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HomeMy WebLinkAbout7780 Gall Blvd (2)Q. a a ARCHITECTURE: ELEMENTS ARCHITECT5 AND INTERIOR DESIGNERS ro00 5, MAGNOLIA AVENUE, SUITE 150 TAMPA, FLORIDA 33606 JOHN PROKOP, PROJ. MGR. JOIN,aELEMENTSTAMPA.COM PHONE: 813-251-05ro5 FAX: 813-25i-05(o-I CIVIL: E5A,r'5IDE ENGINEERING 110 NORTH 11TH STREET, 15T FLOOR TAMPA FLORIDA 33602 P14ONE : 513 - 314 - 0314 CI- R15 DAUSCH - PROJ MGR CDAU5cHa5A*r5IDENG.COM MECHANICAL, ELECTRICAL 4 PLUMBING: ARCHITECTURAL ENGINEERING INCORPORATED 3442 EAST LAKE RD., PALM HARBOR, FLORIDA 34ro85 PHONE: 121--154-14`12 WA I kCHOVIA BANK ZEPHYR COMMONS BRANCH US ROUTE 301 and KOSSIK RD HYRHILLS, FLORIDA 4500-STUCCO-SIDE ENTRY V'k V 4Tk19 STRUCTURAL: De CARO/ WILL50N STRUCTURAL ENGINEERS 1125 EAST 5th AVENUE TAMF'A, 1=1 33�05 BUILDING CODE: FLORIDA BUILDING ODE 200"T EDITION PHONE: 813-248-8080 BUILDING TYPE: TYPE V5 PER F5C A5LE ro01 GROSS S. F.: 4,431 SF OCCUPANC"r TYPE; 5U5I NE SS LANDSCAPE DESIGN: OCCUPANCY LOAD: 1 PERSONi100 S.F. GROSS AND E RSE N L E zN I AK 4,431 SJ 100 S.F. = 45 PE R50N OCCUPANCY 4921 5= WESTSPORE 5LVD FIRE SUPRESSION: A SPRINKLER SYSTEM IS NOT REQUIRED TAMPA, FL. 33&11 PER F5C CHAPTER 9 - FIRE PHONE: 813 - 831- 9595 PROTECTION 5YSTEM5 FOR TYPE V5 CONSTRUCTION AND 5US INE55 AND REW J AME S - PRoJ. MGR. OCCUPANCY ANDREW.JAMESI oVERIzON.NET GENERAL CONTRACTOR - APPLICANT MR. PENRY FE NANDEz R ••... �a BRADANNA, INC. 2005 SOUTP PORSESPOE DRIVE UNIT #12 NAI=LES, FLORIDA 34104 � (239) 455-889t FAX C2 ) 41-1-1 ■■ �r �' 39 2 9 EMAIL - PENRY s5RAD ANNA.COM OWNER MR. GIL VEL Iz VICE PRESIDENT - WACPOVIA 5ANi< CORPORATE REAL ESTATE E L E M E N T 6 1950 P I LLS50RO BOULEVARD, SUITE 212 ARCHITECTS -INTERIOR DESIGNERS DEERFIELD 5EACP, FL 33442 Tampa Office 954-59ro -ro8S3 The Edgewater Building FAX: 954 - 59ro - ro Sro ro 600 South Magnolia Avenue Suite 150 EMAIL - GIL.VELIZ6WACPOVIA.COi" 1 Tampa, Florida 33606 Phone 813 251-0565 Fax 3 251--0567 Miami Office 1699 Coral Way suite 503 Miami, Florida 33145 Phone R05) 05) 858--5858 Fox 858-5850 ELEMENTS State L JMW #AA0002341 ELEMENTS PROJEOT #07-077 Af=fRIL 9, 2009 REVIEW DATE CITY OF ZEPHYRNILLB FLANS EXAMINER. ,,L,0M S9ALL C0W.T v WITA AI,L AB�I�.G ?RVAnVG CODES,TLO ONAL�jE CCODEOD CIDDOPMav OF &Ik1 ORDINOCES D F--,AW1Nr,.=35 INDEX COVER CIVIL C-0 C-1 C-2 C-3 C-4 C-5 Cro.l C0.2 C-1.1 C-1.2 CIVIL COVER GENERAL NOTES EXISTING CONDITIONS / DEMOLITION SITE PLAN PAVING GRADING AND DRAINAGE UTIL ITS' PLAN DETAILS DETAILS STORM,UATE R POLLUTION PREVENTION PLAN STORMWATER POLLUTION PREVENTIONN CERTIFICATION LANDSCAPE LA-1 LANDSCAPE PLAN LA-2 IRRIGATION PLAN ARCH I7EGTUizAL AO OVERALL 51tE PLAN�� Al FLOOR PLAN \ A2 REFLECTED CEILING PLAN 43 ROOD PLAN A3a HIGH ROOF PLAN A4 EXTERIOR ELEVATIONS A5 WALL SECTIONS A6 WALL SECTIONS A -I EXTERIOR SECTIONS AND DETAILS A8 WINDOW ELEVATIONS SCHEDULES AND DETAILS 49 DOOR i'`t'PES DETAILS 4 SCHEDULES Alm INTERIOR 5EC710N6 AND DETAILS All INTERIOR ELEVATIONS Al2 INTERIOR 5EG710N6 AND DETAILS ` 413 INTERIOR SECTIONS AND DETAILS A14 DUMPSTER PAD PLAN, ELEVATIONS 4 DETAILS Fl FINISH AND FURNITURE CLAN F2 MERCHANDISING PLAN STRUCTURAL 51 GENERAL NOTES 4 T*rPICAL DETAILS 52 FOUNDATION 4 6LA5 PLAN 53 ROOFING FRAMING PLAN 54 SECTIONS 4 DETAILS SB SECTIONS 4 DETAILS 5ro SECTIONS 4 DEVILS 51 HIGH ROOF FRAMING PLAN MECHANICAL Mo.] LEGEND NOTES 5CHEDULE5 mi.] FLOOR PLAN M1.2 ROOF PLAN 4 DETAILS PLUMBING Pal LEGEND NOTES SCHEDULES P"I'l FLOOR PLAN ELECTRICAL E0.1 LEGEND NOTE5 E0.2 DIAGRAMS SCHEDULES E0.3 ELECTRICAL DIAGRAMS E1.0 ELECTRICAL SITE PLAN E1.1 POURER FLOOR PLAN E2.1 L IGHTING ,FL.00R PLAN E3.1 5ECURIT' FLOOR PLAN E3 2 SECURITY SY5TEM _IDETAILS ARCHITECTURE: ELEI' IENT5 ARCHITECT5 AND INTERIOR DESIGNERS & 00 5. MAGNOLIA AVENUE, SUITE 150 TA IPA, FLORIDA 336 Oro PHONE: 813-251-0565 FAX: 813 - 2 51- 05ro-1 CIVIL: 8A�'SIDE ENGINEERING 110 NORTH 11TH STREET, 1ST FLOOR TA 1PA/ FLORIDA 33ro02 PHONE: 813-314-0314 MECHANICAL,ELECTRICAL $ PLUi" I5 1NG: ARCHITECTURAL ENGINEERING INCORPORATED 3442 EAST LAKE RD, PALM HAR50R,, FLORIDA 34605 PHONE: 121- -I84 -14-12 STRUCTURAL: De CARO/ WILLSON STRUCTURAL ENGINEERS 1-125 EAST Sth AVENUE TAMPA/ FL 33005 PHONE: 813 - 248- 8050 LANDSCAPE DESIGN: ANDERSEN LEZNIAK 413216. WE STSH40RE 5L VD TAMPA, FL. 33(o1l PHONE: 813 - 831- �595 WACHOVIA BANK ZEPHYR COMMONS BRANCH US ROUTE 301 and KOSSIK RD ZEPHYRHILLS, FLORIDA 4500-STUCCO-SIDE ENTRY 5UILDING CODE: FLORIDA BUILDING CODE 2004 EDITION 5UILDING TYPE: TYPE V5 PER F5G TA5LE 601 CROSS 5. F.: 41500 5F OCCUPANCY TYPE; 5U51NE55 OCO1P,4NCY LOAD: I PERSON/100 S.F. GROSS 4,500 SJ 100 S.F.= 45 PEIR50N OCCUPANCY FIRE SUPRE55I ON_ A 5PRINCLER SYSTEM IS NOT REQUIRED PER FSC CHAPTER 9 - FIRE PROTECTION SYSTEMS FOR TYPE V5 CONSTRUCTION AND SUS INE55 OCCUPANCY so ELEMENTS ARCHITECTS -INTERIOR DESIGNERS Tampa Office The Edgewater Building 600 South Magnolia Avenue EDRAUJING5 INDEX COVER C-m� CIVIL COVER C-1 GENERAL NOTES � G-2 EXISTING CONDITIONS /DEMOLITION G-3 SITE PLAN � G-4 PAVING GRADING AND DRAINAGE C-F;� UTILITY PLAN Cro.1 DETAILS C&.2- DETAIL& C-1.1 5T0R1„iWATE R POLLUTION PREVENTION PLAN C-f .2 5TOR WATER POLLUTION PREVENTIONN CERTIFICATION LANDSCAPE LA-1 LAND5c3APE PLAN ARCHITECTURAL AO OVERALL SITE PLAN Al FLOOR PLAN A2 REFLECTED CEILING PLAN A3 ROOF PLAN A3a HIGH ROOF PLAN A4 EXTERIOR ELEVATIONS A5 WALL SECTIONS Aro WALL SECT IONS Al EXTERIOR SECTIONS AND DETAILS Aa WINDOW ELEVATION& SCHEDULES AND DETAILS A9 DOOR TYPES DETAILS 4 SCHEDULES AIO INTERIOR SECTIONS AND DETAILS All INTERIOR ELEVATIONS Al2 INTERIOR SECTIONS AND DETAILS A13 INTERIOR SECTIONS AND DETAIL5 A14 DUl"fPSTER PAD PLAN, ELEVATIONS 4 DETAILS F1 FINISH AND FURNITURE PLAN F2 1''IERCHAND 151NG PLAN STRUCTURAL 51 GENERAL NOTES $ TYPICAL DETAILS 52 FOUNDATION 4 SL A8 PLAN 53 ROOFING FRAMING PLAN 54 SECTIONS 4 DETAILS 55 SECTIONS 4 DETAILS 5ro SECTIONS 4 DETAILS 5-1 HIGH ROOF FRAMING PLAN MECHANICAL 1' o.] LEGEND NOTES 5GHEDULE5 -SUBMITTED PLAN(S) HAVE BEEN REVMWED 3Y ZEPHYREn, s 's or-�IcE 1"I 1.1 FLOOR PLAN Date .revewer. M 1.2 ROOF PLAN 4 DETAILS i PLUMS ING P0.1 LEGEND NOTES SCHEDULES P1.1 FLOOR PLAN � _,.. 1 �.. 1 •p_I _. i _ i I lJ-_--_ 1 I. i. '. ! 1 L 1 ■.- 1- - I - _ 1. 1 '1 _ __�- - � I ___- _ I _. - -- 1 1 _- W • Notes. Revisions: � E:: —7 1 N I r--� G W l_ L— I —IL - I I ' ¢� \ ' 00 SeatIll 1II 111 " ! 111 111 ljl 111 Cf) I " I � I ICI ICI ... 1. Z ' I�I x,.- l ! ! I — I 2 , AV. C_1� I Z 00 —I- I " ' Wholas ,.: :. u� #ARt'2480 IfI & ryl Ld 01 2 . 2 013 ! l Ni ; 1 " � III III Ill ;Il 11 l T I I l 1 I 1 Ili I 1+11 i II 1, " I SUGGESTED MONUMENT I " - SIGN LOCATION I I _ �� — — I11 Ill III Ill 1 'll j :D-JID FT I " ni ::, i W . ' .... •. 111 - .... .. .. .. .... . Ill I oa Z � ;l1 I" o 0 0 ;I� � 1 I I I �cr g' -,21 I - " l I I oa I I I I o® ANWACHOVIIA Cl) DUMPSTER D I I o � o ENCLOSURE o ° o o ° 1 q I ! I �® J 7100 • r� ♦ �1 . ...... . ...... . ..... . ..... . . ...... . ...... . ...... . .. ... .... . .. . . ...... . ...... . ...... . ...... 00 �. �, o � � � f Al _...... .... ..... j L E M E N T S ARCHITECTS -INTERIOR DESIGNERS Tampa Office -�+ PROPERTY LINE PARCEL 6 SITE PLAN 5CALE: -3/32" = V-0" The Edgewater Building 600 South Magnolia Avenue Suite 150 Tampa, Florida 33606 Phone (813) 251-0565 Pox (813) 251-0567 Miami Office 1699 Coral Way suite 503 Miami, Florida 33145 Phone (305) 858-5858 Fax (305) 858-5850 ELB MNM Bab Maw #AA0002341 WACWM A - ZEPHYR COMMONS PARCEL 6 US ROUTE WIII and KOSW RD ZEPFiYI*RJ-% MOMA 4500-VFUCOO-SCE ENTRY Duwhp NoMats 020 M SITE 1 PROJ NO. 01-011 DmwIV TN&Mo wDmwn by JF SITE PLAN PARCEL 6 PARCEL 6 SITE SECTION SCALE: AS NOTED 5GALE: 3/3211 _ II-o11 r A I B C D E F G FLOOR PLAN NOTES Notes: Of I r I 56'-2y' I 1 1. CONTRACTOR SHALL PROVIDE ALL MATERIAL AND LABOR REQUIRED » 3 " TO MAKE FINAL CONNECTIONS TO ALL UTILITIES AND SYSTEMS, 11. BED PLATE -SEE EQUIPMENT VENDOR'S SHOP DRAWINGS. Revisions: 18 -10 / 13'_8» 5 -4/ INCLUDING ITEMS SUPPLIED BY OWNER SO THAT ALL UTILITIES AND 12. IRRIGATION CONTROLLER SYSTEMS ARE FULLY FUNCTIONAL, UNLESS SPECIFIED OTHERWISE. 7 etI_0» 13'-8" 21'-9y' 13,_8= 5-0%" 2. CONTRACTOR SHALL PROVIDE WALL OPENINGS, ISLAND OPENINGS, 13. 2X8 FLAT WOOD BLOCKING ®5'-5" A.F.F. BETWEEN STUDS IN THIS " Hy 3'_4• 4,-0» 6'_0" 3'-5y" 1 -9 21" I TRENCHES, FLOOR OPENINGS, GROUTINGS, AND SLAB DEPRESSIONS WALL, TYP. BOTH SIDES. R.O. R 0L. PAINT CT CABINET AND FOR OWNER -INSTALLED BANK EQUIPMENT AS SHOWN ON SHOP = a " 2 " 14. INSTALL 3/4" PLYWOOD FLOOR TO CEILING (PAINTED) ON ALL FOUR I 10 58 " METER BOX TO MATCH 4 DRAWINGS FURNISHED BY BANK EQUIPMENT MANUFACTURER. 15 A7 I _ .1 - — A5 4» 4' EXTERIOR WALL 3. QUEUE LINE LEDGE. SEE 10/A13. WALLS. `-- - ... _ JAN. ELECT. NOTE 12 15. PROVIDE SOUND INSULATION IN ALL INTERIOR WALLS AROUND WOMEN - -M _ AND MEN's ROOM. I I _ ""`T - - - - 4. SHELF/MOP/BROOM RACK FURNISHED AND INSTALLED BY G.C. ....................._,......__._..._............_........... - ---- - - ---- 5. TV AND SUPPORT BRACKET BY OWNER. BLOCKING AND ELECTRICAL 16. ALL INTERIOR WALLS SHALL BE TYPE 1 U.O.N. --- I-- -r' hORRIDOR 7 — 11_�I BY G.C..17. FIR WALL OUT TO ALLOW FOR ELECTRICAL 2X4S AT 24' O.C. TURNED c119 0 117 12 LAO6DER Ail i 7 ON SIDE WITH %' GYPSUM BOARD. ' $-�" V-7 4'-8'1" -' -1 5'-97/a" 1 66 1O'-7" A11 6'-1]" > -1 g" g A7 6. CHECK DESK -SEE SHEET A13. I i All - I I - _ Al2 i 7. TENSABARRIER QUEUE LINE BY LAWRENCE METAL PRODUCTS, INC. 18. ALL DOOR FRAMES TO BE LOCATED STANDARD 4" FROM ADJACENT 1 7 7 �7 115 , 1 STUD WALL I NOTE 15 , , , 8. ALIGN ACCENT WALL WITH CENTERLINE OF CEILING GRID. 3 I I 1$ I r _ I ROOF LEADER- 19. SEE SHEET F1 FOR FINISHES AND FURNITURE. All I WOMENI NO 4 N�ISEE PLUMBING 9. S'ELF-SERVE VAULT, NO COMPUTER ACCESS CONTROL 119 L NOTE 5 2 i DRAWINGS 114 i I c 20. SEE SHEET AB FOR WINDOW SCHEDULE. 10. 4' O.D. PIPE BOLLARD BY GENERAL CONTRACTOR, TYP. AT ALL REMOTE UNITS. BOLLARD COVERS BY GENERAL CONTRACTOR ON ALL BREAK RM I I I I A11 r I r. I I I NOTE 14� i i PIPE BOLLARDS. I I NOTE 15 I 118 116 1 , I H Seal: .. I --- -� -------� - J 1 O , I 13 14 8 I 1 I 3 All All °D Ail I ' J 5 E i I 15 r- I All 10 -1 ly2 I 34'-6" , 9-10" All 8 960 1 I DATA I i A' I EXPANSION JOINT (TYP. AT ALL ISLANDS) I A11 20 a .. <2> 114 1 t I - N - - - - - - - 13 F COAT RACK WORK 12 - CO`� = I I 121 I [O 6'-Ow 7'-�78 ROOM O: I NOTE. 8 - - - - I , in r- _� I I I + I I NO I 4- 13'-5Y"1 LA 1 -20'-10 8" I m COPY/z 4 o FAX I I All I 14 a� c� I 121 ' Al2 NOTE 7 I I I I I Al2 2 2 r A11 I Al2 1 I o i i I I 3 I I O 3 , 8 - - - - - -�- - I o A11 i I I A5 I I tr)L---- i 6 ( 11 I 1 q32 I A7�.-O" 5'-2Y C.t "i_ I Alo I I I ° o;; I I I I NOTE 3 4 I I I I I\ Ail 9 -5� c Al I I M po Ii -�, . LLJI I iv ° 1 I NOTE 7 I rI LLI I i 102 I , a i N a.A I I K QUIP.' ATM - I I 1 I , o NOTE 6 I I I 1 R M I I � I I TELLER I rn III III112-------1-- I rn I A10 01 f^ Fj I I_ I A13 - 1 O - i 4 FI.00R OUTLET FOR I A10 1 I 0 _ k c�hul-as Pugllsi, Arch ii&1t•,,License #AR12460 Consultants: 3 A4 _ 7 :::: WASTE � FCM DESK. SEE E4. N I i r AD i 8'-tly' 4'- �' i A6 A6 A6 N _..:_ .: CUSTOMER ,r RECEP1jACLE NOTE 5 i 5 w I s 1 I I AREA I 1 i ROOF LEAD L -_! l O2 SEE PLUMBIN - - - -DRAWINGS 8' 5'-O" '_ " » " d' 4 11 6 11 6 11-6" 8'-7 11 -6 i— I $ 1 I Ail 7 8" i 54'-7" SLAB00 .,,► I r COUPON A8 I � 1 I 103 103 FCM = o 0 � ( t I e t 1 I I WACIEkOVIA FCM DESK. _ I SEE 1/A13 o 5 i 3-5/8" 3-5/$' " " » 4 /g 58 . 13'-5y" % I I `� 12� y1» I i ` I N 0 T/ OFFICE 109 8 104 OUT VAUL \ 17 I o 1 NOTE 11 o NOTE 9 I � 109 A9 / I a 5/8 GYP. BD. ON EACH 5/8 GYP. BD. ON ' I = N 5/8 GYP. BD. ON EACH am -now , SIDE OF 3-5/8" MTL 3-5/8" MTL. STUDS » ' °o SIDE OF 6 MTL STUDS STUDS FROM FINISH FLOOR FROM FINISH FLOOR TO " : , I - I " FROM FINISH FLOOR TO 6 I ` i ' / 1 " o TO 6 ABOVE CEILING. 6" ABOVE CEILING. � I i ABOVE CEILING. ♦ , o f: I I I VAULT i 10 } 1 104 ,- 3 r A6 3/4' PLYWOOD FLOOR TO NOTE: I E ll 6 ` ;e4f4 1 O I I CEILING IN TELE/DATA USE MOISTURE RESISTANT ' 1 CLEAR ROOM GYP. BD. ON WET WALLS o � '-, ■ � _I_. ; I I NOTE 13 _ , 3 I 1 SOUND ATTENUATION 1 i ai- A8 E L E M E N T 5 51�. 1 5 SOLAR SCREEN BLANKETS ABOVE- TYP. I ' 3 I AB „ ARCHITECTS "INTERIOR DESIGNERS N fI 108 1 10b O 4-7/8" OFFICE I A8 I Tampa Office ; a I The Edgewater Building i i i0e I. WALL TYPE WALL TYPE 3 WALL TYPE 600 South Magnolia Avenue 1 Q ,-- p I: 2 x . i, -�•I 150 - OFFICE Tampa, Florida 33606Q Phone�8113 3 251-0565l OFox 251-0567 I I O 5 I i I 1a �- AS Miami Office I ; 1 A8 I 9y2 i I ; ° VARIES- 3-5 8' 1699 Coral Wo 3 / y suite 503 SEE PLAN 5/' Miami, Florida 33145 i I - I I i .. i. VARIES 5" I` • Phone 305 858-5858 I 1 NOTE 13 ` -' SOLAR SCREEN 8' 8' 8 8 I , 1 ABOVE- TYP. _ Fax R05; 858-5850 VIFICNOTE 17 , 10% E OFFICE 4 i c 5/8" GYP. BD. OVER I 106 NOTE 17 I " d . 7/16 OS6 BD. ON EACH " ELEMENTS State License AA0002341 5/8 GYP. BD. ON 5/8 GYP. BD. ON EACH 2 I I 1-5/$ MIL STUDS •e � SIDE OF 3-5/8 MTL SIDE OF 3-5/8' MTL ---------------------------------- i STUDS 0 16 O.C. TO STRUCTURE ABOVE. - 7 3 7 "---------------------------------- FROM FINISH FLOOR TO . • STUDS FROM FINISH FLOOR l0 -2 /8 10 -2 /8 6" ABOVE CEILING. TO STRUCTURE ABOVE. I 1 r 5 " = 4 .4 d _I A' MI I p VAULT WALL WACHOVIA — ZEPHYR COMMONS .a PARCEL 6 5/8" GYP o H 4 1 and KOSSIK RD . BD. N EACH US ROUTE 30 1 �_v_ _......_._:;. _.._'....................... ,� I STUDSSIDE OF 1-5 8" MTL ZEPHYRHILLS, FLORIDA - - - , STAGGERED, FROM 450t}-STUCCO-SIDE ENTRY - 4y 4" FINISHy" OV£ CEILING. O 6" 2 Drawing No./Date 02.05.09 WALL- 1-9y 2 - 5y A5 - 6,-0� 1'-4' '-5 " '-9 " 4" PLAN ISE VARIES STRUCTURAL SHEAR S.A2" 6 -0 Y Yz NORTH SEE STRUC. DWGS. 4-7/8" A R.O. R.O. 01 WALL TYPE WALL TYPE WALL TYPE WALL TYPE 21'-sy" Olt 13'-8" _ 4 5 6 7 P R OJI NO. 07— 071 2 A4 49-1 Drawing Title/Scole/Drown by lP e. FLOOR PLAN FLOOR PLAN INTERIOR WALL TYPES SCALE:1/,V=1,-0" SCALE: 2 .t 1 _ 3,�=� 1� nn E: AS NOTED — ------ — I ------- ------ -------------- --------___--�— ----------� EDGE OF CONCRETE I nl 4 AS = SLAB LINE OF CANOPY I '' - - - - - - - - - - - - - 7 A6 i in EDGE OF CONCRETE O O I 0 SLAB Q 'Hi I ^ I 6' RAISEDI p CURB, Tlr I I 6' � I CUSTOMER UNIT -REFER CUSTOMER _ I - TO BANK EQUIPMENT UNIT VENDOR'S SHOP 0 I DRAWINGS 21_6» 6" RAISED NOTE 10, TYP. CURB, TYP O I I 4 I CUSTOMER A6 LINE OF CANOPY ' UNIT I I ABOVE I p o1 f I � i liiil I I 6" RAISED O O I I I m g D CURBTYP ' EXPANSION JOINT o "' CUSTOMER N �i I 13 UNIT I � 2'�6" 6" RAISED CURB, TYP Cl o I I CUSTOMER = I I = a UNIT L6- o 1 U_ o N o I- 6" TYP TYP Q2 w z =a w `� I I °° o U at I I A7 0 Q Iz I I IQ =O li fY C LINE OF CANOPY I OVE - - - - -OF -CONCRETE - EDGE -� ; SLAB co I = O ,O 0.- O iv I N r r I _J en A B C D E F G Notes: UNDERSIDE OF AGRIBOARD BEAM -SEE ROOF PANEL STRUCTURAL DWGS. / Revisions: 3 5/8" METAL NOTE 1 NOTE 1 NOTE 6dt BRACING AT 9'-9" I I 4'-D" O.C. 15 A.F.F. I I I I JAN. ELECT. I j� t --„� ,4-I . Ii SUSP ACOUS 14 - -- 13- 12 Y • 10z"", CENTER ALL SLOT DIFFUSERS ON WINDOWS. CENTER , DIFFUSER WINDOWS TILE CLG. CUSTOMER AREA Is 12Zya 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:1 112=1'4Y RU BY CLDE CA THE CORPORATION—� GOVRACT 0 1 RIV 0 EEI —T 0 Mc ING. Y PROPROV EE DEE AND 101 INSTALLED � I ENTER ALL SLOT IFFUSERS ON ANDOWS. A.F.F. SUSP. AC6iir TILE CLG. P-1 --� 5/8" GYP. BD. ON - 3-5/8" MTLSTUDS 0160 O.C. 8'-2" _ A.F.F. I I 3 5/8" METAL STUDS — EXTENDED TO ROOF DECK BRACING AT EVERY VERTICAL STUD 3 5/8" METAL BRACING AT 4'-0" O.C. II II f 1 I ! 5/8" GYP. BD. (TYP.). 8'-6" A.F.F. ACOUSTICAL CEILING RECESSED- LIGHTING FIXTURE -SEE ELECTRICAL DRAWINGS P-5 l 2 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 COORDINATEEFFORTS 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 O 1'-4" X V-4" METAL HALIDE LIGHT FIXTURE 1 0 �� 1'X4' FLUORESCENT LIGHT FIXTURE 0 RECESSED FLUORESCENT DOWNLIGHT FIXTURE Q CAN LIGHT FIXTURE (EXTERIOR) OR EXTERIOR WALL -MOUNTED, LIGHT FIXTURE, SEE ELEC o RECESSED ADJUSTABLE WALL WASHER QS AUDIO FIXTURE Seal: NichtbIgs,Puglisi, 'A.I.A. Architect License #AR12460 Consultants: AV ft go mow 11 1 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 305 858-58W ELEMENTS State License #AA0002341 WACHOVIA — ZEPHYR COMMON: PARCEL 6 US ROUTE 301 and KOSSIK RD ZEPHYRHILLS, FLORIDA 4500--STUCCO-SIDE ENTRY Drawing No./Date 02.05.09 A2 PROD NO. 07--071 Drawing Title/Scale/Drown by Jp REFLECTED CEILING PLAN SCALE: AS NOTED "MOP 2x FRAMING WITHIN AGRIBOARD ROOF PANELS ® OPENINGS - SEALANT DRAIN RECEIVER ROOF DRAIN No ' NUMBER OF 2x'S PER AGRIBOARD WOOD BLOCKING INDUSTRIES ROOF PANEL OPENING (S E STRUCTURAL) c SINGLE -PLY ROOF TAPERED ONE PIECE GALVANIZED MEMBRANE SYSTEM 2 METAL FLASHING AND SEALANT INSULATION Rev�s�ons:I A5 ROOF HATCH RELIEF SCUPPER. PAINT SEE 7/A-3 EXPOSED METAL TO MATCH 6 SURROUNDING SUB -STRAIGHT = A3 4'H X 16"W BOT OF BLOCKING -------------- -------..._.---- �' SINGLE -PLY ROOF 13 WALL VENT �,a F�� - �a w �% _ ALL VENT I MEMBRANE SYSTEM -------- ------- I I I l 0- Uj I -- ------ WALL VENT "' i; ��`� i I! I I = 25 I I6lllllllllllllllllli A3 ii i I I I I l! I I l l! I l l l l l l l f l l l l l l l l l 7 7/8' STRUCTURAL DRAIN RECEIVER -- I ,,,�, `- I I INSULATION ROOF PANEL SYSTEM z le -- II r, SEALANT I , I 9 I A6 VENT THRU I TOP OF WALL I - ROOF 11'-10 3/4"" ROOF DRAIN DETAIL SLOPED FRAMING ROOF DRAIN I SEE STRUCTURAL SEE DETAIL NSULATON ROOF , , ' , ' SCALE: 1 1/2 -1-0 WALL VENT 8"X12" 3/A-3 20 TOTAL REQUIRED I I Me VENT THRU SEE WALL SECTION 1/A-5 II ROOF OUTSIDE FACE OF STUCCO WALL BELOW WALL VENT A5 2x FRAMING WITHIN AGRIBOARD ROOF PANELS ® OPENINGS - NUMBER OF 2x'S PER AGRIBOARD INDUSTRIES ROOF PANEL OPENING (SEE STRUCTURAL) A6 WALL VENT 8"X12"----'-- 20 TOTAL REQUIRED SEE WALL SECTION , /A-5 OUTSIDE FACE OF STUCCO WALL BELOW ALUM. CURTAINWALL— SOLAR SCREEN BELOW- TYP. , A5 SLOPE 0 OVERFLOW SCUPPER SEE 2/A-3 WALL VENT 4 A5 SLOPE I F I I 2x FRAMING WITHIN AGRIBOARD ROOF PANELS F� -- OPENINGS - I NUMBER OF 2x'S PER AGRIBOARD I, �I ----y I INDUSTRIES I OUTSIDE FACE OF STUCCO WALL BELOW 5'-57 2 A6 OVERFLOW SCUPPER DETAIL SCALE:1 1/2"=1'-0" DRIVE-THRU CANOPY PROVIDED AND INSTALLED BY THE McGEE CORPORATION UNDER G C CONTRACT G C TO INCLUDE PRICE IN OVERALL FEE TO WACHOVIA � 1 „1 :0 III- Pill I . • . Al I M►OI�:�OI�y�� War, BERM SCALE:1 1/2"=1'-O" -2x4 TREATED WOOD NAILER SINGLE -PLY ROOF MEMBRANE SYSTEM 18 GAUGE GALVANIZED STL GALV. NAIL INTO AGRIBOARD -SEALANT 7 7/8" STRUCTURAL ROOF PANEL SYSTEM EQUIPMENT SUPPORT DETAIL SCALE:1 1/2"=1'-0" i/8" GRADE 1 PLYWOOD - )VER 2X4'S 0 16" O.C. - ;EE STRUCTURAL DWGS, SINGLE -PLY ROOF MEMBRANE SYSTEM % CDV SCALE: 1 1/2"=1'-0" N I OVERFLOW SCUPPER SEE 2/A-3 ROOF PANEL SLOP 1/4"/FOOT ROOF PANEL SLOPIN 1/4"/FOOT WALKWAY - PROTECTIVE MAT WALKWAY - PROTECTIVE MAT SATELLITE - VERIFY EXACT LOCATION W/ OWNER DISH SUPPORT SEE SPECS — 54 �i+i+i ►i�i WI A WA TPO ROOF MEMBRANE SYSTEM SLOPED FRAMING SEE STRUCTURAL 2x FRAMING WITHIN AGRIBOARD ROOF PANELS v OPENINGS - NUMBER OF 2x'S PER _ AGRIBOARD INDUSTRIES ROOF PANEL OPENING (SEE ' ^ STRUCTURAL) SINGLE -PLY ROOF MEMBRANE SYSTEM 5/8" GRADE 1 PLYWOOD OVER 2X4'S 0 16" O.C. - SEE STRUCTURAL DWGS. SINGLE -PLY ROOF MEMBRANE SYSTEM Seal RI-M 1'r46 P11 t AJA ArchlIted 1im-#ARY24W ConsWanm All ft l� N00 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 18813) 13) 251-0565 Fax 251-0567 Miami Office 1699 Coral Way suite 503 Miami, Florida 33145 Phone 305 858-58W Fax 305 858-5850 z 1 SeEAElT>d #qde Cloche #AA000= 1 LAI EL 16� a®o I J Ill--,, zn F- --a �---- a I OUTSIDE FACE OF WALL I I `� ,' ! PPI nw LOCK STRIKE & RAMING DETAIL PADLOCK HASP 1" RIGID FIBERBOARD INSULATION I SINGLE -PLY ROOF WACWVK - zmm OO�AOI1iS MEMBRANES T EM PAFM 6 USWMEMandKOMFO 21EPHYFiHJ.$y FLOFWA ` . ------ LADDER ; 1/2" GYP. BD. (IYP.) NoJDIft 020600 3°X1/4' BENT 7" PLATE BRACKET 1/2' LAG SEE 9/A8 1/2° GYP. BD. (TYP.) BOLT 7 7/8" STRUCTURAL PROJ hlO. 01-011 O ROOF PANEL 3'-0" OraW ft 71tl&T0 MJpr W by JP ROOF PLAN ROOF HATCH D ETAI L SCALE:1 1/2"=1'-0" STALE: AS NOTED II. _"EMINWEI/II Wa► .�:�. .�. _^.._-4' %TI U N I �f""' 3 lfl A�/A 111115 �`7 IMMOVE �-.-.— of rh. w''ph. .r ,nor.= !•'s'� �i i% VOWr:— VVIR 1,��'rl vs i .�M sty, ri�i IAs'i. 'We wi, wit rs, am T IF ♦Mft elms] 1XIMBIMIE M R ti &AM $A �:' 1' 1 f= 111 i- _0 --- !=:INff. - M ti ROM W MW KOM,D J R.QWA X 0r O. ►. l I ITI U N I AROUND BY CURTAINWALL MANUFACTURER. ' _A TOP OF METAL CANOPY BEYOND STL. BEAM - SEE McGEE CANOPY DRAWINGS 0 N METAL CANOPY PROVIDED J AND INSTALLED BY THE McGEE CORPORATION, MATTHEWS, NC, 800-526-5589 2x8's ® 48" O.C. WITH 2x6 WOOD BLOCKING BETWEEN 2x8's ALUM. COPING TOP OF PARAPET " - _ ¢ 20'-10 ,X •'v 6y" 1 y" EIFS CORNICE 4" 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. 6 ,• - CULTURED STONE VENNEER �, O.H. IN MUD -BED OVER STUCCO SCRATCH COAT ON GALV LATHE. ATTACH LATHE W/ STAINLESS STEEL SCREWS REINFORCING REQb AT ALL SURFACES TO RECEIVE y 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. fi TOP OF E.J. SEALANT 8"02" ALUM. VENT WITH INSECT SCREEN - SEE ROOF PLAN EXTEND ROOF MEMBRANE UP & OVER TOP OF PARAPET 7/16" STRUCTURAL GRADE PLYWOOD OVER 2X6 STUDS 16' O.C. - SEE STRUCT. DWG' 5/8' STRUCTURAL GRADE PLYWOOD OVfR 2X6 STUDS 16" O.C. - SEE STRUCT. DWG! SINGLE -PLY ROOF MEMBRANE SYSTEM I 2x8's ® 48" O.C. WITH 26 WOOD BLOCKING BETWEEN 2xVs ALUM. COPING SEALANT 8"x12" ALUM. VENT WITH - INSECT SCREEN - SEE ROOF PLAN 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. 24"x24" ROOF OPENING BEYOND SEE ROOF PLAN FOR LOCATIONS PROVIDE INSULATED ACCESS PANEL FOR EACH OPENING 7 3" AGRIBOARD WALL PANEL WEATHER BARRIER STUCCO / HORIZONTAL EXPANSION JOINTS DIMENSIONS ARE TO THE TOP OF THE VISIBLE JOINT. TOP OF EXPANSION JOINT TO LINE UP WITH THE J-MOLDING AT THE TOP OF THE WINDOWS. (TYP.) E.J. DETAIL 8 SCALE:6"=,'-O" SLOPE TOP OF PARAPET ;:.:. 20'-10" -EIFS CORNICE -TYVEK STUCCO WRAP OVER 7/16" STRUCTURAL GRADE PLYWOOD OVER 2X4 STUDS @ 16" O.C. - SEE STRUCT. DWGS. STUCCO SYSTEM. SEE ELEV FOR COLORS. 6 A5 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. •w I-7 SIGNAGE BEYOND I �I I I ,I } J 0 i 0 N o, CONTINUOUS ALUM. ALUM. CURTAINWALL SYSTEM FINISH PAN FLASHI G TO MATCH ALUM. CONTINUOUS SEALANT BETWEEN CURTAINWALL SYS M FLASHING AND CMU BULLNOSE (TYP.) f! COLOR TO MATCH BULLNOSE. GYP. BD. 1" WINDOW FLASHING RETURN (TYP.) CULTURED STONE WATERTABLE UNIT SIMPSON A-21 OR OTHER MTL. BRACKET, HOLDING CAPACITY 5 LBS./LF or MIN. LATH SCRATCH COAT MORTAR SETTING BED ' CULTURED STONE VENEER SUB -FLASHING IN SEALANT BED SILL DETAIL 7 SCALE:3"=1'-O" 2x8's ® 48" O.C. WITH 26 WOOD BLOCKING BETWEEN 2x8's TOP OF PARAPEIx 20'_10" �° �• ALUM. COPING Ln s N :v`•. SEALANT s 8"x12" ALUM. VENT WITH INSECT SCREEN - SEE ROOF PLAN 6 " � Y EXTEND ROOF MEMBRANE UP & OVER TOP OF tY» PARAPET EIFS CORNICE 7/16' STRUCTURAL GRADE Y4" PLYWOOD OVER 2X4 STUDS STUCCO SYSTEM. SEE 16" Q.C. - SEE STRUCT. ELEV FOR COLORS. DWGS. TYVEK STUCCO WRAP OVER 7/16' STRUCTURAL GRADE PLYWOOD OVER 2X4 STUDS 0 16" O.C. - SEE STRUCT. DWGS. _ T.O. WATERTABLE _ NV COURSE - 16'-4" REINFORCING REQ'D AT ALL SURFACES TO RECEIVE CULTURED STONE VENEER t FINISH: PROVIDE 2X SOLID BLOCKING MATERIAL AT 24" OC, EITHER HORIZONTAL OR VERTICAL, TYP. IS INSTALL 2x BLOCKING AS REQUIRED FOR INSTALLATION OF SIGNAGE. SEE STRUCTURAL COORDINATE LOCATIONS W/ SIGN CONTRACTOR SIGNAGE BY OWNER 8.0. SIGNAGE 12'-3" { TYVEK STUCCO WRAP OVER 7-7/8" AGRIBOARD WALL PANEL i CULTURED STONE VENEER IN MUD -BED OVER STUCCO SCRATCH COAT ON GALV LATHE. ATTACH LATHE W/ STAINLESS STEEL SCREWS INTO AGRIBOARD-PROVIDED SOLID BLOCKING @24" O.C. 6 A6 8'-8" AFF ALUM. CURTAINWALL SYSTEM SOLAR SCREEN. CUSTOM COLOR TO MATCH M-2, SEE ELEVATIONS z0 2x8 KICKERS ® 16" O.C. SINGLE PLY ROOF MEMBRANE SYSTEM! �- 24"x24" ROOF OPENING BEYOND SEE ROOF PLAN FOR LOCATIONS PROVIDE INSULATED ACCESS PANEL FOR EACH OPENING STL. BEAM LINTEL - SEE STRUCTURAL. DWGS. SUSPENDED CEILING 1 /2" GYP. BD. TYVEK STUCCO WRAP STUCCO EXTERIOR FINISH STUCCO J-BEAD CAULK OR FLASH AS REQ. CULTURED STONE WATERTABLE/SILL SIMPSON A-21 OR OTHER MTL. BRACKET. HOLDING CAPACITY 5 LBS./LF or MIN. SEALANT AND BACKER ROD CONT. HORIZ. FRAMING MEMBER LATH SCRATCH COAT MORTAR SETTING BED CULTURED STONE VENEER � CULTURED STONE WATERTABLE SCALE: 3"=1'-O" 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" 0. C. - SEE STRUCT. DWGS. LINTEL 1Ii ' I,, SUSPENDED CEILING .!I ■■.................as........................... . .......... ":, I) 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 c1 STUDS 0 16" O.C. - SEE STRUCT. DWGS. TYVEK STUCCO WRAP OVER 7-7/8" AGRIBOARD WALL PANEL STUCCO SYSTEM. SEE ELEV FOR COLORS. N otes: Revisions: Seal: Nicholas Puglisi, A.I.A. Architect License #AR12460 onsu an s: WACHOVI& INTO AGRIBOARD- SUSPENDED CEILING I I I SOLID BLOCKING 024" O.C. JJ" REVEAL BEHIND PERIMETER SEALANT W/BACKER STONE ROD, BOTH SIDES MORTAR BED FOR STUCCO SYSTEM CULTURED STONE COLOR S F3TSEE ALUM. CURTAINWALL A®10 I ELEVATIONS SYSTEM STUCCO SCRATCH •� ® ' COAT SOFFIT VENT STRIP O OTYVEK� �$ PERIMETER SEALANT 0 WRAP I TYVEK STUCCO WRAP OVER ES" AGRIBOARD WALL W/BACKER ROD, BOTH SIDES FACE OF WALL � STRUCTURAL WALL PANo o BEYOND 16 o PANEL SYSTEM I ALUM. CURTAINWALL, SYSTEM I REINFORCING REQ'D AT ALL SURFACES TO RECEIVE ♦ ��` ■ CULTURED STONE VENEER 1 2" GYP. BD. TYP " I FINISH: PROVIDE 2X SOLID " CULTURED STONE VENEER N N / . 5/8 GYP. BD. BLOCKING MATERIAL AT 24 " BEYOND Q, o, OVER 3 5/8 OC, EITHER HORIZONTAL OR 0 cc �, METAL FRAME E L E M E N T S VERTICAL, TYP. 1 ao cc CID C> L ARCHITECTS "INTERIOR DESIGNERS I Tampa Office The Edgewater 'Building I 600 South Magnolia Avenue .. ■. Suite 150 I ♦ �/�2�P") YP. BD. RETURN ` �, Tampa, Florida 33606 -� A5 251-0565 WINDOW SILL PhFox r8113ne � 251-0567 WINDOW SILL " I -% _;. - 2T8" i%r';f O.H. A5f� �— 2-8 Miami Office I CULTURED STONE WATERTABLE 1699 Coro) Way suite 503 CULTURED STONE VENEER , ! s Miami, Florida 33145 ~ IN MUD -BED OVER STUCCO CULTURED STONE VENEER Phone (305) 858-5858 SCRATCH COAT ON GALV 1/2" GYP. BD. IN MUD -BED OVER STUCCO Fox 305 858-5850 I LATHE. ATTACH LATHE W/ ` SCRATCH COAT ON GALV FLASHING SET IN 77 " " STAINLESS STEEL SCREWS LATHE. ATTACH LATHE W/ %8 a ELEMENTS State License #AA0002341 SEALANT INTO AGRIBOARD-PROVIDED +; STAINLESS STEEL SCREWS N I SOLID BLOCKING 024" O.C. INTO AGRIBOARD-PROVIDED RUBBER BASE SOLID BLOCKING 024" O.C. 7' I TYVEK STUCCO WRAP OVER i RUBBER BASE SCHEDULED FLOOR RUBBER BASE RU BER BASE 7-7/8" AGRIBOARD WALL FINISH TYVEK 7E� SAGRIBOTUCCO ARD WALL AP R B I PANG- SCHEDULED FLOOR fINISH PANEL WACHOVIA — ZEPHYR COMMONC " FFE. SUSPENDED CEILING STL COLUMN, BEYOND STRUCT. DWGS. ................ .... ...... .,....... . ..I I •CULTURED STONE VENEER IN MUD -BED OVER STUCCO SCRATCH COAT ON GALV LATHE. ATTACH LATHE W/ STAINLESS STEEL SCREWS PROVIDED i _0" NYSAN SHADE NYSAN SHADE CORNER MOLD & ALUM. CURTAINWALL SYSTEA DRIP EDGE, TYP. SOLAR SCREEN. CUSTOM COLOR TO MATCH M , ' ALUM. CURTAINWALL ELEVATIONS SYSTEM SOLAR C0 SCREEN 0 a o 2'-0" F.F.E. 1 R - -� .� F.F.E. _ a - - 0:_0 PARCEL s - - F.F.E v a e A 01 and FLORIDA SSIK RD 1 /2 EXP. .Z S ROUTE 3 { ZEPHYRHILLS, F JT. ` // '` — - SEE CIVIL DWGS. a c . 4 FIN. GRADE - d v FIN. GRADE - 4500-STUCCO-SIDE ENTRY ... _ . �..: e /\\/\/\\/\\� a :. d' v • I h — SEE CIVIL DWGS. — n \ \ \ \ 4 ° . a FIN. GRADE - / ° a a VAPOR \ v a _ Drawing No. ate 02.05.09 VAPOR BARRIER, TYP \ v ° c ° / �^ ° BARRIER, TYP III -I I- g -• \/\/\ — _ SEE CIVIL DWGS. \ \ \ \ j ��;��\,•\�///\\///\\'\///\\/\\\/\/d CONCRETE SLAB SEE i\STRUCTURAL DRAWINGS STRUCTURAL DRAWINGS SLAG SEE/i//c ° I I I I-1 I ►-1 I I—� 1—III-1 I I_I A5 CONCRETE FOOTING SEE /j ° BARRIER, TYP ,//,° Q a\\,��\ CONCRETE SLAB SEE STRUCTURAL' DRAWINGS �� \ CONCRETE SLAIN. SEE CONCRETE FOOTING SEE PROJ NO. 07-071 STRUCTURAL DRAWINGS ��/ a Q STRUCTURAL DRAWINGS 4 \\//\\//\\ . ...a . •. : a � • . °. - . ° o • v ' • �. �\ _ .d STRUCTURAL DRAWINGS ° . �• CONCRETE FOOTING SEE n ° Drawing Title/Scale/Drawn by 1P a V. CONCRETE F0011NG SEE o, a . STRUCTURAL DRAWINGS � STRUCTURAL DRAWINGS WALL SECTIONS WALL SECTIQN �► WALL SFCTION WALL SECTION TYPICAL WALL SECTION r4 TYPICAL SCALE: AS NOTED Notes: I 2" DIAMETER ALUMINUM PIPE BY OTHERS -FOR MARKETING CONCRETE ISLAND--, . d ° 4aj4d •d. CD 46 G d d• ' ° ° d PIPE SLEEVE 8 SCALE: 1 1/2"=1'-0' RIOU11�ilLiw:1►11 / ILL ANNULAR SPACE WITH CLEAN DRY CONSTRUCTION SAND ONCI 3" SCH 40 PVC PIPE DRIVE d Q d d ° d 3" SCH 40 PVC CAP i I I STEEL COLUMN BY CANOPY MANUR i CONCRETE SLAB SEE i I 1/2" EXP. JT. STRUCTURAL DRAWINGS DRIVE-THRU ELEVATION c d' =l 11=1 I=• I I=1 — ]HI-1iII 4Q '4 a' v e 4 . v 4 TYPICAL CANOPY COLUMN DETAIL SCALE: 1"=1'-0" 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 STRUCTURAL 6 TOP OF PARAPET — ALUM. FASCIA — SEALANT -- STUCCO SYSTEM (TYP.). SEE ELEV FOR COLORS. -TYVEK STUCCO WRAP OVER 7/16" STRUCTURAL GRADE PLYWOOD OVER 2X4 STUDS 16" O.C. - SEE STRUCT. DWGS. 2x4 BLOCKING FOR MEDALLION - G.C. TO COORDINATE LOCATION. IZ MEDALLION 14'-7" PINEAPPLE GROVE MEDAWON - SEE ELEVATIONS FOR LOCATIONS STUCCO SYSTEM. SEE ELEV a, FOR COLORS. CULTURED STONE VENEER TUBESTEEL BEAM TYVEK STUCCO WRAP OVER 7-7/8" SCRATCH COAT ON '. t. ; • TYVEK STUCCO WRAP STRUCTURAL WALL ,". LATHE OVER r EXT GRADE PANEL SYSTEM PLYWD. MUD BED LINTEL, REFER TO STRUCTURAL DRAWINGS " STUCCO SYSTEM SEALANT PRE -FORMED PVC REVEAL / CORNER MOLD & J-BEAD DRIP EDGE, TYP. ALUM. CURTAINWALL SYSTEM SOLAR SCREEN. CUSTOM o 0 SOFFIT EDGE DETAIL COLOR TO MATCH M-2, SEE ELEVATIONS co 6 •- .- 3" STUCCO SYSTEM SEALANT PRE -FORMED CULTURED CORNER MODULES IN „LiLR114M ING WIDTHS ALONG DRIVE -THROUGH CORNER. SUSPENDED 2'-0" PERIMETER SEALANT W/BACKER ROD AROUND HEAD AND JAMBS, INTERIOR AND EXTERIOR (TYP.) FACE OF WALL BEYOND MOULDING PROFILE SCALE: 3"=1'-0" TOP OF PARAPET _-_- C Q ALUM. FASCIA STUCCO SYSTEM. SEE ELEV FOR COLORS. TYVEK STUCCO WRAP OVER 7/16" STRUCTURAL GRADE PLYWOOD OVER 2X4 STUDS 16" O.C. - SEE STRUCT. DWGS, 9 As •' � MOULDING _ 14'-7" AN STUCCO SYSTEM ON--` I FOAM MOULDING STUCCO SYSTEM. SEE ELEV FOR COL r- TOP OF E. J. -ALUM. COPING EXTEND ROOF MEMBRANE UP & OVER TOP OF PARAPET 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 2X4 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 °'llydl I �C I 2x8's ® 48" O.C. WITH 2x6 WOOD STL. BEAM - S£E STRUCTURAL SUSPENDED CEILING 5/8" GYP. BD. CORNER BEAD Revisions: Seal: Ni6o'16s Puglisi, A.I.A. Architect 'License #AR12460 Consultants: WAMOVII& 06 Ak '_,♦ ELEM E,NTS ARCHITECTS • INTERIOR DESIGNERS Tampa Office The Edgewater Building 600 South Magnolia Avenue O.H. Suite 150 DETAIL AT DRIVE THRU CORNER WINDOW sl T.O. WATERTABLE I I _ A5 ♦ \, ,;•. ♦ " Tampa, Florida 33606 2 8 COURSE Phone r13 251-0565 5 SCALE:1 1/2"=1'-0" SIMtiff ,.ti ;ti ; dFax 13� 251-0567 CULTURED STONE WATERTABLE ' M i a m i O f f i s e — „/�, s �. 2" AIR SPACE z z 1699 Coral Way suite 503 CULTURED STONE VENEER CULTURED STONE VENEER L>9 -cc a Miami, Flon 33145 IN MUD -BED OVER STUCCO IN MUD -BED OVER STUCCO I ; o J Phone Fax R05) 858858- -508 SCRATCH COAT ON GALV _ SCRATCH COAT ON GALV ; = N W 5850 LATHE. ATTACH LATHE. W/�" °O LATHE. ATTACH LATHE W/ 1" AIR SPACE o = a STAINLESS STEEL SCREWS �, N STAINLESS STEEL SCREWS = o ELEMENTS State license #AA0002341 BOLLARD COVERS BY G.C. 6" 6" — INTO AGRIBOARD-PROVIDED INTO AGRIBOARD-PROVIDED I I A SRSOLID BLOCKING 024 O.C. a c3 Uj a SOLID BLOCKING ®24" O.C. THRESHOLD SET IN FULL _ Q 3 4" DIA. NOMINAL STD. ° MASTIC BED. SEAL BETWEEN CONCRETE FILLED PIPE TYVEK STUCCO WRAP OVER TYVEK STUCCO WRAP OVER �I RUBBER BAS THRESHOLD & FRAME FOR A _ WATERTIGHT CONDITION WITH BOLLARD COVER, RUBBER BASE �,� " 7-7/8- AGRIBOARD WALL TYP. EACH BOLLARD �ti PANEL 8 AGRIBOARD WALL PANEL a `.. SCHEDULED FLOOR FINISH SLOPE 1 /4" PER FOOT I i w F.F.E. fI.F.E. a WACHOMA — ZEPHYR COMMONS n no 0-0 d as -0 4 4 `...a' I i i i D t 4 a a 4: d USPARCEL ROUTE 301 and KOSSIK RD 1/2" CONTINUOUS N EXPANSION JOINT j „I I— _ � = a 4 CONCRETE SLAB SEE 'd -STUCCO-SIDE ENTRY DA Ij--I l! I I f—III 4 =f I I —III=_ �\ /\\\���\ . c STRUCTURAL DRAWINGS -1 I I=) I I —I CONCRETE SLAB SEE o, \ , Drawing No./Date 02.05.09 STRUCTURAL DRAWINGS I El I E3 I I —I • �� • // �� �� — — — �' .. CONCRETE SLAB SEE o _ , _ _ ��\�\r\i i 4 STRUCTURAL DRAWINGS CONCRETE FOOTING SEE III —I Q a'- A 6 ' �.• ... a;..:•-. STRUCTURAL DRAWINGS . c� .a a ` u ` .a , A \ a CONCRETE FOOTING SEE PROJ NO. 07-071 4 CONCRETE FOOTING SEE N �\ . , STRUCTURAL DRAWINGS A v° ' ' . w \ ° a a a STRUCTURAL DRAWINGS Uj Drawing Title/Scale/Drawn by JP WALL SECTIONS WALL SECTION WALL SECTION AT VAULT SECTION AT MAIN ENTRANCE SECTION AT DRIVE.. U P LANE 3 SCALE: , ��1'-0" z SCALE:1"=,'-0" NQ� SEE 1 /A5 FOR TYPICAL NOTES � sCAlE:1 °=1'-0" �. SEE 1 /A5 & 3/A5 FOR "TYPICAL NOTES 4 SCALE: AS NOTED 3/4"=1'-0" I 0 Go 1/2" GYP. BOARD OVER 2X FRAME ALUM. CURTAINWALL SYSTEM TYVEK STUCCO WRAP OVER 7-7/8" AGRIBOARD WALL o PANEL REINFORCING REQ'D AT ALL SURFACES TO RECEIVE 00 CULTURED STONE VENEER FINISH: PROVIDE 2X SOLID cc BLOCKING MATERIAL AT 24" OC, EITHER HORIZONTAL OR VERTICAL, TYP. CASING BEAD, CONT, FLASHING & 6 SEALANT (TYP.) A5 5" MODULAR VAULT PANEL BY BANK EQUIPMENT SUPPLIER 1/2- GYP. BD. ON 1-5/8" MTL STUDS 16" O.C. CUP ANGLE AT MID POINT 0 co .1fMEMBRANE SYSTEM / I / 1 '11 1' - 1' 1 WITH TAPERED ROOF • i �i�"��i�"��i��,v�i�"�b�4,v�i�`���i�"v' , : 1 1INSULATION/ " 1. 1 1 .. 1 1 - _ • •; 1 � �ilO! �►!O! p�0� �i!!! pis!! `!�'! �i!!� � � � J / 1 I »uggqqqqqqqqqpop qAqqqqAqqq�qqqqqqpqqqqq/ 1 • 1 I 1i 1II ��►A`�`�' I�►�.I�O:t�-;,._j;♦II,IoO„.�:j•j�,-sI♦'_♦�Io-I�Oo-,J �:' ;-��-_.-___. �� �...--I II �I�1h�1.� `_ 1 1 1 1 111 1 �.`���O���Ol��0��6���0��II ��. .�P4I�s�V.-.`♦�I-0�-I.-. ��III •11 • 1 • 1 11 1 • 1-.:,,i��.'.EO♦,♦ �IoO,a:If�`Id�ooIe0lfsI�.0i'NI,I .j�I,�O:I�li eIII.jOIe'O0Ii �IIOiOI„I .oIjOI�:LIfIeOI♦�.j♦oaOi0I�♦ILO�IOI .�oI►O,:IILOf eIO♦�.sjoIIOOi!ILiO♦O♦�I.�e.OI,=LI'iOI'o�.IsO0If!OI♦IOI.,joI..iOIIII oOI�I.jOdiIs0f!IOII'OIejoOI,iIfIIO�o►s�oIIfO�00♦IOIIeI►iOI'ipIIO'e�j♦ssOi_IIOOI�I,oI•oIiIIf ��e.�jIOiOI�N♦I oIiOI♦f�O�Ie.O��I:IO0i LIOIINI�.oIjioI �fOIo.:I0sf�-LI♦OII.jo��sIIf-�OIoiIj:IOf0O�-ILOII.jo;rII, I♦fw�iOIyeI:OIiLI0�s„I.oI�II♦fwOoIeIiIOf��I .j!II�.�j.1sII jI145: .,♦jJI— 11, I0��IOII�►j;.II.O-.joiI♦�IOj Id II,Iij„oN,OIyIV`I� ►,♦O'`IIV.i�oIO��i�I"IO.:�.I�♦��♦-i'.jo♦i'0I��I�VO��I.:j►r.I `4,4,„♦I 0V_ oif s�e,--.,,,�IIwIO•_IO♦�IO�I;.�I. STL BEAM SEE I , s!I i �'� ,Iw..s!Il.+i`•♦I III♦ �I♦I �I♦I ' � -O I� ,,.IoI s`I �'I I: OI . OI d1OI°1OIOI�ys'I�.IO_CANOPY � . IIjO I'�IO I' II h 0I OI �.�.�_.��_.�..�_�._......�._��. �__ ___�•_.�__..�_�___--_--• �-� a�I...a�I..._s�1, ►. s!I 'I�D.`� 1J%Is,010Es!+. ►;�� - �I N�.�IO♦�.jli'II :� DRAWINGS 1 1 Ewu ' ' 'i�ei!s_%i�i:��j r WE"--T— SEE STRUCTURAL IIIIPLAN DETAIL A�TP�l ASTER % J i SCALE:1 5/8" GYP. BD. ON 3 5/8' METAL STUDS ®16" O.C. FROM F.F. TO 6" ABOVE CEILING STUCCO SYSTEM ON TYVEK STUCCO WRAP OVER 7-7/8" AGRIBOARD WALL DAMP II r1ry - STEEL TUBE COLUMN SEE STRUCTURAL PLAN DETAIL @ COLUMN SCALE: 1 1/2"=1'-0" STEEL TUBE COLUMN SEE STRUCTURAL 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. °i AGRIBOARD WALL PANEL CULTURED STONE WATERTABLE UNIT W/ STONE VENEER BELOW -1 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. STEEL TUBE COLUMN SEE STRUCTURAL 1'-9y" 55y\ L_ STUCCO SYSTEM ON TYVEK STUCCO WRAP OVER 2 LAY 1/2" STRUCTURAL GRADE PLYWOOD. SEE ELEV FOR COLORS. 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 I PLAN DETAIL AT ALUMINUM CURTAINWALL SCALE: 1 1 /2"=1'-0" I 1 SCALE:1"=1'-0" ���'!`�O�O!`'til�i;�--- jd-I"�'►rFi►`ems' '—�_ �'-- ---------- :tea jI��I♦IWALL END — OF For For CULTURED STONE I'OdrA !! !! (WINDOWSILL) UNIT W/ STONE VENEER BELOW ���'��O►!!!4!O!�'� Ai�tl� illl � 1 111 PLYWOODSHEATHING FASTEN 1'-0" MINIMUM WALL THICKNESS 2'-Oy4" . M.O. DRIVE -UP SUSPENDED CEILING SEE STRUCTURAL DRAWINGS EXTEND 3Z" 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. 00 TOP OF E.J. INSTALL BACKING AND STUCCO FINISH AROUND ALL PIPE PENETRATIONS TO FORM EXTERIOR SEAL NO VOIDS TO REMAIN IN WALL ENVELOPE. TOP OF E.J. Z 3" METAL CANOPY PROVIDED AND INSTALLED BY THE McGEE CORPORATION, MATTHEWS, NC, 800-526-5589 I/I�'IOII♦�OI�1 1 • I,oi,Iei,Io�- I�IpjlE�tjlOil I,IdI�.jIOI�.j♦s��EXPANSION JOINT HORIZONTAL E• • 1 JOINTS - DIMENSIONS ARI TO THE TOP OF THE VISIBLE OI♦I �I�►IOi ��IOI�j�s'I�jl EXPANSIONO 11♦IOI`IOI�� �I�I♦�.I 01J-MOLDING AT THE TOP OF THE ,�I.♦j�II.�� �i� WINDOWS. STUCCO SYSTEM CONTINUOUS SEALANT AROUND HEAD & JAMB, INTERIOR AND EXTERIOR BANK EQUIPMENT BY OWNER SEE 'BE" DRAWINGS 2'-Ow 1 � 11 11111 1 \— NYSAN SHADE TELLER CASH DISPENSER OPTIONAL Seat 1 I, s' •��'T. 1 t- 1 I� F L F I F N T R `\�•�`; `.�•��; "� DIA. POWDER ACTUATED 44p ... BATT INSULATION j ISOLATION JOINT ® ARCHITECTS FASTENERS 0 18"OC 5y" MINIMUM WALL THICKNESS 2x4 WD STUDS 0 16" O.C. ARCHITECTS -INTERIOR DESIGNERS ::':• `, WEEP D & FLASHING ._ �- . �� ,, .r:..,•;� ; :-,;...;•:, -�.,.. t { J 2' WE SCREE Tampa O f f i c e STUCCO SYSTEM ON TYVEK o J�' PLYWOOD SHEATHING " . " 0 6 w 1 The. Edgewater Building CULTURED STONE VENEER IN STUCCO WRAP OVER 7-7/8 TYVEK STUCCO WRAP;LAP OVER FLASHING 2 ' 600 South Magnolia Avenue MUD -BED OVER STUCCO AGRIBOARD WALL PANEL 1 R = Suite 150 SCRATCH COAT ON GALV _ o " 0 KWIK BOLT III BY MILTI AT 48' O.C. LATHE. ATTACH LATHE W/ z M (EMBED 4 IN CONC.) FINISHED FLOOR pa, in� Tam Florida 33606 STAINLESS STEEL SCREWS1--0565 INTO AGRIBOARD-PROVIDED 1'-5yw 4" 2'-4Y4" - PRESSURE TREATED 2x4 SILL PLATE ° p . 4 - Fo J881133 25 251-0567 SOLID BLOCKING 024" O.C. EXTERIOR DRIVEWAY 2" CASING BEAD W/ WEEPS p ° ° 1 J2" EXP. Miami Office FLASHING SET IN SEALANT -to `�. 1699 Coral Way Suite 503 N �� �� ��� ��� �� a • Miami, Florida 33145 2 to, (305) 858--5858 PLAN DETAIL AT ALUMINUM CURTAIN WALL o - --L- 0-- FINISHED FLOOR SCONCRETE SLAB SEE TRUCRURAL DRAWINGS ��\i� ° ° v • • d . a Fax (3Q5) 858-5850 1-0 ���������� \ \ �/ `� ATM WALL OPENING.,/2' EXP:��X��iSCALE:1 1/2 w�� ��i��SCALE:1w=1, 5 8" GYP. BD. ON , 7 w STUCCO SYSTEM \ \\\/��\\��\�����\�� 1/2' METAL CHANNELS $ w a� a FROM F.F. TO 6" ,/2 GYPSUM CONTINUOUS SEALANT _ ��������� WACWVR -ZEPHYR LIv ° GRAPHIC SURROUND BY ° P g ABOVE CEILING NOTE. SEE SHEET A7 OWNER ��`�\� US ROUTE SM end K04M � FOR ATM CLEARANCE � CONCRETE FOOTING SEE � o ���/• �� Z19411MEJA FLOWA STRUCTURAL DRAWINGS ROOF DRAIN AND MIN..ROOM SIZE4500ADD FOIL FACED INSULATION AT ALL GAPS d AFTER INSTALLATION OF 4 Df>•�p NO�IDrebs ��� ATM & AHD EQUIP. STUCCO SYSTEM ON O O I \ \ \ ` A7 TYVEK STUCCO WRAP OVER 7-7/S" & °o AGRIBOARD WALL � _ ¢ PROS NO. 01-01i c s PANEL SEE ELEV ol � � A7 n � A J 5/8' GYP. BD. ON 3 5/8' FOR COLORS. 0 VERIFY EQUIP. Drswrq b1► !p METAL STUDS 016' O.C. W/ MANUF. NOTE: FROM F.F. TO 6" ABOVE SEE 1 A5 & 3 A5 FOR TYPICAL NOTES EXTERIOR SECTIIS f' % AND PLAIN DETALS CEILING PLAN DETAIL ROOF DRAIN JA MB DETAIL AT ATM STUCCO TERMINATION AT CURB SECTION AT DRIVE. UP WINDOW. sc,a�E: ,�s >aot�n SCALE: 1 1/2"=1'-0" SCALE:1 1/2"=1'-0" SCALE: 3"-1'-0" SCALE:1 112'=--V 0" BASED ON HAMULTON EQUIPMENT FOR LW AM EVEW in 5/8" GYP. BD. KNEE PANEL BY MILLWORK SUPPLIER - SEE DETAIL 7/A1O FOR REFERENCE STUCCO SYSTEM PRESSURE TREATED 2"X4" SILL PLATE I 2'-4" Note& -J 4 I 00 G-3 I ALUMINUM STOREFRONT SYSTEM I 00 G- 3 00 . 1'-10" 3'_p" „ ALUMINUM STOREFRONT 2 -7Y2 OF 5-0" SYSTEM - SEE PROJECT MANUAL. SECTION 084113 R.O. Lv - TYP. WIN. @ COUPON BOOTH F WIN- @OFF. COMMON WALL G SCALE: 1/2' -0' SCALE:1/2'=1'-0' EQ. EQ. G-3 G-3 ALUMINUM STOREFRONT SYSTEM Li ALUMINUM STOREFRONT SYSTE 6'-6" 3'-0" - SEE PROJECT MANUAL. SECTION 084113 - TYP. 9'-7 4" INTERIOR OFFICE PARTITIONS SCALE: 1/2"=1'—Or Reviskm- NOT USED P-1 ALUMINUM __/ STOOEFRONT 2 A8 TYP. I NT. STOREFRONT SCALE: 112'=1'-O' APPLIED SEMI -OPAQUE FILM BY OTHRES M\ co 3 A8 OFFICE CUSTOMER AREA CARPET SEAL LENGTH OF SUBSILL BASE @ INT. WINDOWS SCALE: 3'=1'-0' 1'-11" 6'-0" GLASS TYPES G-1 1" INSULATED G-2 1" INSULATED, TEMPERED G-3 1/4" CLEAR TEMPERED G-4 1" INSULATED SPANDREL, CHARCOAL GRAY V-11" WINDOW PROVIDED BY BANK EQUIPMENT SUPPLIER DRIVE UP TELLER WINDOW 6" FOIL SOLAR SCREEN — — — — — — — — — — — — — — — — — G-1 G-1 G-1 ccoo G-2 ,% \`� G-2 r G-2 /� ��� G-2 N G-2 : `\ G-2 °° SN G-2 �`� ,% G-2 I \ / G-2 \\\\\ / G-2 6'-0" I, 2'-4" I, O P-1 ELEV. @COUPON BOOTH APPLIED SEMI -OPAQUE FILM BY OTHERS NOT USED @_ t__ : SHIM AS REQ'D, TYP OFFICE r-- OFFICE STOREFRONT a 1 CUSTOMER AREA IM AS REQ'D I. nevi wn uvI- I S-4s- 5/8- GYF Wncgarvrn 'OREFRONT DOOR SEE SCHEDULE IRESHOLD SET IN FULL 4STIC BED. SEAL BETWEEN IRESHOLD & FRAME FOR WATERTIGHT CONDITION )OR SWEEP 5/8" GYF 1S REQ'D SHIM AS REQ'D PREFINISHED ALUMINUM CURTAIN WALL SYSTEM . r I ii 'Wil SCALE: 3'=1'-0' SHED ALUMINUM WALL SYSTEM UM DOOR DOOR SCHEDULE N0. 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" 6 — 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" 8 — ALUM. 5/A9 7/A9 38 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 ff 5 PAINT 114 TELE/DATA 3'-0" X 7'-0" X 1 3/4" D A H.M. 10/A9 9/A9 7 PAINT 115 ELECTRICAL 3'-0" X 7'-0" X 1 3/4" C A H.M. 10/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. 10/A9 9/A9 6A PAINT 119 WOMEN 3'-0" X 7'-0" X 1 3/4" C A H.M. 10/A9 9/A9 6A PAINT 120A CORRIDOR 3'-0" X 7'-0" X 1 3/4" C A H.M. 10/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. 10/A9 9/A9 4 PAINT 2' I I PAINT HOLLOW METAL !"""/ FRAME TO MATCH DOOR 5/8- GYP. BD. DOOR KEYING SCHEDULE 1. MASTER KEY AA 12 EA. 2. KEYED ALIKE DOOR NO'S 111, 112 AND 113 2AA 26 EA. 3, KEYED ALIKE DOOR NO. 114 3AA 06 EA. 4. KEYED DIFFERENTI DOOR NO. 115 4AA 02 EA. GENERAL CONTRACTOR SHALL CONFIRM WITH WACHOVIA THE EXACT NUMBER OF KEYS NEEDED. EXTERIOR BER BASE STUCCO SYSTEM — 7 7/8' WALL PANEL 6 TYP. RUBBER BASE SCALE: 3" 1'-0' HEAD SCALE:3'=1'-0' 5/8" GYP. BD. (TYP 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' 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 STONEVENEER 7 J BELOW 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 TO', BOTTOM, INTERMEDIATE BY DOOR SUPPLIER -PARTS OP-6, OP-7 DOORS PIVOTS OP-91 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 SUPPUER-PH-20 BB OFFICE TOP, BOTTOM, INTERMEDIATE BY DOOR SUPPLIER -PARTS OP-6, OP-7 DOORS PIVOTS OP-9, OP-10, OP-11 HW-3B DEAD LATCH BY DOOR MFR-ADAMS RITE 4900 WITH 4560 LEVER HANDLE EACH SIDE AND A CYUNDER 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 SUPPUER-PH-20 BB HW-4 1 1/2 PR. BUTTS -HA ECB81100- 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 ECBB1100 - 652-4 1/2 X 4 1/2 WITH 1/2 WS X 1/2 MS TELLER 1 LOCKSET - SC AL80PD SAT 626 AREA DOORS 1 CLOSER - LC 4031 REG/PA 689 1 FLOOR STOP - HA 242E 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 ECB91100- 652-4 1/2 X 4 1/2 SINGLE 1 PASSAGE SET - SC AL10S SAT. 626. 10-025 USE RR 1 CLOSER - LC 4031 REG/PA 689 DOOR I 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 EC8B1100- 652-4 1/2 X 4 1/2 1 PASSAGE SET - SC AL40S SAT. 626, 10-025 MULTI 1 CLOSER - LC 4031 REG/PA 689 USE RR 1 FLOOR STOP - HA 242F 626 DOOR i 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 TELEZDATA 1 FLOOR STOP - HA 242F 626 DOORS 1 KICK PLATE - HA 19OS 8 X 34 630 3 SILENCERS - HA 307D GR 1 LOUVER- NG L-700-RX 12 X 12 ® 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 242E 626 3 SILENCERS - r1A 307D GR 1-ONE-WAY VIEWER- RE DS-6 DOOR SPY MOUNT 60 " AFF 1 1/2 PR. BUTTS -HA B81279 NRP 4 1/2 X 4 1/2 USP HW-9 REAR 1-EXIT DEVICE - VO -9BNL - OP X 110 MD-NL' X 98 ALK 626 EXTERIOR 1- MORTISE CYUNDER-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 wachovia 0girtman.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, C, tRCOAL GRAY DOOR TYPES SCALE: 1 /4" = V-O" o G-2 G-2 I \ A A UMWUM 6'—O" M.O. G-3 S.C. S.C. INSUL o 0o o ! WOOD WOOD METAL \\ PAINTED PAINTED -- PAINTED Ilk 12"X12" GRILL ALUMINUM B C D FRAME TYPES SCALE: , /4" =1'-D" AINTED 4" HEAD HOLLOW METAL r � 1; A B Notes: Revisions: i i i Seal: I Nicholas Puglisi, A.I.A. Architect License #AR12460 onsu an s: WAC�O�viA Art 4® 1 E L E M 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 (305) 858-5858 Fax (3051 858-5850 ELEMENTS State Ucense- #AA0002341 WACHOMA -- ZEPHYR COMMONS PARCEL 6 US ROUTE 301 and KOSSIK RD ZEPHYRHILLS, FLORIDA 4500—STUCCO—SIDE ENTRY Drawing No./Date 02.05.09 A - PROD NO, 07-071 Drawing Title/Seale/Drawn by jp DOOR TYPES, SCHEDULES AND DETAILS SCALE: AS NOTED Notes: 4" SS-1 1/4" REMOVABLE CLEAR CARD WITH BANK SCRATCH RESISTANT PLEXIGLAS INFORMATION BY OWNER I P-1 Reviskm SS-1 DETAIL @SIGN HOLDER SCALE: FULL SS- [ - �4" TYPICAL EDGE DETAIL SCALE: FULL SS-1 PL-3 —1 SS-1 M PL-1 SCALE: 3/4"=1'-V - 'L-1 ELEVATION SCALE: 1/2"=1'-0' 1/8" REMOVABLE C MATTE BLACK MI CPU SUNG BY MI MANUFA MATTE BLACK MI PELICAN [ BY MILLWORK CON SS- PL- SS- SS- PL- TELLER LINE PEDESTAL BY OWNER TYPICAL TELLER COUNTER REAR ELEVATION SCALE: 3/4"=1'-0' s,_n" MT-1--/ TYPICAL TELLER COUNTER FRONT ELEVATION 2"0 BLS GROMME SS-1 MATTE BLACK MELAMINE PL-1 CPU SLING BY MILLWORK MANUFACTURER MATTE BLACK MELAMINE PELICAN DRAWER - BY MILLWORK CONTRACTOR NOTE: U.C. STEEL LOCA11ON IS 1� BLACK MELAMINE-,.,, N 1/8" REMOVABLE DIVIDERS 0 In 11 OPEN C BASED ON THE TELLER LINE 3/' �, 3'-3-' �, 1'-6-' %4 ORIENTATION TO THE FRONT DOOR. COORDINATE WITH C.M. UNDERCOUNTER STEEL PEDESTAL BY OWNER ADA TELLER COUNTE�RRE ARELEVATION SCALE: 3/4"=1'-0' SS-1 M 1 / � SS- SS-1 4' 14" pL_3 4"X4"Xi" ROUTED AREA FOR SIGNAGE o -„ MT-1� ADA 2"0 BLACK PLASTIC - GROMMET TELLER COUNTER FRONT ELEVATION SCALE: 3/4'=1'-0' -1 r---- ----, f I I I PEDESTAL I m BELOW I 2"0 BLACK PLASTIC 2' I -' GROMMET I I Seat I. 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 r8'1'3 ) 251--05B5-Fox 251-0567 Miami Office 1699 Coml Way suite 503 Miami, Florida 33145 Phone (3051 855-5858 Fax (305 858-5850 RAMOM Slam UJ OAA0002M I TOILET ACCESSORIES SYMBOL ITEM BOBRICK ASI BRADLEY 1 TOWEL DISPENSER B-369 0462AD 2291 2 TISSUE DISPENSER B-2740 0264-1A2 5241 3 SOAP DISPENSER B-4112 0345 6542 4 GRAB BARS B-6806-36" & 42" 3236 & 3242 812-36" & 42" 5 MIRROR B-165 11836 0620 18x36 781-1836 6 SANITARY NAPKIN DISPOSAL B-254 0852 4781-15 SIGNS (TOILET) BEST-WP28ORB AND WP287RB, WHITE AND BLACK, MOUNT 5-4" FROM BOTTOM OF DOOR TO TOP OF SIGN, ON WALL, STRIKE SIDE OF DOOR. UNDER-LAVORATORY GUARDS TRUEBRO, INC. MODEL 103-WHITE INSTALLED ON BOTH LAVATORIES. 7 MOBILE CART BLACK MEDIUM PLASTIC 6 DRAWER CART, 13" X 27" X 15.5", OFFICE DEPOT ITEM NO. 551048 8 WALL SHELF/MOP HOLDER B-239X34 9 TOILET SEAT COVER B-221 9477-SM 5831 10 COAT HOOK B-232 x 24 (2) REQUIRED 9946 (1) REQUIRED l-Vi7V D I V I "u-1A.7 P-1 P-5 00 L 6'-0" I, 13 " FIELD VERIFY 2'-6" IVOteB: /8 MIN. 2'-6" 2'-6" 2'-6" 1'-9" 9" CONTINUE FINISHES TO TOP OF UNIT MONITOR BY OWNER -- o Revisbns: SA PL-3 PL- I SATELLITE RECEIVER BY ;� R OWNER j FRP DVD PLAYER BY OWNER z PL 4 - - PL-3 PL-3 w FX W NI SEALANT ALL AROUNC IG DRAWINGS FOR MORE DETAILS ON MOP SERVICE BASIN JAN. RM. ELEV. 1 SCALE:1/2"=1'-0' i ELEVATION RB-1J SECTION FREESTANDING BASE 19 SCALE:1/2"=V-0' 20 SCALE:1 1/2"=1'-0' d- i� TOWEL DISPENSER MOUNT 48' A.F.F. TO TOWEL DISPENSE OPENING S.S. MTL KICK PLATE TYP. MEN'S & WOMEN'SF 7 - I 1 , 1 1 I I 1 6" RUBBER BASE INSULATED SUPPLY _ & WASTE LINES, TYP. WOMEN'S ROOM 1 SCALE: 1/2"=1'-0' WOMEN'S ROOM 17 SCALE:1/2"=1'-0' FRP WOM EN'S ROOM 16 SCALE:1/2"=1'-0' m O I 0 y TOWEL DISPENSER MOUNT 48" A.F.F. TO TOWEL DISPENSE OPENING 36" GRAB BAR 36" GRAB 42" GRAB -42" GRAB BAR Q an I C1j c cn TOWEL DISPENSER MOUNT 48" A.F.F. TO TOWEL DISPENSE rj OPENING 1 I I ' o I 00 I r- I , I , , I I I N � 1 1 1 INSULATED SUPPLY \—6" RUBBER BASE & WASTE LINES, TYP. M EN'S ROOM 15 - SCALE:1 /2"=1'-0' Row ROOM SUPPLY & WASTE LINES, PL-1 GROMMET PL-2 co I co 2'-9" I 1n FIELD VERIFY a I CV z I TELLER COUNTER SCALE:1/2"=l'-O' ig L-Lv ml II I I I- -r L .j -v 9'-10" FIELD VERIFY WORK �ROOM ' v J SCALE: 1/2"=1'-0' 1 %" 3'-1 %" 2'-3" 2'-3" BREAK ROOM SCALE: V2"=1'-0' SECTION SCALE: 1 "=1'-O' COUPON BOOTH FIELD VERIFY ET 1 COUPON BOOTH ELEV. SCALE:1/2"=1'-0' 1 s/" REFRIG. BY G.C. co I PL-3 L 3 `m MICROWAVE BY G.C. PL-3 PL- "A- 1 /4" WIDE X 1 /8" DEEP REVEAL PAINT MATT BLACK, TYP. REVEALS ARE N.T.S. ON DRAWING TELLER WALL SIDE EL SCALE:1/2"=V-0' TELLE in' -in" EVATI ON R WALL FRONT ELEVATION SCALE: 1/2"=1'-0' 3 y TOP OF UNIT ...__ ..., .. .,_ ;EVEAL PAINT MATT BLACK, TYP. REVEALS ARE N.T.S. ON DRAWING 1 Al2 riuicurn rEILING �Jl-L• LLLV. V�\VJ. TELLER WALL REAR ELEVATION OPTIONAL TELLER CASH DISPENSER PROVIDED AND INSTALLED BY OWNER. GC TO PROVIDE AND INSTALL BASE CABINET IF TCD NOT INSTALLED. - P-LAM COUNTER TOP. SEE F1 FOR COLOR AND MFR., BY G.C. SEE BE-2 FOR COUNTER SIZE I S, TYP. DNDUIT BEHIND A HIS AREA. t MONITOR FOR U LANES, SATELLITE 4ND/OR DVD ND POWER & TV ES. OOR I I 1 1 1 1 1 I I 1 MILLUVW% avrIULI MIN. ' " V-6 2'_g" 1° 1'-7I" 2'-8" 1,_6�" 3- FIELD 3 -4 FIELD VERIFY 1A FIELD 1 INTERIOR ELEV. DRIVE -UP TELLER WINDOW 1 SCALE:1/2"=1'-0' Seel V }+LAIC' oks Pam, A.I.A. Ard*6bt. 1b lW #AR12460 enW. 1� 1001 say I 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 J.813)251-0565Fox 13 251-0567 Miami Office 1699 Coral Way suite 503 Miami, Florida 33145 Phone (305) 858-5&% Fox (305) 858-5850 H.1�ltlfls Obft Uo� #AA000M1 WA"VA A - ZEPWR COMuIOtI PARM 6 US `ROUTE = and KO M RD ZEP FLORDA " N i Notes: � 2'-0' 2'-0" Revisions: a ADJUSTABLE ° SHELVES BOX DRAWER 5 MM HOLES � D AT 2" O.C. D D INTERIOR FINISH OF `t FOR SHELF D D G.C. TO SECURE UNIT TO " SUPPORTS 1 " D CABINETS SHALL ROOF STRUCTURE WITH 2 -5e. I 04 1-2 ° BE MELAMINE ALTERNATING DIAGONAL ` OPEN BELOW ° 1 �_g3 " D BRACING 0 2' O.C. SINK FOR ADA ce It _ b V COMPLIANCE i 1 c4CD 1� INTERIOR FINISH OP NEW LAY -IN CEILING �, '; ��O• CABINETS SHALL ° ° SYSTEM (SEE NOTE 1) BE MELAMINE ° LINE OF CLEARANCE - FOR ADA COMPLIANCE 4" M Seek Or - LINE OF CABINET o, 3 . PL-2 BEYOND PULL CHANNEL " INTERIOR FINISH OF o I � SHELVING SHALL BE 6 2„ 01 6"% BLACK MELAMINE. ADJUSTABLE 3" SHELVING WALL PANEL BY MILLWORK VENDOR e. ol1'-e. lo 3%" 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 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. um _ ft I ELEVATION 14 SCALE:1/2"=1'-O* NIGHT 101 DEPOSITORY 101 TOP OF CONCRETE DRIVE TOP OF CURB FlNISH. FLOOR ATM SURROUND BY OWNER , BANK EQUIPMENT ELEVATION 1 v I SCALE:1/4"--1'-O' OOL 22 GUAGE STEEL, - COLOR PUTTY (McMASTER-CARR) PROJECT MANUAL HOLDER SCALE: 1 "=1'-0' O . - ALL CABINET SECTION BASE CABINET SECTION W C E SECTION BASE CABINET 6a SCALE: 1 1/2" -0' 5a SCALE: 1 1/2"=1'-O' 4a SCALE: 1 1/2"=V-0' Mdwka ' i JJL Ard tia rye *AR12480 _ SECTION BASE CABINET SCALE: 1 1/2"=1'-O' 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 TIMESO. STEEL LADDER TO AMC ANCHOR FACE OF WA c I c SECTION BASE CABINET DRIVE UP TELLER SCALE: 1 1/2"=1'-O' PLAT& -DO 3"x6" FLEXIBLE POLYESTER WHITE NOT FEWVE F JM NAMEPLATE WATT BLACK LETTERS B.ECMAL ROOM & PRESSURE SENSITIVE ADHESIVE 4° PIPE HANGER BY SIOUX CHIEF MFG UPC NO. 553-9 ELEVATION 4` SCH 40 PVC PIPE 2'-6" 4" CLEANOUT PLUG :7 4" SCH 40 PVC PIPE SECTION " 4 SCH 40 PVC D RAW I N G TUBE HOLDER'LE ADAPTER G.C. TO SECURE UNIT TO ROOF STRUCTURE WITH ALTERNATING DIAGONAL BRACING 07' O.C. NEW LAY -IN CEILING SYSTEM (SEE NOTE 1) SECTION BASE CABINET SCALE: 1 1/2"=1'-0' 2'-5" acn PL-2 I[PL-2-/ PL-2 1'-0" = o V 1 /4" WIDE X 1 /8" U oDEEP REVEAL -PAINT-2 � oo °O MATT BLACK, IYP. PL-1 3/4" PART. BD W/ P-LAM. (SEE FINISH SCHEDULE) RECESSED QUAD ELECTRICAL OUTLET. \-PL-2 SEE ELEC. DWGS. N WALL CAVITY INTERIOR FINISH OF CABINETS SHALL BE o BLACK MELAMINE. N CONTINUOUS 4 _ 1" FRONT AND SIDES CONTINUOUS BASE 2 SECTION COUNTER 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. G.C. TO SECURE UNIT TO ROOF 5. ALL ELECTRICAL WORK TO BE THE RESPONSIBILITY OF THE G.C. STRUCTURE WITH ALTERNATING DIAGONAL BRACING ®2' O.C. NEW LAY -IN CEILING SYSTEM (SEE NOTE 1) PL-2Al till INTERIOR FINISH OF INTERIOR FINISH OF SHELVING SHALL BE SHELVING SHALL BE BLACK MELAMINE. BLACK MELAMINE. ADJUSTABLE SHELVING f ADJUST SHELViN = a 1/4" WIDE X 1/8" DEEP PL-2 �_PL-2 REVEAL -PAINT MATT BLACK, T1'P. ELEMENTS ARCHITECTS -INTERIOR DESIGNERS Tampa Office Thc Fdnnrrnlnr Ruildinn NOTE: U ARE REQUIRED: (1) FOR THE PROJECT MANUAL AND o TO FLOOR WITH EXPANSION ANCHORS. PROVIDE 3"X1/4" J --� •-- - WALL CAVITY I � � 9 600 Souih Magnolia Avenue (1) FOR THE CLOSEOUT DOCUMENTS -� '� BENT PLATE BRACKETS AT I ' Suite 150 127-0' MAXIMUM. RUNGS ARE ELECTRICAL CONDUIT `� o, Tampo, Florida 33fi06 3/4" 0 BARS. SIDE -RAILS ARE 2 PL-2 BEYOND 3 251-0565 Phone �8113 10 1/2' X 1/2" FLAT BARS. PAINT - 1 1/2"X3/4" WITH Fax 251-0567 Z A'I WITH YELLOW ENAMEL PAINT. 3 4"X3 4" LEDGER 1[ LU 3 4' PART. BD. w _ M T c3 m i O f f i c e Al2 - 18 DEEP SHELVING „ 1-6 3/4 x 1 1/2 SUPPORT STRIPS 0" U s P-LAM. (SEE FINISH I `�, 1699 Coral W suite 503 COVERED NTH WHITE MELAMINE ATTACHED TO EACH STUD 1/4" WIDE X 1/8" DEEP _ �i = `� c" SCHEDULE) Miami, Florida 33145 REVEAL - PAINT MATT �' °O �1M3/48 Phone Fax (305) 858-5858 305 858-5850 ( ) =� BLACK, TYP. PL-1 PLASTIC O.D., PL-1 c PL-2 W/ 5/8" SLOT :- - ®.BrB�Rs 8� tjoMs #AIY000�84f A$2 C1 1 3/4s PART. BD. W/ GROMMET, 1 3/ 4° DIA. I I I I � P-LAM. (SEE FINISH8110 r- 1? SCHEDULE) RECESSED QUAD a r- c RECEPTACLE WITH ' CONDUIT AND 3/4ONE SATELLITE R RB-1 t° ° ° DEDICATED AND/OR DVD PLAYEZ WACWVK - Z 93M CO1t�A0N3 CIRCUIT. SEE ELEC. BY OWNER FIAF . 6 ELEVATION 11 O WALL CAVITY ° ° ^ DWGS. 7ANIUSTABLE �_ _ p US ROM :�M And KO NK FO 7�PHYI�.E.5, FLOt�3A BUM SCALE:1/2"=1'-0' _ INTERIOR FINISH OF o ° "' INTERIOR FINISH OF a '� cV „ (2) 1 CONDUITS TO t° CABINETS SHALL BE I.ADJUSTABLE CABINETS SHALL BE N SHELF ABOVE CEILING t9rtwl�g NOJDab 0205 4 BLACK MELAMINE. ° SHELF ° BLACK MELAMINE ' " 1 EMPTY CONDUIT ° D 1 „ 9/16 HOLE o �, 2'-83 " 2'-83 " „r4 „ L2x2x.2 125 WI 1 /4 CONTINUOUS PL-2 CONTINUOUS ACr---� SA BY LLITE RECEIVER WNER 3 4" PART. BD. W P/LAM PL=2 / SS-1 FILLER Notm 21-On i . ................ .................................. ..................... 2l-Ol" -2ft ........ ........ ...... ...... .. .................. ............... .............. ........................ ....... ....... 00 I'll'', ROM= SS-1 .................... ....... ................ . ... •SS-1 .......... ........... ­ ... ....... ............... ........... . .......................................... . ..... .............. .... ................................... I 10 ss-� PL-3 ss-1 El- I DRAWER r PL-3 L LOCK • SS-1 TOP RECIEVER C=== FOR POSTS, SECURED TO TOP--/ 5 PL-3 SECURE POST TO MILLWORK WITH PL-3 ADHESIVE 04 PL-3 - SUPPORT 1 1/2 O ih OPEN - -C-4 PL-3 SS-1- I% IN I lt2 MT-1 1% 1% .5 TENSABARRIER POST—/ 74. U SUPPLY METAL RAILS THAT ARE ADAPTABLE FOR LEGAL 1 1/2 L PELICAN DRAWER OR REGULAR SIZED HANGING FILE FOLDERS MT-1 BASE MT-1 Seat FCM RIGHT SECTION FCM REAR ELEVATION 8 SCALE: 314"=I*-V 4 SCALE: 3/4"1 CHECK WRITING DESK — ELEVATION y4" 18 SCALE: 1 1/2"=l'-0' 1 1 1/2" , 6--1 1 le 2*X6' TRASH SLOT - EXTEND PLASTIC LAMINATE DOWN INSIDE ',Nbhdu PudK AJJL UE LINE LEDGE DETA I low SLOT OPENING 100 PL-3 Ardifict Joeries *AM480 14 SS-1—" Ck)nsyftwt& PEN SET BY OTHERS SCALE: FULL PEN SET BY OTHERS 2" 2" 5l-O" 7 2'-7 1/2" e- 1/4- CLEAR TEMPERE -77-- SS-1io* GLASS S zzzz Zz' SS-1 SS-1 irl W 11 1/2" e-- 90 "U.) 4 1/2" \- PL-3 V-3 1/2" 9 ab iV PL-3 3" 11 ALIGN-- ALIGN 'HINGED DOOR FOR -PL-3 NOTE: TRASH REMOVAL THE TWO SLOTS OPEN FROM OPPOSITE SIDES OF THE QUEUE LINE LEDGE Is I 2P-4 3 is TRASH RECEPTACLE MT-1 BASE 12 SCALE.3-1-0 DEPOSIT SLIP HOLDER 13 FCM LEFT SECTION FCM LEFT ELEVATION SCALE: 3"=l'-O' -PEN SET BY OTHERS 7 SCALE: 3140=1'-O' 3 SCALE: 314'=I'-V PL-3 PEN SET BY OTHERS 7'-2" 31-5- X-9" V TENSABARRIER ACCESS DOOR -7 //-RECEIVER MT-1 6'-1 1/4" .1 SS-1 -j v 10 cc ffl/2 SS-1 1-1 L % SS-1 CUT POST IN FIELD TO FIT BELOW ADA STEEL GROMMET El 1:1 2" DIAMETER BRUSHED STAINLESS F MET SURFACE THIS SIDE FILE LOCK7-7 1/21 6Y80 ONLY TI 311 SS-1--\ "k.) PL-3 1 1/2- CHECK WRITING DESK ELEVATION CID ss—t:� 17 SCALE: 1 10--l'-O' TENSABARRIER POST--,,L If e- � 1 4 114'�-- 1/2"co 3 1/4"1 OPEN SI FOR RING MRE M AGE 9 BINDER + CV M NOTEBOOKS —PL-3 146 PL-3 PL-3 -C 4 0 ................ 1 1/2* 1 1/2 21-3m 6" 20-3n SIDE ELEVATION e- tl PEN SET BY OWNER MERCHANDISING BY OWNER 1 1/2' �kL 2l VI Sur AT MT-1 a QUEUE LINE LEDGE WACHOVII& SCALE: 3/4"=V-O' SS 1 SUPPLY METAL RAILS THAT ARE ADAPTABLE FOR LEGAL OR REGULAR SIZED HANGING FILE FOLDERS MT-1 BASE 0 7-2 FCM FRONT SECTION FCM FRONT ELEVATION CN TRASH 00 6 SCALE: 3/41--l'-O' 2 SCALE: 3/4*=I*-U Mang ENVELOPES ENVELOPES 00 `— 1 SUPS P DEPOSIT PS DEPOSIT SLIPS S - 1 '7 V-100 ---7 SS-1 kni b h.'�• r A13C14 OE 2"X6" TRASH SLOT 9. ` ,e A13 WITH "TRASH" IN 1" a) HIGH P-LAM LETTERING L ,�,• 14 12 PEN SET 2"l 13 4"X9"`X5" HIGH A73 A13 A13 DEPOSIT SLIP ZX6w TRASH SLOT E L E M E N T 6 j00 1^7 WITH'IlTRASH" APPLY SMALL DOT OF SILICONE AT WRITTEN IN THE SS-1 11 CORNERS OF EACH SECTION OF 2" DIAME'Eli BRUSHED ARCHITECTS --I WERIOR DESIGNERS 85 A13 GLASS FOR ADHESION STAINLESS STE EL GROMMET Jk Au L ABOVE THE SLOT Tampa Office The Edgewater Building 600 South Magnolia Avenue CHECK WRITING DESK PLAN r6 Ss-1—\ 16, SCALE: I 117=10-00 PLAN A13Suite 150 Tampa, s orida6QU—EU—ELINE LEDGE ",.1A,All �8133 251-0565 SCALE: 3/4';--I'-V Fox 251-0567 SS-1 21'-D 7/8- Miami Office SS-1 RADIUS 1699 Coral Way suite 503 rk5\6, 2' DIAM BRUSHED -\ 10 STAINLESS STE EL GROMMET \�o PL-3 -on Phone (305) 305858-5858 5 Miami, Florida 33145 %J N SS-1 --\ , I Fox 858-5850 DIAMETER BRIA C14 (2) 2 ED STAINLESS NA13) STEEL GROMMET L SS-1 �Ii= Sbft Lkl� 0AA100012M *�'��TENSABARRIER 1100 it 27 DIAMETER BRUSHED RECEIVER 1 01 STAIN L GROMMET ADA LEDGE BEYOND C, 00 *�08 -- , —6 WACWW 2WH" 9 PL-3 tD b PARM 6 C14 '-8 3/8- US ROM = wW MOW F11) 7 23 %1 —TENSABARRIER RADIUS ZEPHYRHUA. FLCMA \A13 iN FLOOR SOCKET SS-1 `4 -Ig N*jDft n-gWm 0206 ;D� -10 Lr 8' 4' 6Y8* A13 N 1' 3V 6YS" L FCM DESK NOTE' 2 ALL INTERIOR SURFACES M BE A13 FINISHED WITH BLACK MEIMINE. NO. 0 -.011 PEW END ELEVATION n 00011111140rim IN jp . CHECK WRITING DESK 0) QUEUEUMELEDGE FCM RIGHT ELEVATION FCM PLAN WrEFDOR SECUMS 151. .9 SCALE: 3/4'=1!-0* 5 SCALE -0' SCALE: 314ul AND D SCALE: 1 112"l :3/4"1 SCALE: AS NOTED 4 /2" 1j III- QUE 7-U 1/2- PL_3 EPO M-4 A LL- I Notes: 6" COMPACTED TYPE A AGGREGATE COMPACTED SUBGRADE H.D. CONCRETE PAVEMENT N.T.S. 8" STD. STEEL Pi WITH 4000 PSI C FIELD PRIME & P SAFETY YELLOW 4000 PSI CONC. FOOTING F i - i i •i'ri 6 ....._._... lo I .10 D o - -:-! ..... . COMPACTED f =_.----------i SUBGRADE ?- _ .. ._..._..... € i........... ...._.. _._.... ? ........ -= . 1' :8" ?.............� .... _....... E CONCRETE �FlLLED B N.T.S. ur'a%At ni )ry L�l ?nr ont IT, z i 3'-5�/" ffi A14 8" DIA. PIPE BOLLARD TYP. SEE DET. 4/A14 3'-97/" 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 4 4 e, a •� \%X SIDE ELEVATION REAR ELEVATION 6A U 6B r,--%N__DUMPSTER ENCLOSURE ELEVATIONS 3'-5%" G1 SCALE:1/2"=1'-O' EXTERIOR MATERIAL SCHEDULE STUCCO STO, INC. - FINE SAND FINISH S-1 TO BE STO STUCCO TO MATCH ICI #A0724 - FARMER'S ALMANAC PRE -CAST CAP 11 5/8" t- I CONT. THRU-WALL STEEL INTE ASSEMBLE! DRIVE RIVE OLLARD 'AST Seek II i I F/t ) 7c� 'f �Nc to PtOK , A M ArchftecR`AR12480 j Gon3ultanW I 4 7 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 RS-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 704-458-006.6 COUNTERS, SIZE: 1/2" THICK FCM DESK AND CONTACT: KEITH EDMONDS (800-962-0999 X46) C-2 MANUFACTURER: LEES CARPETS PURSE LEDGE FIELD CARPET PRODUCT NAME: HORSEPOWER T/MOTORSPORT COLLECTION ALL AREAS PRODUCT NO.: DK953 SS-1ALT MANUFACTURER: CORIAN COLOR: #201 LEMANS SIZE: 24" X 24" CARPET TILE, INSTALLED ASHLAR IN SAME DIRECTION AS LOBBY TILE PATTERN CONTACT. KEITH WALL (704-458-0066) CUSTOMER SIDE OF TRANSACTION COUNTERS, FCM DESK AND PURSE LEDGE PRODUCT NAME: RICE PAPER 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' LIBBY TILE PRODUCT NAME: VERANDA COLOR: SAND P505 SIZE: 13"X20"X5/16" ASHLAR PATTERN GROUT: LATICRETE - 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 11LE WALLS - TOILETS MANUFACTURER: DAL -TILE PRODUCT NAME: DAL -TILE GLAZED WALL 11LE COLOR: ELEMENTAL TAN #0766 MATTE FINISH GROUT: LATICRETE - 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 COR11NA 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) COLOR: HALO 206 SIZE 2x2xY with 9/16" CENTRICITEE GRID CONTACT: USG - ANGELA DURPHY (888-874-2450 ext 8078) RUBBER BASE 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.: COLOR: SEE 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 PRODUT NO.: WALL COVERING WC-1 MANUFACTURER: TRI-KES COLLORC CHARCOAL BRONZE PRODUCT NAME: SIZE: CUSTOM PROVIDED BY PRODUCT NO.: LA-506800-03 CONTACT::ALISON YOUNG (403-204-8694) QSP AND INSTALLED BY G.C. COLOR: APPLICATION: APPLY' HORIZONTALLY CONTACT: QSP FIBERGLASS REINFORCED PLASTIC WALL PANELS: (FRP) PLASTIC LAMINATE FRP BATHROOM WET WALLS MANUFACTURER: KEMUTE COLOR: BEIGE FINISH: SMOOTH PL-1 HORIZONTAL MANUFACTURER: FORMICA PRODUCT NAME: SURFACES PRODUCT NO.: 7213-58 MATTE FINISH BOH (BACK OF TELLERS, COLOR: EARTH WASH SIZE: QUEUE LINE 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 - COLOR: FLAX GAUZE WALL RECEIVER: 898 TELLER LINE, DRIVE -UP) SIZE; CONTACT: WILSONART (336-382-7198) SEE FLOOR PLAN FOR SPECIFIC LAYOUT WASTE RECEPTACLE PL-3 MANUFACTURER: PIONITE WACHOVIA VERTICAL SURFACES FRONT/LOBBY PRODUCT NAME PRODUCT NO.: HP207H-G48 MATTE FINISH COLOR: MOCHA WR-1 MANUFACTURER: NEW PIG CORP PRODUCT.. ARCHITEK WASTE RECEPTACLE MODEL: CAN336-BSD SIDE- TELLER LINE ONLY SIZE CONTACT: PIONITE (80D-521-5381) COLOR: BRONZE/SAND W/ WHITE SAND SEMI-OPAQUEFILM PL-4 MANUFACTURER: FORMICA VERTICAL PRODUCT NAME: SURFACES PRODUCT NO.: 7813-58 MATTE FINISH SOF-1 MANUFACTURER: 3M BOH-COPY/ COLOR: CARDBOARD SOUDZ PRODUCT NAME SEMI -OPAQUE FILM BREAKROOM SIZE: PRODUCT NO.: 7725SE-315 APPLY CONTACT: DAVID HENDERSON (333--382-7198) COLOR: DUSTED CRYSTAL VERTICALLY CONTACT. QSP (800-450-1816) METALIC LAMINATE E REC C B I N STACKABL RECYCLE - MT-1 MANUFACTURER: FORMICA. SRB MANUFACTURER: UNITED STATES PLASTIC CORPORATION PRODUCT NAME: AKRO-MILS STORAGE BINS 527 REQUIRED: DNE 452788 BLUE, ONE 152789 YELLOW AND ONE' 90 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 PEWTER2032 I SIZE- CONTACT: DAVID HENDERSON (336-382-7198) WR- US26D ALUMINUM TRIM PIECE ADHESIVELY ATTACHED \-WALL BEHIND FCM 2 DESK WITH WC-1 (BLUE WALL) CORNER GUARD AT WG.1' FCM AREA SCALE: 6"=1'-0" FINISH AND FURNITURE PLAN SCALE:1/4"=V-0" JAN. ELECT. Notes: "MPF Revisions: Seat h I�Chp�: Puoim, AlA. Architect' l<:lca�se, �A1R12460 consuftanm I � �o �;00, S 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 Fox 305) 858-5550 BANK= aa* LJo- re 4AA000230 WAMVK - ZEPHYR COMM PAPAML 6 US ROUTE 3M and KOM HD KLEIN AND CO. BOO-241-D681 ZEPHYFIHIJsr FLOMA GENOTEK TRANSITION STRIP 4a004FIX00-ME BMW 5/16" EDGE DIVIDER 530.62 - KLEIN AND CO. BOD-241-0681 TILE KLEIN AND CO. 800-241-0681 TILE ALUMINUM SATIN MILL FINISH Draek1Q Na�" GENOTEK TRANSITION STRIP GENOTEK TRANSITION STRIP THIN SET GROUT " �� 5/16 EDGE DIVIDER 53Q.62 5/16 EDGE DIVIDER 530.fi2 LEVELING COMPOUND SLOPED AND CRACK THIN SET GROUT AND 1/4" IN 12" ALUMINUM SATIN MILL FINISH ALUMINUM SATIN MILL FINISH VCT SUPPRESSION CRACK SUPPRESSION CARPET MEMBRANE VCT MEMBRANE CARPET ir e . yWaft, Tftftftftl� by iP FNW a a' d ` • '' w AND • FLRNBTURIE PLAN LETARPET T N ITION S TRI P V T P ITT N TILE/VCT TRANSITION STRIP TI RA S A : AS NO r2 C /CAR ET TRAIWS Q_ STRIPSc L� Tin .Al F- ^=1�1" SCALE: 6"=1'-0" SCALE: -JEIL- I I 1 1 -- - Notes: r-------------- n JAN. ELECT. Revisions: .4 L---- ----j I --------------- J - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ----------I I ❑ ❑ o O I I I 1 I I I i O O I .0 r �• �^ I 0 01 I j I O O I ------------ I I O O I f I ❑ - ❑ I I I O O ._-----------�- - - - - - - - - - - - - - - - - - - - - - - - - - - - - O O -------------�- f ---------J Seat ,I 11� ' `P1�iei~ AtA. Architect License *AIR1M460 S: aft ' �� �� so 1 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 J881133 1 251-0565 Fax 251-0567 Miami Office 1699 Coral Way suite 503 Miami, Florida 33145 Phone (305) 858-5858 Fax (305) 858-5850 B�Gi Shft Lk#AA0002M 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 5300 1.3 lExpress Transaction Box 1 1.4 NOT USED 1.5 NOT USED 1.6 Check Desk Frame 3600 1 1.7 Square Frame 72x72 1 1.8 Horizontal Frame 9606 2 1.9 Teller Queue Fixture 2 1.10 Drive -up Banners (DECK or POLE) 4 1.11 lPlosma Screen Backer 51x32 1.12 S all Horizontal Frame 1 1.13 Ro nd 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 Int. Welcome to-Wachoy-ia 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 1 Unisex ADA 3.44 IADA 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 ICA 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 ROU' ' 3.13.9 CA Tactile "TO EXIT" 3.14 Calender 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 ViV CS Window Graphics See # NOT SHOWN ON F2 SHEET 5.03 CS NO Banner Set See 0 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 lWelcome to Wachovia Exterior Facing Signage 7.0 JADA Accessibility --Vinyl 1 7.1 lAddress 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 Includes 4 banners (or as indicated) for Coming Soon and Now Open, along with current std extras Notes: GENERAL CONDITION AND STATEMENTS LIGHT GAGE METAL FRAMING 1. THESE NOTES SHALL APPLY UNLESS OTHERWISE INDICATED BY DRAWINGS OR 1. COLD FORMED METAL STUDS SHALL BE MANUFACTURED IN ACCORDANCE WITH VERTICAL JOINT CORNER JOINT SPECIFICATIONS. THE STANDARDS OF THE STEEL STUD MANUFACTURERS ASSOCIATION. STUDS SHALL BE MANUFACTURED FROM STEEL CONFORMING TO ASTM A653 WITH A 2. STRUCTURAL DRAWINGS INDICATE TYPICAL AND CERTAIN SPECIFIC CONDITIONS MINIMUM YIELD STRENGTH OF 56 KSI. ONLY. SHOP DRAWINGS SHALL DETAIL ALL CONDITIONS IN ACCORDANCE WITH SPECIFIED STANDARDS AND THE SPECIFIC REQUIREMENTS OF THIS PROJECT AS WOOD FRAMING 12/14 x 44" R4 STAR HEAD SCREWS INDICATED ON THE DRAWINGS. ® 12" O.C. MAXIMUM PLACED 1%' tY," Revisions: 3. SUBMIT SHOP DRAWINGS ON ALL MATERIALS FOR APPROVAL BEFORE FABRICATION. 1. ALL TIMBER CONNECTORS SHALL BE SIMPSON 'STRONG -TIE' (OR EQUIVALENT - SUBMIT FOR APPROVAL). CONNECTORS SHALL BE INSTALLED WITH QUANTITY AND FROM END OF PANEL ANGLED ® 15'. STAGGER 0 6" O.C. EACH SIDE OF WALL 12/14 x 4-" R4 STAR HEAD SCREWS CONTRACTOR SHALL REVIEW, APPROVE AND SIGN EACH SHEET PRIOR TO SIZE OF FASTENERS FASTENERS IN ACCORDANCE WITH MANUFACTURERS (DESIGN BY PANEL MANUF'R.) 0 12" O.C. MAXIMUM PLACED 1%" ty4" SUBMISSION. REQUIREMENTS. CONNECTORS INSTALLED IN CONTACT WITH PRESSURE TREATED FROM END OF PANEL ANGLED 0 15'. STAGGER 0 6" O.C. EACH SIDE OF WALL 4. THE STRUCTURE SHOWN ON THESE DRAWINGS I5 STRUCTURALLY SOUND ONLY IN WOOD SHALL HAVE SIMPSON ZMAX GALVANIZED COATING ( G185 HDG PER ASTM (DESIGN BY PANEL MANUF'R.) ITS COMPLETED FORM. THE CONTRACTOR SHALL TEMPORARILY BRACE ALL EARTH, A653 ). FASTENERS USED IN CONNECTORS WITH PRESSURE TREATED WOOD SHALL FORMS, CONCRETE, STEEL, WOOD, MASONRY, TO RESIST GRAVITY, EARTH, WIND, BE HOT DIPPED GALVANIZED. SEISMIC AND CONSTRUCTION LOADS DURING CONSTRUCTION. 2. ALL FRAMED LUMBER SHALL BE SOUTHERN PINE GRADE NO. 2 (SURFACED AT 5. WHERE A DETAIL, TYPICAL DETAIL, SECTION, TYPICAL SECTION OR AS 19% MOISTURE CONTENT) OR BETTER. ALL TIMBER IN CONTACT WITH CONCRETE NOTED IS SHOWN FOR ONE CONDITION, IT SHALL APPLY FOR ALL LIKE SHALL BE PRESSURE TREATED. OR SIMILAR CONDITIONS UNLESS OTHERWISE NOTED. 3. ALL FASTENERS IN CONTACT WITH PRESSURE TREATED WOOD INCLUDING 6. DESIGN CODES AND STANDARD SPECIFICATIONS: ANCHOR BOLTS, WASHERS AND NAILS SHALL BE HOT DIPPED GALVANIZED. BUILDING CODE 2004 FLORIDA BUILDING CODE WITH 2O05 AND 2006 AGRI-PANE, WALL AND ROOF PANELS SUPPLEMENTS N TP311 - (3) LOCATIONS STEEL STRUCTURE AISC LOAD RESISTANCE AND FACTOR DESIGN 1. LOAD BEARING AGRI-PANEL WALL AND ROOF PANELS SHALL BE AS M AT TOP, MID -HEIGHT AND /SHOP SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS MANUFACTURED 8Y AGRIBOARD INDUSTRIES. OF WALL (SEE AGRIBOARD THIRD EDITION DWGS FOR ACTUAL NUMBER OF AGRIBOARD KEY - APPLY` GLUE BEAD CONCRETE ACI 318-02 BUILDING CODE FOR STRUCTURAL CONCRETE 2. PANELS SHALL BE 7 7/8' THICK WITH A WEIGHT OF 14 PSF. PANEL SHEATHING CTORS} 3 SIDES OF KEY TO EACH PANEL AND SHALL BE 7/16' OSS. PANEL PERIMETER AND ADDED PROFILE BOARDS SHALL FASTEN WITH 12/14 x 4)4e" R4 STAR SPECIALTY ENGINEER REQUIREMENTS BE 3 1/2' x 7' TIMBERSTRAND LSL AS MANUFACTURED BY TRUS JOIST. AGRIBOARD KEY - APPLY )fi" GLUE BEAD HEAD SCREW THROUGH KEY AT 12" O.C. 3 SIDES OF KEY TO EACH PANEL AND MAXIMUM (DESIGN BY PANEL MANUF'R.) 1. THE FLORIDA STATE BOARD OF PROFESSIONAL ENGINEERS HAS ISSUED 3. WALL AND ROOF OPENINGS SHALL BE FACTORY CUT WITH SUPPLEMENTAL FASTEN WITH 12/14 x 4-" R4 STAR STATEMENTS ON RESPONSIBILITIES OF PROFESSIONAL ENGINEERS, PURSUANT TO TIMBERSTRAND MEMBERS INSTALLED IN THE PANELS AT TIME OF FABRICATION AS HEAD SCREW THROUGH KEY AT 12" O.C. RULE 61G15-30.005. REQUIRED BY AGRIBOARD AGRIBOARD INDUSTRIES TO SUPPORT ALL VERTICAL, MAXIMUM (DESIGN BY PANEL MANUF'R.) SHEAR AND LATERAL LOADS. 2. CERTAIN COMPONENTS OF THE STRUCTURE REQUIRE THE WORK OF A SPECIALTY ENGINEER FOR THE DESIGN OF THOSE COMPONENTS. ALL PROCEDURES STATED 4. AGRI-PANEL INSTALLATION SHALL BE PERFORMED IN ACCORDANCE WITH THE IN THE STATEMENTS SHALL APPLY TO THIS PROJECT. MANUFACTURER'S RECOMMENDED PANEL INSTALLATION PROCEDURES. 3. PRE-ENGINEERED WALL AND ROOF PANELS SHALL BE DESIGNED, DETAILED, AND 5. INSPECTION OF APPLICATION OF GLUE TO THE KEYWAYS SHALL BE PERFORMED ENGINEERED BY THE PANEL MANUFACTURER AND FABRICATOR. SHOP DRAWINGS FOR ALL PANEL JOINTS BY AN INDEPENDENT TESTING LABORATORY. MOTE: SHALL BE SUBMITTED FOR REVIEW AND MUST BE SIGNED AND SEALED BY A Nam' MINIMUM CONNECTION SHOWN. REGISTERED ENGINEER IN THE STATE OF FLORIDA. 6. AGRIBOARD ROOF PANELS SHALL BE ENGINEERED TO SUPPORT ALL HVAC MINIMUM CONNECTION SHOWN. PANEL MFR. SHALL VERIFY CONNECTION EQUIPMENT, WIND UPLIFT LOADS AND LATERAL DIAPHRAGM LOADS. COORDINATE PANEL MFR. SHALL VERIFY CONNECTION WITH DIAPHRAGM LOADING 4. AWNING AND CANOPY ASSEMBLIES AND THEIR SUPPORT CONNECTIONS SHALL BE WITH ARCHITECTURAL AND MECHANICAL DRAWINGS FOR ALL ROOF MOUNTED WITH DIAPHRAGM LOADING DESIGNED BY THE FABRICATOR'S SPECIALTY ENGINEER. SHOP DRAWINGS SHALL BE EQUIPMENT LOCATIONS. SUBMITTED FOR REVIEW AND MUST BE SIGNED AND SEALED BY A REGISTERED ENGINEER IN THE STATE OF FLORIDA. DESIGN LOADS SHALL MEET THE MINIMUM 7. AGRIBOARD WALL PANELS SHALL BE ENGINEERED TO SUPPORT VERTICAL, SHEAR AGRI -PANEL HORIZONTAL ROOF REQUIREMENTS OF THE GOVERNING BUILDING CODE. AND OUT OF PLANE (TRANSVERSE) LOADS. TIMBERSTRAND AND OR 2x LUMBER AGRI -PANEL PANEL JOINT PLAN DETAIL REINFORCEMENT SHALL BE LOCATED AROUND OPENING AND AS REQUIRED'FOR �JO �NT�P �AN�DETAIL ALL CODE REQUIRED LOADS. SCALE: 1" = 1'-0" SCALE: 1" = 1'-O" SOILS 8. SUBMIT SIGNED AND SEALED SHOP DRAWINGS AND CALCULATIONS FOR ALL AGRI-PANEL ROOF AND WALL PANELS FOR REVIEW PRIOR TO FABRICATION. 1. FOUNDATION DESIGN OF FOOTINGS BASED ON 2500 PSF (ASSUMED) SOIL INDICATE ALL OPENING DIMENSIONS AND TIMBERSTRAND REINFORCEMENT AT BEARING. OPENINGS. INDICATE ALL CONNECTION DETAILS INCLUDING GLUE LOACATIONS AND 2 QUANTITIES AND ALL MECHANICAL FASTENERS. INDICATE ALL CONNECTIONS OF SEE ARCH $1 Sy" STRUCTURAL GRADE i PLYWOOD WALL 2. COMPACT ALL MATERIALS SUPPORTING SLAB ON GRADE OR FOOTINGS TO 95% AGRI-PANELS TO SUPPORTING CONCRETE,WOOD AND STEEL STRUCTURE. T O PARAPET SHEATHING. ATTACH TO WALL MEMBERS W/ 8d (100% FOR TOP i FOOT) OF MAXIMUM DENSITY BY STANDARD PROCTOR (ASTM D-698). NAILS ®6" O.C. EDGES AND i2" O.C. INTERMEDIATE. SOILS TESTING LABORATORY SHALL CONDUCT COMPACT;^U TESTS ON ALL LAYOUT STAGGERED AND PERPENDICULAR STRUCTURAL FILL MATERIAL. TO WALL MEMBERS CONCRETE 5/8' STRUCTURAL GRADE 1 PLYWOOD ROOF DECK. �... ATTACH TO ROOF MEMBERS W/ 8d RING SHANKNAILS 1. MIX DESIGNS FOR EACH TYPE OF CONCRETE SPECIFIED SHALL BE SUBMITTED FOR ® 4" O.C. EDGES AND 6' O.C. INTERMEDIATE. APPROVAL ADMIXTURES, CURING COMPOUNDS AND HARDENERS WHICH ARE LAYOUT STAGGERED AND PERPENDICULAR TO ROOF INTENDED FOR USE ARE TO BE SUBMITTED FOR APPROVAL. MEMBERS 2. TESTING LABORATORY SHALL SAMPLE AND TEST CONCRETE AS FOLLOWS: 2. COUNTERSINK BOLT HEADS (3) 14d NAILS PER SAMPLING: OVER TIMBERSTRAND LSL CONNECTION GENERAL.: IN ACCORDANCE WITH ASTM C31. " Zx4 STUDS AT 16 O.C. 2x4 KICKER AT 16" O.C. - NO.: 4 CYLINDERS FOR EACH 50 CUBIC YARDS, 5000 Seal: SQUARE FEET OF SURFACE AREA, OR EACH PLACEMENT OFEACH - MIX DESIGLN O CONCRETEPLACEDDAY. H ONESET AGRIBOARD ROOF PANEL 2x4 BOTTOM PLATE RIP 1 `� CONT. 2x6 TOP AND BOTTOM ) DER IN EACIN DESG EACH CYLINDERS WITH AN ALPHA -NUMERIC DESIGNATION, E.G., BY PANEL MANUF R TO SLOPE, NAIL TO ROOF "(2 1 W/ 0 THRU-BOLTS W/ WASHERS THE FIRST SET SHALL BE NUMBERED 1A, 1B, 1C, AND 1D. ao PANEL W 16d NAILS AT AND DOUBLE NUT AT 24' O.C. TESTING: DESIGN LOADS: ;:, 8" O.C. (2) 1Od TOE NAILS RIP TOP PLATES TO 4") SLUMP: IN ACCORDANCE WITH ASTM C 143, TO BE TAKEN WHEN EACH SET OF CYLINDERS IS MADE. ROOF DEAD LOAD LTPS BY SIMPSON AT EVERY PER CONNECTION AIR CONTENT: SEE SPECIFICATIONS. ROOFING 2 PSF THIRD STUD, CENTER OVERTOP OF ROOF PANEL H2.5 BY SIMPSON COMPRESSIVE STRENGTH: IN ACCORDANCE WITH ASTM C 39. BREAK ONE CYLINDER AT 7 DAYS, 2 AT 28 DAYS, AND HOLD AGRI-PANEL 14 PSF AT EVERY OTHER 20 f �� ONE IN RESERVE. EACH PAIR OF BREAKS FROM EACH SET OF SUSPENDED 6 PSF CYLINDERS WILL BE CONSIDERED ONE TEST. TOTAL DEAD LOAD 22 PSF CAP PLATE SLOPES W/ ROOF TEST REPORTS SHALL BE AVAILABLE AT JOBSITE. 3. CONCRETE FOR FOOTINGS AND INTERIOR SLAB ON GRADE SHALL BE NORMAL LIVE LOAD 20 PSF BEAM, SEE PLAN Consultants: WEIGHT (145 PCF) WITH A 28 DAY COMPRESSIVE STRENGTH OF 3,000 PSI. SEE PLAN HSS 2&3�% PANEL BRG. ELEV. 4. CONCRETE WORK SHALL CONFORM TO ACI 318 (REINF. CONCRETE) AND/OR WIND LOAD' CAP PL �%4%0'-9h" 318.1 (PLAIN CONCRETE). WIND SPEED 110 MPH W/ (2) R'0 THRU BOLTS I I HSS COLUMN - SEE PLAN DESIGN PANEL FOR f£"' a 5<::; WIND IMPORTANCE FACTOR Iw = 1.0 0} SIM. ROTATE 90' III ADDITIONAL 165 PLF 5. REINFORCING BARS SHALL CONFORM WITH ASTM A 615. BARS WELDED TO WIND EXPOSURE C HSS 4X4 AGRIBOARD ROOF PANEL WIND LOAD IN EACH D E C A R O W I L L S O N STRUCTURAL STEEL SHALL CONFORM TO ASTM A706. ALL BARS SHALL BE GRADE 60. PROVIDE CORNER BARS AT ALL GRADE BEAM CORNERS. LAP ALL WIND BASE SHEAR Vx = 15.2k CAP PL )j7A"x0'-10" DIRECTION 5TRUCTURAL ENsINtEERS REINFORCING 48 BAR DIAMETERS AT SPLICES. Vy = 10.9k W/ (2) - 0 THRU BOLTS CONNECTION BY PANEL MFR.�'u's 11,1 °` III` 6. CONTROL JOINTS FOR SLAB ON GRADE SHALL BE LOCATED AS SHOWN ON PLAN. ® SIM ROTATE 90' MINIMUM 36"0 x 11" LONG LAG SCREWS ®24" 1725 E. 5TH AVENUE, TAMPA, FLORIDA 33605 PHONE (81 3) 248-BOBO FAX (813) 248-8081 JOINTS SHALL BE FORMED USING SAW CUTS 1/8' WIDE (MAX.) BY T/4 DEEP. O.C. CERTIFICATE OF AUTHORIZATION # 25896 SAW CUT WITHIN 12 HOURS AFTER POURING. JOINTS SHALL BE '"LED WITH • JOHN L. DECARO, P.E. Na. 56031 SEMI -RIGID EPDXY JOINT FILLER - SEE SPECIFICATIONS. 7. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-82 AND A-185. PROVIDE ALL LOAD BEARING AGRIBOARD WALL PANEL MATERIAL IN SHEETS. LAP ONE SQUARE + 2" AT ALL SPLICES. WALL COMPONENT DESIGN WIND PRESSURE ® H=13'-O" 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 AGRI-PANEL ROOF PANEL AND PARAPET SECTION - Ct .JMN CAP LOAD BEARING WALL SECTION DETAIL SCALE: 1" = 1'-0" 3 SCALE: 1" = 1'-0" "NNW 1 � an VERTICAL PANEL JOINT # ■ e♦ I® I. F L F N F NT9_ MEMBERS IN ACCORDANCE WITH PM 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 ARCHITECTS -INTERIOR DESIGNERS A5.5 E-70XX. s Tampa Office " UNLESS NOTED OTHERWISE ON DRAWINGS CONNECTIONS ARE TO BE MADE WITH 5' 3/4" DIA. A325 TYPE N BOLTS. 12/14 x 4-" R4 STAR HEAD SCREWS HSS COLUMN - SEE PLAN The Edgewater Building WALL LENGTH 0 12" O.C. PLACED 1%' tS;" FROM 600 South Magnolia Avenue 3. STRUCTURAL STEEL CONNECTIONS SHALL BE DETAILED BASED ON THE l END OF PANEL ANGLED Q 15. Suite 150 INFORMATION PROVIDED 1N THE CONTRACT DOCUMENTS. ALL LOADS INDICATED STAGGER 01 6" O.C. EACH SIDE OF PANEL Tampa, Florida 33606 ARE FACTORED REACTIONS. 5'-0" 5'-0" Phone (813) 251-0565 _ AGRIBOARD PANEL Fax $13 251-0567 3.1 WHERE NO VERTICAL REACTION IS INDICATED THE CONNECTION IS TO BE - � KIPS. M i a m i Of f i c e KDESIGNED TO SUPPORT A MINIMUM VERTICAL FACTORED REACTION OF 15 SIMPSON MSTC28 - AGRI-PANEL ROOF 1699 Coral Way suite 503 CENTER ON PANEL JOINTS 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 PROFESSIONALENGINEER UCENSED 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: WIND AREA (FT ) 2 ZONE PRESSURE (PSF) ZONE PRESSURE (PSF) 0- 20FT 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 51 - 100 FT 2 4 + 25.7 - 28.1 5 + 25.7 - 32.3 101 - 150 FT 2 4 + 24.5 - 26.9 5 + 24.5 - 29.8 151 - 200 FT Z 4 + 23.7 - 26.1 5 + 23.7 - 28.3 > 200 FT 2 4 + 23.2 - 25.6 5 + 23.3 - 27.3 l lami, r1orida hone 305) 858-58 85 P Fax M5) 858-5850 E1.EIrENTS State LIceme *AA0002341 \--ATTACH AGRIBOARD KEY TO HSS COL 3 W/ 0.1770 POWER ACTUATED FASTENERS 0 24 O.C. 6 �-- - AGRI-PANEL VERTICAL AGRIBDARD KEY APPLY" GLUE BEAD 7 OInAr "PSI TA ran„ n1►,rl-- R I Iril ��n co I c 11 CD EE Till I 56'-B" Notes: 2'-0" 13'-8" 2'-8" '-0' 3'-4' M.O. w 4'-0" 00 6'-0' M.O. 3'-0" d w 2'-8' 13'-8' low 4'-8' 1'-2% 14'-7�" 11%" 18-101�" '-2" 14'-4-' �L SW_1 4 41 4 1 �Y " F5.0 � F5.0 -1 Z Revisions: C1 , , I— , I I { C3 I t TYP. C3 1 s1 i� ,1 I TYP. D EXT HS56x6 f C.J. I f SEE 9/S6 FOR FOOTING f I 7%" AGRIBOARD WALL PANELS SCHEDULE TO BE DESIGNED BY PANEL SEE 10/S6 FOR FOOTING I MANUF'R PER GENERAL NOTES I F5.0 SCHEDULE I ON SHEET SS r C� II C.J. I I I { j I L— I I I 1 C.J. R 1 . I , JI Cn I I , F5.0 co C2 IJ I 1 C.J. II aD CI J ! F6.0 C2 GU U U I I 0 ' C.J. 1 6 b- i TYPICAL CONTROL JOINT. SEE DETAIL 1 /S4. N COORDINATE LOCATION a' WITH TILE FLOOR PATTERN. to SEE ARCH DRAWINGS I I C 1 F6.0 C2 C.J. , , I , 9 TYP. 8 EXT a HSS4x4 10'-11" VERIFY W CM f� F5.0 f 5'-,V4" C3 J r - , 7 1 TYP. 0 EXT 54 u HSS4x4 I — I . R I All I I � 8" THICKENED SLAB I I 9 UNDER BANK EQUIPMENT PER 1/S5 . I I f I I I I I I R I I o .- R M I 1 I I UD N C I I f 8' THICKENED SLAB I 1 UNDER BANK EQUIPMENT PER 1/S5 I E i F5.0 I A I C3 _ r I I LJ I F5.0 { — _ C2 I Y COLUMN DESIGN BY OTHERS (TYP. 4 PLACES) Ia X-6- - VERIFY W/ CANOPY SUPPLIER 12 I I C.J. 'M O O { JOINT. SEE 3/S4 TYP. O o O I C.J. C.J. SEE NOTE 4 FOR SLAB ON GRADE INFO. SEE CML FOR T.O. SLAB ON GRADE INFO In 7 N%JMOVJA Seal: Consultants: r _ N VF- CANOPY FOUNDATION DESIGN I DEGAROWILLSON 12 �* BY CANOPY SUPPLIER. STRUCTURAL ENGINEERS s. TOP OF FTG IS -2'-0" s 2 0BLOW F.F. - TYP. 4 PLACES. CMRIFY FTG DEPTH DRAWINGS)W/ 1725 E. 5TH AVENUE, PHONE 813) 2488080 A FAX(8 M2468081 CERTIFICATE OF AUTHORIZATION # 25896 � FS.D I ::C2 L. ": /a,IOHN L. i7ECAR0, P.E. No. 5E031 R� ...fc.J.2REFER TO i1 /S4 AND12/S4FOR LaL —1THICKEN SLAB M1z 1 1. SEE GENERAL NOTES AND SR _ATIONS FOR ADDITIONAL INFORMATION. En ®.J UNDER VAULT 2. TOP OF EXTERIOR FOOTINGS ELEVATION -1'-4" UNLESS NOTED OTHERWISE.oftft ®3. TOP OF INTERIOR FOOTINGS AT ELEVATION -l'-4" UNLESS NOTED OTHERWISE. -NOTE: 4. SLAB ON GRADE AT CANOPY AREA IS 5" THICK NORMAL WEIGHT CONCRETE (f'c - 4500 PSI) REINFORCED WITH WWR6x6-W2.9xW2.9. SEE GENERAL NOTES FOR CONCRETE STRENGTH AND MAXIMUM WATER CEMENT RATIO.CONTRACTOR SHALL VERIFY " - / HALL VAULT RELATED DIMENSIONS 5. SLAB ON GRADE AT BANK IS 4 THICK NORMAL WEIGHT CONCRETE (f c = 3000 PSI) REINFORCED WITH NOVOMES IWITH VAULT SUPPLIER ! 850. SEE GENERAL NOTES FOR CONCRETE STRENGTH AND MAXIMUM WATER/CEMENT RATIO. > let6. SLAB ON GRADE TO BE PLACED ON 10 MIL VAPOR BARRIER PER SPECIFICATIONS.'7. REFER TO THE GEOTECHMCAL REPORT FOR SITE PREPARATION. o `8. CONTRACTOR TO VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS AND REPORT ANY DISCREPANCY TO THE`12ARCHITECT AND ENGINEER. 9. CONTRACTOR TO VERIFY ALL SLAB EDGE DIMENSIONS WITH ARCHITECTURAL DRAWINGS PRIOR TO CONSTRUCTION. ® W a 10.CONTRACT DRAWINGS SHALL NOT BE USED FOR SHOP DRAWINGS. I j '�'" "yw.s r """'"''""`"y`"`"` 11.REFER TO MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR SLAB PENETRATIONS AND UNDERGROUND UTILITIES. C.J.12. SEE SHEET S1 FOR GENERAL NOTES. N 13. SEE SHEET S1 FOR TYPICAL AGRIBOARD PANEL DETAILS. 14. INDICATES AGRI-BOARD OR WOOD STUD SHEARWALL. SEE SCHEDULE.ON 8/S4 FOR DESIGN FORCES. ARCHITECTS •INTERIOR DESIGNERS 15. PROVIDE THICKENED SLAB WITH ADDITIONAL REINFORCEMENT PER DETAIL 4/S5 AT INTERIOR NON -LOAD BEARINGWALLS:SEE ARCHITECTURAL DRAWINGS FOR WALL LOCATIONS. Tampa Of f ice 1 I 1 f I 16.SEE ARCHITECTURAL DRAWINGS FOR EXTENT AND DIMENSIONS OF RAISED OR DEPRESSED SLAB AREAS, SLOPES AND I The Edgewater Building DRAINS 600 South Magnolia Avenue 17. PROVIDE 2-14 X 4'-0" ADDITIONAL SLAB REINFORCEMENT AT AL.L RE-ENTRANT CORNERS.Suite 150 Tampa, Florida 33606 Phone {813) 251-0565 Fox 51-0567 F5.0 I 1 F5.0 I ! Mia n3) 20ffIce C2 C2 1699 Coral Way suite 503 Miami, Florida 33145 FOUNDATION AND SLAB ON GRADE NOTES Phone 305 858-5858 in co ffiFox (305) 858-5850 C.J. ISCALE: N.T.S. 77 77 ' '11; ELEMENTS State Uoenae #ruJ9 9 �S4 WACHOVIAZEPHYR COMMONS PARCEL 0 4 FS.o rrP®EXT FS.oUS ROUTE 301 c1 Ilsssx6 c1 NQTE:ZEPHYRHILLS, FLORIDA EMBED HOT DIPPED GALVANIZED Drawing No./Date 11-26-05 SIMPSON STHD14 `IN TURNEDSWZ ; 4 SW'"2 I SIABATEACH CORNER, END OF EACH PANEL WITHIN SHEARWALLSAND ON EACH. SIDE OF HSS COLUMN '-8 2'-0' V-0' M0 '4" 6'-0" M.O. 2'-0' '-8 13'-8' PER 6, 7 AND8/SS 3 7NDrawing Title/Scale/Drawn by 50'-Q" OUNDATION AND SLAB ON GRJ�DE PLAN FouNDaTIoscALE: 1/a' 1-a"AND SLAB PLAN SCALE: AS NOTED C D EFOR PERMIT 12/01/08. I 1!1 _l1_l L L 49'-th" Notes: SEE 3/S3 FOR LINTEL SCHEDULE FIELD CUT HOLES IN AGRI-PANELS FOR BANK EQUIP. PNEUMATIC TUBES I 2'-O"x2'-O" ROOF PANEL OPENING W/ 2x BOARDS OR PROFILE BOARDS EACH SIDE AGRIBOARD. TYPICAL U.N.O. I III i ICI e I I nl � 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 CANOPY DESIGN BY OTHERS Y I (4) 2x12 WITH PLYWOOD SPACER LINTEL. BEAR ON (2) 2xB JACK STUDS WITHIN AGRIBOARD PANEL PER 2/S6 LINTEL SECTION SCALE: 3/4" = 1'-0" NOTES - PROVIDE (2) 2x8 JACK STUDS RIPPED TO 7" WITHIN END AGRIBOARD PANEL FOR Li LINTEL SCHEDULE SCALE: N.T.S. NOTES: I CONNECTIONS AND ROOF PANELS SHALL BE DESIGNED FOR NET UPLIFT LOADS GIVEN. ROOF UPLIFT LOAD PLAN SCALE: N.T.S. Revisions: Seal: Consultants: DECAROWILLSON STRUCTURAL ENGINEERS 1 725 E. 5TH AVENUE, TAMPA, FLORIDA 33605 PHONE (81 3) 248-80813 FAX (e 1 3) Z413-13081 CERTIFICATE OF AUTHORIZATION # 25B96 JOHN L. DECARD, P.E. No. 56031 •E L E M E N T S ♦ �l e 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 P305) 05) 858-5858 Fox 858-5850 I. 1 _ 1 I1 I -.. 1-.L_____-I. -J Notes: PRE-FAB VAULT PANEL. G.C. SHALL COORDINATE LOCATION OF CONNECTION WITH FABRICATOR NON -KEYED JOINT PRE-FAB VAULT PANEL TO SLAB AROUND VAULT ON GRADE CONNECTION BY FABRICATOR SLAB ON GRADE. 1504" O.C. - 3 LAYERS SEE PLAN FOR INFO 1'-0" MIN. EACH WAY STAGGERED SEE PLAN . x x �— K a . swo • •• ,. • . T.O. S.O.G. J U NOTE: COORDINATE PRE-FAB VAULT CONNECTION W/ SUPPLIER SECTION AT VAULT 1' J SCALE: 3/4" = 1'-0" SHEAR WALL SCHEDULE - 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 AGRIBQARD 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 SCALE: N.T.S. CONSTRUCTION JOINT, a WHERE SHOWN ON PLAN 736w AGRI-PANEL BY PANEL MANUF. VENEER. SEE ARCH. (NO VENEER AT SIM.) PRE-FAB VAULT PANEL. G.C. SHALL COORDINATE LOCATION OF CONNECTION WITH FABRICATOR �"1bx i 2' A.R. PRE-FAB VAULT PANEL TO SLAB 0 24" O.C. ON GRADE CONNECTION BY FABRICATOR EXTERIOR GRADE. J504" O.C. - 3 LAYERS SEE CIVILEACH WAY STAGGERED SEE PLAN T.O. •� • . ' • • '!a . • .• • S.O.G. E • • •• • • • • • •. • • • 4 DOWEL ` w •: • • ,,. 0 24" O.C. �...... • • : — } i- #4024" SEE PLAN d �1`-0" ' - T.O. FTG. c o d �, 3-J5 CONT. a 5" COVER BOT & SIDES 2'-O' FOOTING WIDTH NOTE: COORDINATE PRE-FAB VAULT CONNECTION W/ SUPPLIER EXTERII SEE CI 1'-0" `IiEXTERIOR -WALL. FOOTING. AT VAULT ,, SECTION AT PERIMETER _ SCALE: 3/4" = 1'-O" SLAB TURNDOWN AROUND BASE PLATE NON -KEYED JOINT ISOLATION JOIN. REFER TO 6/S4 SEE SCHEDULE FOR BASE PLATE AND ANCHOR RODS 3' MIN. — CLEAR COVER 6" 1- i o a E,O 0 6' 1 " 20, 0 0L COLUMN & FTG, U.N.O. o AT CORNER COLUMN WHEN REO'D lit CL COLUMN & FTG, U.N.O. 4" FACE OF AGRIBOARD PANEL AND TURNED DOWN SLAB 5/16 l 2' NON -SHRINK GROUT SEE PLAN ° T.O. S.O.G. SEE PLAN " T.O. FOOTING 3" MIN. CLEAR COVER ,' V) SCALE: 3/4" = 1'-0" COLUMN BASE PLATE BELOW, SEE PLAN 1-#4 EACH SIDE SERE PLAN_ T.O. S.O.G. VENEER. SEE ARCH. r IPA' AGRI-PANEL (NO VENEER AT SIM.) BY PANEL MANUF. Px12" A.R. REFER TO 5/S5 FOR 0 24" O.C. ADDT INFO 4'-0" 14024' O.C. 1'-1' F� EXTERIOR GRADE. SEE CIVIL SEE PLAN "-4 x 1m- S.O.G. _...... : .d r.c_�.. is it #4 DOWEL ' " I` 3- 5 CONT. 0 24" O.C. • : #4024 tSEE PLAN T.O. FTG. o a 3-#5 CONT. G c ' t:--I 5" COVER BOT & SIDES -I 2'-Ow FOOTING WIDTH NOTE: REFER TO 6/S5 FOR HOLD-DOWNS AT AGRIBOARD PANEL PERIMETER TIMBERSTRAND MEMBERS SECTION. AT PERIMETER SCALE: 3/4" = 1'-0" L COLUMN L COLUMN L COLUMN - z/`,__ CONSTRUCTION OR CONTROL JOINT, SEE DETAIL 1/S4 .}. z__1'__ CONSTRUCTION OR CONTROL JOINT, SEE DETAIL 1/S4 } HSS COLUMN, SEE PLAN I I I L_— J �y NEOPRENE MATERIAL INTERIOR COLUMN 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. I.?y HSS COLUMN, SEE PLAN r I I — } — j7WUJMN EXTERIOR COLUMN A" NEOPRENE MATERIAL COLUMN BASE PLA'' BELOW, SEE PLAN 1-#4 EACH SIDE CORNER COLUMN HSS COLUMN, SEE PLAN 7j" NEOPRENE MATERIAL Revisions: NVAMOVXA Seal: W,A i Consul ants: y DECAROWILLSCIN STRUCTURAL ENGINEERS 1 725 E. 5TH AVENUE, TAMPA, FLORIDA 33605 PHONE (813} 248-8080 FAx (813) 248-80B1 CERTIFICATE OF AUTHORIZATION # 25896 JOHN L. DECARO, P.E. No. 56031 10 �' l M0 . s r M r MTQ �� \ CONCRETE PLACEMENT AND ASISOON AS THEFSLAB E c _:.•_� a� •,-� .w .6. x' _ , X X-�- CAN SUPPORT THE WEIGHT OF SAWING EQUIPMENT ARCHITECTS - INTERiOR DESIGNERS WITHOUT DAMAGING THE FINISH SURFACE Tampa Office �_` ' ..' 18" ' �1 ' ..... _ � .. 3 020" D.C. The Edgewater Building ,. , , tt E:.••:••:•E ^ I I - SLAB ON GRADE INFO / REINFORCEMENT CHAIRED 1 J� 600 South Magnolia Avenue FINISH SLAB--" I:_•• SEE PLANS FOR Yw T 4 MAX NATURAL SLOPE SEE PLAN SLAB ON GRADE. FROM TOP OF SLAB Suite 150 STEP IN SLAB < T.O. S.O.G. TOP OF GRADE, SEE PLAN x Tampa,306 x Phone Q6d - SEE CIVIL Fox O tL CCjI. .1 1........-.- .I I... ..I I. ..I i ;. .j ^I ....._._. a�_...s... —, ,Wi. _; • E.,. Miami 250ffice E I- s w ®� o j.- i ...I -I LAP BARS 1 _O d <. CONTROL J01NT 1699 Carol Way suite 503 LAP MESH 2 ` I ' Miami, Florida 33145 FINISH SLAB L SQUARES x !.x x Phone (305) 858-5858 84 CONT. I -I 3 -1�; _ i I- Fox (0) 858-5850 _ i E E '(1)4 CONT. EDGE _ ........-- - RADIUS TOOL EACH EDGE TO 1/82-6 PROVIDE BOND BREAKER ..T77 L3EMENTS Slate 1Jcense #AA0002341 SEE PLANS FOR %"0x1'-6" SMOOTH BAR AT 12" O.C. SLAB ON GRADE IN H3 D END _OF DOWEL BARS. d :: ... NATURAL SLOPE ILI x a x rt ,CONSTRUCTION JOINT, ....,...... ...___ 1 •-----• i —• � : ............I ; ; .._._.__ 1 ? .__.._.I _�•_ I WHERE SHOWN ON PLAN WACHOVtA -ZEPHYR COMMONS STEP IN sLAe FROM " To s* CONSTRUCTION JOINT PARCEL 6 US ROUTE 301 NorEs: ZEPHYRHILLS, FLORIDA 1. COORDINATE DEPTHS & `LOCATIONS OF ALL FLOOR DEPRESSIONS,:W/ 1• NOTES: ARCHITECTURAL DRAWINGS. 1. PROVIDE JOINTS AT EVERY COLUMN LINE AND IN BETWEEN. Drawlnq No./Date 11-26-08 2. PROVIDE (1)14x4'-O" TOP AT INTERIOR CORNERS OF ALL DEPRESSIONS. MAXIMUM JOINT SPACING TO BE 15 FEET. 2. REF, ARCH'L SPECIFICATIONS FOR JOINT SEALANT IF REQ'D. S4 Drawing Tltle/Scale/Drawn by SECTIONS & DETAILS SLAB ON GRADE AT DEPRESSION REMOTE TELLER PAD TURN -DOWN SLAB ON GRADE AT CANOPY CONSTRUCTION AND CONTROL JOINT DETAIL SCALE: AS NOTED SCALE: N.T.S. SCALE: 3/4" = 1`-O' SCALE: 1" = 1'-0" SCALE: N.T.S. FOR PERNT 12/01/08 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 *►r INSTALLED OVER OVERSIZED HOLES. 5. CONTRACTOR SHA_E. PROVIDE 16" 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. SLAB ON GRADE BLOCKOUT AT STEEL COLUMN SCALE: 3/4' = 1'-0" _ s .. �L..L.•__LL�' .L.'11-1 i J.i_i Il_: ITJP _ L-1. .1 1ob SEE ARCH SEE ARCH T.O. PARAPET Notes: T.O. PARAPET ' NOTE: :may SEE 1/S6 FOR KICKERS AT SIM. SECTION SEE 11/S5 FOR NOTES NOT SHOWN HERE. t 3(6" 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 Revisions: AGRIBOARD ROOF PANEL BY PANEL MFR. PERPENDICULAR TO WALL MEMBERS (4} 16d NAILS PER CONNECTION ATTACH TO ROOF MEMBERS W/ 10d NAILS ® 6" O.C. 5/8' STRUCTURAL GRADE 1 PLYWOOD ROOF DECK I I I SLAB C.J., SEE PLAN AND 1/S4 SEE PLAN PANEL BRG. 12/14 x 4-' R4 STAR HEAD SCREWS 12" O.C. PLACED 1%" 04" FROM END OF PANEL ANGLED ® 15 STAGGER ® 6" O.C. EACH SIDE OF PANEL HSS BEAM, SEE PLAN ot SEE ARCH -SECTION AT ENTRY LINTEL ,1 L) SCALE: 3/4" = 1'-O" AGRIBOARD KEY - APPLY 36" GLUE BEAD 4 SIDES OF KEY AND FASTEN WITH 12/14 x 4-Y4" R4 STAR HEAD SCREW THROUGH KEY @ 12" O.C. x 1W THREADED STUDS ® 24" O.C. WELD TO HSS GIRT WITH Y' FILLET WELD ALL AROUND CONT. 1_5x31�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" SLAB TURNDOWN AROUND BASE PLATE NON -KEYED JOINT ISOLATION JOIN. REFER TO 6/S4 SEE SCHEDULE FOR BASE PLATE AND ANCHOR RODS 2" — .5/16 .k COLUMN & FTG, U.N.O. FACE OF AGRIBOARD PANEL - AND TURNED DOWN SLAB APPLY 2 COATS OF ASPHALTIC PAINT TO COLUMN AND BASE PLATE BELOW. FINISH FLOOR 2" NON -SHRINK GROUT SEE PLAN _ T.O. S.O.G. (2) 2x8 HOCKING AT SIGNAGE ATTACHMENT POINTS 2x6 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 NAIL SHEATHING TO ROOF PANEL PROFILE BOARD W/ (2) 8D NAILS AT 6" O.C. SEE PLAN PANEL BRG. EDGES AND 12" O.C. INTERMEDIATE - LAYOUT STAGGERED AND PERPENDICULAR TO ROOF MEMBERS 2x8 KICKER AT 16" O.C. AGRIBOARD ROOF PANEL BY PANEL MFR. CONNECTION BY PANEL MFR. '�'— 2'-0"x2'-O" PANEL MINIMUM WO x 12' LONG OPENING BEYOND LAG SCREWS ® 24' O.C. H2.5 BY SIMPSON AT 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 FASTED 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/S CONT. (2) 200 W/ %70 THRU-BOLTS W/ WASHERS AND DOUBLE NUT AT 24" O.C. (3) 1Od TOE NAILS PER CONECTION 4"00" LAG BOLT AT 24" O.C. BEAM, SEE PLAN 12/14 x 43/4" R4 STAR HEAD SCREWS ® 12' O.C. MAX. PLACED 15/8' i 1 /4" FROM END OF PANEL ANGLED ® 15'. STAGGER ® 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 %* PLATE WASHER, SEE GENERAL NOTES T.O. COLUMN BASE PLATE T.O. CONCRETE HEAVY HEX NUT SEE PLAN PANEL BRG. SUNSHADE, SEE AI 1 FOR NOTES WN HERE. SEE PLAN T.O. SLAB 6 SECTION AT LOW PARAPET (*—r—,�, PIPE BOLLARDS . 1 V / SCALE: 3/4" = 1'-0" 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 SCALE: 1" = 1'-0" REFER TO 9/S4 FOR ADD'L INFO NOTE: APPLY SILL SEAL GASKETTO B/SILL PLATE 00 NOT EXTEND EDGE OF CONCRETE PAST SLAB C.J. 7%" AGRI-PANEL 12/14 X 4Y4' R4 STAR HEAD SCREWS ® 12" O.C. PLACED 1%" A" FROM BASE OF WALL ANGLED ® 15' STAGGER ® 6" O.C. EACH SIDE OF WALL APPLY %" BEAD OF GLUE TO 3 SIDES OF KEY PRESSURE TREATED 1 "X7%" SILL PLATE AND KEY - BY AGRIBOARD INDUSTRIES /� I /-7 -O X 12' ANCHOR RODS @ 24" O.C. AGRI—PANEL HOLD DOWN DETAIL AGRI—PANEL J aCHORAGE DETAIL SCALE: 1' - 1'-O" SCALE: 1" - 1'-0" %* TYP.I 0 0 0 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 I PLATE AND ANCHOR RODS 2" NON -SHRINK GROUT SEE PLAN x x: w' T.O. S.O.G. -- 7%" AGRI-PANEL BY PANEL MANUF. BANK EQUIPMENT. SEE ARCH. SEE 5/S5 FOR COORDINATE SLAB GEOMETRY ADD'L INFO W/ BANK EQUIPMENT h"002" A.R. SHOP DRAWINGS ® 24" O.C. THICKEN SLAB 8" MIN. EXTERIOR GRADE. UNDER BANK EQUIPMENT SEE CIVIL SEE PLAN S.O.G. ,4c J • ' C x xn Seal' Consultants: DECAROWILLSON STRUCTURAL ENGINEERS 1725 E. 5TH AVENUE, TAMPA, FLORIDA 33605 PHONE (8131 248-8080 FAX (813)248-80B1 CERTIFICATE OF AUTHORIZATION # 25896 JOHN L. DECARU, P.E. No. 55031 j® • , ter■ e I E 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 (2) 2x6 AT CORNER - T/HIGH PARAPET (SEE ARCH.) Notes: COLUMN SCHEDULE MARK SIZE BASE PLATE ANCHOR RODS C1 HSS6x6xY. PL -Y4"X11'XO'-11" (3) Y4"0 W/ 9- EMBEDMENT C2 HSS31 x.'&Y4 PL X"x97 7 0'-W (4) X'0 W/ 9' EMBEDMENT C3 HSS4x4xY PL -%"x1O"x0'-1O' (4) -'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 12/14 x 4%" R4 STAR HEAD SCREW THROUGH KEY AT 12" O.C. x 10" LONG LAG SCREWS 0 :24" O.C. (COUNTERSUNK) w " . AGRIBOARD ROOF PANEL I 2x4 STUDS AT 16" O.C. AT LOW PARAPET, , SEE 5/S1 FACE OF AGRIBOARD WALL BELOW (2) 2x6 AT PARAPET END 2x6 AT 16" O.C. #10x3" 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/ #6x1Y2" LONG SCREWS IN LACE OF 8d NAILS — 2x4 STUDS AT 16" O.C. AT LOW PARAPET, SEE 5/S1 - � PLAN AND SECTION _ AT HIGH/LOW PARAPET V SCALE: N.T.S. FOOTING SCHEDULE MARK SIZE THICKNESS REINFORCING F5.0 5'-0'x5'-O' 1'-2" 6-15x4'-6" EACH WAY BOTTOM F6.0 6'-0"x4'-0" L'-4' 7-i5x5'-6' SHORT DIR BOTTOM 5-150'4" 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' UP TESTED BY LABORATORY FOR COMPACTION LISTED IN GENERAL NOTES. r'OOTING SCHEDULE SCALE: N.T.S. oL SEE ARCH T.O. PARAPET P# q NOTE: SEE 11/S5 FOR NOTES NOT SHOWN HERE T HIGH PARAPET (SEE ARCH.) CONT. 4x6 TOP PLATE, SEE 8/S5 — T LOW PARAPET (SEE ARCH.) #10x3" LONG SCREWS AT 6" O.C. S BOTTOM PLATE, IL TO ROOF PANEL 8 16d NAILS AT " OFILE BOARD PER AN AND 8/S5 AGRIBOARD ROOF PANEL BY MFR. i SEE ARCH T.O. PARAPET ANCHOR MOUNT TO PANEL END TIMBERSTRAND PkOFILI BOARDS W/ MINIMUM (3) Y'x4' LAG SCREWS SEE PLAN PANEL BRG. 2x4 STUDS AT 16" O.C. AT LOW PARAPET, SEE 5/Si 7o ss FACE OF AGRIBOARD WALL BELOW #10x3" LONG SCREWS AT 6" O.C. (2) 2x6 AT CORNER 2x6 STUDS AT 16" O.C. AT TALL PARAPET A34 SIMPSON ANGLE, FASTEN W/ #6x1Y2" LONG SCREWS IN LACE OF 8d NAILS- 2x4 STUDS AT 16" O.C. AT LOW PARAPET, SEE 5/S1- PLAN AND SECTION AT HIGH/LOW PARAPET SCALE: N.T.S. NOTE: 1. MOUNT ANCHORAGE MUST BE MADEL INTO PANL,_ END TIMBERSTRAND. 2. SEE 3/S1 FOR NOTES NOT SHOWN HERE. 3. SEE ARCHT FOR LOCATION. SECTION AT SATELITE SUPPORT SCALE: 3/4" = 1'-0" AGRIBOARD PANEL SECTION )OF ANCHORAGES AND IONS AFTER MOUNT INSTALLATION MOUNT BY OTHERS. ANEL BY PANEL MFR. (4) 2x12 LINTEL, SEE PLAN AND 2/S3 2W TIMBERSTRAN LSL JACK STUD WITHIN AGRIBOARD WALL PANEL BELOW CONT. 4X6 TOP (1) %"0 STAINLE STEEL THRU BOI COUNTERSINK ELEVATION (1) )6"0 STAINLESS STEEL THRU BOLT, COUNTERSINK z 0 OIL T.O. PARAPET CONT. 2x6 TOP PLATE T LOW PARAPET (SEE ARCH.) �— #1Ox3" LONG SCREWS AT 6" O.C. " S 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. 3f6" STRUCTURAL GRADE 1 PLYWOOD WALL SHEATHING ATTACH TO WALL MEMBERS 'W/ 8d NAILS ® 6- O.C. EDGES AND 12" O.C. INTERMEDIATE LAYOUT STAGGERED AND PERPENDICULAR TO WALL MEMBERS 44 PRESSURE TREATED GIRT, SEE PLAN sl�'� r- CONT. 46 TOP �— 40 PRESSURE TREATED GIRT, SEE PLAN o I `- (2) If12 3X- LONG SCREWS AT EACH CONNECTION 2x6 STUDS 016" O.C. R6' 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 RE DETERMINED BY PANEL MFR.) SECTION AT PARAPET EXTEF mON SCALE: 3/4" = 1'-0" SEE ARCH T.O. PARAPET NOTE: SEE 11/S5 FOR NOTES NOT SHOWN HERE Revisions: Seal: Consultants: AMR DECAROWILLSON STR UCTURAL ENGINEERS p a / wn.v .1 ifti�' Yui? 1 725 E. 5TH AVENUE, TAMPA, FLORIDA 33605 PHONE (813) 24B-B0S0 FAX (81 3) 248-BO81 CERTIFICATE OF AUTHORIZATION # 25896 JOHN L. DECARO, P.E. NO. 56031 740 a 4 Ill .... ANY an • i� E L E M E N T 5 1 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 Wa suite 503 I ?�" I (8). 8D PENNY NAILS EACH SIDE y Miami, Florida 33145 -5858 Phone (305) 858-5858 2) 2x10 CONT. RIPPED FOR Fox 305 858-5850 ROOF SLOPE WITH hwo BOLTS • THROUGH BEAM ®24 O.C. BEAM, SEE PLAN PROVIDE PROFILE BOARD AT INTERIOR WALL = COW TIMBERSTRAND BOARD STAGGER EACH SIDE OF BEAM AGRIBOARD PANEL ¢ 1 l OR PANEL JOINT PER 4/S6 ELEMENTS state Lloanas sA�►ooa2s4i WEB, (COUNTERSUNK) 1 CONT. TIMBERSTRAND SEE PLAN LSL BY PANEL MFR. PANEL BRG. PANEL DESIGN PANEL FOR ADDITIONAL CONTRACTQR'S OPTION: 2'-0"x2'-O' PANEL ROOF WIND LOAD IN EACH " " PLACE CONT. 7 x7 LVL PROFILE BOARD 4 " OPENING BEYOND o BY PANEL MFR.( DIRECTION WACHOVIA - ZEPHYR COMMONS IN CONT. AGRI-PANEL CENTERED OVER BEAM CONNECTION DESIGN \ PARCEL 6 BY PANEL MFR. N 3k " N US ''ROUTE 301 (4) 2x12 LINTEL, SEE PLAN AND 2 S3 j LLS, FL ZEPNYRHI FLORIDA _ AGRIBOARD PANEL SEE PLAN L Drawing No./Date i1-26-05 HSS BEAM. PANEL BRG. SEE PLAN AGRIBOARD WALL PANEL TIMBERSTRAN LSL JACK STUD WITHIN AGRIBOARD WALL SEE 3 S1 FOR / SEE 4/S5 -CONT. 200 S 6 AND LINTEL DESIGN BY �. PANEL CONNECTION NOTES FOR CONNECTION PANEL MFR. (TYPICAL) _ 1' .4" x2'-4" �-1-(lull x' OPENING BEYOND BEAM, SEE PLAN / a b D?ral ` Title Scale Dr wn y SECTIONS >� SECTION AT hAETAL STUD SHEAR DETAILS AGRI P��E�LBEARIN�GO�N STEEL BEAMWALL AND AGRIBQARD R04F TI ELEVA ON AT : LINTEL BEARIN L1 LIN GSGALE. SECTION AT TALL PARAPET LINTEL TA I 1" AS NOTED -1_D SCALE: 3/4 - SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" FOR PERIIIET 12/01/08 t Notes: Revisions: Seal: A A WA A/400 Consultants: ARCHITECTURAL ENGINEERING INCORPORATE[ 3442 EAST LAKE ROAD. PALM HARO . FL 3488: CONSULTING ENGMEERS (727) 784-147: CERWICATE OF AUTHORIZATM: FL 3M W. RONALD MCILVEEN FL PE 3027( ��► ,� a �° #•w.[I4� 1 �ir, 'ORIN E L E M E K T S ARCHITECTS -INTERIOR DESIGNERS Tcmpc Office The Edgewater Building 600 South Magnolia Avenue Suite 150 Tampa, Florida 33606 Phone (813) 251-0565 Fax (813) 251-0557 Mlcmi Office 1699 Coral Way suite 503 Miami, Florida 33145 Phone (305) 858-5858 Fax (305) 858-5850 I_ - =._lam '_- `;: �'i- �1� Dr wft TW&'84abM*wn by THO UFCNAMnAL FLMR PLAN _L1 UI Notes: ROOFTOP UNIT EXTEND TO NEAREST \- OUTSIDE AIR INTAKE ROOF DRAIN FLEXIBLE SECURE CAP TO CONNECTIO CURB WITH SHEET METAL SCREWS 12" CURB -MOUNTED ROOF CAP O.C. AROUND COOK MODEL PR SERIES. PERIMETER PREFABRICATED PRESSURE TREATED DEEP SEAL ROOF CURB BASE WOOD NAILER P-TRAP FLASHING PREFABRICATED, INSULATED ROOF CURB. MOUNT AND ROOFING SECURE ON WOOD NAILER. 1S 0 THRU-BOLT W/ MATERIAL — — WASHERS AND SEAL PENETRATION Wfili DOUBLE NUT AT EACH - 8 ROOF INSULATION CORNER OF ROOF I MASTIC. TOP UNIT. SCREW ATTACH CURB (2) X*0 TO ROOF PANEL W/ V THRU-BOLT W/ MIN. Ife"O SCREWS AT WASHERS AND 6" ON CENTER, SUPPLY RETURN DOUBLE NUT AT EACH CURB CAP SEAL ALL DUCTWORK OPENINGS 2x4xl'-o" WITH NONHARDING MASTICS. SCREW ATTACH CURB TO ROOF PANEL W/ MIN. )fe",a SCREWS AT EXHAUST TRANSITION DUCT AS REQ'D. TO MAIN SUPPLY AND RETURN. 6" ON CENTER. DUCT, SEE SHEET MIA PRESSURE TREATED FOR DUCT WOOD NAILER SIZES. CEILING ROOF TOP UNIT DETAIL EXHAUST FAN DISCHARGE DETAIL SCALE: NONE ° 1 S 2 CALE. NONE FLEXIBLE DUCT (CLASS 1 As TRUNK DUCT LISTED—U.L 181) MAX. LENGTH 6'-0" AxI 12" MINIMUM ROUND BRANCH TAKEOFF FITTING W/ VOLUME DAMPER EQUAL 6unnrw CEILING DOUBLE THICKNESS RADIUS = WIDTH SUPPLY AIR DIFFUSER OR RETURN TURNING VANES GRILLE TO MATCH CEILING TYPE. SUPPLY AIR DIFFUSERS SHALL HAVE OPPOSED BLADE DAMPER. CEILING DIFFUSER DETAIL ELBOW DETAIL SCALE: NONE 3 SCALE: NONE 4 ROOFTOP UNIT LOCATE S.P. PROBE 2" MERV 13 FILTER BETWEEN FILTER AND COIL FLEXIBLE DUCT (CLASS 1 AS TRUNK DUCT ppv LISTED-U.L. 181) p OUTSIDE AIR INTAKE MAXIMUM LENGTH 6'-0" p� FACTIORY INSULATED pp PLENUM STATIC PRESSURE SENSOR DWYER MODEL A-302. POSITION AS RECOMMENDED BY MANUFACTURER TO READ STATIC PRESSURE. J" VINYL TUBING IN t EMT. MAXIMUM LENGTH=10 FT. ROUND BRANCH TAKEOFF FITTING W/ VOLUME DAMPER UNISTRUT CEILING r SUPPLY AIR SLOT DIFFUSER FILTER MONITOR (CONTROLLER) PANEL DIFFERENTIAL PRESSURE (SEE DETAIL) TRANSMITTER PANEL WALL MOUNT -----18 GA. PLENUM RATED (SEE DETAIL) c@ 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. 11151 SLOT DIFFUSER DETAIL FILTER MONITOR DETAIL SCALE: NONE SCALE, NONE TO STATIC PRESSURE PROBES PROVIDE PHENOLIC ENGRAVED NAMEPLATE NEAR FILTER MONITOR " VINYL TUBING IN EMT. PANEL (WHITE LETTERS.ON GREEN NAMEPLATE) READING AS FOLLOWS: SP 1 INDICATOR LIGHT: APPROACHING FILTER CHANGE. SP 2 INDICATOR.LIGHT: DIRTY FILTER. CHANGE IMMEDIATELY. 18 GA. PLENUM RATED e a 18 GA. PLENUM RATED SHIELDED, TWISTED PAIR TO CONTROLLER PANELSHIELDED, TWISTED PAIR . TO D.P. PANEL. f HI LO DIFFERENTIAL PRESSURE TRANSMITTER PHENOLIC ENGRAVED a 120v POWER WIRING & DWYER MODEL 616C-0 NAMEPLATE ® CONDUIT BY E.C. 120v POWER WIRING & R7U-XFIL7ERMON. 00 CONDUIT BY E.C. 0 TO 2" W.C. SCALE p FUSE IN ACCORDANCE ACCURACY: +/-1% F.S. DWYER/LOVE PROCESS I , Q 0 0 WITH MANUFACTURER'S INDICATOR AND ALARM. SERIE510ti0 INSTRUCTIONS DWYER MOD. A-700 NEMA 1 PANEL, 8x8x6 INPUT:100-240 VAC � � CUT OPENING IN PANEL 24 VDC POWER SUPPLY. AUTOMATION DIRECT SP 1 SP COVER. 0.5AMP MAX. OUTPUT. MODEL N1P0808 OR EQUAL NEMA 1 SCREW COVER ® ® REFERDWYER AC INPUT: 100/200/220/230-240 VAC FULL PIANO HINGE DOOR PANEL INSTRUCTION MANUAL. DC OUTPUT: 24-28 VOC AUTOMATION DIRECT MOD. SC060806 OR Differential Pressure Transmitter Panel EQUAL. Filter Monitor (Controller) Panel DP TRANSAITTER PANEL DETAIL FESTER M ANEL DETAIL SCALE: NONE ONITOR P n8 NONE C'm"Eir'44 0 I� 1� '1 III I 4! • I� . II II f 1' i; I !r �, 1 " PVC AC CONDENSATE PIPING. PROVIDE MIRO INDUSTRIES MODEL 1.5 PIPE SUPPORTS . SPACING SHALL NOT EXCEED 4'-0". ---� i 68 ACU-0 I AC- ! — N;1 101 D69 l i I I ACU- T 68 ------ AC � MECHANICAL —ROOF PLAN.. «oxrx SCALE: -; /4' = c -0 COORDINATE ROOF DRAIN LOCATIONS WITH ARCHITECTURAL DRAWINGS. 1 I I I is ! ,, i � I I Revisions: Seal: /*7 l/ �'v Consultants: ARCHITECTURAL ENGINEERING INCORPORATED 3442 EAST WE ROAD, PAW KNEE R, Fi. 34685 CONSUUM ENGINEERS(727) 784-1472 COMFiG7E OF AUMOR ZATION: FL 3W6 W. RONALD MCILVEEN FL PE 30270 �Illllr ® � ;♦ �l• 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 WAC VIA - ZEPHYR COMMIM - PARGEL18 US UTE 301 ZEPHYR1-l1"L% FLORIDA Drawing No/Date ozOs..c� MtOft fl�RO.J' NO. 07-0l1/0al2b Dr V*g 'll''����wn by THr, MECHANICAL ROOF PLAN SCALE. 1/4" = l'-0'` PLUMBING RXTURE 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 JK A.D.A CAROMA MFG. VITREOUS CHINA DUAL FLUSH TANK WATER SAVING DUAL 1.6 AND 0.8 GAL PER 4" 2" 1 2 -_ ID COMPLIANT SIDNEY 270 ELONGATE COLOR: WHITE TYPE 0.8 OR 1.6 GAL FLUSH WITH ELONGATED CHURCH MFG. TOILET "EASY HEIGHT" FLUSH #39OTL OPEN FRONT SEAT WITH LID NO EQUAL ACCEPTED .L A.D.A. KOHLER Kw 2005 VITREOUS CHINA DELTA MODEL MCGUIRE SUPPLIES, STOPS, 1-1/2" P-TRAP 2" 2" 1 2 1 1 2 1 D COMPLIANT KINGSTON COLOR: WHITE 1523-WF-HGMHDF DRAIN OFFSET AND TAILPIECE. PROVIDE LAVATORY WITH 0.5 GPM AERATOR i TRUEBRO 102W & 102W INSULATION KIT. JE ICEMAKER C.P. INDUSTRIES PLASTIC 1 4 SHUT OFF VALVE IMOUNT 12 AFF. 1 4 INLET WITH WATER __ ! __ 1/2" 1 BOX "WATER TITE" COLOR: WHITE (HAMMER ARRESTER I .S SINGLE JUST MFG. 18 GAUGE JUST MFG. i#JTR-51-W4-ADA 'MCGUIRE SUPPLIES, STOPS, 1-1/2- P-TRAP 2" 2" 1 27 1 2 1D COMP. SINK ESL-ADA-1921-A-GR GAINLESS STEEL TAILPIECE AND BASKET STRAINER. 1/4" CW A.D.A. (OFFSET DRAIN) WITH J-ADA-35 WITH SUPPLY. AND FILTER FOR COFFEE MAKER. 1.0 GPM DOLE FLOW ?TRUEBRO 102W & 102W INSULATION KIT. !! ' ;CONTROL AERATOR GCO FLOOR ZURN Z-1400 I COATED CAST IRON-- 'ROUND SCORIATED TOP 3" i -- -- -- CLEANOUT ADJUSTABLE TO FINISHED GRADE IN f 1 1181 i X 18"W X 6 D CONCRETE PAD. EWS ADA OASIS 18 GAUGE IFLEXIBLE BUBBLER McGUIRE SUPPLIES, STOPS, 1-1/2" P-TRAP 2" 2" 1 2 1 D COMPLIANT #P8ACSL AND STAINLESS STEEL AND TAILPIECE MOUNT FIXTURE UP PER WTR COOLER A # PFACSL ADA HEIGHT, CONNECT SHELL UNIT TO CHILLED UNIT FOR HI/LO CONFIG. ' D& ELECTRIC A.O. SMITH INSULATED TANK ; 3 4 T&P VALUE 16 GAL., 1.5 KW, 120 1 60 WALL MOUNTED __ i __ 3/4" 3 4 1 WATER MODEL DEL-6 WITH JACKET j IPREMANUFACTURED SHELF. PROVIDE E i HEATER ; VACUUM BREAKER TANK DRAIN VALVE. i MOP BASIN FIAT MSB 2424 MOLDED STONE FAUCET FIAT PROVIDE 3" DEEP SEAL P-TRAP, QUICK 3" 2" 3/4" 3 4 1 1830-AA, :DRAIN CONNECTOR: FIAT QDC-3SN AND HOSE & BRACKET: MOP HANGER: FIAT 889-CC 832-AA (2) SS SPLASH PANELS i i FD- FLOOR DRAIN JAY R. SMITH COATED CAST --- (SQUARE BRASS TOP, ADJUSTABLE 3" 1 #2010-04-p0501RON 'TO FINISH FLOOR i WE WALL HYDRANT ZURN TYPE BRONZE FINISH ;----- !MILD .CLIMATE TYPE, ANTI —SIPHON, i __ __ 3/4-: 1 Z-1333 !AUTO DRAINING, KEY OPERATOR, 12" AFF i $Q ROOF JAY R. SMITH CASTIRON --- i6" ROOF DRAIN WITH DECK CLAMP 6" ---- -- -- 1 DRAIN # V - 0-06—C ExP-1 EXPANSION POTABLE WATER AMTROL ST-5 --- 2 GALLON CAPACITY —_ __ 3 4 TANK EXPANSION TANK i 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 160" 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. �10 DIAL THERMOMETER - RANGE TO 160' F. VACUUM RELIEF VALVE: WATTS 36N, !k ABOVE TOP OF WATER HEATER. ELECTRIC WATER ` 'St HEATER, LOW BOY TYPE. SET WATER I>,>, TEMP TO 140"F. T&P RELIEF VALVE j f = ON 3/4" BRAIN VALVE TO { TEXPANSt _,�' WATEI. 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 GAP W/ LAG SCREWS (MIN. 6) i /8"X2"GUSSET MOUNT TOP OF BRACKET TIGHT EXPANDED METAL - TO CEILING. CLEAN, PRIME AND tip` 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 --- MOP HANGER ALL SERVICE FAUCET WITH. VACUUM BREAKER. +4j MOP (BY OTHERS) 30" H S — PLY SILICONE H��ggE SEALANT AROUND BRACK TBAPSIN A SIDES SS OF AND FLOOR. �-- MOP BASIN FINISHED FLOOR. 3" DRAIN Mop Service. Ba,sin D Not to Scale PLUMBING NOTES: 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 Fff 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 3Y 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. -4 PROVIDE DRAIN VALVES AT ALL LOW POINTS OF DOMESTIC WATER PIPING SYSTEMS FOR COMPLETE DRAINAGE AND INDICATE LOCATION OF SAME ON RECORD DRAWINGS. 0 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, UN SS 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 PLUMBING LECND SYMBOL DESCRIPTION ABOVEGROUND PIPING (TYPICAL ALL SYSTEMS) -- BURIED PIPING (TYPICAL ALL SYSTEMS) S SANITARY PIPING I__V____1 VENT PIPING l—CW---1 DOMESTIC COLD WATER PIPING F—HW-4 DOMESTIC HOT WATER PIPING i--HWRC---rI DOMESTIC HOT WATER RECIRCULATING PIPING DIRECTION OF FLOW ISOLATION VALVE PIPE RISE D PIPE DROP T DROP ] PIPE CAP WCO -11 WALL CLEANOUT O GCO GRADE CLEANOUT RECIRCULATING PUMP t a HANDICAPPED/FL,ADA ACCESSIBLE FIXTURE WATER CLOSET TYPE 1D eLAVATORY TYPE D eELECTRIC WATER HEATER TYPE 1 s SINK TYPE tD ICEMAKER BOX TYPE 1 Ewc ELECTRIC WATER COOLER TYPE to Ms MOP SINK TYPE 1 eFLOOR DRAIN TYPE t eWALL HYDRANT TYPE t 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 ROOF 3" VTR 2 N L L M S N> N a 1D N 1D - M> 1 D N N > �N 1 p K MS WC FD FD TWO-WAY GCO FLOOR e 1 D 1 1 "3 4" SAN (19 DFU " " SANITARY RISER DIAGRAM NO SCALE Notes: Revisions: Seal: - t� � ,/ Consultants: ARCHITECTURAL ENGINEERING INCORPORATED 3442 EASE LAKE ROAD, PALM HARBOR, FL 34685 CONSULTING ENGINEERS (727) 784-.1472 CERTIFICATE OF AUiNQRIZATION: FL 3W6 W. RONALD MCILVEEN FL PE 30270 �+ II® I!E E L E M E ANN T 6 ARCHITECTS INTERIOR DESIGNERS Tompa Office The Edgewater Building 600 South Magnolia Avenue Suite 150 Tampa, Florida 33606 Phone 03) 3) 251-0565 Fox 251-0567 MiCarni Office 1699 Coral Way suite 503 Miami, Florida 33145 Phone 305 858-5858 Fox 305 858-5850 Notes: 2—WAY G 50 16 (19 DI 1 /4-CW 1 ; WSFU/ 0 GPM) 51 0 j �I IL --- • r. I i j I r— -� i �� i-• I \Q I i T r co I II r li I RD Iijl �!�1 i I :ll• 4" (3,000 SF) OVERFLOW SCUPPER. REFER TO ARCHITECTURAL WORK CANOPY DRAIN RAIN WATER CANOPY DRAIN RAIN WATER LEADER (BY MCGEE), SHOWN LEADER (BY MCGEE), SHOWN FOR REFERENCE ONLY FOR REFERENCE ONLY o. Revisions: Seal: Consultants: 0 ARCHITECTURAL ENGINEERING INCORPORATED 3442 EAST LACE ROAD, PALM HARBOR, FL 34685 CONSULTING ENGINEERS (727) 784--1472 CERTIFICATE OF AUTHORIZATION: FL 3886 W. RONALD MCILVEEN FL PE 30270 -11 1 ,f11i Notes: 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 COOLING - MIN MBH 36 31 34 SEER MIN 13 13 -13 COIL EAT DB HEATING - MIN MBH 21 13 18 HEATER KW AT LISTED VOLTAGE) 9 9 9 HTR STEPS - MIN 2 2 1 2 TOTAL AIR CFM 1,740 1600 1,600 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 M MOCP ELECT PH HZ 0 WEIGHT LBS 850 850 850 MANUFACTURER TRANE TRANE TRANE MODEL NO. 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) A.L FINAL ELECTRICAL CONNECTIONS TO EQUIPMENT SHALL BE MADE BY MECHANICAL CONTRACTOR. 6. PROVIDE MANUFACTURER'S 7-DAY PROGRAMMABLE, ELECTRONIC NIGHT SETBACK THERMOSTAT (TRANE BAYSTATO50A). 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 + 0.120 FILTERS). 10. PROVIDE CO2 SENSING OPTION WITH DUCT MOUNTED SENSOR. 11. PROVIDE HINGED ACCESS PANELS. 12. PROVIDE BLACK EPDXY PRE -COATS' CONDENSER COIL 13. PROVIDE FIELD SUPPLIED 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 CEILING CEILING SIDEWALL CEILING FRAME T-BAR T-BAR SURFACE T-BAR FACE SQUARE PLAQUE NEAR 21_�/4" SLOTS ADJ. DOUBLE DEFL SQUARE PLAQUE STYLE MODULAR 24 X 2_4LONG W/B_00_ NOT MODULAR MODULAR 24 X 24 DAMPER OBD T OBD OBD INTEGRAL FINISH OFF-WHITE OFF-WHITE OFF-WHITE OFF-WHITE MANUFACTURER TITUS TINS T1 US 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 _ CEILING SIDEWALL FRAME T-BAR SURFACE FACE SQUARE PLAQUE BAR STYLE MODULAR 24 X 24 I NOT MODULAR DAMPER NONE NONE FINISH OFF-WHITE OFF-WHITE TITUS MANUFACTURER 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: COOLING 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 CE LING CEILING CEILING CEILING CEILING SERVICE MEN WOMEN JAN ATM ROOM TELE79ATA 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 1 1 1 1 12 1 1 120/1760 WEIGHT LBS 30 30 30 40 40 MANUFACTURER COOK COOK COOK COOK COOK MODEL NO. GC-240 GC-240 GC-240 GC-520 I GC-720 REMARKS 1,24 1.2.4 1.4.5 1.3.4 1 1,3,4 REMARK NUMBERS: 1. CENTRIFUGAL IN -LINE CEILING 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 ET70115C OR EQUAL 3. PROVIDE WALL MOUNTED LINE VOLTAGE HIGH LIMIT 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 CEILING ITEMS (TO AVOID CONFLICTS). LOCATE ALL PIPING AND DUCTWORK IN FINISHED ROOMS OR SPACES WITHIN CONCEALED LOCATIONS (FURRED CHASES OR SUSPENDED CEILINGS, 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 WS 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 UNrrS, DUCTWORK, CEILING 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 DMCES (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 METALUC DUCTWORK FOR EXHAUST AIR (EA) DUCTS, PER THE FBC. - 10 PROVIDE TWO (2) SETS C' W FILTERS FOR AIR HANDLING UNITS, INSTALL ONE SET INITIALLY AND ONE SET U COMPLETION OF CONSTRUCTION. 11 PROVIDE AND INSTALL TRANE MODEL BAYSTAT040 AUTOMATIC CHANGEOVER, PROGRAMMABLE HEATING AND COOLING THERMOSTAT. THE MECHANICAL CONTRACTOR SHALL PROGRAM ALL THERMOSTATS IN ACCORDANCE WITH THE FOLLOWING SCHEDULE OR AS INSTRUCTED BY OWNER. DAY EME COOLING SETPOINT HEATING SETPOINT MONDAY 5:00 AM 74 DEGREES F 70 DEGREES F 6:00 PM 84 DEGREES F 62 DEGREES F TUESDAY 6:00 AM 74 DEGREES F 70 DEGREES F 6:00 PM 84 DEGREES F 62 DEGREES F WEDNESDAY &DO AM 74 DEGREES F 70 DEGREES F 6:00 PM 84 DEGREES F 62 DEGREES F THURSDAY 6:00 AM 74 DEGREES F 70 DEGREES F 6:00 PM 84 DEGREES F 62 DEGREES F FRIDAY 6:00 AM 74 DEGREES F 70 DEGREES F BRANCH 7:00 PM 84 DEGREES F 62 DEGREES F WITH SATURDAY SATURDAY 6:00 OPERATION AM 74 DEGREES F 70 DEGREES F BANKS 7:00 WITHOUT PM 84 DEGREES OPERATION F 62 DEGREES F BRANCH SATURDAY SATURDAY ALL DAY 84 DEGREES F 62 DEGREES F SUNDAY ALL DAY 84 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: Posnm PRESSURE; NEGATIVE PRESSURE BRANCH DUCT CONNECTION: WITH CONICAL CONNECTION AND DAMPER A 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 i DP DIFFERENTIAL PRESSURE TRANSMITTER eAIR HANDUNG UNIT TYPE CU CONDENSING UNIT TYPE O eEXHAUST FAN TYPE O lO DRAWING NOTE: REFER TO NOTES ON EACH DRAWING ABBREVIATION DESCRIPTION ABBREVIATION DESCRIPTION BTU BRITISH THERMAL UNIT LAT LEAVING AIR TEMPERATURE CFM CUBIC FEET PER MINUTE LLB 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 MME 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 6:00 PM OFF SATURDAY OPERATION 8:00 AM ON SATURDAY BRANCH BANKS 5:00 PM OFF WITHWE SMRDAY OPERATION OFF SATURDAY SUNDAY OFF HOLIDAYS OFF 13 ALL DUCT SIZES ARE ACTUAL SHEET METAL DIMENSIONS. 14 - 59 NOT USED. 60 ROU-7 THE SUPPLY AND RETURN DUCT UP TO THE ROOF MOUNTED ACU. REF I TO DRA�_,NG 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. Q 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. O 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. PROVIDE A ROOF MOUNTED ACU. REFER TO "ROOFTOP UNrr DETAIL" ON DRAWING M1.2. 69 PROVIDE 1 INCH CONDENSATE PIPING. PROVIDE MIRO INDUSTRIES MODEL 1.5 PIPE SUPPORTS. PROVIDE 4'-0" MAXIMUM SPACING. O TERMINATE CONDENSATE DRAINS INTO THE ROOF DRAIN. MECHANICAL -LEGEND, NOTES, SCHEDULES Revisions: Seal: f, � f( 7,A zl�o Consultants: 0 ARCHITECTURAL ENGINEERING INCORPORATE 3442 EAST LAKE ROAD, PALM HARBOR, FL 34& CONSULTING EWNEM (727) 784-1C. CERnFr1TE OF ALIiF[ORIZAMON: FL = W. RONALD MCILVEEN FL PE 3027 OR k �s 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 stdo Ucenes *AA0002S41 WACHlOVlA BANG NATIVE MAST COMMONS PARCEL. 'a LIS RTE 19 SPRINGMI., FLORIDA HEFNANDO COUNTY 4000-S Drava, NoJDate Notes: GENERAL ELECTRICAL NOTES (ALL "E" DRAWINGS): 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 BRI. � 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 DID RS FROM RATINGS ON DRAWINGS, CONTRACTOR SHALL NOTIFY ARCHITECT AND / OR THE ENGINEER FOR APPROP' _: ACTION TO BE TAKEN. 25 PROVIDE APE r<OVED "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. 55 PROVIDE 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 - 69 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. 74 PROVIDE 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 1N KNEE SPACE. 84 COORDINATE LOCATION WITH BANK. MOUNT ABOVE CANOPY CEILING. 85 PROVIDE 3/4" COND1'- 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 LIQUIGTIGHT FLEXIBLE METALLIC CONDUIT. 93 NOT USED. 94 NOT USED. 95 PROVIDE CONNECTION TO ROOFTOP UNITS PACKAGED DISCONNECT USING UQUIDTIGHT 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. 1p1 MOUNT OUTLET HORIZONTALLY. 10 MOUNT THIS RECEPTACLE AND TV OUTLET IN RECESSED ELECTRICAL BOX. LEVITON PRODUCT #4717-RES. 00 2#12, 1#12 G. 1/2"C TO TIME CLOCK. (9 60" AFF TO CENTER - BOX. ELECTRICAL SYMBOL LE01END 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. F8 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 #LLRW 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. 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, JR AS NOTED. SEE GENERAL NOTE 31. 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, WP 18 INCHES ABOVE FINISHED FLOOR, OR AS NOTED. SEE GENERAL NOTE 31. ` 125-VOLT, 15A. 3 WIRE ISOLATED GROUND TYPE RECEPTACLE IN Ili 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, on 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 Mt'YOR. (� PHOTOELECTRIC CELL MOUNT NORTH FACING ON PARAPET WALL PROVIDE TORK #2101 © ELECTRICALLY HELD LIGHTING CONTACTOR. ❑F FILTER MONITOR PANEL, FURNISHED BY MECHANICAL CONTRACTOR. T❑( PROGRAMMABLE TIME CLOCK, FURNISHED BY HVAC CONTRACTOR. SI� SURGE SUPPRESSOR D 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. V DRAWING NOTES SYMBOL ASTB ALARM SYSTEM TERMINAL BOARD EC EMPTY CONDUIT WITH 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. Revisions: Seal: Consultants: 0 ARCHITECTURAL ENGINEERING INCORPORATED 3442 EAST LAKE ROAD. PAWL HARBOR. FL 34685 CONSUL71NG ENGINEERS (727) 784-1472 CUMFICATE OF M>1HOR(1ATM FL 3886 W. RONALD MCILVEEN FL PE 30270 10 E L E M E N T S p► ��� lll« 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 M10M Office 1699 Coral Way suite 503 Miami, Florida 33145 Phone {3Q 858-5858 Fax 305 858-5£--0 DrawkV Nwt)ete 02.05A8 EO.1 Pi,'ZOJ NO. 07-011 /OS 126 DrawiiN>g Tided lelDlrN wn by NEE EiECTRUCAL- LEGEND,NOTES,SCHEDULES SEAL EEC NE 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. 1 I BUILDING STEEL i I 1 #1 /0 IN 3/4"C GROUND LUG G 1 #1 /0 IN 3/4"C GROUND CLAMP ON WATER MAIN 1#1/0 IN 3/47C--� U THREE 3/4" X 1 W-W COPPER CLAD GROUND RODS DRIVEN 10'-0" APART TO 6" BELOW FINISH GRADE EO.2 / SCALE: NI S PANEL SCHEDULE PANEL: A LOCATION: ELECT. RM VOLTS: 208Y 120 PHASE: 3 WIRE: 4 HERTZ: 60 M.BREAKER: 300 MAIN AIC: 22K AIC BR.AIC: 22K AIC ENCL-NEMA 1 MTG.: SURFACE I400 AMP, GROUND BAR, ISOLATED GROUND BUS DESCRIP. OF :BRANCH BREAKER VA PHASE CKT CKT VA PHASE ;BREAKER BRANCH (DESCRIP. OF LOAD SERVED W I 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 _T 400 - — - 1,40011 1 3 2 11,240 4 - - - 1- 1,240' - ------ 20 -- - - -- -- - 8 -- * -- 'SITE LTG- --- OFFICE LTG 12 * 20 1 i 1,4001 5 6 1,240. 20 2 8 * ! SITE LTG. CANOPY LTG 12 * 20 1 760i 7 8 1.240 -- --- -- -- '--- LANE SIGNS 12 * * 20 20 1 1 ! 4001 ! 5001 9 1 11 i 10 ' 12 2001, 20 1,000' 20 1 11 12 * * 'EXT. LTG 'SIGN LIGHTING CONTROL 12 12 SPARE 20 1 113 14 1,000 20 1 12 1 * SIGN SPARE 20 1 ': 15 16 1 1,0001 20 1 12 * :SIGN SPARE 20 1 1 i 17 19 18 20 1,000'. 20 20 1 12 * ;SIGN SPARE 20 1 :SPARE FILTER CONTROL 12 * 20 1 5001 21 ! 22 20 1 'SPARE EF-1 & EF-2 12 * 20 1 500i 23 24 500 20 1 12 * :DRIVE THRU UNIT ACU-0 --_ - -- 4 - -- * -- 60 -- 3 -- 5,660! 5,660 I 25 27 26 28 200 _ 2,...... 000 . - 20 30 1 1 12 10 * * DRIVE THRU BLOWER VAT UNIT 30 --- -- -- -- -- 5,6601 29 30 2,000 30 1 10 * ;BLOWER VAT 30 ACU-L 4 * 60 3 5,6601 1 31 32 1,000: 20 1 12 * BLOWER VAT 21 --- -- -- -- _-- -- _- -- -- -- 5,6601 5,660; 33 35 ! 34. 36 1,000! 20 _ 1,0001 20 .. -1 -- 1 12.. 12 * * BLOWER VAT BLOWER VAT 21 ...-. 21 ACU-T 4 * 60 3 5,660' 37 38 2,400: 30 1 I 10 * 'DRIVE THRU UNIT --- -- -- -- -- 5,660 39 40 2.�0', 30 1 10 * ;DRIVE THRU UNIT -- NOTES: 5.660: 41 -- -- -�PHOW V18.140' 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 42 7,080� 7,840. 2,400! 30 1 10 9,140 TOTAL VA%PHASE 'DRIVE THRU UNITTOTAL PANEL SCHEDULE PANEL- B LOCATION: ELECT. RM - VOLTS: 208Y 120 PHASE: 3 WIRE: 4 HERTZ: 60 M.BREAKER: 150 225 AMP. GROUND MAIN AIC: 22K BAR, ISOLATED GROUND _ AIC BUS BR.AIC: 22K AIC ENCL:NEMA 1 MTG.: SURFACE _ i DESCRIP. OF BRANCH BREAKER i. VA PHASE CKT CKT VA PHASE !BREAKER BRANCH (DESCRIP. OF i LOAD SERVED W C A P I A I B i C NO. NO. i—A 1 B I C A P W C LOAD SERVED REC - OFFICES i 12 * 20 1 1 1,0801 I 1 1 2 1 3601 1 20 1 12 1 * IREC - DRIVE THRU REC -OFFICES 1 12 * 20 1 ! 1,0801 3 I 4 1 1,5001 1 20 1 12 * (REC - COPIER REC REC - LOBBY - ELEC. RM ! 12 12 * * 20 20 I 1 1 ! 3601 ; 1,0801 5 1 7 ; 6 8 i 1 3601 _ 1 i 5401 20 ! 20 1 1 12 ! 12 ! * * !REC -EXTERIOR (FAX %COPIER REC - AHD RM 12 * 20 1 1801 9 10 ; 600� 20 1 12 i * ;REC -TELLER AREA REC - DATA RM 12 * 20 1 3601 11 ' 12 ! I 720' 20 1 12 * i REC - TELLER AREA AHD POWER I 12 * 20 1 1 1,000; 13 1 14 1 3601 1 20 1 12 I * iTELLER MONITOR REC - DT TELLER 1 12 * 20 1 900! 15 16 54U! 1 20 1 12 i * :REC - ASTB SPARE i 20 1 i 1 17 18 1001 20 1 1 12 ':, * ':ARM -SURROUND REC - ATM I 12 * 20 1 360 i 19 , 20 , 720 i 1 20 1 12 ' * (REC - VCR MONITO REC REC - TELLER UNE; 12 - TELLER UNE 12 * _ * 20 20 I 1 1 ! 5401 —1 3601 1 21 23 T 1 22 24 1 ! I 180' i 20 1801 20 1 1 12 12 ! * * (REC (REC - - DRIVE THRU--,, DRIVE THRU RECIRC PUMP i 12 * 20 1 1001 1 25 1 26 3601 20 1 12 * (REC - DRIVE THRU REC - JAN/BRK/RRI 12 * 20 1 j ; 1,0801 1 27 1 28 i 1 20 1 !SPARE REC - EWC EF 12 * 20 1 i i 1 1,0001 29 1 30 1 i i 1 801 20 1 12 1 * ' REC - DRIVE THRU REC - BRKRM IV i 12 * 20 1 _ ' --7201 1 -- 31 32 1,5001 -20 1 12 * 1 WATER HEATER REC -- BRKRM CTR 1 12 * 20 1 1 :1 ' 3601 1 33 34 i i 1 20 11 ;SPARE i REC - 'REFRIG ! 12 * 20 1 ' I 7501 35 ! 36 i 20 1 ; ?SPARE REC - MTH 1 12 * _ 20 ' 1 1 7201 _ _ _ _37 38 80 3 3 * i TVSS DATA RACK i 12 * 20 1 1 39 1 40 DATA RACK -UPS ! 12 * 20 1 1 ' 1,000i 41 42--- NOTES: TOTAL VA PHASE 1 4,3401 5,1401 4,55011 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 1,7201710TAL VA PHASE i 2 � I PH,T. A e ,I T i I 1 ST FLOOR �LJ L L 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) NEC MIN (KVA) LTG (3.5 VA/SF) 14 REC 38 HVAC 54 LIGHTING (25%) 3 LARGEST MOTOR (25%) _______14 123 SERVICE ENTRANCE CONDUCTORS: NEC (MINIMUM) 123 KVA (341 A) ACTUAL INSTALLED 151 KVA (420 A) COORDINATE METER REQUIREMENTS WITH WITHLACOOCHEE RIVER ELECTRIC COOPERATIVE. O420A SERVICE LATERAL: 4#600MCM THWN/THHN CU, 3-1/2"C. O4 SERVICE GROUND: SEE "SERVICE GROUNDING DIAGRAM" THIS SHEET. O TVSS / SURGE PROTECTION: LIEBERT SERIES LM125120Y ANSE-WNA. �6 TVSS CONDUCTORS: 4#3 THWN/THHN CU, 1 #3 THWN/THHN CU G, 1-1 /2"C. O- O NOT USED. 10 SERVICE ENTRANCE TROUGH: 8" X 8" X 48" WIRE USE INSULATED POLARIS TAPS FOR PANEL "A" & PANEL "B" FEEDER CONNECTIONS AND GROUNDING ELECT;; _ CONDUCTORS IN WIREWAY. 11 300A FEEDER: 3#350MCM THWN/THHN CU, 1 #350 MCM THWN/`fHHN 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: �f h� If 4 I /,J Consultants: ARCHITECTURAL ENGINEERING INCORPORATED 3442 FAST WE ROAD. PAW HARBOR. FL 34685 CONSULTING ENGINEERS (727) 784-1472 CERPMATE OF AUTHORIZATION: FL 3886 W. RONALD MCILVEEN FL PE 30270 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: CONDUIT IN WALL ■13 TO SMR TRANSITION E TELLER WORK ROOM �.3 SCALE: NTS 1" METAL CONDUIT FROM ALARM CONTROL CABINET TO 4"X4"X2 1 /6" DEEP JUNCTION. BOX (ALL BY ELECTRICAL CONTRACTOR) INTERBOLD TO PROVIDE FLAT COVER WITH TAMPER SWITCH. V JUNCTION 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, ( � ) 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. KbATM ELEVATION �-3 SCALE: NTS 6" x 6" x 4" DEEP RECESSED BOX FOR CONTROL PANEL. — e x C x g uttr Ktt ftzQGu BOX FOR AUDIO PANEL. 4--Y4 C. SURFACE METAL RACEWAY AND BOX (-Tye''•) VC TO * ABOVE DRIVE THRU CANOPY CEILING 1 "C TO ABOVE r 1ril Wr_ 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 r4 ®RN&UP TELLER — 6" ; x 6" x 4" DEEP RECESSED BOX FOR CONTROL PANEL. i LIGHTING FIXTURE SCHEDULE SYMBOL LAMPS FIXTURE BASIS OF DESIGN REMARKS QTY TYPE DESC. MTG. VOLTS VA MFG. MODEL A 2 ELECTRONIC GRID 120 56 LITHONIA 2RT5 2 28T5 2' X 4' VOLUMETRIC RECESSED LINEAR FLUORESCENT 35K MVOLT PS95S FIXTURE. STEP DIMMING BALLAST. 85CRI LPM835P Al 2 T5 ELECTRONIC GRID 120 56 LITHONIA 2RT5 2 28T5 2' X 4' VOLUMETRIC RECESSED LINEAR FLUORESCENT 35K MVOLT PS95 FIXTURE. 85CRI LPM835P A2 2 28W / T5 IELECTRONIC GRID 120 56 LTTHONIA 2RT5 2 28T5 2' X 4VOLUMETRIC RECESSED LINEAR FLUORESCENT f 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 2W T8 ELECTRONIC GRID 120 64 LITHONIA 2SP8G 232 4 FLUORESCENT TROFFER. 35K Al2.125 LENS. PAINT AFTER FAB. 85CRI 120 GEB B1 2 ELECTRONIC GRID 120 64 LITHONIA 2SP8G 232 SAME AS TYPE "B" EXCEPT FIXTURE TO BE PROVIDED 35K Al2.125 WITH SELF—CONTAINED EMERGENCY BATTERY 85CRI 120 GEB EL INVERTER RATED FOR 1-1/2 HOUR BACK—UP. C 1 mw7TT ELECTRONIC RECESSED 120 32 PEACHTREE PSCFTU-4132— 4" SQ. FLUORESCENT DOWNUGHT. CLEAR REFLECTOR. 35K C=PG PRISMATIC GLASS. 82CRI E 2 32w 778 7ELECTRONIC SURFACE 120 64 LITHONIA C 232 120 GEBI 4' FLUORESCENT STRIP FIXTURE. 35K i I 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. i 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 8W 75 ELECTRONIC GRID 120 28 ELLIPTIPAR F 21O T128 L RECESSED ADJUSTABLE FLUORESCENT. 35K 021 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 DOWNUGHT WITH PAINTED SILVER METALLIC FINISH. N -- LED --- RECESSED 120 8 TRAFFIC 617 LED — OC OPEN CLOS 0 S S. Fl RES E T 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 FIR WET LOCATIONS. SEE SHEET A4 FOR LOCATIONS. SYS., INC. OA 1 40OW MAGNETIC POLE 208 450 MCGRAW GSM—AI-400—MH— PROVIDE WITH 30' CONCRETE POLE MH I EDISON i MT—FT—FG—WH (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. Notes: Revisions: Seal: Consultants: ARCHITECTURAL ENGINEERING INCORPORATED 3442 EAST LMCE ROAD. PALM HARBOR. FL 34685 CONsuLnNG ENGINEERS (727) 784-1472 CERIIFMTE OF AUTHORIUMON: FL 3886 W. RONALD MCILVEEN FL PE 30270 iZEPHYR PARCEL ti - UM Q I Notes: Revisions: 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" O.C. A CONDUIT AS REBAR REQUIRED 3" .• 3" 314= •.. NOTE: ALL CONCRETE WORK SHALL CONFORM TO DIVISION 3 OF SPECIFICATIONS SCHEDULE HT. A B C 30, 8'-0" 2'-6" 8 r3-"**-N ' POLE BASE DETAIL E2 SCALE: NTS A f i -" PROPERTY LINE (TYP) r i i yi-71 OA j II j i 1 OA ` OA .. _..._OAr - I T ' - CM I r j i WITHLACOOCHEE TRANSFORMER (COORDINATE) I jai i ;K 4 Seal: fYi/} Consultants: 0 ARCHITECTURAL ENGINEERING INCORPORATED 3442 EAST IAKE ROAD. PALM FURBOR, FL 34685 CONSULTING ENGINEERS (727) 784-1472 CERTIFICATE OF AUTHORIZATION:- - FL 3886 W. RON .IS MCILVEEN FL PE 30270 r s 1 E L E M E N T 5 ARCHITECTS -INTERIOR DESIGNERS Tampa Office The Edgewater Building 600 South Magnolia Avenue Suite 150 Tampa, Florida 33606 Phone 03) 3 251-0565 Fox 251-0567 Miami Office 1699 Coral Way suite 503 Miami, Florida 33145 Phone (305) 858-5858 Fax (305) 858-5850 ELEMENTEI Slats Lk wom #AA0002341 I' Notes: Revisions: IG J 89 88 VAULT I 7- I I A--42 75 i i I � I —! 84 A-24 I � 86 � B-2 I A-34 84 O / ---- ` r1 I — i B-28 A-40 B_24 A-26 - -- _ . --- ----- — --- 85 �- 84 -- A-32 86 B-22 I A-38 75 85 B— 26 { 84 A-30 — i 1/4"X 1"X6"CU GROUND BUS ._i jj FLOOR #6 GND — 3/4" C. j GENERAL NOTES: 1. AT EACH TV/SATELLITE DISH CONTROLLER LOCATION PROVIDE II �� JB IN WALL W/ 3/4 CONDUIT. STUB 6 ABOVE FINISH CEILING. U 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 r TO BE INITIATED 60 DAYS PRIOR TO SERVICE. WACHOVIA SERVICE f REPRESENTATIVE KAREN NOTT # (704) 383-8226. rl NOTES•62' X 2' X 3 4" PLYWOOD BOARD FOR SATELLITE EQUIPMENT. MOUNT TOP '--0" ABOVE FLOOR. i PROVIDE 3/4"C. WITH RG—fi TEFLON CABLE Wf5' SLACK AT EACH END TO THE TV OUTLETS AND SATELLITE DISH CONTROLLERS SHOWN ON THE PLANS. � ELECTRICAL CONTRACTOR IS TO PROVIDE GROUND LUG ON BUILDING STEEL AND RUN GROUND WIRE AND CONDUIT TO SATELLITE TERMINAL BOARD. O PROVIDE 2"C TO ROOF MOUNTED SATELLITE DISH. 0 PROVIDE AND INSTALL 3 @ 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. SATELLITE CONTROL SWITCH BY OWNER. NOTE: 1. AT EACH PHONE/TERMINAL LOCATION PROVIDE JB IN WALL W/ 3/4" CONDUIT. STUB 6" ABOVE FINISH CEILING. KEY NOTES: U1 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. �2 4' X 4' X 3/4" PLYWOOD BOARD FOR TELEPHONE EQUIPMENT. MOUNT TOP 6'-0" ABOVE FLOOR. 3 NOT USED OELECTRICAL CONTRACTOR IS TO PROVIDE GROUND LUG ON BUILDING STEEL AND RUN GROUND WIRE AND CONDUIT TO MAIN TELEPHONE BOARD. O DUPLEX 120V, 20 AMP RECEPTACLE. MOUNT 18" AFF FLUSH WITH WALL. 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 3C .."!0 if —L!j c-•-._l r-- f s i?.:;i E-14.1 Notes: Revisions: Seat Consultants: 0 ARCHITECTURAL ENGINEERING INCORPORATED 3442 EAST LACE ROAD, PALM HARBOR, FL 34685 CONSULTING ENGINEERS (727) 784-1472 CERTIFICATE OF AUTHORIZATION: FL 3885 W. RONALD MCILVEEN FL PE 30270 Notes: Revisions: I MOUNT PHOTOCELL FACING PARAPET W 0 r I 0 T _�� �AYA i14 1 OPEN/CLOSED SIGNS CANOPY SITE Om OFF LANE 1 LANE 2 LANE 3 LANE 4 OVERRIDES 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 E2.1 SCALE: NOT TO SCALE A-11 LIGHTING CONTACTOR NO. MAXIMUM VOLTAGE POLES TYPE COIL CIRCUIT SWITCHED CONTROL MECH LCA 208 6 HELD 120V A-3,5 SWITCH MECH A-7�g 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 HELD 120V A-2,4,6,8 PHOTOCELL ON AND OFF ELEC TIME CLOCK OFF LCE 208 4 HELD 120V A-10,12,14,16,18 12AM TO 5AM Vr LAI/ VLVJ4V JIV1'1 v+ LIr/ -JI%711 FI PHOTOCELL L PC T11 TELLER WINDOW y _<y 0LC ON Y LIGHTING CONTROL RELAY LCR 1 CANOPY LIGHTING T j TELLER WINDOW LCR2 1 " MID') --� 6 LC 1/2 SITE LIGHTING OPEN/CLOSED SIGN nA4 n 4 /n"n ,1 /2"C 0 1 )TE 2 Seat Consultants: ARCHITECTURAL ENGINEERING INCORPORATED 3442 Mr LAKE ROAD, PALM HARBOR. FL 346BS CONSULMNG ENGINEERS (727) 784-1472 CERnFICATE OF AUTHORIZATM FL 3886 W. RONALD MCILVEEN FL PE 30270 ago� 1♦ 10 ♦ ♦1 E L E M E N T S a o � 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 Fax (305) 858-5850 1 /2 SITE LIGHTING __17�g S Lbsaee #AAODO�f 2"C TO PANEL A IL i ; , - �' ! �- ;,'.!' 3 7 LC NOTES: III I IIIjrl� �� I IN \ I r, / ! ! _A LJ �! I BUILDING/FLOOD LIGHTING 0 ! 0 i BLOCKS AS REQUIRED. WACHQVfA - ZEPHYR COMMONS ! i ! 2. PROVIDE 3-POLE RELAY WITH 120V COIL pgRCp„ g E i I i --I IN NEMA 1 ENCLOSURE. (MAY BE MOUNTED US ROLTM 301 FF ICE I! ! IN "LTB" IF SIZE ALLOWS). ZEPHYRHLLS, FLORIDA i ) I 107 I I, 106 I , © S DrawkV No.1Date I f I ! I 4 8 11LC n • I , -4-, A � I; BACK HALL LOBBY LIGHTING � �_♦ E2.1 A �� 1 I ' I SCALE: NOT TO SCALE #'ROJ NO. 07--?1/48126 1 i 3 NG COWROL ©rawinp`Mde/Scale/€ mwn by e E2.1 SCALE: NOT TO SCALE El ECTRIICAL I FLOOR PLAN �_ _ ELECTRICAL - LIGHTING FLOOR PLAN _ , - 50AL E: 1/4 - NORTH SCALE: 1 /4" = V_0" i ,� l JAN. ELECT. 117 FT511 i Notes: Revisions: TO Ij/ 1 TYPE AQ 20 ply I { I Jlll Iw �1 ' }l ' If i If ' OFF CE L�1_08_' I f TO 02 1 TYPE 0 C TO 1D �_e 1 TYPE BB i ) 4" CONDUIT COVE CEILING ITO E A- 3 T�PE AO 0 0 j� s TO j2 iD jl EiI 3/4"C. F0h AUDIO AND CONTS PE © I TOO I RUN TO JB-1 I 21 3F I 1 1 TYPE © I TYPICAL FOR It DRIVE THRU Ul 3N 5 4 ' 3D 3/4 C. FOR VIDEO, !RUN TO VI f TO <D2 , TYPICAL FOR 4 DRIVE THRU U 3 TYPE© TO JB ,-1 .I 2 TYPE 5 3N ` -- - TO - --- - --- -- - - 3G 1 TYPE -- -------- -- ❑ ------ - - -- --- ----_ 0' � . UNDERGROUND CONDUIT VIDEO JB; - - - - 19 2 TO 02 r 3G TYPICAL OF 4 O GN - -- - -- 1-1 /4"C. TOO - O J 1 TYPEnC 000 (3) 1" CONDUITS 3E TOO2-05 u' ' TO ABOVE CEILING iclYPE MC i TO JB-1 2 TYPE-2_. TYPE_-- --- --- .� _ _ O 3N I - i , 1 TYPE 4 15 3G 12 21 ' 5 3N ' TO I + I I CT =� -�r=--------- -- ------ - �'' I i 1j i i \ CG"jPvC` I{ !I ' I 103 l 1---� I ,III TQ Imo/ i 1 TYPE © i 2 TYPE 6 8 1 TYPE A V,=AO L T i •I ;I i; I TYPE ;j I �L1T I I•, {i iI I 7 .ICI I it I li yl , OF;= iCE ; I I ,05 !I n, Imo- i I � I .�E . I 0. 11 1Cr I 106 j 5 E I n5 i REFER TO DRAWING E3.2 FOR SECURITY SYSTEM NOTES 'lJi I ! I ❑I � � I � f EL NORTH ECTRICAL SECURITY FLOOR PLAN SCALE: 1 /4" = V-0" Seal: �f� i Consultants: © i ARCHITECTURAL ENGINEERING INCORPORATED 3442 EAST LAKE ROAD. PALM HARBOR. FL 34WS CONSUL71NG ENGINEERS (727) 784-1472 CERTIFTCAIE OF AUTHORIZATION: FL 3886 W. RONALD MCILVEEN FL PE 30270 Ij III. ♦ ,� 1 ,� E L E M E K T 6 I ARCHITECTS INTERIOR DESIGNERS Tclmpa Office The Edgewater Building 600 South Magnolia Avenue Suite 150 Tampa, Florida 33606 Phone �813 813) 251-0565 Fox 251-0567 Micmi Office 1699 Coral Way suite 503 Miami, Florida 33145 Phone (305) 858-5858 Fox (305) 858-5850 ELEMENTS State Lkxmm #AA0002341 - -- ! WACHOVIA - ZEPHYR COMMONS PARC M S US ROUTE 301 ZEPHYRHLLS, FLOFI DA IDMW V HDAMte E3.1 FRo.1 NO. 07-011/08126 Drawing $=bAD wn by I ELECTRICAL SECURITY FLUOR PLAN 50ALE: 1/4"=1'-0l' I f i Notes: DATA CABLING 120V 20A SINGLE 5-20R W/IRUE ISOLATED GROUND CIRCUIT B-16 MODULAR DATA JACK BOX REQUIRES 1 IP CONNECTION-- I AND 1 ANALOG LINE. BY OWNER 5'-0" AFF WIRE GUTTER PULL BOX 12" X 24" BY CONTRACTOR DMP XR500E SECURITY PANEL 18" X 30" BY OWNER I E3.2 / SCALE: NTS 2" ALARM CABLE CONDUIT BATTERY ENCLOSURE 18" X 30' BY OWNER KEYPAD e CEILING 6'-Ow SECURITY SYSTEM NOTES 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 JUNCTION 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. a4nac eouIPMeNr 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 CONNECTIONS FOR A COMPLETED SYSTEM. CONFIDENIIALTTY 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. T PE I SECURITY SYSTEM OUTLET BOX ND (1 ALARM SYSTEM TERMINAL BOARD 0 IT RACK BY OWNER 39 NOT USED Fil ® 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, 3/4"C. 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. © ® 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.. 0 NOT USED. C� ® NOT USED. 3L 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. © © TELLER LINE CAMERA - MOUNTED IN CEILING. NO BOX REQUIRED. © 04 DRIVE/THRU TELLER CUSTOMER UNIT MONITOR - 4X4 BOX NTH 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. O HOLD-UP BUTTON - WIRELESS ® VAULT VENTILATOR DURESS ALARM. PROVIDE 1/2"C FROM UNIT TO ABOVE CEILING. © O7 i VAULT SOUND DETECTOR - 4X4 BOX WITH 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. © 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/eC. 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. 3/4"C. TO ABOVE CEILING. © 13 ROOF HATCH CONTACTS - 04 BOX WITH COVER MOUNTED ADJACENT TO ROOF HATCH. ❑B 14 SAFE - 4X4 BOX WITH 2 GANG PLASTER RING MOUNTED ' �" AFF. 3/4" FLEX TO SAFE. 3/4"C. TO ABOVE CEILING. 15 POWER RECEPTACLE AT JB-® 4X4 BOX WITH 1 GANG COVER MOUNTED 18' ABOVE DRIVE/THRU COUNTER TOP TO THE RIGHT AND/OR LEFT OF JB® . FBI 16 MSK KEYPAD - 4X4 BOX WITH 1 GANG PLASTER RING MOUNTED FLUSH WITH WALL 5e AFF. 3/4"C. TO ABOVE CEILING. © 17 WALL MOUNTED MOO ITOR SECURITY - 4x4 BOX NTH -GANG PLASTER RING MOUNTED 90' AFF. 3/4 C ABOVECEILING. MOUNTDOUTLET HORIZON ALL 0 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. �A 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. 3/4"C. TO ABOVE CEILING. ELECTRONIC SECURITY AND SURVEILLANCE CABLE SCHEDULE -CABLE TYPE DESCRIPTION BELDEN # CSC # nA PVC #22 GAUGE, 4 CONDUCTORS. STRANDED. 6502UE FOIL SHIELD WITH DRAIN, COLOR CODED. B� 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 NTH DRAIN. WI ® NOT USED Q NOT USED Q 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. Revisions: Seal: Consultants: 0 ARCHITECTURAL ENGINEERING INCORPORATED 3442 EAST LAKE ROAD. PALM HARM FL 34685 CONSIXI NG ENGGIEERS (727) 784-1472 CERTIFICATE OF AUTHORIZATKft FL 3886 W. RONALD MCILVEEN FL PE 30270 Now00, � e �r`at as �! ®� t 11�► �s *10 E L E M E N T G 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 NAietmi Office✓ 1699 Coral Way suite 503 Miami, Florida 33145 Phone (305) 858-5858 Fax (305) 858-5850