Loading...
HomeMy WebLinkAboutCONSTRUCTION PLANS PAGE 30-44ROOM FINISH SCHEDULE ROOM/SPACE FLOOR BASE SILLS WALLS CEILING CLG. HGT. REMARKS MEETING ROOM al EXISTING CARPET EXISTING EXISTING REPAINT REUSE 19-4' CLEAN CARPET TO REMAIN TO REMAIN TO REMAIN DRYWALL S.A.T. EXISTING EXISTING REPAINT EX GYP. BD. PROVIDE NEW WOOD LAMINATE LOBBY PORCELAIN TILE VINYL BASE PROVIDE NEW GYP. S.A.T. I2'-0" FLOORING IN STORAGE AREA TO REMAIN TO REMAIN BD. AS NEEDED REMOVED STORAGE ttl EXISTING VCT — EXISTING S.A.T. 9 0 MODIFY GRID AS NEEDED TO REMAIN TO REMAIN FOR SMALLER STORAGE ROOM FAMILY All EXISTING EXISTING 7'-O' H. EXISTING RESFAMILY al /tt2 PORCELAIN TILE C.TILE WAINSCOT — CERAMIC TILE 8'-0' TO REMAIN TO REMAIN TO REMAIN STAFF WOOD VINYL 1/2" GYP. BD., S.A.T. 10'-6. 9'-0' DRYWALL SOFFIT AREA LAMINATE BASE PAINT OVER COUNTER E.E. CONCRETE _ PAINTED EXPOSED _ 1/2" PAINTED GYP. BD. M.E. al BLOCK STRUCTURE IN FRAME WALLS OFFICE WOOD — 1/2' GYP. BD., S.A.T. 9'-O" LAMINATE PAINT NEW BOOKS — 10'-6' LOUNGE EXISTING EXISTING GYP. BD. / 9-O" PROVIDE 1/2' GYP. BD. / PAINT TO REMAIN REPAINT AS NEEDED TO FILL IN OPENINGS TECH ASSISTANT / 9'-0" DIGITAL SPECIALIST S.L.P.A. 9'-0" OFFICE READING SHEET _ 1/2' GYP, BD., 13'-0" 9'-0" DRYWALL SOFFITS ROOM VINYL PAINT SEE RCP SHEET A-4 ADULT ALUMINUM 10'-6' SEATING INFORMATION WOOD — 10'-6' DESK LAMINATE YOUNG ADULTS / SHEET EXISTING 10'-6' STUDY AREA VINYL TO REMAIN BOOK STAINED _ PAINTED STUCCO 12'-O' DELIVERIES CONCRETE BLOCK WORK AREA ::I — I/2' GYP. BD., PAINT S.A.T.10'-6' PORCELAIN 7'-O' H CERAMIC 7-0' H PROVIDE CEMENT BACKER BOARD UNISEX R.R. tt2 TILE TILE WAINSCOT — CERAMIC TILE 91-0" BB-IIND CERAMIC TILE, WAINSCOT M.R. GYP. BD. ABOVE LAW WOOD VINYL _ I/2' GYP. BD., 91-0" PROVIDE PORCELAIN TILE LIBRARY LAMINATE BASE PAINT BY ENTRANCE DOOR STUDY ROOMS — 9'-O" ttl /tt2 /tt3 VESTIBULE PORCELAIN BU-LNOSE _ G I KING EXISTING GYP. 9'-0' ttl / tt2 TILE COVE TILE REPAINT BD. / REPAINT CUSTODIAN SEALED VINYL — 9'-O' ttl / tt2 CONCRETE BASE EXISTING EXISTING 7'-O' H. EXISTING T-O' H PROVIDE NEW 7-9 H. CER. TILE MEN PORCELAIN TILE C.TILE WAINSCOT — C.TILE WAINSCOT S.A.T. 91-0" WAINSCOT AND CEMENT BACKER GANG R.R. TO REMAIN TO REMAIN TO REMAIN BOARD IN AREAS REMODELED WOMEN — 9'-0' GANG R.R. STUDY SHEET VINYL _ I/2' GYP. BD., 10'-6' AREA VINYL BASE PAINT I.T. IVCT — 9'-0" HALL ttl PORCELAIN — 9'-V TILE M.E. tt2 / STAINED EXPOSED ME. tt3 CONCRETE — STRUCTURE — WORK AREA tt2 WOOD LAMINATE — S.A.T. 9'-0' YOUTH DESK — 10'-6" ACTIVITIES EXISTING 14'-0' AREA TO REMAIN JUVENILE HEEL VINY 10'-6' MEETING ROOM tt2 10'-6' STORAGE tt2 / 12XI2 — 9'-O' STORAGE tt3 VCT HALL tt2 PORCELAIN — 10'-6' TILE WARMING WOOD — 9'-O' KITCHEN LAMINATE 5jol4 DOOR SCHEDULE MARK SIZE DESCRIPTION JAMB DETAILS REMARKS t EXISTING STOREFRONT DOUBLE ALUMINUM — REUSE EXISTING DOOR TO REMAIN 2 (2) 3'-O" W. X 7'-O" H. 16 GA. STEEL 16 GA. 5/A-6 CUT IN NEW OPENING X 1/3/4" STEEL SEE DETAIL 5/A-6 (2) 3'-O" W. X 7'-O' H. 16 GA. STEEL W/ 12X36 IMPACT X 1/3/4" GLASS VISION PANEL IN EA. DOOR 8 3'-0' W. X T-O' H. 16 GA. STEEL X 1/3/4" 6 (2) 3'-0' W. X 7'-O' H. 5/A-7 SIM. NO TRANSOM GLASS ABOVE X 1/3/4" 7/A-7 9 — EXISTING STEEL DOUBLE DOOR — REUSE EXISTING TO REMAIN. RE -KEY LOCKS 10, IOA — EXISTING STEEL DOUBLE DOORS — REUSE EXISTING TO REMAIN. RE -KEY LOCKS 11, 12, 14, 3'-0' W. X 7'-O' H. EXISTING S.C. WOOD DOORS 20 X 1/3/4" TO REMAIN _ 13 D E L E T E D 15, 16, 17 3'-O" W. X T-O' H. EXISTING S.C. WOOD DOORS 16 GA. — REUSE EXISTING 18 X 1/3/4" TO REMAIN. RE -KEY LOCKS STEEL 19 3'-0" W. X 7'-0" H. SOLID CORE WOOD 5/A-6 SIM. CUT IN NEW OPENING X 1/3/4" BIRCH VENEER SEE DETAIL 5/A-6 SIMILAR 21 (2) 3'-0" W. X 7'-0' H. KAWNEER I2-500 SERIES ALUMINUM I3 CUT IN NEW OPENING X 1/3/4" STOREFRONT , ,4/A-8 SEE DETAIL I/A-8 2Z 23, 24, 3'-0" W. X 7-0" H. SOLID CORE WOOD 16 GA. 10/A-7 28 X 1/3/4" BIRCH VENEER STEEL 25, 35 3'-O" W. X 7-O" H. 5/A-6 SIM. CUT IN NEW OPENING X 1/3/4' SEE DETAIL 5/A-6 SIMILAR 26, 27, _ EXISTING S.C. WOOD DOORS — REUSE EXISTING 29,30 TO REMAIN 31, 32, 33 — EXISTING S.C. WOOD DOORS — REUSE EXISTING TO REMAIN 34 (2) 3'-O" W. X 7'-O' H. SOLID CORE WOOD 5/A-6 SIM. CUT IN NEW OPENING X 1/3/4" BIRCH VENEER SEE DETAIL 5/A-6 SIMILAR 36, 37, 39 H. (2) 3'-O' W1/3/4" 10/A-7 47'-O' 38,40 3'-O' W. X 7'-O' H. i X 1/3/4' 41 3'-0" W. X 7-0' H. 10/A-7 SIM. CUT IN OPENING INTO X 1/3/4" EXISTING FRAME WALL DACCESS CONTROL SYSTEM WILL BE UTILIZED, THE PROX CARD HID 128 BIT NORTHERN WITH WIN OAK SOFTWARE. PROVIDE ELECTRONIC LOCK HARDWARE. ElKEY CARD ACCESS, PROVIDE DATA DROP FOR FUTURE USE OF P12OX CARD SYSTEM. LAW LIBRARY SECURITY SYSTEM WILL BE SEPARATE FROM LIBRARY SECURITY SYSTEM. WINDOW SCHEDULE MARK SIZE MANUFACTURER TYPE DETAILS SILL REMARKS PROVIDE GUARDIAN SUNGUARD A 7'-O" W X 5'-8' H KAWNEER IR-500 SERIES STOREFRONT STOREFRONT 4 / A-7 ALUMINUM SUPER NEUTRAL CLEAR SN68 2-1/2' X 5' 6 / A-6 GLAZING W/ IMPACT GLAZING B 3'-O' W X 5'-8" H C 4'-0' W X 3'-6" H AMWELD OR EQUAL FIXED GLASS 8, 9 / A-7 NONE PROVIDE 1/4' SAFETY 16 GA. STEEL FRAME LAMINATE GLAZING D 3'-0' W X 8'-8' H KAWNEER IR-500 SERIES STOREFRONT 2-1/2' X 5" E 3'-O' W X 3'-6' H AMWELD OR EQUAL FIXED GLASS 8,9 / A-7 16 GA. STEEL FRAME F 2'-6" W X 3'-6' H G 3'-4' W X I'-8' H AMWELD OR EQUAL TRANSOM 5 / A-6 IMPACT GLAZING 16 GA. STEEL GLASS H 6'-4' W X I'-8" H J 6'-5' W X 1'-8' H KAWNEER IR-500 SERIES TRANSOM I / A-8 PROVIDE 1/4' SAFETY 2-I/2' X 5' GLASS LAMINATE GLAZING 1 rti:;s !'L VIS ANID ALL P;lGPLiS D WORK �:RE S�aJFr,T TO r��iY CC�fsuC`s!ONS P QUIRED i3Y FIELD !TlSPECTv"a TL,.AT ri 9Y'E NEC "'MAY IN Oi' .:^_ TO r'a"'?YVili 1ALAlF='"['CODES. r w Y a o Z w m w �ct0 Q (N O) N M N o ~Q� z Q o ZD i U O Q% W p SON z Q J N U d2LLj ^ _J Q Y_ v z m: )-m U Lj J Q woz 0 cr O 1nW2 W (D>a w U a W 0 UQ 1n c Q ❑ Q Z J Q w V) W 0 O 2 L^u, 1� � ^Q LmmY cC W o. J LL° m cy O94 VJ ne0 OJ 0 O~ F- 3 O o` ix O 0._ U- z z Tn z 0 rn 21 It z w 0 0 U wto z Z 9 0 m W Q' �2 a � W ~ a o N — z Z © MAY '15 THESE PUNS AND THE WORMATW SHOW NEAEN ARE T E PRWDRT a mum DW UW NRDEY IRDNN.n PA Am RWR wnor, 06G091R5 m USE IHUW N WINE OR N PNR N WP y P HIM NRIOm RRITFN PTR®Nl COMM. NO:100213VB DATE: 20 MAY, 2015 BY: .FR CH'KD: JFB SHEET NO. A - 10 OF TEN INTERIORS LEGEND / SCHEDULE L SHEET ANY VINYL FIELD (VF) - ARMSTRONG TP532 DELICATO OYSTER VINYL BORDER (VB) - ARMSTRONG TP711 12ENO PLATE BURNT UMBER VINYL BORDER TRIM / VINYL FIELD tt2 (VB2) - ARMSTRONG TP067 EXOTIC CHERRY MAHOGANY II. PORCELAIN TILE FIELD (PT) - DAL TILE 12XI2 BEACH CP80 BORDER (PTB) - DAL TILE 12XI2 REDWOOD CP83 III. CERAMIC WALL TILE SHOWER - 4X4 HIGH GLOSS WHITE (MATCH EXISTING) IV. (DELETED) V. 12'XI2' VINYL TILE (VT) - TA12KETT 12XI2 1347 BEIGE VI. (EX) - EXISTING FLOORING TO REMAIN VII. (CONC) - CONCRETE FLOOR - STAINED - COLOR TO BE SELECTED BY OWNER AND ARCHITECT VII. PLASTIC LAMINATE TOPS - FORMICA 506-58 BEIGE GRAFIX BASE CABINETS - FORMICA 958-58 BEIGE u U� QO 0 E.E. F CONC. STAB F—F AREA I 2 D REV MEN WOMEN 47-1 F5 I D A JIUREV C I2 ox BB I2 E VB2 E. REV EX. i EX. MEETING ROOM ttl EXISTING CARPET TO REMAIN EX. (REUSE PT) LOBBY I I I I I I I I COVERED I I I ENTRANCE I -----_YlllllU 01 IX. PAINT COLOR TYPICAL WALLS AND DOOR FRAMES - COLORLIFE BISCOTTI CL274W LRV69 ACCENT ttl - COLORLIFE LOVAGE CL1944M L2V47 ACCENT tt2 AND tt5 - COLORLIFE MARY'S ROBE CL2237A LPV19 ACCENT tt3 - COLORLIFE POTHOLE CL2644D LRV26 ACCENT tt4 - COLORLIFE VIGILANTE CL1517N LRVIB X. VINYL BASE BASE - JOHNSONITE ALMOND 34 TRANSITION STRIPS - JOHNSONITE ALMOND XI. TOILET PARTITIONS SOLID PLASTIC TOILET PARTITIONS - SANTANA OR EQUAL IN COLOR SELECTED BY OWNER AND ARCHITECT. a. CORNER GUARD ACROVYN 90 DEGREE CORNER GUARDS TO 48" A.F.F. NOTE, IN ADDITION TO ACCENT COLOR LOCATIONS SHOWN ON INTERIOR ELEVATIONS, ADDITIONAL WALLS, SOFFITS AND COLUMNS WILL USE ACCENT COLORS LISTED ABOVE IN DIFFERENT LOCATIONS TO BE DETERMINED BY OWNER AND ARCHITECT G I-2 TECH ASSTJ DIGITAL S.L.P.A. LOUNGE SPECIALIST OFFICE 10 II 12 VB2 VB2 VB2 FAMILY All RR. tti VB A SIM OSIM OFFICE 0 VB2 a. ,VB NEW BOOKS (QUICK PICKS) VB2 VB CONC. a. a. AHU ttl VB Y AREA STUDY M.E. ttl a1 VF Ett2U VB2 BOOK DELIVERIES 0 CONC. CONC. WORK AREA ttl LAW LIBRARY 33 - .__-- a. — , Y tt2 Q VB 1731! VB2 STUDY 32 ROOM ttl INFMMATION VB2 DESK la a. a• �� H — VB2 K STUDY AREA L VB vEsr PT a. _ ® ® zl EX. MEN za l Iu1 VB2— BB I4 CC YA 16 VB VB2 VB VF a. — VB a WORK AREA w 17 YOUTH U 1-4 X DESK i a. V I-4 VB2 U REV VB2 a. VB a DD 14 VB2 ACTIVITIES AREA I 19 I I I Ak INTERIORS PLAN - SCALE: 1/8' = 1'-0" VB2 VB2 VB2 #2 OM 3 35 O#ROOM z. VB VB VF VB2 LI VB VCT ( I.T. I-3 L 26 . T y HALL ttl PT 17 a. PT r SIM CONC. 13 H M.E. tt2 tti PU 2a VF VB VB a. a. VB VB2 VB 0 A/C COMP, tti A/C COMP. tt4 A/C C06MP. COMP. T pry r�! t,'S VD *mm ALL PI O��gwlJ bN lqK p GJjREv' �AlvYCCF,�'jz Z) F1wLE) Nf-""tg! ,f �Y r3� NE-LTm ,A. y LCTU S TPA COMM. NO:1OO213VB DATE: 20 MAY, 2015 BY: JN12 CH'KD: JFB SHEET NO. I 1 OF FOUR zo HEP STC VEIN �Re3 EXISTING MIRROR EXISTING 1/2' DIA. GRAB BAR / 3'-0' CE EXISTING T-O' HIGH WAINSCOT TO REMAIN GUICTII\I(` AA�N / IAlnMF=N * BY OWNER ......... - ---------- _ f *N.I.C. * BY OWNER *N.I.C. * BY OWNER E F c I-2 STAFF AREA (CONT) 12 12 LOUNGE 1/2' GYP. BD. OVER 3-5/8' 20 GA. FRAMING AT 16' O.C. I/2' GYP. BD. OVER 3-50 20 GA. STEEL STUDS AT 16' O.Cn 2'-5' 10 (V OPEN KNEEHOLE Z S.A.T. I/2' GYP, BD. OVER 3-5/8' 20 GA. FRAMING AT 16' O.C. m' r- H � I-2 INFORMATION DESK 12 INTERIOR ELEVATI SCALED 1/2' - 1'-0' THE 1E PLANS AND ALL PRCPOS:-D WORK f'.RE $U$J1CT TO ANY COPRaECTi0P9C F''QUIRED BY FIELD MSPECTfjfS THAT PRAY 8E NECID ✓SAKY in C?FI x R TO cv-mt r) WI I li All APr"L:-vAa- E CODES„ FILE Copy WOO SHEL 2'-3' 1/2" KNEEHOLE O "l-�I1/2. KNEEHOLE Zl11/2' INFORMATION DESK WORK AREA (CONT.) KNEEHOLE hl� 11-9" 1'-9' 1'4 VOO >HEL 4X4 CER, TILE NOTE: SEE 'ACC' SHEE FOR FURTHER REQUIREMENTS An _ 2'-10" L 3'-O' 2'-10" I KNEEHOLE W I3 O i� 3'-0' FAMILY ASSISTED USE RESTROOM .-A V A GN II 1 AN1CG M I-3 LAW LIBRARY INCVV I IL= t (MATCH EXISTING) 4X4 CERAMIC TILE 1 I 1 i NEW SOLID PLASTIC MIRROR PARTITIONS P.T.D. / / PLAS. LAM. � S.D. � O x o 0 0 0 < � Z I X �...__.. I 1 F E 3'-0" 3'-0" 3'-O' 3'-0' '--4X4 COVE BASE TILE YOUTH DESK MEN x I3 :XISTING TILE TO REMAIN 9 [0 I-3 LAMINATE I OPEN cp Z - _ _ - - .1 < X (V KNEEHOLE WORK AREA DQ V THESE rUNS AND ALL PROPOSrD WORK ARE SDL3JECT TO ANY Co r-CR CT;CNG K cQUIRED BY FIELD !N5PECTupS T�LAT 'AAY EE NECE"r4A Y Nt C?R" ,n TO C01,16PLY 6P�/;"ii'! ALL A.prL,'CAaE CODES, INTERIOR ELEVATIONS SCALE: 1/2" - 1'-0' } w Y a o Z w m N ~O F Q O c0 (n CA 0 N 04 m N o o ~ Q ZO I Z IwLo Q U 0 W 40Lo r Z J U N d2^ a" o Z F = rm U 4J J Q w0Z x0 0 EA LJ 2 w cn > I Lu 0 5O G LLI Q ^Q :.MMIL u W OJ J wom H�v n, u W 00 m lU in UUj O JOjU) O u� U) H U 1.L.1 3 0 w a 0 1.E- w z En z 0 rn aj Ee u z w 0 0 U H a w N z 0 O z N 9 > j w m m aF- a rn o N O Z © MAY '15 THESE PL s ME THE INFORMATION SHOWN HEREIN ARE THE PREPEmY a E EMRTNAS ■pEY PRfJEROIS PA M RFPROOUCf ON% 06p=KS OR VEE TEIEDF N ENNE OR N W S EXPRESSLY PRO- NBRD MIRIdR NERD! PFNILSiM COMM. NO:100213VB DATE: 20 MAY, 2015 BY: -w CH'KD: JFB SHEET NO. 1-3 OF FOUR zo BY OWNER BB CC I4 I4 KITCHEN YOUNG ADULT P.C.'S INTERIOR ELEVATION SCALE, 1/2' - 1'-0' PROVIDE A CONTINUOUS P.T. 2X8 BACKING BETWEEN STUDS FOR HANGING UPPER CABINETS (P.T. IX8 ON MASONRY WALLS).-� LET IN A 24" HIGH ROW OF B.C. PLYWOOD BACKING TO SECURE FULL HEIGHT STAINLESS b BACKSPL.ASH. (PLYWOOD WIDER tl OVER RANGE AND SINKS).-1 NOTE, WHERE BASE CABINETS ARE INSTALLED ON EXTERIOR WALLS, PROVIDE ROUND 2' DIA. VENT HOLES W/ SCREENS AS SHOWN AT 18' TO 24' CENTERS — +7-0' LAM. PLASTIC FINISH ON 3/4' B.C. PLYWOOD KEV RECESSED STANDARDS UPPER AND LOWER DOOR FACES ONLY TO BE MDF, SEALED FACES AND BACKS, WITH NO VISIBLE JOINTS MELAMINE FACING ON 1/7 PLYWOOD CABINET BACKS (UPPEER AND BASE CABINETS) FULL HEIGHT STAINLESS STEEL BACKSPLASH 25-1/20 TOP MUST EXTEND 1-1/2' BEYOND CABINET FACES JN STAINLESS STEEL OVER 3/4' B.C. PLYWOOD 75 LB. DRAWER SLIDES 3'LONG BRUSHED ALUMINUM PULLS QLAM. PLASTIC FINISH ON Q 3/4' B.C. PLYWOOD i HEAVY DUTY CONCEALED EUROPEAN TYPE HINGES (TYPICAL) 3-1/2' KICK AT CAT 3" OR VINYL F 00 SP12OVIDE 4-1/2' KICK AT AREAS WI -ERE CERAMIC TILES ARE BUTTED UP TO KICKS AND GROUTED IN PLACE DETAIL DFF INT. gwFFT. 2. 7, 4 II4 I-4 k14DD ACTIVITIES AREA BY OWNER AA I4 JUVENILE P.C.'S *N.I.C. WALL * 4'-3" L 4'-3' METAL LETTERS OPANEL DESIGNATION (TYP.) 3-5/8' 20 GA. STEEL FRAMING ADULTS AT 16' O.C. S.A.T. GRAPHIC WALL OUTWARD CURVED PANELS. SEE RADIUS SOFFIT DETAILS 2/A-8 O 'cn EXISTING CONC. BLOCK WALL Q b PROVIDE NEW DRYWALL OVER I-1/2' METAL FURRING AT 16O.C. G GRAPHIC WALL PANELS *5'-4' METAL 3 S.A.T. Ili ACCENT PAINT g. COLOR u3 ' r ACCENT PAINT COLOR ttl' 9�HERPAL STONE EE I4 READING ROOM SCALE: 1/4' - 1'-0" OPEN -I-ERPAL STONE SEE DETAIL 3/A-6 SIMILAR— OUTWARD CURVED RADIUS SOFFIT S4 S5 . (S.A:T. GRAPHIC WALL PANELS 8 ACCENT PAINT COLOR 44' NEW DRYWALL OVER 1-1/2' METAL FURRING 16" O.C. OVER - EXISTING BLOCK WALL) O i� F�I4 READING ROOM (CONY.) 8'20 GA. =L FRAMING 6' O.C. T. SOFFIT EXISTING FRAME WALL — OPEN SCALE, 1/4' - 1'-0' 4'-3' 4'-2' 4'-2' L W-2" L W-2' L W-3' 4'-3' A-8 EI E2 S.A T. NEPREEEAST DETAIL 2/A-7-) (VOPEN _` OPEN 2 ACCENT COLOR tt2 _ p PAINTED DRYWALL �}A ir) / CURVED LAMINATE ,o COUNTER BETWEEN POSTS ^ �E E❑ (WINDOWS) (WINDOWS) I ERPAL STONE VENEER. SEE DETAIL 3/A-6 SIM. DETAIL n GG SCALE, 3/4"- 1'-0" REF. INT. SHEET X I-4 I 4 READING ROOM (CONT.) SCALE- 1/4' - 1'-0" THE: S PUNS AND ALL PROPOSSD WORK ARE SUBJECT TO ANY COF'MiECTION REQUIRED BY Fl"aLD INSPECTORS THAT MAY BE NECEMSAXY III CAS TO CGi44TILY Wl'irl ALL CODES. COMM. NO:100213VB DATE: 20 MAY, 2015 BY: .NR CH'KD: FB AREA MODIFICATIONS ALLOWABLE AREA TABLE 503 6,000 SF BUILDING AREA MODIFICATION IF - [F/P - 0.251 W/30 IF - 1622/770 - 0.251 W/30 IF - [0.80 - 0.2511 IF - 55.2% INCREASE ALLOWABLE 6,000 X 55.7% - 3342 INCREASE ALLOWED 3,324 SF + 6000 SF 9342 SF SPRINKLER MODIFICATION 300% X 6,000 - 18,000 INCREASE ALLOWED 18,000 SF TOTAL ALLOWABLE AREA 27,342 SF BUILDING AREA 20,976 SF (OK) OCCUPANCY CALCULATIONS 13,878 SF LIBRARY _ 100 - 139 3,759 SF MEETING ROOMS - 15 - 251 567 SF STORAGE _ 300 - 2 GRAM TOTAL OCCUPANTS 392 FIXTURE EQUITY 392 _ 2 - 196 MEN AND AND 196 WOMEN POTTY PARITY FOR ASSEMBLY OCCUPANCY APPLIES BUILDING AREA DATA LIBRARY 13,878 SF MEETING ROOMS 3,759 SF 5TORA19e 569 bp M.E. ROOMS RESTROOMS, KITCHEN AND HALLWAYS 2,772 SF TOTAL BUILDING AREA 20,976 SF TABLE 403.1 FBC PLUMBING V v 0 I ASSEMBLY OCCUPANCY A-3 PRIMARY USE - LIBRARY - 139 OCCUPANTS, 70 WOMEN, 70 MEN SEE OCCUPANCY CALCULATIONS BELOW. 'NET' DEFINITION 1 "NET' DEFINITION - DO NOT INCLUDE CORRIDORS, TOILET ROOMS, KITCHENS, MECHANICAL ROOMS AND STORAGE ROOMS. MEASUREMENTS ARE TAKEN AT INSIDE FACE OF EXTERIOR WALLS. NOTE, ASSEMBLY MEETING ROOM WILL BE USED WHEN LIBRARY IS CLOSED (OCCASIONAL USE) 251 OCCUPANTS -i-2 - 126 MEN 126 WOMEN WATER CLOSETS LAVATORIES D.F. OTHER MALE FEMALE MALE FEMALE I PER 125 1 PER 65 1 PER 200 1 PER 500 1 SERVICE SINK 196 —125 196 -165 =2 =4* 2 2 2 1— PROVIDED PROVIDED 6 + 2 PROVIDED PROVIDED HI /LOW EWC I SERVICE 4WC. 2URN. F.A.U. R.R. 4 LAV. 4 LAV. PROVIDED SINK *POTTY PARITY - 32 RATIO REQUIRED 2 X 1.5 - 3 REQUIRED (OK) ---% A t TECH A / 0 0 DIGITAL AL S.L.P.A. SPECIALIST OFFICE ADULT SEATING 13 000 EATD - 105' d6Rpp5Y AA%tl+eB6M�M64F.14r'edFBiiPFrv4'Si9. i'kWPY$Bd u it I INFOWATION DESK 14 I I i WORK AREA 30 i FAMILY III LAW LIBRARY A.U. R.R, tt2 33 31 Q I TUD ROOM ul 32 ROOM tt2 34 EATD = 93' MEN WOMEN` _;;__ U VEST. O � ❑ 21 ® — Q READING ROOM —_— — ——�—�— JAN. 15 FE 21A gyp, J' STOR. JAN. h� 23A VEST. NEW BOOKS 23 STORAGE (QUICK PICKS) LOBBY pYAfi4pWp6AA p. 4a .,... ED P v"W4b!"AA=yppb Ru .6e.A.R°3#Mk`m pb,'p6,p:Wpi:ivF1'aY2+�q'wAYe}A6pLeYp6ppe e6p..epd: I ¢ I A I 6 s MEETING ROOM ttl I I I II I I I AHU WORK AREA YOUTH n DESK I I I COVERED I ttl YA STUDY ENTRANCE I AREA Y A 18 i i I I M.E. ttl 16 II a1 --- --- ® AHU FE tt2 ❑ EATD 171"BC'3cHPSA¢!%9ery6.6A6tl_+¢p8p6tlppp6A4AegABUAC6AT66p¢Aahi4p4W:Zdg6¢6pep[tg'6Gg¢6pgy6pP.p6pr�pdp6p£R¢pZA@ipq£}yfCgTp6p¢yg6p696netiA[ApM'6C8'w95p BUILDING DATA PROJECT DESCRIPTIONS THIS PROJECT CONSISTS OF A LIBRARY AND MEETING ROOM APPLICABLE CODES FBC FIFTH EDITION FLORIDA BUILDING CODE NFPA 101 2012 LIFE SAFETY CODE NEC 2008 CONSTRUCTION TYPE: FBC FIFTH EDITION, TYPE V UNPROTECTED OCCUPANCY TYPE GROUP 'A-3' ASSEMBLY FBC 303.1 EXISTING BUILDINGS SECTION 404 AS LEVEL-2 ALTERATIONS TOTAL OCCUPANTS, 392 NFPA 101 13.3.5.1 OCCUPANT LOAD >300 REQUIRES SPRINKLERS MAX. POSTED OCCUPANT - 392 PER FBC TABLE 503 MAXIMUM ALLOWABLE AREA - 6000 NFPA 101 7.5.1.3.3 EXIT SEPARATION NOT LESS THAN 1/3 SPAN NFPA 101 7.4.1.2 MIN. NUMBER OF EXITS (3) IF < 1000 OCCUPANTS NFPA 101 7.2.1.2.3.2 MIN. DOOR WIDTH AT EGRESS IS 32' (OK) NFPA 101 7.2.1.7.1 AND 13.2.2.2.3 PANIC DEVICES ON EXIT DOORS REQUIRED. CONSTRUCTION - CONCRETE BLOCK WALLS / STEEL BAR JOISTS 120OF FBC FLORIDA CODE FIFTH EDITION FBC PLUMBING CODE FIFTH EDITION FBC TABLE 601, TYPE V, UNPROTECTED STRUCTURAL FRAME RATING O HOURS BEARING WALLS - INTERIOR / EXTERIOR RATING 0 HOURS NON BEARING WALLS / PARTITIONS RATING O HOURS FLOOR CONSTRUCTION RATING O HOURS ROOF CONSTRUCTION RATING 0 HOURS FBC FIFTH EDITION TABLE 803.9 INTERIOR WALL AND CEILING FINISH REQUIREMENTS GROUP A-3 SPRINKLERED, FIRE PERFORMANCE AND SMOKE DEVELOPMENT EXIT ENCLOSURES AND EXIT PASSAGEWAYS - CLASS B CORRIDORS - CLASS B ROOMS AND ENCLOSED SPACES - CLASS C FBC FIFTH EDITION 1008.1.7 THRESHOLDS AT REQUIRED EXIT DOORS SHALL NOT EXCEED 1/2' AND 1/4' SLOPE AT 12 FOR METAL THRESHOLDS FBC FIFTH EDITION 1008.1.9.1 ALL DOOR HARDWARE TO BE LEVER SETS LOCATED 36' TO 38' A.F.F. ACTIVITIES I AREA I 19 I I I LIFE SAFETY PLAN - SCALE1 1/8' - 1'-0' MEN 24 WOMEN 25 STUDY 35 ROOM a3 MEETING ROOM tt2 0 =E nimil EATD 74' I.T. �R.?T43R... 949T99v6 }AijAiii�i(' .&W�eSPNMW1fri^i�.NL3 PN'ol Ji 'T%As?,fii9 iB4xPi?}N pgAe@M%9. p. --- A/C COMP. tt3 HALL ttl ^o 27 v A/C C.O.MP. tt4 AHU M.E. tt2 tt3 28 r n . FE ® H Q COMP. U5 W . WARMING STORAGE KITCHEN 37 HL tt2 39 1 �I I SYMBOLS LEGEND ®FE WALL MOUNTED PORTABLE FIRE EXTINGUISHER (IOABC) EXIT SIGN CPET COMMON PATH OF EXIT TRAVEL MAX. ALLOWABLE IS 75 FEET EATD EXIT ACCESS TRAVEL DISTANCE MAX. ALLOWABLE IS 250 FEET HS HORN STROBE (SEE ELECTRICAL) PS FIRE ALARM PULL (SEE ELECTRICAL) M.E. tt3 EKI AHU 44 THERE PLANS AND ALL PROPO�K-D 4NC? Ia ARE SUBJECT T 0 AIdY C0RR CT°J0N3 REQUIRED BY FIELD I?JSPECTURS TH.Ki" lill Y PE NEC206AXY IN OftXM TO CO.MP? Y MVITrI ALL GT i L I'C "a E CODES. © MAY '15 THESE KAM MD THE INFORMA O SIMM! HEREN ME THE PFNFMT w mm dNBals a1aET ARD11= TNDM7F N N W N NNf IS OPOMY PRD- H wnw NiNFH PflE69NL COMM. NO:100213VB DATE: 20 MAY, 2015 BY: JQ CH'KD: .FB LEGEND ?_": 7 EXISTING SABAL PALM (16-20 FT. TALL) AJ-EXISTING OAK TREE (16 FT. TALL) OEXISTING GOLDEN RAIN TREE (16 FT. TALL) LIG � EXISTING LIGUSTRUM TREE (8 FT. TALL) "�✓ ✓` EXISTING WEDGE (3 FT. HIGH) xEXISTING TREE TO BE REMOVED 0 EXISTING 6 FT. MASONRY WALL I C� i ,s r---'f— —I--T--�— —I--- -- ---I— —T `1' i ,�l'•t r✓" I I I I I I 311 ;'" I I I I I I I I I I Ii CO)aXISTING �.�CHAINLINK FENCE TO REMAIN, ; Xd� — — — — — — S OO DEG 02' 15" W — — — — � H � ✓v r✓ r✓ ,r./. r✓..r r✓ , rr r✓ ✓ r✓ ni,. r✓./ ✓vv t✓ ✓�^✓„.✓.,�,r.✓�,^.ro°°,✓,� ,�,rrr.�*.�w+.r, ,,, , ✓•,�,�,,�.r��,�.r�:. ,�•.r., r,��'✓. EXISTING %/ '% DUMPSTERS �� i -' EXISTING SIGHT LIGHTING TO REMAIN (TYP.) EXISTING PARKING --`, cc�y EXIST COVE >ED ISTILGENTR CE EW o 0 0 0 0 0 0 0 0 t`T� NEW SPLIT 7 �hry RAIL FENCE i NEW SPLIT REMOVE RAIL FENCE NEDGE} I 3,1 / C! (EXISTING RETENTION AREA I i i 3 TO REMAIN 44 GRASS REMOVE ' \ / PARKING SPACES HEDGE ' I I i I I 1� W L--J.---I---L--J---I---L---L---I---L--J•---I---L--J L J l O I y , , p C �iE,/./'.✓war .rrr. .i„,rrr✓.r✓'. ✓,s✓. ,✓,,r✓wv�,r .y„.. /v"✓v.✓,✓,✓.. �v ,✓,✓w. „✓. .i ✓,,r✓.r. ..fit..i.r✓„r/.r.✓.✓ww�r✓w�i.„✓.r✓v�✓,f„,/�✓.r„✓'tr✓v�.r w� i, ,,/.,. ✓„ .,r,r✓�. ',•✓,. ,✓,, t,/'.„.✓„.✓`,r, r.✓✓• ^✓v.✓",/',M/',/` .✓ •✓',✓*✓°..rr✓. ,r✓t, .„rr✓vvv ,✓, ,,/',hr✓.„✓�.. ✓, .n/.,/,r.-.✓,✓.,✓V,,✓•./,.-✓w=.r✓+.^.i'�✓"-..r✓„./"✓..:n�j co -- 375,0' -- -- -- -- ,✓, ,✓,✓,✓,ram✓,/..../,, '.✓ ✓,/ /,.✓✓./✓.. ..i. ,/,✓.✓'r/,p:r,/ -../•,✓,✓.✓,✓. ,✓,✓*r✓./,,.; EXISTING 6 NIGH N MASONRY WALL EXISTING FENCE % < o NEW< N SIDEWALK LiG NEW 10' X 25' A/C PAD i NEW SIDEWALKS ! LIG EXISTING-- LIG GENERATOR ; '• A/C.•• NEW COPoPS ENTRANCE DOOR LIGNEW iy S� �£ A/C F O` 1 EXISTING BUILDING NEW 5'-4' HIGH TO BE REMODELED cas It STUCCO WALL — {/ 20,976 SF EXISTING GATE C1 TO REMAIN <! ,r --EXISTING PARKING vi 0 0 0 �-- I": ' ��„�„./../vr✓`./'„.r✓` f`✓ ���,..�//y../. .✓✓`.„/'�/•✓, � •./ . ,../../'•���`�✓�`„�r'�✓✓` ,N�✓'4✓`✓th/�✓•.✓ r✓„ ,✓-.R!'.✓ `✓,..r,/'�/`. ✓ nr✓wv,✓vv /, ` ✓„.rr ..✓, r,.. �/—,rrr✓^,r,r. ✓ 'r ✓v .„nnr..✓..„ N00DEG 02'15'E �3 e I.� ROSSER BLVD. "Ilk LANSCAPE - SCALE: 1" - 20'-0" PLAN 1� Ito IW p Go ,Z THEE %ANS AND ALL PROPOSMD WOM r.RE SUB ECT TU A,NY CONIEC'i SCEis REQUIRED BY FIELD 114SPECTORS THAT '. AY BE PtibEC(G`,-A%Y IN O•Rr,7M TO cok,4PLY UFTH•1 ALL A PFUC ALE CODES. COPY © MAY '15 n E PEMS MD THE INIMRNEl10N SHONN HEREIN ME THE PROPERR IF E wlf SpEY MN96R:m PA NE0 RfPPolOUCOOK U6Q.0SIRES 0R 119E TENEUP N III 01 N PNII 6 EIERERY PXL NBIED EI11pUE NVIEEN PERY590N 1 1 COMM. NO:100213VB DATE: 20 MAY, 2015 BY: .Np CH'KD: FB SHEET NO. L-1 OF ONE d 3 LL 0 d m U Q v M 00 CID 0 N N 3 0 U) o� 0 a LL v 0 U I- 0 U z m J d 0 f rn 0 a A STRUCTURAL NOTES 1010 GENERAL NOTES: STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING, AND SITE DRAWINGS. CONSULT THESE DRAWINGS FOR DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE PROCEEDING WITH THE AFFECTED PART OF THE WORK. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCE TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIEDOWNS. 1011 CONTRACTOR PROPOSED CHANGES AND SUBSTITUTIONS: PROPOSED CHANGES OR SUBSTITUTIONS TO STRUCTURAL DETAILS OR PLANS SHALL BE SUBMITTED TO THE ENGINEER OF RECORD (EOR) FOR REVIEW AND APPROVAL. SUBMITTALS SHALL CONTAIN FULL DOCUMENTATION OF CHANGES OR SUBSTITUTIONS WITH SUPPORTING, SEALED CALCULATIONS (WHERE APPLICABLE). THE REVIEW OF CHANGES AND SUBSTITUTIONS, RE -ANALYSIS AND/OR RE -DRAFTING TO INCORPORATE CHANGES OR SUBSTITUTIONS INTO CONTRACT DOCUMENTS ARE ADDITIONAL SERVICES FOR EOR. CONSTRUCTION COST REVISIONS ARE BETWEEN THE CONTRACTOR AND OWNER AND ARE NOT REVIEWED BY THE EOR. 1012 CONTRACTOR REQUIRED REMEDIAL WORK: REMEDIAL WORK REQUIRED DUE TO CONSTRUCTION ERRORS, INSTALLATIONS NOT IN CONFORMANCE WITH CONTRACT DOCUMENTS, OR IN ANY WAY BROUGHT ABOUT BY ACTIVITIES OF THE CONTRACTOR SHALL BE DESIGNED, DETAILED AND SEALED BY A REGISTERED ENGINEER EMPLOYED BY THE CONTRACTOR AND SUBMITTED TO FOR FOR REVIEW AND APPROVAL. FOR IS NOT RESPONSIBLE FOR THIS WORK AS PART OF CONTRACTED CA SERVICES. 1015 EXISTING STRUCTURE: INFORMATION SHOWN FOR THE EXISTING STRUCTURE ON THESE DRAWINGS WAS TAKEN FROM THE DRAWINGS THAT WERE: PREPARED FOR: MASTER CONSULTING PREPARED BY: EDLUND DRITENBAS & BINKLEY ARCHITECTS ENTITLED: PORT ST. LUCIE POLICE DEPARTMENT DATED: 04/09/2004 WORK SHOWN ON THESE PLANS ASSUMES THAT THE ORIGINAL CONSTRUCTION WAS PERFORMED IN ACCORDANCE WITH THE ABOVE INDICATED ORIGINAL DRAWINGS INCLUDING (BUT NOT LIMITED TO) DIMENSIONS, ELEVATIONS, MEMBER SIZES, MATERIALS, DETAILS, ETC. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE CONDITIONS RELATING TO THE EXISTING STRUCTURE AND TO NOTIFY THE ENGINEER IMMEDIATELY OF ANY DISCREPANCIES OR CONFLICTS. 1061 DESIGN LOADS: THE STRUCTURAL SYSTEM FOR THIS BUILDING HA I N IN ACCORDANCE WITH THE FLORIDA BUILDING CODE DITION. THE FOLLOWING SUPERIMPOSED LOADINGS HAVE FLOORS: LIVE LOAD 100 psf. 1062 CODE COMPLIANCE: THE STRUCTURAL SYSTEM FOR THIS BUILDING HAS BEEN DESIGNED IN ACCORDANCE WITH THE FOLLOWWG CODE(S): FLORIDA BUILDING GODOC2014 FIFTH QITION. 1120 SHOP DRAWING REVIEW: 1 ELECTRONIC VERSIONS OF STRUCTURAL DRAWINGS ARE THE SOLE, COPYRIGHTED PROPERTY OF TRC WORLDWIDE ENGINEERING INC. ELECTRONIC VERSIONS OF DRAWINGS ARE NOT TO BE USED OR TRANSFERRED WITHOUT THE EXPRESS, WRITTEN PERMISSION OF TRC WORLDWIDE ENGINEERING INC. USERS WILL SIGN A RELEASE AND REIMBURSE TRC INC FOR EXPENSES INCURRED IN PREPARING AND TRANSMITTING ELECTRONIC DRAWINGS AT THE RATE OF $100.00 PER ELECTRONIC DRAWING SHEET, PER TRANSMISSION. SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGN INTENT OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. SHOP DRAWINGS SHALL BE REVIEWED & APPROVED BY THE CONTRACTOR PRIOR TO SUBMITTAL TO THE ARCHITECT/ENGINEER. DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ENGINEER. CHANGES AND ADDITIONS MADE ON RE -SUBMITTALS SHALL BE CLEARLY FLAGGED AND NOTED. THE PURPOSE OF THE RE -SUBMITTALS SHALL BE CLEARLY NOTED ON THE LETTER OF TRANSMITTAL. ARCHITECT/ENGINEER REVIEW WILL BE LIMITED TO THOSE ITEMS CAUSING THE RE -SUBMITTAL. SHOP DRAWING SUBMITTALS ARE REQUIRED FOR ALL FRAMING SHOWN ON THESE DRAWINGS INCLUDING, BUT NOT LIMITED TO: CONCRETE MIXES, CONCRETE AND MASONRY REINFORCING, STRUCTURAL STEEL AND CONNECTIONS, STEEL DECK, LIGHT GAGE FRAMING, & WOOD 1 TZ2 AUSPIFEVING. ALL CONTRACTOR RFI SHALL STATE CONTRACTOR'S SUGGESTION(S) FOR RESOLUTION AND COST IMPLICATIONS FOR SUGGESTION(S). FOR IS NOT RESPONSIBLE FOR DETERMINING COST OR COST EFFECTIVENESS OF RFI RESPONSES. 3301 CONCRETE: CONCRETE SHALL BE PER AN APPROVED MIX DESIGN PROPORTIONED TO ACHIEVE A STRENGTH AT 28 DAYS OF ALL CONCRETE 4000 PSI WITH A PLASTIC AND WORKABLE MIX. CONCRETE SHALL BE PLACED AND CURED ACCORDING TO ACI STANDARDS AND SPECIFICATIONS. SUBMIT PROPOSED MIX DESIGN WITH RECENT FIELD CYLINDER OR LAB TESTS FOR REVIEW PRIOR TO USE. MIX SHALL BE UNIQUELY IDENTIFIED BY MIX NUMBER OR OTHER POSITIVE IDENTIFICATION. MIX SHALL MEET THE REQUIREMENT OF ASTM C33 FOR COARSE AGGREGATE. 3601 POST -INSTALLED ANCHORS: POST INSTALLED ANCHORS SHALL ONLY BE USED WHERE SPECIFIED ON THE DRAWINGS. CONTRACTOR SHALL OBTAIN APPROVAL FROM ENGINEER OF RECORD PRIOR TO USING POST -INSTALLED ANCHORS FOR MISSING OR MISPLACED CAST -IN ANCHORS. CARE SHALL BE GIVEN TO AVOID DAMAGING EXISTING REBAR WHEN DRILLING HOLES. HOLES SHALL BE DRILLED AND CLEANED PER MANUFACTURER'S INSTRUCTIONS. UNLESS SPECIFIED OTHERWISE, ANCHORS SHALL BE EMBEDDED IN THE APPROPRIATE SUBSTRATE WITH A MINIMUM EMBEDMENT OF 8 TIMES THE NOMINAL ANCHOR DIAMETER OR THE EMBEDMENT REQUIRED FOR SUPPORT OF THE INTENDED LOAD. ANCHORS SHALL BE INSTALLED PER THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AT NOT LESS THAN MINIMUM EDGE DISTANCE AND/OR SPACING INDICATED IN THE MANUFACTURER'S LITERATURE. SUBSTITUTION REQUESTS FOR PRODUCTS OTHER THAN THOSE LISTED BELOW SHALL BE SUBMITTED TO THE ENGINEER OF RECORD FOR REVIEW AND APPROVAL WITH CALCULATIONS PREPARED, SIGNED AND SEALED BY AN ENGINEER REGISTERED IN THE JURISDICTION OF THE PROJECT SHOWING THAT THE SUBSTITUTED PRODUCT WILL ACHIEVE AN EQUIVALENT CAPACITY USING THE APPROPRIATE DESIGN PROCEDURE. ACCEPTABLE PRODUCTS ARE: A. EXPANSION ANCHORS FOR NON -CRACKED CONCRETE ONLY: -WEDGE-ALL (WA) BY SIMPSON STRONG -TIE -KWIK BOLT 3 BY HILTI B. CRACKED CONCRETE MECHANICAL ANCHORS: -STRONG-BOLT (STB) BY SIMPSON STRONG -TIE -KWIK BOLT (TZ) BY HILTI C. SCREW ANCHORS: -TITEN HD (THD) BY SIMPSON STRONG -TIE -HUS-H BY HILTI D. ADHESIVE ANCHORS: 1) FOR ANCHORING INTO SOLID BASE MATERIAL: -ACRYLIC -TIE (AT) -SET EPDXY -TIE (SET) WITH RETROFIT BOLTS (RFB) BY SIMPSON -HIT RE 500 BY HILTI 2) FOR ANCHORING INTO HOLLOW BASE MATERIAL: -CONTACT ENGINEER 4203 MASONRY WALLS: MASONRY UNITS SHALL MEET ASTM C-90 FOR HOLLOW LOAD BEARING TYPE MASONRY WITH UNIT STRENGTH OF 1900 psi ON THE NET AREA (fm = 1500 psi). MORTAR SHALL BE TYPE "M" OR "S" AND MEET ASTM C-270. GROUT SHALL BE 2000 psi MINIMUM COMPRESSIVE STRENGTH AND MEET ASTM C-476. PROVIDE HOOKED DOWELS IN FOOTINGS FOR VERTICAL REINFORCING ABOVE. LAP SPLICES 48 BAR DIAMETERS. BLOCK CELLS SHALL BE GROUT FILLED WITH VERTICAL REINFORCING BARS AT CORNERS, INTERSECTIONS, EACH SIDE OF OPENINGS OVER 4 FEET WIDE, AND AS SHOWN ON THE PLANS. DOWELS SHALL BE USED TO PROVIDE CONTINUITY INTO THE STRUCTURE ABOVE AND/OR BELOW, UNLESS NOTED OTHERWISE. USE METAL LATH, MORTAR, OR SPECIAL UNITS TO CONFINE CONCRETE AND GROUT TO AREA REQUIRED. MASONRY SHALL BE LAID IN RUNNING BOND PATTERN UNLESS NOTED OTHERWISE. PROVIDE 9 GAGE GALVANIZED HORIZONTAL JOINT REINFORCING (DUR-O-WALL OR ENGINEER APPROVED SUBSTITUTION) AT ALTERNATE BLOCK COURSES. IF REQUIRED, CONTROL JOINTS SHALL BE PROVIDED IN CONCRETE MASONRY CONSTRUCTION AT LOCATIONS INDICATED ON THE ARCHITECTURAL DRAWINGS. HORIZONTAL WALL REINFORCING SHALL BE STOPPED EACH SIDE OF CONTROL JOINTS. SEE ARCHITECTURAL DRAWINGS FOR SEALANT REQUIREMENTS AT CONTROL JOINTS. SUBMIT PROPOSED GROUT MIX DESIGN FOR REVIEW PRIOR TO USE. MIX SHALL BE UNIQUELY IDENTIFIED BY MIX NUMBER OR OTHER POSITIVE IDENTIFICATION. GROUT SLUMP SHALL BE BETWEEN 8 AND 11 INCHES. USE OF SUPERPLASTICIZER IS PROHIBITED. CELLS TO BE GROUT FILLED SHALL HAVE VERTICAL ALIGNMENT SUFFICIENT TO MAINTAIN A CLEAR, UNOBSTRUCTED, CONTINUOUS VERTICAL GROUT SPACE. CLEANOUT OPENINGS SHALL BE PROVIDED AT THE BOTTOM OF CELLS TO BE GROUT FILLED IN EACH POUR IN EXCESS OF 5 FEET IN HEIGHT. ANY OVERHANGING MORTAR OR OTHER OBSTRUCTION OR DEBRIS SHALL BE REMOVED FROM THE INSIDES OF SUCH CELL WALLS. THE CLEANOUTS SHALL BE SEALED BEFORE GROUTING, AFTER INSPECTION. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT TOP AND BOTTOM AND AT INTERVALS NOT EXCEEDING 192 BAR DIAMETERS. CELLS CONTAINING REINFORCEMENT SHALL BE FILLED SOLIDLY WITH GROUT. GROUT SHALL BE POURED IN LIFTS OF 4 FEET MAXIMUM HEIGHT. GROUT SHALL BE CONSOLIDATED AT TIME OF PLACING BY VIBRATING AND RECONSOLIDATED LATER BY VIBRATING BEFORE PLASTICITY IS LOST, WHEN TOTAL GROUT POUR EXCEEDS 5 FEET IN HEIGHT, THE GROUT SHALL BE PLACED IN 4 FOOT LIFTS. MINIMUM CELL DIMENSION SHALL BE IN ACCORDANCE WITH TABLE 5 OF ACI 530.1 (3" X 3" FOR COARSE GROUT, 12 FT. MAXIMUM POUR HEIGHT). WHEN THE GROUTING IS STOPPED FOR ONE HOUR OR LONGER, HORIZONTAL CONSTRUCTION JOINTS SHALL BE MADE BY STOPPING THE POUR OF GROUT NOT LESS THAN 1-1/2 INCH BELOW THE TOP OF THE UPPERMOST UNIT GROUTED. 5101 STRUCTURAL STEEL: ROLLED SHAPES SHALL CONFORM TO ASTM A-572 OR A-992 GRADE 50 AND 'THE SPECIFICATION FOR DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS" BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, INC. RETANGULAR, SQUARE OR ROUND HOLLOW STRUCTURAL SECTIONS SHALL CONFORM TO ASTM A 500, GRADE B, Fy = 46 ksi. STEEL SHALL RECEIVE ONE SHOP COAT AND ONE FIELD TOUCH UP COAT OF APPROVED PAINT, EXCEPT WHERE GALVANIZING IS INDICATED ON THE DRAWINGS. CONNECTIONS SHALL BE DESIGNED BY AN ENGINEER, EMPLOYED BY THE CONTRACTOR OR HIS SUB CONTRACTOR, REGISTERED IN THE JURISDICTION OF THE PROJECT, AND SEALED CALCULATIONS SHALL BE SUBMITTED TO FOR FOR REVIEW AND APPROVAL. STEEL FABRICATOR SHALL VERIFY THAT CONNECTION DETAILS SHOWN ON THEIR DRAWINGS CORRESPOND WITH THE REQUIREMENTS OF SAID CALCULATIONS. SHOP CONNECTIONS TO BE WELDED (UTILIZING E70XX ELECTRODES) AND FIELD CONNECTIONS TO BE BOLTED, UNLESS OTHERWISE NOTED ON STRUCTURAL DRAWINGS OR OTHERWISE APPROVED BY EOR. BEAM CONNECTIONS TO TUBE COLUMNS SHALL BE A.I.S.C. THRU-PLATE TYPE, UNLESS SHOWN OTHERWISE. BOLTED CONNECTIONS SHALL CONSIST OF MINIMUM 3/4 INCH DIAMETER ASTM A 325-SC HIGH STRENGTH BOLTS. BEAM CONNECTIONS SHALL BE DESIGNED BY THE FABRICATOR FOR THE REACTIONS SHOWN ON THE PLANS. IF NOT SHOWN, THE FABRICATOR SHALL DESIGN THE BEAM CONNECTIONS TO SUPPORT AN END REACTION OF W/2 KIPS FROM THE TABLES IN PART 2 "ALLOWABLE UNIFORM LOADS IN KIPS FOR BEAMS LATERALLY SUPPORTED" OF THE MANUAL OF STEEL CONSTRUCTION (9TH EDITION), BUT CONNECTIONS SHALL NOT HAVE LESS THAN 2 ROWS OF BOLTS. ANCHOR BOLTS SHALL CONFORM TO ASTM A 307 OR A 36 (THREADED ROD). WHERE BEAMS ARE FRAMED INTO EMBEDS IN CONCRETE OR MASONRY CONSTRUCTION, THE FABRICATOR SHALL CONSIDER THE EFFECT OF ROTATION OF THE BEAM AT THE CONNECTION UNDER APPLICATION OF DEAD LOAD DURING CONSTRUCTION AND SHALL ACCOUNT FOR SUCH ROTATION IN THE DESIGN OF CONNECTION AND IN CONSTRUCTION SEQUENCE. BOLTED CONNECTIONS SHALL BE VISUALLY INSPECTED. TWENTY FIVE PERCENT OF BOLTED CONNECTIONS SHALL BE TESTED. SEE WELDING NOTES FOR TESTING REQUIREMENTS AT WELDED CONNECTIONS. ANCHOR RODS SHALL BE ASTM F1554 GRADE 55 THREADED AND HEADED RODS. ABBREVIATIONS AB - ANCHOR BOLT K - KIP(s) ALT - ALTERNATE KIP(s) - 1000 POUNDS APPROX - APPROXIMATELY KLF - KIPS PER LINEAR FOOT ARCH - ARCHITECT KJ - CONSTRUCTION JOINT ARCH'L - ARCHITECTURAL L - ANGLE B/ - BOTTOM OF LG - LONG BC - BOTTOM CHORD LLH - LONG LEG HORIZONTAL BLDG - BUILDING LLV - LONG LEG VERTICAL BM - BEAM LP - LOW POINT BOTT - BOTTOM LW - LONG WAY BRG - BEARING MFR - MANUFACTURER C/C - CENTER TO CENTER MAS - MASONRY CIP - CAST IN PLACE MO - MASONRY OPENING CJ - CONTRACTION JOINT MAT'L - MATERIAL CL - CENTERLINE MAX - MAXIMUM CLR - CLEAR MECH'L - MECHANICAL CMU - CONCRETE MASONRY UNIT MTL - METAL COL - COLUMN MIN - MINIMUM CONC - CONCRETE MISC - MISCELLANEOUS CONFIG - CONFIGURATION NS - NEAR SIDE CONT - CONTINUOUS NIC - NOT IN CONTRACT CONTR - CONTRACTOR NTS - NOT TO SCALE CTR - CENTER OC - ON CENTER DBL - DOUBLE OH - OPPOSITE HAND DET - DETAIL OPNG - OPENING DIA - DIAMETER PAF - POWDER ACTUATED FASTENERS DIM - DIMENSION PART - PARTITION ON - DOWN PART'L - PARTIAL DR - DOOR/DRAIN PCJ - PRECAST CONCRETE JOIST DWG - DRAWING PL - PLATE EA - EACH PLF - POUNDS PER LINEAR FOOT EE - EACH END PSF - POUNDS PER SQUARE FOOT EF - EACH FACE PSI - POUNDS PER SQUARE INCH EJ - EXPANSION JOINT PT - POST TENSIONED/PRESSURE TREATED EL - ELEVATION R - RISER/RADIUS ELEV - ELEVATION/ELEVATOR REG - REGULAR ENGR - ENGINEER REINF - REINFORCING FOR - ENGINEER OF RECORD REM - REMAINDER EOS - EDGE OF SLAB REQ'D - REQUIRED EQ - EQUAL REV - REVISED/REVISION EW - EACH WAY RM - ROOM EXIST - EXISTING RO - ROUGH OPENING EXP - EXPANSION RQMTS - REQUIREMENTS EXT - EXTERIOR SCHED - SCHEDULE FIN - FINISH SECT - SECTION FLR - FLOOR SIM - SIMILAR FND - FOUNDATION SL - SLOPE FOM - FACE OF MASONRY SOG - SLAB -ON -GRADE FS - FAR SIDE SP - SPIRAL FT - FOOT SQ - SQUARE FTG - FOOTING SS - STAINLESS STEEL GA - GAGE STD - STANDARD GALV - GALVANIZED STL - STEEL GC - GENERAL CONTRACTOR STRUCT'L - STRUCTURAL GT - GIRDER TRUSS SW - SHEARWALL/SHORT WAY HC - HOLLOW CORE T/ - TOP OF HCP - HOLLOW CORE PLANK TB - TIE BEAM HDG - HOT DIPPED GALVANIZED TC - TIE COLUMN/TOP CHORD HG - HIP GIRDER TEMP - TEMPERATURE HK - HOOK TJ - TIE JOIST HORIZ - HORIZONTAL T/O - THRU OUT HP - HIGH POINT TR - TREAD/TRUSS HS - HIGH STRENGTH TYP - TYPICAL IJ - ISOLATION JOINT UNO - UNLESS NOTED OTHERWISE INFO - INFORMATION VERT - VERTICAL INT - INTERIOR W/ - WITH IRR - IRREGULAR W/0 - WITHOUT JR - JAMB REINFORCING WD - WOOD JT - JOINT WP - WORK POINT WWF - WELDED WIRE FABRIC THE02 FLU.^I'S AND ALL PROPOSED VIORiK ARE SUS-JECT TO ANY C0RRXC i0N3 RECUIRED BY FE�IMSPECTOFS THAT L.AY r E frEC_0SAPINY iw Ofs `n-R TO CG1;0LY VI'i zz 1 ALL k i=L2"n E CODES. r �4 DRAWING INDEX DWG NO. DESCRIPTION 1 S1.0 STRUCTURAL NOTES, ABBREVIATIONS 2 S2.0 FOUNDATION/DEMO PLAN 3 S2.1 BEAM REINFORCING/ROOF FRAMING PLAN 4 S3.0 SECTIONS & DETAILS 5 S3.1 SECTIONS & DETAILS 6 . R. 7 R WORLDWIDE ENGINEERING INC %O w Y a Z a w m W �(D Q V) 0) N m N o ~ Q zp1 Za W im U 0 C" aOm z Q a M L� J U N CL o Z = _j a" rm U .. w J Q WOO inLid = W c0>a J. 00 �o C LLJ 0 0 LLB low Q Q m J — IM o �Ofrn >� M z LLI J LL_J 00 W U COCn U WIwJ Cn U rn :D01- J O _ V ) (O// N d L 1_ U) U w O w O CL IL H z w 0 0 V EL 0 IN z 0 z O o � J Ld m w w � o Q o z © MAY '1 5 THIM P s u n raaww SWM MsM ME Tic Ps m OF mmo mews a mm wmN m PA w aPiOUOnow o6dmm m IRE eFr®F N � OR N PNe a WRIMY PIO- ame anger wma pamossm CERTIFICATE OF AUTHORIZATION NO. 27322 COMM. NO: 100213VB 2011 South 25th Street, Suite 211 DATE: 19 NOV, 2015 FORT PIERCE, FL 34947 BY: DAB PHONE: (772) 466-3773 CH'KD: DOC ® 2015— TRC Woridwide Engineering, Inc. All rights reserved. www.trcww.com TO THE BEST OF MY KNOWLEDGE AND ABILITY, THE COMPLETED STRUCTURE DEPICTED ON THESE PLANS COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODES. FILE No. 14FTPO19 SHEET NO. I OF - 51.0 1. CAUTION EXISTING CONSTRUCTION NEEDS TO BE VERIFIED — SEE STRUCTURAL NOTES. " J 2. REMOVAL OF EXISTING SLAB SHALL BE DONE BY SAW CUTTING AND THE BOUNDARY LOCATION SHALL BE DONE CONSIDERING EXISTING CONTRACTION JOINTS. REPLACEMENT 4" CONC SLAB SHALL BE REINFORCED W/FIBER MECH AND HAVE CONTRACTING JOINTS AS REQUIRED. a� rA 0 Of WORLDWIDE ENGINEERING INC. CERTIFICATE OF AUTHORIZATION NO. 27322 2011 South 25th Street, Suite 211 FORT PIERCE, FL 34947 PHONE: (772) 466-3773 ® 2015— TRC Worldwide Engineering, Inc. All rights reserved. www.tmww.com TO THE BEST OF MY KNOWLEDGE AND ABILITY, THE COMPLETED STRUCTURE DEPICTED ON THESE PLANS COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODES. FILE No. 14FTPO19 © MAY '15 THESE Puns AND THE INEUREMI SHOWN HERON ME THE AMiMf Q alm wnn6w mmm NERR S. PA NO 1039WlMOK ObpAA 0 OR tRE: SINNT! w NINE OR N w s 061L y PRD- Ifenm NIIIIONT INTON POWSION. COMM. NO:100213VB DATE: 19 NOV, 2015 BY: DAB CH'KD: DOC SHEET NO. OF — 52.0 LL O a a� 5 U Q N d V co N N N BEAM REINFORCING SCALE: YB"=1'-0" 1. CAUTION EXISTING CONSTRUCTION NEEDS TO BE VERIFIED — SEE STRUCTURAL NOTES. FRAMING PLAN LL PROPOSM WORK NY CORRECT!CNC INSPECTOPS THAT 4XY IN URNM TO PrLli - I CODES. CfL WORLDWIDE ENGINEERING INC. CERTIFICATE OF AUTHORIZATION NO. 27322 2011 South 25th Street, Suite 211 FORT PIERCE, FL 34947 PHONE: (772) 466-3773 0 2015— TRC Worldwide Engineering, Inc. Al] rights reserved. www.trcww.com TO THE BEST OF MY KNOWLEDGE AND ABILITY, THE COMPLETED STRUCTURE DEPICTED ON THESE PLANS COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODES. FILE No. 14FIP019 NOV 1 9 2015 W 0 O w m m Q Q 0 m m J LL- M M z I` W 00 U CO Lei U Ll_I N J M N O J Lo N d H U LLJ O w O EL Lr_ N z O W W F a 0 0 z © MAY '15 THESE PUkNS µD THE INFORM WON SHOWN 14MM IRE THE wear OF mm OwmD 9NOEr ffim W. PA AND REP MCWKS. OVA M OR IRE NOR N R DPO6W.Y PIO- HIRED WRIWur REFDFEINR90N, COMM. NO:100213VB DATE: 19 NOV, 2015 BY: DAB CH'KD: DOC SHEET NO. 52.1 OF — EXIST TIE BEAM EL +13'-4" T/T1E BEAM B" 1 6. 1— -- — (2)#5 DOWELS IN EPDXY GROUT IN J"O HOLE x5" ° 1 a i' NEW CONC COL @ SEE , SCHEDULE 1___a4_1 - FOR REIENF . I O EXIST BEAM EL +13'-4" `T T/TIE BEAM EXIST CMU 6" TO MISS SCALE: %"= l'-0" JOINTS (CJ) FTG J 0 5'-0" BELOW r — — — — —, C/C I I I I I AI A L------ FORMER f WALL L EXISTING-? VISQUEEN - SUP SHEET NEW FTG - SAW CUT EDGE UNDER POUR TO REPLACE ANY LOST SOIL T DETAIL SCALE: NTS IN EPDXY GROUT W/J"x6" HOLE TYP -WEST WALL (OH 0 EAST COL02 1'-4" EXIST COL COLA w _J a 1/ 3'-4" CL Z SIM HOOKED m w A DOWELS Q = cn N 04 O r. a - -- <-_, (2)#5 T&B NEW EXIST Q O N tD Lei M M " d ° " ul 1- Q d i DD 8x1 Z a S -0a, C, ILz O N J L-----� _. Q a.----.—^� a. .. _ ..e. .. d h jn _j _ Q (V ° U D_ U� e d e W iuitil ,' G e e G _' e a .a I D m W ftl�Ws. J Q O Z e1 <' 0 d LAWO= l0 % d Q "e `-ADD NEW FTG ~ U fN a 1 b N AIM HOOKED DOWEL of Q a i J .EN S E '�� v0jju ! * O i .... 2'-0R 1 O y �?, N ?,//....... S I ON % 1 REMOVE & REPLACE SLAB AS REQUIRED EL +0'-0" T/SLAB OFFSET BASE PL AN FOR EXIST DROP SLAB POUR OF --L SIZE FTG COVER BASE PL W/GROUT EL -l'-4' T/FTG GROUT J"O BOLTS IN EPDXY GROUT IN J"O HOLE x 7" DEEP _ COLUMN 2 BASE CONNECTION AT EXISTING FTG 53.0 SCALE: Y4"= 1'-0" TS5x5xi" 11x11xi" STEEL BASE PL W/(4) IV �" AB EXISTING &REPLACE EXISTING SLAB AS 1" LEVELING NEEDED GROUT T/FTG ° TRANS EXIST FTG ^d d.' w ° #5 DOWELS IN EPDXY GROUT IN #5 CONT I 1 1-0" c 2'-6" 1'-0" J"p x 5" HOLE (TYP) 16' OC SCALE: %"= l'-0" VERIFY EXT TO CLEAR EXIST WF (TYP) oEL +13�'-4"_ 1 I I T/TY IE BEAM THRU BOLTS EL +11'-10" 0 0 0 0 COL 2Q 1 -4" COL Q TYP COL TYP COL WEST BM i LINE - 3 TYP +4'-0" + '- " �6 +8'-0" +6'-0" ° ° EAST BM +9'-0" LINE PL 4"xj"xl'-4"t W/(2) �" THRU BOLTS O EXISTING JOIST - AND STEEL DECK EL +13'-4" T/TIE BEAM TYP.i---rTJ' 2" DRY PACK - GROUT TO FULL BEARING NEW STEEL COLUMN � EXISTING BLOCK WALL EXISTING 8"X16" L __ 7 Zi-L CONC. BEAM C-CHANNEL EACH SIDE W/ 5 8" DIA. THRU- BOLT AT 12" O.C. STAGGERED. " EL +11'-10" 10"X16"W X 1 1/4" CAP PLATE O THE, ,%A;t 1S AND All PROP0$?D 61/O°ITS f,.RE SUNJECT TO ANY COPREC's';Ct,1 RZC'UJRED aY FlrL0l11SPECTOPS'i iAT C.wY CE 1,[11 ^204-Alr4y N ORDEN TO CV M1'4i S Y L"f1_fll A:! ;:.P;=L2AaC CM28. FILE Copy �lRC(R WORLDWIDE ENGINEERING INC LJJ O W I Q Q m O J _ tL � �jv M m z W �DL� Waf� 00 Um w V / U WIw0 En 0 J w V) �— cn LL V)Na U W o cr_ O L� z z 0 W a 0 0 z CERTIFICATE OF AUTHORIZATION NO. 27322 COMM. NO: 100213VB TIE BEAM 2011 South 25th Street, Suite 211 FORT PIERCE, FL 34947 DATE: 19 NOV. 2015 BY: DAB SCALE: 4"= l'-0" PHONE: (772) 466-3773 CH'KD: DOC 0 2015— TRC Worldwide Engineering, Inc. All rights reserved. wwwAmww.com TO THE BEST OF MY KNOWLEDGE AND ABILITY, THE COMPLETED STRUCTURE DEPICTED ON THESE PLANS COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODES. FILE No. 14FTP019 W" 0 LL LL U 0 N V LO O N w m 3 0 N O ' O LL 1— LL _V U rr F- F ❑ U m a J 0 0 K rn 0 o_ ♦— LL 'v 0 U N 2 _d X-BRACING ADD VERTICAL TO COPE ANGLE AS STANDSTAND OFF NEAREST PAL REQUIRED PL3"txj"x3"t L2x2xj" 0 TYP. 2„ POINT (TYP) 5"t C/C JOIST L3x3xj" 05" t C/C THIS IS IN ADDITION TO REWORKING BRIDGING SHOWN ON 4/A-6 TS30411 5" t C/C 10 +12'-5" 12x22 1-2x24" 1 ROW X-BRACING EA SIDE W18 W8x18 SPLICE AT APPROX MID SPAN HANGER & PROVIDE ALIGNMENT PL LEXIST TB7 (2) 8"O BOLTS IN EPDXY - GROUT IN J"0x6" HOLE W12x22 O BRIDGING 12"xj"x1'-O" a EL +12'-5" EL +12'-0" B TIE BM STAND OFF PL 6"xj"x4" W/(2) J"6 BOLTS ESL +10'-0" 90 E7 C8x11 A _ A J"o 01 STAi W' STANv VI o l 4"4"xO'-8" W/(2) J" 0 BOLTS O SCALE: %"= 1'-0" nr SCALE: Y4"= 1'-0" FA1 EL +13'-4" C12---� PL4"x1 "x1'-3'1 +11'-10" E� STAND OFF 4"xJ"xO'-6" V — � TIE BEAM C12 THRU BOLTS `r A 8 EXIST 0 0 COL 4" 5" SECTION C12x30 0 (4) g"0 BOLTS IN EPDXY GROUT SECTION PLAN O '041CONN OF C12 TO EXIST COLUMN EXIST TIE BEAM EL +12'-4" T/TIE BEAM i"4"xO'-8" ?) 8"o 'S 2 TO EXIST TIE BEAM SCALE: %"= 1'-0" SCALE: 4"= THIn',I,r PLANS AND ALL SI'�C,,0DSM WOU P:RE Si1RuCCT TO AiJY CC3','�dEC f-p.10 RLCllIRED DY FlaLD "'ISPECTOPS T1�;:'AT [�;AY Cti NE-C-70SAXY IN M191 TO Cu GrP;Y !!ii1ALLA PUO ALE CODES, i cn' WORLDWIDE ENGINEERING INC. CERTIFICATE OF AUTHORIZATION NO. 27322 2011 South 25th Street, Suite 211 FORT PIERCE, FL 34947 PHONE: (772) 466-3773 0 2015 — TRC Worldwide Engineering, Inc. All rights reserved. www.tmww.com TO THE BEST OF MY KNOWLEDGE AND ABILITY, THE COMPLETED STRUCTURE DEPICTED ON THESE PLANS COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODES. FILE No. 14FTPO19 w Y a Z a w m LL a O to V) a) N m N o a F- Zp 1 Z W S OWE I- z E"O� R -< -j N U (L H LLI J Q v Z = U rm j Ja L; OfOZ L0w= W > D.- En H w U a w U O 2 U a < Q za �p N" 0 SSIONP�. L1J O Ld Q Q 0 m J LL r7 F� Z W M LL- Llj U m U LLi Of U w � J V / O F- O J1Of F- ) to Of N LL H U W O o: x O a. l` V1 Z 0 V1 LLI CC Lr LJ Q O Z (D MAY '15 THESE PLMS MD THE INF WIION SHOWN l CN ME T pwrem OF LDORU Dmaw NOW ACHREC A PA AND ROMOM) ON% DOMOSM6 OR WE TNI®F N w OR W PWe a IXPR®LY PRD- IBIm W"mur wzmN Pk1eR9" COMM. NO:100213VB DATE: 19 NOV, 2015 BY: DAB CH'KD: DOC SHEET NO. 53.1 OF - 61G15-32.004 DESIGN OF WATER BASED FIRE PROTECTION SYSTEMS. (1) WATER BASED FIRE PROTECTION SYSTEMS INCLUDE, BUT ARE NOT LIMITED TO, AUTOMATIC SPRINKLER SYSTEMS OF WET, DRY, FINE WATER SPRAY (MIST), MANUAL AND DELUGE VALVE CONTROLLED TYPES, PUMPING SYSTEMS, STANDPIPES, FIRE WATER MAINS AND DEDICATED FIRE PROTECTION WATER SOURCES. (2) TO ENSURE MINIMUM DESIGN QUALITY IN FIRE PROTECTION SYSTEM ENGINEERING DOCUMENTS, SAID DOCUMENTS SHALL INCLUDE AS A MINIMUM THE FOLLOWING INFORMATION WHEN APPLICABLE: (A) THE POINT OF SERVICE FOR THE FIRE PROTECTION WATER SUPPLY AS DEFINED BY SECTION 633.021(18), F.S. THE POINT OF SERVICE AND FIRE DEPARTMENT CONNECTION IS LOCATED ON SHEET F2.1 (8) APPLICABLE NFPA STANDARD TO BE APPLIED, OR IN THE CASE WHERE NO SUCH STANDARD EXISTS, THE ENGINEERING STUDY, JUDGEMENTS, AND/OR PERFORMANCE BASED ANALYSIS AND CONCLUSIONS. NFPA 13, 2007 EDITION, INSTALLATION OF SPRINKLER SYSTEMS NFPA 24, 2007 EDITION, INSTALLATION OF FIRE SERVICE MAINS. (C) CLASSIFICATION OF HAZARD OCCUPANCY FOR EACH ROOM OR AREA. SYSTEM DESIGNED PER NFPA 13 FOR LIGHT HAZARD USING A .10 DENSITY FOR THE MOST REMOTE 1500 SQ. FT. AREA WITH 130 SO. FT. MAX. SPACING. (D) DESIGN APPROACH, WHICH INCLUDES SYSTEM TYPE, DENSITIES, DEVICE TEMPERATURE RATING, AND SPACING FOR EACH SEPARATE HAZARD OCCUPANCY. SPRINKLER SYSTEM TO EXTEND INTO ALL AREAS IN ACCORDANCE WITH NFPA 13 ORDINARY HAZARD, LISTED AND APPROVED UPRIGHT (5.6 K-FACTOR) SPRINKLER HEADS TO BE PROVIDED. HEADS SHALL BE RATED AT 155 DEGREES F. (E) CHARACTERISTICS OF WATER SUPPLY TO BE USED, SUCH AS MAIN SIZE AND LOCATION, WHETHER IT IS DEAD-END OR CIRCULATING; AND IF DEAD-END, THE DISTANCE TO THE NEAREST CIRCULATING MAIN, AS WELL AS ITS MINIMUM DURATION AND RELIABILITY FOR THE MOST HYDRAULICALLY DEMANDING DESIGN AREA THE WATER SUPPLY FOR THIS SPRINKLER SYSTEM IS PROVIDED BY A 12 INCH CIRCULATING PUBLIC WATER MAIN. THE DURATION FOR THE MOST REMOTE HYDRAULICALLY DEMANDING AREA IS 100 G.P.M. FOR 60 MINUTES. (F) WHEN PRIVATE OR PUBLIC WATER SUPPLIES ARE USED, THE FLOW TEST DATA, INCLUDING TIME AND DATE OF TEST, WHO CONDUCTED THE TEST OR SUPPLIED INFORMATION, TEST ELEVATION, STATIC GAUGE PRESSURE AT NO FLOW, FLOW RATE WITH RESIDUAL GAUGE PRESSURE, HYDRANT BUTT COEFFICIENT, AND LOCATION OF THE TEST IN RELATION TO THE HYDRAULIC POINT OF SERVICE. SEE HYDRANT FLOW TEST ON THIS SHEET. (G) VALVING AND ALARM REQUIREMENTS TO MINIMIZE POTENTIAL FOR IMPAIRMENTS AND UNRECOGNIZED FLOW OF WATER. THE FIRE SPRINKLER RISER FOR THE BUILDING WILL BE EQUIPPED WITH A WATER FLOW SWITCH WITH A LOCAL ALARM AND OFF -SITE MONITORING. (H) MICROBIAL INDUCED CORROSION (MIC). THE ENGINEER OF RECORD SHALL MAKE REASONABLE EFFORTS TO IDENTIFY WATER SUPPLIES THAT COULD LEAD TO MICROBIAL INDUCED CORROSION (MIC). SUCH EFFORTS MAY CONSIST OF DISCUSSIONS WITH LOCAL WATER PURVEYOR AND/OF FIRE OFFICIAL, FAMILIARITY WITH CONDITIONS IN THE LOCAL AREA, OR LABORATORY TESTING OF WATER SUPPLIES. WHEN CONDITION ARE FOUND THAT MAY RESULT IN MIC CONTAMINATION OF THE FIRE PROTECTION PIPING, THE ENGINEER SHALL DESIGN CORRECTIVE MEASURES. BASED ON DISCUSSIONS WITH THE LOCAL WATER UTUTIES, THERE HAVE BEEN NO INDICATIONS OF M.I.C. (1) BACKFLOW PREVENTION AND METERING SPECIFICATIONS AND DETAILS TO MEET LOCAL WATER PREVENTER REQUIREMENTS INCLUDING MAXIMUM ALLOWABLE PRESSURE DROP. THE BACKFLOW PREVENTION DEVICE ASSEMBLY AND METERING EQUIPMENT WILL MEET THE REQUIREMENTS OF THE LOCAL WATER PURVEYOR. (J) QUALITY AND PERFORMANCE SPECIFICATIONS OF ALL YARD AND INTERIOR FIRE PROTECTION COMPONENTS. ALL NEW YARD AND INTERIOR FIRE PROTECTION EQUIPMENT SHALL BE U.L. LISTED AND F.M. APPROVED. (3) CONTRACTOR SUBMITTALS WHICH DEVIATE FROM THE ABOVE MINIMUM DESIGN PARAMETERS SHALL BE CONSIDERED MATERIAL DEVIATIONS AND REQUIRE SUPPLEMENTAL ENGINEERING APPROVAL AND DOCUMENTATION. THE SUCCESSFUL FLORIDA LICENSED FIRE PROTECTION CONTRACTOR SHALL SUBMIT FIRE PROTECTION SHOP DRAWINGS AS NEEDED TO FULFILL THE REQUIREMENTS FOR A FIRE SPRINKLER PERMIT. (4) IN THE EVENT THE ENGINEER OF RECORD PROVIDES MORE INFORMATION AND DIRECTION THAN IS ESTABLISHED ABOVE, HE OR SHE SHALL BE HELD RESPONSIBLE FOR THE TECHNICAL ACCURACY OF THE WORK IN ACCORDANCE WITH APPLICABLE CODES, STANDARDS, AND SOUND ENGINEERING PRINCIPLES. (5) THE UNDERGROUND AND INSIDE PIPING SHALL BE HYDROSTATICALLY TESTED AT 200 PSI FOR 2 HOURS PER 16.2.1 (6) THE FIRE PROTECTION CONTRACTOR SHALL COMPLY WITH CHAPTER 10 SECTION 10.2: A. ALL UNDERGROUND PIPING FROM THE WATER MAIN TO THE RISER SHALL BE COMPLETELY FLUSHED. THE FLUSHING SHALL CONTINUE FOR SUFFICIENT TIME TO ENSURE CLEANING, B. THE MINIMUM FLOW SHALL NOT BE LESS THAN: HYDRAULICALLY CALCULATED DEMAND INCLUDING HOSE STREAM ALLOWANCE, FLOW RATE AVAILABLE UNDER FIRE CONDITIONS. (7) ALL PIPING AND APPURTENANCES SHALL BE PRESSURE TESTED AT 200 PSI OR 50 PSI IN EXCESS OF SYSTEM PRESSURE, WHICH EVER IS GREATER, FOR A MINIMUM OF 2 HOURS WITH OUT ANY LOSSES. FIRE PROTECTION SCHEDULE ACCESSORIES SYMBOL RATING TYPE OIRIFICE ZE K-FACTOR FINISH SELECTION 1557 SEMI -RECESSED PENDENT 1/2" 5.5 WHITE WHITE ESCUTCHEON O 155'F BRASS UPRIGHT 1/2" 5.5 CHROME EQUIPT. GUARD 155'F BRASS UPRIGHT 1/2" 5.6 CHROMaEQUIPT. GUARD FIRE HYDRANT FLOW TEST DATA TEST DATE: 3-17, 1998 TEST BY: HYDRANT: LOCATION: STATIC PRESSURE RESIDUAL PRESSURE: FLOW: PITOT SIZE: HYDRANT LOCATION IS APPROXIMATLY 2000' N. OF JOB SITE XXX, FLORIDA XX PSI XX PSI 1062 GPM 2-1/2" FIRE PROTECTION SPRINKLER DESIGN 1. THESE DRAWINGS ARE INTENDED TO ILLUSTRATE THE DESIGN INTENT AND AID IN THE COORDINATION OF ELEMENTS OF A FIRE PROTECTION SPRINKLER DESIGN. THESE DRAWINGS DO NOT PROVIDE THE ENGINEERING OR THE DESIGN OF THE SYSTEM, 2. AS A REQUIREMENT OF THIS CONTRACT, THE SERVICES OF A PROFESSIONAL ENGINEER SHALL BE PROVIDED TO ENGINEER, DESIGN AND PERMIT THE FIRE PROTECTION SPRINKLER SYSTEM. THIS SPECIALTY ENGINEER SHALL BE THE ENGINEER OF RECORD. 3. THE DESIGN OF THE FIRE PROTECTION SPRINKLER SYSTEM SHALL BE PROVIDED IN ACCORDANCE WITH THE REQUIREMENTS OF THE AUTHORITY HAVING JURISDICTION AND THE APPLICABLE STANDARDS FROM THE NATIONAL FIRE PROTECTION ASSOCIATION (NFPA). 4. THE FIRE PROTECTION SRRINKLER DESIGN SHALL BE COORDINATED WITH OTHER ASPECTS OF THE BUILDING DESIGN INCLUDING, BUT NOT LIMITED TO, FIRE ALARM, ELECTRICAL POWER AND LIGHTING, REFLECTED CEILING, DUCTWORK, PLUMBING AND THE BUILDING STRUCTURAL SYSTEM. 5. THE FIRE PROTECTION SPRINKLER SPECIALTY ENGINEER SHALL BE AVAILABLE FOR COORDINATION MEETINGS, FIELD REVIEWS AND CONFLICT RESOLUTION PRIOR TO AND DURING CONSTRUCTION. 6. THE FIRE PROTECTION SPRINKLER DESIGN DRAWINGS SHALL BE SUBMITTED FOR COORDINATION PRIOR TO INSTALLATION OF THE SYSTEM. INSTALLATION WITHOUT COORDINATION WILL BE AT THE CONTRACTOR'S RISK AND REWORK OF THE SYSTEM SHALL BE PROVIDED WITHOUT ADDITIONAL COST. FIRE PROTECTION SYMBOL LEGEND FIRE PROTECTION SUPPLY PIPING SOLENOID VALVE WITH TAMPER SWITCH BUTTERFLY VALVE WITH TAMPER SWITCH FLOW SWITCH FIRE DEPARTMENT CONNECTION PIPING PIPE HANGER 0 POST INDICATING VALVE FIRE DEPT. CONNECTION XO HYDRAULIC REFERENCE NODE POINT OF CONNECTION EXISTING SPRINKLER HEAD TO BE REMOVED ABBREVIATIONS CONT. CONTINUATION ETR EXISTING TO REMAIN N NEW HEAD F FIRE FH FIRE HYDRANT FDC FIRE DEPARTMENT CONNECTION FS FLOW SWITCH GPM GALLONS PER MINUTE PSI POUNDS PER SQUARE INCH (WATER PRESSURE) PIV POST INDICATING VALVE R I RELOCATE HEAD TS I TAMPER SWITCH THFCS PLANS AND ALL PROPoSSD WOO ARE SUBJECT'0 k;dY corlIt- -;:CrJ3 REQUIRE BY FIELD 114SPECTORS THAT :;AY SE NE" NARY IN CRt?'t9 To CW:ai"'LY "'Fi°1 ALL ALPrL:0AL0LE CODES, FILE COPY Sims Wilkerson Cartier Engineering, Inc. 12124 High Tech Avenue - Suite 200 Orlando, Florida 32817 FL. CERT. OF AUT0-0400 FAXH. NO 60106� 14035 01,CCRY A. WILIMSON, P.E. 43167 7 KYLE J. CARTIER, P.E. 53269 0 ADAM S. LEVINE, P.E. 77010 0 JEFF A. KIRKMAN, P.E. 65629 0 SAMUEL R. ALEXANDER, P.E. 55422 } w Y a o z W _ W � 7 Q VD) N (n Q U O m NO M N 14) 00 a Hd T= I z U < O - CA O z � a J N V 4_2� �_ -1 a Z = U �m .. J a W =oz o =o W co > o_ V) H U < LLJ o In = U Ln � < o J a W 0 LLl O LLJ Q m O J M 4 M z LLI ::D�� W m L,i U W N J 0 J�(A F- 0 f!> N d L� H U W O o lY O CL LL L- w In N z It 0 � O N La a La LY rn LJ Q 0 0 z THESE PLANS AND THE INFOR MNI SHOWN HEREIN ARE THE PROPFANY OF EDWND ORRENS45 EBLILEY /PgYLE r, PA. mO REPRODUCRONS, omLOSORES OR OSE THEREOF IN WHOLE OR IN PWT IS EXPRESSLY PRO- HIBITED WRHOLT WREN PERMISSION. COMM. NO:100213VB DATE: 19 NOV 2015 BY: AD / JNR CH'KD: JFS SHEET NO. FP-0 OF — I. r W Z w m N �(0 r-� ---- ¢ c/Jm o N PIPING AND HEADS SERVING THE m Lo o Z L ATTIC WILL REMAIN. Z Q 0 p-LIJ rn Z a CL 00 a a J N r—� n F- Oa..=� _ U�, ALL PIPING AND HEADS WILL = Q w BE REMOVED AND NEW PIPING Z U >_ DO w AND HEADS WILL BE INSTALLED < 01 Q � TO COORDINATE WITH NEW J Z �O CEILING HEIGHTS. (TYPICAL) � j � 1 `t-- L Z V) ]MEIN- -- = ui 11 w v II il i-_-------_ 5----� o 7 7 I-- -----------;---- �_ J) --� II ---=--------I- ---- ��II II II----- - `------- = Q F 11 ill I 11 0 o --.rI 1 II Q -� - ------ ------ IL r _ — — — — — - - - 7--------�--- ----�---- -- ==T= _—_—_� ----- ��------==r�===T� _ ---�_ - -- -- II III 1 ` - - - - - ---Ilr-�---------I I I 1-�f L------_ �- �fi -----_J _E1-�TrI I I I tiI II I I I J j\ l III I I 1 J N N I i II I i nI I W 11 1011 \ --_ - -- 1----I�-- ---- - --- - ----- r=-I--� --- �— 1-- I L -� -- \_ 7---- -�- -�- LZ �/ . �. 1= =-� - � -- = - ---�---- - , IIII \A _� --- _ �I , -_�� �� V II L_-I------�� 1 x LI t�l - - - -�L—� Q ---x IL (_JI �I I1 Q n -------- --T - 1-iI 1 II LL _��_, LL _i■I� i II H r 11 TO F-m ---- ----- 1[ -- r-- -- III -- 1---� > �� -� --- L- III 11I II �>� --- _ z� ---�-7 --- J------� IT--- — — — - o 0 111 11 0 ----�- - -- 1,1 - T _ -==� 1 __I__ mJ-__ �I III j 11 W �°'U 1 II CAP PIPING. _ ----- III II (� wN� FfE f�----- 1 II 11 �11 II 1 111 1 II l UU1 11 II IIII 11 III IL NI III 111 II 1 J0 1 1 1 1�===-_ - II H--I HI III 1 II �, �, o — 1 � M 0 ILn � ----- I I I II q Y �I 7 m 7 f� `r Y 1 �� I I I � cn Na ------ ---- r-I ---- - --- -��I II 11 I� W ❑I II I `I IIII rfl-- ---- ---1� 1F 1 w 1 1 1 1 1 II II � _- - N 1 11 1 1 v __� -� I I 1 j1 �.,, , 1 �-�� 11--�r-s. 1�--�--------'------_- III IJ` 1 I�}- t 1I i o rr .1 rl_I�� - -- -' --- -- ----.V ---- _��- Ali. -.__gyp-- --� LLLCILI�T1,1 ------ L--- Q_ U_ -------L--=--- --�� IL==T=- \_ ----==-=��-- -- _____ __� � _ =- -_� _ == �_-__ - -____==---I= II f ---- j F3itESU8CCTTBY 0AiJYCOF�4CMtrCl'iffi 'al � kT II -- --- �/ --D it 1 --CT017,'S TN. ------- —� II �l yl �� -----� — �=� Car1l�!Y�Plfni"i�lALLJ' YiiGISP�C7�i15P-Mt TO �� ----- �+ F---- FL ---�I---r - -- ��1tu-_�___-I t- - - - - - _ _ 1 PIPING AND HEADS IN THIS AREA SHALL REMAIN. — — — — �I Fit a N z copr > 7ALL PIPING AND HEADS WILL w w BE REMOVED AND NEW PIPING °- Lr AND HEADS WILL BE INSTALLED TO COORDINATE WITH NEW 1 — PIPING AND HEADS SERVING THE rw- CEILING HEIGHTS. (TYPICAL) ATTIC WILL REMAIN. ���1����Iff///�/ a ,\\0, No. 53 69 _ — © EZB� '14 THESE PE S AND THE INFORMATION SHOWN HEREIN PRE THE 5 O '. / PROPERTY OF EDLUND IONS, DI BnkLEY ARCHREUSE `) PEA AND REPRODUCTIONS, IS EXURES LY USE F/ t� THEREOF IN NHOIf OR IN PIRTIS EXPRESSLY PAO- ` O y' HIBIIED WITHOUT WRITTEN PERMISSION. COMM. N0:100213V6 DATE: 19 NOV 2015 Sims Wilkerson Cartier BY: AD / JNR 1 DEMOLITION FLOOR PLAN -FIRE PROTECTION ;E;;t Engineering, Inc. CH'KD: JFB 1 /8 ° = 1 ' — 0' Orlando, Floridah 2817Aven-Suite 200 (407)3s0-WOFAX (407)3s0-5900 SHEET NO. FL.�C,!ERT. OF AUTH. NO. 6106 14035 cur= 4imF Wiikersan Coffee ' rY A. WII,KERSON, P.E. 43167 FP _ I M! S3gineCring ' KYLE J. CARTIER, P.E. 53269 p ADAM S. LEVINE, P.E. 77010 ❑ JEFF A. KIRKMAN, P.E. 65629 0 SAMUEL R. ALEXANDER, P.E. 55422 0 F - 11 11 o nq oflice of ire10 4- EXISTING FIRE RISER, re boo, qriC EXISTING PIPING AND HEADS IN THIS AREA SHALL REMAIN. �9 _I u `14 LQ — AR I_ 7111 - -� - - NEW FLOOR PLAN - FIRE PROTECTION 1/8" = 1'-0" EXISTING PIPING AND HEADS IN ATTIC SHALL REMAIN. Imm EXISTING PIPING AND HEADS IN ATTIC SHALL REMAIN, L IF 1� THE%C : rLh°i" AND ALL FROPOS7D WORK I;RZ .8Uk1oEOT TO ANY COR:REC T iORIG RZOUIRED 5Y FIELD ;idSPECTOF.S THAT iJ1.AY E.1v ftiEL0""SISA cY iN m: 3 TO C-.,'VCYUli''1ALLAPI "-L!C Aal,ECODES. REFERENCE NOTES - NEW Oi CONNECT NEW PIPING TO ATTIC PIPING SERVING SPRINKLER HEADS. FIELD VERIFY EXACT PIPE SIZE AND LOCATION, CONNECT NEW SPRINKLER PIPING INTO EXISTING, FIELD VERIFY EXACT LOCATION AND PIPE SIZE. GENERAL NOTES 1. ALL SPRINKLER HEADS SHALL BE CENTERED IN THE CEILING TILE. El F-1 F7 FILE CopV \\\,\ \\\�' j I CART % No. 5 269 Oy,F1 , Ice Ves `•... �pU' rv, tAJ, c¢ Sims Wilkerson Cartier w 1d �`��F - Engineering, Inc. 12124 High Tech Avenue - Suite 200 Orlando, Florida 32817 (407)380.0400 FAX(407)380-5900 FL. CERT. OF AUTH. NO.6106 14035 vF 'ims Wilkerson Certie — ❑ y A. WILKERSON, P.E. 43167 FftEV,3IiQ0%1B1t KYLE J. CARTIER, P.E. 53269 Or mco�w nrt ayb' '❑ ADAM S. LEVINE, P.E. 77010 ru+Tdo, V 1uz ��4l3Hi9!`i �N KI ❑ SAMUEL R. ALLEEXA D.E. R, P.E. 55422 Y a o z W m w cOD Q (n�0 U N CA w M M O o ~ Q Z� I Z Q o O-0) LJ CL0� Q L` J CA =ice Ua- O F J Ld Q u Z = �m U 0 LLj J a 0O ui W = W cg > n- CIO V a U W v � O = U N Q a Q J a w V) W O LLI o N LL 0 J m � � M 0 0 i' o' Z > M 0 0 Ji W Oo �mw U U/ W w � V / O O J of N cD F- n 0)d LL U LJ o O a LL F- wv) Nz �o N CL W > W CL EY rn W C o z z r� THESE PLANS AND THE INFORMATION SHOWN HEREIN ARE THE PRDPUM OF EDWND DRNEIEYS RNNLEY ARCHITEM, PA. AND REPRODUMONS• DISCLOSURES OR USE THEREOF IN YRWLE OR IN PW IS EXPRESSLY PRO- HIB D WITHOUT WRITTEN PERMISSION. COMM. NO;100213VB DATE: 19 NOV 2015 BY: AD / JNR CH'KD: JFB SHEET NO. 2P-2 OF -