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Home My WebLink AboutBarnett Bank 47751CHECK LIST ^y PRO 88-0554 Project l7asm: BARNETT BANK (BANKING 1ST FLOOR) PHASE I. II ITT" (ARCHITECT) 354-7728/BEN OBREGON 878-2111 ** Architect: SAXELBYE POWELL/ROB RTS PONDER ?h:(904) 354-7728 _ Contractor: Trunci R. not nniw Ph: nn(904) 791-5320 Owner: BARNETT BANK OF U. LIJUE CO. Ph: (904) 878-2111 Address: 900E PRIMA VISTA BBLVD PORT ST LUCIE FL Occupancy Classification: Type of Construction: Height and Area: Occupancy Requirements per Chapter IV: /S6 Construction Requirements Fire Protection: Egress Requirements: Sprinklers 6 Standpipea Combustible Materials - Interior Roof Coverings Light - Ventilation - Sanitation Handicap i.equitc-=nts Plans sent to Fire Dept. - Date: / - :22- F'5' Approved: Plot Plan Cbeck Water GDU Ener; Code HEALTH DEPT. Seger #23072 & 23142 Paving 6 Drainage approval by Engineering Dept. Special Conditions prior to issuance Threshold Affidavit/Before Issuance Affidavit )CIE COUNTY PERMIT '3LICATION r CODE ) SEWAGE PERMIT NO.411-2- N FOR PERMIT TO CONSTRUCT L,` -' Ie�S�7e� LOCATION/ADDRESS: �100 5 l�S21NA VISE T�I.Vt� ��/¢S� 1, ,� 1 DESCRIPTION hF-P- biT O'j'`He O �1: uC` `7 A)r X I 7-0 LA I 44 a r- V( Z o:L i+ �AD IMPACT: TRICT _C ! ��,- 6 BONE FEE ? 7 .-, MAP # FLOOD ZONE ELEV LOT BLOCK SEC ^ �/VP �G' RGE �!�! i ROPERTY TAX ID„�+ 215 �OOO�i' 000-1 ;. 41q_ 52S _ DOOl — 10�-Gj LOT SIZE/DIMENSIONS 19LiS X%9/-Cl0/(9*(>X,27/-dZX 3074I� 4ST COST 3cN SET BACKS: FRONT 114"per REAR O -0 SIDE 20-d' SIDE SOt'O� SO FT BUILDING: LIVING /A.REvA 4 n, �._ACCESSORYI ARCHITECT: NAME�VAL— A&C- &V1J kfL �PHONE 10413154-�1'126 ADDRESSG&L )-''. �-L�- CITYJ1E ST ZIPU CONTRACTOR: STATE REG/CERT M GD�iB�il'�i COUNTY CERT ° '901"Jf fl_ /n1 L NAME � S S�P� ADDRESS iq u VlirlTY _ _ STAT7_IP PHONEgD�iL'�2�12 1� vv E Vl ( �-R lllrer-3SY- 77,-) d' ; OWNER OF NAME PROPERTY: nn pp I ADDRESS &QAt�& U�s111 D{Vii ____ PHONE-0-5)-1326-21_1 CITY �U� STATE ZIP 2�L--- STATE OF FLORIDA, COUNTY OF ST. LUCIE i Before me, the undersigned authority, personally appear who upon being duly sworn, deposes and says that the information Soi d i tion is true acid ,correct. App ' ant Sworn to and subscribed before me this day of "' 19 /i SCHOOL IMPACT FEES I Required ❑ IKes ❑ No D No ry Public, Sf a of Florida at Large Amt. Pd r/ _ is My Commission expire c l ' Date Pd a 4' N 75dam„ _ E i•nVICE �in13 I Et F58 15 June 1988 Mr. Dick Van Doren Chief Building Inspector St. Lucie County 1200 Virginia Avenue, Room 201 Ft. Pierce, FL 67502 RE: Barnett Bank of /St. Lucie County Prima Vista Office Project No.: 87502 Dear Mr. Van Doren: SAXELBYE. ROWELL. ROBERTS 6 PONDER INC ARCHITECTURE • PLANNING • INTERIOR DESIGN Pursuant to our phone conversation on Monday, 13 June 1988, Saxelbye request a change in the. rating classification for referenced building from Type IV Protected and Sprinkled, to Type IV Unprotected and Sprinkled as defined in the Standard Building Code 1985 Edition. It is the writer's understanding from the referenced communication that said change in classification is allowed for this project and provides for the elimination of the rated ceiling above the general tenant space as currently indicated in the Construction Documents. We further understand that separate tenant spaces shall conform to the tenant separation requirements as stated in the referenced code. The foregoing constitutes our understanding of the issues discussed. If there are additions or revisions to the items as stated, please contact the undersigned. Yours truly, Ben Obregon Project Manager BO:ls DISTRIBUTION: Jim France Mike DeLoney J. Patrick Fugeman Kim Larsen Gary Mahan BO File SUITE 400 • THE SAXELBYE BUILDING $ 0 201 HOGAN ST 0 JACKSONVILLE. FL 32202 0 904/354-7726 C, I r� . ST. LUCIE COUNTY PERMIT APPLICATION , PERMIT NO. 7 7S (CODE $k ) SE'_` -PERMIT NO. APPLICATION) FOR PERMIT TO CONSTRUCT Z��3L_ ° 1' JOB LOCATION/ADDRESS: VIS f3L.U�%p 141�s CT LEGAL DESCRIPTION h� ale-��+`$� _ C X I O L1 S r eAa6 V ��T AOF ROAD IMPACT: DISTRICT _ ZONE - S/D _*' (-AA MAP # LOT — BLOCK UNIT_ SEC __ PROPERTY TAX ID 7A- o/-FcEE FEE kL�uutt�u FLOOD ZONE_. ELEV -1 TWP , RGE _ ZONE G Q GMPP LOT SIZE/DIMENSIONS °S F E S 1 T r f t AN - SPA I;' C A b EST COST !�"®�— �tr11 11 1 N 1 It i a SET BACKS: FRONT Alh_-sue+—_— REAR �L 0 — Q SIDE 2 - ®— SIDE SQ FT BUILDING: LIVING AREA 4 —ACCESSORY I \ , ^- ARCHITECT: NAME6_,Ay.1' E..L'5�'A-UIl' �ol�Cv t I flr __._- PHONE L104)55a ADDRESS CITY JAB'with ST ZIP G01_M CONTRACTOR: STATE REG/CERT II#�ry1�y��Gfl�3B_�� — COUNTY CERT NAME ILI YG1 ADDRESS J34 �'1 Y1�71 Idt !?20 CITY ((e STATE ZIP PHONEgo'\791-3Z 0 0//,reer—,as -77�c�� OWNER OF PROPERTY: NAME L 1' M. ADDRESS"I//�� ODI< .41A NIS Vii PHONEID'i)010-211li CITY Vb _YT__7— STATE ZIP J3�y2 STATE OF FLORIDA, COUNTY OF ST. LUCIE _ h 0 Before me, the undersigned authority, personally appear being duly sworn, deposes and says that the information cont i di. roir I mj,�'!cation is true a Ap ant ?' Ibrn to and subscribed before me this day of / SCHOOL IMPACT FEES Required Yes No p [t ry Public, St of Flori ja at Large Amt. Pd r£gmmission expi �✓ p �eJ�.*^�7-rr-•..' Date Pd x:_: i Y ST LUCIE COUNTY i.`. .ROAD IMPACT FEE CALCULATION FORM Name of FeeP Y a er JL X-4- Address JeE1}_c�yL�v_ .. Date _r/1/�_ _ Permit Road Benefit /and Collection<Zone 0 ' The impact fee calculated herein has been determined based on the fee schedule adopted in St. Lucie County Ordinance 85-10, effective February 1, 1986. - - - - - - - - - - - - - - - - - - - - - - - - - - - IMPACT FEE CALCULATIONS LAND USE- FEE PER TOTAL TYPE UNIT IMPACT FEE R 4 UNITS ................. F 0 SQ FT (1000)........... Aq 0 PARKING SPACES ........ 4 STUDENTS ............. "oo -4 { 4 *FORM FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION SECTION 5 e BUILDING DESIGN BY COMPONENT PERFORMANCE APPROACH 500.8 6 ACNINISTERED BY THE DEPARTMENT OF COMMUNITY AFFAIRS !1AI s un un AN n= e 1 n= UTI A 1 ISI In fl1rJ(]S raeea cm 4% AV^IIQIIV�I• IIGJIVVI�I I.+r.-..ter .ter.• PROJECT NAME: *\2111'Ol WIV -Y?IM j- .. ..... .. ZONE: 651 ADDRESS: Vb BUILDING CLASSIFICATIONS : CITY ZIP CODE: G f.U_(I F't _ BUILDING PERMIT NO.: BUILDER: PERMITTING OFFICE: OWNER: i� G'IJF:S"% ?'�-' t-�' JURISDICTION NO.. I O BUILDING INFORMATION COMPONENT U-VALUE Dtan NET AREA (Square Feet) 5 Concrete Block Structure (CBS) Wood frame -TL 1' U= U= 14 3i� 4-7 U= O.CJ4(� Other `iPr *tOR k-L U= G , p 9" % Other { Under Attic Cavity Single Assembly Other U= D" n I Zi 23 Z U= U= O q4 Total Conditioned Floor Area Concrete Over Unconditioned Space Wood Over Unconditioned Space Slab on Grade U= ©. O U= 7L F�O 5 c Clear Single Glaze Clear Double Glaze Tint Single Glaze Tint Double Glaze Skylights U= 0.(30 U= U= (I 72 O� U= U= U= Other a Wood Metal Insulated Other U= U= U= U= q-7 Z10 W S $ Total Lighting Wattage Total Conditioned Floor Area (aq, ft.) ...... ............................ Lighting Budget Maximum 8Z • (7C>� _ 2 ,7 . 4 J 7 Ci t / = Watts/sq. ft. q- Watts/sq. ft. SYSTEMS INFORMATION AIR CONDITIONER EFFICIENCY (EER) or (SEER ) or (COP ) HEATING SYSTEM TYPE STRIP ❑ HEAT PUMP GAS ❑ OIL ❑ SOLAR ❑ HEATING SYSTEM EFFICIENCY COP. 2- r ` or EFFICIENCY = % (Steady-state) HOT WATER SYSTEM TYPE ELECTRIC HEAT RECOVERY ❑ GAS ❑ OIL ❑ SOLAR ❑ Uo was Allowable 0,'17 Uo wall Actual _(2, ZZ 2 Uo roof/ceiling Allowable O. I O Uo roof/ceiling Actul Uo floor Allowable 37 Uo floor Actual If complying under the provisions of S. 502.1, enter the combined Uo values for the entire envelope in this section. Uo envelope Allowable Uo envelope Actual OTTV wall Allowable — j (�� OTTV wall Actual 27• Z JTTV roof/ceiling Allowable OTTV roof/ceiling Actual�� In accordance with Sectlon 553.907 F_S., I hereby certify that the plans and Review of the plans and specifications covered by this calculation indicate com- apedficationscovered by thi al Iation re In cwrlpliance r h the Florida Energy Dliance with Me Florida Energy Code. Before construction Is completed, this Code, building will be Inspected for compliance In accordance with Section 553.908 F_S. OWNER/AGENT ' Ir '/jj BUILDING OFFICIAL: PERMIT NO. rORM 500-86 CHECKED by SECTION 5 WORKSHEET FOR ENERGY CALCULATIONS BUILDING DESIGN BY COMPONENT PERFORMANCE APPROACH State of Florida Energy Code 1. GROSS WALL AREAS A) WALL TYPE: ME 15CA2ZO7� sq. It. B) WALL TYPE: P''_ ��—� fYt'%M W Ai'�. J� 4'7 2 - sq. ft. C) WALL TYPE: sq. R. D) WALL TYPE: = sq. R. TOTAL GROSS WALL AREA = Z�— sq. k. 2. GLASS AREAS (Includes areas of windows, sliding glass doors, glass entrance doors) m A&& r DC Aun ACCA NV nOWNTATIr1N 3. DOORS (EXCLUDING GLASS DOORS) Z \ C) sq. N. Doorarea In exterior building envelope.................................................................... _ Interior door area separating A/C from non A/C spaces ......................................... DO ....... z sq.ft.DO R. v ^ WALL TYPE GROSS WALL (sq. ft.) GLASS AREA - (sq. it.) DOOR AREA - (sq. ft.) NET OPAOUE = WALL AREA (sq. ff.) A. B. 7 Zo 7 Z (v Z7 C. D. 5. ROOF/CEILING AREA 1. AIR FILMS (LIST AIR FILMS IF USED TO DETERMINE U. VALUES) Wall Raw p6mwl w f wk -,Pei'. t to epee 60 4 MarcO�. i�-�L �I1�lElJS{CN'► rJ OU� W�S� lOC Y,LL D� Y� t+t� %"k Pri;,n.o, Vt 13�ud. ANC pcocpodl rat• as �'bilaws : _ 2?,. �,g. o01E: 22!•01' y�nr,nIV'S (02.22-oaw 11q.�f�' 00 - 0^1- m w 1 o t.c 4 * ACL --._ fZ= +�48$.®0` C. I,C:�}.'Z S ° N 2? • tot- D®W ($ • %►to J�, z q (a 2S ° 'c)k A r C..- 44 2.3 0 _.._ . b, - o't-oc�-1`� IRS 14ti. to �_ ,�?,i(e 1d%`�'�• I.i(aZ-22•D�E =o l/1. c> N.�A.� �Fo r 1 W/.�✓1 t ru.� ,u��.�jto�tivt� Q�__�ti�- `So�..�i �'L�-�K.�l�v�e .t+wt�rt��.c'�-• — �_ =4-1 -e>04, eAS,+ !°fi �a� u� Z07- voo it'S.'zw .�- IS-y�i-i''i. 12:.4D$•i5 b`c`- ''Amato qLf ,� ,;i5oo•D'3.O$ �:_ .►Joo'c�3-oo '� lot9•��t �--A= o?-0(-2$ �: tlti.`o I October 24, 1988 Mr. Joe Klostermann Building Codes Administrator County Administration Building 2300 Virginia Avenue, Room 201 Ft. Pierce, Florida 34982-5652 Re: Building PermitN- 0554 Prima Vista Barnett Bank Office Building Dear Mr. Klostermann: Please accept this letter as authorization to transfer the construction permit for the Barnett Bank building located at 900 Prima Vista Boulevard, Port St. Lucie, Florida from Michael R. De Loney acting qualifying agent for Barnett Banks, Inc. to: M.J. Anderson, Inc. 600 Sandtree Drive Suite 101 Palm Beach Gardens, FL 33410 Barnett Banks, Inc. shall indemnify and hold harmless the architect, St. Lucie County; their agents and employees from and against all claims, dams s, losses and expenses that may arise or result from the jar psfcx—.of this permit. Michael R. De Loney C Barnett Banks, Inc. Certified General Contractor CGC 038713 MRD:jg cc: Jeff Graf John Grzywa Jim France, BB St. Lucie Patrick Fugeman, Saxelbye Mike Anderson, M.J. Anderson Pf-ossy G��,x, g r`-o ssy i �L, Vic ST. LUCIE COUNTY PERMIT rr Ordinance PERMIT NO. APPLICATION FOR PERMIT TO CONSTRUCT APPLICATION JOB LOCATION/ADDRESS: 00 GL-4A VLSTW T3I.U,pJ T 5L, �NV,>, LEGAL DESCRIPTION hAl6' rmAftUo 4 !py �es (N L x I % 0 U S &-JMR& 7 7 U NA — rA ADnIMPACT. UMSTRICT � ��t i'�'� IZONE FEE D l d�[_ Mvb` MAP FLOOD ZONE _ ELEV LOT BLOCK NIT —_--t 3�C f1 =Ti7VP 3(' ROEL t ROPERTY TAX ID # 4.,4iq-515-®Oc'1,-boom .�.41A-/SZti-DOOI -I / Gae 1 CONE t L} PP t LOT }SIZE/ IM NrSIONS 30� A/)� 30/ K 13 , %/ - SET BACKS: FRONT I (�tl REAR 20�1':�t� SIDE 20r'Otc SIDE ! e , c ',Z� E °i /G° f ' �i,t n a c. i�-� L SQ FT BUILDING: LIVING AREA — ACCESSORY ARCHITECT: NAME6AXYaQEtt- 01 2 Yn etr '• PHONE go )..��35d-�' ADDRESS �AN I W en * 4W CITY J� ST -tI . _--. ZIP � CONTRACTOR: STATE REG/CERT # "C0146111 — COUNTY CERT #� 01 NAME M IG11UADDRESS 0? Id n PY PITY AC"((l STATE ZIP — PHONE%_40_1�IZ OWNER OF NAME J�iYne�► 6D �( �7�If �+� �8� QB, 9YI01V_ PROPERTY: yy�� e974 a!/d�� ADDRESS q0d filjWA �IS%x 91vo P H 0 N E �`" CITY YoVT l �VCAe STATE ZIP 44 STATE OF FLORIDA, COUNTY OF ST. LUCIE Before me, the undersigned authority, personally a being duly sworn, deposes and says that the information c '7h fi is true nu1LhINjuii ijLruVU rKUrLhit A review of your submittal ST. LUCIE COUNTY PERMIT APPLICATION will be made for compliance with ST. LUCIE COUNTY Zy v7z P"gc#489. EC 87-03 (CODE # ) SEWAGE PERMIT NO. 5 N�z •_ APPLICATION FOR PERMIT TO CONSTRUCT Q :S; e4f -7;30LR OiWl- _1 13Aw[ _k>4. Fes'=.t JOB LOCATION/ADDRESS: LEGAL DESCRIPTION 5 La 7721Cif(n SJCIJC� S - rL)c _ 7� L it t�76� •} iris+` A+3 &.%7k FEE ti ('Yy S j/ [' V ROAD IMPACT: DISTRICT µ'`A'wcA' )P ZONE 'F FLOOD ZONE ELEV S/D MAP* T SEC S S/7oF Z2 TWP G S RGE / LOT BLOCK UNIT �Y/y- sty 3.ti/I - S xa ' - po `11-SzS-av PROPERTY TAX ID # Le " �+�s�srL$iII ZONE GMPP x91t.lr tZl LOT SIZE/DIMENSIONS '' X '191 oU x ll19'-y4 K -Z'7-t o5 X 3 7 ht X 137,76 EST COST Z S N. qua I SET BACKS: FRONT 17-9 10 i fr REAR _ 1 r b n SIDE 7-6 (D SIDE _S _ 35'1vY Pf o-,wLA fiieC 7G/0aZ //— SQ FT BUILDING: LIVING AREA U 3,s3 y� ACCESSORY ARCHITECT: NAME �AXE`C/`ca [- 7'c� �I 1A-rrT1 PdA.a,Y P}OttE 2"Y-3SY- 77ZX ADDRESS . �� bGnzu cy 7 yaL CITY aVVC0V\h i _ ST F_ ZIP 2 20 CONTRACTOR: STATE REG/CERT # C� L,4/bS C q COUNTY CERT # / to NAME AA- � 1AwOL--"o I✓ T�JC- ADDRESS 600 fAn121 Z tFfii} �' I 1-1 �bNeil Ln 3 b PHOrIE9'-L27-G71/ CITY 7ifl4�?c.d STATE_L�.�ZIP s��c�fr�zT ;Sy-77za I OWNER OF NAME L Sl2uC i1C�C S -- J n� PROPERTY: f _-r�AwZ7�-ulI ADDRESS S. CITY STATE OF FLORIDA, COUNTY OF ST. LUCIE Before me, the undersigned authority, personally appeared being duly sworn, deposes and says that the information container .ic t/ PHONE _ STATE lZIP Sworn to and subscribed before me this AY day of FCC--L. Applicant SCHOOL IMPACT FEES Required ❑ Yes 0 No Notary Public, State of Florida at Large Amt. Pd My Commission expires: Date I'd 3 ;5> a S" ?-- -who upon 19 YO I PLAN, R:VIEW N n_ ruje_t Nama:�p�gC;"—="-r�----------------------- Type of use as - / Jepfined by Zoning Ordinance. a.) Parking: Ratio lu` t0 O 0 Number Required 3o �2 Number Provided 2 O Handicapped Required Handicapped Provided 0`fstreet`LLoading Area? Y:--Y— N: b.) Landscape: Approval X — ' 4��~ S �i Disapproval c.) Signs: Indicated x Not Indicated 19 Note: Separate Permit Required a.) Setbacks: Approval IV Disapproval ine Compliance g Formula Used Y: N: Y: N: ante - Refer Ordinance 87-0 pproval_�[_ isapproval ote: Driveway Permit Required C(v3C r Y: 3 ) Roan Iifipact Pee Y:_+ _ N: -- � 02 ------------r-------------------------------------------- ---- Date In• `, �g�t.�. V_ 1�5 t9vv Date Out • MO-�� k k,(��A- RevieweP:� S I_ ICI L i Ij F SAX E L BYE PC)WELL. Fla - RTS 6 PONDER, INC. ARCHITECTS 6 PLANNERS E 4Dia; rHt SAxELSYE ILDING, B 201 HOGAN ST JACKS�VILLE, FLORIDA 32202 904/354-7728 Y DATE PROJ T �2dd�ld& �. U i5+* ATTN � GENTLEMEN: WE ARE SENDING YOU ❑ Attached ❑ Under separate cover ce�Prints ❑ Samples , El Specifications ❑ Shop drawings � submittal no. Originals , Li COPIES DRAWING O. DATEDESCRIPTION ACTION ? -D S(4 IL E ha n_ Wi I/ n n _. e. L ?,THESE ARE TRANSMITTED as noted t our use equested ❑ For review and common, ❑ PRINTS RETURNED AFTER LOAN TO US .0,YM : . ACTION A- No exception taken B - Make corrections as noted C- Revise & Resubmit U- Rejected REVIEW IS ONLY FOR CONFORMANCE WITH THE DIE SIGN CONCEPT OF THE PROJECT AND COMPL.ILN(,E WITH THE INFORMATION GIVEN IN THE CONTRACT DOCUMENTS. CONTRACTOR IS RESPONSIBLE 10R DIMENSIONS, DETAILS, AND QUANTITIES TO BE CONFIRMED AND CORRELATED AT THE JOB SITE; FOR INFORMATION THAT PERTAINS SOLELY TO THE FABRICATION PROCESSES OR TO TECHNIQUES OF CONSTRUCTION; FOR SAFETY DURING FABRICATION AND ERECTION; AND FOR COORDINATION OF THE WORK OF ALL TRADES. �JtcQ. rAo — BOARD OF COUNTY COMMISSIONERS JL�E BOG N DEVELOPMENT DIRECTOR J. GARY AMENT February 26, 1988 Mr. James France Barnett Bank of St. Lucie County 900 East Prima Vista Boulevard Port St. Lucie, FL 34952 Subject: Status of Barnett Bank, Prima Vista & U.S. #1, Site Plan As per your telephone request concerning the status of the Barnett Bank site plan, please be advised of the following. On Tuesday February 9, 1988, the St. Lucie County Board of County Commissioners adopted Resolution No. 88-38, which granted site plan approval to the project known as Barnett Bank - River Park Office. If you have any questions about this matter, please feel free to contact this office. Sincerely, Donna B. Scanlon Assistant Planner DS/ds Barnett(D5) staff - Current File: Barnett Bank HAVERT L. FENN, District No. 1 • JUDY CULPEPPER, District No. 2 • JACK KRIEGER. District No. 3 • R. DALE TREFELNER District No. 4 • JIM MINK District No. 5 County Administrator - WELDON B. LEWIS 2300 Virginia Avenue • Fort Pierce, FL 33482-5652 • Phone (305) 466-1100 Director: Ext. 398 • Building: Ext. 344 • Planning: Ext. 316 • Zoning: Ext. 336 • Code Enforcement: Exr. 317 i SAXELBYE vet., r f; veCc SAXELSYE, POWELL, ROBERTS & PONDER; INO, ARCHITECTURE • PLANNING • INTERIOR DESIGN 28 September 1988 Mr. Ray Kessler Plans Examiner County Administration Building 2300 Virginia Avenue Room 201 Ft. Pierce, FL 34982 RE: Barnett Bank of St. Lucie County Prima Vista Office Project No.: 87502 Dear Ray: Thank you for taking the time to advise me on the status of the Plans Review of the Barnett Bank at Prima Vista Boulevard today. Pursuant to your comment regarding the completion of the rated stair enclosure at the front stair (Stair No. 1), I enclose the revision we discussed to this stairwell wall. You will notice that the rated wall extends to enclose the fire riser on all floors. My plumbing engineer advised that as a similar consideration to keep the fire riser within the rated stair enclosure we may wish to have the pipe moved slightly so that it is completely inside the stair enclosure and exposed. Either condition would be an acceptable consideration to our office so that it would satisfy the Fire Marshal and your office. We have included the sketch transmitted by this letter in our Contract Documents. If we can answer any other questions regarding the drawings or if you need any further assistance, pleolk don't hesitate to contact me on this matter. You r§e-t' )y, J. Pa 4 ugF � eman, A A `�/" Exec ive Vice Presid nt Proj t Manager JPF:ct Enclosure cc: James France Michael DeLoney Steve Gartman Stan Mazza SUITE 400 0 THE SAXELBYE BUILDING 0 2O1 HOGAN ST. 0 JACKSONVILLE. FL 32202 0 904/354-772B 1 ' �...-.. ..,...._......._.r.. .. Ira \yf�rl N 1 Y 0 , IOI/Z� I 2 GA -- n FACE OF�� n a MULL i 4 . 1 I N: O . .i3iiti+ I J 13•-'a �' 6 .a ;t7ikl 12G I I j 198 — , in P Q j T"c�9Q RA7NGARCUNG ' I r i FiI SIM_ Z SAYS = 13'-Q" Z SAYS=Ii'-T� as i '' BARNETT BANK � li?o RTs aso� O F I O ST. LUCIE CO. ADD.2 10/3/88 PRIMA j V t S TA O Fr 1 C E i CHECK LIST PRi 88-0554 Project Name: Barnett Bank (banking on 1st floor) Phase I II III (ARCHITECT) 354-7728/BEN OBREGON 878-2111 Architect: Saxelbye Powell Roberts Ponder Ph: (904) 354-7728 Contractor: Michael R. DeLoney Ph: (904) 791-5320 Owner: Barnett Bank of St. Lucie Co. Ph: (305) 878-2111 Address: 900 E. Prima Vists Blvd Occupancy Classification: /�/e5Y Type of Construction: 7_Z?1As I V ,r PCB U BegtcrrAW Spl" Height and Area: Occupancy Requirements per Chapter IV Construction Requirements: A. Fire Protection: B. Egress Requirements: Other Requirements: ceS Elevators She ll--i- S Sprinklers & Standpipes Combustible Materials - Interior Roof Coverings Light - Ventilation - Sanitation Handicap Requirements Plans sent to Fire Dept. - Date: Plot Plan Check Water GDU Energy Code Approved: 23072 HEALTH DEPT Sever & 23142 Paving 6 Drainage approval by EDgineering Dept. Not Approved Yeg See Attached All 1S reVieWin29-88 Special Conditions prior to issuance Prior to Building Permit is Is RECEIVED Thresholdsued it. per Ed 3-2 Affidavit/Before Issuance Affidavit SAXELBYE Y, e r � Vie=_ SAXELBYE, POWELL, ROBERTS & RONOER, INC 7't 368�. ARCHITECTURE • PLANNING •: INTERIOR OESIGN 15 June 1988 Mr. Dick Van Doren Chief Building Inspector St. Lucie County 1200 Virginia Avenue, Room 201 Ft. Pierce, FL 87502 RE: _Barnett _Bank _of /St._Lucie County _- - - ___ Prima Vista Office Project No.: 87502: Dear Mr. Van Doren: Pursuant to our phone conversation on Monday, 13 June 1988, Saxelbye request a change in the rating classification for referenced building from Type IV Protected and Sprinkled, to Type IV Unprotected and Sprinkled as defined in the Standard Building Code 1985 Edition. It is the writer's understanding from the referenced communication that said change in classification is allowed for this project and provides for the elimination of the rated ceiling above the general tenant space as currently indicated in the Construction Documents. We further understand that separate tenant spaces shall conform to the tenant separation requirements as stated in the referenced code. The foregoing constitutes our understanding of the issues discussed. If there are additions or revisions to the items as stated, please contact the undersigned. Yours truly, Ben Obregon � �� g / Project Manager a�'K Boils Z DISTRIBUTION: fP4ou ( t IAAAA,. z "- Jim France Mike DeLoney (� J. Patrick Fugeman Kim Larsen Gary Mahan BO File SUITE 400 0 THE SAXELBYE BUILDING 0 2011 HOGAN SIT 0 JACKSONVILLE, FL 32202 0 504/354-7728 75 SAXELBYE BAXELSYE, POWELL. ROBERTS & PONOER, INC. ARCHITECTS &PLANNERS SUITE 400, THE SAXELBYE BUILOING. 201 HOGAN ST. JACKSONVILLE, FLORIOA 32202 Mr. Dick Van Doren Chief Building inspector St. Lucie County 1200 Virginia Ave. Room 201 Ft. Pierce, FL 34982 _ 54itom fwk S'?. Luct'c (.o 4 MA4. e __ _- _ _. �tgi�unt� d�' �G.e_I� ho��_wEsT �oc►� o� �__l�t�sec.�o-• I A rd _ pc t1ts 13I Ud . Aan procpodw� _ epw* Wtvt. 6% 4(igu3p5o. 5 2?•?58•oof__ 221.o'tit a (02-22-00w I19.c4e' J:� 5 on • c� - oo w_i9 t.o �{' � 1.1 gq-5'1-0o w _ �o�.S6' d9107-o2-51 =2S=o" ArLZ 33.(021 4JAI 69 12= �4853•00` C =_ i2�}. 2 S' _ _►J 2? = 2q- oo w t . 66 _ - -- ,4* , = qco-S-1-tq !2=2S'-ok Arc.='2.'f o 4- _____..-�, _ O"?-oC,-14 oQ� II Il. l0 �.c 13?.7te id `i�o�. Nla2-2'L•OnE -- . _-__.__._ - . �u�n. �' o-t •%Ou�.�� `ko � _..� -�,o�c� i � � �as�ero 2 _ �Ita�iivtui, a!f'OAX_5ah•`uT _t.4-u-�+�e� d�i.� w. "1 Pn U►s _tW2_t _- - nn 6- I�tiwc o.-� ' 'Sou tieAs'!- M3 Cod _ 5 2140-oo IS-4q-►2 Oz, 4o%.iS Arcc - 1►Z•to dQ�• b=-_ti•'I-�{8 R- �10.2b Qrcc 8`��03 d __ - 50o-o3-ag W 8�'1!ta` �., '�gq- S�-52� I25.o8�'i�• nb w 13I.2c, _.�J oo�o'�-oc � lotq•��t d�o�-� �j= o?-of -2'8 R�_►111.f0 4AL 4o 4144 f;" 't BUILDING PLAN CHECK ST. LUCIE COUNTY- FORT PIERCE FIRE PREVENTION BUREAU FORT PIERCE, FLORIDA TELEPHONE 465.6655 PLAN NUMBER County #1719 DATE RECEIVED9-27-88 CONTRACTOR: Michael R. Delonev PHONE NUMBER:904-"I-5320 ARCHITECT: PHONE NUMBER:_ -- OWNER:-- BARNETT BANK LOCATION:__ 900 Prima Vista Blvd. TYPE OF OCCUPANCY: __Business _TYPE OF CONSTRUCTION: IV sprinkled SIZE OF BUILDING: ____ 51,640 sq. ft. __ NUMBER OF FLOORS: 4 15,610 sq. ft. per floor REQUIREMENTS: ----_ 1. Before any part of any building may be occupiedi all fire protection systems shall be _ tested and approved. 2. Portable fire extinguishers -required accordingto NFPA_#10. 3. NFPA #14, 3-3 Location of Standpipe: 3-3.3. Standpipe shall be located in noncombgattible____. fire rated stair enclosures.Northwest stairs _do_not 4. NFPA #14, 2-1.5 The minimum_ size_ of riser for combined system shall be 6". S'z _ _ CONTRACTORS RESPONSIBILITY TO NOTIFY BUREAU ON ALL INSPECTIONS 24 HOUR NOTICE REQUIRED ON ALL INSPECTIONS LT. R. IL (LUG) TOMLINSON REVIEWED BY:- ------------ --- ---- -- DATE - _ V_L`77-dV STATE OF FLORIDA DEPARTMENT OF HEALTH AND REHABILITATIVE SERVICES ONSITE SEWAvE DISPOSAL SYSTEM CONSTRUCTION AND INSTALLATION PERMIT Authority: Chapter 381, FS Chapter 10D-6, FAC Applicant BARNETT BANK OF ST. LUCIE COUNTY Permit Number 23142 east system ---------------PART I - SYSTEM CONSTRUCTION SPECIFICATIONS AND CONSTRUCTION APPROVAL -•••••••••. Treatment Tank Minimum Draintrench OR Minimum Absorption Size Bed Size Septic tank or aerobic unit--32aWallons Septic tank or aerobic unit gallons Graywater tank gallons Laundry waste tank gallons Other Requirements: Grease interceptor gallons Dosing tank_1250 gallons dual pumps alternate dosing Square Feet 2100 Square Feet Square Feet Square Feet Square Feet Square Feet Square Feet Square Feet (a) Installation must be in accord with requirements of chapter 1 OD-6, FAC. (b) A system construction permit is valid for a period of one calendar year from date of issue. (c) Final installation inspection and approval is required before the system is covered. (d) Invert of smut for DRAINLINES to be 20" above intersection of benchmark. Invert of stub -out for to be Rphynn and Raton Ctraets benchmark. Invert of stub -out for to be benchmark Invert of stub -out for to be benchmark. (e) Fill quality and quantity: A 96 x 24 x 5' and a 35 x 52 x 5' excavation must be inspected bka by this Department prior to drainfield installation. Excavation to coarse grained sand. *Install according to engineering design* (f) Other: System design and Construction authorized St. Lucie Note: Completed ld must County Public Health Unit to IOD-6 of this form will be provided to the applicant, installer and the building AUDIT CONTROL NO. 14,141 HRS=H Form 4016, Feb 65 (Obsoletes previous editions which may not be used) (Stock Number. 5744.001-4016.0) �T esrq STATE OF FLORIDA DEPARTMENT OF HEALTH AND REHABILITATIVE SERVICES ONSITE SEWAGE DISPOSAL SYSTEM CONSTRUCTION AND INSTALLATION PERMIT Authority: Chapter381,FS Chapter 10D-6, FAC Applicant BARBETT BANK OF ST. LUCIE COUNTY Permit Number 23072 ---------------PART I - SYSTEM CONSTRUCTION SPEC W&TIB 'S ND CONSTRUCTION APPROVAL ................ Treatment Tank Minimum Draintrench OR Minimum Absorption Size Bed Size Septic tank or Grease aerobicunit_3900gallons interceptor gallons Square Feet 2100 Square Feet Septic tank or aerobic unit gallons Dosing tank 1250gallons _ Square Feet Square Feet Graywater dual pumps tank gallons alternate dosing Square Feet Square Feet Laundry waste tank gallons Square Feet Square Feet Other Requirements: (a) Installation must be in accord with requirements of chapter 10D 6, FAC. (b) A system construction permit is valid for a period of one calendar year from date of issue. (c) Final installation inspection and approval is required before the sytstem is covered. " (d) Invert of Stub¢owifeDRAINLINES to be 20 r above intersection of benchmark. Invert of stub -out for to be Banyan and Eaton Streets, benchmark. Invert of stub -out for to be benchmark. Invert of stub -out for to be benchmark. (e) Fill quality and quantity: Other: 5 Ft. excavation must be inspected by this )riot to drainfield installation. Excavation to be filled with a coarse grain sand. : from existing irrigation well. This well will have to be abandoned in accordance with State requirements if green area is to be used for system installation or expansion. 2.) Drainfield must be graded according to lOD-6 requirements for mound systems. 3.) Written certi- . „ -_ __ -.__i I- ,.-.t..4,,_A 1,. mmni P1-inn- System design and Construction authorized b . ST. LUCIE County Public Health Unit 1 NC)te: Completed copiegof this form will be provided to the applicant, installer and the building departm8Rt. AUDIT CONTROL NO. 14.34?_1 HRS-H Form 4016, Feb 85 (obsoletes previous editions which may not be used) r (Stock Number. 5744.001-4016-0) — > 1 4'f 3 g Jiff ala t4tes-ti Nov ., _ IN >` ',w 1� A �� ,� 5 �.,. REVISIONS i T'� . � , ZIP emo AA REf LIA, C 6T`P-UCTtJaE A No a Sa9^57'00*E 131.2ro' L6 it mmmmA 2 0 samm a A mmml a It wmmw v 6 mum= RPM "Wr.. r, T- C5 Ar k iOURS BEFORE DIGC VARD lk PALWSEACH • IWIAN P . . .. ST LOCIE #MARTIN -COUNTIE: v CALL TO FPf-'E A, , ITT, OF a� _ 5 , k _ +a — ----s000sdIMF � — .% a `I P I w '.N - ;: "TS-"x^4x -:ias-:• a . „`.v� . ,y ,...I�'_:. .. yr . ". e";» RIFF .,...:..4 .y "..r.', r. '" ...aoa .... 3. ., I.';v.."... .., ? ,... r ..� lE.T K4{ S a SH d1 nlil N{t�m 0 a.,s.`.Jatv.m rvv;.� ,r YI$y t!'g' " ` ire .IF' vvi x .,.. a „„Wr:r..r: F.. f m t, x's# i , `v r '. 1'.. ♦ L.i .x ... xt ^r ln.. r .... .' .a. . . ".r.... ur , ,,..:.v. a!Z41 5" .n .{ •..,..... :d .t r, '... . < ",. " v .1ln, i.n r. S.t .'e4r13ti',.v:.�;::''".✓iikt' 5i.,: 4C ! !"e i i^ ( n 5 Y e= a"v ":'1 P ..... :. te+i. x .:,;x,[ if'rS. if Iv, iSJ i lj A*UV P, yn ' i t Zl ' .1.,' �!$ rt 9i.':. _ 0. ll. w y ° CONTRACTOR TO NOTIFY ALL UTILITY COM F`l (FPL, SOUTHERN BELL, CENTEL CABLE, )V",.rli:'f FOR PRECONSTRUCTION MEETING - GEWRAi. NOYES ,.. l �' _ ,.� ''i +nf3Y rfrf O+f lv1^0DN 1w pf)K40 CpI0•sN CO arr}�ai ewba^Y rO Oe vsMM�•fihtilw ' ' T alIu40Fl, aM PIFIII O'f8r SaliftlCl 10 rtl/t{JYwt /If/(!L laal/taf dv1 aI1 Mr leaf arKN' s �` 4n e+Ym 4+OHc+ ro Orr MOtX rflrel IWP! W 2 M } T Mott, k w nano• Oaby I bml fblf SLM IR 6 6! COWxShE ,,Adip"~ tbl3 5Wr1W M4C )04 [I `t rondsarp iA 4f tanl 'vw to CAPP, 1n 4 b aar3 fh, 11O'14r,T nOri"Wb f ibii iM drop n o' w "W" s „ .. al , ,f lc b bh! ij/a Il ji Off m„rj JP C•}WreF4Y.Y f" wrC�G r bCOOOA O "We $lot ti w Ptah$ a w'aur o eoh e+w3 as s+w.r on obaf 0 show o D Et+znr amet ran 01 Hal Prato, 4111f dr mobo oa POor, wfh5 v to PLAN I11a sm Olwt, sits bar'ft~"64 s w,. Vast mow" 0!f F6a3a166 • TYPE C tows Post n0 0 "64 ba,r ofle an iMsf, awn 0J) 4 +19rtle hs sM 5y Vhw AI,w.v,# 6 Prat* 4* fold f ied In the►Mn� flrnfr YM Phi p• Otay Ir orwif p/,COitoo Ntr, (00ricafl0n, w Ohs cost On :a" somesa`, ua i �r10y. . 6Mr0aNaYMII 77{ too I" Mf/omror t," 1' 4 46aafni11sn6N IaafiObal NN tnr Jer cOwCrita j 0°e4 } Prof t wo, w, ~ thaw r0tame«erx3er mm:.,r sf cmeC404 fa tr. 6M • an 0.00040 Lw Mn ens aMf of ewru arY r3 r- sm eia Flr4rfa 1f 6 POws,00,10 f0 00 "so bn MN„ r ll00mt W+ .,na 'a a arch arn- I!'CM ass ow, ship atlsn Califs fw m °#er fld»na ?iv roamJ�ar9 "",*mbi M all 1,0,ar16016 f/w Iatotf G-0al is 6W eC9 P6r5 v tc+r"'SraC€ .mvY &' PrKo Is, enbfo 9.000,111 60`: « Om tr u°u: mwe+'eaP m^ s li CTIOFI .., J hM1Wi slbrr osasamzM mt scawYRsg z5sn 'im 9vw w ssr43e : ft TYPE C ono saw wc40M ibs ewr wt,rr w rwgi ' *,Vo6 Poo !p • so" w M MN bi 6rr 4 ,a, aw.la-at6 to Mao a- asa„ Pow A �x4aw Y' Hwnrr asrlhsl wml 0tt0 aw &Saa'4• y y l `� N .b`ie Pip Z" r L I� r m yM xP, I 14,04 �" i VICINITY MMAP N.T.S. 00 a 1 e 1 5 00 L)D Uv r IOIy. 65' IZ i b,. LEGAL DESCRIPTION: SEE BOUNDARY SURVEY PREPARED BY G.D.U., DATED 8/7/87, DRAWING MO. 87_124 \ '4 N � M M h1 50 40 30 2010 0 wq,� o°o°o hhh 0 Scale, I° = 501 50 100 150 200 I I No,r �, 1.61HEET CC 3 ISSUED FOR ( TR ACTORS MFOR A IC I SURVEY NOTES: 1. REPRODUCTIONS OF THIS SKETCH ARE NOT VALID UNLESS SEALED WITH AN EMBOSSED SURVEYOR'S SEAL. 2. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHTS —OF —WAY, EASEMENTS, OWNERSHIP, OR OTHER INSTRUMENTS OF RECORD. 3. ELEVATIONS SHOWN HEREON ARE BASED ON THE NATIONAL GEODETIC VERTICAL DATUM OF 1929. 4. BEARINGS SHOWN HEREON ARE RELATIVE TO SURVEY FURNISHED BY CLIENT. 5. INTERIOR IMPROVEMENTS ARE NOT SHOWN. 6. BOUNDARY INFORMATION SHOWN HEREON WAS FURNISHED BY CLIENT, FOR INFORMATION PURPOSES ONLY. THIS TOPOGRAPHIC SURVEY DOES NOT CONSTITUTE A BOUNDARY SURVEY. 7. SITE BENCHMARK IS AN IRON ROD AT N.E. CORNER OF GREAT WESTERN BANK PROPERTY, ELEVATION 16.39. CERTIFICATE: WE HEREBY CERTIFY THAT THE ATTACHED TOPOGRAPHIC SURVEY OF THE HEREON DESCRIBED PROPERTY IS TRUE AND CORRECT TO THE BEST OF OUR KNOWLEDGE AND BELIEF AS SURVEYED IN THE FIELD UNDER OUR DIRECTION ON OCOTBER 28, 1987. WE FURTHER CERTIFY THAT THIS TOPOGRAPHIC SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS SET FORTH IN RULE 21HH-6 ADOPTED BY THE FLORIDA BOARD OF LAND SURVEYORS, PURSUANT TO FLORIDA STATUTES 472.027. THERE ARE NO ABOVE GROUND ENCROACHMENTS OTHER THAN THOSE SHOWN HEREON SUBJECT TO THE QUALIFICATIONS NOTED HEREON. KEITH AND SCHNARS, STUART DIVISION ENGINEERS, PLANNERS & SURVEYORS BY: GREGORY S. FLEMING, P.L.S. FLORIDA REGISTRATION NO. 4350 ?ATE SCALE __.1" 50' FIELD BK. —87-04 DWNG. BY CHECKED Wy G_S'F_ a 4, t ?s a:. • +M=a �IHLILI NO. OF__ 3 _ SHEETS DRAWS", NO. 3 I A Zk 'XURELNBELT DRAINFIELD a DATE R, F IV fi S I DATE _ /31/88 FIELD BK. DWNG. BY K.D:P. CHECKED BY J -'N . Q. Wet � AN0 E 017 SHEETS N 0. I r I 1� 5 3 ,T""" -,-, �R 0 I FURNISH'G F IRRIGITION S l I STRUCf S SITE UTIE SU I CIVIL C LANDSC L I GRAPHICS C, CONSULTANT EOUIPM7 EOP CONSULTANT 1 COMUNCTN T I ELEC LTG E L I ELEC POWR E P BLDG MGMT BMF FIRE PROTECT PLUMB'G P HVAC M M E CONSULTANT CLG CAI' ARCH A BASE SH # / Twisted 129a. wire 12d AL2 ply garden hose GUY DETAIL 0TRUNK 3 wire guys, each with a 61" galv. steel turnbuckle - or - 3 guys w/2 strands of wire per guy and twist to tighten. All wire 12 ga. galv. steel. I.` long white surveyor flag - 1 per guy --- Tree shall bear same relation to finish grade as it bore to previous existing / grade. Finish grade 65� Never cut leader Thin branches S foliage by 1/3 - reta,ning normal tree shape - as required °or specific variety at 'ime If planting. Treat all c..ts over t" wJ an approved tree paint. r For all trees ut to -'j' cal. ,n lieuof w•re ,,.vinp instal 2 x 2"x A' w, 2-1c le. galv. steel wires encase.' in .' ply garden hose. Drive stakes in a' an angle and •..]••P, --o per-1erdicUlar. > deep shreaded cypress bark / 1U' 'i . 116 1, Cer x 2 x 36 min. stake - place 2'-0" = r alI Satktlll wtCF v�anflhu su;l min. outside planting — is mivturf pit. TREE PLANTING, STAKING, & PRUNING NOT TO SCALE -1,,, branches 3 foliage by .;i retaining normal shrub ra;e - as req'd. for spec'Q c var�ety at time of planting. Co not cut all end tips. Neve- cut evergreen leader. ,nruc snail bear same relation 3" shreaded cypress 'o f,n,;h grade as it bore bark. to previous existing grade. Finish grade Saucer - as necessary 4" mn. •' I�w ll 111 'L III SHRUB PLANTING & PRUNING NOT TO SCALE PRIMA VISTA - LA87061 KEY QUANTITY BOTANICAL NAME COMMON NAME SIZE REMARK AS 16140 Asparagus densiflora 'Sprengeri' Asparagus Fern 6" HT. 1 Gallon 8" SPD. AR Arecastrum romanzoffianum Queen Palm Sizes on Plan FJ 3 ?j Fatsia japonica Fatsia 18"-24" HT. 3 Gallon 6"-8" SPD. JM 2 Jasminum multiflorum Jasmine Pubescens 20"-24" HT. & SPD. 3 Gallon LM gjliD Liriope muscari bi;NW ,0r A bibs. 18" HT. 1 Gallon `DewAkD%,A, min. 10 lvs. per bib Nil NANPINA V0Me/7Tl(_A I-feWNU,� 15AAF,60 I ((kl,bor - N1EN - Mobfl6AN� NO h°p Nerium oleander Oleander 40"-48" HT. 3 Gallon 20"-24" SPD. NOD 801 Nerium oleander 'Dwarf' Dwarf Oleander 18"-24" HT. 3 Gallon 9"-12" SPD. YFI000 C,ANAYleNhK, GANA" Ly(.AND -g'GW *-FFC MEN FAM PA i l; Vt N\ PT 4¢0I Pittosporum tobira Pittosrorum 24"-30" HT. + SPD. 3 Gallon -PW --I--G� V �bE fe - 'Wheeler's Dwarf - - . QV Zjq Quercus virginiana Live Oak 12'-13' HT. I 3"-31 caliper 5'-6' SPD. QL A Quercus laurifolia Laural Oak 12'-13' HT. 3"-3 }" caliper 5'-6' clear trunk RP 5 Roystonea elata Royal Palm Sizes on Plan * Transplanted from Site SP 10 Sabal palmetto Cabbage Palm Sizes on plan * Transplanted lk 74Tt PA'W I 11&0A�,bANTED SOD Stenotaphrum secundatum St. Augustine "Floratam" Abbreviations: CT. - Clear Trunk HT. - Height SPD. - Spread lvs. - Leaves CW - Clear Wood 0007—VlWTi-, TF' AfA,07LANTIN(z No 6-tub_ G GoNTY -rc>F✓ Friol; T'b LAN\011rlp�� 1. Landscape contractor is responsible for finish grading all planting beds and lawns to allow for proper drainage. 2. Att;ention is called to the fact that the scientific and common names used for the plants required under this contract are generally in conformity with the approved names given in Standard Plant Names, American Joint Committee on Horticulture Nomenclature. The names of varieties not included therein are generally in conformity with those used in the nursery trade. 3. All plant materials shall be graded by Grades and Standards for Nursery Plants, Division of Plant Industry -Florida number 1 or better, and be container grown unless otherwise specified. 4. Any changes in materials or layout must be approved by the Landscape Architect, as identified in specification Section 01300, Submittals and Substitutions. 5. Landscape Contractor is responsible for coordination with underground utili- ties. 6. Delineation of materials on the plans is for graphic representation only. Delineation may not show exact location, size, shape, texture, etc. 7. Numbers on plant list for information only. See plan for actual plant num- bers. 8. Contractor to provide shop drawings on irrigation system. Bib - Number of individual single plants per setting. C.T. - Clear trunk, height from soil line to first branch along trunk. Cal. - Caliper, minimum trunk diameter at a point two inches above the soil line of measurement. Con. - Container such as pot or can. HT. - Height, Distance measured in feet and/or inches from the soil line to the average top of the plant. O.C. - On center spacing of plants, measured from center of one plant to next. SPD. - Spread, distance measured in feet and/or inches across the average diameter of the plant. CW - Clear wood on palms. frc X f VOL NDY, � Re"emoe F.Xi4,ngG' FtANi s New (AHDP`1 G/�NOP( PI.ANTINCa CSEE 4I�F,T to . I I a'� R E V I S I O N S LU z �< - WO >= � z_ W � z Q° n° J J LL n LL W� L.L X W 10 41 } 0cl J W WJJW — 0 r)EL Uz Lm W rr0nn W UJ• J I� X UU LL. Q rQ UJ Q Li C) Q W � ' 1 o 0 06 C /) LL LL H 0 ". < 0 L_ ;. W Q > U co Q LU rr Q a- i MQ rn 0 m m Z a co Z 0 m 0 r H00 Q co Q Y U `° 0 do Q I 0 U SHEET [MO. L0.2 RIGATION I NDSCAPING TE UTILITY VIL La. Liahuno I Em. Power i Prouction .UMBING /nr :ILI ;CH SE 5 i 3f,2 1 7 [ .C.IV OTT: PHASE 1 NOT IN CONTRACT ISSUED FOR CONTRACTORS INFORMATION, ToA va \� O",G'G�.P� v'0 WD,.D1�TVM tl " • � 4 Y w \\ cr PHASE 1 CD PROPANE TANKS--.\ • h \ / ALF 589'56'52'E LLos ILI O e TOP 01 RANK -POND—t 'I i ■ I POND ..L�.. 1. ■ S69"51"OO'E IWd6' ■ `` E'10� QR��P P r.—NEW WALK I I Iao IP I� .o •o I� • _ EYISTING WALK 1 a- NEW Wn',.r 168.56' 139:00' ��N89 5T00'W 303.56' EATON DRIVE PHASING _PLAN_ SCALE:1•=50'-O' REOUIRED PARKING = 372 PROPOSED TOTAL NO.SPACES — Y)R ON I r 116 r j Q �. Z 1..L I) Ld N z LL L Q O .#T�•F I Z CL LL Li- r, W ul f�" `I- N w '_/ I Ld W ,� LLI CL U) >- U z coi 0 --j Lw r L J uJ 2 Y X CU Q /�(y, of Q r n J Q Sf V Ll_.J LjJ a 'x; c at z Q t 1__L a ,— C1 W Vf _.. �..w m i'u tv Z W U go[0 2 U k$ / A.1 ` P:=Al tt6 ss PRp '• � Y 1l R r`7 l \. � i ,• •µE r 4 � f1/,r, 4 �047 J u 4� 1• \ N s a L VE � LYE ' r Is IN MR m r /1 , Awv \ a r RF'iUiME iSLA ` (11, 1�./ IR �^r' V s ? M • \ r rPE• rsmr 4w. 64 r, L y / i-MOAT. ALE 1/ ��Y a ;Ir 4M1� 'yar ' i � l\ Il a ,N A 0 1 \ M E CONSULTANT' SUB PUMP I �- .L J_ MANHOLE�EATOH_Ol,++"y d i SETTLEMENT POND TO BE 1 �•J tmrrR 46VN SLY/AY SYOE OF R/W/ FILLED IN -- REMOVE CHAIN LINK FENCE C L G CA I - i I CHAIN LINK FENCE TO REMAIN I ARCH A BASE SH # JJ - PROPANE fa" NKS T� ��MAIN NOTE' PHASE I NOT IN CONTRACT ISSUED FOR 0 T A .'TORS INFORMATION I FURNISH'G F IRRIGATION S I - STRUC`T S SITE UTIE S-L) 4-CIVIL C IS LANDSC L _- 7 7 GR4PHICS CONSULTANT EOUIPMT 71\ CONSULTANT EO P 7 7 d 1 �L of Gp p55 J AVR/EO CAILEY �• �� • �� cofct#r #7 til ' CIF" i2 • ' ' OAL1 1 a 3. olic A r�IS \ + • i fiEMOVt �'. I -, ✓INC 1r- REMOVE PAVING & + •1� COMUNCTN T CONC. WALKS (TYP.) REMOVE LOW CONIC� BLOCK WALL \ * \ � _REMOVE WELL ELEC LTG E L ELEC POWR E P I I REMOVE 1-STORY \ BUILDINGS — \ I REMOVE ANCHORS—, Ll1 j \ �I (TYF ) � FIRE PROTECT I 1 ' A. ram---'�—, , / / V ir P LUMB'G P �I REMOVE WATER / TANKS / / I REMOVE RADIO TOWER NVAC _ M .ITT ., I; Q Z N Pfpel O PAON&l REMoYE SVllpi E "off s� 0 pF��-+rrcc� coM�f� UJI C.) LLI LL LL t►�'7 0 LL z );: "_' u 1 8' �± dM L, f .P NEW 4 �(Ofrz DANK 6UIL pINC� I, SEA G FV rER PI -FOR ) INFC42M1(OM DRIGK PA`i�l�� t LOCATION 5161 JIM (9 I NOTE- PHASE I NOT IN CON7RACT ISSUED i, P� \ FOR CONTRACTORS INFORMATION. �a 3IGATION ■• \ i \ \ 16 NDSCAPING ' ,`A TE UTILITY-----�► \ \ 48_ v VIL PHASE 1 61 so. Lighting 0-3 �,)1 G , � h PAI N'rcca Be. \ \ s 20 S, i �o�' O \Q Po LOAUINCa \ 4 \ D • � AREA f ao. 10 a O' V V v 1 € _ le O' 21 Q I ..UMBING O 3 I to p \ fl I r I Q `AC o I _ _3 t 68 F' 56' ?O-+� _ � ,. � _',, ''_-------------------------------�J"----�' S, - \ N89"57'00•w 303.56' • i i 0 :SLING a -�- q.'Palm-Q PAtzkitl� �fWf-�(-1`fR� �, • . \ ■ � \\ -- -- - ------- 'CH Ip Q \\ ' r—• a —a a I• N dCH I wHEE1. 5-f2�Y� CN�� T �/ I �\ 4 \, i+1_r�Rt�tKta 5T11'QN- $ I \\ m Z1:T7 SE SHEET!, _— I PROPANE TANK 51 �I II 81 I-OII I \ \ y, C,g 1ZE:E°' P \ �' t� O 'O ta■ p(_ BILE: ■ \ ;\ P,z0 T'CT SIZE: \ ;_AND USE: IMPERMEABLE SURFACE _ to �I ■ OPEN SPACE: MATCH LINE o ■ PARKING: — — — — — — — — LnI PROPOSED BLDG HT: - " EXISTING BLDG HT: r I ��TGN S69" 56'52•E ■ ■ V. LAME t .x. ' 24-SEP-1987 I:25 LA I UIV UKiVL [- CIS-fINC� WALIe- OFFICE BUILDING 7.19 ACRES 43,554 s.f. NEW BLDG. k" 16,800 s.f. RENOV. OF EXIST. BLDG; 60,354 s.f. TOTAL CO 2.86 ACRES 4-5 1 ACRES 302 REQ'D.- 308 PROVIDED 54'.-4" OFFICE/BANKING BLDG .; 37'-3 1/2" OFFICE/BANKING BLDG 121. 401 SITE w J W X C3 Lea Lij I� LJ o_j Z I!_ 0 a- 06 I ILI CID I_j W . U3 J Z 2�.. ■ ■ i ff LLI L § '§_ L U U j WPLFa GOI�. Q 3 Y� ` •o Q • I ins, t I �I I O U Ln W W � u CD Lo - �aC15i1NG CC�NC . 241 2oI soI L-2 �?o LL_ LL_ Z NEV,/ CON(G WALK , o n Q Q C A l�l QR'R� TOP OF tt' T Ne*W BOND ! O w Q Z I--- C'3 I Q N Z 1 �fy _ ~ 0- 0 I f i i-r J 4e 41 GoJG. i I m I - ■ _ ■ 0 N Its y p Ln 0Y I 89 57'00'E 131.26' s ra W `D ■■®■■�■■1 ■ f (x GENERAL NOTES. PLAN- LIGHT POLES ARE 20'-0" HIGH. SCALE- 1"- 7 0'-011 LIGHTS ARE HIGH PRESSURE SODIUM 250 WATT. REQUIRED PARKING = 302 1 PROPOSED TOTAL NO. SPACES = 308 - LIGHTING LOCATIONS ARE SCHEMATIC AND MAY CHANGE SLIGHTLY TO BETTER SERVE THE PROJECT, ALL NEI l 6*15 �UT5 AKLTo OVE A 26'4)" ?Aaw�, 47*01FAWx � - SAN (cuJ 7?" To � DIMMED AS rJEC£�,�4?-f TD r�VIPI- A a x N0. Az> ?Eo'o FoE FIB PQoIs C7 D Q Pfq �x '�t—CONC CURB LINE o 00 co fYi Ol -{— 12 HANDICAPPED SYMBOL ,o CONCo RAMP FOR HANDICAPPED ' L_ I N AO PAINT ON PAVEMENT AT z.z A0.4 NOT TO SCALE T H/C PARKING SPACE SIGN g DETAIL A0,4 NOT TO SCALE 2.15 uu#u'piE&��N� !9 1 REVISIONS 3 , HEE7 t ways 2 ., �, k �' saTOW1 `�y f,; C c tt 4a a ¢ 4 a. A^iv M -ANT- only a i 1 ry INA, I k'i 'Jn e �y I �,.�} MAN.,,��``;;,, p� 4' i,Y ��t �4.n tr 1W �M1 4. r, ? u A 1�r .� • Fi 00 bad,n, a �' x, .� ri �. g� lop Isjoyh, U k � � � C is VAMY ' m 0 Y la— Now in mi, p YI 4` k j 1 4 RIGATION NOSCAPING ae P►otwcUor _UMBING i [LING 052,10, 25V 175DW0014111 32'-0" 32'-O" 32'-0 11-6" 18'-I" i 13'-il - -.-- --�- -- EXTEND CONC NEW STAIR WALK TO MATCH SEE SHEET EXISTING A4.6 4'-3 FLOOR EL.'18.02* PLANTING AREA-V a I IDRAIN (L.P.) EXISTING BUILDING I _ I TOP7.9 F WALL LEGEND Y - r` - • - - . ; --� { -- EL 11 1/2" GWB ON 3 5/s" MTL STUDS GWB TO 6" ABOVE CLG U.N.O. FULL HT TO STRUCT LC= 3 TYPICAL. INTERIOR WALL E.I.F. ON %2" GWBD SHEATHING _ ON 6" MTL Tr STUDS- 6" BATT INSUL 1/2" GWB ON INTERIOR TYPICAL EXTERIOR WALL 5/8" FIRECODE "C" G.W.B. EA. FACE 3 5/g" MTL STUDS FULL HT TO STRUCT.. WITH SOUND BLANKETS ONE HOUR RATED WALL LC= i C.M.U.8" la NOM THICKNESS U.N.O SEE SCHEDULE `[� FOR FINISH 2 HOUR RATED AT ELEVATORS INTERIOR WALL WITH GLAZING PANEL. WALL CONSTRUCTION 'SAME AS ADJACENT. SEE INTERIOR ELEVATIONS FOR WINDOWHEIGHT 2 LAYERS%' TYPE i1xil G.W.B. EA. FACE 3 5/8" MTL STUDS FULL HT TO STRUCT.. WITH SOUND BLANKETS Lca TWO HOUR RATED WALL GENERAL NOTES(FLOORS ITHRU 4) I. ALL DIMENSIONS TO FACE OF STUD OR C.M.U. U.N.O. 2. ALL EXTERIOR WALLS INCLUDE 6" R-19 INSULATION U.N.O. 3. ALL INTERIOR GLASS TEMPERED W GL. U.N.O. 4. TOP OF DRIVE IN ISLAND SAME ELEVATION AS FINISH FLOOR FIRST FLOOR PLAN SCALE: 1/8" = 1'-0' 0 SEL ENLARG PLAN A5.2 4 CONC WALK ASPHALT 6"PIPE BUMPER GUARD SEE DET. (TYP) (AC 32'-0" PAVEMENT STRIPING 7" HIGH CONC CURB FACE OF CURB A C ROOM LEGEND 100 ELEVATOR LOBBY 101 ATM 102 RECEPTION 103 MARKETING ASSISTANT 104 MARKETING 105 CUST.SERVICE SUPER IO6 MANAGER 107 CUSTOMER SERVICE 107A BANK LOBBY IC7B TELLER 108 DRIVE-IN TELLER /AHD 109 CASH ROOM I10 WORK ROOM 111 COUPON ll2 VAULT CUSTODIAN 113 VAULT 113A DEPOSIT BOX 119 CORRIDOR 115 MEN 116 JANITOR 117 WOMEN 118 COUPON 119 COUPON 120 COUPON 121 COUPON' 122 SEATING AREA 123 MECHANICAL/ELECTRICAL 124 CUSTOMER LOANS 125 ELEVATOR EQUIP. IF 226 OFFICE 127 TO 197 NOT USED 198 STAIR NO.I 199 STAIR NO.2 i L INTERIOR ELEVATION KEY V z T6 w 0 0 C. Ob W � m Ir z� z _ J Ir >W d 0 ^> u. W � J (n J } UZ mW r X VU VJ Q Q a CJ Li U _w U LL LL_ 0 (� Q O m � F— CC ► n w z .Q co z 4 n rr 0 Cr t co m > m O N Z O H r Z w Lc)M r- Do O Q U co E � w U SHEET NO. A I o I Wed Auq '701k25 1988 .UMBING WALL LL F 0 — T 're r P2� 4:. _, :r, .. 3s„ .:'�" , 1 3 4 '.i� .a^;7,r•'e:., ,. ,, .r a, ,'. a -..0 . Y : e vr� i � t w .'-5!.•5l& _- n k - ;. e. �' _ JI •� ..: .,.. ....... .. G .. :: r:.i! ,'A,£.4 ,4":0 ,.R s V •, r i' .. ! ,ti ., s.. ,, -:.: '. .. _ , ,. ... i:..- V. .. n. I .... Y.. .i, r i.. S.. e •�'� ant"+. ,. 9 -.:.. „ r..e.. i.. w 7e p a tt • ill • I__.--lra c u MOM , . w ,., •• - .,,rn„ r+•<, g,. 4Vt f • • . '� Irv.` �. W` r - 1 :FACEn.. rHAND• e Ld Eo ■ �� C W%..: r i ,y P4 9 i S. • • A / Y M1Tf ��"t: t�l y-E, `y+: y>et$ eLi� ,;t 3 +_ e i er re r r S v STUD BELOW fc j 4-611 FACE OF w I Ry'�e ti4 a >r n Yr 4Y; + • y'�x.. P 3•afs..n k� i `5'f'A, ::.,co+ ! w. • • • 1 5 e { a x 4 6 #'C t 4 a ie r ils F • • 1 1 � ! �ii is 'Q' rI'� �: r ,� .�' sr u- ! � 'z A #'J 1' �l � � ��1� • � � v. l k 4'!t4N /NP !v' ' u �. I P � �� > a n ■■ u , ', w: l 1, M • i A .9SF SP 4 Y V i4< ' aJ z I 70, alas • PARTITION � p r, 1 } ;, • 1 it a 1 1 • � � e s la is 5� ' t,ex;lt 9 y. " p . • n z • 1 ; i� Y a. ' r 1 1 i . I ii � ii ii � :� y�K: q — ■ II • n h ' A3.1 11 21 Frm A -- — —1— - —�- ' A )N — — — A3.1 FACE OF A I MULL I I, 211 5 Est E, _ 1Y5 = 24'-711 2, 1Lt S = 23'-8" 2 4'-0" BAYS = 13'-0" 2 BAYS=11'-7", 32'-0° 3,_0, T" 32'-0" 32'-0" 2 I,-6„ D �< "y E 1/2" GWB ON 3 S/g" MTL STUDS '�-GWB TO 6" ABOVE CLG U.N.O. hj ~� FULL HT TO STRUCT Lc= s TYPICAL R WALL S _ �. 6 L 1/-i jN 1��✓ INTLi, __. TYPICAL F\' .i!OR WALL licit 'F S, T G b—A1di L , S .)t ONE HOUR RATED WALL C.M.U. 6" NOM THICKNESS_ U.N.O - SFcI4 F I 32'-0" 32'-0" 32 „ '-p" I -6 Ig -I` 13'-II" I -6 Ta - FACE OF STUD I ----- DECORATIVE ST CO F OVER WALL UI_ 418 A25 -FACE OF STUD STAIR#2 r 7 F 010 N SLOPE J G.C. !T --SCUPPER CE RED TERRACE AT I MECH-, 5 -0 CHASE --- OVER 4TH I_� JD � SECOND FLOOR " e SEE DET ,- BELOW V E SIM ALIGN OPERABLE PARTITIONS W/ MULLS- 6'c o SIM � Ln H a I ' 1j,-2 A2.5 N 1 aLL Q I1 -21 FACE OF I1'-5' C° 5 BAYS=29'-5" ALUM. L� - -- ----- 7 _ - - Lr) a' N A3.1 FACE OF Sil D l �r TI- ��. ---------- ,- - ---- - IN I�ROOFcf K �6FULL HT. WALL &Y SLOPE W/ SOUND INSUL. a , A3.3 - ----�► ................. .... •-• �' ......................... .I� ` �} _r-- SCUPPER CENTERED j I II co OVER IST ISLAND I SEE DET Z&5 `V MECH Q' Q CHASE G, m I Ln a I 13'- 2 Av — 5 —�„� 1 m m ILLJ I-o PARTITION �, 15 n MULL F. STUDS@ PARAPET `L & I 397= �e Q a — — " I a 12 1 I O 15 -_m 5 BAYS=29 -5 3 BAYS=17 -9 k 2 BAYS -II 2 MECH _ CHASE FACE "' 2,-7iI t--- q_O_F MULL;' 5 ILL BELOW MULL_SEE ELEV-----------FACESTUD--� FACE OF hiLULL _ K I 6143 7'-I" in IF A3.1- A2.� �► - ---- - - - a3a --- —-------------- --- -- ---- , I I FUTURE I 1 a CORRIDOR t I' m 1'-2" F. STUD BELOW GL. I I A - 1 I � A2,3 p N 10/2" FRONT 1 I f F. MULL, = I I A3.1 G.C. TO FURR OUT A. a' - co WALL 1" PAST SILL m c N - - - ---------- - - -- -- '—�.� EXTENSIONS - --- - - - - N 9 /_ II -8 9 Oil 6 8.III, -oil ,5 - 12 0 _ o cm ,Z -- - --- -- 11 ----- I c ._J G.C. TO F OUT r SILL a o --- E<VI I I MECH - m _ "' E 2 1i CHASE ,� --- ti L - - -00 x-- _ _ N I 2 rF j 6 0 2 Tr A3.1 S i 398 v A3.1 A4.3 13'-5" 1 0 a A2.3 ®F `` N P , A3.1 in — 1A31 (-00 „ I • � r. Lk _—)_ A a. I Q' I II .i ___�_______________ _-_-___ ___HL____-___-__-_ _ 1 V. 10/2" F. FACE J IOtV2" F. FACE �ACL JF STUD OF MULL i 1 A2.6 2 OF MULL --- FACE OF STUD 1'-6", 2" 5 "' �S 24'-7" 2"' q -2"1 4 E0, SPACES = 23'-8° 4r 2 2 BAYS = 13'-O" 2 BAYS=N'-7'1 I;-6" 4' -- --- ---- - j 3'-0" j 2'-7" 32'-O" 2'-7 32,-0" 2^� �•-6 3 -- — 5 FL( PLAN +E e. N a Ln co r- r i, v JHEE AI o 3 L L :,TUDS GWB TO G vE CLG U.N.O. FI T( JCT LC_ 3 T . _. -4 6 JL 7''' "`AL EXTERIOR WALL. " FIRF('ODE "C" CT I ONE HOUR RATED WALL LC= I C.M,U. 6" F NOM THICKNESS---- U.N.O SEE SCHEDULE -- FOR FINISH WITH G, WALL C( CTION SAME AS Ali_„ ,.,:,J. SEE IN ELEVATIONS FOR t, =1GHT 2 LAYERS5/8" TYPE °X" G.W.B. EA, FACE 3 5/8" MTL STUDS i FULL HT TO STRUCTd WITH SOUND BLANKETS-------------- (� TWO HOUR RATED WALL Lr-t q PROVIDE UL - 438 CHASE WALL CLOSURE AT ENDS AS REOD. I i 32'-0" 1'-6" ._-- —_� V1211 FRONT I I F; MULL. — U) rl �l m v Ili LD I i sr� I G.C. TO FL " T WALL 1 7 _OM \ o I ,ST SILL EXT. I I C\' - nmxnx nxnnunnnunnn N I M N I .�► g � I A2.3 m �r — I — --- A3.1 6'-8'° 5,_0" I 12'-0" 1'-7" 13,_5,, G.C. TO FUR z OUT WALL I" o o v l PAST SILL `E 1:� , - I -I- L-L > \ I m 1 =I I cv 425A - — - — - 8J' _ N 6"= I MEC 1 425 2 ' I A A3.1 13'-5" I v � / co 0 I F 1 SIM STA co A4.1 i i I ---- 10�/�' FRO T---------Ii `r 3'—O° FACE MU L A2.6 2�_7 6 EO BAYS = 36'-10" ' 2 BAYS = 13'-0" 2 BAYS=11'-7'! I'-6" 32'-0" 2" 0" 2" % I,_6 4 5 VERIFY SLAB OPNG CONC PAD @ ROOFTOP 2'-6"X8,_O„ W/ MECH EQUIP # ROOF SCUTTLE MECH EQUIPMENT: SEE DETAIL REINF W/ 3 @ 8 E.W. 3 SEE ROOF PLAN FOR -- EXTEND ROOFING MEMBRANE A1.5 SIZE & LOCATIONS OVER PAD SEE CURB DETAILS FOR FLASHING 19 7„ _ o� 2 I/2"MINIMUM HIGH SIDE 1'-6" ROOF ROOF PROTECTION i F.STUD SCUTTLE WALK PADS I'-6" -_ - --- -- --- o Q.f PEP F.STUD - o - --- ----- - --- - - - - - - - - -TEMP CHAN SEE STRUCT .040 ALUM ROOF MEMBRANE -- ° II FLASHING , 4 \ y L V SLOPING S RUCTURE / --+ 4" CANT F- `- __- & METAL DECKING OVERFLOW - SCUPPER SEE 2ND FLOOR SEE 2&5 PLAN FOR TERRACE TIT PLAN OFTHIS AREA/ AI.5 - ROOFTOP HVAC UNITS SEE MECH 1/2" G.W.B. DETAIL AT ROOFTOP EQUIPMENT PAD r-� MTL STUDS u' -SEE 3RD FLOOR PLAN A1.5 SCALE I%2= I'-0" 15.4 - FOR ROOF PLANS OF THESE AREAS 7.3 vi DEBRIS ROOF MEMBRANE ON _.— LADDER " NS = --- -- -----_ - STRAINER RIGID INSULATION 3 ROOF SCUTTLE D _ _- - - -- --- - - -- 4" MIN. HT. & METAL DECK AL5 „ _ "-- ----- WSL h ALONG PARAPENTINUOUS ANT SCALE: 1-1/2 = I - 0 6" R.D. SEE DETAIL 4 MEMBRANE RIGATION 1'-6" 11/ AI.5 FLASHING F.STUD L - , /I ..------ --- - --.--- --- - --- ROOFTOP HVAC UNITS - E.I.F. SYSTEM -- -- SEE MECH 4VOSCAPpr " ON 6METAL - --- STUDS W/ In o WASH J ' EF-6 20X20 g TE UTILITY° CONTIUOUS ELASTOMERIC ROOFTOP DOWN TO SHEET, TURN DOWN WALK PADS 18X16 ;f-� 1-1/2" MIN. ON BOTH IVIL _ 1/2" EXTERIOR 1 - I GRADE PLYWOOD - - SEALANT & BACKER RO. D METAL RECEIVE' „ 1 --F -------- - METAL COUNTER HIGH POINT FLASHING INSERT C I I I II I'-G" F.STUD ROOF -- DRAIN 0 1 RAIN IU) LEADER rn Lz I HIGH POINT ° 15" FELT 1 - -- OVERFLOW SCUPPER " Z SEE DETAIL , 4 CANT o ROOFTOP HVAC UNITS 2&5 )TO, � nI Yr.Lighurg MEMBRANE ROOFTOP SEE MECH AL5 2 ROOF DRAIN DETAIL COUNTER ROOFTOP AI.5 SCALE: 311 = 1'-0" 7.31 ° FLASHING era. Porter ° WALK PADS o ---, F-- J PROVIDE Z TAPERED INSULATIONv Prowsuan CRICKETS @ ALL '- zzLOW POINTS - o - ROOFTOP HVAC UNITS SEE MEC STEEL ANGLE /� SEE STRUCT.:_ -- - d I -- -----I -- --- 6 R A "w®rnaaer_ ° R. KAFT.1t1. .DFt`I�ATION - PLUMBING — ROOF ON INSUL �-�- „` �SL SL _ SL SL � SHEET P-2 -- '�I ----- ` 'I11 rF- CONTINOUS CANT ALONG PARAPET SEE DETAIL ! 4 3'-C L `� - -' _ - -- rl - L r7 I--7 ' I 11 t j V _ _I t _1 -- 0 N T -- 1' 1 --- J w I, ,r I ,I , Vl - F.STUD OVERFLOW SCUPPER BAROMETRIC SEE DETAIL 2&5 VENT _ Z�dROOFTOP HVAC UNITS AND SECTION A15 - -- --- SEE MECH HIGH POINT SE SHEET FwvwovV _o _ SEALANT OVER BACKER 2 3 os&a7;isu �avzwe. 1,1 ROD AROUND PIPE STUCCO SOFFIT NO HUB CAST IRON ON BLACK IRON OVERFLOW PIPE EXPOSED FRAMING SYSTEM BELOW SOFFIT 3/811 . PAINT EXPOSED PIPE & LOWER 6" (INSIDE) TO MATCH STUCCO 5 DETAIL AT OVERFLOW SCUPPER S 00F PLAN 1/8° = I'0n N AL5 SCALE: 3" CONTINOUS PARAPETS SEE DETAIL 4 4 A1.5 5 9 f° =t REVIS IVIL le. ec. Power .�I— s Prowcuon .umB /AC' TILING tCH SE SHEET 052,07s25P7502 0001. FRONT BALCONY ELEVATIONS SCALE: ---- SEE RIGHT ELEVATION FOR CONT -- `--TILE BASE & PAVERS :o 0 0® o ®o 0 0 0 0 0 0 ®o ©© o 0 _4�_313D FL. SCALE: 1/8" = I'-0" SOUTH ELEVATION A\J CB)A23A Q V___Z__j C I I I 54'-II" ICONT ACCENT BAND, GLASS (TYPE C)0 REV.�AL - — - — EIF SYSTEM- -- — — HIGH POINT — TILE BASE & PAVERS LOW POINT 54'_4 -CONT. REVEAL A A B A A NORTH ELEVATION PAINTED BLACK 0 i I -0-4THOF'L —— SEE REAR ELEVATION FOR CONT - ---" � I 5/s' REVEAL ROUTED IN E.I.F. AO B ® O 6 t0 CONT. REVEAL PAINTED BLACK ,� 27'-8" ®A O O -- - _- 3RD FL. - © � B -- I I — TILE BASE & PAVERS O B O O ------EIF SYSTEM EAST ELEVATION —RAILING SYSTEM *2ND FL. © © B © /E.I.F. ON EIF„SYSTEM MET STUD — TILE BASE & PAVERS O BI ® Q 0'-0" WEST ELEVATION - - ---- 1 TERRACE ELEVATIONS RIGHT ELEVATION SCALE: 1/8" = 1`0" SCALE: 1/8" = 1'-0" ACCENT BAN 0 REVEAL (TYPE C) GLASS SCHEDULE - SEE SPECS OA REFLECTIVE REFLECTIVE SPANDREL © �C PAINTED ACCENT BAND ® CLEAR (INTERIOR) 0 TINTED TYPE 'B' SPANDREL GLASS E.I.F. SYSTEM TYPE 'B' SPANDREL GLASS WU Z >0 m w Z 0 Wu) � m w N m m zo Z - W ir _30 J �j IL J N J m wz J F- N X VU U) z O W V U � 0 C) LL — Wed Aug 3111:1M8 1988 'f s } �« 3 al =Y F , f ,a p JZ { �'ry N i 3S I5YOV I9 ��91f FF µ .< p..'NI�4ir 1 51p�N AIJL Y ih r .. .�.h""....'. i Y 3- � J ti/A i N � l k t k yy f L.Li CL O 0C a_ (D CDZZ LLJ c Li CD > 7 J.J < OL CD 0 < CD ty- >Z 0 < E U (D CD 0 cr 0-1 i I =::D Ld (D -J Li = �=!' 1 1 w Z LL] Z: cr- � " - 4 < I-- < :�j I-- > Ld Lj I-- -i < u _j -i oc- X cr U") > L:-, 0- LL1 cr -D, 0 icQj LL Lr- C. 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FI L L.ED 2�0 G�UAGS MFTAI. f AQ L-A.QPI Q&, •� GONG, FI L.LED METAL TrZ EAD r I R '.w 7 I NTEJ2MDIA7 7 OFF 8 6LALE: 3'=1-O" n ON_a 6" METAL STUDS W/ 1" WASH CONTIUOUS ELASTOMERIC SHEET, TURN DOWN 1-112" MIN. ON SIDES 1/2' EXTERIOR GRADE PLYWOOD SEALANT & BACKER ROD METAL . RECEIVER MFTAI COIJNTFR L (TYP.) DI N � �>30� L ANDI N� D�TAI L< PLUMB'G P HVAC M PIPE HANDRAIL M E CONSULTANT CONCRETE FILLED METAL TREADS 2 411 i ARCH. - q BASE SH. # 4" X 4' X % ___ ,' CLIP ANGLE ATTACH W/ TWO V210 EXP. BOLTS J FINISHED AI„I,FLOOR 'I Z 5TA A'k8 I�211=1`& AIL 5GA LE % 1I2"= I -O II SILL D�7l�.IL/AI,L T-4�1 VIN�(L P�6E GONG. FILLED 240 GUAGE .METAL. PAN LANDING --6,I2- x20:1 STRINGER *1411 5•TU/ 60 OI\j /i''. fECTE1Z1012 SI.�E,b.TI�IN� GoNT, L3x3x114 �11 METAL. yru —4° mETA- tmD5 �° METAL 11'UG� OF I N`f L z aII MTL,�TI i( E PLANS) ,iT UGGo- ERl©IZ �NEA.'1'HII� TINE ��EE y"f'IZUG� { ►L,AIJ T MFE1Z 60gKiE2 �I15p G2ADE -IPAGTED FIL-L- :10K e�A21ZI ER �GUf� F?Z, REVISIONS tJOTEI FO(Z ADDITIONAL- NaTES DIM�tIlONS SpFE DETAIL 2-4 &A, GALV, SGLJP�'E2 TLIRtJ UP 66UPPEQ �DI�ESFGURE Q TO!4OkFgTI �ko. I I 'co MILL FIIJI" SUPPER W z f O PAINT WRITEE � � W — tiALV, I'iTL, t E FLA�,iI1NG w z I W z Qo 0 nJn J W W� W co S 0 I J W DEBRIS ROOF MEMBRANE ON STRAINER RIGID INSULATION 4' MIN. HT.� & METAL DECK — ® (n a z MEMBRANE (, FLA RING W W 0 ry 10 co — X UU 1 Q fQ (� Q I ROOF � w,r52»ii. I DRAIN RAIN I LEADER DRAIN IL imi Q,8 SGh.LE; 25z I-0 . METAL_ �TU�a' erem 3/4115TUGG0 ON Viz" EXT SNE�*TItWG z UJ REVEAL MOLDING 6," METAL00 �aTUD� } m N co o 0 W °D 2 W ,, X)3 ,J Q W A. Q V A � �HYC Y.. •vxv. 5' �ft 3 rAYE Rt2 OF V2'' C W e) �'• M�Ttal. STI._Oa 'a/4`1 `iTUGGO Of`1 %z''EXT�haO� LEAP?t-j -�>I ONI 1G,ti'E. 'ID:� EXPANSION D�Ti,%L _ A4 8 SHVET NM 4.8 'RIBA BANK LOBBY ELEVATION "C" SCALE:'/4" = 11-0" �- -- WC2 SIGNAGE - - WC2 -� ---------------- -WC2 —� r - P.L.TOP OVER BASE CABS TOP OF TELLER 000 ER IN FOREGROUND PL.TOP OVER BASE CABS _----- ----- -----------------J -------------- ----- - _ - - - - -- -- ; \ - WOOD BASE ; _BANK LOBBY ELEVATION "A" BEHIND TE[-I..-ER LINE SCALE:,/4" = I'-0" _ ir►Nh _ _- - 1LIT - — — }�-- -- - -- - — TYPE 'I' -- -F--, — r _ -�"�—C TILE ON TELLER LINE 1__.-� - - --.I-F_ __-4 _4 —1—i-T I — — JOINTS TO ALIGN W/FLOOR ._+-+_. {. I -.... I { _.I- 1 t ---+- -1-- --I — r--f--- BORDER TILE-- -I4 -i + 4- . A.17 :t --l— 1 1 BANK LOBBY ELEVATION "A" SCALE:/4" = I'-0"- -- WC3 OVER SOFFIT OVER WALL CABS f f DW_LILL � Ll�_i I w .7 KEY PLAN ON ELEVATIONS 0 -— WC2— -- BASE SEE SCHEDULE 3/o"TEMP f I C1 MULTI GANG LIGHT SWCH CNTR ON WA -- LOW WALL W/ 2"X5�/2" WOOD CAP- ----- --- -- ---.._ _. _�-......_.__--__------------.�._--------L._�__.. / EXT G NG WC2 AZI / WC2� -- WC2 I A393 A33 BANK LOBBY ELEVATION "D" SCALE.]/4" = I'-011 _._- ROOM 107 TELLER LINE ROOM 107A BANK LOBBY ELEVATION "B" SCALEc1/411 = I'—O" — — — — --- PROVIDE CABINE-.iRY OVER A.H.D.'S -- W C 3 --- • �— ----- P.L.T POVER R TELL QUIP V li M cr CONC ENCASED - UNDERCOUNTER BANK EQUIP BANK EQUIP AHD (1) SAFE OFCI 16'--2 R.0. EN VAULT COUSTODIAN TELLER 107C 112C SCALE:1/4" = I'-011 SCALE:1/4" = I'-0" --PNEUMATIC TUBES �� — — WC3 OVER SOFFIT OVER WALL CABS WC3 -----� T— - — B.R.GLASS — P.L.TOP & EDGE WC3 — —_ — KNEE KNEE SPACE SPACE ROOM 108 ROOM 109 ROOM 110 TELLER AREA & WORK ROOMS ELEVATION "A" SCALE:1/4" = I'—O" 1'-0" -- F - 5' 0" TYP VERIFY 10 9 8 7 6 5 1 4 3 2 I HEAD TELLER •—----t-- 10 POSITION TE LER LINE MIIILWORK -- MIL WORKOW L TELLER AREA ENLARGED FLOOR PLAN — LAYOUT POINT SCALE= 1/4' 1'-0 I i VE IFY 0" mu1 FIFvISIONS Lu >m W 0 0 Z N W III T Z� Z- w Q0 LL U W > WZ _j �� W _ Q UU Q 1-- z CO m LLI m _ L1J 0 C� U __j < 1- o z W z (!7 Q Q m� O V7 c� 0 c[ `� 0 m C15 Q OZ5 w z z w 00 MOM .": O N w Z O CD f7 uj m O cow CD Y U HEET NO. / l 5 0 1V d Auc 3109:37:211988 RIGATION NOSCAPING TE_UTILIT IYIL :a. Laphung p ec. Pourer Prouiauon .UMSING �T IAC�� LIGHf*ELL MIRROR --EGG CRATE GRILLE DOOR NOT SHOWN 113 FOR CLAIRITY I L -CER. TILE --P. LAM. PARTITIONS 114 A 116 GRAB BAR La6" STUD H.C.STALL 114 114 I OVER SERV SINK 118 115 7 SH ON ADJ. STI E _-CER. TILE 1 I o , BASE �o N VWC 21 - - --fl- VWC 21 P. TOWEL T.P. - ---H- DISP. II DISP. GRAB II BAR - -ll - V -, . :±:: :::::::: • ::s:s:::::Hid Afti ELEV 11cli ELEV 11 ia&&� CA PARTITIONS I IVIIF\FX..U- ON !OO- c :[LING ICH 7 SHLVS ON ADJ STDS 14" ELEV "All ELEV "B MEDICINE CABINET -- LIGHT DIFFUSER --P. TOWEL DISP. o FEM. NAP. DISP. N 3'-61r 12" GRAB BAR - H.C.STALL = T.P. DISP. P. TOWEL 121 6' HIGH 121 DISP. - 115 `) OQ -- SOAP DISP. SEE PARTIITI NS _ P.L. TOPS o -8" TYP. EA. LAV ELEVS - " P. IS v o 117 107A G. Tof BAR = FD. o0 II$ 119 _ '�' 6" F. STUD co I II9 N' FD. M +� M 11'-6" 120 9'-0II'-6 0 C.M.U. - --- -- --- -N ---- 125 120 t 125 % 10 IF �IiI1]1[.l[li --- - ' - F. CMU 'R O� EL .I �1 sr, 6' 8i 91-0 91-8" . 2 '" 6'-$" 'S, 18'-7" IOOC � IOOB-------— J � 6 o _- -- — -..- �� 45 198 Ln Ln P. LAM. COUNTER 100 Qa 36" A.F.F. I STAR NO. I - �� CEILING RECESS I ABOVE co 101 Y 4'-0" 3'-5" 1 F 4'-2" ATM. - WALK -OFF 100 U P `� MAT ~ i ---------------- — r I , i — AHD. o 4'-0" 8'-10" 6'-4" 8,-t011 q•-0 ______------------ ---- -DOOR F R ---------------------------------- -- _-- ATM LOCATION AS CLOSE AS PRACTICAL TO COLUMN N oSPOSA� i WOMEN'S , A4 ELEV "C CER. TILE ELEV D 117 — FULL HT. SCALE:1/4" = I'-0" CEILING RECESS -�, SEE CEILING ALUMINUM AND GLASS _ '.PLAN DOORS & TRANSOM ELEV. DOORS , :[LING ICH 7 SHLVS ON ADJ STDS 14" ELEV "All ELEV "B MEDICINE CABINET -- LIGHT DIFFUSER --P. TOWEL DISP. o FEM. NAP. DISP. N 3'-61r 12" GRAB BAR - H.C.STALL = T.P. DISP. P. TOWEL 121 6' HIGH 121 DISP. - 115 `) OQ -- SOAP DISP. SEE PARTIITI NS _ P.L. TOPS o -8" TYP. EA. LAV ELEVS - " P. IS v o 117 107A G. Tof BAR = FD. o0 II$ 119 _ '�' 6" F. STUD co I II9 N' FD. M +� M 11'-6" 120 9'-0II'-6 0 C.M.U. - --- -- --- -N ---- 125 120 t 125 % 10 IF �IiI1]1[.l[li --- - ' - F. CMU 'R O� EL .I �1 sr, 6' 8i 91-0 91-8" . 2 '" 6'-$" 'S, 18'-7" IOOC � IOOB-------— J � 6 o _- -- — -..- �� 45 198 Ln Ln P. LAM. COUNTER 100 Qa 36" A.F.F. I STAR NO. I - �� CEILING RECESS I ABOVE co 101 Y 4'-0" 3'-5" 1 F 4'-2" ATM. - WALK -OFF 100 U P `� MAT ~ i ---------------- — r I , i — AHD. o 4'-0" 8'-10" 6'-4" 8,-t011 q•-0 ______------------ ---- -DOOR F R ---------------------------------- -- _-- ATM LOCATION AS CLOSE AS PRACTICAL TO COLUMN N oSPOSA� i WOMEN'S , A4 ELEV "C CER. TILE ELEV D 117 — FULL HT. SCALE:1/4" = I'-0" CEILING RECESS -�, SEE CEILING ALUMINUM AND GLASS _ '.PLAN DOORS & TRANSOM ELEV. DOORS , WCI WCI CALL BUTTON- L—A EXTERIOR GLAZING WCI---, 32'-0" �IJ NOTE: DIMENSION TO FACE OF STUD T OR C.M.U. UNLESS NOTED OTHERWISE r-rt11 A n('rn rti17F)V nl A NI D SCALE:1/4" = 1'-0" ,I _ SSEEESCHEDULE ELEVATOR LOBBY ELEVo"A11 ELEVATOR LOBBY EL-EVo11C11 SCALE:1/4" I' -Off A AA SCALE:'/4" = 1'-0" A A V—� SE SHEET _ WATER HTR SHLVS ON ADJ STDS 14 ---------------- ---- ItliggIff CER.TILE 0 DD NO.A6.2 - - - - SERV SINK Q ELEV "B" ELEV "C ELEV "D" JANITOR �1 nq•3q•?7 IgRR SCALE:1/4" = 1'-0" WOOD RAIL EXTERIOR GLAZING ELEVATOR LOBBY ELEV."B11 SCALE:1/4" = 1'-0" STAIRWELL DOOR j PAINT TO MATCH — EXTERIOR COLOR - ALUMINUM AND GLASS BANK EQUIP. / / DOORS & TRANSOM ATM / AHD Ll BASE SEE SCHEDULE ELEVATOR LOBBY ELEV.11D 1 SCALE:1/4" = 1'-0" (/1 135" - FURR OUT WALL -� .9116kh, MK:N A UJ U Z >m w O 0 ujo� to w N m CC Z3 Z U) w J 0 LL LL J � J m wZ J h- N X UU c z p A a CY U C z w CD Q L-Li — U J EV g LL L i- L.� 1-- O V) L.I_J V) <t CD O L1J 06 Q WC3 , Q co� Q Q F— n __j F — H-- U WALL BETWEEN LL LLLJ BOOTHS Z Q BASE SEE Co SCHEDULE COUPON BOOTH °° o N F co z � ar1 SCALE:1/4" = 1'-0 o00 ° M 6 ; A5.9 -WC3 - �n -- P.L.TOP &EDGE ------ BASE SEE SCHEDULE COUPON BOOTH (INSIDE) SCALE-'/4" = I'a0" SWEET NO. A5o2 RIGATION Z NOSCAPING Z TE UTILITI IVIL ka. Lighting ec. Porer b ■ Pr■e■auon .UMBING �_7_— :[LING tCH tCH SE SHEET on.cli,asin�arboos, I,I DD NO.A6.3 PRE-FAB SHOWER W/DRESSING ROOM PRE-FAB SHOWER RECEPTOR 490 F4_9071 WOMEN'S SHO. ELEV "B" WOMEN'S SHO. ELEV "A" o - 0 I =p C r- - c CERAMIC TILE OCKERS 490 WOMEN'S SHO. ELEV "T WOMEN'S SHO. ELEV 'IC" LOCKERS LOCK PRE-F SHOWE RECEP V.W.C. TOILET MIRROR / 13 PARTITION COUNTERTOP �! GRAB BAR W/SINK - -- T.P. DISP. CER. TILE _ WAINSCOT10. N CER. TILE BASE=_ 410 BASE CABINET 410 PRES. TOILET-ELEV. "B" PRES. TOILET-ELEV. "All SCALE1/4" ` 1'-0" SCALE:1/4 = I'-0" ERAMIC TILE PRE-FAB SHOWER W/DRESSING ROOM 491 MEN'S SHOWER-ELEV "A" DULE 491 MIRRO SOAP PAPE DISP. m r■il r■EN ELEVATION "A" SCALE:1/4" = 1'-0" GHTWELL IRROR— , —V.W.C. - 1 APER TOWEL ISP. o I � rn OAP DISP. Q a o C.T.UNDER ER. TILE c�j LAVS ASE ELEVATION- 111311 LIGHTP'r' ' TOILET PARTI- GRAB T.P. DI CER. T BASE SCALE:[/4" = 1'-0" M E N' S MEN'S SHOWER-ELEV "BIT ELEVATION "C" ELALE �V A T I O N "D" SCALE:/4 = I 0 491 MEN'S SHOWER-ELEV "T I V I L_ L_ I %_ . w.J I I \_J " ■ L_ I \ 1 L- / . I SCALE:'/4" = 1'-0' TOILE' PARTI GRAB FEM.N DISP. T.P. DI LIGHTN MIRROI PAPER DISP. ROOM 293 & 393 493 ERAMIC TILE SOAP DISP. TYP. EA. LAV.rn C.T.UNDER i_ LAYS CER. TILE'cv BASE -, ELEVATION "A" ELEVATION "B" SCALE:'/4" 1'-0" SCALE:1/4" = 1'-0 WOMEN'S LIGHTWELL EGG CRATE R O O M C TOILET ° - -- PARTITION -- - GRAB BAR c H.C. STAL —T.P. DISP. FEM.NAP. ' DI. CER. TILE BASE —°-'—'rEiEE:s9�I�lEf�EEEe9�; ■rrr�rrrrr■■■ CERAMIC TILE ■rLnrnoo ■■■■■■■■■■■ l��I III�II■:■l111I�r1.11■IJI�IE�■%I■��:.1'■��1��111 ro►.�r,r�r �■a■r II �1;� � son, I■.��■Iil Z w d 0 a. U) M�M LJ� w m /n VJ ZQ . w Z� -0 U- J (n UZ J } m W w � UU N 296 & 396 496 ~ O z o LL V/ W 0 Q /L/LJ� `J W J LL E— 24 X66 MI MTD TO DOOR `°ELEVATION "D" I-- c5 as W SCALE./4' -- 1'-0" Q O 292 222 © O I- - 10'-0" GRAB BAR TYP z > w o� 13'-2" 5'-8-- @ HC STALLS 13'-2" m W 681 T P�= Cr, � L, 1 W C ..,Ld <t _ rn EM= 14AP DIS z o rn - 6" STUD`D o ro o SOAP Q Lij 296 - C5 ' w DISPENER m =Q w i in TP o TYP EA SINK - - -- -- rr, - MECH SHO r O @ 3 r. d F L O a �n m m ``' 8 12" SHELVE ;� FEt AP DIS i o 7�, - N ADJ ST;D' - - Go i` 224 z o Ln -n Y a 2 ND FLR�. TP '� w O co co w 0 � , 00 295 a =I in "' 2'-1 294 29 N 00 _ co M CH. rn � 3'-4 PAPER TOWEL NOTE:DIMENSIONS CHASE DtSP-— ARE 70 FACE OF 6" 4'-O" 7'-1" 7'-9" 6'-I" 7'-1 6" STUDS U.N.O. - - 32'-0" -- - B 2 SECOND & THIRD FLOOR ENLARGED TOILET PLANS SCALE:'/4" = 1'-0" 3 t\5e3 0 0 o z Y i t.n'.v rcs(rt 4.M, i .ha. 'I.l f +4^"..r,d 5 f p u ..,:: r/� ~ p MATCHING 2,, SEE 2" „ SEE CH 2„ DOOR R A C.'' l I4^ , . FRAME SCHED. 8„6" O Bf-FOLD Y TRANSOM PAIR DOORS DETAILS a x. SEE SCHED---r-+� --- SINGLE MARK OPENING TYPE MAT'L MATT HEAD JAMB SILL JAMB LABS HARDWARE ti MARK - MATT 7m,77 HEAD F!. DOOR SIZE TYPE OU N 291/391 5 5 = 7/491 3'-O'X 7'-0' A WD MTL .I k' IQO T-O" X 7' C HM A :.. CD p 5 5 y:. ALUM/ 4 8 I2 292 3'-O' X T-O' A WD MTL .1 a .i 4 IOOA 6'-O' X T-O" B GLASS N/A a ,i a �.; 2 :_OUVERS w N <� \ SEE' � 2°71393 5 5 ALUM/ 8 SIM FIXED LITE 0 3'-0' X T-0' A WD MTL i a 12 IOOB 3'-0' X 7` 0' B GLASS ALUM a i 2 SAME AS DOOR ` SCHED. _ v a .i a a - °� / y ALUMS 6„ 6 6„ 6' 0 3'-0' X T-0' A WD MTL a .i a .i ' a .i 12 IOOC 6' 0' X T-0" B GLASS N/A a .i a a 2 o '395 HOLLOW TEMPERED LABEL 4 106 3'-0'X 8'-8" A WOOD O TT GO ALUM & LL- 3 -0 X 7'-0 A WD MTL a ,i WD WD- a 20MIN 4 2 PAIR- BUTTS METAL GLASS W/TEMPERED GLASS - HOLLOW GLASS 396 5 5 4 i L is CORE DOOR & FRAME ELEVATIONS - 3' o'X 7'-0� a WD MTL a 12 l04 3-o x a-s a WD WD a A a 6 WOOD S� 397 3'-O' X T-O' A WD MTL a5 a� a 12 105 3'-0' X $'-8" A WD WD a i ,i a ,i 6 cr "QR 3'-O' X T-O' A MTL 5 5 B 4 GROUP 9 398 107B 3'-0'X 8'-8' A MTL n�a•i ,. 8 WD ATbd A .I WD A a A d 5 5 N 499 3'-0' X 7` 0' A MTL ,i a .i B 4 GROUP 9 399 108 3'-0' X 8'-8" A Wp MTL a a .i 4 GLASS SEE GWB ON MET STUDS 5 5_ INTERIOR 109 3'-0'X' 8'-8' A WD MTL a a a .i c, itiiN 9 2 PAIR- BUTTS _ i ELEVATIONS r_Gnr r+_.OSURE /4 TEMPERED GLASS �' ,.OR — ------ IIO NOT USED 7 2 PAIR BUTTS - METAL STUD BOXED' i /2 G.W.B. _ I„ 5�/2,, W/ RUNI; NANNEL BATT INSUL i Q TJAM'a. J. TS 3 X 3 X /4X 5 8 III 3' 0 X 7 :, A„ . WD MTL a5 5 a 7 35 MTL STUDS. TO WOOD STOPS a' is 113 AULT DOOR O.F.0.1. G.C. TO COORDINATE INSTALLITION & STRUCTURE, ABG3,VE s " 2„ X 5 WOOD JAMB. ; . . ... , k ---- — -- 5 /2 X i /8 /2 16" O.C.' WOOD SILL - 51/2"X I�/s" 5�/2'X -- -- ---- N // N WOOD JAMB WOO, JA, 5 5' _1 „ 113A `.. a n a 5 L3X3X VINYL BASE _ SEESCHEDULE JAMB FRAMIN 5 SYSTEM 114 �- a- —4"WOOD BASE CONDITION I t STRUCT AB VE^� _.° ABUTTING ELEC OUTLET MTD L3X3X�/4CONT 4 HORIZONTAL IN BASE GLASS ` ; STUCCO r;< .h @ HEAD SOFFIT 0 NOTE: DtTAiL c �iLLS ABOVE 4" SIMILAR - �I WOOD JAMB �N 12 ` FRAMING �,�I ;i y� ? 115 3'-O' X T-O' A WD MTL SYSTEM 3 WOOD SILL @ WINDOW 2 JAn . IA I '- 1 SHIM A 3- A6.1 SCALE: 3"=1' 8.185 A6.1 SCALE: �" = I'-0" A6.1 AEi.I SCALE: 3" = I, O„ 116 3'-O' X T-O' A MTL �� C 4 -- WD T� r .... NOTE: WOOD FRAMES TO HAVE CORNERS EASED( " 5 9 `` GEALANT OVER' .. 117 3 -0 X 7 -0 A MTL n .i a .i a a 12 - CKER RO METAL STUD - w TOP WD BOXED W/ RUNNER P.T. SHIPA 2 2 G.W.B. OVER... GYPSOM WALL BOARD t 118 2'-8' X T-O' A WD a .i a i II WD JLL CHANNEL @ JAMB AS REO D _ ON METAL ST FURRING ON � r S H E.I.F. SYSTEM CONC. MASONRY DIRECT GLUED .A'' fi 119 2'-8' X T-0" A WD wz A a2 a 11 - WD �•,+TIONS OVER SHEATHING `� WALL ON INTERIOR z, 2'-8' X 5'-0" METAL BOXED:; 120 A WD 11 I�/z PR BUTTS ;Wo a a ,._ SEALANT W/ RUNNER CHANNEL' , 7 TA'l, GLASS fiOOR 121 2'-8'X 5-0 A Wp WD - ALIGN DOOR FRAME I.AI,t. J W/ EXTERIOR FINISH ADJ1lSTABLE JAMB = 6 b ANCHOR .�R,r 122 3'-0' X 7'-0' A WD MTL a a a .i 20MIN 4 PAINT DOOR & FRAME AULKINC ' TO MATCH EXTERIOR �. J a FINISH I� �v1ETAL A(I " ;, 7 _ 123 3 0 X 7 0 C MTL MTL a s a .i 20MIN 4 . ; .3 PER JANIb), �I DOOR- SEE r •i ULE � .: 125 3'-0' X 7'-0' A MTL MTL a5 .i a5 .r 8 4 SCHEDULE RIOR ,AI. FROF IN Nn,ASONRY JAMB r HOLLOW MEDAL FRA 63° .,,1 , �' . 8.5 A6.Ir SCALE: 3' = 1'-0' AR) 8.191 (HLAD SIMILAR) (HEA f . �. r ITS DOOR DOOR- SEE THRESHOLD SCALE: 3," _ 1'-O" 8.305 SCHEDULE !CH SET IN BED OF THRESHOLD 4 SEALANT -- -- --_ __.--� -- SEALANT - FILLER BOTH SIDES -- Z" WALK -OFF MAT d, GLASS DOOR La, SEE PLAN FOR SEE SCHEDULE LFNGT H ro ' vi TILE SEE SCHED d '� FINISH AS SCHEDULED RECESSED FL. CLOSER I h, 126 T-4' X 7'-0' A WD WD a .i a s 6 I1/2P rS I26 3"-O' X T=O' A WD WD a .i a i a 6 TS AILAR) 8.128 198 3'-O' X T-O' A MTL B 4 WD a5 95 .i 199 3'-0' MTL < MTL a7 .i a7 X01. - 3'-, '` 1TL MTL. ,i a� .r a t B I 18X24 LOUVER J � SEE FINIS g•- - SCHEDULE r : MAi2BLE r. THRESHHOLD `__'� CERAMIC TIL' ttl � // 1 r � ac ° M �4( ti4 ( .r er Y. � T �y Ad' fn " <> .d� 4 Lr CD LL_ C4 W � l7 d = �n 0 LL 0= n u� i GLASS DO } 9 MULL 'I HHESHULU A` SALE: 3" _ 1`-O" 8.24 FURNISN'G F IRRIGATION S I STR,UCT S SITE UTIE S-U CIVIL C LANDSC L GRAPHICS G CONSULTANT EOUIPMT , EOP CONSULTANT COMUNCTN T ELEC LTG E L ELEC POWR E.P BLDG- MGMT 13MF FIRE PROTECT N VA'L M M E CONSULTANT CLG C.A ARCH A BASE SH. # GENERAL NOTES DESIGN LOADS LIVE LOADS ROOF - 30 PSF FLOOR - JOISTS - 100 PSF 2 PILE - PILE CAPS FLOOR BEAMS & COLUMNS - 65 PSF EL • T.O.C. -2=T' WIND LOADS STRUCTURE - BASIC WIND PRESSURE - 31 PSF X SBC 86/87 COEFFICIENTS DETAIL A2 \ UPLIFT (NET) ROOF JOISTS - 30 PSF FOUNDATIONS DESIGN SOIL BEARING PRESSURE - 4000 PSF o CONCRETE _ REGULAR CONCRETE SHALL HAVE A MINIMUM 28 DAY L COMPRESSIVE STRENGTH.OF 3000 PSI. SLUMP SHALL BE BETWEEN 3 TO 5 INCHES. F a T, 0, C• STAIR 1 T I IL LATEST ACI STANDARDS APPLY. REINFORCING STEEL ao; LANDIN6SLA0 ALL REINFORCING SHALL BE ASTM A-615 GRADE 60, WELDED WIRE FABRIC ASTM A-.185, T. STRUCTURAL STEEL ALL STRUCTURAL STEEL SHALL BE ASTM A-36. LATEST AISC SPECIFICATIONS APPLY, j p E1 SHOP CONNECTIONS & FIELD CONNECTIONS WELDED (AWS- LATEST STRUCTURAL WELDING C 0 HIGH STRENGTH BOLTED (ASTM A-325 AND LATEST SPECIFICATIONS FOR \ 3 STRUCTURAL JOINTS USING ASTM A325 BOLTS). $2 TEMPORARY BRACING OF STRUCTURAL ELEMENTS IS THE 4- H LE -;PILE CAP RES SIBI I THE CONTRACTOR. GROUT - NON SHRINK GROUT WITH A 28 DAY STRENGTH OF DETAIL e 3 PILE - PI 0 PE CAP- 500SI SHALL BE USED UNDER BASE PLATES, 2 DETAIL ALL WELDING PROCESSES AND WELDING OPERATORS W24x55 2, SHALL BE QUALIFIED IN ACCORDANCE WITH AWS D1.1 `,o GRADE BEAM 161_ �' STRUCTURAL WELDING CODE - STEEL I __ STEEL BAR JOISTS CIA ENCASED IN LATEST STEEL JOIST INSTITUTE SPECIFICATIONS APPLY. ONE STANDARD SHOP COAT, CONCRETE 15 MANUFACTURER SHALL BE A MEMBER OF THE STEEL JOIST INSTITUTE OR THE MANUFACTURER SHALL SUBMIT CERTIFI- CATE STATING THAT THE JOISTS ARE DESIGNED AND FABRI- CATED IN ACCORDANCE WITH LATEST SJI SPECIFICATIONS. 413/r6' 73�i6" METAL DECK - O LATEST STEEL DECK INSTITUTE SPECIFICATIONS APPLY. ALL DECK GALVANIZED. ROOF OPENINGS ALL L-'OPENINGS GREATER THAN 12" SQUARE SHALL BE FRAMED. ' ARCHITECT TO APPROVE FRAMING SUGGESTED. FOUNDATIONS GEO— TECHNIICAL INVESTIGATIONS: ARDAMAN & ASSOCIATES, INC., FILE NO. 87-2729 DATED NOVEMBER 30, 1987. SEE SPECIFICATIONS & GEOTECHNICAL INVESTIGATION FOR DETAILED INSTRUCTIONS REGARDING REMOVAL OF OBJECT- " IONABLE MATERIAL, BACKFILLING, DENSIFICATION OF EXISTING SOIL, VIBROFLOTATION, AUGERCAST PILING AND GROUNDWATER ELEVATIONS. THE CONTRACTOR SHALL SUBMIT FOUR SETS OF VIBROFLO- TATION PRINTS FOR APPROVAL BY THE SOILS ENGINEER SHOWING THE NUMBERED PROBE LOCATIONS AND PROBE DATA I " COL• , � COL, „ 36 O - -_ 9 -0 NINDOWS OF EXIST, BUILDING FACE OF EXIST, BUILDING o III 'C 4 4 _I -522_ 11 ---- /r(L* — i EDGE OF EXISTING FOUNDATION; BELOW (VERIFI`) I , SIM ; I 4'-2" E LE VAT I 0 N FINISH FLOOR OF EXISTING BUILDING --EXISTING TELEPHONE wwuITS (vERIFY LOCAFICIN) 2=U" I'=6" --3 PI LE -PILE CAP � DETAILe EDGE OF IEXI5TING 2 PILE - PILE CAP FOUNDATION BELOW DETAIL Al (VERIFY) 2' 1424x55 GRADE BEAMS ENCASED IN CONCRETE (TYR U,N.O.IF 2-0 16A L 0 I� ��r■ SMITH, HARDAKER, HUDDLESTON & COM INS, INC. R E V I S I O N S Consulting Structural Engineers ■ 2223 Oak Street • Jacksonville, FL 32204 COLUMN SCHEDULE COLUMN DESIGNATION UPPER SECTION LOWER 'SECTION BASE PLATE A -I, A-5, E-1 W14xG1 W14-x109 1'-8"x 1'-8"x I" f� 8- I, B-5, D - I, 0-3 W14x61 W14x109 1'-8" x 1'-8"x 1'/21, A-2, A-3, A-4 W14x82 W14x109 1'-8" x I'-8"x I'/2"It C-1 W14x68 W14x109 I'-8" xI'-8"x 1'/2"� C-4 W14x90 W14x109 1'-8" x1'-8"x IVYIt E-I,5 W14x74 W14x109 I; 8"X1'/ 8"xIV2"It C - 2 WIW14x120 I -8 xl -8 x 2 0. E-2 W14x61 W14x120 I'-81#x1'-811x 1"It F-I,F-1.5 W8x24 W8x24 I'-2"x110-2"x3/411k D-4 - W8x3I 1'-2"x I'-2% 1"I� E-4 - IN14x109 I'-8"x IF- 8„x3/4"I, E-3 - W14x109 I'-8"x I'-8"x 1`F_ D-2,13-2, B-3, B-4 W14x61 W14x109 1"-8"x 1'-6"x 2" It C-5 W14x68 W14x109 C-3 W14x90 W14x109 I'-8"x I'-81'x 2/ft USE 4 - 3/4"0 A307 ANCHOR BOLTS ALL LOCATIONS 5EE ROOF PLAN � DETAILS FOR ELEVATIONS, INCLUDING HP/AMPERAGE RATING, AMPLITUDE, AND gip, CONTINUE WALL REINF. TO DIAMETER. WORK SHALL NOT BEGIN WITHOUT APPROVAL BY DRIVE -UP WINDOW SILL, 5 Sim, 5�,1 THE SOILS ENGINEER. MONITORING SHALL BE PERFORMED . BY THE SOILS ENGINEER AT ALL TIMES THE VIBROFLOTA- S FILL ALL CELLS FULL HEIGHT 2, I TTON TECHNIQUE IS IMPLEMENTED, 10'- Bit 2 Q S 2A G SIM, C I'-2"--- �%ID'_8 " ' GENERAL 52.1 II'-$ THE CONTRACTOR SHALL VERIFY ALL DIMFNID00 SIONS AND ELE- 8 F.C•�4 r24" 52.1 V'1TIONS RELATING TO EXISTING CONSTRUCTION BY MAKING F SL FIELD MEASUREMENTS PRIOR TO COMMENCING WORK. THE CONTRACTOR SHALL PROTECT EXISTING STRUCTURES AND I ci C J, O o I 6 C,J, C\jc1 I II '0.o UTILITIES FROM DAMAGE, —__�— ALL EXCAVATED MATERIAL AND CONSTRUCTION DEBRIS SHALL BE REMOVED FROM THE SITE AND DISPOSED OF BY THE I ( 2-3x 2'-6" o CONTRACTOR. I I—J RECESS SLAB 6„ L— CONCRETE MASONRY D @ AHD. COORDINATE ' " " CONCRETE MASONRY UNITS SHALL BE LOAD BEARING -TYPE I I O I I �8 N 23 -2 _ 8 12 CONFORMING TO ASTM C-90 HAVING A MINIMUM COMPRESSIVE F SL I� W/BANK EQUIP, DWG5, I I ' PRECAST 6 STRENGTH OF 2000 PSI; ` ig MORTAR SHALL CONFORM TO ASTM A-270 TYPE M OR S. ^ SEE DETAIL A 3 - I 2 SIM. I e VAULT WALLS 1 -6#1 2 SEE ARCH, DETAILS FOR CONC, ISLAND, CURB, PAVING AT DRIVE IN AREA S2, 52.1 52.1 I'-2" \ ( 4" CONC. SLAB ON I " , •, I i F SLAG O W24x55GRA0E I VAPOR BARRIER W/ I - BEAMS ENCASED UI I 6x6 -W1.4x W1.4 WWFIN 9�/ZFAGE RETE COF SLAB 4'/2"DEPRE5SION FOR—C,J, CTYP UN0) VAULT DOOR COORDINATE 16 0 I SLA _ wO WITH VAULT MFG. r— O C(C)C,J, DRAWINGSC r4i — - -- O ( L- - L- --� N I II - 9 V2" F. SLAB I E TY� I 5 "' �, �� i l # " — FACE OF 52.1 ;oo 2- 5x5-0 - p I' I I *4RESAR IN FULLY _ �I BAR5e CORNER I' SLAB -O 6 I �\I GROUTED CELL IN I I — — g„ CTYP, U.N,O.) I I N N - I I g 3' 2" 3�6, 2'4' 3'-G" 3'-6" 3'-2 6:8" I 8" I 6 2• LOCATION5 SNoINN I SIM SEE DETAIL E/52,5 I I r SIM, I C,J, I 0 F.SLAB I „ S2,1 CJ. `� C,J, S2, I I I FACE OF 'n O� �i— �ji —N — — — O N \ O SLAB v °; `il __ — I m SLAB I - _- _ = L- �_ I -- -- o I J -A F 5LA5� -G" 1-6" I'-6„ 6 3L0" 2 S2,1 EXP,JT, MAT'L. z' 3=0 I'-(„ 16„ 1'-9 I'-9" 2'0' 2-01, 52,1 -RECESS SLAB BTWN. FLOOR 01 3_2'-0" _ 32'-0" 6" FOR AHD, 32'-0" SLAB 4 PAVING 52'-0" COORDINATE W15ANK 2 3 EQUIPMENT DWG5. 4 5 AND DETAIL ® 1 �5 2JI 1'FOUNDATIO`N & FIRS; FLOOR' PLAN do TOP OF CONCRETE SLAB 40'-0" UNLESS NOTED OTHERWISE TOP OF FOOTING 8" UNO SCALE: 1/8": 1*-0" 'i 0 COLUMN FOOTING SCHEDULE MARK THICKNESS DEPTH REINFORCING O' 5'-0"x.5'-O" 1'- 3" 5-05 E,W, B 30-6"x8'-6" Go Borr,L,W, - 5 BOTT, S. W, C 7'0"xT.0" 1'-7" 7- Or, E,W, O7'-6l, x 7'-6„ I I- 8„ G- tt 7 E. W, E 8'-0" x 8'-0" 1'-10" 9 - * 6 E,W, F, 9'-0"x 9'-0" 2'- 1" 11 - 6 E. W, 2'- 3" 7 - # 8 E, W, OH 10'-0"x10"0" 2'-3'' 8 - 8 E,W. wz CQ W� w z o z0 Z Q a JJ a LL wcc W x Wm I I J W J �+ W J a(n � / Uz LU W0 co IY X UU (<(� Cc UJ Q O U W LU Z p U J LL J LL C V/ O LL O O0 O C0 Z QLL. m > 0 � (%MM� O L.J. Z LULL Q� SHEET NO. Sl1.1 *3" CLEAR OF BOTTOM OF FOOTING .UMBING /AC [LING tCH iCH SE SHEET 092 H7,2511750291002. Wei Aug 3' �I� °�7 188 32'-0" 32'-0" 32'-0" 32'-0" 11-6" 1.5 F.P. FIELD WELD T.O.S. BEAM (-10�/2") 16'-7° 61, 1 _6" FLANGES & WEB OF T.O.S. BEAM (-18�/2") 5 2,_9, W14X22(-4") THIS BEAM AT BOTH ENDS 'X' BRIDGING F.STUD 52.5 L3X3X�' TYP WHERE SHOWN F.STUD WI6X26 (-4' L4X3X/4LLV ' W30X99 STUB SHOP(S2.4 6 W24X68 STUB CONT WELD TO COLUMN T.O.S. BM (-23/2") F _ S2.6 gX6 7 4 8'-6" _ - _N F x o 16X26 (-4" W16X26 (-4") _ WI6X26 SLOPED 22KII 1 v W30X919 STUB I 122KII Lo E � I I A j G I W21X83I(-4") - W12IX83 SLOPED I G I N L4X3X LLV I I L4X3X 4 LLV I I "-' T O.S. EAM (10%2") I I 8„ I _ I ALL SIDES I I = I L4X3X'/4 LLV & 0XV/4 L3X3Xl & �q 8 I l — CONT L4X3X'/q LLV \CONT 52.4 I I= I "' I m o°' " <" o — I i I N I I i o� I I o I o l0 Ncc _ —:e_ CD v c0 N I I I o m I I o I _ _ I I i xo M _J --cm rn M I I I -�, I I cn 5 I I L I I I I x (7g/6, I I l I I — 6" I /L4X4XV4(-I0�/2') ---T.O.S. 6EAM(-15%2") I W IX83 (-4') ( 1 W21X831(-41) D - - - A I I I A I 1 O 11_6„ S2I3 I I I I I I I W18X315 (-4") 0-1 D — In X I I S2.4 I I I I Y C, I I o I I I + ca I = I 1 I o I I �° I N "' I I I <" I I S2.4 _.0 M I cYv N I N I X I 00. f I. es N rn X _ I I ca 0 1 , n CL S. I - I v� I I ' I 1 I 1 N Ln I L4X3X'/q LLV & L3X3X'/4 N CONT I I I o o F. STUD 1'-2° 4, 0 I W18X35 1(-4") I II'-5�/�" I'-6' j a, j L4X3Xl LLV I 22K11I- 1 1 4 SIDES � I 22KII I 1 I 0 S2., C I W21X621(-4") 52.4 6' I W21XG21 (-4") I I, W21X621(-4") B I I I D WIAX2 I I I D I D L2X2XI/4 STRUT (TYP) 0 8" M � 0 o Q o Q N M 0- 0 0 N I I I mF I Y I No — I I ------ - - - - - - - - - - 1 6" - S. J INSIDE I 0 FACE11 OF I o WALLS O N N S.J. hk"T 0 0 i I EDGE OF SLAB BELOW WALL I 1 I 6° I 1 <o I _ I D ' 0 0" 0 7 0 S2.5 CONTROL JOINTS FOR �O SUNDECK FLOOR SLAB SCALE: 1/8"= I'-0" 0 Q0 rn L4X3X'/q LL & L3X3Xl/q (-4") CONT r x I 5 S2.4 - --- I I D_ I I I I D I �— I Ccrr- I I I coI I I I I Y I a I x �• I Y I No x I Y v, O rn N o /2 N N �: V I e I N CL 1. I I N I , I W � I I co 16 I ' I j—rn I ' i I rn M I ,ram N I pq I I I 9'-"6'-6" O I W21X62 1(-4") I 1 W21XG2 I(-4") I W21X62 -4") 3 I W21X621 (- ") I B C I I I 0 C S2.5 C B - -- CB -i 22K11 I - I I I 41/ I I I I I 1 1 I co W18X 0(-4") v I Y I 00 WIBX35 (-4" - x �, — X o iv I I I I l I - N I �;� L4X3X�/4 LILV ;a- i� 0 M — I I I 1 I I 3-05 X 3- 5) .7 Ln i- o _ _ 4.7 M 5 -O" - W18X3 -4") N co °° ooW8Xl 6" 6 16K4 I N — N I I l N I I I — W18X50 (-4") zo W8X18 1 ROW BRIDGING 5 w 22K11 W18X5 (-4") 5/s" ROD (TYP) 6 52.4 I oo I I I I M 2.4 SIM' I22K11 12 C5 W14X22( 8 5 Ir-O'I _ I I I I =� I62 W18X35 1(-10' (- )L Xi q LV _ I 52.4 o - W21) 62 (-4") W21 (-A") - W18X35 (10 ) 3 0 v D 6 W2IX62 (-I ") N D - - A B _ Li - WI 26 10�/ — I so F.STUD 6 52.4 L4X3X'/q CONT LLV & L3X3X�/q L4X4X1/4(-10�/2") W24X94 STUB SHOP WELD T COLUMN (10%2") l ,_0" 16'-0" 2'-0" 2 -0 16 o I'-9 6" _ 2 3 q SECOND FLOOR FRAMING PLAN TOP OF JOISTS -4" SEE SHEET S2.3 TOP OF BEAMS -9" U.N.O. C4 FOR BEAM MOMENT CONN. O SCALE: I / 8"= 1' - 011 MOMENT CONN TOP OF CONC. +I4'-4" INDICATED BY D 4" CONC SLAB ON 9/16 "DEEP 28 GA, GALV DECK W/ 6X6 / W1.4 X W1.4 WWF FIN FLOOR EL +14'-4" SEE DETAIL B/S2.6 FOR FASTENING DETAILS ?'-O.. _ 12'-9" L4X3X[/4 LLV & L3X3Xl/4 CONT 32'-0" 1'-6" n I� ml RIGATION NDSCAPING Z TE UTILITI Z IVIL PC. ec. Power .UMBING /AC :[LING SE SHEET Z 002,17, 25{ 17502510M. Wed Aug 3110.03:4B9M8 U F.P. FIELD WELD {`J I FLANGES & WEB OF THIS BEAM AT BOTH ENDS I -6 32'-0" 32'-0" 32'-0" 1.5 I' -roll T.O.S. BEAM LAX3X'/4 LLV & W14X22(-4") (-181/2") L3X3X1/4 CONT 52.5 '-9 F.STUD L3X3X�r I - W24X55 W16X26 (-4' CONTX/4LLV W30X99 STUB S2I4 SIM F III - -- - — o C 5X 6 7 roll-- -------- — '� S2 6 x11 (-4") 4 W16X26 (-, ") W16X26 (SLOPED) `o xO N -- --- --- - --—.. cD I'- 2K1 XQ I co T.O.S. BEAM `a _ I/2 E --- WdIX83 (-4") G `� I 1 v G(-23 ) n _... �/ W21X83 t 4") A I - cp I C5X6. T.O. BE iW21X83 (SLLOPED) y, 16K3 (-4") I (-101 11) 1 C5 1@ RD `r 8" W 88X35 4") roll 6'-roll 6' 5'-0' I ALL SID rES I I I L2X2X1/4 STRUT n D 1 I I I 4 I Y I I - 2 I� o S2.4 SIM I I I 52.4 TOo I m x I 1 52.4 - ----- GR _ r� 1 I I' -roll I v I �_ I a �o x — I I I= m I I '` I I '�� 1 ui L 3 X 3 X �/q & x I Y rn iv <c N I I I < =Q L4X3X'/4" LLV CONT L4X41/4 n I J I EDGE ANGLE N r I I (00 I M I 1 m " 5 _ I I I I 1x I O S2.4 I I I EDGEI OF CON . DECK T.O.S. BEAM I I SIMT.O.SBEAM(-15�1/ 0/Z") S2.3 I 52.4 o 7 1611 1 I 1 W/L4X9 A (-IO ") I WI6X26 (SLOPED W21X83 I (-4') 1 --- — - - -- O I I I A W21X83 4") I I I I I I L2X2X'/4 STRUT (TYP) I I I I I I I I I I I I I I I I I +1 I I +I I I I 1 N I I I I = I CD o I I m I �, I I I �, I L4X4� f%4 o I m 1 11 r� m I N I ' I x L4X4Xr�LV _x I (-151� ") I x I =iO xo N cn o I ALL SIDE —0 I Y IJ I N\ in r7 I I o I - 2 co 3- CL _ _ IX44(-4- i X1.1k.1' 6' 1 1 0 I I I cols i� I SPLICE ALL COLUMNS N x I A I I I J I 3'-0" ABOVE TOP OF - I 2" I I I Un c\jN N N I CONCRETE SLAB 3rd FLOOR x 1Y = x x Y SEE DETAIL — I I 1_4X3Xl 4LLV Lo II rn 711 rh ' I I EDG OF CONCI 52.6 I I 4 SIDES I - I 524 7 1 L I X 4 X /4(-101/ C Lp- I W21X62 1(-4") I O0 6' Li 32'-0" /2'DEEP 2 GA ALV INTE MEDIATE IB ROOF ECK ROOF DETAIL ATTACHMENT B TYP. I SEE DETAIL A 2 X' BRDG S2.5 TYP WHERE SHOWN ,-roll T.O.S. BEAM (-181/2") ) � I T.O.S. BEAM (-23%2") t-----05 Q RD TYP .-�-- I�/2"DEEP 22 GA GALV INTERMEDIATE I RIB ROOF DECK to IM I'_0" L4X3X'/4LLV & _ 10 2 L3X3X1/4"CONT 11 52.4 EDGE ANGLE I`" ILn Ln ix 1N T.O.S. BEAM L3X3X'/4 & L4X31/4LLV I� (-15%2") CONT SLAB I 6 1'-roll, 2) I 52.4 I oo `DJ I I I p 9y I y IW21X6 (-4") p y W21 62 (-4") Y Zo U OZ5 �_ o ? O g" co xx W O Q xx V (/) J J o 0 8° +I I 0 N �n 0Qj - I N CL L'' 5 m I c0 n 1'-0" F.STUD I 1 13'-2" I I I 4'-0" , 91-2" 511-8" I I I I I I I I c3 I I I I I ca I S2.4 I I co D I Cc F I I 1 m i- -- I Y I o I m I Y I N o 1 _ �- - I o X i Y i-- o i Lo x _ O„ IN o OR I 'ITI-N I o +— Q IN �o ems_ �i I I I o a I m I 4� 6'_-O" I — F I I I I I I I j I 4 1/2' W21XG2 1(-4") 1 1 W21X62 1(-4") i W21X62 t-4") 3 1 W21X621 (-4") 1 I I I C I I l0 C -122KII I I C I I I B I I I D I I io I W18X5 I(-40) I v - I co I- m 2 - W18X35( 4" x N � I I I 52.4 f I �, 1 L4X3XI/q LILYNx� —�XI a Ln x x m5 -"- 0l W18X3 -4") lam. Q' _ co pyW52L� C5X6.7 roll - 61 16K4 I N I I -3-05� 6.7 (-41) - - I I I ADD I I Y I S2.5 C5 W14X22(- 8 I I X BRDG I W21 62 (-4") = W 162 (-4") I r_,; I I 3 -- I 0 =- p W21X6 (-4")__j pLi 21X6? wlrox26 c-4") -- — �I _0 11-0111cliQ W24X94 STUBS (-411) SHOP WELD TO COLUMN -/ 3'-9" �� 6 6„ Q S2.4 6 6 32'-0" 321-0" L4X3X'/41-LV & L3X3X1/4 2 3 CONT. — SEE SHEET 52.3 THIRD FLOOR FRAMING PLAN FOR BEAM MOMENT CONN. SCALE: I / 811 _ I, _ 011 MOMENT CONN INDICATED BY 32'-0' TOP OF JOISTS -4" TOP OF BEAMS -9' U.N.O. TOP OF CONC. +27'-8' 32'-0 12' - 9" A -6" - F.STUD L3X3X'/4 & L CONT 3 0 I 0 4X3X'/4LLV 4" CONC SLAB ON 9/16 "DEEP 28 GA, GALV DECK W/ 6XG / W1.4 X W1.4 WWF FIN FLOOR EL +14'-4" SEE DETAIL B/S2.6 FOR FASTENING DETAILS I ROW BRIDGING 5/8" 0 ROD (TOP & BOTTOM CHORDS) L4X3X'/4LLV & L3X3X,/4 GE ANGLE REVISIONS -i- WU z >0 fw 0 z w� T. W m � zQ z J W 0 d J W (n J Uz } m W F N W UU z Q �U LJ n- U w 1 0 C Jam,/ `1 a or� I— LL LL_ (n O > I 0 z Q 0 Q � co LL � � 0 w z = � M� W O N z o � °D W� m z m °w_j m r� o Ib p co) CD U (' co o w U �4 �4) SHEET NO. SIo3 7 RIGATION NOSCAPING TE UTILITY IVIL tic. LiOtkng ec. Power PNHM� I•.f � a /AC Z ALING ICH MH Z SE SHEET Z P52. fl h 257 71EA251909. WA(i At In IgRR 32'_pII 32'-0" 32'-0" 1.5 16'-7" 5 F.STUD S2.4 „ I L4X3X1/4LLV & L3X3X1/4 I� 16X26 (-4 CONT I DT�0 X X6.7(-4" � W24X68 S00 — co N " - 52.4 ZC 11 - — E_� -- --- — — (D L2X2X1/4 STRUT (TYF co 00 12K1 I 105X6.7(4") W18X351 (-4") L4X3X1/4 LLV I I 8" 8 ALL SIDES L2X2X1/4STRUT @SImo I _� rn Pi co xI 1 I — i I' N.. co co rN N ,a 1_03X1/4LLV & L3X3X1/4CONT I I , N 0D ti I I I 8" 5 — S2.4 1 I 1 W21X83 (-4") oo r 7 II /5 W21X831(-4') 1 A l I A A O 8" I I I I 1 I I I cD 1 I N I I w m + I =N 0 1 fr I m l N I I I I x O w x I N I cn I xo I I L4X3X1/41LLV 110 � IX44(-40) — I I t 4-C X6.7(-4) in L4X3X1 LLV & 4 / A L3X3X1/4"CONT -2" x x Y 0EDGE ANGLE — I I L4XV LLV °ors 7 Q— I I 4 SIDESI 1-0 = - 1a, 1 W21X621(-4') AL 63-05X6.7(- ) ; - I I I W21X6 (-4") p W2 62 4") D z 0 U > 8, J � _J co x x cD M M x O Q xx V M 0 M IT N (A J J �m 0 1\ I I I I I V)o I Ar. cr I I I q'-Oil V 911-2" 5'F8" I13'-2 1 I C I I I C I I I 00 I I rr I in F- 1 _ I Y I t o I _ 1 a I t o I m N N G' W21X62 I(-4") I i W21X62 I(-4") I 1 W21X62 (-4") B 122K11 I L4X3X1 LLV I I I o C 1-1 22KII 52.5 81I in W18X35 ('-4") I 4 SIDE I 18X50 t- N ") I v I I I c9 2- 8K1 I N I S2.4 1 I 12- 16K3 I 22 C(- 6 Lf N v 11- m x q 5'- o I �, N I I x 1 — I I N _ ii �.. N 7'-0' 1 5'-4" I W18X35 (t4it) N ;�C 5� '. 5 i 52.4 I Y N 1 X' BRDG I I I Y I 2 I I I TYPcq 1 I �— N " -" _W1)62 (-4") Io M I - I 1 v c W21X6 {-q") N B — W16X26 (-41) 1ZZ W24X94 STUB SHOP WELD TO COLUMN ZF. i-n S T U D 6 6 S2.4 52.4 2'-0" 2'-0" I -6 32,-p" 32'-0" 32'-0" I 1_3X3X4& 2 3 4 L4X3X /4 LLV CONT FOURTH FLOOR FRAMING PLAN TOP OF JOISTS -411 SEE SHEET S2.3 TOP OF BEAMS 9 U N 0 FOR BEAM MOMENT CONN. ® SCALE: 1/8„- I,_o1, TOP OF CONIC. +41'-0" MOMENT CONN INDICATED BY 32' -0" L3X3X'/4& L4X3�1/4LLV CONT 6 A 1 1 6"_j Zo M - F.STUD L3X3X'/4& L4X3XI/4LLV CONT_ r I I 1 f I � 1 00 I I cn o I I — I I I I I 4'/2" I I W21X621 (-4") 1 I I I B I Y I w B 1 rNn L4X3X1/4 LILV W18X3 (-4") 6" W8X18 1 0 16K4 1'-0' IL C° W18X50 (.Iqi,)� 8" 0o I o WI4 Y (- 4") tv 1 rn 21X62 (-� 32'-0" v - I 6 2A I .J I UV 12'- 9" 5 4" CONC SLAB ON 9/16 "DEEP 28 GA, GALV DECK W/ 6XG / W1.4 X WI.4 WWF FIN FLOOR EL +14'-4" SEE DETAIL B/S2.6 FOR FASTENING DETAILS Wz Z W W z oz w W m " Lr Z o J Z— ?W a.0 7 W J (/) -I } Uz mW F_ Itj N UU Q � >-- z z � o n C� W W_ U C L.L. _1 O e c/) Q V— LL_ V) 2 O z Q J < cc I— W � z � m«� m O N r m o 0 00 Cco Dr - SHEET NO. sic *1't' £5 X +`g *, } `TOP OF SLOPED V �F�t� 0^11MrM, DETAII NO SCALE 10 F U AN tSH'G SEE VAULT MFRS, DWG,S, FOR WALL IRRIGATION Sl 4ANCHORAGE DETAILS STAUC,l 13 SITE UTR, S U 3 LAYERS 05 BARS CIVIL AT 4' 0, C. E, W, SEE REINF, DETA I L F/S 2,1 LANDSC L GRAPHICS G CONSULTAN I z - MTL, STUD WALL SEE DETAIL G/A2,5 FFOR CURB 4 PAVING 5EE DETAIL GIAS-4 /-: \ �—VAPOR "-- CO M PA C TED BARRIER FILL ( 950/0) VAPOR BARRIER EKTENDS OVER GRAUG BEAM FOR' BOND BREAK SECT1,01 SCALE. 1/2":1'-0" (52)1 WELD TO WES 077 24 TO C, EL, 0 Off COL. LINE 00R(��) BASE It SEE COL, -SCHEDULE 4-3/4'OxIL00 L= A -307 ANCHOR BOLTS (DBL. NUTS) 2"GROUT DETAIL SCALE: 3/4":11'-0' 52.1 FORM 1"X2" KEY OR USE PERMANENT rQIJJPM17 C) PREFORMED GALVANIZED METAL KEY. SEE DETAIL FORM RECESS FOR SEALANT. EOP CONSULTANT FOR SEE VAULT M�RS. TOOL EDGE TOA/6" RADIUS IKIFORMATION DWG5, FOR WALL NOT SHOWN ANCHORAGE DETAILS COMUNCTN T ONE LAYER 6x6-W1.4xW1.4 WWF I M INTERRUPT AT JOINT T— X T Fi Q 'OLEC LTG . pr E L 7 IL-4 -X* x ELEC POWA E-P —3 LAYER OF BLDG ROTECMGMT Bo 5 BARS 411 EX COMPACTED FILL VAPOR BARRIER FIRE PT (9 SE E DETAIL F/52A 1'- 6 &'L:rIMS'G P THIS JOINT INDICATED AS 'CJ' ON PLANS ON M E CONSULTANT 3 LAYERS = 5 GARS 4 0. C, E, IN, SEE R E I KI F. 3O DOOR DEPRESSION DETAIL _IAIL SEE DETAIL E/52;I SEE MFRS, DWG. C G A OR INFORMATION 1,74" NOT SHOWN #5 WITH DOWELS IN FILLED CELL ARCH z SEE PLAN FOR A ro _j CMU� LOCATION AND SPACING (L w 1//A\\x w FIN. FLOOR fr or 5 12 T 5. E.W. COI,,j- \LVAPOR BARRIER BOTTOM- C-FIDIS OF :REST P 11-011 5-JK170 2-#4's x CONT. DEPRESS 1 ON \_:��+3 SPACERS AT 36" O.C. !Z�ECTION ,,I/3 SECTION C" 11 "I _;, 1,2 :V-0" 52.1 NO SCALE 52.1 11 00 COL. LINE r"')0R(r__) SMITH, HARDAKER, HUDDLESTON & COM INS, INC. R E V I S 1 0 N S 5 Consulting Structural Engineers m f#1219 2223 Oak Street - Jacksonville, FL 32204 L_ 1 1/4 " E J. % / tk 2-*5 KS'-0,, 45 c' V—CENTER IN SLAP 8 - # 4 VERTS, 4 3 TIES �WELD REBAP Tn IA/E:M ^I- I F. P, SEE PLAN EXP, JOINT TYP, 8-114 VERT, wl THICKENED EDGE 5-*3 C] TIES OF 5 1 LA5 OL V4'EAP, JOINT TO.C, VAPOR BARRIER CA --W24 00 • ENCASED 3/4"� A32S TIES +1 IN CONCRETE BOLTS— + BASE It- SEE COL, SCHEDULE 4-3/4#0xI'-0,, II II' A307 ANCHOR BOLTS (DBL NUTS) 2"GPOUT WELD TO VVE5 OF24 EX_r,ERi0R TYF_,C,Q_Lfr BASE_DET_A_1L SCALE: 3/4"A'-0" 52.1 0 Outer Grid L (21nd Grid -:1-4 1 131rd Orld 13) Equal Spada troll Uoa DETAILS OF (3) GRID REINFORCING DETAIL NO SCALE I * 4 VERT IN GROUT FILLED CELL SEE PLAN FOR LOCATION _j FIN. FL. EL.+O'-O 4 1 do E. W. x S-011 DWLS 2 CLR, T.O.C, EL, i TO CONIC. WALL I I_ ft op 0 O v /x 2`_O"5GLj OPWC,, IFOR PLUNrER PER EL, MFRS, DWG, :0 4 121, O.C. 2 LAYERS EA. WAY NOTE: B" CLEAR, VERIFY P17 DIMENSIONS WITH ELEVATOfR EaUIPMENT PROVIDED SECTION SCALE: 11/2":11'-0" 52.1 8- -04 VERT, 3- v .5 I / W24 WHERE 00or— ZL Nig APPLI CABLE _ 3 SIDES T 0 C, or 0 L7- F, T-, Uj Q I- + • C\j x 4- + I + *4 If v II II I N T EE R, I QF TAP. Q0 - L_ - BASE DET-AIL SCALE: 3/4":V-0(; p 11 /—'/4:' EJ. AT SIM. C FOR 5AIS E ANCHOR e) LT5 SEE PLAN PIERS C-4, D-1, D - -3, D-4, E-21 E-3 & E4 811111VILAR L PLAN I Fr)j`I "Lef' 'J'��MAENSIONS DETAIL -'—_ 1 0 SCALE: 112".1' 0 S21, "L* LINE VARIES IN CORNC-H, WVVF E� PLAN T A BOTTOM GRADE vy X7— VAPOR 5ARRIEr\ COMPACTED F: I LL W24 ENCASED A_ IN CONCRETE L),I U SECTION ci Cn < Z ED w Z w D zo Z < 0 _j _j LL U) w fo PI0 _j _ w j 0 > Z Uj LU C) Ep Gn X U U 0 LLJ C.) :D .j LL F-1 . IpI— U. 0 W U) U. z 0 F- U) Z > co Lu z Q. Cr SHEE T' NO. 5EE DETAIL.rD S2,1 FOR PIER REINFORCEMENT — t' ,. w �1:, IITH, HARDAKERHUDD�=an Consulting Struc 2223 Oak Street • Jacksonvule, F COL, 3'- 0" COLUMN PIER � REINFORCEMENT OUTER EDGE- 1/4"EXP JT,— W14 SEE DETAIL G/52.1 OF WING WALLS EXISTING T,O,C, SLAE3 PAVING 4 CURB FACE OF WINDOI`t EL, O'-0" -7 BUILDING EXISTING BLDG, --�J- _._._ ..._ _ BY OTHERS X I FINISHED_- T;O,C. EL, 0'-O" SEE CIVIL T 0._C, F. F, EXIST, BLDG. ��. DWGS. EL, -1 0'0" — -- " 3/4 A 3 2 S BOLTS to 3/8 11 Ft I id3 -- -- v 3'CLR, - SEE COLUMN SCHEDULE FURNISH'G F I FOR ANCHOR BOLTS 14-#8@7"O,C, BASE PLATE 4DETAILC52•I -- SPACING T, 8, Z IRRIGATION $I 3'" 05@ 12"T. B, LCOMPRES5f5LE STRUCT $ 5TYROPOAM LAYER BETWEEN FOOTINGS SITE UTIE. S-U CIVIL C SECION SCALE: 3/88 : 1 `-0" S2. LANDSC L W 24 3/8" PLATE N,S, 4 F 5, aQ GRAPHICS c SEE 5ECTION 1/52.2 FOR REINFORCING { a'o F_ ( ij COL, CL CONSULTANT --- _ .o _ �., U UJ. W M EOUIPMT o I I co - - - - �-- - - -- / K) N ' EOP CONSULTANT 4" STYRO FOAM 13 3'-O" COMUNCTrt T j I 3 PILE„ PILE EA STI I �� S" FOUNDATIO PILES (BEYOND) ELEC. LTG E L ELEC POWR E.P SECTION -4 T PILE CAP Al A2 F DGPRorECBMF SCALE: 3/4":1'-0 82,2 SCALE: 1/4":1'-0" $2, 2,; PLUMB'G P HVAC M E CONSULTANT TO, EL, 0'-0 C L G C.A ARCH A a *4e 24' IN FULLY GROUTED CELL SEE DETAIL E/52.5 COLUMN CL. _k - I CONT -4• IN CORNER 1p4 EXP/-AN31uNJUINI LL '- -PAVING BY OTHERS -- - -X--._ x cf) — z 1'_3„ VAPOR 6ARRIER - SE-CTION SCALE:3/4":1'-0" \S2.2' F 1/2" It N,5, 4 F S. W8 COLUMN F:P, IJ BEYOND - x 2-#6 TOP r 4-*8 BOTTOM W/#4TIEs� gl' n BAD ,II 3 rr R NtSHED 4� 12" E,W, + v GRADEI z M + +'W24 ENCASED IN CONCRETE L .1 �i✓-:.' �.-. BASE 1SEE rn COL, SCHEDULE 4 - 3/4' 0 X 1 '- 0' A 307 ANCHOR BOLTS ( DBL, NUTS) 2" GROUT - C T10N r2 +"'SALE: 3/4":1'-0" 2.2 COL, PIPE I PILE PILE I 7. --N L uil 1,71c0 N Lo , 1 Cm Lu PLACE RENF, 4% - BETWEEN PILES L 3'-9" 2" AS SHOWN COLUMN CL. PILE PILES PILES Is No m I NO SCALE 52,2 THRIIL SCALE: -1/4":1'-0" S2.2, THINI I'-O I I , SEE PILE CAP DETAIL`F/S2.2 FOR DIMENSIONS 4 REINFORCEMENT 10" W 14 COLUMN BEYOND IV2-#4 PAVING � CURB BY OTHERS SEE DWG, r-T.O,C. EL•O'-0" EXP JOINTS li—A OL C ` #4DWL.@16"O,C, I-0' W24 ENCASED �- IN CONCRETE I Fi7 SEE DETAIL 8152.1 � COLUMN SCHEDULE FOR BASE PLATE CON'dr^T � `` DETAIL ,(✓T� 3i:ALE: 3/8":1 -v et c 1,COLUMN & CAP CL. Lo �w SEE PILE CAP D/52,2 SCHEDULE FOR FDN, DEPTH 4 REINFORCEMENT SEE COLUMN SCHEDULE FOR COLUMN SIZE, BASE PLATE, ANCHOR BOLTS � �T,O,C, CAP I 2' NON -SHRINK GROUT EL,-3-8" U,N,O, ' d Q b d PROVIDE 4' 0 4•. J I STD. BEND v ° v (7-I 1 i . J • • • • • co U,N,0, :4 • c 4 SEE PILE CAP SCHEDULE I" O LU x U z On N J U ,I, N o = "' WEL I- N U FOR REINFORCING II 3' CL Wr OAUGERCAST PILES (TYP,) SEE CAP DETAILS FOR PILE SPACING COL, PILE 1`6" REINF, AS SHOWN ON DETAIL uiB/52, 46 PILEPILt " 6'-0" TYPICAL PILE -CAP DETA' _.w THREE PILEo NO SCALE S2a SCALE: 114":1'-0' S22` �oTES FALL FILES ARE Te-1 FEINJ=c{z F_D la17H DNE. NG.. 154 - IN T14L C1=NTE.g DF- 1=ac4} PIL9- C--OE� {;?IoV- To e-k';Tlt.ci o P?-r4sQ IMMF.014 EL:y AFTT* 2�ALL PILES WILL BE DRILLED 4 CAST TO A DEPTH OF - 25'-0 a)TOP OF PILE ELEVATIONS SHALL DETERMINED FROM THE DETAILS ON THIS SWEET. �� SEE S01L5 REPORT FOR DETAILS ON PILE INSTALLATION, PILE DESIGN CAPACITY: OF CAP PILES DIMENSIONS 2 5'-G" x 2-G " YCAP—SCHEDULE 20 [%Jives -NOMINAL CTR TO CTI?_ PlLF SPACING VC" TOTAL REINFORCING REMARKS THICKNESS LONG WAY SHORT :A,A"Y I 1' - 11" 4 - #S 11 -*S USE IBOO HOOKS AT ENDS 2 5'-6"x4'-6" I' -II" 9 USE 1800 HOOKS AT ENDS 3 SEE DTL. F/52,2 2' - 4" — — USE PILE 5 - S 6" 13T N EACH SEE /S 2.2 3 SEEDTL•B/S2,2 2'-41' — — USE Pli R 5-IS eG"BTNN,EACH SEE 2,2 4 S'-6" x5'-6„ 2'- 2" 11-*5 W — W Z� z Q° a JJ au- o In ° ,J W ` J W J LL Uz LU W° J I� X UU Q LLQ m Q� HkrET NU. FURNISN'G F — IRRIGATION S I STRLICT S SITE UTIE S'U CIVIL C LANDSC L GRAPHICS G c Ns J;_TAN' r M7_ EOP CONSULTANT C OMUNCTN T .ELEC LTG E-L ELEC POWR E P BLDG. MGMT BMF FIRE PROTECT PLUMS'F ...�.—p i i N V A C_._..___._..—.-.sW M E CONSULTANT -A ! PCH A; f C B.ASE sH � gle COL. 4-3/4"4A325-F I/2" STI FFEN ER 3/4 x 9'12 x 2'-3„ C N,S, 4 F,5, I I L _ 5 16 � ll 5116 T 1 5�16 '-SEE NOTE -A SEE NOTE A--' t W21 N f 112" STIFFENER FL m N,S F, 5, - • 4 - 3/4"O A 325 - F -- - --- -- - I W - bI E A M SECTION, SCALE: 3/4 ' 1`0' 2.3 GO L. 5�6 /2" 4-3/4"0 A325-F —4-3/4"0A325-F �3/4x9%2x2'-3" 1/2 „STIFFENERIt S -SHIM vow- 3SEE NOTE A 3116 3/16 IG v W21 M 4-3/4"0A325 F 12" STIFFENER fL N.S. 4 F• S, W-BEAM VARIES -SEE PLAN 1 5 16 LI 5/Ig Y!71E o IkA 0 M E N T CONNECTION-- _ SCALE: 1 1/2":t`-0" I —4-3/4"95 A325 112 to SEE NOTE A TYPE _ A _MOMENT CONNECTION SCALE: 1 1/2":1'-0" I112" STIFFENER. t N,5. $ F,5, ' 'A 1/4 V BEAM COL: T 4 -3/4 A Z)Z5 - F / I �4 3/4x 6'/2 xI'-9 + wIa CV 4-3/4"c� A325-F STIFFENER It N,S.�FS, 1/2"@ O- S 16 5116 NP, > —�—/ 3/4 5/16 STIFFENER Ft N•S, e RS, 1/2;' c © 1'/4'e (�) 4 © — 5/i6 5/I TYPE I� SCALE:1 1 /2":V-0" STIFFENER PLATE -1/41/4 5/1-4 I/Z" STIFFENER PLATE N.S, 4 F 5, COL. 4-I"oA325-Fo1 4 - I %4"O A 325 -Fe It X10x 2'-7" 3 —4- IftPA 325 -Fs BD 4 -1'/4" 0 A 3 25 MOMENT CONNECTIONS COL. C A P FL 4 - C A325 -F M_ i -4- �14° A325 -F SHIM 3/8 A325-F %2', it SEE NOTE A TYPE MOMENT ® TI�� TYPE OF MOMENT CONNECTION ,\SCALE: 1 1 /2": 1'-0" SCALE: 1 1 /2": 1'-0" NOTES: A, CONNECTIONS SHALL BE DESIGNED T-0 SUPPORT 112 T14E TOTAL UNIFORM LOAD CONSTANTS IN PART 2 OFAISC MANUAL FOR STEEL CONSTRUCTION, 5, BOLi 5 SHALL BE 3/4" 0 A 325 - N. UNLE55 SPECIFICALLY NOTED OTHERWISE, C, USE E 7OXX EiLECTRODES FOR ALL WELDING, Q. ALL STIFFENER PLATES WILL BE FULL WIDTH OF THE COLUMN FLANGES, MITH, HARDAKER, HUDDLESTON & COLLINS, INC. R EVIS IONS Consulting Structural Engineers ® 2223 Oak Street - Jacksonville. FL 32204 321/-Z 6„ 3�2 �� O SE.E PLAN /"" L 4 x 3 LLV) - 1 I/2 "- 22 GA.- TYPE F CONT. ( DECK - G7ALV. VVELD 70 WIS ! s- o.I FURNISH C- IRRIGATION S I STRUCT S SITE UTIE. S-U CIVIL C LANOSC L GRAPHICS %a CONSULTANT ,a EOUIPMT Q EOP CONSULTANT COMUNCTN T ELEC. LTG E-L ELEC POWR E.P BLDG. MGMT BMF FIRE PROTECT P LUMB'G P HVAC M M E CONSULTANT a4E A E s S rr C. H CONNECT OVERLAPPED SIDE LAPS WITH i-12 HEX HEAD SELF DRILLING SCREWS SEE ROOF PLAN FOR NUMBER REQUIRED IN EACH SPAN BETWEEN SUPPORTS_ INTERLOCKED STANDING SIDE LAPS NOT ACCEPTABLE_ USE TEK 1 _*12-14 SCREWS 6 I TI 3'-0" WIDE STRUCTURAL SUPPORT AT 5/B" DIA. PUDDLE WELD (TYP_) END OF SHEET co HA •• _ a I _ i Ill a I z JOIST TOP CHORD SHOWN z TYPICAL ROOF DECK DIAPHRAGM ATTACHMENT BEAM SIMILAR CONNECT DECK TO ALL SUPPORTS BY WELDING ALONG EDGE AND AT RIBS AT THE FOLLOWING SPACINGS: PATTERN 'A' AT 6" ON CENTER (EVERY RIB) PATTERN 'B' AT 12" ON CENTER (EVERY OTHER RIB) SEE ROOF PLAN FOR LOCATIONS OF WELDING PATTERN ----- SHOWN THUS —� AND THE NUMBER OF SIDE LAP SCREWS BETWEEN SUPPORTS -- SHOWN THUS DPTAIL a NO SCALE SZ.S Q w if L 1 CT1 N SCALE; 3/4":1'—b" SQ rj LLl 0 Un +1 0 N r-- tnQ Id-0 ,VERIFY SLAG OPENING WITH MECH. EOUIP 3 KSI CONC.. 3 p 8" O.C. EA. WAY Emmol /I - W-18 W 18 L C5 . G.7 (T EMPORARY DECK SUPPORT. REMOVE AFTER CONIC, ATTAINS 7 DAY STRENGTH) AT ROOF TOP EQUIP. PAD 111"4 AT 16"(2 MIN) , 3116 15T L 4 x 4 x1/4-� 2" FIRESAFING INSULATION— / 8"CM U I %r— 22 GA. STEEL DECK DETAIL B NO SCALE 2-*3 SUPPORT BADS I 1 it - DECK 1 OR 11 TO BEAM R y' BEAM -SEE PLAN �4"x4" BAR WELD -BAR AFTER 3/f6 2-f2 MASONRY IS ERECTED � FIRESAFING INSULATION 15 INSTALLED _SECTION SCALE:3/4":1'-O" 52,5 i — 6" LT GAGE MTL, I _ L4 x 3 x 1/4 (LLV) L4x4x1/4 3 Ig E.I. F, SYSTE M —� SECTION 4 ALE: 3/4" 0 S2.5 I ( , 6" MTL. 5TJ0 SEE ARCH, —316 2-1Z{TYP, W16 jL4ly 3'x 1/4 ( LLH) 6" CTION I SCALE: 3/4":1`-0" S2,j ADDITIONAL L 2X 2 x 1/4 WEB MEMBER RFQ'D IF LOAD FALLS e, G" OR GREATER FROM PANEL POINTS (150'4 MAX I II I � � V i u.i-ter-..r —,.-. FROM PANEL POINTS T ;A'! _ C NO SCALEV S2.5 structural Eng.s jj tv �32204 a 1, �o. SPLICE OVER JOIST 6„ i T.O.C. 5LAt3 (SEE PLAN) 8"CMU r W,W,F 5EE 5ECTION W18x.�0 ffl 2-122IS2,5 FORALL4x4x%4 INFORMATION NOT SHOWN %4"x4" FLAT BAR" CMUBEAI'— 2" FIRESAFING INSULATION SECT21ON s SCALE:3/4":1'—O" $2.5 ICo 11/2 @ SPLICE CONT. ANGLE SEE PLAN — AFL o NO SCALE 52.5 I" rl - r FILL CELLS FROM F0071N37 TO ROOF TIE BEAM OR AS INDICATED ON DRAWINGS, SEE PLAN FOR REBAIt, 5PLICE AT CONVENIENT HEIGHTS, c W_ cl zLij CE ' ❑ Z Z ❑ o (_�J w LL �A, � UUU��JJJ LlJ ,% W 0 —" z W W0 m —I I Y- X UU Q �Q LAP 48 DIAMETERS AT SPLICES, SEE FLIRTHEIR INSTRUCTIONS ON LOW LIFTLLJ M? OR HIGH LIFT FILLING OF CELLS, P.A.1 DETAIL E SCALE: 3/4":1'-O" 2.5 LL 3t r IMF, ta� a 4/) COL, 3p oa m °. 2 - *4 T, 6, ` .r 11 W/#3 TIES @ 18" co L4x4x%a CoNT, FI Lu — — ----- -- — __ — WWF �, TOPPING ;A x SLAB _ , N A�A1 a7f;ii>� \-6MIL, �� BRDG. — POLYETHELENt 2 m WATERSTOP SHEET e 7 � [.1 6EAM -SEE PLAN 't b �� L� 'Im 1 STEEL JT,—g�6" CENTERING s n co c NORIZ 6RIDGING � 7 WELD L 2x20/I6 x O'-8" WELD TO JOIST 'BEAMS 'v LONG AT EACH J015T ,I i SECTIONCTI - SCALE: 3/4 .i C" S2.5 t\ li SCALE: 3/4 .1 -0' S2.5 1 i I i is s SAW -CUT SLAB I" DEEP WITHIN 12 HOURS OF CASTINGk ONE LAYER G x6 - W 1,4 xW 1.4 VVWF I" CLEAR, INTERRUPT AT CONTROL JOINT 11 -ONE LAYER 6K6-WI,4xWI,4 WWF X C\j FURNISH"G z9/1ro"'CENTERING—VAPOR BARRIER VENTED) IRRIGATION S I THIS JOINT INDICATED AS 'SJ' ON PLANS ST R UC T ---DET-AIL SCALE: 3":1'-0" SITE UTIE s-ul I CIVIL c ILANDSC L I GRAPHICS G I CONSULTANT I EOUIPM7 0 I EOP CONSULTANT I COMUNCTN T I ELEC LTG E-L I ELEC POWR E-P BLDG. MGMT BMF FIRE PROTECT PLUMB'G P HVAC P. I I M E CONSULTANT b A 9 m 3/;- C 5x G, 7 COL, SECTION SCALE: 3/4"A'-O" ( 1/4 ( LLV) GAGE 5TUD kRCH,) FOR SPANS GREATER THAN 3'-0" CONNECT SIDE LAPS WITH *12 HEX < HBETWEEN HEAD SUPPORTS aSELF DRILLING SCREWS MIDWAY z c"�� Lu Lu SECTION' +12 HEX HEAD SELF DRILLING SCREWS OR STRUCTURAL SUPPORT AT 1/2" DIA. PUDDLE WELD (TYP) END OF SHEET lij 4 -.-1 z z 1- 3: 0 O= z , I z 1111 II il J! 1 11 1ill'ilI h �: 0 uj = In 9) INTERMEDIATE STRUCTURAL PLANS SUPPORT SECTIONS THE DECK SHALL BE ATTACHED TO THE STEEL FRAMING BY EITHER FUSION WELDING OR SELF DRILLING SCREWS AT THE FOLLOWING LOCATIONS: (A) AT SHEET ENDS AT 12" ON CENTER AND AT SIDE LAPS (B) AT INTERMEDIATE STRUCTURAL SUPPORTS - AT 12" ON CENTER AND AT SIDE LAPS USE WELDING WASHERS FOR DECK THICKNESSES LESS THAN 22 GA. NON COMPOSITE FORM DECK INSTALLATION DERAILS DETAIL NO SCALE 15/16"0 HOLES FOR 314"(PA525-F 60LT5 EL, 30'- 8 2 U- lj 'HIM r-5 AS REa'D 2 Y, � t'22 �44// " i r 1 2 -3/4 H 0 A 325 50 LTS W1 151I6"O HOLES X (g 0' 14-A + I r 1:1 7 /-5/4`5PL, C5 FOR W14 _j 542 AND OV E 112" SPL, Ii's FOR W141�Y,311 AND UNDER 3 SIDES 3/16 TYPICAL COLUMN SPLICE H.S. BOLTED CONNECTION N7 1 "i 61JALL R 4 j z Lu Lu Z z 0 z < _j _j cf) rr Lu 0 Lu Lu _j J�l _j 0 co > Z >- uj LIJ 0 ED — _j X ou < IQ co < --) ui ui ui U. F— LL 0 LL' 0 C) F— F. uj Z FURNISH'G F IRRIGATION S I STRUC'T S SITE UTIE S_u CIVIL C LANDSC L GRAPHICS G t a 9 „N, c,.14Ijpmr p EOP CONSULTANT COMUNCTN T ELEC.LTG E-L ELEC POWR E-P BLDG. MGMT gMF FIRE PROTECT. PLUMB'G P HVAC M c M E CONSULTANT 9,... A z I1 FACE OF EXISTNG � DCISTINv IG"� NC, COLUMN BLDG- BELOW ' CO FACE OF L? 8, .�.._.�. — 1/ EXISTING i PROVIDE'/4N ` EXPANSIOS __.� - �,� BLDG. ABOVE JOINT MATERIAL AT FACE OF WAIL AND COLUMN � iV - _ — N 0" TO.C, EXISTIN a I co FDN, EL ..ADD 4-051<4'-0" DOWELS CD 04"04, SPACING EACH CORNET".. CKENED EDGE I"CLEAR OFTOP OF SLAB --� OF SLAB, SEE 5'-I3/4/'6" SECTION I BELOW I -PLAN VIEW - FOUNDATION. - SCALE: 1 /4":1'-0" FACE OF EXISTING —EXISTING EXISTING EXISTING j' BLDG, ABOVE W8 COLUMN ! `W8 COLUMN W8 COLUMN 5'=I3/4" 1'-IOf4" 6'=0" EXISTING .i — IP " 3 OPP� I'.0" COLUMNS M M S2, HD, M � W8x 18(SLOPED) WBx 18 (SLOPED) WSx18(5LopEo) �8t O1 N t'A T N x x x x I X eXo o r� a� oo • 1 52.7 3: CID 52, 7 W6x24 (StflPED) jl Sx 24(SLQPED) W8x24(S P) 3 - ---- ---- - V tc'y c3+ + Ii rEXISTINC 1'/2' M EXISTIN�7 TL; DECK WIG x26— 11/2" INTERMEDIATE Ria Ja i - --EXISTING METAL DECKING S2.7 20 H JOIST ATTACHMENT PER —PROVIDE X=BRIOGINI= DETAIL A/525 4-0 - nl' PER DETAIL I/S2.4 PARAPET SEE -CANT. L3x3x%4 3 3 SIM 00 ARCH, DWG', S27 p W$XI t Cl2 STRINGERS --_-� N BY OTHERS co 3 \ 2' " FIR, �2 SLAB BY 017+ERS CID w8X24 7W8x24. N 4 STU5WELD nI DK 527 /TO COLUMN cj BASE PLATE v(0- N N SEE DETAIL C)TYP ��L� Y 3 FACE OF - - T.O.C. EXISTING EXISTING S 2.7 SLAB EL, O'-O" BLDG. PROVIDE EDGE CHAMFER - NV 2-"5 BARS r"6" FOUNDAI Y , 3 c SL Si• PLAN VIEW ROOF LEVEL SECTION SCALE: 1J42 SCALE: 1/4":1'-0^ '".3"-0" $16 —FXISTINC-- W16x2G DETAIL A EXISTING FOR DETAILS NOT 2.7 - -- I %2" DECK SHOWN SEE SECTION 2/51,6 e_- T.O.S. EL - 12 TP0,5, EL. r'-p„ J � _ EXIsT'�1'= X BP —. --- CENTERLINE OF (SEAM W8 x 18 4 O N I W8 BEYOND (BEYOND) xGm LT 'rn _I M W8x24 M W8x24 �/4 TO.S, EL, 3 GAGE STUDS � I 82,7 `I -o D 523 E M S2.7 r W8x24 6,LT, MTL. GAGE W8 K 16_ a - STUDS. 5EE ARC4, [ — — r t WSxI$ _ 'x CBEYOND)00 CONT. N I DETAIL B c9I L3,x3xya (TYP,} 527 N �I o W8x24 W8x24 V�18x24 �. r I pj CHAMFI<R cD�PIN I, rO.C. EL, _ 11 _ 11 s o �Gx6-W1,4xW 1.4 WWF V/ —FINISHED GRADE J COMPACTED VAPOR 2 5 BARS F I LL - BARRIER SECTION SCALE: 1I4"1'_0- oI U -Lo EKI S 12"C01,4S. WALL 0 I �n l T.O.C, EXISTiN S LA E EL O'-O"� F VAPOR FOOTING r 2 5 BARS BARRIPP —COMPACTED FILL SECTION SCALE, 1; 4" 1 Ol"1 REVISIONS U coQ Liz _ W w Z� r 14J Z Q O J_j mi I u. P, ' IF co I11 3 L� .J W I .J J J W J z W UUJ 0 W �co W IV- X UU Qr Q UJ Q s 3 U. 1 u-Z ' cc s ak P P Lij P� cc _7 100 NOTE: MO INDICATES FULLY WELDED MOMENT CONNECTION BY FIELD, 7 . t,? T' _F" 0.t... c :kl.r rI' JLtSTC7N 8cCL;a'_.s a5 A C: �ctural Engineers SLOPE 1/4/ FT 4q A C8 FURNISH'G F I IRRIGATION S I CIVIL C LANDSC L 1112 " M ETA L. DECK TO.5, 25'_ V/20 ` LSx 3 SECTION SCALE: 1 1/2":1`0" GRAPHICS G II EXISTING WiGy2r. CONSULTANT II 2 - 3/4 110 A 325 BOLTS EOUIPMT Q SNUG TIGHT ONLY GALL THREADS EOP I CONSULTANT WS)c24 COLUM N— 0 x 17/8 SLOTTED 3/8 •It 14 LE 5 1 N PLATE i�, Fo , FIT UP ELEC. LTG E-L ELEC POWR E-P BLDG. MGMT BMF FIRE PROTECT 3 I M E CONSULTANT I CLG I ARCH A ISASE SH et DETAIL SCALE: 1 1/2":I'-0's 15EAM 11/2"METAL DECK /ib v SLOPE 1/4"/FT, L3y3x '/4 SECTION SCALE: 1 1/2"A'-0" 2 - �14 " 0 A325 F: BOLTS m PROVIDE 13i6"OX 17/81 / HOLES I r� 3LV I Li..J L ;;) IN FOR FIT-UPj wo (BELOW) 2-L4)<4y,3 4—SA"OEPDXY PROVIDE IANCHORS &- Gx G -3/IG11oxIy8 SLOTED HOLES SPACING SPACING .5"MIN. EMBEDMENT �3/4 GAP EXISTING 8 COLUMN 11 4" GAP. 0 A 325 TYPE F BOLTS SEC I 0 N_ t`3 ",J SCALE: 1 1/2".I`0" �2.7 15/16#0 ROLES FOR 5/4' 0 2 'ANCHOR BOLTS Ti I I 1V2# NOR -SHRINK GROUT 5/4" 0 A 307 ANCHOR BOLTS 8" EMBEDMENT 4 5/5 "P EPJ&y A N.__H ZZ'x G' SPACING 5" MIN, EMBEDMENT —2-L_4K40'� ni PROVIDE '31IG"O X INO 2 - -3/4 A 525 BOLTS SNUG TIGHT ONLY 5LOrrEo HOLES &A LL THREADS --X F P, V48x24 COLUMN SECTION SCALE: 3/4":V-0" 0" STIFFENER PI.A W8)c 24 STUB WS BEAM 3y 6`5TIFFENER l�'S N5 e F, S, F P W8 COLUMN lie 5/40 0 A325 F BOL75 On DETAIL s DE7'kiL rc_DETAIL o DETAIL Is SCALE: 1 1/2"1'-0" SCA_E: 1 1/2":1'-0" SCALE: 1 1/2":l'—o �J SCALE: 1 1/2"A'—O" < z zo P Win' z 0 < _j _j Co 't! w In O w g" k- w C) Co > o rz 0 Ld X wo ID IY x 00 < I < Co < -) a 0 z 0 w Lu< :)U> .J.�o 0 0 Uj U. Oi—CC cc w z x w 'TIM 03 F_ Ocn CIO All -- .tys:"`E oS V, HUDDL ST 1N & CC-111j'NS, 11N " Structural En, 4 J. T(-!rksonvil- � \� ) \ ±� � <: \u18 \% I OM a t �� x r'i we '*' 4 ��r p ,tiayyrnF#+r.?`.� y 1 i g I P TO 7/AP 12X12 SR RTU/2-3 -• t.:vt u uvi..i r ?`. 7 H ?"� °n a : a ' n IV � � � a ^K .�, tVt ., ^a 1 RATED �" � � >. � ATION .SPLIT 120 RTU/4 � , ��"��, � r „ INSTALL I T CLEANGUT =150 SPL T a::. . . W/COMMUNiC T 0YP. I'�Ijav��/•�1''�7I'� /�' 1 1 \1 I �M�.II'�_. - 1.. .., u<vRr. ,:'. .,.� .3,.ti ,..x��.. u.n,:...., r .. ....'k.,., ,. •...t .,:,� .vu,,..F rr.. >.ts a..:-,- #:k,'� :... ,..s,+T.. f!A-. •,:. - ,.,��.. , fi...as.r5r ,...... ..�% .. r - .> 4,> " `<•d^'< I H, '-- pull I� 8 t 4u�"� :'� . - • • • I e • . 6 r 'a m'r r'+!�'�r ♦ 1 . , . , • r r`. d� gf"xr I ` A x' `xt. • • ��a q6^t, ... •.,,4.. ®r ., ,.w,. - v.=:t.ar.. .},y ,>w 4r : : �, : .'' r� A ,f. n .x+?..r,' '.,.;m;.'a„,}I , .., "!.'a �. n�. .• .:,�`s. d.-6.+tr.rt`amska. �a.N•rk-w:L., -, `��`''� j — i • � , �i_ `I♦ ��I�d��I ' —�—• __ �� - s t,.,I� a t'A., -:,v.iA.. :�wt,rx'+.I^�a:M,.>l ;r'o�1.M,t°1A.y3''4r,.,. . . ��•- �. .• —e �■ I 1 v�:3`��ir f "ytr�.x:.n., ,. PE�"ruxh�g.'f`er. ,�r:<.�-.:,g,kR¢'f.,.an,C� ' •n§x k-y kI.�Y:' x, rfl=ry�+I'cnn4 CEILING OFFSET CrzY �:f3.;'l;4N.c�f ;�Ts..,..,,.,.,^d}�'._......'_ �: � • � ,'..•.. •. �-•.... _nn'l �i— � • _ • • D A.• s• I I • . ADOWN ■ . • 1 ■/ 1 '� .s�m...acJ__, ,s.: �i.�d >,,„+�w'�, .:aj •,x>,'«+}�? ..bc}'N�'; ^e,,,tv1, n:€�..r (u,.t''3:._ 4'n,a*,'qnih�r; �Y�?,,�b.krk.',",xg�n,:'a� *,',y,`ni``r..„, i:�ittSa.r„:��kk..;;a�!: }:`",/;,'�v��,,. r � � 'YR-��r.nt 3P,,tzg,",� i"*P•r1y'A1�&,�;'•,+r£^xf�`3>"un`.."<t.,�.,rs' .Tti.3.,!n.p""�r�q``.�.j.x:.:mm�.� .�.�''-•,'{y�.i ,�'My,r .`^� �"s2(mvdyr,�e ^Y� , i° ?te`:i�.,rr:P§aI., '. tib,•�Y,g�'4 Ly;^F.�aY,.��g"a�;,.'B=;�":.;'•'t,1-ya.:ft� rX x firlb.4kS'weiyFh.'k� : r ,. ', • '- w� � ' 's t R r ,.. k.. � ,{ - + ,. y, d .4.... . s;, a, A. � • t ,:r y... ^�r..t. L , ; .. , d.., ..I ; : !-:: it r ,...,_; 4 '€m+" ; �^ ,,.. •, �h ,., �b' a:Kw,dl ., .... ��,.5,. - • . • 3 :... I � r . I � ?f.. ,r 2 !` a n '1:i�' . r�, r�h, G ..,.'#'. q;..a,x � � • � Q k, ': a i E•v'"`^" y fa+,'�a, '4 � � '_� a a3 %v"' ` to y �:�;..� � (} ,,.. ,4- ..•+. f JI� i • • .µ � � t irk 4^ti" t� .�,& > � k=. � fv.ry-' 1 „ y �'' >,�,'ti k ■ i � � I � �• ♦ �� •4e-?�',� adP � ,a3;'; s R'' „^. { c a r 1 � . N osr,'. 1 � ��.� _ a.1�- � � t � :t , e , ct Y �'. 1 t ✓ I m W •; , AP �3'1 f5t. ;p:. I I �,� } 1 � 0...y; t� � • ,� � . I. � - • s'. .u,x*. �'', a.'.. };*'1"ruyt ign rein ,.f s . I .m. • • I "In�® A��`h'" a < a f.7 �1 • �CllN��n��i�i��l ■ ■"'x i to f p , k�i.'„ _ � � � N±b�.�c v.. „ 1. �1�1_� , l 1 L � 1• a a. _ � —tea ,n. +,. �. .. REVISIONS0 0 u Li z >m W Z 0 W U) a: w x IM 0 w Q z Q z w d Q LL Q dS u N J F' U> WZ F0 N U OUC Q� I--- Z � Q O _I v I I I w U U c-D L L- Q J0 > e _ I-- cn Q C O _77 G� W �— cr z O !-n ao Gi Z C,Lr) 0 co t�.�o Z W 0O 0� 'aU 2 u SHEET N0. mI-4 <r , F�r"� 4 0 vfi t, i x, r� 4 5 y4 y w FURNISH'G F I RRIGATIGN S.I STRUCT S SITE UTIE. S-U CIVIL C LANDSC L GRAPHICS G CONSULTANT EOUIPMT' Q EOP gONSULTANT COMUNCTN T ELEC—LTG E-L ELEC POWR E.P BLDG. MGMT BMF FIRE PROTECT P LUMB'G P HVAC M M E CONSULTANT RETURN AIR TEMPERATURE SENSOR AS NOTED) I r, MIN. TO RESPECTIVE EDH UNLESS SHOWN OTHERWISE _ v `I I DUCT SIZE AND GRILLE SIZE ARE TG SIZES NOTED ON DRAWINGS. OP FI 1 LINQ REGISTER IN CEILING \J aL F%M CONSTRUCTED OF INTERNALLY INSULATED SHEET METAL OR FIBERGLASS DUCTBOARD. ELBOWED RETURN REGISTER DETAIL NOT TO SCALE M2'1 PROVIDE FLEXI6LE CONNECTION-- MOUNT FP8 2" 6ELow RATED CEILING WITHIN CEILING PLENUM\ r IFE" x %21' M E5 H OVER INTAKE—\\ X PLENUM RETURN AIR I NTAKE COLD AIR 5UPPLY INTAKE FAN POW ER NOT to 5CALE PIPE STRAP CONDENSATE PIPE LINE WOOD SCREWS NAILS CONTACT CEMENT BOND TYPICAL ROOF CONSTRUCTION D15CHARGE TRANSITION TO SUIT CONNECTION AND INDICATED DUCT. i 1/4W, 4" MIN. BRANCH DUCT (MAIN SUPPLY DUCT MAP PROVIDE EXTRACTOR WHEN SHOWN ON PLANS NOTE: THE BRANCH DUCT TAKE -OFF MAY BE USED FOR UP TO 15% OF THE MAIN DUCT CFNI ANYTIME AND UP TO 40% WHEN THE MAIN DUCT VELOCITY IS 1000 FPM OR LESS. SUPPLY BRANCH DUCT TAKE —OFF DETAILr NOT TO SCALE \,M2.1 PROVIDE CLOSURE SPRING AND LATCHES FOR HORIZONTAL INSTALLATIONS STEEL BLADES WITH INTERLOCKING JOINTS. 20 GA. RATED STRUCTURE-7 RECTANGULAR DUCT 22 GA. STEEL DUCT MOUNTING COLLAR 111 dill FULLY THREADED ROD ° 10I UP To STpuaiTu 1E (3/8°� I I IIII L V15RATION ISOLATION HANGAR (TYP. Of 4) ------------- -- �C x 2" x 1/6" ANGLE FASTENED TO COLLAR ONLY WITH /j10 SCREWS \ LOCATE i ERACKET -rO AVOID/5UIT COLLAR FUSIBLE LINK (160 °F) CONTROL COMPONET LOCATION5 IV PROVIDE TRANSITION TO UNIT COLD AIR SUPPL'G BLADE AND LINK CINCH CONNECTION To SUIT UNIT SUPPLIED, MAKE FINAL CONNECTION TO FPe USING 4' WIDE FLEx. coNN. ON INTAKE AND D16CHAR&a . FIREDAMPER DETAIL (TYPICAL FOR HORIZ. & VERTICAL 4 NOT TO SCALE M2.1 DETAIL q t ML. PROVIDE SUPPORTS AS NECESSARY TO OBTAIN REQUIRED PIPE SLOPE. 4 x 4 x 2'- 0" TREATED WOOD SUPPORTS AT 5'- 0" O.C. AND AT EACH CHANGE OF DIRECTION. in 1/2" CAREY TREAD 36" x 12" SHALL BE FURNISHED AND INSTALLED UNDER ALL PIPE SUPPORTS. ALL LOOSE GRAVEL SHALL BE SWEPT FROM AREA BEFORE TREAD IS INSTALLED PIPE SUPPORT ON ROOF DETAIL 2 N.. ; I . ' -ALE M2.1 OUTSIDE AIR INTAKE WITH FILTER PIPE SUPPORT CONDENSATE LINE TO ROOF DRAIN AS SHOWN ON M1.5 - SMOKE DETECTOR RTU SEE M1.4 FOR - CONTINUATION AIR FLOW al AIR FLOW (4'-0" CLEAR AROUND UNIT) FLEXIBLE CONNECTION (TYPICAL) PREFAB CURB TO MATCH UNIT AND ROOF PITCH VARIES FOR EACH UNIT ROOF PROVIDE NECESSARY TRANSITIONS TO SUIT UNITS SUPPLIED a r TOP UNIT MOUNTING DETAIL( 5 "ALE M2.1 0 VAV DIFFUSER DETAIL s NOT TO SCALE M2.1 UNIT AIR _OSE PING TRANSFORMER 120V. IN OF TOP UNIT TEMPERATURE CONTROL OL. IAGRA 7 NOT TO SCALE - M2.1 EXHAUST TRUNK DUCT I I I BOTTOM TAP PROVIDE SPIN -IN WITH I LOCKING DAMPER I I (TYPICAL OF 2) Lr—r—.J 10" � FLEX LIGHTING � SOFFIT 7 I I I I SHEET METAL 10" 0 COLLAR I I EGGCRATE GRILLE. EXHAUST FLOWS j THRU EGGCRATE t TOILET ROOM I TOILET ROO[ FXHAt 4ST REGISTER MOUN '1 _ mm .i;4, TYPICAL s NOT TO SL.P M2.) EVANS AND HAMMOND, INC. CONSULTING ENGINEERS JACKSONVILLE. F� ORIDFa ' , z; REVISIONS a° Z LL W — �� o z o IzQ 0 _j a 0- LL W� mW W 0 _1 W VJ J -i ZW J J rn \— Uz L W0 m X UU Qr [fQ UJ Q —) REVISIONS FURNISH'G F IRRIGATION S I STR IY'T S SITE UTIE. S-U CIVIL C .ANDSC L GRAPHICS G CONSULTANT EOUIPMT EOP CONSULTANT COMUNCTN T ELEC. LTG E-L ELEC POWR E.P ILDG. MGMT BMF FIRE .PROTECT. P LUMB'G P HVAC M M E CONSULTANT C L G C-A ARCH. A IASE SH, # UNIT NO. LOCATION SERVES INDOOR FAN DATA: WHEEL TYPE/QUANTITY SUPPLY CFM O.A. CFM EXT. S.P. (IN H20) MAX. MOTOR HP VOLT/PHASE/CYCLE COOLING COIL DATA: CFM E.A.T. (DB/WB, OF) MINIMUM GRAND TOTAL HEAT (BTUH) MINIMUM SENSIBLE HEAT (BTUH) EER/TOTAL COMP. KW AT 95 OF HEATING COIL DATA: CFM E.A.T. (DB, OF) ACCESSORY HEATING KW/STAGES VOLT/PHASE/CYCLE COMPRESSOR DATA: QUANTITY/STEPS RLA PER COMPRESSOR VOLTAGE/PHASE/CYCLE OUTDOOR FAN DATA: QUANTITY/FLA ACCESSORIES REMOTE CONTROL PANEL TIME GUARD 32LT MANUFACTURER MODEL 50 DP 1 �I EF LCX;A I=10N RM I I '* EEL ri?E C1 04 . ,Qv"A swo EXT. S,R (II. H20) 115,01 ORP A• TI PE 01RIEC7 m + DIA ;; z cl'74 'HP (WATTS) a` 28?3 ,CA RPM IfAIn. w 0 Y.437" j?'3L O Y VOL A "PHASE/CYO-E BACKDRAFT DAMPER Y% a S.S. SPEED CONTROLLER YES MANUFACTURER PENN MODEL NUMBER Z12MA ROOF TOP UNIT SCHEDULE RTU/1-1 RTU/1-2 RTU/2-1 RTU/2-2 RTU/2-3 RTU/2-4 RTU/3-1 RTU/3-2 RTU/3-3 RTU/4-1 RTU/4-2 RTU/4-3 ROOF ROOF ROOF ROOF ROOF ROOF ROOF ROOF ROOF ROOF ROOF ROOF 1ST FLOOR 1ST FLOOR 2ND FLOOR 2ND FLOOR 2ND FLOOR 2ND FLOOR 3RD FLOOR 3RD FLOOR 3RD FLOOR 4TH FLOOR 4TH FLOOR 4TH FLOOR 4800 4400 5600 4450 6600 3800 6300 6500 51300 6000 5600 6700 250 250 275 275 500 150 275 275 150 275 275 150 1.0 1.0 1.0 1.0 1.0 0.9 0.85 0.85 0.85 0.85 0.85 0.85 3 3 3 3 5 2 5 5 5 5 3 5 460/3/60 460/3/60 460/3/60 460/3/60 460/3/60 460/3/60 460/3/60 460/3/60 4130/3/60 460/3/60 460/3/60 460/3/60 4800 4400 5600 4450 6600 3800 6300 6500 51300 6000 5600 6700 80/67 80/67 80/67 80/67 80/67 80/67 80/67 80/67 80/67 80/67 80/67 80/67 130,000 124,000 154,000 124,000 208,000 120,000 165,000 170,000 148,000 152,000 145,000 175,000 98,000 92,000 118.000 92,000 152,000 85,000 130,000 140,000 1231000 128,000 120,000 146,000 8.2/18.1 8.2/18.1 8.2/18.1 8.5/21.0 8.2/18.1 8.3/11.3 8.2/18.1 8.2/18.1 8.5/21.0 8.2/18.1 8.2/18.1 8.5/21.0 4800 4400 5600 4450 6600 3800 6300 6500 5800 6000 5600 6700 65 65 65 65 65 65 65 65 65 65 65 65 16/1 16/1 16/1 16/1 16/1 16/1 16/1 16/1 le;/1 16/1 16/1 16/1 460/3/60 460/3/60 460/3/60 460/3/60 460/3/60 460/3/60 460/3/60 460/3/60 4f50/3/60 460/3/60 460/3/60 460/3/60 10 2/2 2/2 2/2 2/2 2/2 2/2 1/2 1/2 2/2 2/2 2/2 1/2 11.6 11.6 11.6 11.6 22.2 10.5 32.0 32.0 11.6 11.6 11.6 32.0 460/3/60 460/3/60 460/3/60 460/3/60 460/3/60 460/3/60 460/3/60 460/3/60 460/3/60 460/3/60 460/3/60 460/3/60 2/2.3 2/2.3 2/2.3 2/2.3 2/3.3 1 /2.1 2/3.3 2/3.3 2/2.3 2/2.3 2/2.3 2/3.3 YES YES YES YES YES YES YES YES YE:S YES YES YES YES YES YES YES YES YES YES YES YES YES YES YES YES YES YES YES YES YES YES YES YES YES YES YES CARRIER CARRIER CARRIER CARRIER CARRIER CARRIER CARRIER CARRIER CARRIER CARRIER CARRIER CARRIER 014 014 014 014 020 012 016 016 014 014 014 016 FAN SCHFPULE rF_ 2 EF-3 EF--4 IEF 5 EF-6 PC+A6I? POWER POWER I u6PBLAST ROOF N'ILA;TCRv ROOF VENTILATOR. ROOF VENTILATOR MLETS ELEVATORS EXEO.. MLET i 1-IOc3D ROOF ROOF' ROOF iRM. 114 ROOF MN -, CENT.. T, IMNT, CENT, 1-.945 700 160 im 4000 0.75 0.375 0.375 1150 t.1.0 BELT BELT DIRECT WECT BELL, "6 1 8 4 dT 3/4 1/10 1:150) 15W 1000 1200 '1050 1230 O.O.P., O.D,P, O.D.P. O.CY. O.D.P. 208/1/60 120/1/60 1201'1,/60 1120/1/Pso 208/3/60 YES YES YES 'YES NO NO NO YES YES NO F NN PENN PENN PENN PENN 8945 A835 XR94L 210TODA FMXI8BFT ECTRIC DUCT HEATER SCHEDULE* UNIT NO. LOCATION CFM EDH-1 FIRST FLOOR 175 EDH-2 FIRST FLOOR 670 �k ALL EDH'S ARE 277/1 /60. MAX. S.P. ENT. AIR MIN. LEAVING (IN. H20) TEMP. (OF) AIR TEMP. (OF) KW STAGES 0.05 58 90 2 1 0.05 58 90 7 1 FAN POWERED BOX SCHEDULE* PRIMARY LOW LIMIT INLET FAN FAN DISCHARGE HEATING INLET MAX. TEMPMASTER UNIT NO. CFM CFM SP(IN. WG) HP CFM SPIN. WG) KW/STAGES DIA. (IN.) INC MODEL NO. FPB/1-1 440 150 .5 1/10 400 .3 3/1 7 0 32 HVFB-C FPB/1-2 800 200 .5 1/4 750 .3 4/1 10 & 32 HVFB-E FPB/1-3 600 150 .5 1/6 600 .3 4/1 8 0 32 HVFB-D FPB/1-4 785 200 .5 1/4 750 .3 4/1 10 & 32 HVFB-E FPB/1-5 550 150 .5 1/6 500 .3 4/1 8 0 32 HVFB-D FPB/1-6 775 200 .5 1/6 600 .3 4/1 8 0 32 HVFB-D FPB/1-7 875 200 .5 1/4 750 .3 5/1 10 & 32 HVFB-E FPB/2-1 1350 200 .5 1/3 900 .3 4/1 12 & 32 HVFB-F FPB/2-2 1325 200 .5 1/3 900 .3 4/1 12 & 32 HVFB-F FPB/2-3 850 200 .5 1/4 750 .3 5/1 10 & 32 HVFB-E FPB/2-4 1350 200 .5 1/3 900 .3 4/1 12 & 32 HVFB-F FPB/2-5 1370 200 .5 1/3 900 .3 6/1 12 & 32 HVFB-F FPB/2-6 880 200 .5 1/4 750 .3 4/1 10-0- 32 HVFB-E FPB/2-7 1475 200 .5 1/3 900 .3 5/1 12 & 32 HVFB-F FPB/2-8 1695 200 .5 1/3 900 .3 5/1 12 & 32 HVFB-F FPB/2-9 1950 200 .57 1/2 1200 .3 8/2 14 & 32 HVFB-G FPB/2-10 660 150 .5 1/6 500 .3 3/1 8 32 HVFB-D FPB/2-11 1195 200 .5 1/4 750 .3 4/1 10 & 32 HVFB-E FPB/2-12 1650 200 .5 1/3 900 3 7/1 12 & 32 HVFB-F FPB/3-1 1350 200 .5 1/3 750 .3 5/1 10 & 32 HVFB-E FPB/3-2 1400 200 .5 1/3 900 .3 5/1 12 & 32 HVFB-F FPB/3-3 600 150 .5 1/6 600 .3 4/1 8 0 32 HVFB-D FPB/3-4 1200 200 .5 1/3 900 .3 5/1 120 32 HVFB-F FPB/3-5 2350 200 .57 1/2 1200 .3 8/2 14 & 32 HVFB-G FPB/3-6 1500 200 .5 1/3 900 .3 4/1 12 & 32 HVFB-F FPB/3-7 1400 200 .5 1/3 900 .3 4/1 12 & 32 HVFB-F FPB/3-8 1500 200 .5 1/3 900 .5 4/1 12 & 32 HVFB-F FPB/3-9 900 200 .5 1/4 750 .5 4/1 10 & 32 HVFB-E FPB/3-10 1875 200 .57 1/2 1200 .5 6/1 140 32 HVFB-G FPB/4-1 1000 200 .5 1/4 750 .5 4/1 10 & 32 HVFB-E FPB/4-2 680 150 .5 1/6 600 .5 4/1 8 0 32 HVFB-D FPB/4-3 1330 200 .5 1/3 900 .5 6/1 12 & 32 HVFB-F FPB/4-4 800 200 .5 1/6 600 .5 5/1 8 0 32 HVFB-D FPB/4-5 550 150 .5 1/10 500 .5 3/1 7 0 32 HVFB-C FPB/4-6 1375 200 .5 1/3 900 .5 7/1 12 & 32 HVFB-F FPB/4-7 1800 200 .57 1/2 900 .5 7/1 14 & 32 HVFB-G FPB/4-8 1600 200 .5 1/3 900 .5 5/1 12 & 32 HVFB-F FPB/4-9 1430 200 .5 1/3 900 .5 5/1 12 & 32 HVFB-F FPB/4-10 800 200 .5 1/4 750 .5 4/1 10 & 32 HVFB-E FPB/4-11 2000 200 .57 1/2 1200 .5 8/2 14,0- 32 HVFB-G �k ALL FPB'S SHALL BE MODEL HVFB WITH ELECTRIC ACTUATORS, THERMOSTATS AND SINGLE POINT POWER CONNECTION FOR 277/1/60 SERVICE. GENERAL NOTES SF_1 1. REMOTE CONTROL PANELS AND THERMOSTATS SHALL BE LOCATED 5'-0" INLINE ABOVE FINISHED FLOOR. HOOD 2. ALL WORK SHALL BE COORDINATED WITH ALL TRADES INVOLVED. OFFSETS IN 2ND FLOOR PIPING AND DUCTS (INCLUDING DIVIDED DUCTS) AND TRANSITIONS AROUND CENT. OBSTRUCTIONS SHALL BE PROVIDED AT NO ADDITIONAL COST TO THE OWNER. 3200 0.75 3. VERIFY ALL EQUIPMENT CONNECTIONS WITH MANUFACTURER'S CERTIFIED BELT DRAWINGS. VERIFY AND PROVIDE DUCT TRANSTIONS TO FURNISHED EQUIPMENT. 16-5 FIELD VERIFY AND COORDINATE ALL DIMENSIONS BEFORE FABRICATION. 1700 z 4. ALL DIFFUSER AND REGISTER LOCATIONS IN SUSPENDED CEILING SHALL BE SA O.Dm�e_nR.e..Pn COORDINATED WITH ARCHITECTURAL REFLECTED CEILING PLANS AND ELECTRICAL 20813/60 PLANS BEFORE INSTALLATION. YES 5. ALL DUCTWORK SHALL BE INSTALLED AS CLOSE AS POSSIBLE TO WALLS AND NO UNDERSIDE OF BEAMS AND SLAB UNLESS OTHERWISE INDICATED. PENN SX145B 6. PROVIDE ACCESS FOR SMOKE DETECTORS IN DUCTWORK. 7. PROVIDE ACCESS PANELS UP STREAM OF ALL FIRE DAMPERS, ELBOWS W/TURNING VANES AND ON DISCHARGE SIDE OF ELECTRIC HEATERS. 8. CEILING ACCESS PANELS SHALL BE PROVIDED, WHERE REQUIRED, TO SERVICE DAMPERS, HEATERS, VALVES AND OTHER CONCEALED MECHANICAL EQUIPMENT. 9. FLEXIBLE DUCT CONNECTING MAIN DUCT TO SUPPLY DIFFUSER OR AIR BOOT SHALL NOT EXCEED 12 FEET IN LENGTH. IF THE DISTANCE EXCEEDS THIS LIMIT, AN INSULATED METAL DUCT OF REQUIRED LENGTH AND EQUAL DIAMETER SHALL BE INSTALLED WITH AIR SCOOP AND DAMPER AT MAIN DUCT TO REDUCE FLEXIBLE DUCT TO A MAXIMUM LENGTH OF 12 FEET. 10. ALL DUCTS TO BE GROUNDED ACROSS FLEXIBLE CONNECTION WITH FLEXIBLE COPPER GROUNDING STRAPS. 11. PROVIDE FLEXIBLE DUCT CONNECTIONS ON ALL DUCTS CONNECTING TO FANS AND HEAT PUMPS. FLEX SHALL BE A MINIMUM OF 4 INCHES AND MAXIMUM LENGTH OF 8 INCHES. 12. THE INSIDE OF ALL DUCTWORK VISIBLE THROUGH A GRILLE OF DIFFUSER SHALL BE PAINTED FLAT BLACK. 13. ALL RETURN AIR OPENINGS ABOVE CEILINGS SHALL BE PROVIDED WITH A 1/2" MESH ALUMINUM SCREEN. 14. ALL DUCT SIZES SHOWN ARE INSIDE CLEAR DIMENSIONS. 15. SEE SPECIFICATIONS FOR GUAGES, BRACING, REQUIREMENTS, ETC., OF DUCTWORK. 16. REFER TO TYPICAL DETAILS FOR PIPING SUPPORT AND INSTALLATION OF EQUIPMENT. 17. ALL EQUIPMENT, PIPING, DUCTWORK, ETC., SHALL BE SUPPORTED AS DETAILED AND SPECIFIED. ADDITIONAL SUPPORT SHALL BE PROVIDED AS REQUIRED TO PROVIDE VIBRATION FREE INSTALLATION.. 18. SMOKE DETECTORS SHALL BE FURNISHED BY THE MECHANICAL CONTRACTOR AND WIRED BY THE ELECTRICAL CONTRACTOR. MECHANICAL CONTRACTOR IS RESPONSIBLE FOR MOUNTING OF SMOKE DETECTORS IN DUCTWORK AS SHOWN ON PLANS. 19. CONTRACTOR SHALL VISIT THE SITE TO BE FAMILIAR WITH THE PROJECT. 20. PROVIDE RETURN AIR TEMPERATURE CONTROLS FOR EACH HEAT PUMP. LOCATE THERMOSTATS 3'-0" WITHIN ENTRANCE OF RETURN AIR DUCT AND PROVIDE ACCESS PANEL AT EACH THERMOSTAT. 21. ALL DIFFUSER PATTERNS ARE FOUR-WAY UNLESS SHOWN OTHERWISE. 22. PROVIDE SPIN -IN WITH LOCKING DAMPER AT EACH FLEXIBLE DUCT CONNECTING SUPPLY DUCT TO DIFFUSER. 23. LOCATE EACH 7-DAY SYSTEM TIME CLOCK (5) IN ELECTRICAL ROOM AT 5'-0- ABOVE FINISHED FLOOR.. SEE PLANS FOR LOCATION. 24. THE HVAC FIRST FLOOR PLAN GIVES APPROXIMATE LOCATION OF ROOF MOUNTED EQUIPMENT, (I.E. HP-1 AND EF-1). 25. PROVIDE 1-1/4" CONDENSATE DRAIN PIPE FROM HP-1 AND ROUTED TO THE NEAREST ROOF DRAIN (SLOPE AT ONE INCH DROP IN 40 FOOT RUN TO ROOF DRAIN). PROVIDE FOUR INCH P-TRAP AT UNIT CONNECTION. 26. PROVIDE A TEMPERATURE CONTROL SYSTEM TO INDIVIDUALLY CONTROL EACH ROOF TOP UNIT. SYSTEM SHALL INCLUDE TEMPERATURE SYSTEM WITH CLOCK, TEMPERATURE SYSTEM RELAYS PACK, REMOVE ROOM SENSORS AND RELAYENCLOSURE. SYSTEM SHALL INCORPORATE PARALLEL SENSOR AND SATISFY THE "WORST CASE" SENSOR. 27. REFER TO ARCHITECTURAL PLANS FOR EACH FIRE DAMPER RATING. FIRE DAMPERS SHALL_ MEET OR EXCEED RATING OF RESPECTIVE WALL. 28. MAXIMUM "FPB" DEPTH IS FOURTEEN INCHES. LEGEND AFF ABOVE FINISHED FLOOR RR RETURN REGISTER AHU-1 AIR HANDLING UNIT #1 SR SUPPLY REGISTER AP ACCESS PANEL TG TRANSFER GRILLE BDD BACKDRAFT DAMPER TRANS. TRANSITION I I I CFM CUBIC FEET PER MINUTE TYP. TYPICAL W COND. CONDENSATE W/ WITH,,, CONN. CONNECTION RO REMOTE CONTROL PANEL M CU-1 CONDENSING UNIT #1 SD SMOKE DETECTOR m EDH-1 ELECTRIC DUCT HEATER NO. 1 TO THERMOSTAT EF-1 EXHAUST FAN NO. 1 ROUND DUCT (DIA.) ER EXHAUST REGISTER & OVAL DUCT (MAJOR AXIS) FD FIRE DAMPER ly v vJ ELECTRIC DUCT HEATER MS MESH SCREEN TS TEMPERATURE SENDING UNIT W/SENSOR MVD MANUAL VOLUME DAMPER TO 1!t/� DUCT MOUNTED THERMOSTAT W/SENSOR OA OUTSIDE AIR RETURN OR EXHAUST AIR RTU-1 ROOF TOP UNIT #1 SUPPLY AIR DIRECTIONAL THROW ARROW REG. REGISTER FIRE DAMPER W/ACCESS PANEL REFR REFRIGERANT FP3-1 FAN POWERED BOX +w1 SPLIT SYSTEM A/C SCHEDULE (ATM UNITS) DESIGNATION AHU/CU-1 SERVES ATM ROOM INDOOR UNIT DATA AHU-1 LOCATION ATM ROOM CFM 400 EXTERNAL S.P. (IN. H20) 0.25 FAN HP 1/8 E.A.T. (DB/WB OF) 80/67 TOTAL CAPACITY (BTUH) 10,000 SENSIBLE CAPACITY (BTUH) 8,000 HEATING KW/STAGES 3/1 VOLT/PHASE/CYCLE 208/1/60 CARRIER MODEL NO. 4OAQ018 OUTDOOR UNIT DATA: CU-1 LOCATION ROOF AMBIENT TEMP. (DB,OF) 95 COOLING CAPACITY (BTUH) 10,000 NUMBER OF COMPRESSORS/RLA 1/6.9 NUMBER OF OUTDOOR FANS/FLA 1/1.6 VOLT/PHASE/CYCLE 208/1/60 CARRIER MODEL NO. 38EN015 AIR DISTRIBUTION DEVICE SCHEDULE TYPE CFM RANGE NECK SIZE FACE ® A TITUS, TXS SUPPLY REG. 10-100 6" It 24" SQUARE A TITUS, TXS SUPPLY REG. 101-200 8" 1$ 24" SQUARE ® A TITUS, TXS SUPPLY REG. 201-300 10" 24" SQUARE ® A TITUS, TXS SUPPLY REG. 301-450 12" 24" SQUARE ® A TITUS, TXS SUPPLY REG. 451-600 14" 24" SQUARE B ACCUTHERM, TF-HC* 10-100 6" m 24" SQUARE ® B ACCUTHERM, TF-HC* 100-269 8" It 24" SQUARE ® B ACCUTHERM, TF-HC* 270-399 10" 0 24" SQUARE ® B ACCUTHERM, TF-HC* 400-600 12" 0 24" SQUARE ® C ACCUTHERM, TF-HC-R 150-350 120/8" 24" SQUARE Z D TITUS, TXS SUPPLY REG. 10-50 6" SQ. 12" SQUARE a E TITUS SERIES 1700 10-99 8 x 4 a E TITUS SERIES 1700 100-250 12 x 4 Z F TITUS, TXR RETURN REG. 10-1500 22" SQ. 24" SQUARE Z G TITUS, 50-MFRS EXH. REG. 10-400 12" SQ. 12 SQUARE Z H ACCUTHERM, TF-RH 10-500 24" SQUARE a I TITUS, 3-MFRL5 REG. 10-99 8 x 4 I TITUS, 3-MFRL5 REG. 100-250 12 x 4 ® B1 «INDICATES ACCUTHERM TF-D WITH NECK/PERFORMANCES AS SHOWN FOR THE TF-HC. * « PROVIDE 24"02" TYPE "F" WHEN SPECIFICALLY INDICATED ON THE FLOOR PLAN. EVANS AND HAiVMOND, IN�e &1� CONSULTING ENGINEERS g 111 III JACKSONVILLE, FLORIDA Q' co Q - W ❑ W z� Z Qo Oajn J 0 LL �- F__ LL W co �'0^ � LL. J W W J a I- UZ } W0 CO co J I �L X omU rQr LL U,1 Q I 1 0 Lli LL;¢ E LL LL E I g� CL s I 4 z ww s.; : 3rd & 4th FLOOR 6" FIRE INE, SEE CIVIL SITE PLAN F R SI ILAR TO 2nd FLOOR CONTAU TION & E�AC LOCATION OF FIRE EPARTME I T ONNECTION. To 2nd FLR TO FDVB SPRINKLER SYSTEM RD-4 TERRACE DRAIN S CORRIDOR COMBINATION I IN SIDEWALK-2 REO'D- OS&GATE FS SEE PLAN FIRE PROTECTION I POLYDRAIN #411 W/LOCKABLE VALVE WITH RISER SEE `1 HEELPROOF GRATE -PROVIDE I D 1 TAMPER SWITCH— 00� PI.I HORIZ OUTLET END PLATES F� of AS REO'D FOR EXISTING SITE CONDITIONS. TO COMBINATION SYS #2� 2�� F�° F 2" AS LINED FROM FFIT ELEVATION INSIDE BUILDING, THRU WAL - yc GAS LINE UNDE ADE TO METERZp TH N DOWN U R GRADE /SHUT-OFF IN RISER OUTSIDE BUIL ING. ___ FS LOCATION. SEE CIVIL SITE PLAN FOR�- _ _- _-"-_ - --- --- --- ----_ To Ist FLR LOCATION OF METER & LINE, SIZE 4$G� /J SPRINKLER SYSTEM PER LOCAL UTILITY CO. RECOMMENDA- TIONS.766,000 B UH TOTAL INPUT. 3„ OS&Y GATE 6" RL 1 VALVE WITH E TAMPER SWITCH TO COMBINATION SYSTEM 6" RL DROP BELOW LAN ING I. NORTHERN STAIRWELL I ALARM CHECK VALVE I G TO I T FLOOR I OS&Y SPRINKLER SYSTEM 1 /GATE VALVE 1 TO FIRE DEPARTMENT ` CONNECTION. SEE CIVIL I 6" RL .DN FROM ABOVE, ROLL UNDER I BEAM ABOVE CEILING,THEN DOWN IN 1 CHASE INTO CURB & TURN OUT THRU FACE RIGATION I NOSCAPING TE UTILIT' IVIL ia. Liounq Z ec. Power Z . Proswaaan .UMBING SAC ALING I SE SHEET ozasl�,ss,n�uiooi. i,l ED DOWN PLUMBING LEGEND ---- HOT WATER RECIRCULATION SANITARY WASTE PIPING — LINES - - - - - - - SANITARY VENT PIPING BALANCING COCK IN LINE RD ROOF DRAINAGE PIPING GREASE WASTE LINE --------- COLD WATER PIPING (CW) GW FIRE PROTECTION LINE — — HOT WATER PIPING (HW) F G GAS LINE FLOOR DRAIN (FD) —EXTEND TERRACE DRAIN FLOOR CLEANOUT (FCO) OUTFALL THRU CURB WALL CLEANOUT (WCO) INVERT FLUSH W/PAVING GATE VALVE HOSE BIBB SHOCK ABSORBER, SEE RISER DIAGRAM FOR PDISYMBOL VTR VENT THROUGH ROOF RD ROOF DRAIN FD FLOOR DRAIN RL RAIN LEADER FS FLOOR SINK Y� OF CURB ABOVE PAVEMENT. (TYPICAL) C-{-- PIPE TURN 6' O r EXTEND THRU CURB 0+-- PIPE TURNED UP 1 (FLUSH WITH FACE OF CURB). FDVB FIRE DEPARTMENT FIRE RISER DETAIL_ TYPICAL 6 TIMES. ---- GR ASE TRAP W/COVER FLUSH W/TOP OF CURB --r—r VALVE BOX (SHOWN IN WALL) G SEE DETAIL D I 3" VENT UP P2J n FC FLUSH W/TOP OF CURB +FS FLOW SWITCH PLI NOT TO SCALE 6" R I 6' RL 6n 6 1 —�-=- (FIRE PROTECTION) r -- I G __—__ L___I __ n - I6" OVERFLOW SCUPPER GUTFALL , 4" GREASE WASTE FROM 6" RL 4" WASTE BELOW FIRE PROTECTION NOTES 2n GAS 2ND IN R FtT THRU CLG SEE DETAI 2nd FLR --- - I LINES BELOW GRADE GRADE SEE PLAN 6" TO I A SPRINKLER COVERAGE 2" GAS LINE UP TO I CURB FACE I. THE FIRE PROTECTION CONTRACTOR MUST I G A-4 REQUIRED THIS AREA WATER HEATER ROOM I 2" WATER. - UTILIZE SERVICE A-t - WCO A COMPLETE & FULL SET OF I SEE CIVIL SITE ` ` THRU CEILING) CONTINUATION. I 6" RL 1 DOCUMENTS IN HIS BID PREPARATION AND I DIAN FOR co C, IN HIS DESIGN/INSTALLATION OF SPRINKLER CONTINUTATION F [SEE DETAIL q^ j FROM ABOVE T 4" WASTE SYSTEM. SPECIAL ATTENTION MUST BE GIVEN TO I PI.I WCID —1— FROM 2ND FLR ARCHITECTURAL SECTIONS WHICH INDICATE LIMITED CEILING 1 .4" SANITARY SEE W/ TOFF VALVE IN CONCRETE VALVE BOX SPACE, TOGETHER WITH THE ELECTRICAL LIGHTING I. CIVIL SITE PLAN 2" SEE DETAIL A W/COVER FLUSH W/FINISH GRADE PLANS INDICATING FIXTURE LOCATIONS, AND I FOR CONTI UTION Pt.l END THRU CURB (FLUSH WITH FACE OF CURB) FURRING DETAIL Ld HVAC PLANS INDICATING DUCT SIZES AND ROUTING. � O � SEE DETAIL Pill \� ,_ TYPICAL 5 TIMES. SEE DETAIL:q2. 0 0 L U M N LINE 39B qn2. THE ENTIRE BUIL DING,INCLUDING THE f - - - - - — - - I PLI DRIVE-THRU AREA,SHALL BE PROVIDED FCO ENCASED IN % NOT TO SCALE FULL COVERAGE. CONCRETE FLUSH I I" CW RISE TO 6" 6' FOR FUTURE W/FINISHED GRADE 4" BELOW GRADE 3 n Hg F CONNECTION TO _ _WATER HEATER SANITARY SEWER 3. THE ADJACENT BUILDING SHALL BE -_- --- - -" ---- ---- @ PRIMA VISTA BLVD. PROVIDED WITH AN AUTOMATIC SPRINKLER SYSTEM. 61 _— �-- 6° 109 ,� Ii/z, I 4" WASTE FROM 6" HB L — WATER LINES UP Ilo .2nd FLR WITH --- -- - - T"ND--FtOO -- - --� - - WALL CLEAN OUT 4. THE FDVB (FIRE DEPARTMENT VALVE Fos - 0 JAN. CLOSET I_ 1 u3A BOX) SHALL CONTAIN A 11/z" VALVE --- -�- 1148 12s 4" CO SUPPORTED W/THRUST BLOCK & HOSE CONNECTION AND A 21/2" VALVE RE & HOSE CONNECTION WITH LOCAL THREADS. 5. SPRINKLER SYSTEM MUST BE 4" SANITARY SEE HYDRAULICALLY DESIGNED FOR CIVIL SITE PLAN MAXIMUM OF 2" SPRINKLER PIPING FOR CONTINUTION 6. UTILIZE BOTH STAIRWELL RISERS FOR COMBINATION STANDPIPE & SPRINKLER RISERS 7. IT IS SUGGESTED THAT A 2" PERIMETER LOOP, FED FROM EACH RISER, BE PROVIDED FOR EACH FLOOR DUE TO THE LIMITED CEILING SPACE. `n r 02 I � 2 CONNECTION) (REUSE FOR FUTU Io7B ABO E CEILINGI 113 4" UNDER FLOOR �- —/f�71 r O C C� & GRADE BEAM CONNECTIONS 4nJ I I FOR FUTURE 1 3/4' (CAPPED) ABOVE CEILING ABOVE C ILiNG I I- F I — C] lo7a MANHOLE _ _ _ _ _ _3/4" _ _ _' Izz 36' MANHOLE -- INVENT UP TO 2nd FLR.,3rd FLR. AND 4th FLR VENT STACK ABOVE CEILING _t - AND COVER SET IN CHASE,THEN THRU ROOF. - 121 Q IN CONCRETE SLAB F, F —115--1 MAIN WATER SUPPLY W/GATE VALVE IN RISER 5'-0 AFF 00 DETAIL- MANHOLE 119 SEE:SHT P2.1 SEE ARCH FOR RAIN F 120 125 1 FOR ENLARGED LEADER ENCLOSURE TOILET PLAN 107 DETAIL 1 124 3/4 n ABOVE CEILING IfA SCALE: I/z' = I'-0' '1_1 ,4 -4" FROM GREASE TRA 4" CO SUPPORTED BRANCH FROM ' F -3"DN FROM FDVB FIRE RISER #1 UNTHRUST BLOCKDERNEATH q„ �. CANOPY DRAIN UN-(� IN CHASE 100 12' 101 3"@18"/F - F 126 U - - - ToI/e"/FT --- - - - - ------ - - - - ------- - - - - -- - AT (RD-2) %4" HOSE BIB WITH VACUUM CANOPY DR SEE ARCH AI BREAKER 16" ABOVE FINISHED LOCATION GRADE•(TYP.OF 3) COMBINATION RISER #2 DOWN TO Ist & UP TO 2nd, 3rd 3 ABELOW SLAB 4 & 4th FLOORS 5 EXTEND CURB PROVIDE OS&Y WITH TAMPER FACE FOR DISCHARGE SWITCH AND FLOW SWITCH FOR EACH FLOOR SPRIIXLER SYSTEM. FIRST' FLOOR PLUMBING PLAN r4thk _ qn CONNECTIONS �- q�� o L, FOR FUTURE A (CAPPED) i 42" MANHOLE; MANHOLE FRAME AND COVER SET 4' IN CONCRETE SLAB DETAIL Ca MANHOLE MANHOLE 'SCALE: 1/2' = 11-0' os z W Z F- cr W m N m z0 W Z _30 a U_ J (n UZ J } m W W N l UU a Q � z O U W w U C� U LL z 10 e � Q J LL ~ n O 0 Q a 0 m � J LL z cn m LL CO Q N � Z O 0 w Z W m0 w U SHEET NO. p I a I Wod Aua 3110:18;18 1988 SCALE: 1/8' = 1'-0" COMBINATION FIRE PROTECTION RISER SEE p P1.1 FIRE PROTECTION NOTES RICATION - - I. THE FIRE PROTECTION CONTRACTOR MUST UTILIZE A COMPLETE & FULL SET OF NOSCAPING DOCUMENTS IN HIS BID PREPARATION AND IN HIS DESIGN/INSTALLATION OF SPRINKLER SYSTEM. SPECIAL ATTENTION MUST BE GIVEN TO _ ARCHITECTURAL SECTIONS WHICH INDICATE LIMITED CEILING TE UTILITY SPACE, TOGETHER WITH THE ELECTRICAL LIGHTING PLANS INDICATING FIXTURE LOCATIONS, AND HVAC PLANS INDICATING DUCT SIZES AND ROUTING. IVIL 2. THE ENTIRE BUILDING SHALL BE PROVIDED FULL COVERAGE. tc. Lighting ec. Power • N-owat►an .UMBING /AC ALING ICH Z SE SHEET 052, C 17� 2513750XN2. a20o05 1968 III _ CO BELOW FLOOR W/ACCESS PANEL IN STUCC SOFFIT OF DRIVE THRU BELOW DN U J -FDVB 6" RL DOWN TO 2ND FLOOR SPRINKLER SYSTEM 6" RL DOWN TYPICAL -- -6" RL DOWN - R.L. DOWN TO _ COLUMN COVER & _DISCH THRIJ CURB 0 DRIVEWAY COLS E-3 & D-4 --3" RD-3 (TYPICAL OF 3) 3111 - - -- -6" Laa "/FT q -� 6" RL DOWN , OVERFLOW 4" RD-2— ' 311 NOTE: SEE ARCHITECTURAL PLANS & SECTIONS FOR EXACT LOCATIONS OF, PLANTER DRAINS, OUTDOOR (RD-3). COORDINATE PIPING I W/STRUCTURE TERRACE - AS REQUIRED FOR PROPER FLOW. SEE SHEET AI.67 6"- -CO All i 3" RD-3 (TYPICAL OF 2) _- j2" WATER LINES 3 / ABOVE CEILING 6" UP TO OVERFLOW DRAIN /-OVERFLOW 40 RD-2 4"� 6" Q 1/4"/FT 04 (RD-2) i --ABOVE _ --CO BELOW FLOOR W/ACCESS PANEL; CEILING IN STUCCO SOFFIT OF DRIVE THRU BELOW �� __3" VENT LINE --------------------- ---- -- \ r ABOVE CEILING 6" RL DOWN j 6" RL DOWN j i 6" RL DOWN FRnAA RnnF (TYP)—/ i ---- P-9 SEE ARCHITECTURAL SEE:SHEET P2.3 FOR RAIN LEADER HOLD TIGHT ENCLOSURE DETAIL TO WALL i /-GATE VALVE FOR --FOR ENLARGED -/2 / CONNECTION TO I� KITCHEN PLAN I — /2" ICEMAKER (BY OTHERS) OWN ABOVE CEILING 6" OVERFLOW SCUPPER I FROM ROOF NN 6" RL DOWN-- - r { - ROLL UNDER STRUCTURE - THEN DOWN IN CHASE BELOW SEE:SHEET P2.1 : FOR ENLARGED -- 1 TOILET PLAN 1 3" VENT ABOVE CEILING ••i I WATER LINES DN. IN WALL TO UNDER COUNTER -- ---- 2" HUB DRAIN FOR ,1 ICEMAKER 1--------- 1/2" P-9 / �, PROVIDE /2 GATE VALVE I % FOR CONNECTION -- -- �. �� / TO ICE MAKER. W ,, �TO 2ND FLR. SPRINKLER SYSTEM 3" WASTE LINE DN IN WALL TO Ist FLR FDVB TOILET SEE:P2.1 & P2.2- DN 2112 y -- - --- - - Ll 3" RD-2 (CANOPY DRAIN) --- COMBINATION RISER #2 TYPICAL OF 2 (SEE ARCH. FOR EXACT LOCATION) 2 SECOND FLOOR PLUMBING PLAN SCALE: 1/8' = 1'-0' 2 5 - D — -- D �WCO 2"--- -2" HUB DRAIN FOR ICEMAKER (BY OTHERS) z'I �-"P". TRAP 3" DN IN WALL TO IST FLOOR TOILET WATER & WASTE ,RISER RMo208 NOT -TO -SCALE REVISIONS U UJ z >7 T UJI z d. Wot CX W m U) ir T zQ J z QJ Ij 0 a W J UZ } m W � X V) UU V/ Q 11 JIM O U L(.J CC) LL_ ,I 0 � C/) Q � LL 0 CD Q < J L_L_ W 0 U Q W o© � Z 0 z `' Fo z m o Crsj O aM o 5 w Y � co CC O W U SHEET NO. P 1 2 o COMBINATION �-Rl RkRiv'� FIRE PROTECTIll A- R SER %SP P DN , la -1 W�u N't 21/2fl- FDV� AMR' w TO 3 SPRII 00 I CDN FLOOR TERRACE --- IKN' C�' ui ��-co"OVERFLOW SCUPPER(RD-1) MR SEE ARCH FOR LOCATION w 6"�,RL W E��" 6" RL DO N z A, �z TION NOT 6" (RD FIR c Nim -'A, �z R FS E E AIRCW FOR RAIN] yu IGATION THE FIRE PROTECTION CONTRACTOR MUST UTILIZE A COMPLETE & FULL SET OF DOCUMENTS IN HIS BID PREPARATION AND IN HIS DESIGN /INSTAL LAT ION OF SPRINKLER SYSTEM. SPECIAL ATTENTION MUST BE GIVEN TO ARCHITECTURAL SECTIONS WHICH INDICATE LIMITED CEILING SPACE, TOGETHER WITH THE ELECTRICAL LIGHTINGA,10",, PLANS INDICATING FIXTURE LOCATIONS, AND s HVAC PLANS INDICATING DUCT SIZES AND ROUTING.: 2. THE ENTIRE BUILDING SHALL BE PROVIDED FULL COVERAGE. 21 111510140 ;vao -go ffin lom 431 agiv r9A A % -3 lz� MINA OL IC. Lighung ec.power Pe*Wauon I FrTION NOTES, S HE FIRE PROTECTION CONTRACTOR M U S& ITILIZE A COMPLETE & FULL SET OF OCUMENTS IN HIS BID PREPARATION AND 4 HIS DESIGN/INSTALLATION OF SPRINKLER" AACE,TEM. SPECIAL ATTENTION MUST BE GIV rHITECTURAL SECTIONS WHICH INDICATE LIMITED CEILI TOGETHER WITH THE ELECTRICAL LIGHTING LANS INDICATING FIXTURE LOCATIONS, AND VAC PLANS INDICATING DUCT SIZES AND ROUTING Pf ENTIRE BUILDIN:�,IS ULL COVERAGE, A mom Ix 1W _3n VTR IN IFURRED W ux 0 TOIL CAPPED FOR AREAREA,x FUTURE USE A PLAN S f 6" Q/4"/FT-_a __j L LU -- — ---- gw, 0", YV WCO - _RUN WASTE PIPING IN FLOOR SLAB /AC' W1. JOIST SPACE va WATER & WA -'[LING A T ICH ICH SE SHEET MAI An -- - --- P-I 'g 0-m P SEE RISER FOR 'SER CONNECTION & SIZESOFPIPES i'1% � A RD-I ABOVE_� U ------------------------- Mg! fp1g, q, I Vm SEE:SHEET P2.1 FOR ENLARGED I JILL PLAN ------------------- g'� d.L I DROP UNDER IN STRUCTURE (TYP�_/ ".A V'K -STUB UP UNDER CABINEI FOR FUTURE USE COORDINATE W/ARCHITECTURAL 3" WASTE pu BELOW 4th FLR 116, eal/�"/FT 6" 6/4'/ F TWS WATER LINES DOWN IN WALL, STUBBED OUT & CAPPED FOR FUTURE USE BELOW CABINET COORDINATE W/ARCHITECTURA L NOTE.FOR ROOF DRAIN Vn� 'UP - - ---- LOCATIONS SEE SHEET Al.5.!' TO DR SEE SHEET A1.5 TYPIC�� v BELO OOR SLAB HOLD WASTE TIGHT A-1 -,.rg�j,� TO BEAM BOTTOM AT -11 TIRE-, FDVB-\ Rn fl 2 '12 Q, U 0"i, FOURTH FL�LL P1 IMP E"i1v 0,11, OR P- mmwa� V, MTmm� 70�� 'OMBINATI011RISEil -4- d o. LL_ 0 Cr n 6 cr. W Z z SHEET NO. p in 4 RIGA NOSCAPING TE UTILITYI ;a. Liq Unq ec. Porer SE SHEET ;FIXTURE SCHEDULE L WATER CLOSET - AMERICAN STANDARD 2109.405 3/8" ANGLE SUPPLY WITH C.P. VERTICAL TUBE & STOP SEE SECOND, THIRD & FOURTH --.� P - ENEKE #721 OPEN FRONT SEAT B FLOOR RISER DIAGRAMS , .. _. WC0 WATER CLOSET AMERICAN STANDARD 2108.408 (HANDICAP) - "F "F "F 3/8" ANGLE SUPPLY WITH C.P. VERTICAL TUBE & STOP 4"VTR CO UNDER LAB OPEN FRONT SEAT - BENEKE #721 4" VENT WCO p2 p-8 490 P-3 URINAL - AMERICAN STANDARD 6501.010 4THT0 R I - i� �/2" FLUSH VALVE - SLOAN 186 =2 HW (5) P-4 A I 492 491 ' F PP=8:, SUITABLE WALL HANGERS 4"FD RISE P-I 397 ; 3/,. P-8 P-8 I P_-4 LAVATORY AMERICAN STANDARD 0476.028 FAUCET - DELTA MODEL 520 WCO _ (3)P-4 3" E I CO UNDER LAB CAST BRASS P-TRAP WITH CLEANOUT PLUG 3 " DN 2nd P-I �. 3/8" ANGLE SUPPLIES WITH STOPS P-2 WCO INSULATE P-TRAP, OUTLET TUBE AND SUPPLIES -1 /4 393 1. FLR 4"FD I i� ---- • TO MEET HANDICAP REQUIREMENTS. P=3 I RECI HW 4" VTR 'WCO DN TO WASTE---' 4J RISER P-1 i RISER I -2 (4) P-4 P - # -------- SERVICE SINK `FIAT TSBC-1620 FLR * 11/4" " /2 I 4"FID I P-1-1 " FAUCET -FIAT # 830AA CHROME PLATED 1- l4" (3) P 4�' 4 FD FLOOR MTD. TRAP / HOSE & HOSE BRACKET - FIAT # 832AA 4" V NT UP _ - 3 " MOP HANGER - FIAT #889-CC NOTE:SEE SHT P2.2 I" 1°---� 2" WASTE FROM WCO I /4 ! P-I 497 RISER DIAGRAMS 4' WASTE M 4th I� 4th FLR DN 493 3" A TE FACTORY INSTALLED DRAIN BODY WITH DOME STRAINER FOR SUPPLY & FLR DN TO 2 d FLR I TO 2nd FLR F Ii WASTE LINE SIZES 394 -5� I I P_3 I DN 0 rd P-1 P-6 SINK - ELKAY LR-1517, 2 HOLES ON 4" CENTERS - 396 4" WASTE — /2 FLR /2 RECIRC. DN- ELKAY O DN TO 3rd _ TO 2ND FLR L i CASTEBRASDSE P-T RAP7WIITHAICLEANOUT PUG 35 FLR I�/4" ��/2" I i 3/8 "ANGLE SUPPLIES WITH STOP. PP=7 4 VENT UP TO 3" WASTE LINE BELOW 4TH 14" Vff R—"""-"_ P=7 WATER FOUNTIAN - OASIS # OEP8WM-EO 4th FLR FROM FLR TO PRIVATE TOILET, 1 _Cl"_-- 4WASTE — 2" WASTE CAST BRASS P-TRAP WITH CLEANOUT PLUG 2nd FLR SEE SHT PI.4 FOR CONT ,• %4" V� 3/8 "ANGLE SUPPLY WITH STOP. 2 3 -- THIRD FLOOR TOILET WASTE, �/2" 95 I" DN TO 3rd FL I DN TO P=8 SHOWER GROUP - DELTA #624, CHROME SINGLE HANDLE PLAN 494 -5� _ 496 I 3rd FLR PRESSURE BALANCE CONTROL VALVE WITH VENT & WATER PIPING f L. A N 1T0 KITCHEN c CRYSTAL HANDLE & CHROME SHOWER HEAD —GAS LINE FROM BELOW SCALE= ' SINK - ELKAY CCR-3232,3 HOLES ON 4 CENTERS /4" _ I'-0" p-7 4" VTR 4" VENT DN TO P-9 " 3 D FLR FAUCETS - DELTA 120 W/ 12" NECK, DRAIN - ELKAY LK-35 TO KICHEN AREA,SEE SHEET P2.3 FOR CONTINUATION HOT, RECIRCULATION & COLD LINES TO PRIVATE TOILET DRAIN CONNECTION - ELKAY LK-53 W/ CAST BRASS 4 VENT YVCO GAS COCK 2 FOR CONTINUATION SEE SHT P1.4 3 P-TRAP WITH CLEANOUT PLUG UP TO 7" FLUE-THRU-ROOF 3/8" ANGLE SUPPLIES WITH STOP. SEE SECOND &THi D & FOURTH 3RD FLR CO UNDER LAB FLOOR RISER DIAG A BELOW FLR WC ABOVE P=2 I 297 FOURTH FLOOR TOILET WASTE, GREASE TRAP: 4" VENT -CEILING RISE I ,�i 2 FD WATER HEATER ROOM VENT & WATER PIPING PLAN 350SGPM AM #701 POUND 6GREASE ,CAPACITY UP TO -2 (5) P-4 2" SEE SHEET P2.3 SCALE= 1/4" - I`-0" 4 THREADED CONNECTIONS, DRAW -OFF VALVE 3RD FLR TO 3RD & p=1 b - - FLOW CONTROL FITTING & STEEL FRAME W/COVER 11 4"Fp i!. 4TH FLRS i WH-I SEE A WCO (3) P-4�� 3" WASTE 297 I'� P2.3 WH-I (WATER HEATER): 4 FROM 3RD - 1 1" A.O. SMITH BT270 2 WASTE - 3/4" 293 FLOOR P I 4 FD I i I" CW RISE FROM )ST FLR. CEILING # FROM 3RD W/GATE VALVE IN RISER @ 12" AFF. 270,000 BTUH GAS INPUT, %4" CONN. FLOOR 3 H� 3/4 100 GALLON STORAGE CAPACITY _, 4 4' UNDERFLOQR I- j UP TO TEMPERING VALVE (TV-N (� 48 AFF. , 4° FC0--+• 3rd FLR P-I I 7 FLUE W/VERTICAL DIVERTER XHAU ------ i i RECIRCULATING PUMP (RP-1)-INLINE MTD ABOVE FD. CW RK --� � I�/2° %z �4" I i 3 �� /4 HW RISE TO 3RD & 4TH FLRS. TV-1 (TEMPERING VALVE): NOTE:ROUTE I 3" V NT UP - - ° WATTS #N170L-MI AROUND EXH UST CT I" - - 2" WASTE IN THREADED CONNECTIONS 11 WORK, SEE HA IC L I�/4 4"'UNDER OR I/ FROM 3RD ADJUSTABLE RANGE 100-130OF SHEETS,COO IN TE 2" 4" WASTE FR I FLOOR SET AT 1100 F. WITH HVAC N RACT - I I SCORE JOINT 1/4" WIDE 294 295 5 296 RD FLOOR CBY URB cd DEEP ALONG ONE OF OF - C TOP OF CURB RP-1 (RECIRCULATING PUMP): IF -DRAIN PIPE (TYPICAL) BELL & GOSSETT SERIES PR P-7 " : I 4" DOWN TO 6 GPM @ 15' HEAD 4 VENT UP T 3RD I GROUND FLOOR I" CONNECTIONS, 1/6 HP @ 115V/IPH. FLR FROM IST FLR 2 SECOND FLOOR TOILET WASTE, I 3 SEE SHEET FACE OF CURB 2.2 VENT & WATER PIPING PLAN r(, CONTINUUATION ° SCALE= !/n" = I'-Q" 3" VENT FROM RM. TOP OF PAVING TOP T, r-z 117 WCO B 3"WASTE LINE DOWN FROM RM.208,2nd FLOOR. 4 SEE: PI.2,P2.1 & P2.2 FIRST FLOOR TOILET WASTE, VENT & WATER PIPING PLAN SCALE= 1/4" = 1'-0' D D D D D D D D ti Q p D D D FRONT ELEVATION m SECTION THRU .. CUT PIPE FLUSH WITH FACE OF CURB (TYPICAL) ti — TOP OF PAVING EVEN WITH BOTTON OF PIPE NOTE: PROVIDE PROPER CAST IRON TO PVC ADAPTER AT MINIMUM OF 12" BEFORE CURB FACE,OR 12" BEFORE PASSING UNDER WALK.(TYPICAL) ROOF DRAIN LINE CURB FACE DETAIL NOT TO SCALE 15.7 i� � I W Q Z Z 1 1 �o IL iL w w �o UU Z F— C/) Lj --i _- Q of-- Wed Aug 3110:25:35 1988 SEE WATER & WASTE RISER ca PRIVATE TOILET ON SHT. PI.4 �/2" , FOR CONTINUATION /r P-8 P-4 P-2 P q P-I I" P4 ` 1/2 �4 n I.. P-3 I n RIGATION i/2„ 3/4 " P-4 P-1 P2 B� I„ 3 ^ /4 I„ �P 3 3/4 1 E ■ 'TO KITCHEN •� Q .♦�14 P-3 FOR CONTINUATION Nc. LuphUnq sc. . 'Prowcuon ALING tCH SE SHEET °s�� n i, ui n�svwaa. SECOND FLOOR NOT TO SCALE Wed Aug 3110:29.06 "188 SEE WATER & WASTE RISER La PRIVATE TOILET ON SHT. P1.4 FOR CONTINUATIO 1/2" PP=8 � P-B Y4n P_2 P1 II„ f n PP1 �/2 n Pi Y4 n I/2 n P=2 PP4 33�� P-4 /4" ` I" /4n - PI PP4 3 %2n /2 3/4 ^ 1 /4 Y4" I" PP1 Y4" � I° 11/4" Y2" Y4" P / 4 n P-7 P=5 i 11/2.. 3/4" P-2 �4" VTR 1 411 3114 �WCO I Iq" P-2 4" 4" 14" If 4"FD 3„ 4° P_I P-3 r`l 4 f 4" VTR (, / 4" VENT THRU _ I`N I �� I%2" � ROOF (VTR) 3 1 'N 2„ FD WCO FD 4" 4 P-2 1 2 I%2° 1 I IN �y'�C 1 3n 4 I 3n 2" (�'�uf,�/2'11 1P—q1 WCO 3" I U 3 FD sa'I P 4 " -I `4" gnFD �� I P_qi— 3 FD P3 2^ 2, I 3 3" 311 I q n 3 3 iJ WCO\4" 4° 4" 3" VENT FROM KITCHEN 4" VTR 4 P-2 \``I 21' 1�/2 �I SEE SHEET P2.3 FOR I WCO `r 4„ it 4 -3" 2„ I>I�%2i1P=41 WCO CONTINUATION 3"--4�. q^Fp `,P-4 I 1 P-2 FCO� P=1 �'� I P_41 ?,2" I 9- 4" OFFSET VENT AS 4" 4" 1 `� 4„ 4..I 4" I REO'D TO CLEAR 2 z 1 STRUCTURE 4 3" n 411 P-II 1 3" �`� 2" 30 �2n 4^ P—I —I q„ FD/ 2 \ I 411 111/2„� WCO 1 P-5 3n � 1 � 2" u / P-4 WCO ROUTE PIPE 4° 3n v- sf1�/2"1P-q1 P7 4n P=1 4 3 I i P-2 �r� 2 1 1 2° 1p=ql- �g1 n DUCTWORK AS �' 41 P_41 e�2 4" WC0--�s�'2n 1P-41 REOUIRED <\ 2" 11% 4" 4"1 4 I P-41 3 FROM KITCHEN, 1 — 2N SEE SHEET P2.3. 2� �� 2° 2n 4„ 4° P_II 1 2n�i� FOR CONTINUATION •�2° PP=5 P—I %4" 2% 2" 2" 3 n 4" I 2e4l �12JP=41 WCO ABOVE `. PP=7 4 P 1 I /WCO ► P-2 Ist FLOOR `� 4" FD �l� IS �. CEILING `.\ 4" 4° ��2114"P—I44"\P 5 4° 12 1 2" C2 E-91 WCO P-7 2" 4" PP_I 4" 4"FD i 211 3" 1 �� - /2-.>IP-41 n `, '1P-4► 3 FD 4" / I In i/2" 1 P q 3" VENT FROM �� P-4 2n 2 I%2n I" I •� I" if 74 II" PP=5 -7 A�"WATER LINES ��' OVE CEILING TO RM. 208. SEE �2 P1.2 FOR CONTINUATION & RISER P - 4 RM.208 (ABOVE �� ► „ 2" 3/4it %4" P-4 CEILING) SEE. P1.2 --� T-4 -� 2" I" P-I „ /2" TO WATER HEATER ROOM 4" VENT FROM Ist 4„ I 2n P-q /2 FLOOR TOILETS \\' P_ -I " ' c� 3 '�/4° 4"DOWN TO Z 3n /2 /4 11 in GROUND FLOOR PP_I 3 It SEE SHEET PI.I /4 %4" PP=4 & DETAIL B/PI.I PP_q FOR CONTINUATION P q�P=4 IN SECOND FLOOR CEILING i 2 1/2TO WATER HEATER ROOM / SECOND THIRD & FOURTH P 3 1" URTH FLOOR 3/q!4 -,-� HW) WASTE & VENT RISER DIAGRAM �4 NOT TO SCALE FIRST FLOOR CEILING ABOVE ABOV I" �" FRn�� RnA �nR �._ --- RUN IN Ist FLR CEILING 9 THIRD & FOURTH WATER RISER DIAGRAM Ana i 1 ABOVE,SEE-P1.2 v `�< TO FLOOR VENT-THRU ROOF FOR CONTINUATION N\ CEILING ` 411 )� 11/2° �2" RUN IN CEILING TO 3" �� It/2° `h'4" SOUTHSIDE OF BLDG � �\ I I 4„ 1/2" 3 „ THEN UP TO 2ND P-4 / �4 4 FLOOR JANITOR 1�/2n CLOSET n I P_3 2 `. 211 I P5 �2n PP=4 3f4" ABOVE CEILING TO \ \ P-3 �I�HB'S, SEE SHEET P-I WCO 3 n 2" 1 P5 q I P-7 P 2 P-I Y4" �4^ ENTRANCE RISER VALVE 4n 4"P4 F.D. 1 -- �4n 2" La5 0 AFF 11/2° P 2 —1 P-7 P=4 �WCO P=q c� �",2 UNDERFLOOR IV2„ i/2 TO VALVE BOX, 2" SEE PLANS FIRST FLOOR WASTE & WATER VENT RISER DIAGRAM NOT TO SCALE " REVISIONS W� z >0 W mz 0 CLyy J LU W fY W N Mm �1. z Q z J0 W a o " J V} J Vz m W 0 W U.U. �Q F— CD W (/D W C-) U� —I U LL- rr Q LL LLJ �- J 0 W P-- Ln a �� o� � �> m� cC Q CIO 7; J I— rr Q Wl z Q m 0 N aD wC m m O z o �LC)_ O � OM co Q cc v W r o U a SHEET NO. P2a2 VI S *DIMEN51ON5 VARIE5 WITH POLE LOCATION1 4' AT CURS PROTECTED PLANTING AREAS WHERE AT LEA57 4e FROM 5AC.K OF CURS id AT UNPROTECTED PAVED OR PLANTED AREAS CLO51MR THAN 4e To LACK OF CURB €7 5EE ARCH.SITE DEiA1L.S ANA u = MANUFACT0Re_R'5 DATA FCC' MORE 4,JFORMATIONoWIRS = > PER WC-R R ECOtA m EF-t1 NOTE; (5YHe( 01_ ' .. ® --Q, A, Ilk FC k. COLPA.CTED FIL- RIGID GONDLNT LOCATIC' ilit R'IGAT ION NDSCAPING TE UTILI VIL ,c. Lighting sc. Power i Protection .UMBING TILING 'CH SE SHEET 052:[17,25117502A1002 LOOP I 1"C_ 396 THW CU 101C) F,DTU12)IP/Zc, r�, 4\ 24f$THW co - CINN NODEL.8C0 \p\& ( P \ iv �Z`R.6S GONG, ISLAND \p6 \ I CL. L0F I LOOPI \ I I I \ I LJ \ \ 4' SQUARE ALLIMINUMiPOLE WITH ° HINGED 5A5E.-7W HIGH PROVIDE STAINLESS STEEL HARDWARE 1'CHAMFER 4-/e0xti'ANCHOR BOLTS SUPPLIED WITH FIY.T.IRE v - CONCRETE. POLE 5A5E ly PVC C.ONDurr wRH i5 ' - BARE CU GROUND CONDUCTOR, _ 6e8 AId LONG COPPERWELD DRIVEN GROUND ROD .l A \� w /j 'li �p� j /• / / x A'4 C.-2*LIO7HVV • ,pp.� cu Itro GNP XF NIL To 5 DIRECTL:� � Ile V�J �v N. r i 11 J i t1G P , t \ \ J. - Li - MP' KK �KK\ V\Z &ANYAtI MAINAA fE'_c�THO TrzEE s'• '\ ► " xF • PARKING GATE LIFT DETAIL \` V ti`' A�,' o`'P q'/��Oh / N ` \ ' \ I °� / Q / �.•'• 4- 4 VERTICAL REINF. RODS ,••; .'•.�, WITH *5 TIE5 a to o.c. I 24' 5Q. POLE BASE DETAIL N.T.S. U71L17� Co, ram, V+=RIFY L XrIcy. UT•,,.ITY C C.U1-47a 7 �o • - O aC a• / Exl GN P, G? .T- 2, L BB 7eLc:Nlf �r.a)veRIF r / N 2 L •. •� ' \ / E>`AC.T LLXA'T IOt~+. \ `\ � i • • *\♦ HAND DICI ONLY \ \ — ... r .. r .. r • • � • ;— NL a'\ � \\ . �\. /�.... � ALONCa -TH.IS RUN \\ /\ ,. � ^. - - -- - I II TINCii \ NEW WALK • I \ o `, / \vG / JIB D1Nv I� ro i I POWER FiD E iTH XFMRS BY UTILITY� �\ E:PHC)NT Co11I1. FOR SERVICE TO POWER PEDESTAL, QUIP T y---.f-.-i- --1/ PROVIL)e RISER AT POLE PER UTILITY \ Op CO, REQUIREMENTS,CONTRACTOR SNAt \\60 \ \ I - VERLF�( PO TION AN UIRE-- ' I WITH UTI ITY CO. iol? E310 \ \ I l\ BB N I,5EE NOTE Co�I Q iq S� /S „q 1, D . 1 0 12 x5 6 x NLLOADING�— — — — — — • I o 1 ___ — I \ \�\'•\ \ ?'D \� �:_ i/ \\ /Sc�l po00CK I I I, o i —�� NL X3IE 3HPIRR,PUMP 2 oTu a � EXISTING N I 1G,GR v L 21 16 WALK I M 15 15 1 \� \ �,• �, \p ---- —` 1 / / •\ r.' j`:. � - AT BUILDIF'.' .. CONsTIQLk i i -) .1 PNA5F- f?EMOvk.. o , U O� 9cOADW Y { �' PONt--4 PEOt y AL UNlltwr�r2 vN:D SeRJICe TO I - - — / •� �'� TE MIFiRO lu A ,� / '2ATELLITt PA.R�1 W41:1 AHD EXPEND CDN0tX_T0(Z,. PU fsalX B ILL)IN Frog OWEtR 5 tNDto f�. N ,D w / ti RE Ik '5Ar LCI G P G FR.ti1 �i40 I. F2J04t I Q NL `\ �' \ �: ,1�500 To 27 V. Em: E2 v L t T J ry + J I — — — — — xs4 I 168.5j7-- — — — —' — 135.00' NEW WALK i • PARKING METFJ2 2 2 U -} . --- POWER PEDESTAL w/RE ♦ .- N89"STOO`W 303.56' +� AIZE \ SEE DETAIL SHEET Ea ON DRIVE —I' < \ — ----- — —— 4 \ -- � PARKING GATE UFTro 1 ,� \ ,% \ -- - — - ------ 5EE DETAILTHI5 SHEEN s, [� \ IColl NOTES 6 L• X 1 to I � �-- — — -- — — — — — X�I°' \ � \\\ 2, �U�r - _ , :,A �.w,a '-.A'T= A�.a� E_c':-f' �- ��,.;- W;>�•, L7 � I V ,.y-� V /S.I'�I� '' �L1.-... 1�..-.... �I-c LIB-'k' _ 17 .d N.� R" \ �t__ P�.•+. -,. V . LLB ._ - ELE r. vl., SCALE` Al,, � � .AN - ccwc v__ Tom' -:ter` _ : I 30'-Oil PROPANE TANKS o `rvJ`�.; W''-:.t �' - � I I I V 4: Sty REQUIRED PARKING = 302 PROPOSED TOTAL NO.SPAo w CES = 308 n 1 t - - — 1 0 IN r=13 5tO AL'_ LJTL' i" , rc>tir✓a�� a o 70 C4tPanl Fed SE�.VtCE T© TFlI Io 0 N G, CONTRACTgR SHALL. PROViL E F-Ok 'G WALkv O � -- — — 1z SEE SHEET EO, I A FOR BOLLARDS IFIxT,TYPE ' BB'} -To aE sr/. - _ vl q PICCa DETAILSAND ':�Pa�'S ON a INTE+�'/AL.<:� ALoNCa FUTuR�. Sl.�TE U.I T`E CN..-..-..-..-•--.. FROM STa\IR #2 TO PARKIIJ LOT (f\r'r % n IC)D'I AC IRCUIT IFp-._ice TH,<U n [ S89"56'52'E )C)' odi7 AT-4, 20, If 5 1 0' Lo -~-�NPW_ 11�t 1! W ' I2ELL PUMP o i TOP OF BANK-- \I o Iw• \-POND__I i ' POND S89" 57'00'E 131.26' � EVAN S AND HAMMOND, Irvi v CONSULTING ENGINEERS q I JAC KSON VILE E. FLOk10A - iUJ Z� 0 (� O C) .j LL LKY i I I II I ,j L I `' J u I-- O W U Q LL Q. —I S , W lr Q '/) �rJ- — � U z Q GC d F_ Elf. Lu I- C J W W :z I� �.Z m m 01 z N W� O to3 a� ,. OU1 Y , O n OC a 00 m O 2 U SHEET NO. 24-FEB-I98� Gb;G~ � d ** � x Oro a��.��'a',,.. eax.'�` 'i.......b ...>�.�!t k .a..l ,�,v "�� k 9�.rar:�4,.iy�+� v ,Y T � �`!`d.. n �� 1 v` _L � r � � r. �� > ` x: 1� I ~: RIGATIDN NOSCAP'ING TE UTILITY IVIL w. Lighting ec. POM@r yt R'►ON�CTaOtti .UMBING /AC ALING ICH ",4; MH tAV,Ry .,. ilia -e ie- -e ` : • • PFx`32r r.. k.1 . l - J I L..HfV f �iap( 4 ''1W^^V�6.aiA �y is RIGATION NDSCAPING TE UTILITY FOURTH ,OR POWER i�z } NOSCAPING -Z TE UTILITI ic. LIghung tic. Power �g k�l ,n s„ UMBING m RES ED ON I NLTR EM c — c J IRA 41 LyJ V SEE NOTE 2 L1_ NL ALL TYPE 'EE' FIXTURES ARCH. CO DUPLEX 120V RECEPTACLE,SWITCH CIRCUIT ---- SERVING OUTLETS AS INDICATED ON PLAN. TELLER COLUMN ADHESIVE BACKED [LING PLASTIC CLIP, TYP tC.H ZFRtONT EDGE OF COUNTER WRITING SURFACE VIZALITE" STRIP TYPICAL. FIXTURE "GG' (SEE ARCH DWGS FOR A 7CH FURTHER DETAILS) #14 AWG SOLID CONDUCTOR " AS RECOMMENDED BY MANUF. SE SHEET FOR CONNECTOR TO STRIPS FIXTURE `GG' MTG DETAIL sz�n,�In�wwal. a` NO SCALE C IR a a ��.I� v:��S��S��S�Is:��=w�11r�2��i��ll�i+•�S �' ^— NOTE 3 —SEE �e � •• w � :: 'rr - - Q is � nn�l�nn�nn.�s � rn� N ' p � IIIIIIIIIIIII�III 111 • - +' • �� III'' -11111 11111111................ • `,O`� E ° E I J L L I J J ' ILI1"d L 1P L EM L U M I I I I I NL J P NL NL P , EN U ° -- P NL LR8-30 J NL SEE NOTE 5 SEE NOTE II 4 FIRST FLOOR LIGHTING PLAN SCALE: 1/8" = 1'-0" _ME 5 NOTES: I LOCATE I FIXTURE IN CASH BOX, SEE ARCH. DWGS.. SEE DIEBOLD SPECIFICATIONS FOR RACEWAYS RUN INTO FAULT. 2 (3)"M"FIXTURES PER 4' SECTION MOUNTED IN OVERHEAD LIGHTING SOFFIT,SEE ARCH. DWGS. FOR DETAIL. 3 "GG"FIXTURES MOUNTEDINCOLUMNS OF TELLER COUNTER. SEE DETAIL. 4 LIGHTING IS 227 VOLT, SEE SHEET E3.1 FOR LIGHTING FIXTURE SCHEDULE. 5 MOUNT AT 7'-0 AFF FOR CONNECTION TO A.T.M. SIGN.TYPICAL 6 OVERLAP ENDS OF FIXTURES MOUNTED IN OVERHEAD LIGHTING SOFFIT TO ELIMINATE DARK SPOTS. 7 LANE STATUS LIGHT SWITCHES. SEE DETAIL SHEET. 8 "EM"INDICATES FIXTURE TO HAVE I LAMP CONNECTED TO BATTERY.PROVIDE UNSWITCHED (HOT) -FEED TO BATTERY SENSING UNIT SO FIXTURE MAY BE SWITCHED. 9 "NL"INDICATES FIXTURE TO BE ON 24 HR. CONTINUOUS OPERATION. (AT 'EM' FIXTURES, UTILIZE SAME I LAMP FOR 'NL' OPERATIONS, SEE NOTE 8.) 10 WHERE LIGHTING SWITCHES ARE LOCATED IN GROUPS, MOUNT DEVICES IN A MULTI -GANG BOX W/A MULTI -GANG FACE PLATE FOR A NEAT APPEARANCE. TYPICAL ALL FLOORS. II J BOX FOR LIGHTED BUILDING SIGNAGE.INSTALL ON BACK SIDE OF STUDS ABOVE CEILING. COORDINATE LOCATION WITH SIGN CONTRACTORS. UJ U Z >m W 0 Z 0 J I WU) 0 W N m Z0 • Z Fr— W _j 0 LL tl� J W Z J F_ 0 w U� z z � Q O (-) W J n L. J U_ C) LL /�1 CD LJ z -I o I= 2 V O O O Q Q I m LL n W � Q m dp m } m O N z O w G z w m I`- O � co) w Q it U w a x U SHEET NO. Elol Wed Aug 3110:53.00 '988 Bob- n4 Yrl g �fn tpJ+�°�nir'x xovil+ � BAxX *"Ji^ a tM N� �N �� J L3-1 L f t b i 1IM-11-11,11 Spy" REVISIONS 1� z z Q C) L� u LL _J 0 F - F— _ < CD C7 V. z 0 <t < O m —I I 1-- w a- Cr Cr m 0O Z OD °° m z Y O " m O�� Q A u W am E F t p "r .I lw' 4 1 J s I 1 1 U I 1 I I r 1 Fri 1 Al 1 I 1 2'""ll lrl� m , `I I I EM I 0 CIRCUIT AND SWITCHI G IDENTIFICATION LEGEND-,,;, 4 p E3 a, e c e ,- @ ✓�.. Q INDICATES 2 OUTER LAMPS TO E OPERATED BY SWITCH, ,JYf. I CENTER LAMP TO BE OPERA BY SWITCH "b" TO PROVIDES ,$p 3 LEVELS OF LIGHTING gm aONO A d INDICATES ALL LAMPS 1N FIXTU "d". CIRCUIT NUMBER LOCATED E TO BE OPERATED Y SWITCF DJACENT TO FIXTUR, INDICAT se 277 VOLT GRID CIRCUIT TO POWER FIXTU ,� , EA INDICATES I LAMP IN FIXTURE ("EM") TO HAVE BATTER BACK-U FOR EMERGENCY OPERATION. PROVIDE HOT FEED TO BATTERY y EM SENSING SO FIXTURE MAY BE SWITCHED. El NL M u J C}=— " t r R a — - W SX lEM El 1 EM (� NL L4-23 I D A/G DN EM NL W m p/1 Vjyi zo z J w a0 U. J J � W Z />-� W n X UU � Q -Qi < _J a_ L� Li.J w C� 0 V 1 Cr > 0 < 0 M�z L1J f r^�r. LLJ Cr 0 O N z m W M Y OQ , m [] coq ¢U T U f FOUR- �� ! ! Fill ' �LIG H VIP v at Z 27 [ L .Y �� yf f•" { 27 ce?A Ati h" x 71 • • iG n�ca a i I r. " � 3 R { t} k * k �j 4M or •`� a a^®, .,� ,�; a .�a, ;��r4 k•'� �' er�, rw�'„si•tt+% 'n A • • . • GRID - r ► DESICNATEDINCLUDE ED GROUND CONDUCTOR FOR CONNECTIl! RECEPTACLES. CIRCUITS - TO PANEL • - l • - I - : OTHERWISE. I FOR POWER GRfD LAYOUT Ae 2 p F � a ^ 2 w is ♦�rV 4 f V b 4 �,. `�R-. A Y f t { 3 l 11 fit, t�� x Is— N w 3s 9 4 t c J e i S 5 isuoy }5�� t 1 Is I's so is is � r t d h y S i y 4 "k _ �■■■p rb s , I ; - s A KW F e^ a MmKiftCALE: 1/8, = i'—o! 11 LEGEND ' REVISIONS * FURNISH'G F IRRIGATION S I. STRUCT S SITE UTIE S_U CIVIL. C LANDSC L GRAPHICS G CONSULTANT EQUIPMT O E OP .CONSULTANT COMUNCTN T E.LEC. LTG E-L ELEC POWR E-P BLDG.MGMT BMF FIRE PROTECT PLUMB'G P HVAC M M E CONSULTANT CLG C-A ARCH A BASE SH >R ** ALL FIXTURES TO BE L f_TSTED 4 YgTMDw� {=!b 'SSA jM P IL r L ALL FLUORESCENT G^i _i;SiS S IAi_L BE ENERGY SAVING TYPE _ APPROVED MANUFACTURERS AND CATALOG NUMB! RS , � �� p "� T �� SPECIAL `'ICE `SPEC FICATIONS FOR SUBSTITdTION REQUIREMENTS _�l57I CATALO P rl `pOEF T'Y- SYM; DESCRIPTION VDI T EQUAL FIXTURE BY IS ROVAL A 2'X4' FLUOR. STATIC TROFFER-PARAB, 3 SYL F4OCW/RS 9' REC EXP TEE 277 +rM P r i vj-,_-E _8� LITHONIA 2PM3G834018ES r ,! 2PG3GAVX34OSo6f'i12t1VLE3 - O!_UMBIA P4243G43363-1 B 2'X4' FLUOR, STATIC TROFFER 2 SYL F40CW/RS _ 9' REC EXP 'FEE- 277 KSH-AI2.125 LENS PAINT AFTER FAB WILLIAMS EPGS222RW _ MEETALUX 2GCXR240 C 2'X4' FLUOR. STATIC TROFFER 3 SYL F40CW/RS 9' REC EXP TEE �.._. 277 WITH ALP FP 4. - - WILLIAMS E-PG-S223-RW-PL4-24SP.SA METALUX 2GC-340-PL4-24SP-SA-LE3 _ D 4' FLUORESCENT WRAP -AROUND 2 SYL _..� F40CW/RS 10' SURF GWB 277_ .....�.r— i__ITHONIA L0240 - METALUX W24G BENJAMIN CP-2224-4 -_ --•__-- - E EXIT LIGHT - SINGLE FACE INCLUIP-D!5R%;ILiTE 1277 SELF -POWERED BSEX72-G s`-`"-� P CrLITE EMUCl-277-SGDEVINE DrGUM80-SG �'' E1 EXIT LIGHT - DOUBLE FACE INCLUDE:^ 277 SELF-i3O4'ERE� EMERGILITE'BSEX73-G _ PE1 ECTLITE E..:!2-277,_SG 'rywDEVINE DVGUM85-SG I F 4' FLUORESCENT CHANNEL 2 SYL F40CW RC I yr SERFAGE CO.: 77 .._....__�_ _ 'L 1FHONIA C240ES g•- ,-.,._.. ...,_.� ... ._-....,.................m _ ° � I METAL) WILLIAMS 7622 G UTILITY GLOBE 1 SYL 100A. _ " c 7 6 ABOVE D00( 1' c0 cT CAS GUARD 4 STONCO VW 1GC - 1- BENJAMIN 11W-150-G H REC FLUORESCENT DOWNLIGHT 1 * 26W QUAD REC GWB/EXP TEE 277 CLEAR ALZAK PIAC fiA LfT: PRESCOLITE CF123526-6462 _ I REC. FLUOR. DOWNLIGHT 2 * 26W QUAD REC GWB/EXP TEE 277 C'R AI_Z.AK * * PRESCOLITE CFR826-492 * * (493) PRESCOLITE CFRD826-492 * * A ?j PRESCOLITE CF123526-120 J I REC. FLUOR. DOWNLIGHT - DIM. - WASH 2 1 - * 26W QUAD 26U' QUAD REC, IWB/EXP TEE REC GWB/EXP TEE 277 C:LR ALZAK - DI * * K REC. FLUOR. DOWN/WALL 277 CLR ALZAK * * L 2 X2 REC. FLUOR. TROFFER-PARAB. 2 SYL r640CW/RS REC GWB 277 FLANGED LITHONIA 2PM3FB2U40-16ES METALUX 2P3FAVX2UGS33HLE3 - - COLUMBIA P4222UF43333-1 M 4' FLUORESCENT STRIP 1 SYL F40CW/RS TELL LINE SOFFIT 277 _ - LITHONIA C140E5 ___ ... METALUX SS140RS WILLIAMS 7620 N 4' STAGGERED STRIP 2 SYL F40CW/RS ITELL. CNTR FACE COVE 277 LITHONIA SS240ES DURAY SS240ESB WRIGHTLITE STS240RS 0 INCANDESCENT WALL BRACKET 3 SYL 60A. ABOVE MIRROR �- 120 PROGRESS P3018-10 P REC N.P.S. DOWNLIGHT - EXT. 1 SYL LU 35 10' REC STUCCO 277 JAPIP LOCATION PRESCOLITE 1016S350HPSFEM8 Q WALL MOUNTED H.I.D. 1 LU150 14' AFF i 277 DEVINE LWP60-150HPS-277-_...._ R REC HID --ASYMMETRIC DROP LENS 1 SYL LUl 0 REC ST CO _,._ 277 SEALED7 HALO M5355-650-11321P S REC HID - ASYMMETRIC DROP LENS 1 SYL LU100 10, REC STUCCO 277 SEALED GASKETED HALO M5354440-11321P __, __ ~- __ __•_ �� T SEMI-REC. STATUS LIGHT-INC. 2 SYL 40W 10, DRIVE -UP CAN 120 WITH HOOD ALKCO-107 VERSA -TECH VIR21(10/R/G HOOD "Oi_E S251'/R/S U 2'X2' FLUORESCENT STATIC TROFFER 2 SYL FB OCW/RS 9' REC EXP TEE 277 K H- V 2'X2' FLUOR, STATIC TROFFER-PARAB. 2 SYL F640CW/RS 9' REC EXP TEE 277 SEMI -SPEC 9 CELL - �*:'(-16C-)� #=R_FNfF_ �°R UAL X 2P3GAVX2t.16533H1*E��-. I,C'!.Ui7BIA P4222UG43333-1 ('48) W REC FLUOR. SHOWER LIGHT 1 SYL 75A. REC GWB lc^O SWATTER RESIST. GASKETED S P P6 22 XF POLE MTD HPS RE L L U . iftRa7717r—SINi, 6AlOFN25OS277PSFA13-E 3 _ s X3 POLE MID HPS AREA LT 1 SYL LU250 20' SQ. ALUMINUM POLE 277 FORWARD THROW DIST. - SINGLE STERNER FN26A103N25OS277PSFA13-E STERNER FN26A105N25OS277PSFA13-E X5 POLE MTD HPS AREA LT I. SYL LU250 20' SQ. ALUMINUM POLE 277 FORWARD THROW DIST SINGLE, YFIJ POLE NTD HPS AREA LT 3 SYL LU250 20' SQ. ALUMINUM POKE 277 TYPE C CR4'i:RD THROW - TWIN 90 STERNER FN26A29FN250S277PSFA13 .E YF2 POLE MID HPS AREA LT 2 SYL LU250 20' SQ. ALUMINUM POLE 277H �TYP FORWARD THROW - TWIN 180 "STERNER FN26A28FN25OS277PSFA1'S-E Z 8' TRACK WITH 2 INCAND. CYLINDERS 2 SYL 100A. 9' SURF EXP TEE 120 jOINER TRACK WHERE APPLICABLE PROGRESS P6203-30/(2)-P6361 AA 2 HEAD SELF POWERED EM. BAT. PACK INCLUDED 9'-6" SURF GWB 277 FRONT MOUNTED HEADS, NIC. CADMIUM EMERGILITE 12JSC36-2-E-FM BB BOLLARD- g' ROUND MET. HAupE 1 SYL MI00 : tao Tnr> - i -0 DARK aROnt2 c FtIV sN STERNER AR 42 G N too H 120 C CC 4' FLUORESCENT STRIP-ASYMM. REF 1 SYL F40CW/RS IN COVE 277 SEE ARCHITECTURAL DETAIL LITHONIA C140ES-AS METALUX SS/ASY-3-13ORS INCANDESCENT DOWNLIGHT 1 SYL IOOA. 8' REC EXP TEE O LEAFi .I'ILZ,'tK/BLACK BAFFLE PRESCOLITE 1224-B362 HALO H750OT-1400BA 4' FLUORESCENT STRIP -STAGGERED 1 SYL F40CW/RS IN COVE 277 LITHONIA SS140ES DURAY SS140ES WRIGHTLITE STS140RS _ fGG WALL SCONCE -INCANDESCENT 2 SYL 60W A'9 � 6'•6" SURF GWB 120 VERIFY PAINT. FINISH COLOR WARCH / VISA LTG 1CB1400 - 11 LOW VOLTAGE - INVIZALITE STRIPS 7'W. HA.L TELLER COLUMN 120 CUT F0 SIZE REQUIRED CSL LTG A4001/PC-1 H 2 X 4 FLUOR GASKETTEDr 9' REC T FOR KITCHEN WILLIAMS EPG-S224-RW A121Z5 METALUX 2GCXF1440 Al2.125 n " .''VERIFY LAMP/t1AlUKE LUMPATABILITY WliH mANUI-IAUiUKtK. UIMMADLL t1AIUKL J' KNUiKEa "WKHM-UULUT E" ITYE LAMPS. FLUORESCENT DIMMER BY PRESCOLITE CONTROLS OR EQUIVALENT REQUIRED. ( " FOR FIXTURES MARKED /G ((ie:A/G, I/G, etc), PROVIDE GOLD COLOR REFLECTOR, (CHAMPAGNE) SEE 4TH FLOOR LTG PLAN. CONDUIT HOMERUNS - SEE PLAN --� CONDUIT ADAPTOR rA.ktZl%N BOX - 2 JBH243020-60 WITH CARPET HOLDER - 22CH-1/2-420 .DARPET HOLDER --, WALKERCELL200 RACEWAY WCR2=10/24 wWiTH --�� PK-200 PRESETS. PRESETS. -ON 2'_CENTERS.-_SEE DETAL PRESET WITH MARKER SCREW FOR FUTURZ ACTTVA DATA 314' C. TO SEC. J. BOX - SEE SECURITY DVVGS. \ � �B- / SEC: •'FEED MAKE. KNOCKOUT AND CONCRETE TIGHT CONNECTIO 1,111'DERFLO(0P DUCT SYSTEM DETAILS NO SCALE GANG MOTH AS REQUIRED LANE STATUS LIGHTS 0 0 0 0 0 0 3 POSITION MAINTAINED CONTACT WITH CENTER OPEN OFF SWITCH, SIERRA111 5122 (TYP.) 1 2 3 4 5 6 1/8" HIGH BLACK ENGRAVED LETTEF 1 302 STAINLESS STEEL SWITCH AS REQUIRED LANE STATUS LIGHTING SWITCHES NOT TO SCALE SYM DESCRIPTION LAMB IO VO4 Cli1"ALpU` QTY CAT+F JJ . PAK M70 10'AFF 277 ©EVINE DLS$-70MI41 FINISH FLOOR NO SCALE DUCT 2'ROUGH I SLAB BELOW DUCT SYSTEM WP AFP UI-lo GFCIi; ABBREVIATIONS: WEATHERPROOF: PROVIDE WEATHERPR ABOVE FINISHED FLOOR UNLESS NOTED OTHERWISE GROUND FAULT CIRCUIT INTERRUPTER ISOLATED GROUND DIE CAST METAL COVER - WITH KNOCKOUTS --z7-- ReIG DATA CONNECTOR BRACKET ow ,REGULAR DUPLEX RECEPTACLE — '. ENCLOSURE FOR DEVICE NOTED ISOLATED GROUND DUPLEX RECEPTACLE TEL / SECURITY OUTLET E RECESSED ACTIVATED PRESET DETAIL NO SCALE :X-1 ERIOR UTILITIES: --JeP— UNDERGROUND ELECTRICAL, PRIMARY — UGS — UNDERGROUND ELECTRICAL, SECONDARY —UG7— UNDERGROUND TELEPHONE O TRANSFORMER LIGHTING FIXTURES: RECESSED FLUORESCENT LIGHTING FIXTURE WITH JUNCTION BOX AND FLEXIBLE METALLIC CONDUIT CONNECTION. UPPER CASE LETTER DENOTES FIXTURE TYPE; LOWER CASE LETTER, IF SHOWN, DENOTES SWITCHING ARRANGEMENT „.� RECESSED FLUORESCENT LIGHTING FIXTURE WITH EMERGENCY BATTERY BACKUP w Q i OO RECESSED FLUORESCENT INCANDESCENT OR H.LD. LIGHTING FIXTURE ?' RECESSED FLUORESCENT INCANDESCENT OR HIM. LIGHTING FIXTURE CONNECTED ON NIGHT LIGHT CIRCUIT W LIGHTING TRACK MOUNTED INCANDESCENTHTING FIXTURE _ ® EXIT LIGHT -PROVIDE ARROWS AS INDICATED M O RECESSED WALL MOUNTED INCANDESCENT OR H.I.D. LIGHTING FIXTURE Wz o SURFACE MOUNTED FLUORESCENT LIGHTING FIXTURE Z SURFACE MOUNTED FLUORESCENT LIGHTING FIXTURE WITH EMERGENCY BATTERY BACKUP O _ J O I SURFACE OR WALL MOUNTED INCANDESCENT OR HIM. LIGHTING FIXTURE 0 a 0-0 POLE MOUNTED AREA OR PARKING LOT LIGHTING FIXTURE COMPLETE WITH INDICATED QUANTITY OF FIXTURE HEADS, FIXTURE MOUNTING ARM(S), POLE, AND CONCRETE POLE BASE ® RECESSED INCANDESCENT EYEBALL OR WALLWASHER, ARROW DENOTES AIMING DIRECTION. ® SURFACE MOUNTED HJ.D. BOLLARD LIGHTING FIXTURE LL W WIRING DEVICES: x LLI y: SINGLE POLE TOGGLE SWITCH: 15 AMP, 120 VOLT, 48-INCH MOUNTING HEIGHT, U.N.O. �0 I THREE-WAY TOGGLE SWITCH: 15 AMP, 120/277 VOLT, 48-INCH MOUNTING HEIGHT, U.N.O. LL 'T FOUR-WAY TOGGLE SWITCH: 15 AMP, 120/277 VOLT, 48-INCH MOUNTING HEIGHT, U.N.O. J W ® DIMMER SWITCH: AS REQUIRED FOR FIXTURES OPERATED, SLIDE -BAR TYPE, 494NCH MOUNTING HEIGHT, U.N.O. \W II „ SINGLE POLE TOGGLE SWITCH WITH PILOT LIGHT: 15 AMP, 120/277 VOLT, 48-INCH MOUNTING J J HEIGHT, U.N.O. SINGLE RECEPTACLE: 20 AMP, 120 VOLT, 3 WIRE GROUNDING, 18-INCH MOUNTING HEIGHT, O UJ U.N.O. n / DUPLEX RECEPTACLE: 15 AMP, 120 VOLT, 3 WIRE GROUNDING, 13-INCH MOUNTING HEIGHT, ll z �{U.N.O. 4 DUPLEX RECEPTACLE: SAME AS ABOVE EXCEPT MOUNTED ABOVE COUNTER W LW Q 16- DOUBLE DUPLEX RECEPTACLE: SAME AS ABOVE EXCEPT TWO RECEPTACLES MOUNTED IN A ,µµ TWO GANG BOX. 18-INCH MOUNTING HEIGHT, U.N.O. W UJ Illl ISOLATED GROUND DUPLEX RECEPTACLE: 15 AMP, 125 VOLT, WITH ORANGE FACE AND 302 J STAINLE55 STEEL COVER PLATE. 18-INCH MOUNTING HEIGHT, U.N.O. LLJ r , l , $f ," DOUBLE DUPLEX ISOLATED GROUND RECEPTACLE: SAME AS ABOVE EXCEPT TWO I.G. X u u RECEPTACLES IN A GANG BOX, 18-INCH MOUNTING HEIGHT {�] SINGLE ISOLATED GROUND RECEPTACLE: 15 AMP, 125 VOLT, WITH ORANGE PACE AND 302 rn STAINLESS STEEL COVER PLATE. 18-INCH MOUNTING HEIGHT, U.N.O. UJ UNDERFLOOR DUCT DEVICE ACCESS BOX. PROVIDE ISOLATED GROUND AND, REGULAR DUPLEX RECEPTACLES, TELEPHONE, SECURITY AND DATA OUTLET AS INDICATED ON DETAIL. THREE SECTION UNDERFLOOR DUCT WITH PRESET BOXES ON 2' CENTERS AND HARDWARE AS REQUIRED. �A ® UNDERFLOOR DUCT JUNCTION BOX WITH COVER AND CARPET FLANGE j SURFACE MOUNTED RACEWAY: SEE PLANS FOR SPECIMCATIONS O Q a' SUSPENDED RACEWAY WITH HINGED COVER: SQUARE "D" ILD4 SERIES WITH FITTINGS. U HARDWARE AND ACCESSORIES AS REQUIRED. ,W+ W ',. MISCELLANEOUS: V TELEPHONE OUTLET: 4-INCH SQUARE JUNCTION BOX WITH PLASTER RING AND 3/4-INCH ` CONDUIT HOME RUN TO TELEPHONE BOARD- lE-INCH MOUNTING HEIGHT, U.N.O.LL 0 SINGLE DATA OUTLET: 4-INCH SQUARE JUNCTION BOX WITH PILASTER RING. INSTALL OWNER N LL ,-,, PROVIDED OUTLET. PROVIDE 3/4" C. STUBBED UP AND ABOVE CEILING WITH BUSHING. 18" O ■ '. MOUNTING HEIGHT, U.N.O. LL J DOUBLE DATA OUTLET: 4-INCI1 SQUARE JUNCTION BOX, 2-1/2" DEEP. INSTALL OWNER Q PROVIDED OUTLET. SEE ELEVATIONS FOR MOUNTING. Q 0 [ JUNCTION BOX W Z > Grv_ EQUIPMENT CONNECTION m a gFAN MOTOR i DISTRIBUTION, AC OR LIGHTING PANELBOARD: 277/48OV., 60 HZ a ® RECEPTACLE AND POWER PANELBOARD: 120/208 VOLT, 60 HZ. U DU NON -FUSED DISCONNECT SWITCH: "3/30/3R" DENOTES POLE/AMP/ENCLOSURE RATING; DASHED DENOTES FURNISHED WITH EQUIPMENT a W Iai FUSED DISCONNECT SWITCH: "3/30AF/3R" DENOTES POLE/FUSE/ENCLOSURE RATING: DASHED Co 0 DENOTES FURNISHED WITH EQUIPMENT W TELEPHONE BOARD: SEE TELEPHONE RISER DIAGRAM FOR DETAILS FUXI FLOOR OUTLET BOX WITH DUPLEX RECEPTACLE AND TELEPHONE OUTLET. SEE PLANS FOR DESCRIPTION } ® FLOOR OUTLET BOX FOR CONNECTION TO PARTITION FURNITURE. SEE PLANS FOR 0 m m DESCRIPTION 2- oj 0 W ® INDICATES FLEX CONNECTION FROM WALL TO PARTITION FURNITURE REQUIRED. SEE PLANS m N F �. Z Y FOR DESCRIPTION. O N Q Cl). Q Q Wes" WIRING SYMBOLS: 0 O 0 V WIRING IN CONDUIT, RUN CONCEALED IN SLAB OR UNDERGROUND WIRING IN CONDUIT, RUN CONCEALED ABOVE CEBJNG OR IN WALLS WIRING IN CONDUIT, RUN EXPOSED \ 'Xlh- HOMERUN TO PANELBOARD: NUMBER OF ARROWS DENOTES QUANTITY OF CIRCUITS, CROSSMARKS INDICATE QUANTITY OF CONDUCTORS. RUNS VOID OF CROSSMARKS ARE 1/2- d INCH CONDUIT, 2 NO. 12, AND I/12 GROUND, U.N.O. ,L SHEET NO. EVANS AND HAMMOND, INC. E3" 1 CONSULTING ENGINEERS, JACKSONVILLE, FLORIDA 42-7i TELLER WIN LC� FULLPAk FLR TEL/DATA i NOTES: REVISIONS 22•c I. ELECTRICAL CONTRACTOR SHALLL PROVIDE AND INSTALL ALL DATA P PUtI)BOX TEL/DAT4 cw CABLING AND MAKE CONNECTIONS TO DATA OUTLETS AS DIRECTED BY BARNETT COMPUTING COMPANY. x t3' DP PLX.LdDx II120C.-1012 GREEN GRID DATA CABUN4 TO TO PNL'TM' EQUIP y . FLOORS ABOVE GRD HUS Coll G 2 TELLER LINE DATA SYSTEM QHALL HAVE A CABLE LOOPED FROM v � , 12 C. To TELLER w W � ,�„► j COUNTER ASRFf+iD.TYPICAL 5_Z„` SLACK C 1R 11Y . CONTROLLER TO 4 OR LESS TELLER STATIONS. NUMBER OF TELLER FO RACK RDU DIN IL w IdI R c' N y STATIONS SHALL DETERMINE TOTAL NUMBER OF LOOPS REQUIRED. / `� oe / / TELLER LINE CABLE RUN IN CONDUIT SHALL BE BELDON 1187234, 4- m ul W w woe TELE. OUTLET AlSESSIBIc CEILING — ! :,, SHALL J o �o / 4C, 22GA SHIELDED. CABLE EXPOSED IN PLENUM SHALL BE BELDEN ci '-NERAL Oecve oc `�°C I/2•C. WITH BUsWiwa,5TU6 887E , RPOSE o=% owe / oav GENERAL I # '3 4C 22GA SHIELDED PLENUM RATED CABLE. �/ _ UP ABOVE ACCESSIBLE Cl CEPTACLE <� < �r < i j// $� PURPOSE 8 FOR DATA CACSLINCa.TYPICaL o o v h o RECEPTACLE FOR fo QD 6"O.C.— 3. DATA SYSTEMS .OTHER THAN TELLER LINES SHALL HAVE AN INDIVIDUAL .r -. i CABLE RUN FROM EACH OUTLET TO DATA RACK OR OUTLETS AS DOUBLE DUPLEX COY4"DPXIVGUTTE:R WITH I 11 PROV I DE. (8) Ill DETERMINED BY B.C.C. THIS CABLE SHALL BE TYPE 9, PLENUM RATED 1 SCREW ON COVERT i1 i GROMMETTED OPENINGS :� ^ �- ftECEPTACLE I L' -j -E_4' . J•50A.�cR � ___ ! DATA TERMINAL-"DT°' li !. AT GUTTER BUiTOM FOR 26 GA. 2 PR SHIELDED CABLE. BRAND REX EQUIVALENT TO IBM 6339583 -t r SECU0,;I f 54_ CABLEACCES570RACK• ONLY. THIS CABLE MAY BE PURCHASED FROM THE FOLLOWING COMPANIES: �a �9'] ® TRAt. ; YOicAL. R TELEPHONE I I 5— . . w ANIXTER $ROS. INC. MILLER ELECiRIL' CO. L_J DUPLEX RECEF Faf 7837 BAYBERRY ROAD P.O. BOX 1799` TELLERE77E PoWZF 4' �a'c: TYPICAL _i _ _ PLyVil O'xy4•THK JACKSONVILLE, FL 32216 JACKSONVILL..E, FL 32201 `" I I DATA SYSTEM OUTLET ^ • ^ • • • • I --- PLYWODO ESACKBDaaD FURNISHED BY BCC' o 0 0 0 e c FOR DGTA RACK (904) 730-2703 (904) 354-4461 INSTALL IN 2'�b•X4'X I ryJPPORT. CONTACT: JILL PULLEN CONTACT: RON AUTREY 'CC ��— ----- 2112"OP Box -TYPICAL Q Q INSTALL RACK OR NOTE: DO NOT RUN3/4" DATA CONDUITS IN FLOOR J . J -� (—L------ 2'_ IDATAOV�LETSAS SLAB, CONCEAL IN WALLS OR ABOVE CEILING ONLY. Z CL LL C. -no 'MTb' — /4°-C, TO J•BOX AT II/i C.TO DATA OUTLET TELEPHONE OUTLET WITH RF-0'D BY B.C.C. TELLER COUNTER At TELLER COUNTER. D/4'C:HOMERUNTOTEL.ElD 4. CONTRACTOR HALL LABEL ALL DATA RUNS AT SOURCE OUTLET AND SEE SECURITY DWGS. SEE PLAN• TYPICAL FOR 3 ®®®� ®1 '' 1 I , nn 1' -- I •. I I / I I I I /2 G. TO PLATR'JRM LL DRIVE �� -, `e e 'g q(� � ,�_ — y FLOOR DUCT A9 R6Q'D TERMINATION AS DIRECTED BY B.C.C. LABELS WILL BE SUPPLIED v E R E / g E ION •"(SIMILAR) FIN FLIT I ' TYPICAL. BY B.C.C. -� - DATA CONTROLLERS ES'f BCC, 6"H :� 24'W x 9'L PLYWOOD 190LATE-D riROUND RECEPTACLES, 5. IF BARNETT COMPUTING COMPANY REQUESTS CONTRACTOR TO INSTALL NOT TO SCALE CONTROLLER STAND. HUBBY_°:. � G52G2 1 • IG5251 FOR, +•aa .al/CONITROLLER f4UIP.TYPIC4L. INDIVIDUAL OUTLETS IN LIEU OF DATA RACK INDICATED ON DWGS, uj DATA I� " ELEVATION THIS WILL BE CONSIDERED EXTRA SERVICES BY THE E.G. 2' SLACK I„_ CABLE SHALL BE LOOPED AT CEILING FOR FUTURE RACK Cr NOT To scatE -.. INSTALLATION, w X .1'C.TO'MTB' 6. SURFACE 'DUCT' RACEWAY FOR COMMUNICATIONS CABLING. MOUNT 10 1"C_TOBLDG.ALARM �4C,ToMAIN ABOVE COUNTER. PROVIDE FLEXIBLE CONDUIT CONNECTIONS FOR CABINET SECURITYJ-00X. 120V RECEPTACLES RUN INSIDE DUCT. MIDLAND ROSS CO. elf 5EE 5rcu TY YJTO *I5OL.GRD) "MULTA-SERV" #SK-12-BR BASE & #SK-C-IV CLOSURE STRIP. }'4C.-2012{II'I215olA7fD DRAWINGD. BKR. PROVIDE ALL OTHER FITTINGS AND ACCESORIES AS REQUIRED. —j GRD. TO Il.A. BKR. �ICATI®N HOLE FOR �� DRIVE: UP TELLER WINDOW CA15LFS 4''C.-2*12 1'12GRD. TO IP/20A. BKR.FOR CgENERAL F>Jl =,aE •_-_„_ TYPICAL OUTLET BOX 4 �� COUNTERTOP CAMERA. POWER STUB DOWN 5oL. GRD• y N RECEPTACLES .RECEPTACLE -SEE- I�WC.:-; B��A��nl�f RECEPTACLE MOUNTED WITH BUSHINGS _ �. �` �� .._...� IN HINGCO COUNTERTOP SIGN J-SOY,SECURITY J-Box �:',PLAN - �-� 6-/ TAMPER 5Wrl COUNTERTOP MODEId/PRINTLfOtJtLETS AND RECEPtACLES CAMERA J-i3OX BHCLVL,IPE i1TILIT — FLUSH MOUNTED. SEE COUNTER� zo•.zo.�•THh DATA WIREWAY VT(H ROUNDED DT .SEE ELEVATIONS —� DATA LOOP A OUTLET v POWER ,1-&7X-ATM, BOX. LOOP RECEPTACLE: L16HTING COVE AT �REMOVACLE ACCESS COVER 4 9Q. J-BOX ` CORNERS. [" .. 5UPPLIED BY OWNER, FACE OF COUNTER �'LIq.TIGH1' FLEX `-2stg[A. "^r"-t 'INDTALLED BY CONTR 1 CONDUIT WITH SECURITY a C.WRH DATA -- I��C• --� ��^ �1J ATM 4 FIOLE }2aR r l N . ! vil. Ill JUNCTION Brnt CABl - iI� a G NOTCH DIE60LD 0 PLATES CONNECTING LINE FROM ATM FOR TELEPHONE N 5eRVICE '. - _ m TO J•Box.LEAVE -IJTM-41 =DOUBLE' DUPLEX ReCEPT. COUNTER Will m dt TOTE 2' EL4CK -TM-�B .....-_ _._ CHASE �y _(FIXTURE) 'LIQ:TIGHT FLEX �I < CONDUIT WITH G'POWER _FLOOR 0 NA oWER WIRING RUN IN CHASE CABLE TOOONNErnN6 a MODEM/PRINTER SHELF PLATE Y °I SHALL BE FLEXIBLE METAL I M 17 1 J-BOX FOR DID VE.-L.1P :: • CONDUIT. NOTe: G S4. 'BOX FOR AN, 0 1, eoxEs ARE LOCATED coNN rloN o� ATM CONNEC 1 ii-iNl- . -40 fM-13 // M RELATION TO ATM / 4'PVC FROM UNIT. VERIFY UNIT DRIVE MATH• ,PLOCATION ON ARCH. w__, E) ATM f_ FLU. COUNTER ESECTIONRG5 ELL (TYPICAL) 4•PVC TO DRIVE YIN f TO SCALE "Ill ATM UNIT _ J q ( 2 Iz l U ATM O ELEVATIO ' (SIMILATi� � n12 r,U ISOLATED u�c)UI`�JD ' F a" NOT TO SCALE E NOTE E r 1 t , tjJ _E L NOT L I A' M R00MI �. LINES r ��)) EE_� r_, i i f d n ¢ SLR MORE TOI 3�'tMl JT OF ARGFD f CAN I� L-(. AN t I Il VICE > >l MANLII A� l U1 EARS i DA I A FOR INSI ALL/I I !(,N. � K 'L16'I't_LN F' '•=_;al ,q t a /4° 2iz' HOLE FOR J ` CABLING (TYP) z .r. , ( TM-I8 _ - 2 - ��,. ; '-FBI' PROVIDE ACCESS TO TM-8,10,12 BOTH RACEWAYS TBI' FROM J-BOXES (TYP) - = SEE NOTE 6 LIP _ - r I —_ MOUN IN FACE OF _____.____.._____.___. _.w ,-. _,._. _ , __ ,___�,__ .... _ _ _ -:___; :_ �_ _ _ _ ._ __. _.. ,. _--__.__- _ .__ . _L-. /f _.. — _.__.. _ ., , ,� i ,�, _ .. _ rk" �.; ✓K "`.! r r.:'x4 'kX�i''<``c ,P.T�,r`lY.;> _. .._.. .. ____.. I ,_.J CONCRETE FOUR. SEE i ,a„_ T k:r �u : x . x. . ,.. ,,, .: , ..x 2 .. - - o o O © OUTLETS RECEPTACLE, M,FG'S INSTALL DWGS. I J �j % DATA oUT ET p ° jp VERIFY .PLACEMENT - — �¢� FURNISHED 6Y pp LJ i _.I .••.`.._._� .. _-mm ��„ 28 36 �8 30 gp `H' 34 ( `. OWNER.IN6TALLED WITH OWNER (M_ I f_. — i 5 - _._—,T_ _ _ _ _ DY CONTRACTOR. _ �__l. `� I f -, i, "C 61 U I 8 31 �..) ;41 (T i _..._..___ jl _._. _ ;, I f Phi 2 O �. I I I � _ L� f I i.3 - I C I/L C 0 0 e ..� �� 'Al 5.:6wil amuJdpFnV'1 _ ':;Am I M-24 P /. - TM- ->Y ipt30 a h_ _ ao a1e m 'PANEL lU23 IO`3 1(_'I' II I I.I _ DIEBOLD TM-22 2� TM' I �_._ ....� 1. IL _ )UJI \ rr.r ILj i4 (� iu1— , � � 34 30 � - .�- REMOVABLE PANEL � --(- � i 1'�,_ .. 'i4> �>0- "7 I P� �w /. _ is TM-19,21,23 107, _.. _ I SHEET TM-25,27,29 -, �& 47_� �°� ��.� EIS G`E Vt�t+l a a' TO SCALE J Y _._ � El _::I J J L'IB 5 --- - - -. ALL WIRING IN / TELLER ARE J-BOXES MOUNTED LOW /—lifz"C PROVIDE FOR F l f IN COUNTER CHASE -/ ° FUTURE DATA LINE n r-.-- COUNTER CHASE--� li/2„CA TBI ENLARGED POWER PLAN. SCALE=/q„ = 1'-01, 'DT'Q ATM RM REVISIONS PURNISH'G F IRRIGATION S STRUCT S SITE UTIE. S-U CIVIL C LANDSC L GRAPHICS G CONSULTANT EOUIPMT Q EOP CONSULTANT COMUNCTN T ELEC. LTG E-L ELEC POWR E.p. LOG. MGMT BMF IRE PROTECT 'LUMB'G. p IVAC M I E CONSULTANT LG_ GA RICH A ISE SH r1Riff Tom& T 3RD, FLOOR _ �ACLE MOUNTED . , AL 5ACK50ARO Pr T cr �E RETARDANT WWITE CU- GROUND WIRE TYPICAL. GRoLivL P,ARATCLY DERIVED SERYICE &ROl11JD. - Z N Col.: 2 _ 2 t1 CONDO 17 3/4u CONDU I T Al ---TYPICAL TELEPHONE__ OUTLET 2ND. FLOOR 211 coNmirr 3/� PROM NaNE '5 -- -- EL� EVAT_. ��.. MFR•'d RECOMMENDATIONS OPEN DRIVE Uri Pax II/411C. AT 15T• FLOOK ONSoLE - VERI FY LOCATION w I r H owNCR TELEPHONE RISER DIAGRAM CLOCK POWER L N 0 'PROVIDE SLOTTED CHANNEL FOR CONDUIT SUPPORT, TYP, T�3/¢IICONDUIT TEL. BO• TYPICAL TELepHoNE OUTLET -�2 3 I010 T,EDM®Y ITELEPNONE / COMPANY XCO CU. GROUND TO APPROVED Sou;zce TYP. PROVIDE. Go'.071 = SLACK W IRE AT &OARD IL 2- 2 M CONDWT To SST. Lucle - SLOG. AS DIRECTED 13Y TEL. CO. TC 4TH. FLOOR 3RD_ FLOOR 3 U coQ z E0 W W zff o zz o 0 JJ aa LL SHU NT TI, I P 2 I�u-J PUSHBUTTON PNL. IKI 2T1 480V,3PH 208/12OV,3PH 75 LL 3T1 480V,1P 120/24OV,1PH 1.5 W 2R& ZRA L2 ACL m PWL- Ib T2 980V,3PF' 208/12OV,3PH 45 m IKDI 225A 15oA 16 A 225 225 O I T3 980V,3PH 208/120V,3PH 45 8 _ 7 j Ti I(q} ^l T9 980V,3PH 208/120V,3PH 45 2ND. FLO R = 450A J LLl rn W J 2 11001A 4 ELEV, PW / — IR6 IRA LI ......' KKR. 5W6C+ 'Ml�'a f- z � 2TI1 225 A ELE1� CAD- M. 225A t�R h, TIc�N [� PAD MID, XFM12. r-NA15TIZ 1*191AT PROVIDE PAD'PeR WW O 7SK 8 2 III5 I �, 5EC71oN UTILITY CO. REQMNT15m1STe FLOOR = 7SKvA 6x , III/4GKWHR METER, MOUNTaJ PE.D69TA1. KFNIQ, GOpRDNATL; WITH L)NLITY CO, J I L i2) Q - R.G,g, ELL5 AT PAD AND POI.E W 120V, CKT5 • U6S tlGP� �/ U U 1 2 . 4" - 5CH. 4o PVC To X �y P5,AR`rIG�e 25oER ZP/3oA�2OA%mI / \ TAP AHEAD OF MAIN 6KR- P0kNIER /*Ok.E, A5 DiRECTtD Q Q USE RI TYPE FU5E5 15Y UTILITY CO. Q -� POWER RISER_DIAGRAM NOT TO SCA E FIRE ALARM NOTES: 1. INTERLOCK ELEVATOR LOBBY SMOKE DETECTORS z WITH ELEVATOR CONTROLS IN SUCH A MANNER THAT ACTIVATION OF DETECTORS WILL CAUSE DUCTDETIECTOR lrl 5 5 6 5 5 5 5 5 $ 5 5 6 ELEVATOR TO RETURN TO 1ST FLOOR AND OPEN U L1J RETd1ZN DUCT (TYr?) _I DOORS. ELEVATOR SHALL REMAIN OUT OF SERVICE (PROVIDED_B`( Me04- I CAR4. to I ft • CORk. I I I I I I I UNTIL OVERRIDDEN BY FIRE DEPARTMENT PERSONNEL. u Li! V) CONNECTION 6y E,�,) i $ 5 F G CORR. IF SST FLOOR DETECTOR IS ACTIVATED, ELEVATOR STAIR OFC. O V Bl;( 6�IC SHALL RETURN TO 2ND FLOOR. c.) LL = L.L � f 2. ACTIVATION OF ANY FIRE ALARM DEVICE SHALL J O F CokR• F Cppq,pSOUND ALARM AND SHUT DOWN ALL AIR CONDITIONINGexIT. EfTUNITS. 0 4TH, FLOOR 3. ALL 'CONDUIT SHALL BE 3/4",U.N.O. WIRE PER U) LL<__ MANUFACTURER'S RECOMMENDATIONS. r— Fn cLSRM. fYLCC, � � LL- CORA EQ, JAN, CORR, CORR. FIRE ALARM ZONE SCHEDULE: > 06 5TAIR F 0 5 3 F ELEVLOBBY Nell;3R. 4�. 5 C�FC. ZONE: SERVES: NOTES 1 1ST FLOOR Q uJ F CoRQ, (TYPICAL' CbR/L, 0( IA 1ST FLOOR A/C UNITS EK/T ex IT. Q IF 1ST FLOOR FLOW AND TAMPER SWITCH V/ TIMECONTROL DEVICE SCHEDULE (D 120 VOLT PHOTO-INITIA?"wD ELECTRONIC TIME SWITCH, 7-DAY, SINGLE CHANNEL WITH CARRY OVER SYSTEMS, RAINBIRD 1E2-701-P. O PHOTOCELL, STONCO 0P150AS, MOUNT ON ROOF, AIM NORTH. 3O 20 AMP ELECTRICALLY HELD LIGHTING CONTACTOR, 120 VOLT COIL WITH QUANTITY OF POLES AS INDICATED, SQUAP:E "D" CLASS E903 1N NEMA 1 ENCLOSURE, -LG- SERIES. CONTACTORS SHALL BE LABELED WITH CIRCUIT NUMBER AND LOAD SERVED. LI-2T PHOTO-oN TIME OFF f LI-33 � Li 31 �I— pARKINC; L..7 q IRA-22 �II SIGN (24 HR LTCA) LI-23 I ENTR-( LOBBY LTCj I RA- a TIMECONTROL WIRING DIAGRAM NOT TO SCAILE PHOTO-o6j PHOTO - OFF PARKING SECURITY LIGHTLrJC� WALKWAY L'OLLARDS �pAae i 451142A L4 AC4 15A. 2t5A 225A T 3 T4 2 45KVA 3R513RA 11.31 15o A 225A 7 T3 4° 45KVA AC3 P4 CONDUIT AND CABLE SCHEDULE: O (6)-3 1/2" C'S EACH WITH 4 N500 MCM THW` CU (D 2 1/2" C.- 4 N4/0 THW CU 4 1 44 GRD 03 2" C.- 4 M1/0 THW CU 8 1 46 GRD 0 1 1/4" C.- 4 42 THW CU 8 1 A8 GRD 0 1 1/4" C.- 3 #2 THW CU 6 1 46 GRD 0 1" C. - 3 N4 THW CU S 1 N8 CAD OR6 CU GAD 0 42 CU GRD 0 43/0 CU GRD TRANSFORMER SCHEDULE: MARK PRIMARY SECONDARY KVA 1T1 48OV,3PH 208/12OV,3PH 75 lE 1ST FLR ELEVATOR LOBBY AND EO �'—' LL- n 3RD. FLOOR 2 2ND FLOOR I— LL EA 2ND FLOOR A/C UNITS LLJ 2F 2ND FLOOR FLOW AND TAMPER SWITCH Z ELEC, 2E 2ND FLR ELEVATOR LOBBY CORER. EQ. JAN, COIN, CORR, 3 3RD FLOOR d $TAIp. F F 5 F ELEI/ S F 3A 3RD FLOOR A/C UNITS ,OFC OFC. rjIDB OFC, 3F 3RD FLOOR FLOW AND TAMPER SWITCH m �� 3E 3RD FLR ELEVATOR LOBBY CORR. H H S t=1" COO?. 0! 4 4TH FLOOR } EMIT IT STO DINING EXIT. 4A 4TH FLOOR A/C UNITS } m 4F 4TH FLOOR FLOW AND TAMPER SWITCH 6 ay m 4E 4TH PLR ELEVATOR LOBBY 2 O� Wdo OY 2ND, FLOOR PROVIDE 4 SPARE ZONES FOR A TOTAL OF 20 INITIATING ZONES. m If) I• Z Y� Q� U CANOPY Lo4$Y EXIT _ 5TAIR WP F G F F p; ELEC. Q Ii Ee REMOTE ANNUNCIATOR s S LOAN STAIR - ELEV ELEV EXIT EXIT 8 Y Lop5y EQ G RE' IZO V. 5 X 1ST. FLOOR �- v FIRE ALARM RISER Ai 4 SHEET NO. "'/ANS AND HAMMOND, INC. E3.3 CONSULTING rNGINEERS JACKSONV:LLE. FLORIDA 4271 REVISIONS URNISH'G F IRIGATION S I f AUCT S ITE UTIE S-U IVIL C MDSC L RAPHICS C, )NSULTANT )UIPMT Q DP CGNSULTANT DMUNCTN T AC LTG E-L .EC POWR E-P DG. MGMT BMF RE PROTECT .UMB'G P VAC M E CONSULTANT L G = C-A >ICH A SE SH. # PAN S AC2 CKTNo.. POLE rG 480/277____ VO" T MI _ PPASF RE, � � � I_ _MOIJNTEO _._ N � _- MINIMUM 14 Ct O A.i.C. 225 AMP MAIN TRIP SERVES CKT. = NO. POLE REP SER`uS mm _ 1 RTU/2-1 2 4 3 50 R 3 3 40 5 6 7 8 10 3 70 RTU/2-3 9 3 40 RTU/1-1 11 12 13 14_�-- 18 3 40 RTU/1-2 16 3 35 RTU/2-4 17 18 20 19 21 3 -- SPACE, 100A FRAME 22 3 -- SPACE, IOOA FRAME 23 24 25 _- ------ _ 26 28 27 29 30 PANEL(S) 480/277 VOLT, 3 PHASE, 4 ARE, -A SJR ._ MOUNTED 225 AMP MAIN CIRCUIT BREAKER MINIMUM L1 �' POLE TRIP SERVES -- NQ' POLE ' TRIP ��..- SERVES 1 1 20 SPARE '--- ! 2 — 3 1 20 LTG - DRIVE UP 4 3 100 TRANSFORMER 1T1 5 1 20 LTG - DRIVE UP 6 7 1 20 LTG - TELLERS 8 1 15 EDH-1 9 1 20 _.._... LTG - TELLERS 10 1 35 EDH-2 11 1 20 LTG - LOBBY 12 1 15 FPB/1-1 13 1 20 LTG - TOILTS/EQUIP. ROOM 14 1 20 FP''i/1-2 15 1 20 LTG - PLATFORM 16 1 20 FPB/1-3 17 1 20 LTG PLATFORM 18 1 20 FPB/1-4 19 1 20 LTG - LOAN ! 20 1 20 FPS/1-5 21 1 20 LTG - LOAN 22 1 20 FPB/1-6 23 1 20 LTG - ELEVATOR LOBBY 24 1 30 FP3/1-7 25 1 20 LTG - ENTRY/STAIR 26 1 -- SPACE 27 1 20 LTG - EXTERIOR PARKING 28 1 -- SPACE 29 1 20 LTG - EXTERIOR PARKING 30 1 -- SPACE 31 1 1 20 LTG - EXTERIOR PARKING 32 1 -- SPACE 33 1 20 LTG - EXTERIOR PARKING 34 1 -- SPACE 35 1 2C SPARE 36 1 -- SPACE 37 1 20 1 SPADE 38 1 -- SPACE 39 1 20 SPARE 40 1 -- SPACE si 41 1 20 SPARE 42 1 -- 9 SPACE PANEL(S) L2 480/277 VOLT, 3 PHASE, 4 WIRE, SURFACE MOUNTED 225 AMP MAIN CIRCUIT BREAKER MINIMUM _ 14,000 A.I.C. I I NO' POLE TRIP SERVES N0 POLE TRIP SERVES 1 1 20 LTG -CORRIDOR 2 3 1 20 LTG-TOILETS/EQUIPMENT ROOMS 4 3 60 TRANSFORMER T2 5 1 20 LTG GRID CIRCUIT 6 7 1 20 LTG GRID CIRCUIT 8 1 25 FPB/2-1 9 1 20 LTG GRID CIRCUIT 10 1 25 FPB/2-2 11 1 20 LTG GRID CIRCUIT 12 1 30 FPB/2-3 13 1 20 LTG GRID CIRCUIT 14 1 25 FPB/2-4 15 1 20 LTG ARID CI.RCUIT 16 1 35 FPB/2-5 17 1 20 LTG GRID CIRCUIT 18 1 20 FPB/2-6 19 1 20 LTG GRID CI hCUIT 20 1 30 FPB/2-7 21 1 20 LTG GRID CIRCUIT 22 1 30 FPB/2-8 23 1 - 20 LTG GRID CIRCUIT 24 1 45 FPB/2-9 25 1 20 LTG GRID CIRCUIT 26 1 20 FPB/2-10 27 1 20 1 LTG GRID CIRCUIT 28 1 20 1 FPB/2-11 29 1 20 LTG GRID CIRCUIT 30 1 40 FPB/2-12 I 31 33 1 1 20 20 LTG GRID CIRCUIT LTG GRID CIRCUIT 32 34 1 1 -- -- SPACE SPACE 35 1 -- SPACE 36 1 -- SPACE 37 1 -- SPACE 38 1 -- SPACE 39 1 -- SPACE 40 1 -- SPACE F417 1 -- SPACE 42 1 -- SPACE PANE (S) 1... 1 1N 480/277 VOLT 3 PHASE, _ WIRE, _ SURFACEMOUNTED 225 AMP MAIN LUGS ONLY MINIMUM 14,000 A.I.C. CKT 1POLE TRIP SERVES �- - ( NKo' POLE I SERVES 1� 2 3 3 70 RTU/3-1 4 3 40 RTU/3-2 1 6 7 8 9 3 70 RTU/3-2 10 3 -- SPACE, 100A FRAME 11 12 13 15 ? -- SPACE, 100A FRAME 14 16 3 -- SPACE, 100A FRAME 17 18 19 20 21 3 -- SPACE, IOOA FRAME 22 3 -- SPACE, 100A FRAME 23 24 25 26 27 28 29 30 PANEL(S) 480/277 _ VOLT, _ 3 PHASE, 4 WIRE„ SURFACE MOUNTED 225 _ AMP MAIN CIRCUIT BREAKER MIINIIMUM 14,000 A,i,C. L3 CKT. NO. POLE TRiP SERVES CKT. NO. POLE TRI P SERVES 1 1 20 LTG -CORRIDOR 2 _ 3 1 20 LTG-TOILETS/EQUIPMENT ROOMS 4 3 60 TRANSFORMER T3 5 1 20 LTG GRID CIRCUIT 6 7 1 20 LTG GRID CIRCUIT 8 1 30 FPB/3-1 9 1 20 LTG GRID CIRCUIT 10 1 30 FPB/3-2 11 1 20 LTG GRID CIRCUIT 12 1 20 FPB/3-3 13 1 20 LTG GRID CIRCUIT 14 1 30 FPB/3-4 15 1 20 LTG,GRID CIRCUIT 16 1 45 FPB/3-E 17 1 20 LTG ARID CIRCUIT 18 1 25 FPB/3-6 19 1 20 LTG GRID C112CUIT 20 1 25 FPB/3-7 21 1 20 LTG GRID CIRCUIT 22 1 25 FPB/3-8 23 1 20 LTG GRID CIRCUIT 24 1 20 FPB/3-9 25 1 20 LTG GRID CIRCUIT 26 1 30 FPB/3-10 27 1 20 LTG GRID CIRCUIT 28 1 -- SPACE 29 1 -- SPACE 30 1 -- SPACE 31 1 -- SPACE 32 1 -- SPACE 33 1 -- SPACE 34 1 -- SPACE 35 1 -- SPACE 36 1 -- SPACE 37 1 -- SPACE 38 1 -- SPACE 39 1 SPACE 40 1 -- SPACE 41 1 SPACE 42 1 -- SPACE PANELM L- 480/277 VOLT 3 PHASE, 4 SURFACE WIRE,. _ MOUNTED 225 AMP MAIN CIRCUIT BREAKER MIINIIMIUM 14,000 A.I.C. CKT j POLE TRIP SERVES NO' POLE TRIP SERVES SERVES 1 1 20 LTG -CORRIDOR 2 3 i 1 20 LTG-TOILETS/EQUIPMENT ROOMS 4 3 60 TRANSFORMER T4 5 1 20 LTG GRID CIRCUIT 6 7 1 20 LTG GRID CIRCUIT 8 1 20 FPB/4-1 9 1 1 20 LTG GRID CIRCUIT 10 1 20 FPB/4-2 11 1 20 LTG GRID CIRCUIT 12 1 35 FPB/4-3 13 1 20 LTG GRID CIRCUIT 14 1 25 FPB/4-4 15 1 20 LTG GRID CLRCUIT 16 1 15 FPB/4-5 17 _1 20 LTG GRID CIRCUIT 18 1 40 FPB/4-6 19 1 20 LTG GRID CI CUIT 20 1 40 FPB/4-7 21 1 20 LTG GRID CIRCUIT 22 1 30 FPB/4-8 2v 1 20 LTG GRID CIRCUIT 24 1 30 FPS/4-9 25 1 20 LTG GRID CIRCUIT 26 i 20 FPB/4-10 _ 27 29 1 1 20 -- LTG GRID CIRCUIT SPACE 28 30 1 1 45 -- FPB/4-11 SPACE 31 1 I -- SPACE 32 t -- SPACE 33 1 -- SPACE 34 1 -- SPACE 35 1 -- SPACE 36 l -- SPACE 37 SPACE-- SPACE 38 1 -- SPACE 39 41 1 -- SPACE SPACE 40 42 1 1 -- -- SPACE SPACE PANLLtS) I 480/277 VOLT, 3 PHASE, 4 YAM SURFACE MOUNTED 1V 4 225 AMP MAIN LUGS ONLY MINIMUM 14,000 A.I.C. III CK1 N0. POLE TRIP1 SERVES CKT' 11 NO. POLE TRIP SERVES 1 2 3 3 40 RTU/4-1 4 3 70 RTU/4-3 5 6 7_ 8 3 40 RTU/4-2 10 3 -- SPACE, 100A FRAME 1i 13 12 14 15 3 -- SPACE, 100A FRAME 16 3 -- SPACE, 100A FRAME 17 18 19 20 21 3 -- SPACE, 100A FRAME 22 3 -- SPACE, 100A FRAME 23 _ 24 25 26 27 28 29 30 SWITCHBOARD "MP" 480/277V., 30, 4W., 60 HZ 3P/1600 AMP MAIN CIRCUIT BREAKER. MINIMUM 30,000 A.I.C. WITH GROUND FAULT PROTECTION CKT. NO, POLE R,IP KVA SERVES 1 ~� .� 3 [2 225 PANEL LI PANEL L2 3 _3 225 PANEL L3 4 3 225 PANEL L4 6-� - TM_ 3 225 PANEL AC2 5 - - 7 3 _ 3 225 225 PANEL AC3 PANEL AC4 E1 .v__9 3 100 AFM R "2T 1" 3 100 44 ELEVATOR 10 3 100 .44 ELEVATOR 11 3 --- -- SPACE, 225A. FRAME 12_ 3 --- -- SPACE, 225A. FRAME 13 3 --- -- SPACE, IOOA.-FRAME _ 14 3 --- -- SPACE, 100A. FRAME PANEL 1C1) 201 20f3 VOL], I PHASE, '4 WIRE, FLUSH MOUNTED, 225A. MAIN CIRCUIT BREAKER WITH SHUNT TRIP COIL. MINI>SL'M 22,000 A.I.C. R.M.S. WITH SU6FEED LU(aS - CKT. NO. POLE TRIP KVA SERVES 1 ^-' --- SPACE, IOOA FRAME 2 3 15 2.8 SF-1 3 3 15 2.8 EF-6 4 25 7 BOOSTER HEATER 55 30 8.6 DISHWASHER 6- 3 --- --- SPACE, IOOA. FRAPIE 7 3 --- --- SPACE, 100A. FRAME a 3 --- --- SPACE, 100A. FRAME PAN S K 120/208 VOLT, 3 PHASE, 1 WIRE, FLUSH MOUNTED 150 AMP MAIN CKT BKR MINIMUM 10,000 A.I.C. W/SHUNT TRIP COIL- CKT. POLE TRIP SERVES CKT. POLE TRIP SERVES 1 1 20 DISPOSAL 2 2 20 HOT FOOD UNIT 3 1 20 APPLIANCE RECEPTACLE 4 5 1 20 APPLIANCE RECEPTACLE 6 2 -- SPACE, 100A. FRAME 7 1 20 REFRIGERATOR 8 9 1 20 ICE MAKER 10 2 25 COFFEE URN 11 1 20 LTGS AND HTR IN SNEEZE GUARD 12 13 1 20- COLD PAN 14 1 ?0 HOOD LIGHTS 15 1 20 DRINK DISPENSER 16 20 G.P. RECEPTACLES 17 1 20 REGISTER RECETPACLE t8 ?0 COOLER COIL/LIGHTS 19 1 15 ICE MAKER Y0 2 15 COOLER COMPRESSOR 21 1 20 APPLIANCE RECEPTACLE 22 23 1 20 REFRIGERATOR 24 1 20 FIRE P!,' _._ 25 1 20 FREEZER/R. CONTROLS 46 1 -- SPACE 27 1 20 MIXER 28 1 -- SPACE 29 i� '_ 20 APPLIANCE RECEPTACLE 30 1 -- SPACE W z �< W0 W D0 0 Q nO JJ LL n LL w� x cLIJ o W 0 cl J W W J > J > rn \ 0 U�J / I� U z } Lr0 W r UJ J I �[ X UU �< 6.,/ 0 W � V W o � P CA U. U. W 0 a or Y N U Z �,. W w a Q z Q m 0 m IS Z a c, Wco 0 m I-� coo 3 yY co a 0co ao U _ 0 U SHEET NO. EVANS AND HAMMOND, INC. CONSULTING ENGINEERS42-1 JACKSONVIL- c FLOP-114 .' 2 1' E3.4 MEVISI03NS FURNISH'G F IRRIGATION S I ST R UCT S SITE UTIE. S-U CIVIL C LANDSC L GRAPHICS G CONSULTANT EOUIPMT Q E OP_ CONSULTANT COMUNCTN T 'ELEC. LTG E'L ELEC POW E-P BLDG. MGMT BMF FIRE PROTECT. P LUMB'G P NVAC M M E CONSULTANT C L G- C-A ARCH. A BASE SH- g PANEL(S) 2081120 VOLT 3 pHASE, 4 HARE, SURFACE MOUNTED 150 AMP MAIN CIRCUIT BREAKER , MINIMUM 10,000 A.LC.. 2 SECTION PANELPAITH ISOLATED GROUND BUS 2RA CKT' NO, POLE TRIP SERVES CKT. N0. POLE TRIP SERVES 2 1 20 EWC 1 1 20 REC GRID CIRCUIT 3 1 20 REC GRID CIRCUIT 4 1 20 REC GRID CIRCUIT 5 1 20 REC GRID CIRCUIT 6 1 20 REC GRID CIRCUIT 7 1 20 REC GRID CIRCUIT 8 l 20 REC GRID CIRCUIT 9 1 20 REC GRID CIRCUIT 10 1 20 REC GRID CIRCUIT 11 1 20 REC GRID CIRCUIT 12 1 20 REC GRID CIRCUIT 13 1 20 REC GRID CIRCUIT 14 1 20 REC GRID CIRCUIT 15 1 20 REC GRID CIRCUIT 16 20 REC GRID CIRCUIT 17 1 20 REC GRID CIRCUIT 18 1 20 REC GRID CIRCUIT 19 1 20 REC GRID CI, CUIT 20 1 20 REC GRID CIRCUIT 21 1 20 REC GRID CIRCUIT 22 1 20 REC GRID CIRCUIT 23 1 20 REC GRID CIRCUIT 24 1 20 REC GRID CIRCUIT 25 1 20 I.G. DATA EQUIPMENT REC 26 1 20 REC GRID CIRCUIT 27 1 20 COPIER 28 1 20 REC GRID CIRCUIT 29 1 20 FAX MACHINE 30 1 20 REC GRID CIRCUIT 31 1 20 FAX MACHINE 32 1 20 1 REC GRID CIRCUIT 33 1 20 COPIER 34 1 20 1 REC GRID CIRCUIT 35 1 20 SUN DECK RECEPT 36 1 20 TELEPHONE BOARD REC 37 1 20 SUN DECK LIGHTING 38 1 20 CORRIDOR REC 39 1 20 PUMP RP-1 40 1 20 TOILET REC 41 1 L 42 1 20 SPARE PANEL(S) 3RA 208/120 VOLT, 3 PHASE, 4 "RE, SURFACE MOUNTED 150 AMP MAIN CIRCUIT BREAKER , MINIMUM 10,000 A.LC. 1 2 SECTION PANEL/WITH ISOLATED GROUND BUS CKT. NO, POLE TRIP SERVES CKT. POLE TRIP SERVES NO. 2 1 20 EWC 1 1 20 REC GRID CIRCUIT 3 1 20 REC GRID CIRCUIT 4 1 20 REC GRID CIRCUIT 5 1 20 REC GRID CIRCUIT 6 1 20 REC GRID CIRCUIT ` 7 1 20 REC GRID CIRCUIT 8 i 2C REC GRID CIRCUIT 9 1 20 REC GRID CIRCUIT 10 1 20 REC GRID CIRCUIT 11 13 1 1 20 1 20 REC GRID CIRCUIT REC GRID CIRCUIT 12 14 1 1 20 20 REC GRID CIRCUIT -- REC GRID CIRCUIT 15 1 20 REC GRID CIRCUIT 16 1 20 REC GRID CIRCUIT 17 1 20 REC GRID CIRCUIT 18 1 20 REC GRID CIRCUIT _ 119 1 20 REC GRID CI CUIT 20 1 20 REC GRID CIRCUIT g.. 21 1 20 1 REC GRID CIRCUIT 22 1 20 REC GRID CIRCUIT 23 1 20 REC GRID CIRCUIT 24 1 20 REC GRID CIRCUIT 25 1 20 COPIER 26 1 20 SPARE 27 1 20 PRINTER 28 1 20 TELEPHONE BOARD REC 29 1 20 I.G. DATA EQUIPMENT REC 30 1 20 CORRIDOR REC 31 1 SPACE 32 1 20 TOILET REC 33 1 -- SPACE 34 1 -- SPACE 35 1 -- SPACE 36 1 -- SPACE 37 1 -- SPACE 38 1 -- SPACE 39 1 -- SPACE 40 1 -- SPACE 41 1 -- SPACE 42 1 -- SPACE PANEL(S) 4RA 208/120 VOLT, 3 PHASE, 4 "RE, _. SURFACE MOUNTED 150 AMP MAIN CIRCUIT BREAKER , MINIMUM 10,000 A.LC. s. 2 SECTION PANEL/WITH ISOLATED GROUND BUS CKT' NO. POLE TRIP SERVES 0' �POLE71P SERVES 20 1 EWC 1 1 20 REC GRID CIRCUIT 2 1 3 1 20 REC GRID CIRCUIT 4 1 20 REC GRID CIRCUIT 5 1 20 REC GRID CIRCUIT 6 1 20 REC GRID CIRCUIT 7 1 20 REC GRID CIRCUIT 8 1 20 REC GRID CIRCUIT 9 1 20 REC GRID CIRCUIT 10 1 20 REC GRID CIRCUIT 11 1 20 REC GRID CIRCUIT 12 1 2,0 REC GRID CIRCUIT 13 1 20 REC GRID CIRCUIT 14 1 20 REC GRID CIRCUIT 15 1 20 REC GRID CIRCUIT 16 1 20 REC GRID CIRCUIT 17 1 20 REC GRID CIRCUIT 18 1 20 LTG - WALL SCONCES 19 1 20 REC GRID CIRCUIT 20 1 20 REC GRID CIRCUIT 21 1 20 REC GRID CIRCUIT 22 _1 20 REC GRID CIRCUIT 23 1 20 REC GRID CIRCUIT �24 1 20 REC GRID CIRCUIT 25 1 20 I.G. DATA EQUIPMENT REC 26 1 20 LTG - SHOWERS 27 1 20 APPLIANCE REC 1 28 1 20 TELEPHONE BOARD REC 29 1 20 APPLIANCE REC 30 1 20 CORRIDOR REC 31 1 -- SPACF. 32 1 20 TOILET REC 33 1 -- SPACE 14 1 20 ROOF REC 35 1 -- SPACE 36 1 15 EF-3 37 1 -- SPACE 38 1 15 EF-4 39 1 -- SPACE 40 2 `i 15 EF-2 41 I -- SPACE 42 PANEL S 4 SURFACE 208/120 VOLT, 3 PHA, MARE, _ MOUNTED 150 AMP MAIN MINIMU14 10,000 A.I.C. I SECOND SECTION 2R8 NO. POLE TRIP SERVES CKTN0 POLE TRIP SERVES 1 1 20 REC GRID CIRCUIT 2 1 20 RIEC GRID CIRCUIT 3 1 20 REC GRID CIRCUIT 4 1 20 REC GRID CIRCUIT 5 1 20 REC GRID CIRCUIT 6 1 20 GEC GRID CIRCUIT 7 1 20 REC GRID CIRCUIT 8 t 20 REC GRID CIRCUIT 9 1 20 REC GRID CIRCUIT 10 1 20 REC GRID CIRCUIT 11 1 20 REC GRID CIRCUIT 12 1 20 REC GRID CIRCUIT 13 1 20 REC GRID CIRCUIT 14 1 20 REC GRID CIRCUIT 15 1 20 REC GRID CIRCUIT 16 1 20 REC GRID CIRCUIT 17 1 20 REC GRID CIRCUIT 18 1 20 REC GRID CIRCUIT 19 1 20 REC GRID CI CUIT 20 1 20 REC GRID CIRCUIT 21 1 20 REC GRID CIRCUIT 22 1 20 REC GRID CIRCUIT 23 1 20 REC GRID CIRCUIT 24 1 20 REC GRID CIRCUIT 25 1 20 REC GRID CIRCUIT 26 1 20 REC GRID CIRCUIT 27 1 20 REC GRID CIRCUIT 28 1 20 REC GRID CIRCUIT 29 1 20 REC GRID CIRCUIT 30 1 -- SPACE 31 1 -- SPACE 32 1 -- SPACE 33 1 -- SPACE 34 t -- SPACE 35 1 -- SPACE 36 1 -- 'SPACE 37 1 -- SPACE 38 1 -- SPACE 39 1 -- SPACE 40 1 -- SPACE 41 1 -- SPACE 42 1 -- SPACE PANEL S 3RB SURFACE I 208/120 VOLT, 3 PHASE, q VMRE. _-MOUN?TEI: I 150 AMP MAIN MINIMUM 10,000 I SECOND SECTION CKT. NO. POLE TRIP SERVES CKT O. POLE TRiP SERVES 1 1 20 REC GRID CIRCUIT 2 1 20 REC GRID CIRCUIT 3 1 20 REC GRID CIRCUIT 4 1 20 REC GRID CIRCUIT 5 1 20 REC GRID CIRCUIT 6 i 20 REC GRID CIRCUIT 7 1 20 REC GRID CIRCUIT 8 1 20 REC GRID CIRCUIT 9 1 20 REC GRID CIRCUIT 1r1 l 20 REC GRID CIRCUIT 11 ! 1 20 REC GRID CIRCUIT 12 1 ? REC """ 0 CIRCUIT L _R 1b { .. t 20 REC GRID CIRCUIT 14 1 — iD CIRCUIT -- 20 REC GRID CIRCUIT 16 1 f?t7 REC ;'10 CIRCUIT _ �17 1 20 REC 'GRID CIRCUIT 18 1 20 REC ;tID CIRCUIT 19 1 20 REC GRID CI CUIT 20 1 20 REC GRID CIRCUIT 21 1 20 REC GRID CIRCUIT 22 1 20 REC GRID CIRCUIT 23 1 20 REC GRID CIRCUIT 24 1 -- SPACE 25 1 -- SPACE 26 1 -- SPACE 27 1 -- SPACE 28 1 -- SPACE 29 1 -- SPACE 30 1 -- SPACE 31 1 -- SPACE 32 1 -- SPACE 33 1 -- SPACE 34 1 -- SPACE 35 1 -- SPACE 36 1 -- SPACE 37 i -- SPACE 38 1 -- SPACE 39 1 -- SPACE 40 1 -- SPACE 41 1 -- SPACE 42 t -- SPACE PANEL S SURF 208/120 VOLT C 3 PHASE, 4 ARE, MOUNTED 150 AMP MAIN M0g1MUM 10,000 A.I.C. SECOND SECTION 4RB CKT. - POLE TRIP SERVES �0' POLE TRIP SERVES 2 1 20 LTG - WALL SCONCES 1 1 20 REC GRID CIRCUIT 3 1 20 REC GRID CIRCUIT 4 1 20 REC GRID CIRCUIT _. REC GRID CIRCUIT 5 1,20 REC GRID CIRCUIT 6 1 20 7 1 20 REC GRID CIRCUIT 8 1 20 REC GRID CIRCUIT 9 1 20 REC GRID CIRCUIT 10 1 20 LTG - BOARD ROOM 11 1 20 REC GRID CIRCUIT 12 1 20 REC GRID CIRCUIT 1;5 1 20 REC GRID CIRCUIT 14 1 20 REC GRID CIRCUIT T15 i 20 REC GRID CIRCUIT 16 1 20 REC GRID CIRCUIT 17 20 REC GRID CIRCUIT 18 1 20 REC GRID CIRCUIT 19 21 1 1 -- -- SPACE SPACE 20 22 1 1 20 20 REC GRID CIRCUIT REC GRID CIRCUIT 2 i -- SPACE 24 1 20 REC GRID CIRCUIT 25 -- SPACE 26 1 20 REC GRID CIRCUIT 27 -- SPACE 28 1 20 REC GRID CIRCUIT 29 ! 1 -- SPACE 3p 1 -- SPACE SPACE 32 1 -- SPACE 33 1 -- SPACE 34 1 -- SPACE 35 1 -- SPACE 36 1 -- SPACE 37 1 -- SPACE 38 1 -- SPACE 39 1 -- SPACE 40 1 -- SPACE 41 1 -- SPACE 42" 1 __ SPACE PANEL(S) 208/120 VOLT, 3 PHASE, 4 VNRE, FLUSH MOUNTED 100 AMP MAIN CIRCUIT BREAKER , MINIMUM 10,000 A.I.C. WITH ISOLATED GROUND BUS TM CKT' NO. POLE TRIP SERVES ��' POLE TRIP SERVES 1 1 30 DRIVE -UP CUSTOMER UNIT 2 1 20 REC-D.U. TELLER MACHINES 3 1 30 DRIVE -UP CUSTOMER UNIT 4 1 20 REC-D.U. TELLER MACHINES 5 1 30 DRIVE -UP CUSTOMER UNIT 6 1 20 REC-D.U. TELLER MACHINES 7 1 30 DRIVE -UP CUSTOMER UNIT 8 1 20 REC-D.U. TELLER M;„ . 9 1 30 DRIVE -UP CUSTOMER UNIT 10 1 20 REC-D.U. TELLER MA I N E 5 - 11 1 30 FUTURE ATM UNIT 12 1 20 REC-D.U. TELLER MACHINES 13 1 20 NIGHT DEPOSITORY 14 1 20 AHD 15 1 20 ATM. 16 1 20 SPARE 17 1 20 CAMERA 18 1 20 IG REC-DRIVE-UP TELLER 19 1 20 IG REC-TELL R COUNTER 20 1 20 REC-DRIVE-UP 21 1 20 IG REC-TELLER COUNTER 22 1 20 IG-BACK COUNTER 23 1 20 IG REC-TELLER COUNTER 24 1 20 REC-BACK COUNTER 25 1 20 REC-TELLER COUNTER 26 1 20 REC-WORK ROOM g 27 1 20 REC-TELLER COUNTER 28 1 20 REC-WORKROOM 29 1 20 REC-TELLER COUNTER 30 1 20 REC-WORK ROOM 31 1 20 REC-UFD 32 1 20 IG REC-WORK ROOM 33 1 20 REC-UFD 34 1 20 IG REC-WORK ROOM 35 1 20 IG REC-UFD 36 1 20 IG REC-WORK ROOM 37 1 20 IG REC-UFD 38 1 20 MODEM EQ 3'? 1 20 IG REC-PLATFORM 40 1 20 MODEM EQ 41 1 20 MODEM EQUIPMENT 42 1 20 FAX MACHINE PANEL(S) 208/120 VOLT, 3 PHASE, 4 VARE, SURFACE MOUNTED 225 _.,.., AMP MAIN CIRCUIT BREAKER , MINIMUM 10,000 A.I.C. WITH ISOLATED GROUND BUS IRA CKT. NO POLE TRIP SERVE` CKT. N0. POLE TRIP SERVES 2 1 20 LTG -LANE STATUS 1 3 3 100 PANEL TM 4 1 20 LTG -JANITOR 5 REC-PLATFORM 6 1 20 TREE LTG` 7 i 20 1 20 TELEPHONE BOARD REC 9 1 20 _ REC-PLATFORM E8 10 2 30 AHU-1 -_� 11 1 20 REC-PLATFORM - --� 12 13 1 20 REC/LTG-ELEVATOR PIT 14 2 15 CU-1 15 1 20 ELEVATOR CAB TIGHTS 16 17 1 20 ELEVATOR CA 18 1 15 EF-1 19 1 20 REC-LOAN, EQUIPMENT 20 1 15 EF-5 21 1 20 REC-COUPON BOOTH 22 1 20 PYLON SIGN 23 1 20 REC-TOILETS 24 1 20 PARKING GATE LIFT 25 1 20 REC-EWC 26 1 20 PARKING GATE LIFT 27 1 20 REC-VAULT 28 1 20 BLD CI 'SIU H 29 1 20 IG REC-UFD LOAN 30 1 20 BLpCa slc,N 31 1 20 IG REC-UFD LOAN 32 1 20 6LDf1 SIGN 33 1 20 IG REC-UFO LOAN 34 1 20 BOLLARDS - WfiL-KWAf' 35 1 20 REC-UFD LOAN 36 1 20 E5QLLAROS- WALKWAY 37 1 20 REC-UFD LOAN 38 1 20 BoLLA.RD5-WALKWAY 39 1 20 REC-UFD LOAN 40 2 45 IRR E WELL PLIMP5 41 1 20 1 IRRIG, 42 PANEL(S) OL SURFACE MOUNTED 208/t20 �'al', 3 PHASE, q VNRE. V 225 AMP MAIN MINIMUM 10.000 A.I.C. SECTION SECTION IRB CKT' NO. POLE TRIP SERVES OCT' NO. POLE TRIP SERVES 1 1 20 SPARE 2 1 20 SPARE 3 1 20 SPARE 4 1 20 SPARE 5 1 20 SPARE 6 1 20 SPARE 7 1 20 SPARE 8 1 20 SPARE 9 1 20 SPARE 10 1 20 SPARE 11 1 20 SPARE 12 1 20 SPARE 13 1 20 SPARE 14 1 20 SPARE 15 1 20 SPARE 16 1 20 SPARE 17 1 20 SPARE 18 1 20 SPARE 19 1 20 SPARE 20 1 20 SPARE 21 1 -- SPACE 22 1 -- SPACE 23 1 -- SPACE 24 1 -- SPACE 25 1 -- SPACE 26 1 -- SPACE 27 1 -- SPACE 28 1 -- SPACE 29 1 -- SPACE 30 1 -- SPACE 31 1 -- SPACE 32 1 -- SPACE 33 1 -- SPACE 34 1 -- SPACE 35 1 -- SPACE 36 1 -- SPACE 37 1 -- SPACE 38 1 -- SPACE 39 1 -- SPACE N42 1 -- SPACE 41 1 -- SPACE i -- SPACE Wn Z - W® °C z e ❑ Z❑ W z Q D -i 0- H UJ LLJ xco W ❑y- � LL J W J W J n❑ cf�— . LL z uj m} W C) co W UJ Z u O' V J W U ui jj (` LL M o U. W o � U z j m Z w a Q z Q m iz } �'. 0 W� m Z 13 0 0 co13 0 m 0+ Lk a 4 si— NO• . . -:I INC. EVANS AND HAMMOND, CONSULTING ENGINEERS x- JACKSONVILLE, FLORIDA F