGEXPRO.COM) OR ERICA BRAWLEY (704-587-4018/ERICA.BRAWLEYOGEXPRO.COM) AT GEXPRO SUPPLY IN CHARLOTTE, NC FOR PRICING. Revisions: Seal: _..._..... _................. ..__................. -........ _............... ...... � __..__._..... �..._.. Consultants: 0 ARCHITECTURAL ENGINEERING INCORPORATED 3442 EAST LAKE ROAD, PALM HARBOR, FL 34685 CONSULTING ENGINEERS (727) 784-1472 CERTIFICATE OF AUTHORIZATION: FL 3886 W. RONALD MCILVEEN FL PE 30270 AL NO E UNDERGROUND SERVICE NOTES: 1. PRIOR TO STARTING ANY UNDERGROUND SERVICE WORK, THE CONTRACTOR SHALL CONTACT THE LOCAL ELECTRICAL UTILITY SERVICE REPRESENTATIVE AND COORDINATE REQUIREMENTS FOR THE TRANSFORMER LOCATION, CONCRETE PAD REQUIREMENTS, SECONDARY CONDUIT AND WIRE AND METERING REQUIREMENTS. ALL WORK AND ANY COST RELATIVE TO THE ABOVE THAT IS THE CONTRACTOR'S RESPONSIBILITY SHALL BE INCLUDED AS PART OF THIS CONTRACT. 2. ELECTRICAL CONTRACTOR SHALL COORDINATE WITH LOCAL TELEPHONE COMPANY TO PROVIDE A COMPLETE UNDERGROUND SERVICE INSTALLATION INTO THE BUILDING. ELECTRICAL CONTRACTOR SHALL PROVIDE A 3" CONDUIT WITH PULL CORD FROM THE MAIN TELEPHONE BACKBOARD INSIDE THE BUILDING, TO THE TELEPHONE CO. SERVICE CONNECTION POINT AT PROPERTY LINE OR AS DIRECTED BY LOCAL TELEPHONE COMPANY REPRESENTATIVE. 3. EDGE OF POLE BASE SHALL BE 3'-0" FROM BACKSIDE OF CONCRETE CURB. 4. INTERNALLY LIGHTED SIGN PROVIDED BY OWNER. 1 #6 STIR. COPPER WIRE CONNECT TO GROUND LUG POLE BASE COVER AT BASE OF POLE TO CONCEAL ALL 45 DEGREE CHAMFER HARDWARE ALL AROUND " FINISHED GRADE ANCHOR BOLTS AS FURNISHED BY MFR. 5/8" X 10' 24" GROUND ROD #3 TIES AT 12" 0. C. A CONDUIT AS C REQUIRED •-�-3—" .• :• 3" REBAR 3. I � • I NOTE: ALL CONCRETE WORK SHALL CONFORM TO DIVISION 3 OF SPECIFICATIONS SCHEDULE HT. A B C 30' 8'-0" 2'-6" 8 r3-'% POLE BASE DETAIL E2 SCALE: NTS L-J T O m uj Z) PROPERTY LINE (TYP) WITHLACOOCHEE TRANSFORMER (COORDINATE) I Seal: onsultants: 0 ARCHITECTURAL ENGINEERING INCORPORATED 3442 EAST LAKE ROAD, PALM HARBOR, FL 34685 CONSULTING ENGINEERS (727) 784-1472 CERTIFICATE OF AUTHORIZATION: FL 3886 W. RONALD MCILVEEN FL PE 30270 - --- - --- - - -I - - - P I � I �Wp- cIIttl _ - II �'` B-29 I -34 9 I A UGH I �\ 921 T-1 72 I i " " / A-23 i 1 C. TV 9 I M I I I 0 STB � I 71 EF-S I,, � • I MTB c 18" B-3 B_ 15 98 B-3 _ 7 II , 82 FCC = FCI ��AK\�U % 81 B-39 �I , - - � 95 i 60" AFF � `� �I, j ' �— I✓ B I � 79 80 B- 11 hI °' G - ---- - ----- DATA 94 a76671 EF-S FCI 78"FF � B-8 - ���I r l • 90 - ! B-33 I I " o i a ® LI �� �L TV i I I I T Ll 67"A BRA B-9 97 i I I B 13 , -21 23 � I I -- -- �' 84 A-24 i 1 B-14 IIG• B-2 I l I ' -�-/r I A-34 84 II I I JI _l B-28 A-40 C75 r ' — r B-24 - - ,1 ` 8-12 :IG -�' ' J ---� ----- A-26 - - _ --- -- t l @85 _ -- - - � A-32 84 li 86 B-22 J A 38 O 75 L B 28 -20 h �— 85 1� 1 J - - IG - O it 73 B 26 - 28 A-30 86 134-2 _ 2883 - J - 75 A I �I�28 1 7 -- I I B 10 85 O � I IIG I 81 - 86 B-18 7 M IG -- B-19 -- 'IG - - TV (BY OWNER) - - - ---- -- - SATELLITE DISH TI -- ROOF MTD. �1 I ---- of J' I JI I li it i�l I I - 88 _ II ALl L— i � I i I i I I I' II I I I i I I I T I , I I�I I I I 1 MAX.' � I i I i I I 1 MIN . - -� cfl • I �� _ X Z 106 I ; I I I x� I Q. I ! C LO _- NORTH ELECTRICAL - POWER FLOOR PLAN FLOOR GENERAL NOTES: 1. AT EACH TV/SATELLITE DISH CONTROLLER LOCATION PROVIDE JB IN WALL W/ 3/4" CONDUIT. STUB 6" ABOVE FINISH CEILING. 2. ELECTRICAL CONTRACTOR SHALL COORDINATE WITH THE OWNER ON PLACEMENT OF ALL TELEVISION CONNECTION POINTS WITHIN THE FINANCIAL CENTER. SATELLITE SERVICE, INSTALLATION AND CONTRACT BY WACHOVIA. SERVICE REQUESTS AND FORMS ARE TO BE INITIATED 60 DAYS PRIOR TO SERVICE. WACHOVIA SERVICE REPRESENTATIVE : KAREN NOTT # (704) 383-8226. KEY NOTES: 1O 2' X 2' X 3/4" PLYWOOD BOARD FOR SATELLITE EQUIPMENT. MOUNT TOP 6'-0" ABOVE FLOOR. O PROVIDE 3/4"C. WITH RG-6 TEFLON CABLE W/5' SLACK AT EACH END TO THE TV OUTLETS AND SATELLITE DISH CONTROLLERS SHOWN ON THE PLANS. OELECTRICAL CONTRACTOR IS TO PROVIDE GROUND LUG ON BUILDING STEEL AND RUN GROUND WIRE AND CONDUIT TO SATELLITE TERMINAL BOARD. 4O PROVIDE 2"C TO ROOF MOUNTED SATELLITE DISH. PROVIDE AND INSTALL 3 0 RG-11 TEFLON CABLE. ALSO, PROVIDE A #6 CU GROUNDING CONDUCTOR FOR THE SATELLITE MAST AND CONNECT TO THE STB GROUND BUS. PROVIDE WEATHER HEAD. 5O SATELLITE CONTROL SWITCH BY OWNER. Kb� SATELLITE TERMINAL BOARD (STB; E1.1 / SCALE: NTS A /.1 NOTE: 1. AT EACH PHONE/TERMINAL LOCATION PROVIDE JB IN WALL W/ 3/4" CONDUIT. STUB 6" ABOVE FINISH CEILING. KEY NOTES: O1 3" PVC CONDUIT. STUB ABOVE FLOOR TO TELEPHONE EQUIPMENT MOUNTING BOARD EXPOSED ON WALL. EXTEND CONDUIT BELOW GRADE TO TELEPHONE SERVICE ENTRANCE POINT. LEAVE PULL STRING IN CONDUIT. O2 4' X 4' X 3/4" PLYWOOD BOARD FOR TELEPHONE EQUIPMENT. MOUNT TOP 6'-0" ABOVE FLOOR. 3O NOT USED OELECTRICAL CONTRACTOR IS TO PROVIDE GROUND LUG ON BUILDING STEEL AND RUN GROUND WIRE AND CONDUIT TO MAIN TELEPHONE BOARD. O5 DUPLEX 120V, 20 AMP RECEPTACLE. MOUNT 18" AFF FLUSH WITH WALL. Seal: Consultants:-�e_.___�__.._.._. ... ARCHITECTURAL ENGINEERING INCORPORATED 3442 EAST LAKE ROAD, PALM HARBOR. FL 34685 CONSULTING ENGINEERS (727) 784-1472 CERTIFICATE OF AUTHORIZATION: FL 3886 W. RONALD MCILVEEN FL PE 30270 Notes: Revisions: Seal: .� onsultants 0 ARCHITECTURAL ENGINEERING INCORPORATED 3442 EAST LAKE ROAD. PALM HARBOR, FL 34665 CONSULTING ENGINEERS (727) 784-1472 CERTIFICATE OF AUTHORIZATION: FL 3886 W. RONALD MCILVEEN FL PE 30270 go OR 7"maw +•. 100 ."4 4%r E L 'E" M E K T S ARCHITECTS -INTERIOR DESIGNERS Tea rr--) pca Office The Edgewater Building 600 South Magnolia Avenue Suite 150 Tampa, Florida 33606 Phone �813 813� 251-0565 Pox 251-0567 Iti/1 c3 r-n Of f i c es 1699 Coral Way suite 503 Miami, Florida 33145 Phone 305 858-5858 Fox 305 858-5850 ELEMEMM State Lkam #AA0002341 ELECTRICAL NORTH SCALE: 1 4" = 1'-0" - ROOF PLAN Drawft T11WSCale)Uawn &ECTRICAL ROOF PLAN ,, Notes: ............ .............................. ...................... _ _................... _.................... ....... Revisions: MOUNT PHOTOCELL ON NORTH FACING PARAPET WALL-------_. PE 61 O56 i C IB -- -- -- - f - -_F L r i� 11 �r - a, I� 1ii III I ke — A-10 VIA LCC SEC F Pk 5L _ • • A-18 - E LL o B E- E MD1 - - - 3 VIALCC MD1 A-1 _ o VIA LUA B A-1 OPEN/CLOSED SIGNS CANOPY SITE OPEN OFFa000�� CLOSED LANE 1 LANE 2 LANE 3 LANE 4 OVERRIDES j USE SPDT CENTER —OFF SWITCHES FOR SIGNS MANUAL OVERRIDE SWITCH FOR EXTERIOR LIGHTING CONTACTOR TO BE TORK #A506H. LANE SWITCHES MUST COORDINATE WITH DRIVETHRU LANE NUMBERS NOMENCLATURE SHALL BE ENGRAVED BY PLATE MANUFACTURER. REFER TO WIRING DEVICE NOTES FOR ADDITIONAL REQUIREMENTS. r2� SWITCHING STATION A-7 TO I C R N1 SCALE: NOT TO SCALE LIGHTING CONTACTOR NO. MAXIMUM VOLTAGE POLES TYPE COIL CIRCUIT SWITCHED CONTROL MECH LCA 208 6 HELD 120V A-3,5 SWITCH MECH A-7,9 PHOTOCELL ON, TIMECLOCK OFF LCB 208 8 HELD 120V PROVIDE MANUAL OVERRIDE SWITCH MECH LCC 208 12 HELD 120V A-13,21,29,31,35,37 PHOTOCELL ON AND OFF LCD 208 4 ELEC HELD 120V A-2,4,6,8 PHOTOCELL ON AND OFF ELEC 1 I ME CLOCK OFF LCE 208 4 HELD 120V A-10,12,14,16,18 AM TO 5AM VrLIN/ 1,LVJGV JIVIV yr L-w/ %.w.JL.v 1 " (TYP.) VI "IN/ -01%iI\ OPEN/CLOSED SIGN 2 12,1 /2"C 4# 12,1 /2 "C Tj T2 AT T S SWITCHING STATION SEE 1 /E3 3#12,1/2"C TO A-11 NOTE 1 NOTE 2 2"C TO PANEL A Seal: ............................... _................. .........._n........e.e........................................... ..... Consultants: 0 ARCHITECTURAL ENGINEERING INCORPORATED 3442 EAST LAKE ROAD, PALM HARBOR, FL 34685 CONSULTING ENGINEERS (727) 784-1472 CERTIFICATE OF AUTHORIZATION: FL 3886 W. RONALD MCILVEEN FL PE 30270 - i A A BUILDING/FLOOD LIGHTING NOTES: -- - - - -- 1. PROVIDE 12"X12"X4" BOX WITH TERMINAL BLOCKS AS REQUIRED. ACNOIAZEPHYR COMMONS 2. PROVIDE 3—POLE RELAY WITH 120V COILPARCEL 6 - F- IN NEMA 1 ENCLOSURE. MAY BE MOUNTED US ROUTE 301 -- - - - - - II IN "LTB" IF SIZE ALLOWS). ZEPHYRHILLS, FLORIDA I O A A-14 A - BACK HALL LOBBY LIGHTING r4"* TROUGH T-1 SCALE: NOT TO SCALEe_.............. ......................... ...... _._.._.._ �:,_.._..._............_.---_........................... K*3�LLIGHTING CONTROL { -- -- I SCALE: NOT TO SCALE ELECTWAL -- CLECTRIC'AL - LIGPTING FLOOR PLAN LUITING - - NORTH SCALE: - -- SCALE: 1 /4" = 1'—O" Notes: TO < TO 2O 1 TYPE 3L 13 - MTB TO O - 1 TYPEFBJ TO ( O -- 2 1--TYPE B❑ - TO O2 1- TYPE 17 OOl TYPE A❑ I TO 1 1 TYPE A❑ 20 614 TO2 3B O PROVIDE 4" CONDUIT 1 TYPE© WOVE SLEEVES CEILING O ASTB imi'1» 0 0 TO O2 3 TYPE O 3N 0 IN TO O1 1 TYPE TO O1 3 TYPE ❑A - - _ 9 TO 2 1 PE © - TO O2 21 3F - - - 1 TYPE 15 4 3D TO O2 3 TYPE © TO JB-1 2 TYPE O TOG> 1 TYPE A❑ VIDEO JB; 19 1-1 /4"C. TO 2 TO O O 1 TYPE C J ❑ 000— I�'�' II (3) 1- CONDUITS 3E O TO ABOVE CEILING TO ( TO JB-1 2 TYPE A❑ _ 2 TYPE_ C � 1 TYPE A 4 15 3G TO O1 :J / 1 TYPE ❑B TO O O 1 TYPE O II TO 1 TO ❑ TYPE 2 1 Ali k I - - - 1 TYPE © 2 TYPE Q ® I • , is : i it - 3H 6 8 1 TYPE A 1 TYPE ❑ I TO 1 16 1 TYPE B❑ B - - _ 7 I _ — -- — i _ Il I . i r - f : r- ram_--� - _ - _�., i -- _ _ - • li 'i 0FO; 3/4"C. FOR AUDIO AND CONTROLS, RUN TO JB-1 TYPICAL FOR 4 DRIVE THRU UNITS - - 3/4"C. FOR VIDEO, RUN TO VIDEO JB TYPICAL FOR 4 DRIVE THRU UNITS]:>i�D �,-3G UNDERGROUND CONDUIT TYPICAL OF 4 3G Revisions: Seal: "Yt�401II NY.9P �_____...... _.._._._.... _.-_ ........_ ... _..._.�.._._......._ P. _ ._ . Consultants: 0 ARCHITECTURAL ENGINEERING INCORPORATED 3442 EAST LAKE ROAD, PALM HARBOR, FL 34685 CONSULTING ENGINEERS (727) 784-1472 CERTIFICATE OF AUTHORIZATION: FL 3886 W. RONALD MCILVEEN FL PE 30270 SECURITY SYSTEM NOTES CABLE SECURITY SYSTEM OUTLET BOX LEGEND Notes: Revisions: DATA CABLING 120V 20A SINGLE 5-20R W/TRUE ISOLATED GROUND CIRCUIT B-16 MODULAR DATA JACK BOX REQUIRES 1 IP CONNECTION' AND 1 ANALOG LINE. BY OWNER 5'-0" AFF c 0 0 0 c c 01 n 73 r� LL s U O C U: C 0 U / O U N N 00 c / WIRE GUTTER PULL BOX 12" X 24" BY CONTRACTOR DMP XR500E SECURITY PANEL 18" X 30" BY OWNER 2" ALARM CABLE CONDUIT BATTERY ENCLOSURE 18" X 30" BY OWNER KEYPAD KEYPAD 4' 6'-0" A. PRIOR TO ELECTRICAL ROUGH -IN OR RELOCATION, ELECTRICAL CONTRACTOR SHALL VERIFY EXACT LOCATIONS, MOUNTING LOCATIONS, MOUNTING HEIGHTS, ELECTRICAL REQUIREMENTS, ETC. FOR BANK EQUIPMENT (DATA, SECURITY, DRIVE -UP TELLER WINDOW, PNEUMATIC -TELLERS, ATM, ETC.). ANY ADJUSTMENTS IN EQUIPMENT LOCATIONS PRIOR TO INSTALLATION SHALL BE PERFORMED AT NO EXTRA COST TO THE OWNER. B. IF OWNER DECIDES TO RELOCATE ANY EQUIPMENT, WALLS, ETC. AFFECTING THE LOCATION OF SECURITY SYSTEM JUNC11ON BOXES OR CONDUIT, THE CONTRACTOR SHALL ADJUST SECURITY SYSTEM ACCORDINGLY TO ACCOMODATE SUCH CHANGES. IF CHANGES ARE MADE AFTER INSTALLATION OF THE SECURITY SYSTEM, THE CONTRACTOR SHALL INCLUDE SUCH CHANGES IN THE CHANGE ORDER TO THE CONTRACT. C. THE SECURITY SYSTEM SHOWN ON THESE PLANS IS SCHEMATIC AND QUANTITIES OF DEVICES MAY VARY DEPENDING ON THE SIZE AND COMPLEXITY OF THE SPECIFIC BUILDING. D. NOT USED. E. ELECTRICAL CONTRACTOR SHALL VERIFY EXACT SIZES, DIMENSIONS, LOCATIONS AND MOUNTING OF BOXES WITH SECURITY SYSTEM VENDORS' SHOP DRAWINGS PRIOR TO ROUGH -IN. F. ALL VAULT CONDUIT TO BE CONTAINED WITHIN VAULT FLOOR, WALLS, OR CEILING. ALL CONDUIT FOR THE ALARM SYSTEM, SECURITY EQUIPMENT, LIGHTING, TELEPHONE, ETC. ENTERING THE VAULT WALLS, CEILING OR FLOOR SHALL HAVE AT LEAST ONE OFFSET WITHIN THE VAULT STRUCTURE. ARRANGEMENT OF BENDS SHALL BE SO THAT DRAINAGE IS TO THE EXTERIOR. SEE NATIONAL ELECTRICAL CODE FOR FURTHER INFORMATION. G. NO PVC CONDUIT WILL BE ALLOWED FOR ALARM CONDUIT AND NO CONDUIT SMALLER THAN 3/4" SHALL BE USED. H. ALL JUNCTION BOXES MUST HAVE BLANK COVER PLATE INSTALLED. 1. ALL SECURITY OUTLETS SHALL HAVE COVER PLATES TO MATCH OUTLETS. J. ELECTRICAL CONTRACTOR TO FURNISH AND INSTALL SECURITY CABLE IN ALL SECURITY CONDUITS. BANK EOUIPMENT NOTES BANK EQUIPMENT, INSTALLATION, AND SYSTEM REQUIREMENTS DRAWINGS FORM A PART OF THESE CONTRACT DOCUMENTS. ELECTRICAL SUBCONTRACTOR SHALL PROVIDE A CONDUIT AND CABLING SYSTEM AS INDICATED ON THE ELECTRONIC SECURITY AND SURVEILLANCE CABLE SCHEDULE, THE SECURITY SYSTEM BOX LEGEND, AND AS INDICATED ON THE DRAWINGS. BANK EQUIPMENT SUPPLIER SHALL PROVIDE DEVICES AND OTHER ASSOCIATED EQUIPMENT, AND MAKE FINAL CONNEC11ONS FOR A COMPLETED SYSTEM. CONRDENTIALITY STATEMENT ALL DRAWINGS, DOCUMENTATION, AND INFORMATION CONTAINED HEREIN AND ALL EXHIBITS AND ATTACHMENTS HERETO, IN WHOLE OR IN PART, SHALL REMAIN THE SOLE AND EXCLUSIVE PROPERTY OF WACHOVIA CORPORATION, ITS AFFILIATES AND AUTHORIZED AGENTS. ALL INFORMATION, DOCUMENTATION, AND DRAWINGS CONTAINED HEREIN ARE TO BE KEPT IN STRICT CONFIDENCE. REPRODUCTION OR DISTRIBUTION OF WACHOVIA CORPORATION INFORMATION, DRAWINGS, OR DOCUMENTATION FOR ANY PURPOSE IS NOT PERMITTED WITHOUT PRIOR WRITTEN CONSENT FROM THE DIRECTOR OF SECURITY OR THE SECURITY EQUIPMENT MANAGER. IN THE EVENT OF BREACH OF THE CONFIDENTIALITY PROVISIONS CONTAINED HEREIN, WACHOVIA CORPORATION SHALL BE ENTITLED TO ANY REMEDY AVAILABLE TO IT AT LAW OR EQUITY, INCLUDING BUT NOT LIMITED TO INJUNCTIVE RELIEF. 10 ALARM SYSTEM TERMINAL BOARD 2O IT RACK BY OWNER 39 NOT USED © 9 TL30 SURVEILLANCE CAMERA - PEDESTAL MOUNTED IN THE CEILING. NO BOX REQUIRED. © O ATM TRANSACTION CAMERA - 4X4 BOX WITH 1 GANG PLASTER RING MOUNTED FLUSH WITH WALL 600AFF ON THE RIGHT SIDE OF THE ATM VIEWED FROM THE REAR, 3/40C. TO ABOVE CEILING. © ® ATM SURVEILLANCE CAMERA - MAKE CONNECTION TO CAMERA HOUSING (GE #DR2) PROVIDED BY OTHERS. PROVIDE 3/4" RIGID CONDUIT FROM CAMERA HOUSING TO INSIDE BUILDING. El ® AHD SURVEILLANCE CAMERA - MAKE CONNECTION TO CAMERA HOUSING (GE #DR2) PROVIDED BY OTHERS. PROVIDE 3/4" RIGID CONDUIT FROM CAMERA HOUSING TO INSIDE BUILDING. O AHD SURVEILLANCE CAMERA - PEDESTAL MOUNTED IN THE CEILING. NO BOX REQUIRED. © O DRIVE/THRU REMOTE UNIT CAMERA - UNIT MOUNTED. © 3® VAULT SURVEILLANCE CAMERA - PEDESTAL MOUNTED. NO BOX REQUIRED.. 3J NOT USED. © 3© NOT USED. © O LOBBY CAMERA - MOUNTED IN CEILING. NO BOX REQUIRED. VENDOR TO SELECT CAMERA TO FIT IN ENCLOSURE WHICH MAXIMIZES VIEWING AREA. COORDINATE WITH WACHOVIA. ® NOT USED. © 39 TELLER LINE CAMERA - MOUNTED IN CEILING. NO BOX REQUIRED. © O4 DRIVE/THRU TELLER CUSTOMER UNIT MONITOR - 4X4 BOX WITH 1 GANG PLASTER RING MOUNTED FLUSH WITH WALL 18" ABOVE COUNTER TOP ON THE RIGHT AND/OR LEFT SIDE OF THE DRIVE/THRU WINDOW. 3/4"C. TO ABOVE CEILING. O5 HOLD-UP BUTTON - WIRELESS �A © VAULT VENTILATOR DURESS ALARM. PROVIDE 1/2"C FROM UNIT TO ABOVE CEILING. �B 0 VAULT SOUND DETECTOR - 4X4 BOX NTH 1 GANG PLASTER RING MOUNTED FLUSH WITH THE CEILING. �A ® VAULT DOOR ALARM - 4X4 BOX WITH 1 GANG PLASTER RING MOUNTED ON VAULT STEEL CEILING. �B O9 AFTER HOUR DEPOSITORY ALARM - 4X4 BOX WITH 1 GANG PLASTER RING MOUNTED FLUSH WITH WALL. CENTERED OVER NIGHT DEPOSITORY CHEST AT 70"AFF. 3/4"C. TO ABOVE CEILING. © 10 ATM MACHINE ALARM - 4X4 BOX WITH 1 GANG PLASTER RING MOUNTED FLUSH WITH WALL 12" AFF ON THE RIGHT SIDE OF THE ATM VIEWED FROM THE REAR. 3/4"C. TO ABOVE CEILING. © 11 MAIN TELEPHONE BOARD - NO JUNCTION BOX REQUIRED, CONDUIT RUN TO TELEPHONE EQUIPMENT BOARD AND TERMINATE WITH BUSHING. �A 12 ALARM INDICATOR LIGHT (BY SECURITY VENDOR)- 4X4 BOX WITH 1 GANG PLASTER RING MOUNTED FLUSH IN WALL 64"AFF AND WITHIN 6" OF THE STRIKE SIDE OF THE DOOR FRAME. 3/40C. TO ABOVE CEILING. ❑B 13 ROOF HATCH CONTACTS - 4X4 BOX WITH COVER MOUNTED ADJACENT TO ROOF HATCH. �B 14 SAFE - 4X4 BOX WITH 2 GANG PLASTER RING MOUNTED 75" AFF. 3/4" FLEX TO SAFE. 3/4"C. TO ABOVE CEILING. 15 POWER RECEPTACLE AT JB-4 4X4 BOX WITH 1 GANG COVER MOUNTED 18" ABOVE DRIVE/THRU COUNTER TOP TO THE RIGHT AND/OR LEFT OF JBO . © 16 MSK KEYPAD - 4X4 BOX WITH 1 GANG PLASTER RING MOUNTED FLUSH WITH WALL 54" AFF. 3/4"C. TO ABOVE CEILING. © 17 WALL MOUNTED MONITOR (BY SECURITY VENDOR) - 4x4 BOX WITH 1-GANG PLASTER RING MOUNTED 90" AFF. 3/4"C. TO ABOVE CEILING. MOUNT OUTLET HORIZONTALLY. © 18 NOT USED ❑A 19 CASH DISPENSER MACHINE - 4X4 BOX WITH 1 GANG PLASTER RING MOUNTED FLUSH WITH WALL 18" AFF. 3/4"C. TO ABOVE CEILING. 20 CEILING MOUNTED MOTION DETECTOR - 4" OCTAGON BOX MOUNTED FLUSH WITH THE CEILING. ❑A 21 WALL MOUNTED MOTION DETECTOR - 4x4 BOX WITH 1-GANG PLASTER RING MOUNTED 6" BELOW CEILING. 3/40C. TO ABOVE CEILING. ELECTRONIC SECURITY AND SURVEILLANCE CABLE SCHEDULE 'CABLE TYPE DESCRIPTION BELDEN TIE CSC # ❑A PVC #22 GAUGE, 4 CONDUCTORS, STRANDED, 6502UE FOIL SHIELD WITH DRAIN, COLOR CODED. © PVC 18 GAUGE, 8 CONDUCTORS, STRANDED, 6306UE FOIL SHIELD WITH DRAIN, COLOR CODED. C PVC RG-59U COAX CABLE, #18 GAUGE 221125 2 CONDUCTORS, FOIL SHIELD WITH DRAIN. NOT USED E❑ NOT USED FEi NOT USED 1. ALL CABLES ARE HOME RUNS FROM THE DEVICE TO THE TERMINAL CABINET UNLESS NOTED OTHERWISE ON THE DRAWING. THERE SHALL NOT BE ANY SPLICES IN ANY BOXES. LEAVE TWO FEET OF SLACK AT EACH DEVICE AND FOUR FEET OF SLACK AT EACH TERMINAL CABINET FOR CONNECTION BY OTHERS. 2. ALL CABLES SHALL HAVE AN IDENTIFICATION TAG INDICATING THE CABLE TYPE LETTER AND THE J-BOX NUMBER AT EACH END OF EACH CABLE. 3. LEAVE 25' OF SLACK CABLE IN THE CEILING OF THE VAULT FOR CONNECTION BY THE CAMERA VENDOR. 4. ALL SECURITY AND VIDEO CABLE SHALL BE PLENUM RATED. GENERAL NOTES: 1. ALL CONDUITS TO BE 3/4"C. TO ABOVE CEILING, UNLESS NOTED OTHERWISE. Seal: Consultants: 0 ARCHITECTURAL ENGINEERING INCORPORATED 3442 EAST LAKE ROAD, PALM HARBOR, FL 34W5 CONSULTING ENGINEERS (727) 784-1472 CERiIFlGTE OF AUTHORIZATION: FL 38M W. RONALD MCILVEEN FL PE 30270 f ® !00 Ab 00, �r is !� ■ E L E M E N T S ARCHITECTS -INTERIOR DESIGNERS Tampa Office The Edgewater Building 600 South Magnolia Avenue Sure 160 Tamr)a, Florida 33606 Phone 813 251-0565 Fox �813 251-0567 Mic-.Imi Office 1699 Coral Nay suite 303 Miami, Florida 33145 Phone 805 05 858-5858 Fax 858--5850 ROUTEWACHOVIA - ZEPHYR COMMONS US i w wi FLORIDA 1 1. r f 1 • f•' Drawkv f t_ ' N> .. 1 by ELECTRICAL DETAILSSECURITY SYSTEM ,rr' fw ..o -75-�Q G�[ I bt pe�4 T