Loading...
HomeMy WebLinkAboutCONSTRUCTION PLANS PAGE 45-59Rosser Library Interior Renovation 2950 Rosser Blvd. ? of o m w J Q WOZ ARCHITECTURAL Port St. Lucie.,1�'il 34963 ELECTR°CALw°'A•o ABBREVIATIONS / GENERAL NOTESE-0 ELECTRICAL LEGEND, NOTES, ABBREVIATIONS ILE ACC ACCFSSI�ILITY DETAILS E-OA ELECTRICAL NOTES AND SCHEDULES A-1 PROPOSED SITE PLAN NDEX TO DAWNCGS E-1 DEMOLITION FLOOR PLAN - ELEC TRICALA-2 EXOMNG FLOOR PLAN / DEMO PLAN E-1A DEMOLITION ROOF PLAN - ELECTRICAL A-�3 PROPOSED FLOOR PLAN E-22 NEW FLOOR PLAN - POWER A-4 REFLECTED COILING PLAN E-3 NEW FLOOR PLAN - SYSTEMS A-5 SECTIONS AND DETAILS E-4 NEW FLOOR PLAN - LIGHTING A-6 SECTIONS AND DETAILS E-5 ENHANCED PLANS - ELECTRICAL N A-7 SECTIONS AND DETAILS E-6 RISER DIAGRAMS - ELECTRICAL A-8 DETAILS E-7 ELECTRICAL DETAILS A-9 WALL DETAILS E-8 RISER DIAGRAMS AND NOTES W A-10 DOOR / WINDOW / FINISH SCHEDULES CE-9 PANEL SCHEDULES C) 0 INTERIORS E -10 PANEL SCHEDULES W E-11 PANEL SCHEDULES�[ I-1 INTERIORS PLAN E-12 SECURITY AND CCTV SCHEDULES � I-2 INTERIOR ELEVATIONS I-3 INTERIOR ELEVATIONS MECHANICAL Q Q 0 I-4 INTERIOoR ELEVATIONS M-0 MECHANICAL GENERAL NOTES, SYMBOLS, SCHEDULES m o I>_ o LIFE SAFETY M-1 DEMOLITION FLOOR PLAN - MECHANICAL rQ� M-1A DEMOLITION ROOF PLAN - MECHANICAL o U- LS-1 LIFE SAFETY PLAN M-2 FLOOR PLAN - MECHANICAL W � � � LANDSCAPE D Df M-�3 MEECHANICAL NOTES AND DETAILSTE J 0 o REVIEWED D FOR COiI FIRE M` LJL � LO L-1 LANDSCAPE PLAN M-4 MECHANICAL DETAILS RE �Ec �. , F OR r _ . LA SEEATr�C: ED: M-5 MECHANICAL DETAILS RE�'IEWTLC L w STRUCTURAL DATE: o M-6 MECHANICAL SCHEDULES 2'2 a o S-1.0 STRUCTURAL NOTES AND ABBREVIATIONS � S-2.0 FOUNDATION / DEMO "LAN PLUMoING S-2e1 CREAM REINFORCING / ROOF FRAMING PLAN P-0 PLUMBING LEGEND, NOTES, SCHEDULES AND DETAILS S-3.0 STRUCTURAL SECTIONS AND DETAILS P-1 DEMOLITION FLOOR PLAN - PLUMBING S- 3o1 STRUCTURAL SECTIONS AND DETAILS -2 FLOOR FLAN -PLUMoING 71ARESUSJECIIboA�4yCCDG°R!C o . o r wl F Lvgh 3 5-Y FI LC 11SEECT'OFS TX PAT P-3 ENHANCED PLANS - PLUMBING riAy RE t4EC'4S'iAKY Intl M;�!R TO Cvwi�LY�liiilsbl G��LIC;�J.GGC3DES. FIRE PROTECTION P-4 RISER DIAGRAMS - PLUMBING U) Z FP-0 FIRE PROTECTION LEGEND NOTES, SCHEDULES AND DDETAILS > FP-1 DEMOLITION FLOOR PLAN - FIRE PROTECTION is �e -an8Ix ST, LUCIE COUNTY w PLAN REVIEW E.W. o FP-2 FLOOR PLAN - FIRE PROTECTION STRUCTURAL ENGINEER MECHANICAL /ELECTRICAL /PLUMBING o of n Z ARCHITECT EDLUND • DRITENBAS - BINKLEY ARCHITECTS AND ASSOCIATES, P.A. 65 Royal Palm Pointe, Suite 0, Vero Beech, Florida 32SBO Phone: [772] 569-4320 AR# AAC000666 (R) WORLDWIDE ENGINEERING INC.'i CERTIFICATE OF AUTHORIZATION NO. 27322 2011 South 25th Street, Suite 211 FORT PIERCE, FL 34947 PHONE: (772) 466-3773 FAX: (772) 468-3700 www.trcww.com Sims Wilkerson Cartier Engineering, Inc. 12124 High Tech Ave, Suite 200 Orlando, FL 32817 (407) 380-0400 www.SWCeng.com PLUMB: DATE: MECH: DATE: © MAY '15 naE,sE ruNs wm THE INFORMO SHOWN IVW ME TIE MI PA .No e PW REOhiooucDOOMS MMIaIvwllaa. orscaDsOA M DM WE HBO M'AtlIF DR N PNN 6 EVAL4EY PMD- COMM. NO:100213V8 DATE: 20 MAY, Z015 BY: IJ7 CH'KD: PD SHEET NO. COVED OF ONE IN SECTION 14, TOWNSHIP 37 SOUTH, RANGE 39 EAST 1"'ORT ST. LUCIE, FLORIDA lumMolumilatill ST. UCI COUNTY ..... w.. EAT R E MIDWAY ROAD �o AtA O i z W ES 1 BLVD. \� N 0 I .: ' SAVANNA CLUB BLVD.J L I � .A WALTON OArS. �., m o � DES Rla eLvb. A1A ' CALlFORNIA - BLVD.: FCR1` ST LUCIE ' � LVD { , I k o TULIP ,BLV moo'' 95 m m m w or TULIP BLV a � a SaGV PARR DRIVE .' o L PROJECT LOCATION i BECK R ROAD LOCATION MAP N.T.S. SECTION 14 TOWNSHIP, 37 SOUTH, RANGE 39 EAST v1C PROJECT VICINITY MAP NT.4 V SST AUGUSTINE V1 KEY WEST PORT ST. LUCIE WEST PALM BEACH II ® FT. LAUDERDALE MIAMI CU LPEPPER & TERPEN I NG INC CONSULTING ENGINEERS I LAND SURVEYORS 2980 SOUTH 25th STREET FORT PIERCE, FLORIDA 34981 PHONE 772-464-3537 • FAX 772-464-9497 • www.ct-eng.con? STATE OF ELORIDA. BOARD OF PROFESSIONAL ENGINEERS AUT HORIZATION NO. 4286 INDEX TO SHEETS SHEET NO. DESCRIPTION I COVER SHhET 2 SITE IMPR=, )VEMENT PLAN 3 DETAIL SH7ijET LEGAL DESCRIPTION BEING A PARCEL OF LAND LYING IN THE SOUTH-EAST ONE -QUARTER OF SECTION 14, TOWNSHIP 37 SOUTH, RANGE 39 EAST, ST LUCIE COUNTY, FLORIDA, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS; COMMENCE AT THE SOUTHEAST CORNER OF SAID SECTION 14, TOWNSHIP 37 SOUTH, RANGE 39 EAST; THENCE S 89'04'05" W, ALONG THE SOUTH LINE OF SAID SECTION 14, A DISTANCE OF 40.01 FEET, TO THE INTERSECTION WITH A LINE 40.00 FEET WEST OF, AND PARALLEL WITH THE EAST LINE OF SAID SECTION 14; THENCE N 00'02'15" E, ALONG LASTLY SAID LINE A DISTANCE OF 1869.14 FEET TO THE POINT OF BEGINNING OF THE FOLLOWING DESCRIBED PARCEL: THENCE CONTINUE N 00'02'15" E, ALONG SAID LINE, A DISTANCE OF 615.86 FEET; THENCE N 89'57'45" W A DISTANCE OF 290.40 FEET; THENCE S 00'02'15" W A DISTANCE OF 375.00 FEET; THENCE S 89' 57'45" E A DISTANCE OF 144.00 FEET; THENCE S 00.02'15" W A DISTANCE OF 103.86 FEET TO THE BEGINNING OF A CURVE CONCAVE TO THE NORTHEAST, HAVING A RADIUS OF 137.00 FEET; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 215.20 FEET THROUGH A CENTRAL ANGLE OF 90'00'00"; THENCE S 89'57'45" E A DISTANCE OF9.40 FEET TO THE POINT OF BEGINNING. CONTAINING 3.22 ACRES, MORE OR LESS UTILITIES EXISTING UTILITIES: CITY OF PORT ST. LUCIE UTILITY SYSTEMS DEPARTMENT PERMIT SET 12/2/15 0 THEOZ riLA:19 AND ALL PROPOS!'iiD imfoIi< A RE SUB.,ECT TO l NY CC�cf iLC i;G�?� REQUIRED BY FIELD IISFECTOr.G THAT idA'f uL PvECr�SA Y L C�Ft: TO ccl"' 3Ud YJI i ll All A;i"'r`L2A3LE CODES. °°°°1l� tKAR�L;1Zj oe CO No 38723 - lir*d Js STEFAN K. MATTHES, P.E. -•nuleero. CITY OF PSL PROJECT NO. P 15-153 ROSSER LIBRARY 13-121.100 SHEET 1 OF 3 FILE NAME: 13-121.100 COVER.DWG .EXISTING TORO 26.1 PROPOSED GRADE NORTH Izo GRAPHICo SCALE zo J ( IN FEET ) = S 00°02'15" W 375.00' 1 inch 20 ft. �Y EXISTING EXISTING 6' HIGH EXISTING SITE D CURB MASONRY WALL n LIGHTING (TO REMAIN) (TO REMAIN) N (TO REMAIN) 11 LIGHTPOLE I EXIS W/ IMPROVEMENTS TO BE REMOVED. 26.1 - - - w - - - EXISTING WATER MAIN II h`,1. DUMPS7ER PAD W/ PRoaosEojExisnNc 3. ALL IRRIGATION TO BE RETAINED, TRASH bUMPS1ERS & "� -- -- - -- ExI5nr7G FENCE X GRADE RECYCLE CONTAINERS ' 47.1T IT I� ---ws--- EXISTING WATER sERVivE 4. SILT FENCE TO BE INSTALLED AROUND GRASSED 11 (TO REMAIN) AREA TO BE STABILIZED---ss - -- EXISTING SANITARY SEWER PARKING AREA DURING STABILIZATION PROCESS. II 9.5' ?2 t ;;.,i.- FT9\_J(GRASSED PARKING) 5. EXISTING PAVEMENT MARKING TO BE REMOVED BYTYP' a { - HYDROBLASTING � _ _ I EXISTING PAVEMENT O / - 'a 117 3-1a+ i REMOVE EalsTrNG CURB (TO REMAIN) , , i C'ONST. SIDEWALK RAMP II Extcu NG (,VAfCH EXISTNG) v N II --- II EXISTING DRAINAGE SYSTEM (TO REMAIN) ' 12 5' 72' r, I 01 --ZUJ (TO REMAIN) ��tf sk CONST. SI EWALK. CONS7: CR-C RAMP PROPOSED SPLIT RAIL FENCE # I. k i L -` o �.. (MATGH EXf577NG) r .... j 9: 5' � '., ">">"� 9.5' r cXISTING II 1 TYP „-...... PROPOSED HANDRAIL I ii -�(4I 5'� TYP. 6 _. D CURB II II a ( (TO REMAIN) i FLOW DIRECTION 26.78 26.5 706 zs 2e o �- o z I II Sri. II - - FxSTtkC �(U�%'r,(C - - W U `� 2718°.°. �C" d 27,14 AREAS OF CONSTRUCTION I- -�'- - - - - n T N ONST. NEW I O a 17.33' a< LQ �6 °' 8 �C SIDEWALKS `� _..� - O 4 \ . 7.26 CONST. H.C. h EN NCE p I II ----- -. a a 4 . a EXISTING SIGNS DO N [n «j n- ' GENERATOR 2775 27.75 II �) 0] ti: - __ W AC NEW II ,€I a °I r -1 CO�MPjS. ENTRANCE 20. J3' �s STABILIZE EXISTING GRASSED I EXISTING 6' HIGH I �I YLTJ� -26.67 174.00' DOOR �µ MASONRY WALL L _- .-- •- - 4. PARKING TO A MINIMUM LBR 40 - - TO REMAIN) TII EXlS77NG 5' S AND SOD WITH BAHlA II ( ) 3 o] MATCH EXISTING GROUND D - -, (SEE DETAIL SHEET 3) II 18.6 737.33' rC� II --ws- w - - - -- - - --- -- NEW CONST. 12'x45' A/C PAD 1-3 A BEGIN FENCE �) -_ _ ENTRANCE DRAWINGS)ARCHITECTURAL 1 S 00'02'15' W 103.86' ; -?, { 11 o EXISTING EXISTING 1 STORY BUILDING r I II OUr/ LL - "� EXISTING TO BE REMODELED ; PIPE 25.3 25.5 25.9 26.6 EXISTING WATER GRINDER 1 SERVICE r- (20;976 sf) CONST. 5'-4" HIGH ';I PUMP FFE = 2780 o CBS/STUCCO WALL (SEE - ARCHITECTURAL DRAWINGS) i o �. O END , NCE A 6 . • I o L 0 EXIS77NG GATE I u V, ------ EXISTING FENCE �! e (' � ED (TO REMAIN);.. �d i 223.33' (TO REMAIN) �. -�_Ll , EXISTING i IS77NG CONST. 20 LF OF GRAVITY WALL �' C J CHAINLINK FENCE I ° Q I ( r' (TO REMAIN) - _� N SANITARY _____-_ - ___ FDOT INDEX 6011 I o ,x„ �7 1 �1 At (TO REMAIN -SCHEME 1) < \ I N 22.67' COVERED ROOM ENTRAN GUIDERAILN FDOTF E✓�- EXISTING FOG ' II I \ � ( n TO REMAIN) I OPEN ( ENTRANCE CONST. H.C. DOORS INDEX 670) j j SIGN CONST. CR-C \ SPACE I I j `j ti� EW CONST. (� \� - - END �� INSTALBENCH\I I HC PARKING STRIPE RAMP SPLIT -RAIL FENCE I �� I,<° .I SPACES FENCE ':� EXISTING WATER {� / METER & DDCV -__-yl I- - - _ INSTALL - - - - - - - - -.- I EGIN 1 �- - 27.75 /7 ^ - BIKE RACK , EXISTING 5' SIDEWALK ENCE 25.7_.c..1 ?_6:7, 26.7 (TO REMAIN) • ¢' m .:._ a -�- "�;.- ° d' _ ° ^ HIGH �, 5 n _ . I # EXISTING 6' v 272 o -- ----- T 2b.67' 26.64 MASONRY WALL 26.28 Fz5 27 65 I I (TO REMAIN) 15' 15' A v EXISTING DETENTION AREA -- ''.. 25.4 \ T 106.4326 26.58 - it g 5. 15 zs 9s CC I II I- 6 9.5' TYF. �' 2' 12` 2' TYP O TYP. SPLO-RAIL-/ ..-- -^ FENCE 26. �6 ►- >. [III 26.23,1 Ii-�- (r0 REMAIfJ).. --- 27.0- r,� END FENCE - TYP -- - -- - ------ X� -- ---- 1-- -- -- --- _- -- -----N - - - - - d _ J 44 GRASS'.. / v., REh80VFT FIRST / A REMOVE 10 I (TO REMAIN) N - ;•1„ PARKING SPACES �. HEDGE N G) ti 15) SECTIONS I i.. E� �.. /� �GCNT, u OF WALL/ �.LORD cur ,, � y.5 CONSL STOP SIGN .; `a.5' -� I / r ' i TYP:. I 'TYP. _;na__,...1a.___..r�a__,nt~-or....--.,.�_ �r�__r�L:.:._-..r�.�._._:r:�_m.-..._... ,` :. `: , � 2:D I I I' - _ w ;• 26.15 / I o � BEGIN FENCE 25.5� 5.926.77�•. I �� �� o 0 0 �- -- - I _ 2 .1 i _.� - 00 � WOOD UTILITY POLE (TO REMAIN) GUY WIRES a ��\\\ I q I EXISTING SITE LIGHTING TO REMAIN F %✓\\ N 00°02'15" E 615.86' I F 1 _ n .LJ,: G 4 a. <. < n4 ...a 4 'a.. s;e d .d a. d'.a .. e...C<'LJ < . e 4 EXISTING 5' SIDEWALK a q.. %/ I . R a.' a e EXIS77NG 5' SIDEWALK:' `�. a. a b.. - _4 - -.-------------_-��..-----,-----------��.--_...----.------ �✓��� I EXISTING -.�.�- -----------�--�------.---�:-------��.---.-„'---------- --ham- --•---- - < - a ----_---- ------ - � STOP SIGN & �--- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - STOP BAR EXISTING SIGN �S �G� /✓S �G� i CHANGE OUT SIGNAGE TO - - - t �� V �� i ffi ROSSER LIBRARY - - - - - - _ - - (SEE ARCHITECTURAOz2LAIWJ --- --- --- --- ROSSER BLVD. LV ®, i CONSTRUCT CONCRETE TURNOUT PER IL-J( i FOOT INDEX N0. 515, PLAN C I I - _____FM__ PM_____FM_____FM_____FM__________�, _ _FM_____FM_____. FM_____FM_____FM_____FM__ FM ___ FM___ FM____ FM ___ FM___-_ _ __FM ______1_FLI_____PM_____FM_____FM_____pM--FM__________FM_____FM_____FM_____FM_____FM_____FM_____pM____._FM_____FM_____FM_____FM_____FI,I_____FM_____FM_____FM_____FM_____FM_____FM_____FM_____FM___ ___ ----- ----- 1"FM 2'FM _------ ��-- 12"FM ------ Cam'// ✓ ['� I I � � ..� p�� �u �•� �� y� ygyypp,� ---------------- - ' I---II'11r. 4"' � 111, (0l_ Fllf�iv� co � I (��5 q (':R : SUB,)'r TO wiJY%C4iii"L'C;'11: W1,"i `O F?Z-OUli,,�,�,r��JpBY FIELD/ 91SPECyT�OEG THAT - - - - - - -. - - - - - - _ - - - - - - - T - 41A t3L 11ECuIEJSAK N' 091D-t-TCL - - - - - - - - - - - - - I I 191A ® 8 o= TI n� �' Fnn• B41 le e I � a G CiWmu ! d {t;l, 1 rd trL,1. f",, 1-L,urr�iC CC�ES. o� KgRL _____-W_____W_____W_____W_____W_____W__ _ t2••-__W_____W_____1y_____q_____W_____y]__ __W_____W_____ _W W__ W_____µ,_____W_____W____L _ _ _ _ _ _ _ " --0Ki----W-----W-----W-----W--- -W---- W----- -- w-- -W---- W - W- - -W---W-----W-----W-----W-----W-----W-----w--- _W---W -- W W---W--12-- --W -- W -- ��'�SEP`��GENxy�g 1�!•� ------------------------------------------------------------------------------------------------------------------ ----- - - - - - - - - - _ _ _ - _ _ - - _ _ _ ET - _ _ - _ _ - - = = _ _ _ _ _ _ _ _ _ _ _ _ _ = - - _ _ - _ _ - - _ = - _ _ - _ _ - - _ - - _ _ - - _ _ - _ _ - - _ _I- - _ - _ _ - - _ _ - _ _ - _ _ _ - _ _ - _ _ = - _ _ _ - _ _ _ _ _ _ _ _ _ _ _ _ _ - _ _ _ - _ _ - _ _ _ - _ _ - _ _ _ - _ _ _ -wee - - •------- -���-LPM-____: LPM_}___ �. M_____LpLT____ �Fi-____'LpM_____[P�____LpM____-LpM-^ ____-[¢M__ _Lp�____-1pM-___ 2u _ �p�____M____-Lp� __ 27M_ ___ ____-�M-____Lpp____ ZpFT-____TpM____� ___1-[qm__LyF{'____=[pM-_.___[(.p____=[PM_____'[�-M____�py____ �M_____L¢�_____LPM_____LPM_____LPM_____- - - - �f�- "LP LPM_____LPM--___.�PM__�__LPM-__-_ LPM_____ Larm_____ LPM_z LEGEND - - - FA1 - - - EXISTING FORCE MAIN - - - LPM - - - EXISTING LOW PRESSURE MAIN ELEVATIONS SHOWN HEREON ARE IN FEET AND REFERENCED TO N.A.V.D. OF 1988, BASED ON THE CITY OF PORT ST. LUCIE BENCHMARK #4064 HAVING AN ELEVATION OF 22.764. NOTES ASPHALT MARKINGS SHALL MEET THE REQUIREMENTS OF FDOT SECTION 711 (THEMOPLASTIC) 2. ALL LANDSCAPING IN CONFLICT WITH PROPOSED Know � what's below. Wall before you d 1 FIELD BK. PG. FII F RFF. 3-121.100 EXIST. FIRE HYDRANT CULPEPPER & TERPENING, INC CONSULTING ENGINEERS I LAND SURVEYORS 2980 SOUTH 25th STREET • FORT PIERCE, FLORIDA 34981 PHONE 772-464-3537 • FAX 772-464-9497 • w .ct-eng.wm 151 SW FLAGLER AVENUE • STUART, FLORIDA 34994 PHONE 772-220-3376 • FAX 772-464-9497 • w .ct-eng.com STATE OF FLORIDA CERTIFICATION No. LB 4286 - R E V I SION S- SITE IMPROVEMENTS CITY OF PORT ST. LUCIE PROJECT NO. P15-153 STEFA+N K. MA BY DATE BY DATE DF 9-16-15111 DESIGNED I SKM 8-25-15 ROSSER LIBRARY CALCS. DRAWN DF 8 2,5 15 --� ... DETAILEDCI. HECKED;................................................. SITE IMPROVEMENT PLAN ........................................................................... APPROVED DATE:12-2-2015 HORIZ. SCALE:1"=20' VERT. SCALE: N\A JOB No. 13-121.100 SHEET 7 OF 3 p nm n axon ncm HANDICAP SIGN PER FOOT INDEX 17346 1 1/2" R m 1 1/2- R a" 6SERIESt�ta1s «1/2-.e. qS250 FTP 26 CR-C RAMP STANDARD & HANDICAP PARKING DETAIL N.T.S. VARIES 1 G 6 x5 10/10 WWF UK HkILH MLJH 4++ 1.5% TYPICAL 9 P V P L COMPACTED SUBGRADE - 95% MAX. DENSITY PER AASHTO T-99 1/4 1/8" 1 /2" :1/4" R• . •1 4"R j 1 •4" R . V. b V .b .o v. ' o . •o .P . 'd. • b . . b. ' ' v ' v' . 1/2" PRE -MOLDED EXPANSION JOINT MATERIAL TYPE "A" TYPE "B" TYPE "C" SIDEWALK JOINTS 3,500 P.S.I. CONCRETE W/ 2.9 X 2.9 WWF 4' COQUINA OR DMEROCK BASE 6•� 6' THICK STANDARD BASE - COMPACTED TO 98% MAXIMUM TRAFFIC AREA DENISTY PER AASHTO T-180 171/ 7 20- O.C. CONSTRUCTION JOINT (TYP.) NOTE: CONTRACTOR SHALL PROVIDE A COMPLETE JOINTINO PLAN TO BE APPROVED PRIOR TO CONSTRUCTION TYPICAL PAVEMENT JOINTING DETAIL TYPICAL CONCRETE _PAVING SECTION 1) REFER TO CEO7ECH FOR FINAL RIOID (CONCRETE) PAVEMENT SECTION RECOMMENDATIONS 2) CONTRACTOR SHALL VERIFY EXPANSION JOINTS HAVE BITUMINOUS MATERIAL AND ALL CONSTRUCTION (SAW -CUT) JOINTS HAVE LCW MODULUS SIUCONE SMANT. MATCH EXISTING 122' STABILIZED PARKING BAHIA SOD L 12" STABILIZED SUBGRADE, (LBR 40) a COMPACTED TO 98% OF MAXIMUM DENSITY AS PER AASHTO T-180 SECTION A -A N TS MATCH EXISTING ELEVATIONS SHOWN HEREON ARE IN FEET AND REFERENCED TO N.A.V.D. OF 1988, BASED ON THE CITY OF PORT ST. LUCIE BENCHMARK #4064 HAVING AN ELEVATION OF 22.764. Landing W Mini Rdwy. Pave 7 Sidewalk Curb (Where Necessary) 0.07 0.02 = _ H (Varies) SECTION B-B Note: For Additional Information On Sidewalk Curb Construction, See SIDEWALK CURB and SIDEWALK CURB OPTIONS details. SECTION THROUGH LANDING (UNRESTRICTED CONDITIONS) Sidewalk Curb R1-1 30" X 30' TYP. (Where Necessary) HIGH INTENSITY REFLECTIVE FDOT STANDARD STOP SIGN U v o 'n c_ STOP of Ramp d fta� mp of o 0 1:12 1:11 6' TO 12' TABLE OF SIDEWALK JOINTS TYPE LOCATION ..A,. AT P.C. AND P.T. OF CURVES AND AT JUNCTION OF EXISTING AND NEW SIDEWALKS. "B" 5'-0" CENTER To CENTER ON NEW SIDEWALKS. WHERE NEW SIDEWALK ABUTS CONCRETE CURBS, DRIVEWAYS AND SIMILAR STRUCTURES 4' M(n. CR-C RAMP DETAIL PER FDOT INDEX 304 N.T.S. PLAN ViEW N.T.S. CR-C SIDEWALK CONSTRUCTION SIDEWALK CONSTRUCTION DETAILS N.T.S. i Z Q F V) V) W F- O Z STOP SIGN DETAIL N.T.S. 1/2" CHAMFER 3,000 PSI CONCRETE V. 6„ PAVEMENT ZZ14 1 COMPACTED SUBGRADE THICKENED SIDEWALK/PAVEMENT SECTION N.T.S. e, GENERAL NOTES 4a Bars B (Typ.) S'a+' QV-Groove " T�o d4" Chamfer (TYP.) II It u u _ N0 bmi A Jaunt Seal v n n o lZ 4y„ in C II II u Varies m E 3' Cl. ' Bar A Bars A (Typ.) o (TYPO 12 ESTIMATED QUANTITIES FOR C-I-P WALL PER LINEAR FOOT OF WALL WEEP HEIGHT (FT.) CLASS NS CONCRETE ICY) SCHEME SCHEME SCHEME gE1NF. STEEL HOLES RAIN b DD. RE00. 1' 0.08 0.11 (0.20*) 0.03 3 (4") No 2' 0.14 0.20 (0.321) 0.09 4 (S') No 3 D.22 0.32 (0. 47*) 0,29 5 (6') Yes 4• 1 0.32 0A7 (O.GSV OA3 6 (7*) Yes 5' 0.43 0.65 (0.851) OAD 7 (8*) Yes O Drl (W) Footnotes: Sae Sheet Ith R/v/ Line All W joints shall be constructed with preformed joint filler. ,,_ Driveway To He Driveway Pavement • W open Joints placed at equal(20' max.) Intervals for driveways over 20 Constructed As Called For (For Concrete Pavement wide. Joints in curb and gutter to match Joints In driveways. `m' In The Plans Or As Joint Patterns, See Driveway To Be Constructed Directed By The Engineer 'INSET' Right) A When connecting to side road curb and gutter sections, the no drop curb o As Called For In The Plans Or m ; w As Directed By The Engineerlimits should extend back to the side road radius point. With or without v curb and gutter; no driveway should encroach on the corner radius. a` z 6° Concrete ¢ Driveways IS' concrete) shall be of a uniform width (W). to the right of way line. In V O Drlvewey w rc- ` I !6," Joint A W Open, Joints @ 10 Ctrs.; Every Sth joint Shall Be K" CD identification o/ a flared driveway type specifically celled I - 1 _ JOINT PATTERN WHEN CONCRETE DRIVE CONSTRUCTED for In the plans, see sheets 3 and 4. I INSET 13 I 7 PLAN C TURNOUT WITHOUT SIDEWALK Distance Between Connections 'D' See 'Sketch Illustrating Definitions' and General Note No 3 Flare Point Side Road R/W ODrlveway Width (W) y 3' Curb TransltlOn From Full To Zero Heigh[ At 4" Conc. Swk. fSee Sheet 1 4" Conc. Swk, Varies End Of All Curb And Gutter Construction Except 4• Conc. Sell. Sidewalk Where Connecting Existing Curb And Gutter. A W Open Joints @ 10 Ctrs.; I3 min.)Curb Ramp Back Of Sidewalk Every Sth John shall be W O Driveway Width (W) r Seesheet 7 (Exo lOl Utility Strip 10' Or Greater ya^ Joint% 5' W Joint Warp 6" Cant. Driveway It Flare dint And Sidewalk �11 YJ"Joint] Refer To Index Full Height Curb Length Vanes: 4" Conr. 6uk, ,. No, 310 - !� Y Min. Beyond Limits Of Sidewalk Curb Ramps - yt" Joint BacSee Index No. 304. V Min. Back Of Sidewalk In 6 4' Min. „ Absence Of Sidewalk Curb Ramps. As Required 0.01 For Connecting To Existing Curb. A nc. DrivewayUtility And S/dewalkStrip Less .1 ' Y" Joint �.1 Joint Side Road Edge Of Pavement Extension Line Than IO (Future EdgeOf Pavement Where Available to An Adopted Five Year Transportation Plan). 3' 7 -- 7 'y 6 4' -- 4' 6 RNo orCurb Allowed Wlthln These Limits Except As Required Drop Curb (Width Varies) Varies (To Suit Distance Between Connections 'D) 'Drop Curb (Width Varies) For Sidewalk Curb Ramps Shown On Index No. 304. A But Not Less Than 6' Corner Clearance (C),. PLAN B PLAN A See General Note No, 3. TURNOUT WITH SIDEWALK AND TURNOUT WITH SIDEWALK AND UTILITY STRIP (10' OR GREATER) UTILITY STRIP (LESS THAN 109 SPECIAL NOTES FOR URBAN FLARED TURNOUTS DESIGN NOTES FOR URBAN FLARED TURNOUTS 1. Drop curb, concrete sidewalks W thick) and driveways IS` thick) shall meet 5. Maintenance of pavement shall extend out to the right of way of 7 beyond the 1. Driveways Indicated as 'Adverse Appllcatlons' are those with slopes that can cause Specification Sections $20 and 522. The driveway foundation shall meet the back of sidewalk; whichever distance Is less. overhang drag for representative standard passenger vehicles under fully loaded requirements of Subart/cle 571-4. conditions; or, those with slopes that can cause drivers who are leaving the roadway to 6. The maintenance and operation of highway lighting, traffic signals, associated slow or pause to the extent that traffic demand volumes will be Impeded. 2. For details of dropcurb and sidewalk curb rams refer to Indexes Nos. 300 py equipment, and other necessary devices s vl s hall be the responsibility of a public and 304 respectively. agency. Driveways Indicated as 'Marginal APPI/catlons' are those with Slopes that can cause Overhangdrag for representative standard passenger vehicles under full loaded 9 P ➢ g Y 3. Where turnouts are constructed within existing curb and golfer, the existing 7. All pavement markings on the State highways, including acceleration and mndltlons when the driveway /s located on the law side of fully superelevated roadways. curb and gutter shall be removed either to the nearest joint beyond the flare deceleration lane markings, and signing Installed for theoperation of the State point or to the extent that no remaining section is less than 9 fang; and, drop ,Highway shall be maintained by the Department. Driveways indicated as'General Appllcathms- are those with slopes that can readily curb constructed In accordance with Notes Nos. 1 and 2. accommodate representative standard passenger vehicles and those that can accommodate 8. All signing and marking installed fof the operation of the connection (such as representative standard trucks, vans, buses and recreational vehicles operating under 4. For turnouts with radial returns see the requirements under the -Summary Of stop bars and stop signs for the conrlodioN shall be the responsibility of the normal crown and superelevation conditions. Geometric Requirements For Turnouts', the "General Notes"; the details of -Rural permittee. Turnout Construction" and the detail of "Limits Of Clearing & Grubbing, 2. The standard flared driveways an this index may not accommodate vehicles with low beds, Stabilization And Base At Intersections". 9.. All sidewalk surfaces crossing driveways with a cross slope shown In this low undercarriage or low appendage features. Where such vehicles are design vehicles, Index to be 0.02 shall be 0.02 Maximum, driveways shall have site specific flare designs or Category fit designs, 3. When specific flare type driveways shall be constructed, the type shall be designated in the plans using the assigned alpha -numeric designation. URBAN FLARED TURNOUTS LAST2D DESCAIPTlON: 2015 INDEX SHEET REVISION DO FDOT TURNOUTSNO. NO. 07101113 '� w►--ry DESIGN STANDARDS 515 ZDf7 1. C-1-P Gravity Walls (Option 1) constructed as extensions of reinforced concrete retaining walls, except walls of Proprietary designs, shall have the same face texture and finish as the reinforced concrete retaining wall. 2. Concrete for Gravity Wall shall be Class MS per Section 347. Concrete far Scheme 3 Junction Slab and Traffic Railing shall be Class /1 per Section 346, unless otherwise specified in the plans. 3. Reinforcing steel shall meet the requirements of Specification Section 931 (Grade 40 or 60). Smooth or Deformed Welded Wire Reinforcement (WWR) may be substitutedon an equal area basis. Do not Increase bar/wire spacing for Grade 60 reinforcing steel or WWR. 4. When required, for adjunct guiderall, see Index No. 870 or 880 as appropriate. For adjunct Type 8 fence see Index No. 802. ® t` Bar B 'q • 5. Joint seal [o be two layers of 30a` smooth roofing paper or ESTIMATED QUANTITIES NOTES: Type D-5 geotextile fabric in accordance with Specification N m to m dx 6„ Section 985. Mop all contact surfaces of concrete and roofing u, Varies .& Ground 1 For Scheme 3 Junction Slab and Traffic Railing see the �hyP referenced Design Standards for estimated quantities. 9 paper or geotextile fabric with cut -back asphalt. Stop roofing Paper or geotextile fabric below top of wall. .o m ` ii �I Surface Bars A 6 6. Provide a continuous 1'x1' clean gravel or crushed rock drain for l >i z "iF I� 3 u w N N y 1" Cl.0 @ 1'-6" * Quantity for 7-0" Toe Depth in Scheme 2. Ctrs. (Max.) a5 *• Quantity for Scheme 3 assumes F-3' thick wall heights 3 It. and higher. Wrap drainage layer as shown, with Type D-3 geotextile fabric In accordance with Specification Section PI _--_---- 0"08 coping above Gravity Wall, 965. Provide B'x&" galvanized mesh with' openings, at the Inside .Hole - - - - - - end of the PVC Drain Pipe, Provide 2" 0 PVC Drain Pipe (Sch. 40) '6 Drainage Layer at 10 ft. may. spacing (when Drainage Layer is required). Locate D o .� w And PVC Drain outermost edge of Drain Pie a minimum of 7-0" from wall joints 9 P One layer q II y '-`o > I°, �� (See Note 6) 7. Cost of reinforcing steel, face texture, finish, Joliet seal, of 30# Smooth" II II drain pipes, drainage layer, galvanized mesh and geotextile Roofing Paper c,��r fabric to be included in the Contract Unit Price for Concrete or gray preformed 71- Th 6" Cl./± 7' Prepare Foundation Per Class NS, Gravity Wall. Cost of concrete for junction Slab in plastic bond Tolerance) Spec. 455 (Spread Footings) Scheme 3, to be included in Contract Unit Price for Concrete breaker (Typ.) Traffic Railing Barrier With Junction Slab. Adjunct railings or KEYWAY & WALL JOINT DETAIL TYPICAL SECTION fences to be paid for separately. (TOP VIEW) C-I-P CONCRETE GRAVITY WALL CROSS REFERENCE: See Sheet 2 for Segmental Block Wall (SBW) details. (OPTION 1) Edge of paved shoulder 1:1d� < slopes s 1:1 3 6' Min_ Offset or face of curb Edge of paved shoulder 1:6 < Slopes s 1:1 3-6 s Offset < T-3" or face of curb Slopes < 1:6 3-6 s Offset < 6-6" 1:6 < Slopes s 1:IYJ 7 3" Min. offset Slopes s 1:6 6'-6" Ming. offset Vehicular Live Load Limit Vehicular Live „ Load L mi[ See General d . Soil Reinforcement See General Note 4 '-'-- when required Note 4 .__. .._ (See Plans) �;+,. Slopes up Slopes up to Max. Ll to Hax. 1:1 1'-0" Min. to SHW 1'-0" Min. to SHW !Except for slopes for Wall Height %7-0' steeper than 7:2 S, '^ P-O" For Slopes < 1:1j� a m 7-0' Min. to SHW with wall heights > 3', °i 8 7-0' For Slopes > I:7 v ght > 7-0' _ 5 = tT 9 for Wall Ne! then Z-O" Min.) �12 P-O" Min. to SHW �I2 eS J aT,a6 1 0" at1e6 ape Ja12 - J x 90 Ma*. 1`2 4' (Min.) 5 pa SCHEME 1 SCHEME 2 (No Traffic Loading Effects) (With Traffic Loading or Slopes > 1:1!12) LAST REVISION 07/o1/1a Know what's below. Call before you L,vmry Ir,n FIELD BK./PG. FILE REF. 13-121.100 BASE. wo 2015 F= DESIGN STANDARDS Traffic Railing (Index No. 420, 321 F-Shape shown, see Plans for Traffic Railing type) Junction Slab (See Index Series 6100) 4' (Min.) �T-O` For Wall Heights 2"-0" 2-0' For Wall Height > 7-0" SCHEME 3 (With TrafflC Railing) GRAVITY WALL CULPEPPER & TERPENING, INC CONSULTING ENGINEERS I LAND SURVEYORS 2980 SOUTH 25th STREET a FORT PIERCE, FLORIDA 34981 PHONE 772-464-3537 k FAX 772-464-9497 • w .ct-eng.com 151 SW FLAGLER AVENUE a STUART, FLORIDA 34994 PHONE 772-220.3376 a FAX 772A64-9497 a www:ct-eng.com STATE OF FLORII)A CERTIFICATION No. LB 4286 BILL OF REINFORCING STEEL MARK SIZE LENGTH A 4 As Reqd. _ B 4 As Reqd, BAR BENDING DIAGRAM Scheme.3 31�„ Scheme 1 b 2 Wail joints acing - 4" (29'-8" Max.1 BAR A a o ti v + + cz lII m 2 BAR B NOTES: 1. All bar dimensions are out to out. 2. Lap splices for Bars A niult be a minimum of P-6". INDEX S11F1 I NO, N0 6011 I Of 1 6'-0" (Max.) - Equal Panels Post SFacino 4 Post fTYP.I - (TYpi Q Post Rant - 7TNP51 �qPost Rail Expansion hInc (Typ) Sch. 40 rfYP.i seDetail '0" SoM See Detail "C" Sheet 4 M >7 *.-Varies (4 Min., required Held Splice 1'-6 (as re Max.) frypJ F 6' Sheet 4 (Tye )see Detail "E" (Typ ) r........... ............... .......-........... ,...,.....:��................................. ..,�....... ........ TOP of Sidewalk or Bikeway : 9' I Minimum from free end of concrete Rail expansion joints to be located in panels above ant ex ansion 'Pinta T structure ex ansion joints " 6-0" maximum spacing). Ground Lme P. 1 f YPl 0 j (3 spec 41 ELEVATION TYPICAL RAILING DETAILS & RAILINGS ON GRADES 0% TO 5% NOTES: NPS = Nominal Pipe Size STRUCTURES EXPANSION JOINTS NOTE: Keyed construction joints in Index No. 6011 Gravity Wall are not considered to be expansion joints. CROSS REFERENCE: For Details "C", "D" and "0, see Sheet 4. Post 1. 6" Min. i See Plans for continuation or 1'-6'^ 6'-0" (Max.) - Equal Panels Post Spacing Hm+drall termination limits of railing -� (TyP) (TYp.1 See "Typical RailingDetails" _ !6" NPS for Post & rail detils Sch. 401(rp.) y See Plans for continuation i Post / "6 I� TL Post - - - - - - - - - - or formulation Min. r _ limits of railing� ry Handrail --___- Top o11 flit Sidewalk '^ ---- b ... .. ..- ....... .... ..........- ... -'--.............-- N I ............. .................. ............ ...... ...... _....-'�Grade h E - ... ... .-...._ -. .... .. . ............ .......... .. ......... .. .. h a' _ 30 0" Max. for Slopes > 6.25% ..... il�.... .- - 40'-0" Max. for slopes 5 6.25% 9-0' Min. 5'-D' Min. Ramp Top Landing 30'-O" Max for Slopes > 6.25% 6-0" Min. 40-0" Max. for Slopes s 6.15% Intermediate Landing Bottom Landing Ramp RAMP REQUIREMENTS LANDING REQUIREMENTS ELEVATION (Showing Inside Face of Railing) Far slopes greater than 5%; Max. landing slope = 1% Max. ramp slope - 8.33% Max. landing crass -slope = 2% Max, ramp cross -slope = 2.0% RAILINGS ON GRADES STEEPER THAN 5% TO 8,33% LAST U65GRIPInUN: INDEX SHEET REVISION 2015 NO, NO. 07101114 F� DESIGN STANDARDS AII.TTMIIiV�7M PIPE G1TII1DEIItAIId. 870 2 of 5 TH:DE PLA11S AND ALL PRO?OSr-D V10M EQ IREDSUBJCTTkDDIN PECRGFSTh3 P COPY .%`KARL�����i F�LCJlFt€Jt2VFl LrJ:t'15AECTv€ST :AT .`�%QPN �CEiv'Mgr''. b'AY EE NECESSARY 11'V' OR �i TO .- `kr r� � SF�''�S COW4i JVJI7H1' 2C" ?*.' No 8723 'tco a ALL A,' L FrLE CODES, • 9; S W CITY OF PORT ST. LUCIE PROJECT NO. P 15-153 STEFAN K. MATTHES, P ,` 's' , RN*?� `�` DATE:12-2-2015 HORIZ. SCALE:N\A VERT. SCALE: N\A JOB No. 13-121.100 SHEET 3 OF 3 GENERAL NOTES (UPDATED 10 APRIL 2014) I. THE CONTRACTOR IS TO VERIFY ALL DIMENSIONS SHOWN ON THE CONSTRUCTION 6. THE CONTRACTOR(S) SHALL PROVIDE AND MAINTAIN COMPLETE WORKERS DOCUMENTS AND EXISTING CONDITIONS IN THE FIELD. ANY DISCREPANCIES COMPENSATION, GENERAL LIABILITY AND BUILDERS RISK INSURANCE. IN THE ABOVE WILL CONSTITUTE A 'STOP WORK' ORDER FOR THAT PORTION OF THE CONSTRUCTION ONLY. THE ARCHITECT IS TO BE NOTIFIED IMMEDIATELY 7. ALL MATERIALS UTILIZED SHALL BE NEW AND OF THE QUALITY SPECIFIED, FOR RESOLUTION. SUBSTITUTIONS WILL BE ALLOWED ONLY WITH THE ARCHITECT'S PRIOR WRITTEN APPROVAL. 2. EVERY ATTEMPT HAS BEEN MADE TO DELINEATE THE EXISTING CONDITIONS AND DETAILS, THE CONTRACTOR MUST VISIT THE SITE TO VISUALLY ESTABLISH THE 8. THE CONTRACTOR SHALL COORDINATE ALL WORK WITH THE MANUFACTURER'S COMPLETE SCOPE OF WORK AND CONDITIONS TO BE CONSTRUCTED. INSTRUCTIONS AND CATALOG CUTS, 3. THE GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION SHALL 9. PRIOR TO FINAL PAYMENT, THE CONTRACTOR SHALL ISSUE TO THE OWNER. AN BE AIA DOCUMENT A 201, 2007 EDITION, A COPY OF WHICH IS AVAILABLE EXECUTED 'FINAL RELEASE OF LIEN' FORMS FROM ALL PARTIES HAVING FOR REVIEW AT THE ARCHITECTS OFFICE. LIEN RIGHTS AGAINST THE OWNER. 4. THE CONTRACTOR SHALL WARRANT AND GUARANTEE ALL MATERIALS AND 10. ALL WORK IS TO BE PERFORMED IN ACCORDANCE WITH 'BEST TRADE PRACTICES' WORKMANSHIP FOR A PERIOD OF I (ONE) YEAR FROM THE "DATE OF FOR THE GEOGRAPHIC AREA IN WHICH THE PROJECT IS LOCATED. SUBSTANTIAL COMPLETION'. H. UNLESS WI -ERE NOTED OTHERWISE, THE CONTRACTOR SHALL PROVIDE ALL THE 5. THE CONTRACTOR IS TO SECURE AND PAY FOR ALL PERMITS AND SHALL NECESSARY LABOR, MATERIALS, EQUIPMENT AND INCIDENTALS FOR A COMPLETE SECURE THE 'CERTIFICATE OF OCCUPANCY'. AND OPERATING PROJECT. LEGEND (UPDATED IO APRIL 2014) DETAIL SECTION DETAIL TITLE SYMBOL MARKS SCALE- NONE REF. WHERE CUT OCCURS A-8 O DOORS, COLUMNS I DETAIL NUMBER A-g SHEET WHERE SHOWN SECTION A O FOOTINGS, TIE BEAMS SECTIONS SCALE NONE RtEF. WHE2E CUT OCCURS A-8 ❑ WINDOWS, WOOD LINTELS SPECIALTY q SECTION LETTER ROOM/SPACE IDENTIFICATION A-g SHEET WHERE SHOWN M MATCH MATCH M I LINE LINE I 101 ROOM/SPACE u SPECIFIC DETAILS I DETAIL NUMBER A-g SHEET WHERE SHOWN INTERIOR ELEVATIONS FINISH ELEVATIONS REVISIONS ��AA WALL ELEVATION 4, FINISH FLOOR (ASSUMED ELEVATION OF FINISH FLOOR) APPEARS ON DRAWING AS A CLOUDED REFERENCE, +O•-O' (ACTUAL ELEV. AS (N.G.V.D.) OR (N.A.V.D.) 22 AT PLACE OF REVISION AND NOTED ON TITLE BLOCK REVISION COLUMN. SHEET WHERE SHOWN CONSTRUCTION ADM (UPDATED 10 APRIL 2014) N I STRAT I ON GUIDELINES I INSPECTION REQUIREMENTS VI. CHANGE ORDERS A. BY ARCHITECT, PRIOR TO ALL CONCRETE POURS A. PROPER PROTOCOL MUST BE FOLLOWED IN REGARDS TO ANY CHANGE ORDERS. OWNER, ARCHITECT AND CONTRACTOR MUST B. BEFORE COVF121NGEWORK WITH I MECHANICAL,ELECAND PRIOR PLUMBING ROUGH -INS SIGN OFF PRE TO ANY WORK BEING PERFORMED BY CONTRACTOR OR SUBS. INSTAARE COMPLETED. B. GROUP ITEMS INTO ONE (1) CHANGE ORDER, RATHER THAN SEVERAL SINGLE ITEM CHANGE ORDERS. C. TO ESTABLISH A PUNCH LIST (WHEN CONTRACTOR HAS TOTALLY COMPLETED HIS OWN C. ANY WORK COMPLETED PRIOR TO A CHANGE ORDER BEING SIGNED ESTABLISHED PUNCH LIST AND AFTER CERTIFICATE OF OCCUPANCY.) BY ALL PARTIES IS AT CONTRACTOR'S RISK., CHANGE ORDERS ABBREU I AT I ON (REVISED 10 APRIL 2014) E AND E L L ANGLE E. EAST LG. LONG ® AT EA. EACH LGT. LIGHT DIAMETER OR ROUND Ea EXPANSION BOLT L.P. LIQUID PROPANE WELD EER. ENERGY EFFICIENCY RATIO UCR. LOCKER E.F. EXHAUST FAN LL. LIVE LOAD E.G. EMERGENCY GENERATOR LLV. LONG LEG VERTICAL A E.J. EXPANSION JOINT LS.C. LATCH SIDE CLEARANCE ACOUS. ACOUSTICAL EL ELEVATION LT. LAUNDRY TUB A.D. AREA DRAIN EL EMERGENCY LIGHT ADA. AMERICANS WITH DISABILITIES ACT ELEC. ELECTRICAL M ADJ. ADJUSTABLE ELEV. ELEVATOR MAX. MAXIMUM AFF. ABOVE FINISH FLOOR EMER. EMERGENCY M.C. MEDICINE CABINET AGGR. AGGREGATE E ICL. ENCLOSURE NCNB' CHANICAL MEMBRANE A.HU. AIR HANDLING UNIT E.P. ELECTRICAL PANELBOAl2D NCNB. MEMBRANE ALUM. ALUMINUM EQ. EQUAL MTL METAL A.C.I. AME21CAN CONCRETE INSTITUTE EQPT. EQUIPMENT MFR. TLRL3! AS.TM. AMERICAN SOCIETY OF TESTING ESP. EECTRO STATIC PAINT �• MANHOLE MINNaq-E AND MEASURES E.W. EACH WAY MIN MINIMUM A.WRA. AN 9ZICAN WOOD E PLYWOOD E.W.C. ELECTRIC WATER COOLER MIRK. MIRROR ASSOCIATION E.W.I-L EIC WATER HEATER misc.D.MISCELLANEOUS A.B. ANCHOR BOLTS EXP. EXPANSION M MOUNTED APPRVD. APPROVED EXPBLTS. EXPANSION BOLTS �. B MACHINE BOLT APPROX. APPROXIMATE E(. EXISTING M.D. MAIN DISCONNECT ARCH. Al2CHITECTU12AL EXT. EXTERIOR OR EXTENSION M.D.F. MEDIUM DENSITY FIBERBOARD A.C.C.MP. ASPHALT COATED CORRUGATED MDP• MAIN DISTRIBUTIONS PAN METAL PIPE F MD. MAIN DRAIN ASB. AS13ESTCG FA FIRE ALARM MO. MASONRY OPENING ASPI-L ASPHALT FAC. FLORIDA ACCESSIBILITY CODE MSL MEAN SEA LEVEL ASSY. ASSEMBLY F.B. FLAT BAR B BR'G.(BRNG) BEARING BD. BOARD SITU M. BITUMINOUS BLDG. BUILDING BILK. BLOCK BLKG. BLOCKING BM. BEAM BOT. BOTTOM B.C. BOTTOM CHORD BLT. BOLT C CAB. CABINET CAM. CANTILEVER C.B. CATCH BASIN CENT CEMENT CER. CERAMIC C.I. CAST IRON C.G. CORNER GUARD CLG. CEILING CL CLOSET CUR. CLEAR C.O. CASED OPENING COL COLUMN CONIC. CONCRETE CONK CONNECTION CONST12 CONSTRUCTION CONT. CONTINUOUS CORP. CORRIDOR CPT. CARPET CTSK. COUNTERSUNK CNTR. COUNTER CTR. CENTER ¢ CENTERLINE C/C. CENTER TO CENTER C.T. CERAMIC TILE CKT. CIRCUIT C.O. CLEAN OUT C.C.CL. COASTAL CONSTRUCTION CONTROL LINE C. COLD C.W. COLD WATER C.B.S. CONCRETE BLOCK CONSTRUCTION C.M.U. CONCRETE MASONRY UNIT C.M. CONCRETE MONUMENT CJ CONTROL JOINT COND. CONDENSATE OR CONDUIT CU COPPER C.JK. CORNER JACK CMP. CORRUGATED METAL PIPE C.F.M. CUBIC FEET PER MINUTE C.Y. CUBIC YARD CULV. CULVERT D. AT FINAL INSPECTION, FOLLOWING COMPLETION OF PUNCH LIST. E. AT MONTH Y PAY REQUEST AND WEEKLY PROGRESS INSPECTIONS VII. SHOP DRAWING SUBMITTALS D A. FOUR (4) COPIES (NOTE IN RED ANY CHANGES) D.L. DEAD LOAD NOTE: PROJECT SUPERINTENDENT SHOULD ALWAYS BE PRESENT ONE FOR OWNER DEL, DOUBLE AT INSPECTIONS ONE FOR ARCHITECT D.C.G. DIRT CONTROL GRATING ONE FOR CONTRACTOR II. PAY REQUEST ONE FOR SUPPLIER DEPT. DEPARTMENT DF. DRINKING FOUNTAIN A. AS PER OWNER/ CONTRACTOR AGREEMENT UTILIZING AIA DOCUMENTS B. CONTRACTOR TO REVIEW AND MARKUP ANY CHANGES ON ALL COPIES DEL. DELAYED BEFORE SUBMITTING TO ARCHITECT. CONTRACTOR SHOULD B. LIEN RELEASES REQUIRED (PARTIALS AND FINALS) PROVIDE HIS OR HER REVIEWERS SIGNATURE WITH DATE ON EACH DIET. DETAIL SUBMITTAL. DIA DIAMETER C. FOR STORED MATERIALS - (CERTIFICATE OF INSURANCE REQUIRED) C. SUBMIT TO ARCHITECT AS SOON AS POSSIBLE DIM. DIMENSION III. OTHER REQUIREMENTS OF THE CONTRACTOR D. NO SUBSTITUTES WITHOUT PRIOR APPROVAL BY ARCHITECT E OWNER. D DN. DISPENSER DOWN A. BAR GRAPH SCHEDULE OF PROGRESS TIME SCHEDULE D. DO DOOR OPENING AND PERIODICALLY UPDATE, AS REQUESTED OwR. DRAWER VIII. CHANGES IN THE WORK B. A SCHEDULE OF VALUES (A.I.A. FORM #G-703) Ds. DOWNSPOUT A. DO NOT DEVIATE FROM PLANS WITHOUT ARCHITECTS APPROVAL. D.SP. DRY STANDPIPE IV. CONSTRUCTION PRIORITIES DWG. DRAWING IX. PROPER CONDUCT AT JOBSITES A. ESTABLISH DATE FOR THE PRECONSTRUCTION MEETING D.J. DECK -A -JOIN A A. NO SWEARING DR' DEEP B. CHECK OUT LONG LEAD ITEMS - - ALLOW ORDERING TIME B. NO LOUD RADIOS D.O.E. DEPARTMENT OF EDUCATION C. MAINTAIN CONSTRUCTION LOG DOCUMENTING RAIN DAYS WHEN D.E.Q. DEPARTMENT OF SCHEDULED WORK COULD NOT BE PERFORMED. C. PROPERLY DRESSED FOR WORK ENVIRONMENTAL REGULATION D. MAINTAIN A MARKED UP SET OF CONSTRUCTION PLANS D. KEEPING JOBSITE CLEAN AND SAFE EACH DAY IS SOLE RESPONSIBILITY OF THE CONTRACTOR. DEP. DEPARTMENT OF W/ RED BALLPOINT PEN TO BE SUPPLIED TO ARCHITECT L3NNIRONMEMAL PROTECTION FOR USE IN ESTABLISHING AS BUILT DRAWINGS. E. HARDHATS ARE REQUIRED PER OSHA REGUI-ATIONS DW DISHWASHER V. CHANGES / CORRESPONDENCE X. RAIN DAY DOCUMENTATION DEIL. D.H. DOUSE DOUBLE HUNG A. ALL CORRESPONDENCE OR DIRECTIVES THRU ARCHITECT AND A. SUBMIT RECORDED RAIN DAYS WITH EACH MONTHLY PAY REQUEST ON, DOWN COPIED TO OWNER B. WHEN MORE THAN FOUR (4) DAYS ARE ACCUMULATED, A REQUEST D DRY B. NO DIRECTIVES FROM EMPLOYEES. ALL REQUESTS 1OR FOR CHANGE ORDER SHOULD BE ISSUED. REQUEST ADDITIONAL INFORMATION OR CHANGES THRU ARCHITECT AND ()WNER DAYS TO BE ADDED TO ESTABLISHED CONTRACTUAL C( )MPLETION DATE. F.B.C. F.P.C. PD. EON. F.E. F.E.C. FEC. FIN F- R ASH FLUOR. F.O.C. F.O.F. F.O.S. FG. FIN FL FXD. F.G. F.S. FT. F.T.A. FTG. FLIT. F.D.O.T. FDEP. GA. GALV. G.B. GL GND. GR. GYP. GAL G.F.I. HCP. HDR. HR.0 HUD. HPS. N.J. RC. H.S. H.C. HDWD. HDW12 PH H.M. HORIZ. W. H.C. H.M. H.M.F. HK. H.P. H. HLD.G. FLORIDA BUILDING CODE M.C. MEDICINE CABINET M.V. MERCURY VAPOR FLORIDA PLUMBING CODE M.T. METAL THRESHOLD FLOOR DRAIN Mp• H MILES PER HOUR FOUNDATION MOISTURE RESISTANT FIRE EXTINGUISHER' Mi-D'G. MOULDING FIRE EXTINGUISHER CAB. FIRE HOSE CABINET N FINISH N/A NOT APPLICABLE FLOOR N NORTH FLASHING NAVD. NORT14 AMB21CAN VERTICAL DATUM FLUORESCENT NI.C. NOT IN CONTRACT FACE OF CONCRETE NO, OR a NUMBER FACE OF FINISH NOM. NOMINAL FACE OF STUDS N.T.S. NOT TO SCALE FIREPROOF NEC. NATIONAL EECTRIC CODE FIBERGLASS NG.VD. NATIONAL GEODETIC FINISHED FLOOR VERTICAL DATUM FIXED N.L. NIGHT LIGHT FLOOR GIRDER O FULL SIZE O.A. OVERALL FOOT OR FEET F®E2AL TRANSIT AUTHORITY OBS. OBSCURE O.C. ON CENTER FOOTING O.D. OUTSIDE DIAMETER (DIW FURRING FUTURE OFF. OFFICE OPNG. OPENING FLORIDA DEPARTMENT OF TRANSPORTATION OPP, OPPOSITE FLORIDA DEPARTMENT OF O.B.D. OPPOSED BLADE DAMPER ENVIRONMENTAL PROTECTION OA. OUTSIDE AIR 01-1. OVER HANG OJ-LD. OVERHEAD DOOR G O.E. OVERHEAD ELECTRIC GAUGE GALVANIZED GRAB BAR GLASS G12OLM GRADE GYPSUM GALLON GROUND FAULT INTE02LPT u HANDICAPPED HEADER HEAT RECOVERY LNIT HEAVY DUTY HIGH PRESSURE SODIUM HIP JACK HOLLOW CORE HOSE BIBB HOLLOW CORE HARDWOOD HARDWARE HAPPY HOL12 HOLLOW METAL HORIZONTAL POL12 HOLLOW CORE HOLLOW METAL HOLLOW METAL FRAME HOOK HORSE POWER E HIGH POINT HOT HOT DIPPED GALVANIZED I.D. I INSIDE DIAMETER (DIW INSUL. INSULATION INT. INTERIOR INN. INVERT I.P. IRON PIPE J JAN. JANITOR JT. JOINT K KIT. KITCHEN KW. KILOWATT K.T. KEYBOARD TRAY L LAB. LABORATORY LAM. LAMINATE LAV. LAVATORY LB. POUND LE® LEADERSHIP IN ENERGY AND ENVIRONMENTAL DESIGN LF. LINEAL FEET SOME TERMS AND SYMBOLS MAY NOT APPLY TO THIS PROJECT. P P.V.C. POLY VINYL CHLORIDE PER PAINTED EXPOSED BLOCK P.S.I. POUNDS PER SQUARE INCH P.S.F. POUNDS PER SQUARE FOOT PL. PLATE PLAM. PLASTIC LAMINATE PLAN PLASTER PLY. PLYWOOD PR. PAIR PT. POINT P.T.D. PAPER TOWS- DISPENSER P.T.D/2 COMBINATION PAPER TOWEL DISPENSER E RECEPTACLE PTN PARTITION P.T. PRESSURE TREATED P.T.R. PAPER TOWS. RECEPTACLE P.TJ-L PAPER TOWEL HOLDER PERF. PERFORATE) P PROPERTY LINE P.C. PULL CHAIN P.B. PUSH BUTTON PP. POWER POLE PAW. PARTIAL HEIGHT WALL PORC. PORCELAIN TILE Q Q.T. QUARRY TILE R R. RISER RAD. RADIUS R.D. ROOF DRAIN REF. REFERENCE RE'R. RE IGE12ATCQ REG. REGISTER REINF. REINFORCED REQ. REQUIRED RESIL RESILIENT RM. ROOM R.O. ROUGH OPENING RWD. REDWOOD R.WL RAIN WATER LEADER R.C.P. REINFORCED CONCRETE PIPE PEOD. REQUIRED R/A RETURN AIR REV. REVERSE R.O.W. RIGHT OF WAY R. AND S. ROD E SHELF R.O. ROUGH OPENING R.S. ROUGH SAW S S SOUTH SA SUPPLY AIR SAT. SUSPENDED ACOUSTICAL TILE S.C. SOLID CORE S.C.D. SEAT COVER DISPEL SCHED. SCHEDULE SO. SOAP DISPENSER SECT, SECTION Sk SHELF SHR. SHOWE12 SHT. SHEET SR SINGLE HUNG SUM. SIMILAR SLD. CONIC. SEALED CONCRETE S.L.V. SHORT LEG VERTICAL SND. SANITARY NAPKIN DISPENSER SNR. SANITARY NAPKIN RECEPTACLE SPEC. SPECIFICATION SO. SQUARE S.S STAINLESS STEEL SSK. SERVICE SINK STA. STATION STD. STANDARD STL STEEL STOP. STORAGE STRL. STRUCTURAL SUSP. SUSPENDED SYM. SYMMETRICAL S4S. SANDED 4 SIDES SIS2E. SANDED ONE SIDE AND TWO EDGES S.S. SANITARY SEWE2 SEER SEASONALENERGY B=FICIENCY RATED SIA SINGLE HUNG SUDS, GLS. SLIDING GLASS S/D SMOKE DETECTOR S.Y.P. SOUTF62N YELLOW PINE 0 SQUARE FOOT DIMENSION SF. SQUARE FOOT S.J.I. STEEL JOIST INSTITUTE SYS. SYSTEM SV. SHEET VINYL T TPD. TREAD TB. TOWS- BAR T.O.C. TOP OF CU2B TEL TELEPHONE TERR. TERRAZZO T.EG. TONGUE AND GROOVE THK THICK T.O.P. TOP OF PAVEMENT T.P.D. TOILET PAPER DISPENSER T.V. TELEVISION T.O.W. TOP OF WALL TKB. TACKBOARD T.CL TIME CLOCK TYR. TYPICAL T.C. TOP CHORD T.O.B. TOP OF BEAM TL TOTAL LOAD TRANSV. TRANSVERSE T. TREAD T.S. TUBE SECTION U UNF. UNFINISHED UN.O. UNLESS NOTED OTHERWISE U.C. UNDER COUNTE2 UL. UNDERWRITERS LAB U.sQ UNITED STATES GYPSUM LS.GB.C. UNITED STATES GREEN BUILDING COUNCIL V VAC. VACUUM V.B. VAPOR BARRIER V.C.T. VINYL COMPOSITION TILE VERT. VERTICAL V.P. VAPOR PROOF VR. VAPOR 12ETARDE12 V.TR. VENT THRU ROOF W W. WEST W WASHER W/ WITH W.C. WATER CLOSET WD. WOOD W/o WITHOUT WP. WATERPROOF WSCT. WAINSCOT WT. WEIGHT WS42. WASHER W.I.C. WALK IN CLOSET W.G. WALL GIRDER W.W.F. WELDED WIRE FABRIC W.W.M. WELDED WIRE MESH W.P. WORKING POINT WDW. WINDOW SLR;CU ,Ic�,1,t?�TJy'�OPCg �4'�QiK Jp� t,Jr; Tj Sy,cf LF1 GCg i 'IO rdJtt i'" (.T- rL tan. �.Q^i"TEC(J>�`! T� i'.'�r �` rwrar:API- 4I.1Aa:Lcc(xEs, Fk,e copv } LL1 ZCL LAJ m N F=p LLJ =)(D Q N O) p N M N coo ~ Q � Z a 0 Zo I U O 0) Ld O to Lo Q a � L` ^ J N = U CLLLj aLd Z = rm LLI J a �OZ m O 0 I')W2 W CID >a U) (A F U Q W U D I U � fD a Q D Q (N W 0 O5 L Lu n� I ..L Q o a D1 OJ W J cD n/ z v co W O°� m LLI Ow W W� XD O-�0`-- O~ LIL U) a H U W O w O 0_ LL V) Z O N w W Q O O z © MAY 'ITT THESE PUNS AND THE INPOR INN SHORN HEREIN ARE THE PRONNIY Q NNEEI NNE16T5 NNIM NiC11R M PA AND RVROR CWNSE DSD,uaNs OR USE INFRmF N'NNIE OR N IM 5 ENNFS£Y PRD- NENm enw NamN PENLS9gl COMM. NO:100213VB DATE: 20 MAY, 2015 BY: -w CH'KD: .PB SHEET NO. AE3E3 OF ONE FTP 25 SIGN. SEE SITE Y a 15' MAX PLAN FOR LOCATIONS DO NOT PAINT BUMPER p FLUSH VALVE LOCATION CONTROL AREA SI HALL BE LOCATE 15 MAX FROM 3. �� CONTROLS ON ANY WALL, 22"_ 23' MAX � GUARDS (TYPJ Z_ W TANK TOILET LOCATION CENTERLINE OF SEAT TOWARD OPENING OF SHOWER 18" ABOVE MAXIMUGRAE3 B R AT 48" HEIGHTm W j 0 BACK BACK — 17-0' MIN. 5'-0' MIN. F- V) N p lg• z Q '� 71PRO n12-0' MIN. Mv 0 4" DUCT OR (n Go I — a 1 z x 3 cn () O PAINT (TYP.)' = CONC. BUMPER Z Q o Z o I _ tttSSS _ ` GUARDS (TYP.) 00 p - � Lu ID z ----- i z O 0 F- Z O M7 cQ i CLEAR i i LAV.: FLLEAR i 2-1/2' X 8 �d Q a lJi_ , FLOOR Co -----' SPACE i N 16'-18' 17' 19 i SPACE m------------J Om 4 �4' WHITE I I �4" WHITE `� of m � S �_ WHITE I I PAINT (TYP.) p W SEAT WALL BACK CONTROL WALL �" MIN 15' 16' PAINT (TYP) U 48' MIN SHOWER DAM Z PAINT (TYP.) Q H J Q SEE DETAIL ON MAX Q 4" BLUE Z 2 m WHEELCHAIR AMBI�ATORY DRAWING SET PAINT (TYPJ `, 0 O W ACCESSIBLE ACCESSIBLE 36" BY 36" TRANSFER PER LOCAL 17 MIN. 5' 12 MIN. PER LOCAL . - D Q 0_ O Z WATER CLOSETS WATER CLOSETS 36" BY 360 TRANSFER 300 BY 60" ROLL -IN SHOWER SEAT DESIGN w o_ 2T MAX CODES CLEAR AISLE CLEAR CODES CONTROLS FOR FLUSH VALVES SHALL BE CONTROL /SEA T > ON THE WIDE SIDE OF THE WATER CLOSET AREA WITH MIN W c0 > D EXCEPT FOR AMBULATORY ACCESSIBLE 30' MIN OUT SEAT 30' MIN SHOWER SIZE, CLEARANCES AND SEAT DESIGN COMPARTMENTS (FABC 604.6) WHERE DISABLED PARKING STALL CONTROL CAN BE ON EITHER SIDE 4' 4" NOTE: 4' 4' (n W 4" max PARALLEL PARKING ACCESSIBLE STALL AT TYP. SPACING FIXTURE LOCATIONS AND TYP. SPACING 8' X 23' WITH 5 FT. AISLE ON PASSENGER SIDE W U , , I i s ucs-'❑ FLUSH VALVE LOCATION U ❑ SIDE CONTROL WALL SIDE o m FTP-25 NOTE Q a MIRROR MOUNTED MAXIMUM X Al TOP PORTION OF FTP 25 AND 26 OF 40' TO BOTTOM OF REFLECTING SURFACE A.F.F. PROVIDE OFFSET 3O" BY 60' ROLL -IN WITH OUT SEAT s0 so SHALL HAVE A REFLECTIVE BLUE AND WATER LINES X :00 40 BACKGROUND WITH WHITE .� ITMIN INSULATE DRAIN - _ soo w REFLECTIVE SYMBOL AND BORDER. 19• MAX AND WATER LINES GRAB BARS AT SHOWER STALLS oo mo X 0 BOTTOM PORTION SHALL HAVE A FIGURE 307.4 FIGURE 307.2 - \ n0 00 Q REFLECTIVE WHITE BACKGROUND zT I VERTICAL CLEARANCE LIMITS OF PROTRUDING w WITH BLACK OPAQUE LEGEND CLEAR — FLOOR O x 18' MIN 12' MIN X OBJECTS ? (0 ♦ Z AND BORDER. O PACE ° 18' MI I I� I OJ PARKING DISAB DISABLED FTP 25 AND 26 MAY BE FABRICATED Q 25' MAX / iv a ONLY ON ONE PANEL OR TWO. uJ z 34' TO 38' NOTE: w PERMIT �p 25 MAY BE SUBSTITUTED 48' MIN LESS THAN TOP OF RAIL THAN X X TREAD DEPTH FOR THE FTP 26 IN AREAS LESS THING 2T 34 TO 38' z WHERE SPACE IS LIMITED. CAR CONTROL HEIGHT ALTERNATE LOCATIONS U 1 1/2'R. SIGNS ARE TO BE MOUNTED KNEE TOE TOP OF RAIL OF PANEL WITH AT STANDARD HEIGHT. CLEARANCE MIN CLEARANCE MARX� FIGURE 505.10.1 FIGURE 505.10.2 FIGURE 505.10.3 $25O"FINE (T FROM PARKING SURFACE IT MIN DEPTH TOP AND BOTTOM HAND RAIL TOP HAND RAIL BOTTOM HAND RAIL SIDE OPENING DOOR TO BOTTOM OF SIGN). EXTENSION AT RAMPS EXTENSION AT STAIRS EXTENSION AT STAIRS ALL LETTERS W I' SERIES 'aQ LAVATORY CLEARANCES 60' OOR AND CAR T FLMINIMUM 48' 19' MIN. DEPTH FOR WORKTOP. DESIGNATIONS z HANDICAP S I GNAGE O 8" MAX. FOR TICKET AND SERVING 5 L _ _ _ _ _ _ _ _ _ _ _ _ _ COUNTERS 36" MIN, 0 1..4' FULLY ADHERED LENGTH 77 MIN TO �� 0.9'-1.4" RECESS MANUFACTURED W VISIBLE MATT INTO NEW CONC. L^Y� 36' MIN 36' MIN IN CASE OF > 54" MIN I SIGNAL � Q BASE WALK 12' 42 MIN 1 30, FIRE °� DIA. MIN 60' USE STAIRWAY FOR DIR o� 6 42' TO I '-18' 16' 18' I DO NOT 11SE ELEVATOR OF CALL z L_____________ BUTTONS co `" b, m 19' 32" MAX. ELEVATOR ENTRANCES MOUNT NEXT TO CALL BUTTON O 0.2' H. Q FINISHED FLOOR TRUNCATED DOME WORKTOP DOME TOP DIA. 50% - 65% 1mDC 0.9'-1.4' 0 OF BASE DIA. W 0 27' CLEAR ELEVATOR CAB CALL AND SIGNAL DETAILS H2EOD T J BACK WALL BACK WALL SIDE WALL r-----� F---------� -� MINIMUM (TYP.) 35" MAX. — L p (ADJACENT WALL (ADJACENT WALL I I I I VEHICLE AREA DC RIGHT NAND SIDE) LEFT NAND SIDE) I 1 I I AT TICKET BLACK SQUARE PATTERNLon GRAB BARS AT WATER CLOSETS l l COUNTER �5' TO 6'� �5' TO 6')�j PARALLEL ALIGNMENT r a °0000000000000000 °0000000000000000 w °ssaaos 0000aa0000 00000000000000000 I I �_ LIGHT BLACK BLACK p'24; MIN. ..... .0.00°o°0°0°0°0°0°00°° IN TOILET ROOMS � l I L_J BLUE `WHITE, THEScFLAP{Sr�!ti�LL Rr,CavS�)4,t�7" °°°°°°°°°°°0°°°° TRUNCATED DOMES � �mw I / :, %%% _ I I 6" R QUIRE"J BY F1 LD I1•lSPECT0FS ThAT CONC. WALK V l )jj t� 3 L — — _ _ _ J PARALLEL MIN. c ^��,� la 30' MIN. WHITE IdL%Y BE t%T—Cr.fS `kKy IN CPR , TO WIDTH VARIE J 12 0 FORWARD I• TO 2' CV*ar(i(s Y Vjl?fl ALL P-:PPUCAaL CODES. O CLEAR AS LEASTAT B 12AMP WIDE 0 O FIGURE 305.5 �6 MIN---�I WOMEN MEN `� " a 70� COLOR CONTRAST 1- � 1_12• $�—'Lo POSITION OF CLEAR FLOOR MOUNTING HEIGHT AND CLEARANCES (braille description) (brailtedescription) REQUIRED BETWEEN c� 1 w x z MIN. z,) (L~ OR GROUND SPACE FOR TICKET AND SERVING COUNTERS / WORKTOPS DOMES AND CURB RAMP. w CLEAR "' s UNIVERSAL SYMBOLS o 1,12 2 DEEP X FLIL WIDTH O_ O T 9 TO CENTERLINE OF DISPENSER EQUIPMENT MOUNT AT 60" A.F.F. TO CENTERLINE MAX. OF CURB RAMP L- PERMITTED BUILT-IN LOP 12' MIN. CLEAR ABOVE GRAB BAR FLOAT FINISH CONIC. SLOPE TRI�ICATED DOMES I IT MIN CLEAR BELOW GRAB BAR IN SHADED FOUNTAIN OR PERFD.372REGULATION AREA 5- MAX, 15- MIN COOLER ADA / FACBC REFERENCE GUIDE SIDE WALL FULL HEIGHT WALL HUNG FOUNTAIN OR COOLER FOUNTAIN OR COOLER (WALL HUNG OR I ' 10� °°°°°° °°°° I I`1_ 24 SITE WALKWAYS RAMPS, AISLES ETC. °°°°°° °°°° °°°°°° °°° ° °°°°°° °°°°°° 00000000.00000 WATER o FULL HEIG FOUNTAIN 402.2 NOTE: CESSIBLE ROUTE MAXIMUM SLOPETI2O (5S) OR ITS A RAMP, IOR SLOPE °°°°°°°°°°°°°° TOILET PAPER DISPENSER STREAM — O THE°°°°°°°°°°°°°° IOS SLOPE OUTLET LOCATION 4' HIGH —z '� 30" MIN 48' MIN NOT TO CHAPTER °°° °°°° °° ° MINIMUM g CLIP 30' MIN EXC�D 5'-O' ABOVE N DISPENSER DEPTH OUTLET °f � CUP DISPl3JSEQL 403.3 ACCESSIBLE ROUTE CROSS SLOPE MAXIMUM 1 : 48 (2R) z CLEARFLOOR z CLEAR' � 'CURB RAMP SLOPES 13 1/2" MIN. 13 I/2' MIN. SPACE ° (SINGLE) z FLOOR 405.8 NO HANDRAILS REQUIRED AS LONG 8' MIN B Mqx O Eon � g SPACE ° _-- , 6' RISE AS GRADE ADJACENT IS FLUSH WITH FRONT Q 0 . ' MAX, RAMP. IF NOT FLUSH, A 2" HIGH CURB IT 25 APPROACHME;]; O 6 RUN MAX IS REQUIRED AT EDGE OF RAMP. I/4" MAX. (SINGLE) (LOW) 502.4 PARKING SPACE MAXIMUM SLOPE 1 : 48 (2%) IN ALL DIRECTIONS. LOW qpp SIDE M4 SIDE E MOUNT SIGNS APPROACH 405.3 RAMP CROSS SLOPES MAXIMUM 1 : 48 (2S) ON LATCH 405.2 MAXIMUM RAMP SLOPE IS 1 : 12 (8.335) SIDE OF DOOR i SIGN � FIGURE 303.2 0 30' MIN ERS VERTICAL CHANGE IN LEVEL 404.2-4.4 AREAS IN FRONT OF DOORS PER FIG. 25 WATER ARE TO BE LEVEL (CAN 13155 1 : 48 TO DRAIN PROPERLY) Q 2 z n STREAM 0 487 MIN FIGURE 308.2.1 Q DOOR 1,4` 12 MINIMUMT ~ i BOOR (LOW) UNOBSTRUCTED I/2' j'X — 4fli 10z wALL HuvG STALL TYPE ABOVE sPgcE 3o Mw FORWARD REACH 1/4 -k,? OUTLET °us ° (HIGH) z �) ( "a FLUSH CONTROLS SHALL COMPLY WITH FACBC 309 c� z 20" max >20"-25" max ACCESSIBLE URINAL AA ROACH Q °b ? CLEAR ° BEVELED IN LEVEL SIDE (LOW) HIGH APPROACH z FLOOR SIGNS MUST BE MOUNTED ON WALLS, NOT DOORS. ADVISORY 303.3 BEVELED. 2 q z ° (HIGH) X 60' MAX ABOVE FINISHED FLOOR TO CENTERLINE OF SIGN © MAY '15 � r u (3 x x x 0 A CHANGE IN LEVEL OF I/2 INCH (13 MM) ixe iurnawnou sxoMm HrxEiN nE SPOUT HEIGHT AND iv FRONT Q x m x S4 ` m 1Q m E E TACTILE CHARACTERS TO BE LOCATED 48' A.F.F. MIN. rrenarc OF awn naiads smar( xem= KNEE CLEARANCE ,o APPROACH a o E >, E E :, COLORS of sIGN Mt�T HAVE IS PERMITTED TO BE 1/4 INCH (6A MM) FA wb R04MUL M M ,M BD PER 2014 FIFTH EDITION FLORIDA ACCESSIBILITY SIDE v 'v N _ SIG HEIGHT VERTICAL PLUS I/4 INCH (6.4 MM) BEVELED. mM 4'MA APPROACH , `' CONTRAST WITH SURROUNDING AREA HOWEVER, IN NO CASE MAY THE COMBINIED "' N MOUNTING HE CHANGE IN LEVEL EXCEED 1/2 INCH (13 MM ---�-t7-------n--��-e,- CODE FOR BUILDING CONSTRUCTION � CHANGES IN LEVB.. EXC�DING I/2 INCH NO FEWER THAN TWO DRINKING WATER " (a) (b) �� (13 MM) MUST COMPLY WITH 405 (RAMPS) COMM. NO: 100215VB z g FOUNTAINS SHALL BE PROVIDED. STREAM O 10" max > 10"-24" max n ONE DRINKING FOUNTAIN SHALL max COMPLY WITH 6021 THROUGH 602E 4' NIGH �� (a) (b) OR 406 (CURBS) DATE: 20 MAY, 2015 zo ----------------w �5-_-_ ---- MINIMUM —a FIGURE 308.3.2 FIGURE 308.2.2 FIGURE 308.3.1 BY: JVR AND ONCE DRINKING FOUNTAIN SHALL ABOVE aio 05 CH'KD: JFB COMPLY WITH 607-7. OUTLET m OBSTRUCTED HIGH OBSTRUCTED HIGH UNOBSTRUCTED EXCEPTION: WEERE A SINGLE SIDE REACH FORWARD REACH SIDE REACH ACCESSIBILITY DETAILS DRINKING FOUNTAIN COMPLIES WITH SHEET N0. 6021 THROUGH 602b AND 602.7 IT SHALL BE PERMITTED TO BE SOME TERM, SYMBOLS AND SPECIFICATIONS ACC DISPENSER ACCESS DRsINGFED�NTAINos�ERATEDRINKING FOUNTAINS AND WATER COOLERS REACH LIMITS MAY NOT APPLY TO THIS PROJECT. I.PDA1®YL F�RU,4RY 2013 OF ONE BUILDING AREA DATA: PUBLIC MEETING ROOM LIBRARY M.E. ROOMS, KITCHEN, RESTROOMS, HALLWAYS STORAGE I U I AL CUILVIINk=i AWCA PARKING AREA REQUIREMENT SPACES REQUIRED 3,234 S.F. 25 SPACES PER ASSEMBLY 1000 S.F. 3.23 X 25 - 81 SPACES 17,742 ONE SPACE PER 17,742 . 89 SPACES LIBRARY 200 S.F. 200 NOTE- ASSEMBLY PUBLIC MEETING ROOM WILL BE USED ON EVENINGS AND WEEKENDS WHEN LIBRARY IS CLOSED PARKING PROVIDED- HC SPACES 1 (EXISTING RETENTION AREA / TO REMAIN OVERFLOW GRASS PARKING 44 TOTAL 131 SPACES S 00 DEG 02' 15' W 103.86 10 I I I I I I I I I I I I I I I I I I I I I I NEW SPLIT RAIL FENCI ANEW SPLIT RAIL FENCE I I I I I I I I I I II I I I I I I I I 101 - I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I l O l I I I I I I I I I I I I I I I I I I I I I I 44 GRASS PARKING SPACES II (SEE CIVIL FOR DIMENSIONS) II II I I I I I I I I I I I II I I I I I I I I I I I I I I 11 I I I I I I I I I I 14 I I I I❑ I I I, I I I I I I I I I I I I I I I I I I I I I I I I I I I I EXISTING WOOD UTILITY POLE-----, ROSSER BLVD. A SITE PLAN - SCALE- I' - 20'-0" S 00 DEG 02' 15' W EXISTING SIGHT LIGHTING TO — — REMAIN (TYP.) — — EXISTING MARQUE SIGN CHANGE OUT SIGNAGE TO "ROSSER LIBRARY' -- 375.0' -- -- -- Y EXISTING SIGHT LIGHTING TO REMAIN (TYP.)— N 00 DEG 02' 15' E 615.86' TFIE'n rL.l.?.S 14N'D ALL FRr,P',)s RE &URw''CCT Tip AO NY l"CFf%f L^ �'ir�hv P" U"r CDpL+Y FiZUDg!�FpISgP£C�T: "� I d l.'-:i Ate. Il L20, �"i�'IR 1IY (_)I F:r-�� O C�: uii�LJ l i ALL PJ- r"L:C."uar rnnGr rlI arm SITE DATA: IMPERVIOUS AREA CHANGE A/C PADS ADDED CONIC. STOOPS / SIDEWALKS ADDED NEW CURB CUT NET INCREASE 802 S.F. 748 S.F. 140 S.F. 1,690 S.F. w Y a o Z a W m N ~ O ui c0 N m N N o o ~Q� Zp I Z W a S 0-0) o a0U) N cl U = CLLa 1� 0 H J Qv Z v rm J a woz N W = W co > a U) w Q U 0 0 [D Q Z a vn LLJ 0 'I�A I W 0 O 2 W ly Q Q O u- ° m D! ,� jwm omW ,111 vJ W �3 O D Of JO~ D w w O d u- TN z 0 W d' W Q 0 Z © MAY '15 THESE PLANS AND THE INFORMATION SHONN HEREIN ARE THE PPLRWY a FOUND DnnuetS &IW ARDIRM PA AND NFMODCTDNS. D Nt USE TEfw N RIDLE DR N PART E DFRESSLY PDD- mm NRiWL wITmN PERIR9NI, COMM. NO:100215VB DATE: 20 MAY. 20I5 BY: .M CH'KD: .FB SHEET NO. A-1 OF TEN DEMOLITION NOTES: a. REMOVE EXISTING WALLS. b. REMOVE EXISTING DOOR. c. REMOVE EXISTING WINDOW. d. REMOVE PLUMBING FIXTURES, CAP OFF LINES AS REQUIRED. e. REMOVE EXISTING LPPE12 AND LOWER CABINETS. f. REMOVE SECTION OF WALL FOR NEW DOOR. SEE DETAIL 5/A-6. g. REMOVE WINDOW AND BLOCK FOR NEW DOOR. h. REMOVE EXISTING LOCKERS. j. EXISTING STEEL COLUMN TO REMAIN. k. EXISTING CONCRETE COLUMN TO REMAIN. 1. CUT HOLE FOR NEW WINDOWS, SEE WINDOW SCHEDULE FOR SIZE AND SEE DETAIL 6/A-6. M. NEW STEEL COLUMN. CUT SLAB FOR NEW FOOTING. SEE DETAIL 2/A-5. n. REMOVE PORTION OF INTERIOR WALL FOR NEW DOOR OPENING. p. REMOVE ALL FLOOR FINISHES EXCEPT IN ROOMS TO BE SALVAGED (TYPICAL). q. EXISTING RAIN WATER LEADER TO REMAIN. r. RELOCATE EXISTING RAIN WATER LEADER TO EXTERIOR WALL. s. CUT AND REMOVE SLAB FOR NEW PLUMBING. t. CAP OFF SHOWER DRAIN. CUT OUT SLAB AND REPOUR LEVEL AT SHOWER. u. CUT OUT SLAB FOR NEW RECESSED 3'X3' SHOWER AND PLUMBING WASTE LINE CONNECTION. v. REMOVE EXISTING TOILET PARTITIONS AND REPLACE WITH NEW SOLID PLASTIC PARTITIONS. w. EXISTING FLOORING TO REMAIN. (70 ] M.O. I f I I _ __ _____ ___J H r ___t ____ __-_1l L LL, IS -� rm. 16'-II' I I I I I b'-O' 7-0' 2'-8' 3'-O' 2'-8' 7-0" I --- ---a=a=---=---� ---TI=-tI. v II II II II II b. ; \ b. e 9 r------------------ II `m. . 1 a. .f II Ili I I�I I I u.1 ----f. q 1T-5":.I L I 1 ✓•tea ii- �� II I II II II III I II /e• II II II a.^ -III II ' L ----- Ili m e. iib• \ lild• III li lii Nib.\ �' 1[--------i- II , �= b. -� L-__ -- ____ __J J� a. tt - -# C. - rt===� ------ --� ` Ir-r--------a.- b.= b.a. b. LJ F1 __ . II I k � � a. k. ; II �e• 1 i i ILA b,' II ' ) .'I ----,I co LL a. b.; �a. b. Q iSEE DETAI Q ____ _-- - ____ r=�= __ F= z 2/A-7 z r ' /j _ %' .• al" La• III : II III��i'i. : ® II II ✓� I �.. .•I,e ,,.e,� ti 111 Lv^a. e. a. II L---------- ---� I I I If�a. I I I I�----------- r-------- - -I II Ili ili rm. e• I e• I II ` I I II ` II b.11I ; II : ' :. � 1 I ; I II b. � a. a. ILI 11 :0, m a.] 11 11 r. 11 a. ---E- -- --==J = -- ---- -- ---- -----_7------ -- - -- __ ----- -_ - _ �I F-== `� --a -b-- ---- - ----- b. a•. II Illb. II I :III i L; I a• 1'Arr-d. II i III II �I r.mo'd. II ti WI LEGEND: EXISTING WALLS TO REMAIN ---------- EXISTING WALLS TO BE REMOVED EXISTING FLOORING TO REMAIN X. NOTE DESIGNATION, SEE NOTE DESCRIPTION IN DEMOLITION NOTES ABOVE. I,•^a. II II II II u II I II II II I Ib. ------ Ib. ----------�I b . ' I I li It II i b.II I I , II II `b. `b. rm. M. I' II 10.•_I• III IA•-!.' 1! Id' -I R/A' _________________JI rtr r-11 I I III rrr r7 I + - II I I I F'I rtr �41 L h. r li _I 1 4- I{-^a. Ir'I �rtr I III r-Ir%L. L J I_J III a^ iTI iiai II IIj Ir-1 IL III rr7 1--II LJ_J M. r;I I LJI a. b IIV ` ---1_LJ_1_ k k. (a. � • °... a. -- - ---- rr==ri -a7 ---- ---- = - LJ b. II II I `T II II II II II II a^ -II I I II a. II II JI II -------------------- I II II II II II III II II Ilk DEMOLITION PLAN - SCALE: 1/8" - 1'-0' 5 \A 6/ (TYP) 3'-4' r^a. I _F= II II II J b.� al q 'I ----------------- II a. IL __ -- II II 11 - II II II II III III II II III II I II II II II II 11 II III II1m� b. -----�_ tJLf k&-_---_ L- - -_ II li C. C. II a. II I I II b. ; b.11I lI `yll rr_- I I I II II II u III I ���✓• II I a.1 . ----- ----- (SIM) •T'�i� Ii ?O j IF iI I Z'O I 5 I II A-6 I I I i I I N - 1 (n I II I JJI II I d' O I 3 l III � 5 � II a. Ik. I a.1 ,F-==__ ___`_ _____ b.° � III II I I II II II II II II I L__� at O. II yy- I, J, �• II e.- ---------- =b-� L--------III +- L__ __J a. a 111 - --_ b. F--- e, '-=b- a. b. b•'II - . ) \ I,I a. (V N _yIILL�- I II II II III II II II �'`�^bL�l U$W CCT!,f E "ID, 1�I��n,�/�OPA9�S � 6ti Plfi �Y�IYVr'4T',l~�,.'.1�� do CODES. } Ld - Y a o Z a' W m w :3 t0 :5N O) 0 N m N o ~Q� Z'4 o ZO I U O W tT W z ILto H a �` ^ N U a2Lu = Q w Z v U r m W J a irOZ = O W (D>a A U a W 0 In I Q Q Z Q Q / N - -- W Q 5O L Lu I..Ic Q Q 09 J LL Of zIv ? — e �� V / LIJ U O J0 OLin �[ U) w w 0 EL t- N z O W W Q O Z © MAY '19 nESE PUNS AND THE WFORIMnDN SHOWN NFREW ARE 7 E MKIRDBT 6 01L11O SENN UKEY IRCINSI& PA AND RfPR0DI C16t6. DISMONN6 OR USE INDEN N WAKE OR N F Wf 6 WRMY Akl- HUMID WOW WFIM FONON L COMM. NO:100213VB DATE: 20 MAY, 2015 BY: -m CN'KD: .FB SHEET NO. A-2 OF TEN FLOOR PLAN NOTES' a. NEW 3-5/8' 20 GA. STEEL STUDS AT 16' O.C. p. NEW INTERIOR WINDOW. SEE DETAILS 8,9 /A-7. ee. PROVIDE HERPEL STONE ON FRONT b. NEW STEEL COLUMN, SEE STRUCTURAL DRAWINGS. q. FILL IN OPENING W/ 3-5/8' 20 GA. STEEL STUDS AT 16' O.C. WALL OF STAFF AREA COUNTER. c. EXISTING STEEL COLUMN TO REMAIN SEE DETAILS I, 2. 3/A-6 r. CUT IN NEW OPENING. SEE DETAIL 2/A-7. SEE DETAIL 3/A-6 SIMILAR. d. EXISTING CONCRETE COLUMN TO REMAIN S. NEW CASEWORK, SEE INTERIOR ELEVATIONS. ff. REPLACE EXISTING TOILET PARTITIONS e. BRACKET DETECTOR BY OWNER), PROVIDE REQUIRED t. NEW COLUMN SURROUND. SEE DETAILS I, 2, 3/A-6. WITH NEW SOLID PLASTIC PARTITIONS. ROUGH IN. SEE ELECTRICAL SHEETS. u. NEW ROOM DIVIDER. SEE DETAIL 4/A-6. 99• NEW 36' HIGH PLASTIC LAMINATED COUNTER BY OWNER. f. EXISTING DOORS TO REMAIN V. NEW 4' THICK CONCRETE SLAB W/ 6X6 10/10 W.W.M. hh. g. NEW DOOR OPENING. SEE DETAIL 5/A-6. w. NEW 5'-4' HIGH CONC. BLOCK WALL. SEE DETAIL I/A-7. NOTE' ALL FURNISHINGS, BOOK STACKS, TABLES AND CHAIRS ARE BY OWNER. h. NEW WINDOW OPENING. SEE DETAIL 6/A-6. x. EXISTING RAINWATER LEADER. PROVIDE STUD WALL J. 7-6' HIGH 3-5/8' 20 GA. STEEL STUDS AT 16" O.C. SURROUND TO CONCEAL PIPE WHERE REQUIRED. PROVIDE 2X8 CEDAR FIR CAP W/ SCREEN MOLD TRIM y, NEW SINK. TIE INTO EXISTING SINK WASTE LINE k. 3'-6' HIGH 6' 20 GA. STEEL STUD CHASE WALL. PROVIDE AND WATER SOURCE. CAP PER NOTE J. z. T-6 H. WALL (TYP.). m. 2-10' HIGH 3-5/8' 20 GA. STEEL STUDS AT 16' O.C. UNDER aa. RELOCATED ROLLING FILES. 3'-0' HIGH COUNTERTOP. bb. REMOVE 3'-4' OF EXISTING WALL. In. NEW DOUBLE FRAME WALL INFILL. SEE WALL TYPE W9. cc. NEW 8' CONC. BLOCK WALL. dd ' SALLY PORT r- MODIFY DEPRESS CURB. PROVIDE TACTILE WARNING MAT EXISTING CURB NEW CONCRETE SIDEWALK ----EXISTING _EXISTING PARKING LOT------. NEW 4'x8 COLUMN SEE STRUCTURAL. \ A I A-5 (TYP) I w5 w5 2'-OWORK AREA E.J. I 30 W5 r 6'-OI " 7'❑-AO' 8' 3❑'B-O' 2'-8' ❑A I MO. S -17-O' A6 (TYP) w5 ao ' 7 I I------ --------------------l--- 3 5/' zG 3,_O'wa RINTERC.JTECH ASSTJ O ; b DIGITAL S.L.P.A. LOUNGE SPECIALIST OFFICE g'II 19 aa. -- N 'v. S• 10 II 12 P SEATING W2 co I � O Li u I WI 7-0' ; 13 \�� ; n. FAMILYASE3 M A-8 LAW LIBRARY n q.A U RR. tt220 I 3 N 11 z. a 0 16 q 17 8 + �O� SELF j6 31 Ex // _ — —TOP — \\ 33 W2 1T-0' 3'-4 O Ox P. ExO �IX P., CHECK -IL n. ❑D ❑ ❑D 5 MO. ©L L: ❑ 01 x.I I ebb. z 4I a. f A-6 \ EX. (TYP) -----' (N.I.C.) J E.E. F STAFF AREA I2 W7 D REV MEN WOMEN 4 5 U � D A 11 A REV I-2 B B I-2 ------- C - -------- REV 1 2 E 3 u �O Iz % DF (n _ a. I I i LL 1 p = _ J f' ee. I l I 1 I SELF CHECK - C 1. • iIL' (TYP) (TYP) r ----- I I I I I � I I I I I I I I I I I I I ' I 1 I I I Ex __ ____ _____ I-- a. a. r- _ dd. wa dd. Wa d' c. I 1 15 - - - ---- -- STUDY ----____-- _ STUDY STUDY a. OTd. I 1 a• _ _-- ROOM ttl 32 22 23 ROOM 42 24 ROOM tt3 35 t. S. A SIM _ II INFORMATION -- ----------------- I I 1 DESK I I EX I O --- m n S. I I I I © © ossm g,' �� I a ' Q -i- R i STUDY AREA 1 K I� 1 1 W2 F F i F r I 2 J i- - OFFICE\�� �� I I I W3 F ' Q „!h \ S• MEETING ROOM tt2 OPACIF I ----------- 3'-8' © 1•-4" I > 42 a. ------------ ---------------- ( -O. ' " ' , _ _ _a VEST. ® ® O W3 208 SEATS I ?,O 21 zGEx. q' q' I.T. In II'-4' q. 0 26 --- ---- -------------------------- ta. 9.1 �READING ROOM EE 12 P.C.'S PRINT Ex. C�TppIpN TEx.31 N ulpi 3O 4 15 FF I4 PAY O 21A mf,�, f. •qq A-b28I GG i STOR. b2 a1 , ® ® 00 HAL1ttlDF -- I C. O i i l �/ 16• EXISTING , i 22 P ' 27 f 33 I ! I I 1 1 • I STEEL 1-6 1 1 ODI ®® m b` a. i t' COLUMN a• S F3 0 23A C.C. w� �� I �- R O >a2 ff• T SIM 32 ul NINCHES .I J I F F Ex. ff f• f f Ex. ., r i i cv ia. q ff WOMEN 1'-2' �3 5/8" I3 Zp AHU M.E. tt2 9• wz (TECH TOPS it 99 O ir-SEE I /?� I I I 36' H. W) EX.' b tt3 I I I DETAIL (N.I.C. BY OWNER) 1 1 VEST. 0 q• q• STORAGE ttl i 2/A-7 i i i i /R• 4 1 23 w3 34 WI LOBBY I I r I I I F 'P I ® ® a .. M a. r. a. I _ NEW BOOKS F (QUICK PICKS) I SEE 9. i DETAIL i I � 18'-2' 35 g r 10 iFAC i 2/A-7 i i 9a. i AA 3 5/8- 5'-8'Ll EX. i 1 W8 �- �O ' �' ED14 J I — �j' (n-----------------� M.O. - -' I -------------------------- ---- I I I F- 8' e. V 1 z. Z. a. 36' H. ® W2 CO O j. j O C. i i W I a.10 36 W3 C. _ -__ x. 10 I '� iQ❑F i'i❑F., 4 .1 b P.C.'S U k. d. © to m. d. d--------, - N----------------------------J m 37 MEETING ROOM ttl Co m i Z. b z. O o t. - dd. - - --� r =-- ----- dd. b.*-t. d. 0 ec q. c0 i _2. 3 5/8 ❑ I '-4 3 5/8' OZ 8'-O" 8' O' 6 ❑ dd. O C W Idd. ii r---------------------------------------� W9 -O' HALL I4 Z WARMING W5 f• I O WORK AREA tt2 tt2 KITCHEN I I I r a. r_ � _ 17 � I �� I I n• N I I COVERED I _-- _ Att i YA STUDY W8 68 -- -- --- ❑ U _ID b4 X ii i 0 39 I I ENTRANCE I i 9 `I I I 14 CC YOUTH w3 1 AREA V I4 µ I I I I I DESK I 7-O' 3 5�8" STORAGE tt3 8'-O' 3 5/8' 15'-2" ME. ulY A 37 I I I i H i , © U REV © Ia 3 5/8' CO M.E. tt3 'a. a. ", 20 W2 � w3 40 I z ' _J aD 0 — a. 0 - - - - - - - 4 YA AHU SEATING O AHU 5 tt2 --- --- - --- --- - ----- -- --- -- -- - ----- c I'-4� 1 �I'-4' J . tt4 1 A-6 3 5/8" 14'-0. m m — 39 (TYP) I M. 3 5/8' ------------------- ----' W3 L-RELOCATED RAINWATER LEADER LEGEND EXISTING WALLS TO REMAIN INTERIOR ELEVATION DESIGNATION NEW FULL HEIGHT WALLS. 3-5/8' 0 SEE INTERIOR ELEVATION SHEETS 20 GA. STEEL STUDS AT 16' O.C. WINDOW DESIGNATION, SEE WINDOW NEW 7-6" HIGH WALLS. 3-5/8" 20 GA. SCHEDULE SHEET A-7 STEEL STUDS AT 16' O.C. EXISTING CONC. COLUMNS TO REMAIN ❑ DOOR DESIGNATION, SEE DOOR SCHEDULE SHEET A-7 EX. EXISTING DOOR TO BE REUSED �1 WALL TYPE, SEE WALL TYPE DETAILS X. NOTE SYMBOL, SEE FLOOR PLAN ON SHEET A-9 NOTES THIS SHEET 3 5/8 S. • DD I-4 I y ACTIVITIES AREA I i9 I I ----- — — — — W5 Ilk PROPOSED FLOC - SCALE: 1/8" = 1'-0' W5 W5 I ,,, 9-11 I . Ek- I b 6 4. . I AREA DATA: LIBRARY AREA )R PLAN PUBLIC MEETING AREA LAW LIBRARY 15,897 SF 4,340 SF 739 SF TOTAL CONDITIONED SPACE 20,976 SF SALLY PORT / COVERED ENTRANCE 497 SF r-n I L �I 0 TE.I A/C ' OMP.'tt3 SLOPE I' �. I I ❑ I A/C . COMP. tt4 I I I M/C I I I , p I I I I 1 �F-I TE-I COMP. I I tt6 I I I I I I I I I I I 1 I I I I I I I A/C ' COMP. tt7 i I L------------- J `r' TE-1 Ld • u • u i • LLJ • X to ' • Lo • • LLI Lo j(D Illr.....rl IIIIIIIpn.....nr1111111I .ra0111111Nlllllllllnr. 'IIiIIIIIDI'�'1IIIIIIIDIII W 0 O 2 Lu - u a ^Q I.MIL DC O0 _W J LL�m ON ON z m LLJ 000 MIlI _ I W (J) J AI-7 O � of U) J0~ u') LIJ w O O_ Ll- z In z 0 Zn it 0 0 U w,n z z 0 9 > W m Cr m z ~ a THati � „ N � _ z �i4'Jliz':r ��t'p>C f"TVY ^C�:JS'T1J l4/ :I.Qy ,: 7 n rxl�!%�uC^ r �"�•'' ��P'� © MAY In nlEsc wvs Iwo C%✓4 iryl'/ 1A �,���� yy' rLCTU � '" T@ WOMAIM sNowx MON AE 1HE COMM. NO:100213VB DATE: 20 MAY, 2015 BY: -w CH'KD: JFB is SHEET NO. TOTAL UNDER ROOF 21,473 SF A — 3 OF TEN CEILING HEIGHTS AS NOTED CLG. IN ROOMS WITH NEW CEILINGS a. 4'-0" HIGH GRAPHIC WALL PANELS IN SOFFIT ABOVE. SEE SECTION A/A-5 AND INTERIOR ELEVATIONS EE, FF, GG/1-4 Ak REFLECTED CEILING PLAN _ SCALE: 1/8" = 1'-0" CO;hP V VJI ON ALL Fri; L'l' iAESLL• L;UUt3. . ,« Copy w `1 a o Z a w 0] N ~ ' w �I N Q Q H in N a o Z' Z U O w Z D_ a < ii J p N F- a. D_ p uj � Q Z = O J a � p ,n w (Cl 111 0 O 2 W u 9 IA al J U w O O- O LL © MAY '15 TmEs THE INFORMATION SHORN HE PROPFAIT 6 F OLIFN9l5 0 PA M RB ROOLLI)DW, 06^AI 7XFA6IF N MOTE OR N PUN 6 HII= TNHWI NNfRN PEA69 COMM. NO:10021' DATE: 20 W BY: JN12 CH'KD: JPB SHEET NO. A - OF TEN EXISTING PARAPET WAH — EXISTING BLOCK A EXISTING FOOTING EXISTING 4' CONIC. SLAB EXISTING 12' DEEP FOOTING EXISTING RD EXISTING JOIST AND STEEL DECK NEW STEEL COLUMN SEE STRUCTURAL— "moo 16 O.C. ADULT EXISTING 1/2' GYP. BD. PATCH AS REQUIRED EXISTING SLAB-) DETAIL 'Al P� A/d' . P-r1' EXISTING BLOCK WALL JG 8'XI6' BEAM NEW STEEL CHANNELS SEE ST12UCTLRAL NEW STEEL CAP PLATE. SEE STRUCTURAL FOR PLATE AND BOLT SIZES {SEW STEEL COLUMN NEW STEEL BASE PLATE. SEE STRUCTURAL I a I a I 4 I a J L I, SEE STRUCTURAL NEW S.A.T. TAIL a/a' . l'-n' NEW 1/7 GYP. BD. OVB2 3-5/8' 20 GA. FRAMING FRAMING AT 16O.C. `—R.W.L. (SEE PLAM A 0 Iml Owl '00 "mmm NEW CONCRETE PAD FOOTING SEE STRUCTURAL FOR SIZE AND REINFORCING 2 EXISTING RD WALL TO BE REMOVED EXISTING ROOFING OVER EXISTING STEEL DECK-N METAL NEW OUTWARD CURVED DRYWALL SOFFIT ACCENT COLOR ul PAINTED DRYWALL— .N2.. AT. I NOTEI CUT OUT EXISTING BLOCK TO SET NEW STEEL COLUMN AND NEW FOOTING. ONCE FOOTING COLUMN AND CHANNELS ARE INSTALLED AND CONCRETE HAS CURED, COMPLETE DEMO OF WALL CAN OCCUR I A-5 EXISTING LOW ETA I L )r3 11 Ft 3/d' . 1'-0' DFF TIJIf2 RIJFFT X A - EXISTING RD EE STRUCTURAL FOR kTTACHMENT BOLTS SLAB .�•. vvivvic�i� rrvFOOTING SEE STRUCTURAL FOR SIZE AND REINFORCING REROUTE RAIN WATER LEADER TO EXISTING EXTERIOR WALL EXISTING RD S.A.T. Y.A. NEW 1/2' GYP. BD. NEW 3-5/8' 20 GA. METAL FRAMING AT 16' O.C. WINDOW TO REMAIN a"JSa�CT "'ALL ' ALZ 1=r opo RzauliZ �TJ` ccnF "'IBC WOAfIC 44Y a,c ft�ECmt,�J !FdSC��CTOra T1 `I,AT CaJw� �r y wl iv- �; ANY IN (?I$.'41 T® rUCAaLC CODES. iiiiiii monsoon SHEET NO. A-5 OF TEN DETAIL, CC: I F, 141'-n. STONE VENEER OVER 1/27 CEMEIN BACKER BOARD DETAIL 4X4 STEEL NOTE, SEE DIMENSIONS ABOVE I/A-6 (SIMILAR) EXISTING STEEL +17-5' EXISTING BAR JOISTS AT 4'-6' O.C. NEW WI2 STEEL BEAM NEW TS 3-1/2X3-1/2XI/4' STEEL STUB COLUMNS AT 6-0' O.C. 3 STEEL FRAMING -5/8" 20 GA. AT 16' O.C.--- + II I + + I + 20 GA. FRAMING NEW yygX O.C.—) STEEL BEAM HUFCOR OR EQUAL VINYL FACED STC 47 MOVABLE WALL PANELS (7.8 LBS. / SF) DETAIL DETAIL `EXISTING WI8 X 35) 3-5/8' 20 GA. STEEL FRAMING AT 16 O.C. S.A.T 1/2' GYP. BD. GYP. BOARD OVER 5/8" 20 GA. STEEL LAMING HERPAL STONE )SING 4' HERPAL STONE NEER THINSET /ER 1/2" CEMENT kCKER BOARD EEL COLUMN CUT IN NEW 8' PRECAST CONC. LINTEL DRYWALL SOFFIT 1.. 6 (1) tt5 VERTICAL 16 GA. STL FRAME. TAP CON TO CONC 18' LONG DOWEL I 7 DRILLED AND EPDXY GROUTED A-7 6' DEEP INTO SLAB OL +O'-O' I T.O. SLAB (AT STEEL DOORS #4, tt5, tt8) 6'-4' (AT DOORS u2, u3) DETAIL CC:AI F, 1/9' . I'-n' CIFF CLEFT A 1: L E NEW STEEL BEAM AT DIVIDER WALL BEYOND DRYWALL SOFFIT 3 A-6 SECTION SCALE, 1/4' - 1'-0' REF IMPACT TRANSOM GLASS CUT OUT BLOCK FOR NEW OPENING AS SHOWN FORM AND POUR NEW CONIC. JAMB W/ (1) 115 VERTICAL CUl FOP AS FOP NEV W/1 T. 4 T MEETING ROOM =2 COLUMN BEYOND SEE DETAILS I. Z 3/A-6 DETAIL 6-0' TYPICAL DRYWALL SOFFIT T OVER 3-5/8' 20 GA. O BE 1/2" GYP. BD. STEEL FRAMING AT 16' O.0 3'-O' T-n• FA EXISTING CBS WALL i CUT IN NEW 8' PRECAST CONC. LINTEL IMPACT STOREFRONT GLAZING 4'XI2' PRECAST CONCRETE SILL (MATCH EXISTING) THE, E PL'I,�;S AND ALL FROPOSw[} %V0RK ARE SUBJECT TO i iJ`f CCfiiiEC'i iOE9 RrEQUIRED BY HELD NSPECTOFS 1 H:9T LlAy BE N C MA Y IN ORDEF1 TO C1: f'f'' �°fI'P-i AU k: PUCA3RE CODES. ��1111� © MAY '15 71EX Pwls NID nx WORM47M %MR W" Na nE NIOfOpll A p11110 NNlIN.4 9pET MIpN613. W INp N NREPPOOIIOR NPA06dp811W5 OR U9E T[ INE PIR 6 061R�T PIIp• wo tD Np101R Mipl Np169oL COMM. NO:100213VB DATE: 20 MAY, 2015 BY. AD CH'KD: M SHEET NO. A-6 OF TEN EXISTING BUILDING 8'X3/4' BUILT OUT STUCCO BAND — +0'-0• T.O. SLAB i EXISTING NEW BUILT OUT STUCCO BAND- OL+2'-g• EXISTING 8' BLOCK WALL' EXISTING CULTURED STONE VENEER— DETAIL ccel G, 'VA". I'-n' +5'-4' CONC. FILLED U-BLOCK > tt5 CONTINUOUS A/C COMPRESSOR 5/8" STUCCO OVER 8' CONC. BLOCK tt5 VERTICAL IN CONCRETE FILLED CELL AT 4'-O" O C 4" CONC. SLAB W/ 6X6 10/10 W.W.M. OVER COMPACTED TERMITE TREATED SOIL SLOPE I" _. .. LTE-I 8X8 CONIC. W/ (D tt5 CONT. FOOTING F-I 2'-0" W. X 1'-0' DP. CONCRETE SPREAD FOOTING W/ (2) u5'S CONTINUOUS 5/8" STUCCI CLVUIC WALL SEALAI �- METAL FURRING STEEL CHANNELS IMPACT d 5/8' GYP. BD. (PAINTED) a ° CONTINUOUS DAMPROOFING 1-7 (INSIDE FACE OF BLK. WALL) p a I' RIGID INSULATION a (CONTINUOUS) p, NEW 8X8 P.C. CONIC. LINTEL a 4 CONTINUOUS SEALANT (BOTH SIDES 2-3/4" CONTINUOUS STOOL TRIM. MATCH EXISTING. I/2J FIXED STOREFRONT WINDOW SYSTEM W/INSULATED IMPACT RESISTANT GLAZING. GUARDIAN SUNGUA12D SUPER NEUTRAL CLEAR SN65 GLAZING =AD / JAMB CS I M. n A-7 ,I Fe 'A• - P-n' REF. DETAIL 6/A-6 IMPACT GLAZING NEW P.C. p p Q. d aQ d 4 ILL 11 Ft 3' . —GUARDIAN SLNGUA12D SUPER NEUTRAL CLEAR SN65 GLAZING FIXED STOREFRONT WINDOW SYSTEM W/INSULATED IMPACT RESISTANT GLAZING. 2-3/4' CONTINUOUS STOOL TRIM. MATCH EXISTING. CONTINUOUS SEALANT (BOTH SIDES ALUMINUM PAN FLASHING 33� METAL FURRING [LLI CHANNELS CONTINUOUS DAMPROOFING U1 WALL) Z (INSIDE FACE OF SLK. xN W 5/8' GYP. BD. (PAINTED) I' RIGID INSULATION (CONTINUOUS) 4 IMPACI STEEL INSULA STEEL HEAD / JAMB CS I M.) C(:AI F, 'A' = I'- PFF_ nFTAIL $/A-6 INTERMEDIATE SCALE: 3' - I'-0' REF. DETAIL 5/A- LINE OF STUCCO BEYOND INSULATED 16 GA. STEEL DOOR ADA APPROVED ALUMINUM THRESHOLD SET IN SEALANT—__� vinr SILL W/ (1) tt5 THRESHOLD R(:Al FF a• . I'-n' DFF. nFT! STOP +9,-0• OL +9 -4" GYP. BD. OVER METAL FURRING P.C. CONC. °L N. STL FRAME 0 16 GA. STEEL FRAME G CUT AND REMOVE 8' CONC. BLOCK EXISTING CONC. BLOCK STEM WALL NEW STEEL CHANNEL. SEE STRUCTURAL (1/7 GYP BD. OVER . 3-5/8" 20 GA. 111 I I ° STEEL STUDS. BUILD OUT 1'-4' WIDE a. a I'-4' °d °d c0 FILL IN FIRST TWO I :. I CELLS W/ CONC. :j �a 1 ADD (D tt5 IN EACH ,. NEW HE12PAL STONE VENEER OVER I/2' �a. CEMENT BACKER a, Q BOARD io a 0� 3 II'-8' A-5 NEW MASONRY OPENING DETAIL ; .Al FI I/T _ I'- 3-5/8" 20 G, STUDS AT It 1/2' GYP. BD. +7'-1- OL REMOVABLE 1/4' SAFETY LAMINATED 1/2" GYP. BD. 16 GA. STEEL FRAME HEAD / JAMB CS I M.) RC[ ..Al FI1-5( QFF. SCl-EDL LE SHEET A-8 A- .EL 3-5/8' 20 G, STUDS AT It 1/2' GYP. BD. OL 1 3/4" THICK OR 16 GA. S INTERIOR D( HEAD / JAMB CS I M.) C Al P� 4' . 1'-r')' DFF . C:LIFn1 II F Rl-FFT A-F4 1/2' GYP. BD. 16 GA. STEEL FRAME THECIZ r'L.lr"41s AND ALL PROPOSt-0 ,At0,jK AREwU9JECT7,0ANY CCRRa�, E!r i RLl OW F IUD INSPECTOP THAT G11sY t3E Pti% C A3Y IN (?1 Dr-_''R TO Cvv:Ps Y V Pr LlCA-]LE GODES, } W Y a o Z a W m w tz Oo a c N N O 0 4WD m V) Q o o ~Q� Z0 1 Z W V Q W H o z d0N N cn U a = 1\ o F a Z x rmW J a mw0 Ili W2 W >� w In W O 2 W u 1) ^Q IMMY D( W i J LL W oaif In W_ W U) WU) U N Df O ^, LY J 0 q~tt UA V W O O CL i i i i I 1 1 I I © MAY N S PIING I pp INFOIIW 5110NN HEItEN ARE 1 PNPm N' B111N1 061661a m NOR I PA Nq PWHIRE L9pN5. OBGID9NlR pf I NEfiOR N NIGIE u M P/Nf B p6/6$Y N NNIEO NBpUf .wIIFN vmcsBx COMM. NO:ICO213VB DATE: 20 MAY, 2011 BY: Jm CH'KD: .FB SHEET NO. A-7 OF TEN OL +10'-0" OL DETAIL Cl A 1 97, 1 /-) - I'—n' " GYP. BD. 3 FELT ATTACHED TO MASONITE — ALUMINUM ANGLE 1-1/2' X 1/2" X 18' ^21 EXISTING DOOR a" TO BE REMOVED SAW CUT ROUGH OPENING OL +13'-0" NG FORMED AND POKED 8" CONCRETE JAMB 1/2' GYP. BD.1 12-0" W/ (1) tt5 VERTICAL P/ .T. 2X6 � / R.O. KAWNEER FRAME LA INATE 2-I/2' X 5" FRAME LAMINATE a a a a 1/47 SAFETY LAMINATE GLAZING a •. a a . a O a a Q P.T. IX6 W/ 1/8" SHIM SPACE I/4" SAFET OPENING LAMINATE P.T. 2X6 -J 1/2GYP. BD. JAMB / HEAD CS I M.) Cr'AI r, e." . 1'-n" 2FF. SWEET A-3 O 3 A-8 I' X I" SO. ALUM. PICKETS INTERMEDIATE :rnl F, 3" . I'-(Y 2EF. SI-IEFT A-3 4' SPHERE SHALL NOT PASS I d '' •. Q1JJ d -a d d) III _ 2'-BE MAIN POSTS TO _ BE GROUT SET INTO POURED CONCRETE HOLES. (TYP.) RAMP DETAIL n SCALE: 3/4" - 1'-0' REF. SHEET A-1 A-8 RAMP DETAIL Ce'Ai c, 1-1/9" . I'-n- PPP. RWF-F-T A- SLPPORTS '0 2X2 POSTS 0 wz 0 DIXIE ALUMINUM CAP RAILING WITH POWDERCOAT WHITE ALUMINUM FINISH TOP AND BOTTOM RAIL, 2X2 ALUMINUM 2X2 ALUMINUM VERTICAL POSTS AT MID SPAN AND AT ENDS OF RAILING Q I"XI' ALUMINUM PICKETS AT MAXIMUM OF 5' O.C. Q NOTE: ALL ALUMINUM TO BE POWDER COAT WHITE FINISH CORE DRILL 3" DIA. HOLE 4" DEEP, SET VERTICAL SUPPORTS IN NON SHRINK HIGH STRENGTH GROUT (2) #5'S TOP In T H/2"X5' STILE 550 a HCSC GL II NS 14ND ALL RRGFOSaD b?jL1�K ARc S'JRJECT'L�,�fdY GCs�EG"E;r.R� a REQUIRED BY FIELD 111SpCCFUF3 T�41A r ^rtfAA! E PIECES:SAKY IN C)R:)p To a (2) #5'S BOTTOM arr ALL L �'rL;CAaLC CODFS,�, Q FILF, Copy FULL SIZE BRACING (RELOCATE AS REQUIRED)-/ +10'-0' EXISTING STEEL STUD WALL TO BE REUSED- ZO EXISTING 1/2' GYP. BD. PATCH AND REPAINT AS REQUIRED N TEf REPANT ENTIRE WALL (2) COATS PAINT (TYP.) DRYWALL TO EXTEND 6' HIGHER THAN CLG. REPLACE S.A.T. CEILING GRID REMOVE AND REPLACE EXISTING VINYL BASE ,A TYPICAL EXISTING FRAME WALL EXISTING STONE VENEER TO REMAIN IG I' RIGID TION BOARD 4AIN DE S.A.T. 2ID JG 7/8' METAL 4ANNELS AT TO REMAIN EXISTING 5/8' GYP. BD. PATCH AND REPAINT AS NEEDED NOTE: ALL EXISTING DRYWALL TO BE REUSED TO BE REPAINTED W/ (2) COATS OF PAINT VVLI 4' VINYL BASE \ W 6 ,, Aj, TYPICAL EXISTING EXTERIOR WALL +10'-0' +9'-0' S.A.T. OR DRYWALL SOFFIT 1/2' GYP. BD. OVER 3-5/8' 20 GA. STEEL STUDS AT 16' O.C. , TYPICAL BLOCK WALL I NF I LL VV71 P.l JG PAINTED WALL 06 +10'-O' A.T. 21D 1/2' GYP. BD. 2 1/2' METAL ?ING AT I6' O.C. ?X4 4' VINYL BASE TYPICAL EXISTING EXTERIOP BLOCK WALL REPAINT EXISTING ONCRETE BLOCK EXISTING EXTERIOR WALL AT M.E. RMS. REPAINT EXISTING CONCRETE BLOCK A.T. 21D GYP. BD. OVER )/8' 20 GA. STEEL JOS AT 16' O.C. IEW 4' VINYL BASE EXTERIOR BLOCK WALL (EXISTING) in I vJ AT ROOMS 10 AND 39 -DIAGONAL STEER BRACING AT 48' O.C. +9'-0' A.T.O �!: `A D GRID STEEL MtI`I�STUDS 6 AT A. STEEL A 16"T IbO.C.O.C. A 4' VINYL BASE TYPICAL NEW FRAME WALL REPAINT EXISTING CONCRETE BLOCK $'S A.T. 21D NEW 1/2' GYP. BD. OVER I/2' METAL FURRING AT 16' O.C. P.T. 2X4 NEW 4' VINYL BASE INTERIOR BLOCK WALL (EXISTING) V V / J SEE SHEET A-3 FOR LOCATIONS 4' VINYL BASE TYPICAL NEW FRAME WALL (WITH SOUND INSULATION) WALL TO BOVE AT ?S (SEE PLAN) :Al;? FIR CAP V4' WOOD TRIM BD. OVER O GA. STEEL 4T 16' O.C. VINYL BASE YOUNG ADULTS AREA THECIE FLANS AND ALL PROOos:,D WORK ARE SUS.,°ECT TO rsTfY GCi iCA^T;CRJ R ritk 2,C E F[t L1J'7"SF'ECTORS THAT +1AY EE t+ C"S$Aly rlq OiRDSM TO CG uaAs_Y !"JI i! ALL A,,rL1CI E CODES, W Y a o Z 0- W _ m V) ~O H � t0 V) a V) rn o N m V) o 1 Q to 0 Z O I Z 00 a ��0) F- OLn N a=^ L~) Z U >_m W J a WOZ w 2 N W m>a w U a W 0 0 I Q � Q 0 Q S'l w V) J W 0 O uj I.Y 1� Q ^Q lMy Di W 0 LL O[ ct) z�v0 W00� ML VJ W UN U) O J2N 0� fn �[ U) 1- U O o.. 1A. V1 Z 0 In > 11 Az © MAY '15 T6¢ Pars MID TIE INPTRMUM MWN NOON ME M PRV WM OF OWD DWER 5 NOW MDNIECf4 PA MO REPPDDNICnopa Demosma; DR USE TFf3Lf N NMIE DR N PMD 5 EIOMMY PRD- WORD 1NNDUf NNTN PDif®NL COMM. NO:100213VB DATE: 20 MAY, 2015 BY: _w CH'KD: .FB SHEET NO. A-9 OF TEN