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HomeMy WebLinkAboutBuilding PlansP I` ) ; 4 117 � NEW PROJECT TEAM® ARCHITECTS: ROYAL. ARCHITECTURE & DESIGN AA20000739 300-C ROYAL COMMERCE ROAD ROYAL PALM BEACH, PLORIDA 3341 1 PHONE:5G 1-798-0901 FAX:5G I-790-G804 D f'OMMER CE WAREHOUSE / OFFICE BLDG., FOR r F T PIER CE MECHANICAiPLUMBING/ ELECTRICAL ENGINEERS: INC: METRO DESIGN GROUP 283 1-A EXCHANGE COURT WEST PALM BEACH, FLORIDA 33409 PHONE:5G I -G89- 1770 FAX:5G I -G89-45 1 I 2 —� Flol I DESIGN CRITERIA CODES AND EDITIONS USED: FLORIDA BUILDING CODE 2001 FLORIDA PLUMBING CODE 2001 FLORIDA MECHANICAL CODE 2001 NATIONAL ELECTRICAL CODE 2002 NFPA 101 OCCUPANCY GLA551FIGATION: GROUP 5-5TORAGE CONSTRUCTION TYPE: TYPE IV UNPROTECTED SPRINKLED 6ENERAL BUILDIN6 LIMITATIONS: ALLOWED PROVIDED NO. STORIES - 4 2 AREA 32A00sf PER FLR 20,000 sf 15t FLR *AREA INCLUDES 4;504 sf 2nd FLR* MEZZANINE Ib00 sf 2nd FLOOR 2110d sf OCCUPANT LOAD: FIRST FLOOR 5TORA6E: 62 PERSONS FIRST FLOOR OFFICES: 14 PERSONS M8ZZANINE FLOOR: 14 PERSONS MAX 2 nd FLOOR 5TORA5E: 10 PERSONS TOTAL:100 PERSONS CAPACITY OF EXIT STAIR: 120 PER50N5 EXTERIOR BEARING WALLS - NC-; NO LIMIT ON PERGENTAOE OF OPENINGS (OVER 30'-0" TO PROPERTY LINES. EXTERIOR NON -BEARING WALLS - NG - NO LIMIT ON PERGENTA6E OF OPENIN65 (OVER 30'-0" TO PROPERTY LINES. ARRANGEMENTS AND NUMBER OF EXITS: MAXIMUM TRAVEL P15TANCE TO EXIT: ALLOWED PROVIDED 400' 232-7" MAXIMUM DEAD END CORRIDOR LENGTH: ALLOWED PROVIDED 50' 26'--l' MINIMUM EXIT AND MEANS OF E6RE% WIDTH: MINIMUM EXITS REQUIRED: (Ist FLR) 2 (MEZZ) I (2nd FLR) 2 MINIMUM WIDTH FOR EA. EXIT DOOR: REQUI PROVIDED 36" 36' MINI" STAIR WIDTH: REQUIRED PROVIDED 3(o" 361 EXIT SEPARATION (EQUAL TO BUT NOT LE56 THAN 1/2 BAY DIA60NAL): REQUIRED PROVIDED WAREHOU5E AREA 94'-2" MIN Ibb'-2" 015PLAY AREA 53'-10" MIN 100'--3" 5TAIRWAY PROTECTION: NONE (MEZZ) I HR ENCLOSURE (2nd FLR) STAIRWAY TYPE: OPEN INTERIOR (l'-E N TE R PHASE #1 STRUCTURAL ENGINEERS: PERMIT ENGINEERING SERVICES, INC. P.E. #55185 801 PIKE ROAD WEST PALM BEACH, fLORIDA 3341 1 PHONE:5G I-G89-3987 FAX:5G I -G89-0407 SHEET INDEX ARCHITECTURAL STRUCTURAL 'I C-1 COVER SHEET S-1 FOUNDATION PLAN SP-1 SITE PLAN & GENERAL NOTES S-2 MEZZANINE FLOOR FRAMING PLAN A-1 'Ist FLOOR PLAN S-3 ROOF FRAMING PLAN A-2 MEZZANINE FLOOR PLAN 8-4 SECTIONS & DETAILS A -a ROOF PLAN S-5 SECTIONS & DETAILS A-4 EXTERIOR ELEVATIONS 8-P.1 SECTIONS & DETAILS A-5 BUILDING SECTIONS S-7 PANEL REINFORCING DETAILS A-B WALL SECTIONS 8-3 PANEL REINFORCING DETAILS A-7 DETAILS & SCHEDULES & STAIRS & BATHS j i as17 -osG y FILE COPY Deli 'v fv? ELECTRICAL / PLUMBING / MECHANICAL E-1 SITE ELECTRICAL ST. LI;CIE COI.NTY FIRE DISTRICT E-2 1ST FLOOR -POWER / R.C. REG IENNT D FOR COMPLIANCE SUBJECT TO FIELD INSPECTION'S E-3 MEZZANINE FLOOR - POWER / R.C, SEE ELATE F` ION�s>IE T RE�TE�vED • E-4 ELEC. RISER DIAGRAM & SCHEDULES DATE: 12- 4 - oco MEP1 ROOF MECH./ELEC./PLUMB. PLAN MP-1 1ST FLOOR MECH./PLUMBING PLAN MP-2 MEZZANINE MECH./PLUMBING PLAN MP-3 MECH./PLUMB. RISER & SCHEDULES � f zLAF'RIL M61M 15, 2005 �naoN MAGIC" � W m I STEVEN J. BRUH co N " TO ANY re: ItANY MAN" menm ro" • mosrA w— W H z V d � LZ w tW O W I- O � U � w V Lu O O z LL ua u a � z 3 z '� oc Z z M Oho � M O c�,t) to fl w �02 Q 1 Lo a o Lb kA Oo CsFM PAIN DEG. 30, 2004 AS SHOUN ear c = I COVER SHEET PHASE •1 i �_ 25 200'-5" �11 12.-21l ro 11 411 1501-81, 4 14'-4" 211�011 0" CONC. FILLED STEEL ro" GONG. FILLED STEEL ZBOLLARD (Tyf-) 5. ALLNINC BOLLARD (TT-P) 'TYP) 6' 4-4. CORNER BOLL ARD I( ALL O.H. GARAGE DOOR C, C2 ", ------- ie • C2 l� C2 RECESS IN PANEL. 1 I )� . PER 0.1- .GARAGE UNIT 5A PC OR (TyP-) KNOCK -OUT PANELiA L GENERATOR r Li ROOM V 2 LAYERS OF 104OCK-OUT J-16"20GA. METAL E j 3 METAL 5TLV5 0 PANEL F1 1-2 1 STUD * Iro I' oc. I %'- MET -- T UZI WAREHOUSE I AIC. 1 1 1 �SEAL TO DECK (2) LAYER5 OF 1/2" 5TLO INa 61^113 TYPE X, STO OPEN TO / SWOT TO IBEAM rAGE LAYER OF No. 24 M56 STRUCTURE IV I-104 W4 OALV 5T. GOL COVER 2 L-5HAPED 5EcT KNOCK -OUT SEE 411 6 L JOIST STEEL GOLUMN PANEL 4 41 — A- '----$TEEL 5EAM STEEL COLUMN SEE 5EE 5TRUGT. PH65. STralct. LU I8xl2xr65 (Tyrd UJAREHOU5E x O 0 2 LAYERS OF CA. F I V5 IN Li f IN TYPE "X41 NOTE: UL. A55EMBLY X526 - 2 HOUR 2'- 0 EACH SIDE -1 EXTEND GOLUMN PROTECTION SERVICE SINK. ULO WP 1522 TO UNPEFZ51DE OF PECK/FRAMINe MEMBER SUS ZL j 10 1 COL. FfRERATING 0% @ i O WOMEN LL44 FIRE 5TOPPI 5EALANT FG—-OUT 231-5311 PANEL 4 COLUMN (E -IPZ;6z ZL ------ MEN UNIT *2 UNIT #3 UNIT*4 UNIT *5 tO DISPLAY SHOWROOM v WATER 5'IJJr SPACE (NO RETAIL (AING TYP) L — — — EMERGENCY SI-c" CLa WW. wI-LO WATER SPOIJER COOLER EMERGENCY EYE WASHER 4o'I WAND WA5W I ; I BASIN, 4 1 6'-011 40'-011 40'-011 401�011 -1 UNIT 49 1 1 01 E 1B A-5 A-1 7 51-0 — — — — — — STEEL COLUMN SEE -01 lo.-i.i 3--01, 30--4j" 1 LNE OF STRICT. Ouicals. 16 A COLUMN (k MEZZANINE (Typ.) ... ... - AIBOVE A-'T I— --- — — — — -- —1 --�) - ---- ------ CIOLUMN�l r tp -77-117= 04 4 11 ell rAL Hrc-"p 11 OPTIONAL LOCATION F&TRAUKE A"'C VLE- -il TYPICAL HANDICAP L I-WOUR 5 T'g L-0-1 SEPARATION WALL JUL REST ROOM. SEE A-2 ENcLosm— TYPICAL HANDICAP STAIR -1 ..... REST ROOM. ELEC. SEE A-2 ACCESSORY USE ACCESSORY USE W4 OFFICE AREA OFFICE AREA UD 0 F -0 NINE 7 US L LTC ri 74A `LOCATION KNOCK-OUT KNOCK -OUT Ic240C<-OUT PANEL ANF1. PANEL 51-oll 61-011 a"-0.. OUT KNOCK -OUT fcNOCK-OUT P J oll K PANEL PANEL RISERPANEL .1 A REE LAU_ G) SEWE R OA lo'-o"I 112'-0" 12'-O"l 4'�&Il lol- lol oll 11 6.1 10, ro 11 111-0 4'-roll 101-01 lol- 4--roll 12'-0" 4'- 11 14' -oll 1-0. 14 -0l. �1-01 3-0, 14'�oil 41�011 4--01'' 301.01, l I I , 'L-� 1� FILE COP 1 2-1; 1 - Of 26l-Ol' 201-01, 20'-0 20'-0" 201-01, 301-0ll 24'-0" 206'-0" 6FIRE 5TOPPIN5 i 5EALA14T i U GEILINC7 GEILIN6 RUN MTL. 5T1)D5 5EE FIN15H RUN MTL. 5TUD5 5EE FINISH TO BOTTOM OF SCHEDULE TO BOTTOM OF SCHEDULE STRUCTURE5TRUGTURE I / ON 2-LAYER5 50' TYPEIXI 61-45 112" 61 (5H5 ON 3-5/5' MTL. T(PEX ON MIN. 3-50' MTL. RUN MTL. 5TUD5 TL. 5 P5 5TUD5 BOTH SIDES 5TLV5 BOTH 51DE5 TO BOTTOM OF EOTH IDES PROVIDE STRUCTURE ALTERNATING MTL. DIAGONAL BRAGIN6 .... ..... . ------- @ 41,011 O/G OPTIONAL OPTIONAL OPTIONAL 112" 6H5 ON AGOI)5TIGALBATT AGOJ5TIGAL BATT — AGOIJ5TICAL BATT Z— MTL. 5TUD5 N51JLATION WABASE IN5ULATION R=II WALL BA5E INSULATION R= 11 IVA OA5E BOTH 51DE5 SEE FINISH SCHEDULE SEE FINISH OFFICE TO WAREHOUSE 5=-E FIN15H 5GHEDULE WALL BASE i FIN15H SCHEDULE FIRE 5TOPPiN6 FIRE STOPPING SEE SCHEDULE. SEALANT SEALANT - FIN151-Iff? FLOOR FINISHED FLOOR F N15H�D FLOOR F i / r FINISHED FLOOR J FIRE RATED WP1522 UL IDE516N No. )4(55 W4 WALL T`FE LUI3 WALL T"'TFE W2 WALL T*FE wi WALL T"Tj=E 2MC N m mc." w- . 1'4 1mnm%kml SCAR, w- . 1--0 a AM U20 . PO- w au"m OFT. ac" w- . 1--O` MEMOIR— MR WRWNINF�mffl TAP" WALL LEGEND: CONCRETE TILT -UP PANEL momf STUD WALL METAL FRAMW3 TO CEILING. --___ --- FUTURE STUD WALL METAL FRAMING STEVEN J. 5RUH APCWRB= No. I -L MAO MAND KAMr** ANK443 DICATM 'm fee-PrAGN= ey T" CqtmAwl RE 00W 5y N T 9 FIROMIny � T" lRM AID U6MCFWAT=,0V0LVW AND -VILOFM F R Uft OR AM k CO"=� a-�, CSPTC GRK ANWAWS"NPIDIE OF area M OR � iJSED 13y QY r)MCLOND TO NIT 60EV0ORATINR All4E0RftWK W OR 0ERWW440ffOTOUAQJTtW FkM "VWYAL mECM DE34 PS"WON AmTUFM ewt w— Ex" LL M Lu :z Lu -3 Q tu LL Lu =2111 2: )< �y U-) a cS <) -<s p" cJ U.) <3 Tzs � cOo -p o2 DRAUN CIFM PA'M DEC. 30,2004 SCALE AS SHOWN i I - MAX. TR.4 - DIST. TO ECSS CAP. EXIT . 232' 1" A �.JOGR ® (FROM 2ND �, 6" CONC. FILLED STEEL. ' ro CONC. FILLED STEEL mo RS.7N8 ,. ... _ - hEZAPNME t -_ - -.--- -- -. _-._... ..._. ; BOLLARD CTYP) ...... ._ __ 5'.AWNING BOLLARD (TYP) S' H. CORNER BOLLARD C P. / TYPJ ALL O.H. GARAGE DOORS ... :..... �'/ • •:: _•- •' ....• • I• • RECESS IN PANEL • •...... • EGM ®� P DOOR . , 7 IIIII r---_- I'le PERSONS a UNIT 5 L __ cENEP STAIR *2 U1A 1-IOUS • -_ 4/C. sroRA�E I/ I I LE ° ° WARE LASE CD °P O �e 04 UNIT UNIT •3vNA i r q S 0 OCCUPANT LOAD CALCULATIONS-ADMIN 1ST FL BASED ON THE FLORIDA NFPA 101 7.3.1.2 NUM SPACE LOAD FACTOR AREA OCC LOAD 1 STORAGE AREA 300 SF/PERS GROSS 18681 S.F. 62 PERSONS 2 3 OFFICE AREA DISPLAY AREA R 100 SF/PERS GROSS 300 SF/PERS GROSS 1444S.F.4 S 2909 S.F. 10 PE SO S PERSONS PERSONS 4 MEZZANINE 100 SF/PERS GROSS _ 1475 S.F. 14 PERSONS 6 .................. _.._ 7 TOTALS 24,509 S.F. 100 PERSONS • .... a UNIT "5 5' 4"ING CTYPJ III, f3NONE P.ECOL64 =_ STAIR $3 STUB -OUT g pU L-J ® FOR FUTURE FOR FiATU STAIR "I ACCESSORY USE ACCESSO U5E OFFICE AREA OFFICE 4 ---- P ti ---- O ECIM66 CAP. ECnRESB CAP. o DOOR . • DOOR . ® 340 PERSONS 340 PERSONS �. \\'j - — —j "-L � L= W.4wa5 CAP. . DOOR . 110 FILE COPY ARRAN&EMENT5 AND NUMBER OF EXITS: Gd6E5 AND EDITIONS USED: MAXIMUM TRAVEL DISTANCE TO EXIT: �. s FLORIDA BUILDING CODE 2001 ALLOWED' PROVIDED FE.�y� PLAN FLORIDA PLUMBING CODE 2001 _ FLORIDA MECHANICAL CODE 2001 WALE, Ire^ , I'-m" NATIONAL ELECTRICAL LODE 2002 MAXIMUM DEAD END CORRIDOR LEN6TH: NFPA 101 GGUPANGY CLASSIFICATION: GROUP 5-5TORA6E ALLOHED PROVIDED 50, 26-," LIFE SAFETY SYMBOLS LEGEND CONSTRUCTION ON$ TYPE: TYPE IV UNPROTECTED 5PRINK D P1 MINIMUM EXIT AND MEANS OF EGRESS HIDTH: MINIMUM EXITS REQUIRED: (Ist FLRJ 2 (MEZZ) I N�RAL BUILDING LIMITATIONS: (2nd FLR.) 2 ONE HOUR FIRE RATED HALL. ALL OPENIN65 b MECH. ELEG. 8 PLUMB. PENETRATIONS ALLOHED PROVIDED MINIMUM HIDTH FOR EA. EXIT DOOR: ARE PROTECTED TO MAINTAIN THE'INTE6RITY OF THE FIRE RATING OF THE HALL O. 570RIE5 I 4 ` 2 REQUIRED PROVIDED FRAMED PARTITIONS ......... .UL DE516N NO. U465 OR ARCHITECT APPROVED EQUAL 36" 36' CONCRETE HALLS......... SEE SHEET 1-5-3 FOR DETAILS RE�I 32,0005f PER FLR 20000 5f 15t FLR 4,509 5f 2nd FLR* MINIMUM STAIR HIDTH: :_- THO HOAR FIRE RATED WALL. ALL OPENINGS d MECH., ELEG., 4 PLUMB. PENETRATIONS 'AREA INCLUDES ARE PROTECTED TO MAINTAIN THE INTEGRITY OF THE FIRE RATIN6 OF THE WALL MEZZANINE IbOO sf REQUIRED PROVIDED FRAMED PARTITIONS .......... 6YP5UM A550G. No IAPI522 OR ARCHITECT APPROVED EQUAL 2nd FLOOR 2gOq sf 361. 36" ``' PRIMARY MEANS OF EGRESS OGGL PANT LOAD: EXIT SEPARATION (EQUAL TO BUT NOT LE55 "� Al FIRST FLOOR STORAGE. 62 PERSONS THAN 12 BAY DIAGONAL / : ) EE , EMERGENGY E5GAPE FIRST FLOOR OFFICES: 14 PERSONS PROVIDE 516NA6E 5TATIN6 'EMER&ENGY RESCUE - KEEP CLEAR' iMEZZANINE FLOOR: 14 PER5ON5 MAX 2 nd FLOOR 5TORA6E: 10 PERSONS REQUIRED PROVIDED EMERGENCY EXIT LIGHT -SEE SHEET A-q FOR LOCATION GAPAGITY TOTAL: 100 PERSONS EXIT PERSONS HAREHOU5E AREA q4 2" MIN 168'-2 D15PLAY AREA 53 -10 MIN 1001-311EMERGENGY E6RE55 LIGHT W/ BATTERY BACK-UP - SEE SHEET A-8 B A-q FOR LOCATION OF 5TAIR:120 5TAIRHAY PROTECTION: NONE (MEZZ) EXTERIOR RIN WA5 - NG-; NO LIMIT ON PERCENTAGE OF OPENING5 LL I HR ENGLO50RE (2nd FLR) ® FIRE EXTIN6U15HER 8 CABINET(OVER 30'-0' TO ROPERTY LINES. STAIRWAY TYPE: OPEN INTERIOR FEG EXTERIOR N N-BEARIN6 HALL5 - NG - NO LIMIT ON PERCENTAGE OF O WALL MOUNTED FIRE EXTINGUISHER OPENING (O RO'-O" TO PROPERTY LIDS. FE H/ BRACKET AND STRAP DAPRIL 15, 2005 nEVISION �vle tEVISION Y m I u ° I STEVEN J. BRU-I .41iCM1= - AR008615 I o' u , M ae®D om D16CL08® mwM„m �.� W O ROYAL ARGNlEC11FE X�'R9 I co LL- 1L iU I U1 I LLJ ® j p - to a- U ., LLI Z 21=1 t IZ E w I Nf I j > I � Pp PQ q I _t _.I -• °RAAN nAie DEC. 30, 2004 OC LS AS SHOWN -{ j_ b LIFE F'L �@ SSAFETY J.; `lk MAX TRAVEL DIST TO EXIT — OPEN WAM40UW -- Maur— GLEAN ROOM A/C STORAGE COMP. mm lm® I UNIT 5,4 � ROOM v_. SCALE. 1/8" - I'-V" I RL"VIOWN Y APRIL 15, 2005 Rev�elat -- I Rl=vvlsroN REVIe1a� m STEVEN J. BRUIN AR00S6i8 cl- j 12'f :�• \,u� I uj \ I ALL VMAS DE6K.N0 .4ND PLPN6 III NOICAT® OR by Tws PpA s' ME MOD BY AND TM MWMM r OF T 6 OFFICE AND UMM gEATED , EVOLAV A DMVM-OFW FOR USE M AND IN CONECMN a cl IMItdV- IM •.:.. - 3 Fir � U ui !u p pY„ �s Iz `~ o Oa w M w_o o �' }_ p W s J J v O6 DRAW C+-m VAT£ DEG. 30, 2004 SC&N AS SHOWN eF�r L S,?-,m 2 I i li �I e. I 2r00_0r j bit -t'-104" -JJ it I 8 _ 190' -10" D METAL A T I j j LADDER I I -1cv r r I i I UN17 5A, — pN j = -- mnt - I �r O I C cp - M �. 4 , i - OPEN TO WAREHOUSE artoo— B-34 O ..CA : C----a' T----a V I I\ !.. 1 \I I -� J I\/ I v-. J I /-� J 1\/ I\/ f i I i v A/C CURB CN �� I v. \ dl ! I i� I I n I �. \..� ..�../� �� y i / 4 1 W3 s� 1 y� 1 \ i 4�� 15�_9�� '`—SKYLIGHT ABOVE I TYPICAL EA MAY _ �0 II m A 4' 4' AIR EXHAUST 2� III VENT OR. AIC UNIT CURB WI CLEAN SEE DETIMP-3 - ROOM— IS" MIN. I. snwc WAREHOUSE fAX QQ — ----- I� - I - i N - — -- — — — —Ep _w ♦ I rn -,.. _ - 39'-2 . al _ N 2 HRSHUTTER A$O 40 - 0 TYF' m b'x4' CsLA55 L VERIF7 LOCATION IN =IELO '.: A/C RACK ON ROOF (TYPJ zll A/C RACK ON ROOF C J ''.I STORAGE SEE SHEET MEP -- -`-- I. I I ' u W4 �! \ 'n L---- J ---- 26\)� k" .. L_ _J l___J\.I I Al CA) STEEL COLUMN SEE---- $TRUCT. DWYs'S. — - --- -- -- — — - — ---- — I0'-1" 3'-0° - - 8 SK7LIGHT ABOVE ' `I BOX FOR _�✓- `9 HON TYPICAL EA. BAY REF PIPING S :I--,- -� DN -V C®MP. _ 2 STAIR "4 STAIR S - S 42" H. GUARD RAIL W/ 42" H. GUARD RAIL W/ Q _ 3" STEEL POST 4 PICKETSRELOC " STEEL POST 4 PICKETS 3RELOCATABLE _ \p 106 SEGTIONS b SE IONS -- W4 �' - SUBMIT SHOP DWCsTASLE SUBMIT SHOP DWG. MEZZANINE MEZZANINE ;� II . STAIR m �.IOGiG-OUT KNOCK -OUT t*400K-OUT KNOCK -OUT 3 O PANEL PANEL I. PANEL PANEL A r SHu (,PJ _0 4 -6 lm'_6" 10,_6,, 4 _b,r 5_ g .6" 5 9 4 -6 II -0 d 4 -6 5- SI-6 5 9 _ 4 6 _ 11 ® _ 4 6 5 _ _ 8 6 5 9 _ 4 6 1 _6„ (D 10 _6 4 _6 6'- 10'_6il _g I 1 Il II �� „ - 4'-Z 5'- 5' 4 5'- �� �� - - 30 0 2 „ � „ ;; � �� '-2 '-2 3' 4 5'-2 3' 2 4'-6" 5'-fd" 5'-fJ>" " " " -2 3 -4 5 -2 3 -2 20 -0 3 5 -2 3 -2 20 -m 3 5 24 -m FILE COPY 0 4 _6 I 30'-0 3 -2 5111 208'_0" I e I ' IM . _ _ _ SCALE: 1/8" - 1 -O sror--" _ i OPT. DOOR LOCATION r 483"x5b" CLEAR A FLOOR SPADE C =o O 30"x48' CLEAR FLOOR 5PAGE - gCVlsl01+'. �APR1L 15, 2005 Z L� STEVEN J. BRU-I AIRMAIEC I AR008618 ! F q� c I ^ j« W l\F �S mr I1BED BY OR OMCLOlm TO ANY mm"O1 E aW OR COWORATIOJ FOR ANY Fi!!i .NATEOEYER WTHLVT THC YRITI@I I BE'IISSION Ips ROYAL Afll R 7INE C OEM k MO. tl HI I Lu 1— V a2 ® '� cu int UA Ju U XV� I U- W uj III Lu Iz js}� i I I i � r >aR.usPl DATE DEC. 30, 2004 ._.... SCALE AS SHOWN SWEET 2 � I NA -' L 2 B - 26'-0" TA.P.. 4 X 8 OVERFLOW CONDUCTOR HEAD SCUPPER ITYP.) JAANLUMD1N0L"XN .SPOUT (TYP.) I 3 3 - 3 _ I I _ I - I 40'-3• 401_p11 0 33 - .1 I !I _ A/c CURB SEE 7 / A-3 II II v---- 1— -- r � r � � I r I " LL III �.L/l ....-_T I.' IA 1X. 1 /A I u. I / A Iv ..� �I �v �. /I it I hlLy J Y / L.n_—GJLU Lu�LJ:" SICYUGHT A450A iYPICAL £A. BAY `p N I_.. PROVIDE CURBS -POR VENTS: £ SWEET MP-3 AND .*. II. MANUR DETAILS CTYPa I I . EXHAUST GOOSENECK ExW�YP.ST GOOS£NEGK VTR ! ._.6F Ir 0 401-01 19'-32 591_51 2 40'-011 A/C RACK CTYPJ 40'-011 Y/ ' !I I C: 71 ---- I \ / I r----� r----� �-r--T-r----------1-----r ---._-"U `-T----'7-' ..I- I. \\ --- ___�----I'-o I \ / 1 - - 1 I. r---- I n o-I-----F---_---_.=yco-==F n I _==F=3. F I / \ ILILII :, .. 43 - 0 :a _ II BLOCK TI DECK GONTR � v � ��A/C _ DETAIL t FOR AL R APPROVAL SKYLICsHT ABOVE " . _ N II TYPICAL EA. BAY PIPE CAP EXHAUST FAN, E A/C. LINES 11 PIPE CAP SEE -1 J A-3 ... ice- - KNEE WALL BELOW : - o : VTR (TYP.) f I..- SEE SHEET A-5 @I! VTR(TYP.) ---- — — — — -- — — ® ----- — — — — — _ e EXHAUST GOOSENECK ---- : /. EXHAUST GOOSENECK ., --- -- „ II III BRACKET Nt �I I I1 II � SI ALANT LEAD VENT LEGT. LIDS ad ROOF PLASHING \\ 1' . LII.ES SLOPE TOP CP PARAPET P`' : SULATION 7 4* G ANT '.. — 0 TOP OF PARAPET BEYOND .CINCa -_.�_e...,.._.._-. 4 TILT WALL PANEL 4E, gay 1 __ @ VENT THRU ROOF tf 4d0 NTA : s _ T.O. PARAPET -op APPROVED SE p AROUND OPENING 4" x B" OVERFLOW SCUPPER GALV. OR ALUM. W/ REIMF. EDGE D CANT STRIP BEYOND p BUILT-UP ROOF o ON TAPERED MSULATION iIt 6A5KET AND 511-I0ObE SEALING_`_ COUNTER FLA6Ii1149 STRIP CANT STRIP ROOFING RIGID ROOF INSILATI LER 57 A5 REOD. ALL SEC ON Co-) OVERFLOW SCUPPER SCALE: V . 11_01, i - °° LEGEND )' TOP (OF BEAM .� - 27_0-1 T.O. TRUSS mwa TOP OF: PARAPET --r—^ I RAKED WALLj.. : TILT -UP PANELPROVIDE I"xI/8" 5Tgi SrRAPAT ALL r » SCUPPER OPENING COReR54 NOT TO 1 4.0'O/C --V -�--- EACH ANCHORED W4 SI VY V LONG A IN PARAPET PAWL ®'° ALUM. STRAP' 6ALV. 5CREH5.T0 CURB s.. W4 (BEYOIID) 4' SLOPED CANT (OONTJ •12, BY 1' LONG SCREWS TO A : 1ANCE THROUGH BOLT EQUIP. T CURB W/3/5" BOLTS, ONE AT .� r On / CANT STRIP BEYOND scli ° CL09URE ANGLE I s I 12"i-sIN. ILT-UP ROOF s 00 0 TO S P s r � ,-. •- PVC STREET ELBOW (90,- : NRCA PPROVED FACTORY G1RB �� 1-0 �J�r- IS G. A65O SQUARE WITHI I/8" r "1 1 ON DIAGONAL , YUT71 B01T OF OPENING ":.X� 'I 'I . r LONG. SPLASH BLOCK a TO ' SQ. A MINIMUM OF 12' TOP OF. - ROOF Wgld IN DIX1B'f IDFy - 18" 012 GREATER GA26. DRIP EDGE . GAffi SET DIRECTLY ON METAL DECK EONT. ��. ° OVER SUPPORT FRAME Roo ALUM. COLLECTOR BOX n AROJMJ SCUPPER RI61D INSULATION ---b'X 4" X .040 ALUM. METAL DECK DOWNLEADER YgD GFOIND L'IF NOTE: PROVIDE 4x4x1/4' A Err TO COLLECTOR BOX PLUMBING CONTRACTOR SHALL DECK OVER SUPPORT ME PRECAST TILT-1- ° STEEL 1015T SEE FOR THROUGH 5OLTING CONO. PAIEL BEYOIm 5TRL'C7URAL PRANINffi ROOF CURB. U5E 3/8' 6 V. „ < -___---..-. ... TO S�OOVf51DE OF THE IN6 STEEL BOLT5 SPACED I BOLT I.: __ _ AT EACH CORNER AND BOLT METAL DOY8d5 = 13EARIN6 ANGLE - SEE BUILDING PERIMETER. AT MID POINT OR 2 PT A. W X. ° -* °4 5,RCTLLDRANIN65 COLLECTOR SOX DETAIL rani I erTnP r1r)-Y Pl ANIM nrIv.,pqQPnHT--qP1ASH C) JL CURB DETAIL 3 COLLECTOR --BOX SECT!ON REVISION DAF'RIL 15, 2005 IaEVIs1oN SEPT. 21, 2005 REVISION i� REv181G"1 Z m Lu STEVEN J. BRUH All - AR008 l6 S 11 r rt i 1 ALL IDEAS DESkiNB AMRATGE-ENTS AND PLaae MDICATM OR 11E1"✓a-001ITED BY TN18 DRMNNC^ ARE OUAED BY AND TIE P✓BORMIl OF THIS OMMM UeM OWAT®. EV VW A-V DEVELOPED FOR 118E ON AND N LON Il UTN, TIE &wWr ® FROEOT, NOME M 8U04 IDEAS. DFbKia, NPRPNG fO OR Pl Ro* &HALL BE USED BY OR DISCLOSED TO ANY DEMON. RWT OR CORPORATION ro ANY FOUVOE J"TSOEVEIF UM4= TIE 8WTT79`1 PEW118810 OF ROYAL Amm-InscTuRs a DESK+a: [W— CA Z �I V Z �,-. w 7s 1 02 o wn u I^ +- O U) Pp s o Q n� kA o7 DRAW r3'FI'1 DATf _ DEC. 30, 2004 GICAUR AS SHOWN s-EET PHASEA 3 BRUSHED ALUM. FINISH —METAL STANDING STEAM ROOF. SUBMIT FL. PRODUCT APPROVAL METAL STANDINGS SEAM WHITE FRIEZE ROOF. SUBMIT FL. PRODUCT 12 12 smocrH WHITE APPROVAL BLUE HARDI BOARD SIDING PAINTEP FINISH SUBMIT FL. PRODUCT APPROVAL ( PALE BLUE OOTH AM IN7CRESP NI WHITE ALUM. FIXED GLASS SMTEDTEXTURED PAINTED WINDOW (TYP-) WHITE ALUM. SHUTTER (TYP.) FINISH IT FL. PRODUCT CREAM FASCIA APPROVAL SUBMIT SUBMIT FL. PRODUCT APPROVAL 4011 KEYSTONE LOUVER qQ I ii 1111111 ii 111111111111 fl� = ii 11 1 1 r__FYPCN N0660815 — - — - - — - — - — - — - - — - — -- CRIE-AM BRACKETS TOP OF PARAPET-f- SMOOTH KNOCK -OUT ITE RECESS PANEL ------ WHITE ALUM. 514UI-4 (TYP-) ALLIK SUBMIT IT% E F_ - - I SIMLLE U pill I LICT A AL El KNOCK -OUT MEZZANIIIE SMOOTH CREAM KNOCK -OUT SIGN BOARD 0 CAEAM PANTED FINISH TEXTLAIWO CREAM -1 PANEL INTET - LIGHT (TYP.T— FINISH SIGN BOARDSIGN BOARD SMOOTH WHITE 4P FAINTED FINISH (Tyr.) --_WALL. SCONCE FINISH PANEL PAWL Ll 5 F FM TEXTU�S� ,..CAM . :. .. a .. :_ I ' - - -. r . :. 4 , ' : �..r2 PAINTED FIND-1 ----------- KNOCK. -CUT KNOCK -OUT PANEL KNOCK-OUTK-OUT KNOCK -CUT KNOCK -OUT PANEL KNOCK -OUT \13MOOTH PANTED FINISH (CREAM )_j SMOCTW CREAM PANEL PANEL ALUMINUM STOREFRONT PANEL PANEL WHITE MOLDING \_PAINTED FINISH DOORS W1 SIDELIGHTS. (TYPd SUBMIT FL PRODUCT 0— CON APPROVAL 4 all PANEL 4 SCALE: 1/$., -0. all 311 FRONT SIDE 4 A SEALANT U I BACKER R;lP i CON PANEL PAWL PANELJOINT i BRUSHED ALUM. FINISH 12 m SQUARE U441TE FRIEZE METAL STANDING SEAM /'� RECESS DETAIL RECESS DETAIL ROOF. SUBMIT FL. PRODUCT APPROVAL !ILE, 3 .40" KEYSTONE LOUVER �5w- m m m m FrPON NO 6608ii (CLOSED) IL 2T-S" TOP OF PARAPET PANEL WHITE RECESS LINER ii 1 3 SIC." BOARD LIGHT 2 KNOCK -our PANEL L - — - — - — - — - — - — - — - — - — - — -- - T - — - — - — - — — - T FIN. FL. SLAB KNOCK PANEL T LEFT SIDE wMe 0-11 • _fly L L SCALE: 1/8" - I'-0" T I ("),N 4%, IN 104 Pi I w m3m MAI I SCALE, 1/8" - I'-0" 111111EVISION &APRIL 15, 2005 REVISION 111111EVIGION mmsm e" p H A111104 tu C,% x oa� ALL 10RA6�AFJ%QW AND MA MrATM OR =�4 MTnw4 8 MAW AM 024W Dy A 1M FRM"Vy OF TWO CFPCE AM ME= CRATED , FV VW A10 C 1410y"ll. II ULU x, LL W w �n In q (j) ul- tu In _j z p cs Ly of) (7, w 02) °aa a U) C> C-) .) Ly Ct cs < 4-1 F DRAW GFM VA'M DEC. 30,2004 SCALE TRUSS BEARINCa -. VARIES TOP OF RODS DECK ,r-S., LEVEL OL m 0 -0" FN. FLR SLAB 5 23"-0" T. OF LUL ROOF DECK I . I is 3'-01 3 2T'-0" TRUSS BEARING /LLI TOP OF lw.M ROOF DEG TOG SOFFIT SIDE BRACE METAL SHUTTER SIGN LIGHT 14--0" RNE LEVEL I - I a f Q I � 0-0" FIN, FLR SLAB : C 4 I ' STEEL ROOF JOIST rn - COW- TILT UP PANEL L-STEEL FLOOR JOIST SUSPENDED CEILING L KNOCK -OUT PANEL 0 STEEL ROOF Ji✓I5T :ONC. TILT UP PANEL 2T-S' 21 TO. PARAPET ,4/C STORAGE 4 CONC. SLAB ON METAL DEMNG w ISPLAY SPACE GAF BUILT-UP ROOFING ON TAPERED INSULATION AS PER PRODUCT APPROVAL I 23'-C' v LOW POINT 1�METAJ- FRAME WALL /-�E DETAIL A-2 STEEL BEAM 4 PIPE CAP ROOF TOP CB A/C UNIT -L ---------- r Y = f r Mill I� r I� METAL ROOF FRAMING 0 OL TRUSS GEARING I _ LONG TILT UP PANEL • - `TOP OF WC ROOF V_. . .. ua METAL SHUTTER WINDOW I STUD 4 16" O.C. S FOR DETAILS METAL STUD F -__ BUILDING GAF BUILT-UP ROOFING ON TAPERED INSULATION R•10 AS PER PRODUCT APPROVAL WAREHOUSE � r r ere r- r -STEEL ROOF JOIST / -STEEL GIRDER TRUSS SURFACE MOUNTED -STEEL COLUMN COILING COUNTER DOOR HOOD I{ _ I , - CONCRETE SLAB ON GRADE _ ?Y 3 i METAL ROOF FRAMING -TV4I..j Fu 12 a 5 CON". UP — -� IT PALL SEALANT TRUSS GEARING - FUTURE GONG. TILT UI? PANEL METAL RJRRIWs SURROUND I h Ab" x 1 3/4" TAPCON Y TOP OF HG. ROOF DECK r+ [[' • 12" 0.6- METAL SHUTTER 1/2" DRYIWALL I PANEL OPEN + � I � III ; SLAB ON I SIGN LIGHT F 4" x 22 GA. METAL lECKING I %4 i/2' -11 STUDS • Iry I, O,c. T UP PANEL q I I ALL INT. FMISbaES SHALL 4 -m' Be COORD. W/ TENANT IPMEZZMFNE LEVEL ;A DWGS. I GLASS ` --°\ --WALL SCONCE RIECESS . ' I . SSTgO�I"ON f I i LATI I TAL iL FLOOR JOIST I I I EL COLUMN I p: I OR DENS BD Bn I I ' MUNTIN - II �� II C y l 70 ASSIMILATEI UJINDOW OR DOOR: ELEMENTS. WINDOW / DOOR KNOCK OUT 24T • II" SCALE= IVv" " I'-0" 25M • T" 3'-0.. 101-1" 4'-0' PAINTED STUCCO FINISH FUTURE A/C ROOF FLASHING CONT. STEEL STUD CLG. FRAMING AND COUNTER FLASHING 4" CANT. CANT STRIP SLOPE TOP TYPICAL OF PARAPET I" 8AF'rc fY HNNDICAP BUILT-UP ROOF r-� �D' REST ROOM. ! ON RIGID INSULATION �26�-0_ T.09r PARAPET z 2' CHAMFERED RECES$ (TYR) CONC. TILT UP PANEL PARTIALL UIL 11%JS CTION _ n j, 23'-0" ® LOW POINT SCALE, dS' " 1'-0' - - _ g G e s 21-6" ® LOW POINT wALL BRACKET ILSTEEL'ROOF JOIST �5EE STRUCTURAL DU*'S. - - -.--� HGT. CMFRE550R IMETAL LOUVERED DOOR 2 Room 5 REMOVABLE Ili METAL GUARDRAIL METAL STUD FRAMING 6" CONC. FLOOR SL (SEE STRUGT. DWGS) 1-1/2"A UM . HAND L rk. z 3 .^7 -y . SIGN LIGHT I \— CONC. TILT UP PANEL c- I 4" CONC. SLAB ON .� METAL DECKING SECOND FLOOR LEII WALL SCONCE) I_ F M FLR SLAIS �.. ------ r, - k tiT r� 1 -. ---.- -- PRE MANUFACTURED TST 77$(SUBMIT P W3'S.) L r! uIl I^y, 1 t .I d., Room l. TEFL MEZZ. FLOOR ROOF JOIST METAL LATH STUCCO a _- {aFINISH ON DENSE BACK r METAL ACCESS LADDER STEEL • Q IN FOREGROUND COULMN -- TILT WALL PANEL -�' (SUBMIT SHOP DWG'S) BEYOND - ig 12 METAL LOUVERED DOOR cv CONCRETE SLAB ON GRADE i. TEFL FLOOR JOIST --.-_ ___.-_:I _ .... 8 GRADE - STEEL OOLUMN - .._ ,..-...-.. _..,., 4. _�.-_. �,.--__. _ I .:.., O'-O" 9 PIS N• FLOOR 61 r ®— Pk£M -- �G C. OTING METAL STAIRS (SEE SCT. DWG'SJ 4 u_ n PARTIAL BUILDING SECTION(D)- FM. RR SLAB - SCALE: 1/4" • I'-0" ULD C METAL ROOFING INSTALLED AS PER PRODUCT APPROVAL 5/all F.R. CDX PLYWOOD SCREWED 6 O.C. IN PANEL FIELD 4 4" O.G. • PERIMETER. LAY SHEETS P£RP. TO FRAM' G STARTING W/ FULL 5FE£TS FROM FASCIA. HURRICANE STRAPP CONT. 26 GA. GALVANIZED DRIP I OL0'-01, NK FILM SLAB OVER METAL FASCIA SUBMIT DU1GS. t PRODUCT APPROVAL FOR REVIEW - r Ix6 T4G SOFFIT ON METAL FRAMING SUBMIT OWES. 4 PRODUCT APPROVAL FOR REVIEW Ilk TRUSS BEARING -__--- STEEL BEAM SEE STRUCT DLU35. I I 30' FRIEZE METAL ROOF TRUSSES A7 24" OA. (ENCs. BY MANUF, J 5/8" STUCCO ON EXP. METAL LATH I 0 1 (SEE ROOF FRAMING PLAN) z OVER 5/8" COX PLYWOOD PAINTED STUCCO FINISH I I $ I SEE STRUCTURAL DWGS. FOR METAL ROOF FLASHING CONT. ,j ALL CONNECTIONS AND COUNTER FLASHINGII 4" CANT, CANT STRIP .I O I w 1& AMET L STUD 0 SEE$T FOR LS I BUILT-UP ROOF ON RIGID INSULATION. R•I0 - ` VENT THRU ROOF SEE A-3 ' I INSULATION I 0 I ILL: 8 STEEL CHANNEL 1 SEE ST UCT DWG& WALL SECTION— clow.s R13TOVA1LE Cow_ UlLD TO* �TE E_ u EDGE4 STEEL DECK STAIR pRK7 #4 2ND FLOOR QT PLAN VIEW ^yEGSlf�; i 4 GUARDRAIL DETAIL ecxr �.rr iu MEZZANINE 4 l 4 T.O. PARAPET IV 27 -8 N a I I'-O" 4 , 12 TREADS Ell" -rJ cp W/ I" NOSINCT y 11' �,. € PANEL ,I. II C — a' � na m Jill s,11n — I I P � " I E 1 I n 4" CCNC, SLAB ON METAL DECKING 4 II SPACE TO I�MEZZ COL ECT 6" SPHERE I I 4 SPACE RAILS TO I ( p JECT 4" SPHERE II m II II a II V�-lxjacE3111"% L�APRIL. 15, 2005 I _- �RENBIGN I STEVEN J. BRUH j ARC 41711= AR008618 I� :CC r i� ALL IDEAS 00IONS AMAN ITN AND RANG $ ItmICJTED OR F148 wsSAT® CT THIS DRAIW . 33$ AID COED NY AND THE PFIIC IY CP THIS ONCE APO 11E/8 CREATED , EVOLVED At0 0XVEIORP FDR USE Cµ AND IN COR =014 WRN, THE SPECKED FROMM NRE OF SUCH DR", pow'K ANk*u64w% OR "-" SHAD = USED BY OR DISCLOSED TO ANY RRSQ4, PRH OR C42RR0IPATION FOR ANY RIiPDSE WHATSOEVER Wl H THE WRRRN PER'ININON ON RDYAL ARCHIT6=W 4 DES" K SIC. y I I, w 0 n ' c- L$J I Lu A O .u'" OAF w � I ! Lu E O d p3 r "- w I W LU CIO Lu z i Z I �I o; Ei0 L A M LD W MA 02 o `' Lb U) v c � Y O I 00 9� VJy I DRAM GsFM DATE DEG. 30, 2004 SCALE —1 AS SI-IOLL N SWEET I I T.O. PAF OR n p ,1 _ SHINGLE PORT RRttdCs WAIZDI BD.'STUCCO3'/'/��I{ I CONC. PANEL p CONIC TILT -UP PALL ' .,_PRE ZE \ 6WLITTER WINCE 1 4" l V JOINT FORM BD 8WINGLE V JOINT "Y mry g 2 - 6" RECESS GALVANIZED DRIP I I0 Ip:�F 4� 0,' 2'l 10�, � 'x,,. " BK�IJACtE a _ - METAL OR ALUM SHUTTER GONGRETE TILT -UP PANEL FASCIA TO BAND AREA I COLUMN sGNAGE AREA PANEL MOLDING DETAIL _- „ ._ _. ^n SIGN BOARD DETAIL V IGJLF+ 1• . 1-O• v lC4la l" . KO! 1 ° GONG BRAGKER POP AND 5ELANT 11 SHEET MTL. FLA5HIN6 METAL ROOFING INSTALLED.. Q = - AS PER PRODUCT APPROVAL- 3/16 x I-I/4 TAPGON 5.5. WIND GLIP AT 32" O.G. MAX „' ANGHOR5 W NEOPRENE MEMBRANE FLA5HING N!S' F.R.cDx PLYWOOD A REWED 6' or_. . ".. 5 PANEL FIELD. 4 -0Z. PERIMETER. WA%ER5 AT 16 O.G. LAY SHETS PERP. TO FRAM'G STARTING a. 4 WOOD OR FIBROUS GANT. 5ET \ /:FULL. SWEETS FROM FASCIA. P ' IN A FULL BED OF MASTIC oDEL� a ! URRICANE STRAPPING SLOPE YPER FT. 30^9. x a-Vl"W x z Li Tl BRACKET DETAIL ROOFING SYSTEM -REFER TO _-CONY. 26 GA. GALVANIZED DRIP _ OOFI IGATION / OVER METAL FASCIA 6" WINDOW BAND I +24 -8" .h +30'-0°MT 9 PARAPET DETAIL ----- — — T. . PA PET TRu�6 IxCz TAG W! SHUTTER BAND DETAIL _I CONY. VENT I V ec+u. r. r.r IFOAM BRACKET METAL ROOF FLA544ING CONT, p A-6TRU35 E3EARINa 10 STUCCO OR / \ A -I& _ _ WARDI BOARD FREIZE I SLOPE TOP " SLOPE TOP E 4 CANT: GANT STRIP / \ ,_ ,�•,n. TYP. BRACKET 7 / - - OF PARAPET 1" OF PARAPET I" 1 +26 O = METAL ROOF FLASWING CONT. I I +26'-0 BUILT-UP ROOF -- +26'-0" 7511 FRIEZE f _ \ AND COUNTER FLASHING TOP OF PARAPET ON RIGID INSULATION R•I0 - T. 0 PARAPET CONE. TILT UP PANEL I 2 - 4". CANT. CANT STRIP - ° STUCCO FINISW ON WIGW SHUTTER HINGE I RIBBED PAPER BACKED LATH 1 VARIES : C'�. !. ON METAL STUD FRAMING / 1 n--`j-.-WHITEALUM. SHUTTER (TYPJ I 1 PARAPET RECESS - _ ¢ J015T BRG. ( cj / ', SUBMITL. PRODUCTN I � �zF 5T 5RG. —. i S _ ` I APPROVAL BUILT-UP ROOF .- _.+2_6�'0�r. I: I ON RIGID INSULATION \ ANT STRIP BEYOND TY OP QF PANEL CONIC, TiL7 U PANEL T I ° . - GYP.) SEE A-I�cEss r KNocK- ou \ JOIST t3R6. VARIES — DECK 5RG. _ o Q) 3/4" FURRING ° ----" ' __ W a I I - STEEL ROOF JOIST 6 4'-011 (TYP.) STEEL ROOF JOIST ,. -_.. ___ (SEE STRUCT. DWGS). , CSEE STRUCT. DWGS) / - 5HINGLE F I / _ � 7 t d SIDE OR B0T7 MTL. 10 s CONT, WEMIMED SHUTTER BRACE ° . EDGE AND SEALANT F---� : WWITE ALUM. TTER ftYPJ CI \ E4 / \ A-� AROUND SCUPPER SUBMIT FL. ODI I ^T 36" _ ^ � APPROVAL STEEL ROOF JOIST a � \ � UM. \ F •,, / . (SEE STRUCT. DWGS) AL FRAME \ / .. STUCCO FINISH ON HIGH VENT OPENING I TELL �N INS ' •e RIBBED PAPER BACKED LATH. a ON 20 GA METAL STUD FRAMING a - CONIC, TILT UP PANEL OPENING d CONIC. TILT UP PANEL 1 _ t - ALUMINUM WINDOW UNIT - I d 6i dl - (SUBMIT PRODUCT c a 'S OPENING 1 STEEL ROOF JOIST a 5'-0" ITYP.) APPROVAL) ' 1 (SEE STRUCT. DW36) 5 i C . TILT I 1 CONC. L UP PANEL LSTEEL GIRDER TRUSS ✓ In PACK x ° CONIC. L UP PANE - S SELECTED � (SEE 9TRUGT: DWGS) ..d ,,. .. B MEZZANINE a / \: OWNER CONIC. TILT UP PANEL coNe.>a£c+c SEE m � � a ,I � �.;' CONC. DECK SEE sTralcT. DWG's. _ I t 1 1 _ B.� I MEZZANINE � RECESS A_'I � � ° / +14-0 = +I IN _ +141011 -. . - SH GLE FORM BD i ANIFB FIN. FL _ . , . _ � _ , .. ME2Z - INE FIN. MEZZ. FN. FL. lll. IONAL.---�-��— R--�—� ALLA NG J a ° I SURFACE MOUNTED COILING 6 t i EXTERIOR W L S ONCE COUNTER DOOR HOOD ' LIGHT FIXTU . AS ECTED A-6 EXTERIOR WALLS SELECTEE) "Fy o - - cu a L RE SELF TED Y ¢`DEL. r B OWNER Y I B OWNER - _ A DOWNSPOUT RAIN ,tn A-'1 . ..STEEL FLOOR JOIST4 a L. STEEL FLOOR JOIST a 2'-0" (TYP. ° a WATER LEADER STEEL FLOOR J015T �. � (SEE STRUGT. DWGB) :_ _ (SEE bTRUGt. DWCsS) £E F CSSTRUGT. - - FUTURE ;_-:.. �o SIGN BOARD ° SIGN BOARD I v FUTURE dl " I SUSPENDED CEILING i SEE 6/A-6 FUTURE 1 w :1 SUSPENDED CEILING.. ° SUSPENDED CEILING iv - w L I C WAREHOUSE / I >- q_6 p a ILI I w , I , I U s i w w I I , ad A-"f = OPTIONAL KNOCK OUT PANEL X SEE DETAIL I/A-5 SIM: X _ >L : _ 1 1 3 ALUMINUM WINDOW UNIT � - _ - I 1I I FUTURE /- }. Q LL PAINTED STEEL CORNS p : OFFICE SI :AVE LL. 6� j K GUARD I..... ,... I FUTURE OFFICE 5FACE I a OFFICE SPACE _ i R-42 MUTI-LAYER ON 3/4" IMITL.' 3 FURRING R£FELCTI VE INSUL. - ALUM. STRAP 0 - ' OPTIONAL. 5 i iZ A,Z I 1/2" GYPSUM WALL BOARD A--T - N W! TENANT IMPROVEMENT PVC STREET ELBOW (W) I CONCRETE SLAB TO RECEIVE 6" SQ. I ON GRADE CONCRETE SLAB ON GRADE R C\\ CONCRETE SLAB ON GRADE DOWVLEADEONCRETE 5LA5 ON GRAD - a G SPLASH -.. / a I \ — BLOCK I _ O 0 FIN. FLOOR .p '—q .� Q FIN. FLOOR — — a— \ o. " — p ^— s e v FIN: FLOOR / GROUND LINE D o p A p ��GONG. FOOTING (SEE STRUGT. DWlsSa � GONG FOOTING p d CONC. FOO INC. (SEE STRUCT.:Dwisd (SEE STRUCT. DUKsS.) 6 ST J .ma's �'- L aeq g 99 /~ } AFLSECTION I _ R ( � �__-� 'I ----- `. �..: '.:: ,� $ � � �. � � L g�.p� ✓� A'C p SECTION. �`, SECTION a:✓:.�LEt 11611 I:-Mli �. 5GI'46: ILLY 1 II^®11"___ & C. Yf _ - _ - ------ - -- — 1�_��- -- - SCALES IR . I'-0" .,G.�-iP2" . I'_?:' ------ _. _.-_ REN810N LAPRIL 15, 2005 R�vIeION _ '' RENBION - — I FMA610M U i STEVEN J. BRUN ARCWRPCT AR008618 V I II 4 aka' Trz Q <(1'� Ir�g� " II..I.1- a a � w�/ e g� Ski s WOO T Z p l i LbEs wow Er Ti",, Lb oa c� J cs w � I v cs o Oo I DRAM c+_M DATE DEC. 30, 2004 AS SCALE PHASE �� P O45"66" CLEAR FLOOR SPACE O30"x48" GLEAR FLOOR 5PAGE II'-8° SECOND FLOOR .. CHANNEL TO WALL SEE MANUF. DUG'S 0 -0' FN. MRBLAB .I, I I I --- SURFACE MOUNTED " GOILINB COUNTER FINISHED ♦=INISHED 15' 'r DOOR HOOD 5URPAGE SURFACE I � 7j" i SEALANT AND MY 615 : TILT -UP OF WALL 3" OF WALL. BACKER ROD - METAL STUDS GONG. TILT -UP 2. 36" , , M M I CONCRETE PANEL / I� PROVIDE MIN. 30 ° DOUBLE M. STUDS 2 142' SD 18N30" I B ROD 9 18 -7 �j" 6ALV. RAIN DRIP GE3 LAV SD ®ExTERIOR / I D15PEN5ER N OPENING LAY CV I GONT. ALUM: HOLLOW METAL FRAME / €E RH _ 1 v RAIN. DRIP � - DOOR. / "5r RH WG °' M `ry.. m W a. ANGLE MOUNTEDKAU U» I WG -WATER GL05ET TD -PAPER TOWEL DISPENSER of oPN'c I 66 -GRAB BAR -LAVATORY l o'- o' ROLLIN6 DOOR ,r, roP TYPICAL HANDICAPPED AGG S IBC DI TP IL RH'-TOILET ROLL HOLDER M-MIRROR -. _ hETAL AN6lF GUIDE s YOW 5D -50AP DISPENSER -7 HOLLOW MTL HEAD DETAIL 4 HOLLOW MTL HEAD DETAIL' _�. TRAGKB IL EkTalsonvomP 1 COIL DR. HEAD DETAIL scill VY . I' 0 ecALd Vl" . I' 0 . OVOtlIID COaKi DO. R OCILL. IR• . p-p• TILT -UP I III CONIC. PANEL jl ;.......�.� - 4"x4'xl/2"x4' 5TEEL ANGLE TYPICAL RE5TROOM PLAN PUtUF > , W/ (3) 3/4mx5' WL50N 5=5 I J -41 MUTT -LAYER ON 3/d"M1L. PURRING ILT-UP 5/8" 6NB W. SPACED STARTING S 2 FROM EP..... I TILT -UP ---- REFELOTIVE INBUL. CONCRETE PANEL ° GALVANIZED EXPANSION BOLT i CONE. PANEL - METAL STUDS . - a 2 1/2" MIN. ENIBEDNffNT. i I I -FUTURE 4°xl l 2" ®24' O.GJ 1 ----- I 1/2" 6YP5UM WALL BOARD a 1 / EHEEDED j I SEALANT A TAP CON AS PER DOUBLE M. STUDS I j BACKER ROD ° PRODUCT APPROVAL ' ,. X DIMENSION A5 REQUIRED BY I GOFd20510N RESISTANT TAI'CON I/4"DIA FLOOR ANCHOR AT EACH JAMB 3 MANUFACTURER I 516" TYPEW SHB ON MIN. ( DOOR I - X2 3/4" LONG UV 1 1/4" MIN. PENETRATION i. I 3-5/6, MTL. STUDS BOTH 51DE5 ( III SEALA SEALANT (SEE PRODUCT APPROVAL FOR SPACIN3i.I .RILL N HOLLOW METAL FRAME W 3-MEM�R h1ETAL AN6l.E DOOR F CONT. SEALANT STL COL ALUMINUM ALIA11MP7 STOREFRONT HOLLOW NET - $. X TRACK (AS REQUIRED , I HR RATED FR,4t•1E .SYSTEM I FRAME 6ROU113.2 FLOOR ANCHOR DOOR BY MANUFACTURER) I Z G7PLU LAYER j ( 1/4' SWIM SPACE. CCMT. SEALANT EP6E PP 51A8 ®EACH JAMB ALUMNUM. STOREFRONT SYSTEM _ OVERHEADCPDOOREE PRODUCT APPROVAL I I COLUMN DETAIL 15 MUNTIN DETAIL 1 STOREFRONT DOOR HEAD 10 WINDOW HEAD/JAMB DETAIL 8 HOLLOW MTL JAMB DETAIL 5 HOLLOW MTL JAMB DETAIL is 2 COIL DR. JAMB DETAIL M.Yi W . FI DOOR 4 i/C L I'-O" lC.4ld4 V!' . P-O" D(IO9Q! DOORIMm9CR O JOR ECAy,6: yP -.P-0• OCAL6 W. . 1'-0 SCALP, N' . 1•-O' 6CY.R IM . I'-0' STAIR #1 I GOILIN6 GRILL . V4' P.T. WOOD SHIM ALUMINUM STOREFRONT SEE AL ANGLE GUIDE TRACK - :.. ... - 'MANUF SHOP DUGS .DOOR (BEYOND) SEALANT LAMINATE MEMBRANE� --GONG. PANEL (BEYOND) I,. PLASWNG ALUNN. THRES. FRAME ALU�N. THRES. ,.. SEALANT W t TAL BEYOND _ ICI E06E OF SLAB FIN. FLOOR 112 GONG: REGE55 SLAB -v'.. 4'-O' E EDGE DOOR OF SLAB CORROSION RESISTANT TAPCON 1/4"DIA TEXTUIjES PANT : Xl 3/4". LONG W/ I V4" MIN. PENETRATION EXPANSION JOINT (SEE FIK 5GHED) 41 ALUMINUM FINISH (SEE PRODUCT APPROVAL FOR SPAGNW C,ONGRETE LEAN, COMPACTED, StOREf-ROhIt ! SYSTEM EXP�SION JOI4-]j .. •.: ,.DM (SFINISH EE N�SGNEDJ °'. _'°: ., „ ° TREATED 501E `^I/"SYPSUM WALL BOARDp. RILL R1F2 MWTI-LAYER ON 3/4' RUBBER SADDLE MTL.FURRIN5 S 24"OC. REFELGTIVE -O" INSUL. SET IN CONT. p BED OF SEALANT i 14 MUNTIN DETAIL 1 TOREFRONT DOOR SILL 11 WINDOW SILL DETAIL 9 THRESHOLD DETAIL 6 THRESHOLD DETAIL 3 COIL D R. SILL DETAIL W., III Inil . r-r , ,..... _.._-. _ ,_.. -.i.._ ..__.__:.- _.__ __...'.'_-`_ SCALE. W . 1'-0' "'_. ,::... ___ ..._._-. .__:- _ I - - eoALa Iq' . I.-W - -. -- .. _." _.-___... .. -..___ ._..... .__....:.. _.._.._...._.. :_. __._-'-__-.- WOp� DOM SCAM IR• . P-0•. _.._._ _ _.___ - ,. _...:._ _..... .___ ". _.._.._._�___ NIE�IDR DOOR ,OALE yr. 1'-m' _...__. ._. _...... __._.._. __... -. ....... I` 2ND FLOOR ..._-.:. ,....... _...._.._ ___.__.:._ ___ _.._.-_. � 511 x 511 5 1/2" 3'-0" 3'_O ` 3'-O" 5-01. 2'-0" 3 -0" STL. COL. METAL STUD I HR RATED _ 12' 31-02 - 5/0" CsYPIU LAYETvxw STEEL COL. (4 x 4) (SEE STRLICTURAL D HANDRAIL oCONDEN ATE LINE m -�� Itt [ttl 12° 5'-01, 10'-1' 3'-01, 10-I' 4'-O' EXHAUST DUCT O ALC LINES 24T II" ON 25R s.I" .PLUMBING VENT STAIR #3 2ND FLOOD 16 CHASE DETAIL SCALE: I" • I -O" �R 11/4" - 1112". - INSULATION ON \ 1'3 METAL DECKING 4'-10" S TREADS a 1111 W/ I" NOSINfs 1-1/2" 0 HAND SPACE RAILS TO REJECT 4" SPHERE eTAID ' OTAIR 42 SIM. `- SPACE TO E" I I OF - PRE-MANUF. CONC. FILLED METAL STAIRS - corks OONa REPIOV SECTION .� ,. ECGY_t e'fEEL DECK r � BECTimI W/ 3" METAL PRAMS WALL I SEAM LONG: SLAB ON METAL DECKING o o in W *GALE: 1/4" . 1'-0" 0 PLATFORM 7 MEZZ - M=AM (w IS x 50), 1, 7 ly PRE-MANUF, CbN4C. FILLED METAL ORSTMSTARS: ______________ m Il" II 4 all" I CTIj ON SCALE: 1/4" • P-Om HANDRAIL SUPPORT BRACKET WINDOW NOTES 1.. ALL WINDOP6 TO 13E IMPACT 6LA55 2. -,WHITE ELECTROSTATIC FINISHED ALUMINUM FRAME W BRONZE TINTED TEMP SEA% DOOR NOTES I. ALL CLOSERS TO BE LGN 4040 SUPER 5MOOThEE SERIES OR APPR. EQ. 2. PROVIDE WALL OR FLOOR MID. DOOR STOPS FOR ALL DOORS 3. CONTRACTOR TO SUBMIT SHOP PRANIN66 TO ARCHITECT FOR APPROVAL PRIOR TO GONLSTRUCTION 4. ALL HARDWARE TO BE BRUSHED ALUMINUM OR 5ATIN CHROMIUM 5GHLASE OR EQ. CONERGIAL GRADE 5.. ALL DOORS TO BE IMPACT &,%5 DOOR HARDWARE I. LEVER HANYJLE W LOCK CLOSER OR GRAIN HOLD OR APPROVED EQUAL 2. LEVB2 HANDLE W PRIVACY LOCK OR APPROVED EQUAL 3. PANIC HARDWARE DEVICE OR APPROVED. MAL. 4. PUSH / PULL LOCK5ET OL05ER 5. PA55A.6E LATCH SET CL05ER 1 1/2 PR BIM5. WEATHER RE515TANT FIN15H AS READ. FIN15H 4 5TYLE TO BE SELECTED BY OWNER 471 • I E� /�I, I � I �I OA TYPICAL ENTRY DOOR ELEVATION (IMPACT GLASS) E�EXTERIOR ff- (IMPACT 6 5 5" u� u� 6„ N (V m m, 5TOREFRONT HOLLOW METAL FL05H HOLLOW HOLLOW GORE FLU5H W/ PANIC DOOR W/ IMPACT METAL DOOR PANEL METAL OR WOOD I HARDWARE 6LA55 LITE MEGH. ROOM TO BE DOOR ( LOUVERED „ --SCALE: 3 .I'-0' DOOR ELEUATION5 ` DOOR SCHEDULE NO. SIZE DETAILS E� HAROWKARE ATERIFRAME LABEL REMARKS DOOR I (2)3-O X 8-0' SEE ELEV A 4 AL6W1//61A% ALUM W GLO5ER/51DF116HT5/I$ATHE1Z 5TR1 2 4'-0' X 5'-0" 7Aq A-1 D I H,M. H,M. W GLORR / PEATHER STRIP 3 3'-0' X &-0' 4,5,b A-1 B 3 H.M aA55 H.M. 60 MIN. W CLOSER / HEATHER 5TRIP 4 50' X 1'-0' 4,5,8 A-T D 2 WOOD PETAL 5 16-0" X 14'-0' 1,23, A-1 ALUM. 5TEEL ROLL IA' OVERIEAD 6ARA6E DOOR b (2)4'-0' X &-O' 7,5,q A-1 G 1 H.M. H.M. HEATHER STRIP 3-0'X1'-0' 4Sb A-1 D 5 WOOD METAL B 3-0• X &-O' SEE ELEV E 3 AU"6LA55 ALUM: W GLO5EZ / SIDELIGHTS 61 3'-0'. X 1'-0' 4,5b A-1 D I WOOD METAL. . 10 W3-0" X 11-0" 4,5,6 A-1 B 1 ME7AL/6L METAL QO MIN II (2>3-O' X'T'-O' 4Sb A-T B 1 NOW16L METAL` 12 31-0" X V-0' b,9 A-1 D I : H.M. H.M, W/ GL05M / hFATfER STRIP Q �L As PER MAN)FaGNRE W f MUNTINS ALL APPLIED FINISHES SHALL BE OA A5 5PEGIFIED BY OWNER WINDOW ELEVATION it GLA55IN '4 NOTE: SUBMIT SHOP DRAWIN55 FIXED ALUMINUM FRAME FOR APPROVAL WIND LOAD CRITERIA a�ro Ala4 w earr. Roma wTo m.wu RUMOR aRa Fu.mms NR14TK Pomnm teH4T1.! 0 . 35.3 - 412 . 359 - 382 20 . 331 - 440 . 331 - 36.1 50 • 31f - 398 . 31,6 - 34A 00 . 30.0 - 36.71 . WO - 330 REVISION �AF'RIL 15, 2005 REVISION REVISION tllEv1810N U pm L7 STEvN J. BRU-I ARCHITECT AR0086i8 I N ,P43 °^ " sn - 1 ALL tV" DEW" AND PL," I "DILATED OR R 9-11NO 4RED MY THR DRAUM AM OW= SY AND THE PROFCRIY OF TRIO OFMCC AND WMW CMATED , EWLVTD AND MWELOPM FOR USE 04, AND IN CORW-M N WITH, THE LPEC"M PIROJEGT, NONE OP WCH IDEAS, M10il, AMZ44CE?IWM OR PLANS 644LL 901 BY OR DISCLOP® TO ANY FORD 'L FRR on C4IPOR4T FOR ANY RAW-00 ""T'sonven up Wo THE an"04 Po"MON OP° ROYAL AR0413SrG1111I1E d OW ON W_ a 3 � I I e x-a I w I i ' E lyI a tu (� v L, Vol LL ul a p L� W _f LIA I f LU ` Z I I i v Z V y W M U)ua) 1 W M Rj ` Q s v � J C3 ` Lb A. Oo kA 4J Dl GFM D DEC. 30, 2004 SCALE AS SHOUJN AIN DETAILS E SCHEDULES all OVERFLOW CONDUCTOR HEAD :PER (TYP.) \ /ALUMINUM AND DOU.N SPOUT (TYP.) 31-01, (TYf'.) _._._REYI810N LAPRIL 15, 2005 F&VISION WMION IRE"DION u Ju I I STEVEN J. BRUH ARCHItRC AR0(086is �i cam- nxe +A .� h .x d 47 rti LIMIT OF C,1241CW7 H-10.12 H-'I k-._...tlf'T -19,21,23. !I�. 06 r'' . _. ICN Al M0 I�3 MH.185 MH.IB \ - q \ MN=I85 MH.185 MH.18.5 \ WH { PROPOSED PHASE BUILDIN , . V � umirc of eiw�ts—�I � i1 1 rAVW�`: s. 1 RETENTION AREA FI FC7RIG / , I I I , ., DF 244:�1ii . • 1 MH 20 �. i I I_2m Lumfnaire Schedule Symbol Qty 21 Label Arrangement Lumens LLF Description 0 1 + I CS- 55 SINGLE 20500 0.80 �LR250M 0 5 DF SINGLE 20500 ozi IUSALTNG DSCP 25 HR Iv 250MH 14 D3 (DISTRIBUTION) SINGLE 205O0 0.80 USALTNG D5CP25-HR-III-250MH ���•,�,D3 / i i 3 � MW•2 r •2 yy I Numeric Summary Label CaIcTyp e Units Avg Max Min Avg/Min Max/Mfn SITE Illuminance Fc 2.18 15 03 J.21 25ZO Filename: RUNUTAY5.a32 IEVI610N �I JAN. 25, 2005 DAPRIL I�tV16[ON 15, 2005 IEV1GION $EPT 10, 2005 IiEV1610N i Iv � I *; I! I I P s Sf TEVEN J. BRUH AIGF11iECT AR00a618 { ; I �Ui E I tt r K U i LL �^ @h 8 UJ cn f (J fy F � a V w M a Cs UJ) W w o U) s J U) Ap N LA �n � DR411W -- PR DEC. 30, 2004 scua AS SHOWN I Ew I i 37E PLAN,, S III; ---------------__ — - -1,41lie - ... A7 tilA8 0 � , 50 KVA GENERATOR W/ 15m EMERGENCY DISC PANEL------ ERGENCY POWER TO EACH TENANT. (NO NORMAL POWER) I I 4�c• I AIS „z \ vsrr C ���ra. cssEtz IL __� 8 UJAREWOUSE f 1 e r% C Hs I HI -DAY LIGMTINa t M• � � I o J o � 15 CxENEE?AtA7 offOR / ROOM A 1, 3 �/ S��CS iKy 01 J T18 j{_ A4 A4 A8/ A8 % 3 7 WAREHOW&E -1 ; A-3A8• 1.. Aa" SERVICE SINK IT UNIT 03 UNIT04 UNIT 05 j ACOUSTICAL ; TILE OPTIONAL. HI e I I I _ N I I : SIGN J A8 _ _59L J T18 J J LI,WT A5 A8 - - N O 27,29 IA2 I C HIGH/LOW a I A //SI-40 O T7 ' F6/2,24 A Wu RHOWER o- I FD' i % , • TO hEZL LK�FiTB TO P'M LKaFiTS W-MAY LIGHTMG TO 141-15AY LIGHTING / I SMOKE DETECTOR TO WORN ABOVE ` T18 PER FBC 1005,13 STRICT. ISim J J J COJ.LA'rJ.SF _ J i IIIyr,Il- II I iI lI li lI IS _$ }7l? Q}�' i r c4xL I P.E MEZZ LIT A.30 tP.£ le 1 72 p - Hw All— A9 --L--- `LL ---1'- -'I'--- -�----L-- J J J J _ - - F SICa__✓ ` .^`�__i` SIGN `--� ---�'- '` '' ""-------- - �.- SIGN LIGHT ELECTRICAL LEGEND LIGHT '�-----__-^_.._--- -� SIGNSICsN LIGHT ""•'_"-�'" LIGF{T .. wRNISH AND .INSTALL LIGHT BOX FOR w'IUF2E SIGN. MAINT, - BEHIND PARAPET WALL D DATA OUTLET , _- "'� s � a .., � .:�' - ABOVE ROOF LINE , g �. ® PHONE JACK — --- -- - --- -- ---- --.. - - - -- - ---- - - SCALE: 1/5" , I:-0�: � �COP SPECIAL PURPOSE OUTLET VY DUPLEX RECEPTACLE QUAD RECEPTACLE µwP wATER PROOF RECEPTAC LE LE JUNCTION SO J X '.. .� CEILING MOUNT LIGHT FIXTURE MOUNTED L � � -- RECE55ED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE. / DOwN LIGHT WALL MOUNTED LIGHT FIXTURE / UP-DOILN LIGHT ® 24" x 24" A/C DIFFUSER ® 2' x 4 a/C RETURN GRILL 2' x 4' NEW FLUORESCENT FIXTURE 2' x 2' FLUOR FIXTURE EXIT / EMERGENCY BATTERY BACK-UP COMBO `)c::r EMERGENCY BATTERY OHI -BAY FIXTTURE —� FLUORESCENT FIXTURE n �j SWITCH 3 s war SWITCH N I GROUND FAULT UL N TERUPTER- EXHAUST FAN W/ LIGHT IQVISION � DAPRIL. 15, 20m5 t�nmoN -- IaEVIaoN I � Z m W i ? 3 =5TEVEN J. BRUI I I AR0086i8 Ul <1 R tb w- 1 �' f J_ u- ` % U4 �3 � 0 til V `Z � V A U-) cs is P Q� w S v � J w p � O I �) 02 y) DATE DEC. 30, 2004 SCALE -- AS SHOWN GWMT w CT ZICAL FL? PHASE! 5 III r I Al i TO SWITCH A16 TO SWIT 70 SWITCH TO SWITCH \ E ► I ! COM —•� A9 .t�N 1 1 H2O,22,24 ! ( !I ROOM 416 J i \ ( /IN.i \ I 1 \, 1 OPEN TO j OPT. T 2fD12 �. COLUMN CE. 1 I + 1 -. \ WAREHOUSE -- ..._ _ -._i:. - -- -- -- _.._L _ . —1--- ........ -. - __ -. — — r. �1I} -- SKYLIGHT r ; T r i i j 1 ' T I I I cQ1 YjJ111T 1 c----a 4 I\/ ! I /,P ��-'"_'��-iT 11.. _�i(_���T II I\\ i j :.,I 1 I \\..i I /l"��711 .i/-�\J T 11 i \\.../ I i Fux aca _1 1 / w V ,/ I\ / I I I I /1 ( A l l \/ i 1 1/ Y 1 \/ 1 +, I v i Y. \ . / 1 1Y \ / 1 I r\ I /\ I I n\ I f\ "i /I f\ C' it I / \ `_ J I/ r \\\I //. +\ �/ \\I u./�J L>>-�W 11 , ----y / \ ----' % T ! Alb Ala 1• \. % `\ % I�� \, 4' X 4' AIR EXFIAUS I i • \ / ! i •\ / \, VENT! RTU CURB ON ROOF `VC• � '\ : % 4' X 4' AIR T YEIVT �\.IQ E g 1eooF/\TON ROOF _ a a s A16 / 32OUL PULSE START \ i 320UL PL108£ START / 3�FUME HALIDE ART I i !. 320U Mili START 1 METAL HALIDE •\ / METAL WA14CE - % HMET�AL FFI ODE All / HI -BAY FIXT A % HI -BAT FIXi '\ % HI -BAY FIM\ i % \ i / IN, \ GLEAN WARE140U5E H1 \ ROOM A6 Al I 1 all j i i i i A2 COL urlN _ - - -- — A16 I 1 I I 1 Alb \ SKYLKsH1 \T10,12 T10,12 l SKYLIGHT / SKYLIGHT I` T10,12 9KYLICiHT 5T� A10,12,14 ON ROOF/ _ : "1--Ir i----� ..5----7 / i\ ---a r�T10,12 r I I L: I I i\ -- r1 I , rl u I ACCU ON ROOF I I I\ r I STAIR 04 TO / I \\✓ I I I i e' ACCIJ ROOF i + ! i \\/`i STAIR a3 \\ I 1' I I - I t I I I!\ 1 I SWITCH / /A\ I 1 1 A16 I/ \ I pr \ I I! l I% \\ I - I I/ \ i I! \ I L-- J L----J 1- I / \1 SWITG J��,y, W.P. I 18 CFI. A1S' GPI. GFI.--COLUMN CE ---- T - A22 1 T 18 PCOMP 1011011433 'I ' I a I•�-I ICI 0 9 Aso i + i •\ % J CHAIN HUNG 2-BULi3 \. CHAIN HUNG 2- BULB '\ ®-` ' V X V FLCRIRSCENT FIXTURE 5T bI \ GFL % �• %! T1 M NIN 0 ANIN 1 +I t - i, L---- j Ts A16 i , � � •, � >• ' •. .- l ,• ....... - A16 '� S TO SWITCH - - - TT SWITCH®-- I / `— _- -- _ All ELECTRICAL LEGS,, D D DATA OUTLET ® PHONE JACK IN SPECIAL PURPOSE OUTLET 0 DUPLEX RECEPTACLE I1 OUAD RECEPTACLE 41 WATER PROOF RECEPTACLE (J JUNCTION SOX CEILING MOUNTED LIGHT FIXTURE RECESSED LIGHT FIXTURE WALL: MOUNTED LIGHT FIXTURE / DOWN LIGI4T WALL MOUNTED LIGHT FIXTURE / UP- OWN IIL IGH7 ® 24' x 24' A/C DIFFUSER 2 x 4' A/C RETURN GRILL (jj�I1I1®II II I1I1 2' x *NEW FLUORESCENT FIXTURE 2' x 2' FLUOR.'FIXTURE LJ EXIT / EMERGENCY BATTERY BACK- P CCPMBO EMERGENCY BATTERY O. HI -BAY FIXTTURE .. r --� FLUORESCENT FIXTURE SWITCH 3 3 WAY SWITCH Gtl. GROUND FAULT INTERUPTER: EXHAUST FAN W! LIGHT HT I MIEZZANINE FLOOR SCALE: I/8 -tv'" RlVISION � QAPRIL 15, 2005 I¢EvI810N IEVISICN i RENeION � y I U � W I I STEVEN J. BRUH ARCHI'TLeCT AR008618 Iasi r NU 1. aa LOD DY OR DIOQ-OG® TO ANT PGi SM a COIi'OIaATON POI¢ ANY PL9V° ft �'a4AT80i Ul KA TW UNTTIN Pli Q ROYAL A ZHMOG ♦ OfMidPL M ,_ wi Liu L j U- LLLu U 4H 4 d F_ ' U U__ _ __ _I W q nnJ 7 � w 0 W c%1 02 U) I I O U) S NJ I �� w i cs I Oa kA I DR4UN -- P DATE DEC. 30, 2004 AS SHOLL N x -qh :., PLAN o 1.1 1- E LOADCENTER. PANEL I�-y' H I. 10K AIC MAIN SUS 125A SERV I GE 30/4W NEU IRALFULL VOLTAGE 1zG/toe. `MAINS MLo ,MOUNTINCx .SURFACE LOCATION POLES 24 HOUSE : DEM. VA NO: DEM. VA TRIP POLE WIRE DESCRIPTION C K 7 C. K T DESCRIPTION WIRE TRIP POLE NO. DEI'L VA DEM. VA 1968 1575. 20/1. 12 EXTERIOR LIGHTING (TC) PH1 I. 2 SITE UGHTING * 20/2 2790 3487' 200 200 20 1 / 12 IRRIGATION TC 3 4 1200 1200 20 1 / 12 SIGN ON TC 5 6 .SITE L GHT G LIGHTING 20 2 2170 2712 18 0 180 20 i. / 12 WP RECEPTACLE 1 e 510 510. 20/1 12 COMP.& GEN. ROOMS LTG/REC. g 10 SITE LIGHTING * 20/2 2480 : 3100 1968 1575 20 1 12 EXTERIOR LIGHTING TC PH2 it n 21i20 1 3 F4 SITE LIGHTING WALL PAK PH2 2 4 26 0 3300 600 600 20 1 12 CLOCK 5 16 n IS 19 20. 3000 3000 30 3 10 LIFT STATION 21 22 SITE LIGHTING WALL PAK PHi 20 2 2640 3300 23 24 9626. 1= 25,525 VA = 71A. 0 208v./30 15899 vv J *SEE SITE PLAN FOR CONDUCTOR SIZES BASED ON LENGTH ALL SITE LIGHTING SHALL GO THRU CONTACTOR CONTACTOR ON PHOTOCELL T�i PE LOADCENTER PANEL T 10K AIC i MAIN SU6225A SERi/ICE 30/4W NEUTRALFuLL VOLTAGE 120/208 MAINS MLo MOUNTING SURFACE LOCATION POLES MAY VARY 'TYPICAL TENANT DEM. VA NO, DEM VA TRIP POLE WIRE DESCRIPTION C K T C K T : DESCRIPTION WIRE TRIP POLE: NO. Dot V.A. DEM- VA 2325 1860 20/1 12. HI BAY LTG. 12 GENERAL RECEPTACLES 12 20/1. 1620 1620 937 750 20/1 12 RESTOOMS/MEZZ. 3 4 GENERAL RECEPTACLES ,.12 20/1 1620 1620 1200 1200 20,1. 12 SIGN ON TC 5 6 .-PHONE / COMPUTER 12 20/1 400. 400 500 500 20/1 12 WATER COOLER I 8 ROLL -UP.. DOOR 12 20/1 1000 1000 937 750 20/1 12 OFFICE LIGHTING 9 10 ACCU 8. 4-0/2 - - 750 750 20/1 12 OPTIONAL EF1 11 12 13 14 AHU 8 50/2 8500. 8500 15. I6 I1 la WAREHOUSE/ROOF RECEPTACLES 12 `20/i. 1620. 1620 19 - 20 21 22 FUTURE RTU - 8 50/2 8500 8500 23 24 25: 26 21 28 29 30 31 32 33 34 35 3b 31 30 39 40 41 42 6649 1- 21 409VA - 60A 0208v /30 23260 FRUT'URE EMERGENCY PANEL OPERATES, DURING PVJR FAILURE ONLY - NO NORMAL POWER I TYPE LOADCE ER i PANEL E 10K AIC MAIN SUS iSDA. SERVICES /4W NEUTRALFULL VOLTAGE 1z0/ 08 MAINS mLO MOUNTING URFA E LOCATION PL. E O S 24 1 GENERATOR ROOM DEM. VA NO-" DEM.. vA IP LE It IRE I D SGRIPTION K r K r DESCRIPTION WIFE TRIP POLE NO. DEM. VA DEM. VA 625 500 20/1 �2 .GENERATOR ROOM LTG REC. / 4 BAY 1 8 50/2 7 500'. 75 0 0 3 4 5 b BAY 2 8 50/2 / 7 500 75 00 b 9 I@ BAY 3 B 50/2 7500 1 7500 IF 12 13 14 BAY 4 8 50/2 7500 - 7500 15 Ib IT IS BAY 5 - 6 60 2 10000 10000 19 20 21 22 - i 23 24 11= 50.625.I VA = 140A 0 208v. /30 40000 '* SEE SITE PLAN FOR CONDUCTOR SIZES BASED ON LENGTH t Y LOADCE PE TER 10K AIC PANEL A 1OK AIC US 225 MAIN. A B SERVICE 30/4W NEUTRAL FULL voLTA �08 MAINS MILD MMOUNTIN SURF CE LOCATION POLES ` 2 BAY 5 OEM. VA NO. DEM VA TRIP LE AREC DESCRIPTION K T. O K T DESCRIPTION WIRE TRIP POLE NO. DEI-L VA... DEM YA. 1687 1350 2/1 �12 GENERAL LIGHTING 1 2 GENERAL RECEPTACLES iz iojl loam 144 0 1500 1200 2 /1 I12 GENERAL LIGHTING 3 4 GENERAL RECEPTACLES 12 20/1 1440 1440 1875 8 5 1 500 2/ 1 1 2 GENERAL LIGHTING G 5 b REFRIGERATORS 12 20/1 750 750 1312 1050 2 / 1 I '!12 GENERAL LIGHTING "I 8 UTILITY GFI OUTLET 12 20/1 500 500 2187 1 1750 2 /l 12 GENERAL LIGHTING 9 ID 2187 1750 2 /l 1.12 GENERAL LIGHTING 11 12. ACCU! 8 50/3 - - 375 300 20/1 112 GENERAL LIGHTING 13 14 15 16.. GENERAL RECEPTACLES 12 20/1 900 900 6000 6000 3 /3 10 AIR COMPRESSOR n 18 UTILITY GFI OUTLET 12 20/1 500 500. 19 20 WATER COOLER 12 20/1. 500 500 21. 22 PHONE/COMPUTER 12 20/1 500 500 - 8500 8500. /3 8 RTU1 23 24 25 `26 AHU7 8 40/3 8500 8500 1 200 1200 20/1 I 1 2 T SIGN ON C 21 28 29 30 COMP. RM RECEPTACLES 12 20/1 800. 800 27000 270D0 10 / 3 112 ELEVATOR 3f 32 ELEV.ROOM PIT / 12 20/1 868 868 - 33 34 35 36 31 38 39 40 41 42 26823 24600 15830 15830 1= 42,653 VA 118A ® 208v. to 13980 16690 System No W L 1054 System No W L 2154 F Ratings I end.2 He (See Items I and 3) F Rating - 1 or 2 Hr (See Item 1} T Raring 0 e I T Rating -1 or 2 Hr (See Item 1) L Rahn At Amb enl Less Than 1 anvil Ft g NOTES ELECTRICAL S L Rating At 400 R 4 CF1v7$ Pt I `©Tye I. ALL ELECTRICAL WORK SHALL COMPLY WITH THE 2001 FLORIDA BUILDING CODE, THE NATIONAL CODE AND ALL LOCAL CODES. II U A\ JT�IJ�r L ELECTRICAL 2. ELECTRICAL CONTRACTOR SHALL VERIFY ELECTRICAL PLAN , RISER DIAGRAM, AND LOADS, AND `" �I�rS' NOTIFY THE GENERAL CONTRACTOR OF ANY ERRORS OR DISCREPANCIES PRIOR TO INSTALLATION. 3. PROVIDE TYPEWRITTEN PANEL DIRECTORY TO INDICATE PANEL CIRCUITING. tea... 4. VERIFY PROPER DISCONNECT SWITCHES FOR A/C UNITS. SIZED PER NAMEPLATE. I�. I. Wall Assernbl The . or 2 hr fire rated gypsum wallboard/stud /` '�}I� -1J wall assembgihaR be rwrstruded of the materials and m thin manner ' S. ALL ELECTRICAL EQUIPMENT EXPOSED TO THE WEATHER, SHALL BE WEATHERPROOF. spadhed in the individual U3Iw or U904 Setles Wall and PaniUun Desi in the UL Are Resistance Oircctm and shall include the toI- 6. THE ELECTRICAL SUBCCNTRAGTOR SHALL BE RESPONSIBLE FOR FULL COORDINATION OF THIS WORK s;=crloNnn Inwmgconswcuonteacure.: WITH THAT OF THE GENERAL CONTRACTOR AND THE OTHER SUB -CONTRACTORS. A. Studs -.Wall ham W rta corrsis[ of either wood studs or sterol I Wall Assembly ec 2 he fim rth,,red gypsum waBhoarestuU channel studs. Woad sBmds W mrlsist of nom 2b Ain. lumber Y 1• THE ELECTRICAL RUCTION SHALL. PROVIDE TEMPORARY .SERVICE FOR USE. OF ALL TRADES AS all b wall avembiy shale be mnshucted of the materials and m the manna constructed sPaca6 16 m. OC. Sled scuds to be mWmum 21n. wide and NST REQUIRED FOR CONSTRUCTION ,peaifaed to . the individual U300 or U400 Series Wall and Partition spaced maxlmunl z4 in. OC. 8: PROVIDE ARCHITECT / ENGINEER WITH AS -BUILT DRAWINCsS. D... 'gas in lire UL Fire Resasance Dnerturyand shall include the mi- B. Gypsum Board` - Thdkness. type, number of layers and Fasten- m.vmg cornsmrwn features. a as r qu ed m th Individual Wa t and PaNnon De ign. Maxi- mu din ter of inn k 78/4 m 9. PROVIDE A GUARANTEE AGAINST DEFECTIVE 1WORICIANSHIP,T AM MATERIALS AND EQUIPMENT FOR A PERIOD OF ONE TEAR FROM THE DATE OF FI ACGEPTAN� BY OWNER REvlaloN LAf'RIL 15, 2005 1!1/ISION I�vISIOM REVIaION y m � U W 1 nL Y •=1 me ape NAL A. Studs-- nd, Frame +inn nn alst if her by Inds ed... ihannld rl ids. Wood studs m r In 1st if nmrl s b} 41n lumber m 8 The hoarty F and T Radngs oe ha fi estop sys em Is equal m the hourly lire raring of the wall assembly bs which It k Iralalied. 10. ,ALL POWER AND CONTROL WIRING SHALL BE BY THE ELECTRICAL SUB-CONTRACTOR(HVAC, TELE, ETC a spa el 16 in OC Steel st ds to I e min 2 1 /2 In wide and pared max 24 in. OC When steel studs ore used and th Cain 2 Through Penetrants- One nonniewlic pipe or conduit to be centered m 4 annular space between i m con within opening with a rm t/ n II. ELECTRICAL SUBCONTRACTOR SHALL BE RESPONSIBLE FOR ALL APPLICABLE FEES TAXES �+T `' i ' I N E E BRL.I I f the ann 9dlbe ufo coin exceeds the width snN ca It P Y p B P _B P PPe ' P to be AND PERMITS. v71 Y J. R famed an all sits using lengths of reel stud Installed bailee, B B and tl of opening. nr conduit rigidly supported dwta n periphery P B Pe BI Y the hardest studs and screw rot ¢had to the sLLei rods at each all bl The following es and sizes of on both skies of the w assem Y BIYP 12. WIRING DEVICES 4 EQUIPMENT SHALL BE U.L. LISTEDCOI'1MERGIAL GRADE. AIEC2FIffECT end. The framed opening nl the wall stall be A g h Iran, uchwide,t h t, 4 ton higher Wan the IS of ibe that, noA. P [ m pipes hl miu Is may be pled' A. mileryfCMmade (PVC) Pipe Horn 6 in. summer (or 13. ALL CONDUIT SHALL RIGID GALVANIZED EXCEPT AS FOLLOWS: AR0086�8 opening, a2m.4 n th i in the openng,a 2 to :when the enehmin Item is Installed In the mounding P B PVC i far use in closed ro- V smaller Schedule 40nted rare C ) pipe N IN A: EMT MAY BE USED INDOORS WHERE N SUBJECT TO NOT SUBJE ABUSE. In h ale score is resent between the enelntln m and the f or supply) or anted rem waste or vent piping system. rzss v (d ) PP Y) P P B YI P P g In on all four sides R Rigid Nonmetallic llic Ctlul[++ Nam 61n diameter (or B: PVC MAY BE USED UNDERGROUND WHERE ALLOWED BY CODE. GyI r psum 4 8.G sun Board* 6/8 in dick Aftwde wtrs uanu Installed I. accordance with matter) Schedule 4o PVC conduit rot ed )TED C: FLEXIBLE CONDUIT MAY BE USED IN LIMITED RUNS WHERE APPROVED BY INSPECTOR tapered etl The plum board rype, h thickness, nber of lay- By fastener Etta be tiro Non 6 of the National Chloride C PolyvinylS Chloride (CPVC) Pipe. Nmm 6 In. (C Code Pipe D: ROMEX MAY BE USED M RESIDENTIAL A IGATIONSIJNS WHERE APPROVED BY INSPECTOR PPL ees em, rype rid orientation , sfiall a LsFa an mdlvidual U300 or U400 Series Dev r In the UL Au lieskranm qi Chlorinated ( t use m closed m diameter diameter SDRI7 CPVC e m ( ) PP P 14. ALL WIRE SHALL BE COPPER a10 AND SMALLER SHALL BE SOLID TH - N. 08 AND LAR3ER SHALL BE p Dirccto Maxdiam of o enin n. 32 I mod fur Seel stud walk y r B Max diam of opening u [r for loud stud walls s r van drain waste or vent piping s seem co" o Supply) or led ( ) ply) or V PP Y PP BY fol $ THHN. CON WI INC $Fi 14 THHN. STRANDED CONTROL R ALL BE P g The FRa[ing of the firulop system k equal m the for mtlng of the a System fv a seem shall be as 3. Firetrap S lam The demds of die es[ lows P �' pry 15. THESE PLANS ARE BASED ON AVAILABLE INFORMATION- NOTIFY ARCHITECT/ OWNER OF ,ANY wall assembly. A Steel Sleeve Minimum 26 gauge galvanized steel nu 6 in CONDITIONS WHICH AFFECT PROGRESS OF CONSTRUCTION. 2 Throe h Penetrants One melailk pipe, adult m tubing to be B P P B installed either concentn aR br eccenfnaalt w(thln ire flresto s s� Y yy P Y An 0 i to 2 I/4 1n II rail width E w with the outside diameter equal longer than overall o all 9 B to diameer of a rim i w ail plhe Pe B P all 1rmgsuc Ib. VERIFY ELECTRICAL REQUIREMENTS OF EACH PIECE OF EQUIPMENT PRIOR TO ACTUAL em annular Cicada max aired within 1 u re m n a W Ti9 frea'Jon P Ys P B Y P Sides system. n, Pipe, conduit four tubing pe be r µsiz sup meted on prom sines of wait assemby The following types and size mf metallic pipes, i Sleeve laced in was o enin such that longitudinal scam . 1. pp g B P B 3 n extends and both sides of wall Edges of sleeve to be bey g 11. CONNECTION THERE -TO. CONNE HERE ESTABLISH FIELD LIAISON WITH PROJECT MANAGER PRIOR TO STARTING WORK VERIFY ALL randults or tubing ma be used: e r A. Steel Pipe - Nom 30 m diam. (or smaller) Schedule 74 (w rang slits to form retaining robs Provided with Cavity B. &4 Void or Cavity Materials' -Wrap Slip- Nom 1/6 m. EXISTING CONDITIONS AND NOTIFY ARCHITECT /OWNER OF ANY DISCREPANCIES. heavier) sleet Ripe. : B. [son Pip. Nom 30In. diam for orductile iron thick intumescent material supplied in 2 in. wide strips Mini- mum four tnuouslayer of striplightly oninuo 18. ELECTRICAL SUBCONTRACTOR SHALL VERIFY LOCATIONS AND CONNECTIONS TO ALL ELECTRICAL E -.Smaller) cast 1 e. irhoopstripirewalwrapped wall and r¢cessed around nonmetallic pipe on both sides PP QUIPMENT FURNISHED BY OTHERS, PRIOR TO INSTALLING OUTLETS, CONDUIT STUBS , DROPS , ETC C. Conduh- Nom 4 in diam (or snraBer) steel electrical metallic offwal suet sleeve 2 ck from the end of sleeve on boor sides VERIFY LOCATIONS OF ALL CONTROLS FURNISHED BY OTHERS. INSTALL CONTROLS AND MAKE tubing or 6 in, dmm steel conduit B of pall. An additional stack of four coati nal layers of wrap P r CONNECTIONS THERETO. D. Copper cubit , -Nom 6 m diam (orsmaller) Type L (or heavier) nipper tubing. n nonmetallic pipe on both sides of pipe thew tightly wrapped around P P the wall and butted against the flax[ layers of wrap strip ` 19. ELECTRICAL CONTRACTOR SHALL ASSURE THAT ALL FEATURES COMPLY WITH POWER COMPANY R. CoppmPipe -Nom 61n diem (or smaller} regular (or heavier) scan antl recessed 1/2 m. Imm each end of sleeve. The slit edges of REQUIREMENTS. ALL EQUIPMENT NOT FURBISHED AND OR INSTALLED BY THE POWER COMPANY 1S capper pipe. sleeve to be bent 90 degrees toward pipe. Two minimum 1/2 in. TO BE FURNISHED AND INSTALLED BY THE ELECTRICAL CONTRACTOR 3., Fill, ar Cavilp Maledid' - Sealant - Min fi/0 m. thickness of wide by 0.028. in. thick staWeas steel band clamps shall be tightly Mill material appitedYwithin the summer, flush with both surfaces of imaer ad around sleeve no ooth sides of wall. approximately 1/2 20. FLUSH PANELS ARE NOT TO PROTRUDE. THE DEPTH OF THE WALL SHALL BE CHECKED PRIOR TO ILLIDEASHDR;ATEO ORok-dD OAND PF Made wall. At the point comae,, location between pipe and wait. a min 1/2 in. In, from the wall surfaces and 3/4 in, from each and of sleeve. ORDERING. ARE 01140 15 BY TMIB F T14IIIIFY' dlani bead of fill material shall be applied at the pipe wall interface on MINNESOTA MINING & MFG CO -Uhm GS ARE OWIiD DY AND 111E PIi01°BQrT OF TINB both surfaces of wall . C, Fill, Vold Cavity Maurlak' - Caulk- Minimum 1/2 In. 21. ALL EQUIPMENT SHALL BE PROTECTED IN ACCORDANCE WITH NEC. 230-W OFFICE AND Ilea alaATED , EVOLVED AND CONSTRUCTIONDIV OF DEVELOPED PAR USE at , AND OI CCNNEOTION HILTI IFS-C.a CHfl1NICALS, hand aF caulk shrill be applied to outer perimeter of diameter ea T A HILTI INC-FS-OneScalanl PP ve 22. METER CENTER TO APPROVED BY F.P1. PRIOR TO SUBMISSION OF PERMIT WITH THE 14PEORI® PICJ.lEOT NaIE Q d1G4 c of wall at sleeve/wall Interface. "Bearing the UL Classification Mark sleeve on both sides SHALL MINNPSOTA MINING &MPG CO - CP 25WB+Caulk IDEAS, D ISY O DISCLOSED fO OR PLN40OK 'Bearing the UL Cmssd,cadon Marking BE USED DT OR MW OR CORPORATION DISCLOSED TO ANY -00 ++Bearing the UL Listing Mark I YlAfiTOGts-�WiFiWErIaNT1Et4 FBO`BOOION i afi ROYAL APICHEREafltla a 0E6164, MC 5 System No. W-L-2148 System No. W-L-1176 ME F Rating --. I He F Ratings - I and 2 HE (Sae Items i and 3A) [3e ' T Rating - I He T Rating -12 He ._ate A -1 (� �e © I - O 0000 ;, - I r'„ . v.. O OOCO ` 1. Wail Assembly.- The l hefirerated waliIn the cstud waft A assembly shall bu ual U30 Constructed of the cries materials and m the manner sperb. Red a the individualnce Doe tort' Series Wall and the ll Designs recTton in the U.. Fire Resistance Directory and shall include the following coin s strA. St features: I. Wall Assembly- cte 1 or 2 to fire cased d in the wall swam - A. chars- Wasl framing maycometcoast (if f mot wood studs m steel bly shall id constructed 4 0 S materials and m the manner aped fled In spaced studs. Wood studs to consist in nom 2 by i in, lumber the FireIndividual nce or U400 Series Wall and Partition Designs in the W spaced 16 in. 4 1 . Sine. studs to be min 3-1/2 in. wide and UL Pee Resistance Directory and shall Include the following construe Z - MEmmaxanm,OC tlaA features. B. Gypsum Board' t Thickness, type, number of Ingest and fasten- A. Slats channel Wall Woo shall consist of either woad scuds or sod ars ns f op ening she individual Wail and Partlon Design. Maz spced16 in. Wood studs to cobetsr ofrackin 24/2 i by Ode lumber a `$•. ream of he n; is One o In. spaced in in. OC. Steel stars to be min 2-I/2 in. wide and rses`1" 2. Through Penetrants- One 1 inm alin pore or Conduit to be C or s�pMi max 24 In. OG within opening with a mum enin In. ann War space between µlye or B. Gyyppssum Board'- The gypsum board type, tNckneaas number V / Conduit periphery of opening, Pipe or conduit tdtne rigitl.y wp oF.layets. fastener type and sheet orlen[mlon shalt be as nfied -yr poned on both sides of the wallbiessmnbly The following types sort in the indtvlduai U300 or UA00 Series Design the UL AFre J sizes of noiimamWc i as o"on dints me be used: �`•�' Y 'tt f N18X BRa 0t opening 4Y Itle 5(. la. wllll inaJl p ppResistance of 8 0 8 P B I A, Se is Ed Chloride (PVC) Pape c Nom 2 in. diam t(orie smaller) e dimension of Ill in. Max width of.parings in wood stud wells is 4-L1 Schedule 40 solid core m cellular mre PVC Pape mr piping cursed The hourly sly F 1a1 'rs nr vented rein waste or vent i iry s •s- him. or supP1Y). (d ) P p B } The acing F Rasing of the assembly in system as equal le the hourly O B. Rigid Nonmetallic Conduit++- Nom 2 in. them (or smaller) fife relines of the wall assembly N which a is metInaallic to 9' ' , JCnenme?IIrP 2. Through Penetrant he One or more steel electrical tee tubing tubing to �.d..k of the National Eledrhal Cade NIPA No. 70). be In. wind within the opening. The space between tubing periphery be min C. Chlorinated Polyvinyl Chloride (CPVC) Pipe-- Nom 2 a 1/2En. and max "i in. The to m between tubing and ping type of �, w„ -A Pan shah be min 1!2 in. to max 23/8 in. The Following types and xy$ diam (ur smailer)SDRi7 CPVC pipe Far use inclosed (process or sizes of memllic tube may be used: " Idiom waste or vent piping s stairs:: supply) or vented (drat rot ) p p g N A. Conduit- No mat diam (or smaller) steel electrical metallic s. -0, A, Smaller) B odel ene Styrene (ABS) Pipe NAR _ nu Aiam tubing e 2 m Clam steel System I 1 mrs Ire for o 1 ore or cellular core o System The firestop s sum shall consist of [he followin I., smaller Schedule 40 s a l e pit,. 3 Firetrap t ( ) P Y P Y g f it /A packed Into fmin4 r vented (drain, was e n ant A. Fucking Material Mtn 2 1/2 or 3 3 I o use In closed roress or supply) o ( ) V / piping Systems. PP ➢) pcf mineral wool bazt hnsula[lon firmly packed into the opening for 1 or 2 burned wags res ect,el Min - (or Fare Retardant Polypropylene pipe(FRPP)for Pipe Nom 2 ro diam es a permanent forma p y Brat wool to et recessed from both sides of the assembly to %•' s closed (process or Y is 40 fRPP pipe s ( mr smaller Schedule P ( ) PP there aired fluckncss of fill ma[edal rem 3B . sup y) ar venter (drain waste m vent) pipings 5tmn accommodate Vold 6 ) Z q to 1 Void m Cevl Material Sealant Min B Bush i thick y B. Fill. pl derails of thcfimsfo I System shall b as lot 3 Zwc Pnrcsrm S stem the Ys rY I mat rya IIcA within the annul flush with both mess of fib erW us. -7� Jews: PP surfaces of wall r Cavil Materials' Wn Strl Nmm.One _ A. FBI, VoldoP YP HILT[ INC FS�ONE Sealant thickluminescent material supplied In 2 m w de nonmetallic One n mp 'casein din UL Cmsstflu Zion Mark layer of wrap strip tightly wrapped around . wideripipe with 8 and egh[Iyy butted and held in amen with 2 hn wide ann 3 and � folltape.Wra stripto be slid alto en telal space on both sides of 4 vY wail such that 1/2 wall. to of wrap strip extends beyond both wal surfaces of the l. Minin IS gaugesteelware Us p. be secured -R around middle of es2eMing pardon of CO SM Mld or Cavity a TA MNING & MFa COP Ulna GS /8 B. pals Vold or shall bea plies Caulk Min a on Neck- _ mess of caulk shad be applied 1/ In. b annular spate ll a im sides of welt A.po ed end of min 1/0 in t the of Caulka/wr shallip applied at the exposed end of wrap ship a[ the pip¢Jsvrap crap Interface on both sides of wall MINNHSOTA MINING &MPG CO CP 25WB+ Caulk Bearing the UL L Listing Mar Marking ++Bearing the UL Listing Mark ' K4 O RSENCY PANEL ITYPJ TYPM.AL 5OA/2P EMERGENCY BREAKER TO EACH SPACE 4-•3 Tt4UN CU H TENANT TO HAVE 5OA/2P EMERGENCY POWER - 12x12 WIRE WAY GUTTER (2 SETS 4500 MCM) IN V R:SS II II II II r7j'k r7&A- r7j& r7&-W1 fiVV HOUSE PANEL 11 1711 17111 PALL ^J 225 A225 A M j1 M I I f M 1 I M I I I M I T-1 T-3 T-5 + / I t / I+ /1 J+ / I M LfUTiUr1�J. LFUNf�J LFIlJ�is£J LH j . _1L_ r -I r `Y r 49THWN CU ❑:: 200 21a0 200 200 2 - 3 3 3 3 3 I i 2 2 00 00 200 200 200 ,. X. 1 I I I I 1 I WP 20i1 BREAKER I Z I I I I I. I I I. I I NOl.ISE I l� 4 5 MCM IN E I I : t I I 1{ I I PANEL I 4' CONDUIT � 3R i 3R I 3R j j 3R I j 125 A' I J I I I I I I I I 0 Q L_ -J L_ _J L_ _J L_ J (. C ' I i I I L I I 1 1 SLDCs 2 � s ll TT TT TT- MC5 � II £LEV 1 I I I I I I I I I I L J I I i I I I 1 1 I NEMA IAR I f I 11 I I I I 11 -t- i 1 I J I 11 I I I I I 1 i I I I I i I 1 I L_-T_J----._-_ It �.�L�I I I I I I I I L----'i I I I I I I 1 I I I I 1 STEEL EL 1 I I I I i i I I I I 1 I 1 Cx STEEL I I IL 11 I I - -�-�LL��' I I I I I I I I 11 I I I I 1111 I ERGENGY PANEL IN GENERA ROOM • 3/0. CM GROUND 11 IN In NtOFi I 11 I I I I I I I I I 11 II II II 11 11 II II II 11 I i i i I I I I 2 CONDUIT bTiffiBED BELOW SLAB W/ --- --- I 11 I I I I iJ------------------------------'------ ------------------------------ TO ) I! I I I I I II I I I I I f.P1, ' i I 2" CONDUIT STUBBED SELOW.8LA5 W/` `b INC 11 1 PULL rR i------------------------------------------------------------ I I I 2 CONDUIT STUBBED BELOW W/ 1 PULL S TR NG 1 I I1 1 I - - --- --- ---- ----- ------------- ------------ ------ I I I 1 I I aI I 1I. i 2 CONDUITNIGGI 5ED BELOW SLAB W/ I l PALL bT21NG --- --- - -- - - - ---------------- --- ---------------- ----- -------------------------_ I I _ 403/0�44 ft bTUBBED BELOW BLAB W/ 4j)6 - 2"M TO .EACH SPACE -- ----- - :. -- - - --- ----- ------------------------------- -- ------------ ----m- --- ------ -------------- 11 PULL STRING ON WIfRE a Ctik ER OPTION Oo W M ,a IS W ,y 0 a U'- i-- O ill _ LI) 1.1J AA Q Q �+ CS p, J I ^J - DRAWN R DATE g DEC. 30, 2004 �A1-t I AS SHOUIN SWEET Eva4 $,.;_iglu TRIGAL PLAN I r Ex.�F7Fa v v _ -- - -- — — --- ---- 12x8 200 FM 1202 1.UAREf40U&E DRYWEL \ d I A-3 1 /2 we UP TO ROOM 2 14x8 TO ROOF 2" COND. Iro s/2 8 f i/2"c In^c ,� SERVICE INK I, UNIT 'Ir1 g UNIT UNIT04 UNIT 05 1®"f CFM EF3 I � TIE TO COND. IUO'1 N o r3WCFM 4"c I2"c N EF3 tOx8 GAU i C HIGH/LOW DISPLAY > SHOWROOM 3/4"GV T t re ew 2e y A L 8 u I c 200 CFM & 5 3W CFM 79.f 8 f 8 HIGH24xOW 24 ROWER a I RAG I � � r I 8"f V.T.O. a 60 C.F.M 0 A. UNIT al 3/4'CW 2"GU\ a i 24 I q _ -COL. 3W CFM "W GFM -- — f /�I 10f STRJCT.T 8 8 C8H0 ®CFNPM P li I 1 COI I I I e I Ie Ti <Ti eIi Il Il �II TI ...e 7 rEzz LlrE I oa11I 200 CA sT 2W CFM 200 CFM sT�OIR 6ATF2W CFM SANITARY LINE 3/4o (TYPY 8 3/4" V 14"f I i I ?AI - . 14"f "f10 f 5TUBGA VALVE ;A Ti °f 8f cLG.T7%OFFICE '4" GJ 7° 7"f1 1/2 CFM /4" 3W CFM 20D00 C€RI I G. WATER LINE m GLG. OFFICE A E PU 4W ) t2 $ a 4"f V.T.O. 4"f V.T.O. 2W CFM 2W CFM L 60 C.F.M O.A. ® 60 C.F.M O.A. I INCOMING 2" WATEL LAR �I I TO LIFT STATION ....... -. I ;I:::.rk: r m�. ,r��gS. ,a � .k�I,. � �'a� y M n Fg �. � �.:+ _j '�' �� A � E%1'R3 XY 'L* A G E. i DRYWELL (SEE DEfAIL) REVISION � APRIL 15, 2005 REVISION - REVI910N I 1 STE N J. . 5RUH ARC:14ITEOT ' j AR0086'tB ___: I I � i i :irr r ALL IDEAS DMWM ARRAWC£BRe AND PLAFS MDIOATED OR REFREEGEMED DY T" DRN l.� AM OUNED BY AND TM PI'GPERTY OP TW S O CU AND UUM GATED, EVOL.VED AM DEVELOPED FOR WE ON AND M OQfEC.i URTK TWE eew"EO PROJwT, NONE OF SUOW !PEAS, DESIGN. ARRAtr.VlW S OR PLANS SH L ESE USED BY OR 00CLOWD TO ANY PERSON, FRW OR COO -ORATION FOR ANY PUR+CBE U TSOEVER UwM1 ff TIN: UNIT" N PERMSBIO OF ROYAL ARCWNG rU 6 DESIGN, efO. Q Lu O U � U- LU w O J_ � 1L -A �s ' z WE ,Tm DRAB PR DATE DEC. 30, 2004 Gc.Qm AS SHOUIN SWEET F F _I�"1r31NC L `t PHASE l OR 25 alga m 14x8 400 CFM sgom CLEAN 148 SR 400 CFM n r.rrrr.,r.r+ 12">M' MIN. FRESH AIR MTAKE w IW AM 12'XIS' MIN. FROM AIR INTAKE • 16' AM 12'XIDN MIN. FRE.8F4 AIR INTAKE • B•' AFICs. I j COMP ROOM I I I j COLUMN ¢ __ . . SKYLIGHT r---- r----� r I r----� -- i. I W[vl Ir�LtT 1 AI[YI. IriL7 I I I I I k�TJ*4T Fr \� I\ a \n \X i i. ( I I \ �� A 1\ �� A1 , \ I I / \ I \ ..� A \ �� /I I EXWAUST —Wx8 GALV. TO I CAP (10' FR M OAD 4' X 4' AIR XHAUST PENT i VENT/RTURCURB ON ROOF ROOF/YENT RB ON ROOF WAREWOUSE 7U 36x24 RAG-' A/C ST®RACsE , ON ROOF r--- � y 148 SR I I 400 CFM I I .10x8 SR PWONE -200 CFM COMP. 0 148 SR STAIR h 400 CFM III --'-- -- -- -.-- --- - COLUMN Ck -. -- -- - --- -- ---- — _.....-.� — ---- --.. �- -- ------ - - I I I I SKYI IGM SKYLIGHT SKYLIGHT SKYLIG14T c- --7 r-- r---- I r----� r----� ----7 S_�.__7 1 \ ! 1 1\ !I I\ /I I\, I I\ / I STAIR A4� I\ /.I I I I I I\ lI I I A,CGl ON. ROOF I I\! I I/ I I AGCU IN ROM, ROI 1\! \/ � I i L---- J �� \\ �, I/ \7: L----J � �- - COLUNM (F a � BOX FOR I _ R�PIPING 4 I I 1 I, 7 MEZZANINE ala FILEC'�,Opy �� K� _ N Fes'�� a� ._ APRIL 15, 2005 "Volo' - ---1 I o STEVEN J. BRUI-I ARG4MB= AR008618 g^ I N? I h ALL MMM: MPCATW ac 00W C MM AW zxieonrl� i cai;6+ r+c7 QUJ e �" )Q LL U 9 .71 O O'.C�3 -- >1 W M _ 7i CT aRT w -Z - v Z � � I i a w �o If wAn U) o O W s c) ' JLD kA yJ DRAW PR i DATE ---' DEC. 30, 2004 - UNIT ATTACHMENT TO STAND UNIT t of STRAPS UP TO 12" 1 FFR amar 12" TO 24" 2 Fo1 m 24" TO 36" 3 m m 36" TO 48" 4 m SE ALL SCREWS MUST BE MINIMUM 14 GAUGE WITHOUT GASKET TABLE 1511.7 (FBC 2001) CLEARANCE BELOW RAISED RAIL AND ROOF WIDTH OF MECHANICAL UNIT (INCHES) MINIMUM CLEARANCE ABOVE A80VE ROOF SURFACES (INCHES) <24 14 24<36 18 36<48 24 48<60 30 >60 48 STRAPS MUST BE MINIMUM 22 GAUGE DESIGN WILL WITHSTAND 140 MPH WINDS WITH 3 SEC. WIND GUSTS iT CDNC. CMDi �BE®_suBFerr RT'J MAY NOT BE INTSTALLED AT THIS TIME COORDINATE WITH SPECIFICE TENANT REQUIREMENTS 24- DEEP MN CRUSHED ROCK, E-�- PACKAGED A/C UNIT (MIN I SUS" F- FACTORY CURB- FLASHED TO ROOF D RYW E L L DETAIL . 3"0" STEEL ANGLE BRACE Nrs ' � EXISTING BAR JOISTS ISO -PAD EACH CORNER \ \ i �� \ f- TYPICAL UNIT I i RM ENTERPRISES "PMS" ROOF STAND SEE RAIL SECTION R TU MOUNTING DETAIL .I II VIBRATION CONTROL PAD / Nis (4) 22 1-V8" w'dg HURRICANE STRAPS 1-3/4" X 1-3/4" X 3/32" MOUW UNR ON (4) NEOPRENE PADS 3/4" SELF TAPPING SCREWS (2 PER SIDE). PER uUNIT. (� 3/8 X 3 4 long A307 STEEL GAL'V. IN sxEAR Iso A BOLT TO BOLTS AND NUTS FASTENED 0 WEB 0 ALUMINUM UNIT WITH l/2^9 BOL15: ANCHOR IsouTows STAND RAIL. OR 3-10-16 X 3 4" HWH 3 SELF DRILLING 1-5/16" GALV. STEEL BOLT & NUT To S EEL w/ (2)-3/6 a BOLTS OPTIONAL cALv. STRAP w 3 4" /)T gF SELF -TAPPING SCREWS 2 PER SIDE) HILTI KWIK FLEX SCREWS TO WEB OF ALUMINUM STAND RAIL 1-1/2" X. 1-1/2" X 1/8" WHERE IT IS IMPOSSIBLE TO ACCESS FROM INSIDE 1-1/2" SCH 40 WALL. 5"X5"X1/4" BASE PLATE IN PITCH POCKET BOLT THRU TO ROOF STRUCTURE SEE CONNECTION SCHEDULE ABOVE EQUIPMENT STAND DETAIL P' NTS ,E)C4A116T 4•X4• ®A.v. C BlAB4ER ROM)3ECK1,02' -� BO VIA. MO EXbkVffiT DIDCT. EOLT (4 AEQb) r.a I-'-.A1,1 wn lA 11 REFERIG. CONDENSING 1/4 L X 3 X 3 EIIOGdE lop. UNIT STEEL SUPPORT FRAME CONTINUOUS SHOP WELD CANT & FLASHING w/ SOZE SMUK O CONN. EA EATHER HCA AND VEN7� REFRIG. PIPE PIPE CHASE Y S 3"x3" ANGLE 3/8'o BOLT OR THREADED ROD EACH CORNER _ U PLIFT DESIGN O 140 MPH. 1/2 0 RODS RkR CLAMP HANGERS (4).1/4' THK. X 3. 0 STEEL WELDED TO PL IN PIPE .COLS. WELDED TO . PITCH PAN. FRAME ABOVE AND TO REFRIG. UNIT MOUNTING DETAIL PL IN PITCH PAN BELOW. SCALE: ;/2-=i•-0' PLUMBING NOTES 1. INSTALLATION SHALL BE IN ACCORDANCE WITH THE 2DO1 FLORIDA BUILDING CODE AND ALL LOCAL CODES. 2. ALL MATERIALS SHALL BE NEW AND CODE APPROVED.'. 3. VERIFY ALL EXISTING SANITARY AND WATER CONDITIONS IN THE BUILDING. ALL NEW DOMESTIC WATER PIPING SHALL METAL TIE + ESLOCK BE COPPER. ALL NEW SANITARY PIPING CALL HUBLESS C.I. OR PVC. AS REQUIRED TO INTEGRATE WITH EXISTING PIPING. i. THE PLUMBING SUB -CONTRACTOR SHALL FURNISH A.WRITTEN GUARANTEE THAT PLUMBING WORK IS FREE FROM DEFECTS IN MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE YEAR. FROM THE DATE OF ACCEPTANCE BY OWNER. REPAIR OR REPLACE ALL WORKWHICH BECOMES DEFECTIVE AT NO COST TO OWNER. X 4' THRII BOLT 5. P UMBING - NTRACTOR PR R IR P L SUB CO $HALL OVIDE EQU ED ERMTIS. GENERAL H A N® I EVT _ : 6. INSTALL PLUMBING FIXTURES AS INDICATED ON THESE PLANS.. COMPLETE SYSTEM FIXTURES AND DEVICE SHALL BE GIVEN AN IN-SERVICE TEST AFTER COMPLETION OF INSTALLATION. fk 7. ALL EXCAVATION AND SACKFUL AS REQUIRED FOR THIS PHASE OF CONSTRUCTION, SHALL BE PART OF THIS CONTRACT.. P•T,.2X6 8. BUILDING DRAINAGE SYSTEM IS BASED ON 1/8"/ FT. MIN. FALL. FOR ALL PIPING 2- AND SMALLER SHALL SLOPE O ALL DEVIATIONS SHALL BE APPROVED BY ARCHITECT/ENGINEER AND PLUMBING INSPECTOR 1. WAD SUBCONIMLT6R SNAIL. PROVIDE ALL SAHWL ER MATA IMS AND 0"MENT TO INSTALL A COMPLETE- AND CFE IGING A/C SYSTFN• 9. DO NOT SCALE FOR THE EXACT FIXTURES. PIPING . EQUIPMENT ETC. 2. WAIT SJBCOII TOM TO PROVIDE ALL REl w "VAC PEIE96, 10. ALL WORK SHALL BE COORDIATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH PROGRESS OF S HWAD AiWNIPACfgt BRILL FROM SNOMMENr AS SCHEDULED ON PLNB. PITCH PAN CONSTRUCTION. 4, 91SOLLATDN $FALL BE N ACOO6WE WNH 2001 FLORIDA ARSE IO CODE 11. WATER PIPING SHALL BE TYPE Y- COPPER WITH WROUGHT SOLDER FITTINGS. UNDERGROUND PIPING MAY BE S DUL'IBOMD DUCI9LNE STALL E iABNTAIED 'ROM YS .WIB6-ewAAUE J-u Yp GAF Y�GLASS DUC7001ARDAID NBTAILID Pm LID SMFLMA F1F7mlE dILY SHALL BE TYPE "M" WITH PROPER SLEEVING AND NO JOINTS BELOW SLAB. a ANAL EtA06m-AIL OR EQUAL. s1 A Mf ttrt:5 . HETNI9E C+ A3 st>oRRam BY MCl9TE.T. OVE) h I I i/®WN 12 FURNISH ANDAPPHAMMER ROVED WATERRESTORS AND OFF VALVES WITH ACCESS PANELS AT FIXTURE OP INSTALL PER PDIIN EFFECTIVE RANGE: 7. 4 Aw 'TOR NAIL TEST AND SAANCE THE AD OLLWNi6 TO THOM INDICATED Oil PLAN& PRO" 13. PLUMBING SUB -CONTRACTOR SHALL PROVIDE ACCURATE RED -LINE OR BETTER) AS -BUILT DRAWINGS TO AND EED9Dcn1. WxlroscntrR 91dAlL ARCHITECT / OWNER PRIOR TO FINAL SIGNING -OFF OF PROJECT.. 0. PTOVOE ALL SWIR9ES TUEmwusmA SHINS. E AFFARS+FD m EwAuDa LaMEACIURFR wrN HEAT/COOL1w 14. THESE PLANS ARE BASED ON AVAILABLE INFORMATION. VERIFY EXACT LOCATION OF EXISTING WATER AND SEWER. . R FIN ALRD/Ow ffiTT9D. PROVISIONS. 10. 11. CONTROL 10 E PROVIDED BY THE EiD1.7T9Til WNmnRpR. TIE FAPC ASAIfVLTiN SNVL PROVIDE mum 9UNMNRE TKAT SWLL WAwRAIN AL. wgtlOM9S® FOR 15. . VERIFY EXACT CONNECTIONS OF ALL EQUIPMENT SUPPLIED BY TENANT. PERIOD OF FINAL ACCEPTANCE ANY FIRST YEAR SIAUL PERFORMED D'LABOR DATE ER. E AT CM GARNNAIVE YEAR WARRANTY B MKREI%AUG. 12 ALL WORK 81V41 E COORDINATE) NOW On" TRAM TO AWXO DELAYS WHICH MAY DELAY PROGRESS OF CONSTRUCTION. 13 R1mG 'SRNU E OEFOSA0.E TOPE RAIN PNTNL SNARE INDENT` AWE.91N1lt OF Im AND A CLEAN PEE DROP OF A& PROVIDE 2 SETS. 14 NECESSARY OFFWOT W= AM 1Wg41DtS TO PROVIDE A WHIAAEIE AM1 Qf%T1aPC AYCAVO S15TESN NT ID ILDRDFAI. COW TO 0A1FR. .. 15. P9E AX 0MODE7RATE ORNNLS TO WIDE AT EG9mR OF BUSD96. PROVIDE FLOAT S7M1TCM N 6AFE PEAL 14. ALL FLAX CONNECTIONS SHALL ROVE SPIN DOLLAR TENS TO N Y TRUNK, - 17. OUTSIDE AR QUANTITIES ARE 9ASPD ON ARM 92-1900. . TL X& LA'-N INRVSERS S89GL BE '111W TMS-AA OR WEAL NAMES NOTES) " 19. RETURN GIVES SHALL BE 171IR- 4­F10G TITER SACK. UNIM NOTED OIIERWRM S • 20. S OOK U. GRILLES SNAIL BE 'IRU$- 271 SEAS. UNLESS NOTED OTHERWISE - 21. Cmw DFRs6 SHALL E TM' TOO STOIEB. IRS258 warm ailElllpF'E 22. ALL ROTE$ WEN A COMMM SYSTd AN FLOW OF 2000 OFM OF ANDf. SNAIL HAE SWIE MADMOR N S1RYY AN DLICr DUCT Eh1TOLs SILL. BE NIERAq® AND BE CpREG1m TO AN ALONE VISUAL FOR PAD. e - 2*v. WHOM ADQIROHAI TANS AWE AOOED 10 A ZONE 10 EX® THE 2000 CrK. OEIBCINRS BNNJ. E ADDED TO EOSTNG UNTIE. ZR. ALL DRAIN FWNS SHALL E HAVE A WNIMOSAME OVERFLOW !RW-OFF ONTIM L'AW T-SNRpP MODEL 532 OR APPROVED WINE) _.J 2'v. AIR CONDITIONING EQUIPMENT SCHEDULE MARK ARI BTUH T SEER SEE MANUFACTURER COND. UNIT MODEL# VOLT 0 MCOP AHU # CFM SUPPLr1KW HEAT VOLT/0 MCOP OA CFM NOTE 1 88000/ 67000 10.0 1 CARRIER 38AKS008 208/3 50A 4ORM008 1 2800 7.5 208/3 40/3 300 CFM 1.2 2 29200/ 27000 10.3 CARRIER 38BRGO302.5 208/1 30A FA4BNC03008 1 800 .5 208/1 60 CFM 1' 1. HEAT / COOL THERMOSTAT 2. SMOKE DETECTOR IN SUPPLY AIR / I z-°1Av / ' uv we / 2 I - INC / wC y ill I 4"10 LIFT STATION (SEE CML DRAWINGS) 4' I SK J�1 / IAV I 2•v. I lAV I/ ` LAY If- Iti ROOFTOP PACKAGED UNIT SCHEDULE MARK CAPACITY CFM EER / SEER KW HEAT VOLT/0 MOCP MANUFACTURER UNIT MODEL # O.A_ CFM WEIGHT NOTES 1 60,000 2000 10.8 7.8 208v./30 45A "CARRIER" 50HJ008 192 CFM 898 LB. 1,2,3 I ,.wc 1. HEAT / COOL THERMOSTAT / we I � 2. SMOKE DETECTOR IN SUPPLY AIR J 3. PROVIDE FACTORY CURB IAV We 4:. OUTSIDE AIR CALCULATION PER 62-1989 - 3� RECOPY 3850 SO. FT. � .O5 CFM PER SO. FT. (ASSUMING T00� WAREHOUSE)LAV 2 2" FROM 2N@ R. 3 IAV LAV UR 3" r I H$ 2. I FAN SCHEDULE MARK UNIT. TYPE CFM ESP. HORSEPOWER VOLT/O MANUFACTURER MODEL# NOTES - EF1 ROOF EXHAUSTER 6500 .125 1/2. 115v./10 GREENHECK GB-36 _:. 1,2 EF2 FAN/LIGHT 70 .125 - 115v./10 BROAN 689 - EF3. CEILING CABINET 200 .125 1./2 115v./10 GREENHECK SP15 - i. SWITCH ON TIMER W/ MANUAL OVERRIDE - 2. MOUNT ON HVAC CURB IF RTU NOT INSTALLED. ` CLFFNOUT AT BASE EACH I STACK • TYPICAL WAREHOUSE 3850 SQ. FT. (62700 CUBIC FEET) x 10 MIN. AIR CHANGE= 6270 CFM TYPICAL WAREHOUSE 3850 SQ.. FT. X .05 CFM/SQ.Fr= 192 CFM MIN. OURSIDE AIR FOR OFFICE SPLIT SYSTEMS TO BE CALCULATED AT TIME OF TENANT COMPLETION SANITARY RISER L DAPRIL 5, 2005 IRevIeloN I nevlelaFl I : RiEYIOIGN I I ® I STEVEN J. BRU-I- AR008678 ? 7. i 4LLJ a R� _ ILI 0 N U ul 1I ;'(2,; d N 11� 11I 1-N I tl�-iyi'JE LU 4Du44° v u _Z A -7<Lb Ill W_ III w b > w � � I aATE I DEC" 30, 2004 SCALE AS SI-IOUN SWEET I vrl L — -- T -- --- ---- ----- — -- --+ — — —�----------------- -------- --- --- --- — -- _ N ' N f❑I F------ -------— —------- STEEL PA B7 STAIR (SUBMIT SHOP D ------------- ---------- ---- -- ---- 4'_4" STAIRS 4 LANDING MANUFACTURER 2'-10' S GNED 4 SEALED WiNGS) p i ------ --1--- --- ----- ITV_® 0" ---- --------------=- uIF-24 1 s-5 --------------------- 2 s-5 TYP. AT DOORS ----- ----- -------- 2 s-a TYP. �� Im 00.y ---- - m in ______ 11_� I .�. 0� 1 I r-----� 1 I I IfW- -.;1N i i t I - r r T.S. --__ T - — — — -- — ' I hr—T,9. F NL$-1 AND 25 NOT USED CJ. (TYP) I I I I I I L UP-24_J in N 1 m in all, fffII II'-9 I/8' I Q I I I SC_3 F49 In — 1t PNL-32 NOT USED 8'-6 3/4 1 1 1 19 I 9 9 i I 1 I I 1 1 r SC- r48 T.O. IT ---- ---- F -1 I I 1 . AT tLEVA I 0" I I ____ ----J r---- I 1 I I I L-___ SC-1 ---- F108 I I I I 5" CONCRETE SLAB O ----J WITH 6 X 6-W2.0 X U11. VAPOR BARRIER ON r-CMIPACTED r---- I I I I GRADE REINFORCED I W.W.F. ON 6 MIL L__-- POISON sc-1 SC-1 ---- I - 1 I 1 � ____J r---- 1 C. (TYP) I � : L._--- Q SC-1 ---- F108 V 1 I 1 � N 9 N m xx _ 5'_9" I lT7PE3U1 I TYP. AT 2 DOORS s-s I - �lr ---------- 9 I/2" EL. -4 I I TREATED SUBGRADE, REF. FIN FL-0'-0" TYP. 1 1 I I REt SC-3 I T.O. AB s—a I PANEL I F4€3 TEL.-0" I --- -- WF 24 2 5-a I F48 SC-4 SC-1 F84 _ ---- F108 CJ. (TYP) I I !- --- --� r---- L---- - SC-1 --- F108 ----J r---- L --------- SC-1 ---- F108 J L---- SC-1 ---- F108 ----J - -- - -- V•. I I 1 �I I I I a-j0- N -' 0 - � I i i yI i I� I I in 1 1 Q LJ 1 1 H 1 f C.J. (TYP) I I j 4'-0° O I I I I MT. PANEL I I I I I 9 1 m , SC-4 SC-1 F108 -- �- 1 r-- - I SC-1 ' _--_ F108 1 -"" 11'-11 1/2" r --- = TS I SC-1 ---- F108 r---- ---- F 08 1 STEEL PAN STAIRS 4 LANDING I BY STAIR MANUFACTURER I (SUBMIT SIGNED 4 SEALED I SHOP DRAWINGS) 1 I F84 s—s I 1 10 I , I 4'-0" PANEL I i 1 I I — 1 — — I I. I SC-3 SC-3 I I I --- I F48 1 I F48 I L---- 7rL.1JI I i 1 I I 40' — — —I I I I I 0" -- -1 — I I r-- 1 I 20'_0• V I I I rz' I II.I N r-- - -�_�4.1 -- T- - M i -- t i i I I I I i i I I I 111 I 11 11 I I i ---J L-- 20'_0" 1 I — — 1. i' I I020'-0"8'-10"I --- 40 — — I 4- f I I -0" L-- I + r— -- — I , _ I J r L-Jf' J - - 20'_00 '--- 23�_2�� 5,_ „ I I -0— RET. PANEL_r� I I L__- — — r �N 1 I I y~ I ._ I I I 1 �� I I I I m Q ZN 3r20' s—a f'NL-24 (TYPE 6)--TYR_---- -- =p 30.- PNL _ !TY- = 3 9) II 8 1/8° T.S. STEEL PAN STAIRS 4 LAN SUBM T1 SIGNED 4 SEBY ALED WITS -SHOP DRAWINGS) 1 PNL �_ (TYPE; - r - - U.F-36 ---- ---------------------------- INCs " 20' SC-2 SC-2 F60 F60 0" -21 20' 14) PN (TY ---------------------- 6'_0" 0' 20' SC- F60 m 0 TYP. Q' 0' 3 N 20' 0 „ -I8 15) SC-2 F60 0 `" 30'- ^ 3 SC-2 20'-0 F60 TYP. C,I 1 ?' 20 -0' J It v l 1 III100LlQ II I I I I I I I I VI II y_ 0 Q A U. 0 N I I I I 1 I I I I 120'-0 I I 22 15) --------36 --- PN (TY ----------- PN (TY -20 E 6) ----------- PN (TY ----------- -19 s-a E 14) (TPYNP 1T) S-a TYP. (TYPE W'r36 1 I L- I r ------- - ---- ------ ----------- ----------- ------ -------------- -------^-----___ PRE: TYP. FOUNDATION NOTES: 1) T.O. FOOTNG • EL. (4-49 U.N.O. (SEE FOOTING SCHEDULE) 2) ALL TILT UP PANELS TO BE 1 I/4" U.N.O. 3) CJ. - INDICATES SLAB CRACK CONTROL JOINT (SEE TYP. SLAB DETAILS CN SHEET 4) T.E. - INDICATES THICKENED BLAB EDGE (SEE TYP. SLAB DETAILS ON SHEET 5-3.) 5) SEE SHEET 5-4 FOR STEEL COLUMN SCHEDULE -0 6 um r- .z LU Ph QL CK ul IL 7 `n ® 0 1 N N 1 1 fX CA ALi u- ( � tda h NN Il- F s °- fy_ L a r, \' � CD nE (F 200'-0" 40'-0" 40'-0" 40-0" 40-0" 200'-0" I 120'-0" I I I I I I T.O- SLAB /\ 5 A s-s � I II 6" CONC. G.I.P. SLAB W/ 05 • 12" II O.C.E.W. BOTTOM N TEEL P STAIRS 4 LANDI B STAI MANUFACTURER i II WI042 ( M SIGNED < SEALED rIJ SHO DRAWINGS) imklOp II II II • O'_ml''oAa. M1 II II II J �� — I / V � II A � II II w12x65 ecaas.c•oo rIaa+nT4LwPx+e.- I �I II \/ N a X 18k3 x x 181c3 x Ift II II II V1•CQRI�IUWT AdI W4Y 6T Q . 2' o C. � j ®2'-0" O.G. I I tP Rt wnom T tP RL v v 3 v v II OPEN TOIIW,4fREI­4OUSE III A /\ /\ /\ II II I CAST IN PLACE SLAB tXTAIL \ / I / I \ / 1 \ n BCX ---— I ——G BCX e — — ---—— — — — — �I — -- — —— — 0 0 _ I IBCX I I II II /IJ TIJ /IJ tIJ FLOOR DECK: 2 1/2" NORMAL wE1GHT CONC. 0 1 OVER 15C 20 CONFORM METAL CORRUGATED II FORM DECK WITH 5/8" PUDDLE WELD ON T.O. SLAB SUPPORTING MEMBERS 6 12" O.C. AND (1) fl0 II EL+fi'-8" TEK SCREW a 36" O.G. FOR SIDE LAPS. II II 'ILT_ 18k3 i8k3 FORM DECK REINFORCED W/ 6x6-W2.IxW2.I WLLF. (TOTAL SLAB THICKNESS = 4") II • 2'-0" O.C. 02'-0" O.G. III III 9 �0 STEEL PAN STAIRS < LANDING in /p N II I I BY STAIR MANUFACTURER 3 (SUBMIT SIGNED d SEALED II SHOP DRAWINGS) 5 II III oI � s-5 II II it II 26' BGx BCX BGX BCX � II 5 i i 1,_ I 3' 3 18k� '� 12 7 �.. 5 _g' 21-m" O.C. 18k3 s-8 [!W WI8x50 ' DN is2'-0u O.0 22 WISx50 X FLOOR DECK 2 1/2" NORMAL WEIGHT CONG. WI8x50 X 0 Wi8x50 a OVER. IBC 20 CONFORM METAL CORRUGATED � tj lU m m FORM DECK WITH 5/8" PUDDLE WELD ON 9 SUPPORTING MEMBERS ® 12" O.G. AND (I) 010 TEK SCREW a 36" O.G. FOR 51G>E LAPS. s-s Q N ip STEEL STAIRS ! L DING $Y S7A1 MANNA RE N U FORM DECK REINFORCED W/ 6x6-W2JxW2.1 WWF. (TOTAL SLAB THICKNESS = 4") Q • I (SUBMIT 91GNED # 1 EAN50/ look, O T.O. SLAB ,n SHOP DINGS) \ 5 B EL.+14'-0° 141G.A J { 20k5 1 10 N \f ® T-0" O.C. \� Wj(a'_0° O.G. OPEN 5-5 A/�\ �. m U `x L4"x4"XI/4"XGONT- B J.B.=13'-51/2" IU —� -� L4" 4"xl/4"xGONtm JH.=13'-51/2" X OPEN OPEN OPEN 7 OPEN 6 s- ° 25'4° Im'-3" 10'-3" S.-m' II1_0" 9'-0' 11'-0" V3'-O' Il'_0" 10'-roll 24'-6' 4'-2" 5'-2" 5'-4" 5'-2" 4'-2" 29'-roll 3'-2" 5'-2" 3'-4" 5'-2" 3'-2" 20'-0" 3'-2" 5'-2" 3'-4" 5'-2" 3'-2" 20'_0" 3'-2" 5'-2" 3'-4" 5'-2" 3'_2" 30'-61, 4'-2" 5'-2" 5'-4" 5'-2" 4'-2" 204'-0" PLAN NOTES - I. ALL JOISTS ARE TO BE DESIGNED BY JOIST MANUFACTURER TO INCLUDE THE CONCENTRATED LOADS SHOWN ON THIS PLAN. MEZZANINE FRAMING PLAN 2. ALL TILT -UP PERIMETER WALLS SHALL BE BRACED AGAINST LATERAL WIND FORCES SCALE: 1/8"=1'-O" ® DURING CONSTRUCTION. BRACES ARE TO BE NORTH REMOVED ONLY AFTER THE STEEL DECKING ARE COMPLETELY INSTALLED. 3. JOIST BOTTOM CHORD BRACE ARE TO BE INSTALLED AFTER THE DEAD LOAD IS IN PLACE WHERE REQUIRED. D BCX INDICATES THAT THE BOTTOM CHORD OF THE JOIST IS TO BE EXTENDED AND ATTACHED TO THE BOTTOM FLANGE OF THE BEAM, CHANNEL OR COLUMN. J.B. - INDICATES JOIST BEARING ELEVATION (SEE PLAN) JOIST BEARING ELEVATION ■ TA. STEEL BEAM BEARING PLATE OR BEARING ANGLE ASSEMBLY. c CROSS BRIDGING, TYP. WHERE SHOWN G� CONTINUOUS DECK PRECASSTT SUPPORT PANEL WALL. L'7 z_ iV (+1 1 1 Illl 1 N r� t--1 'cJ' .-- iV 1 �n U Z r r= U 4 3 C81 (Ca aao m®'YID CC W to C0 �y�vr' c'�w Z',sn.a �aInt n W, ~ w U W OL J-� Q � U L 0- NU �I�1F- LLI �\ LU �N LL. z CA v z w : F Z �7 � LL (7 a� >o w O _ N m ui d d) ►) 0 C14 N o V. 0-► � r r V M Oa Q{Lhp cn0 x0) �W11chW +� o.I W 2 0. to ~ Q co W W �CL„ N � V W a 3 W IL U ui ul 0 L__.i IIA Chi � ui U r !UUl � Q� u Q ?" Y, i iwlN,r ,tA%z yxU . 1NiNkd�'SMF1,4` .iS {`�: rl on � " PANEL DIM. , i r' rjjr IA`'iE' Idr� , CHAMFER, TYP. RE: ARCH. V0 PLATE IIAII :A I ' L4"X4"X3/6"X4" LG. SUTYL ROD SACKING AND COMPRESSIBLE SEALANT �i'• a �,i ,' ti TYP I/4" PLATE "A" RE: ARCH. CHAMFER, TYP. SEALANT AND COMPRESSIBLE BUTYL ROD 15ACKING NOTIFt 00NNECTION♦ s CORNIER TYP, .%1 E I'; cis f' �''J , 1 U N T (4) 3/4" 1 PLATE MK "A" 1 1/2^.r-mIl ^ III 1 11 311 I I 1 (4) 3/4" D11 PLATE MK 0013„ 1 1/2.411-0.1 12" I lre'II g1I 11 1 (10 PLATE MK "C" ■h 3/4" JOINT TYPP. 810GUA IE JOINT 3/4"■ I'-0" SEE SCHEDULE FOR SIZE, TNICIQdESS 4 ANCHOR BOLTS TYP. BASE t"-'LATE DETAIL I/f "YI'_mll n GI AT= IIAII PANEL NOTE: CONNECTION LOCATED AT V O.G. MAX. I' ABOVE FIN. FLR. i' BELOW JST. BRCS. 3 TYpo BUTT C--;"011Wir J I SLAB CONSTRUCTION SLAB CONSTRUCTION )R CONTROL JOINT I OR CONTROL JOINT iEE TYPICAL DETAIL SEE TYPICAL DETAIL + I — 2" PREMOULDEL DINT FILLER 1/2" PREMOULDED JOINT FILLER 5 TYP. ISOLATION JOINTS_ N.T.S. U W.W.F. REF. FIN. FLR. Q 12" MIN. TYP. ANCHOR BOLT (DETAIL C.J. CONC. FLOOR SLAB-- T.O.F.= TYP. SLAB STEP N.T.S. I STEEL COLUMN SEE PLAN BASE PLATE I SEE PLAN — REF. FIN. FLR�. — — SEE PLAt�I' WELL COMPACTED CLEAN FILL 1 1/2" NON -SHRINK GROUT /—VERTICAL REINF, INSIDE FACE—k / CENTERED IN PANEL I-IORIZ. REINF. OUTSIDE FACE (EITHER SIDE OF (CAST FACE DOM) VERT. BARS) TYP. PANEL REINF. (CENTERED) //VERTICAL REINF, DBL. LAYER INSIDE FACE 3/4" CLR. INSIDE FADE, TYP. �1 I/2" GLR, IF THERE IS LR. REVEAL OTHERWISE 3/4" CLR. MIN. HORIZ. REINF. BTWN INSIDE OUTSIDE FACE OF VERT. BARS (CAST FACE 0011W PANEL REINF. DESIGNATED EF. OI T 4 T it GD's 1*1 3/4"■ I'-0" ANGLE 3"X3"XI/4"X4'-0" LONG W/ 1/2" DIA. X 3 1/2" H.S. 9 12" O.C. OUTSIDE FACE (TYP.) PRECAST GONG. PRECAST CONC. TILT -UP PANEL TILT -UP PANEL b _ d t � a r ROLL UP DOOR JAMB DETAIL TYP SAW CUT, 1/8"x 1/3 SLAB DEPTH-ia NOTE: CUT WITHIN SAME DAY OF SLAB PLACEMENT, TYP A SAWCUT JOINT N CONC. FLOOR SLAB SEE FTG. SCH, FOR SIZE AND REINF. 7 INT. COLUMN FTG. 10 N.T.S. N.T.S. 05 SMOOTH DWLS. ® 32" O.C. X A 3211 LG. a 2411 O.C. GREASE PROJECTED END (16/16) Q I �DISGONTINUE WWF. B ALT CONSTR JT RE: Al FOR RECESS WHERE REQUIRED 1. REF. FIN. FLR. 2-"5 CONT, 12" C THICKENED EDGE TYP, SLAB DETAILS N.T.S. WWWF, SEE PLAN REF. FIN. FLR. < ° . a —^ ." : a It SEE PLA� SyR�� ae SEE FTG. SCH. WELL COMPACTED FOR SIZE 4 REIN. CLEAN FILL F/U TYP. THICKENED SLAB DET s'1 N.T.S. a 0 (L� to 0- O lL 6 _ c., In Lu 0 N Q N ' -- It (p d z to a' 2 2 m >aLL . co U)000 nc�°'S'heco d r CC a to � W 0: 0<�� Q co CL w w y U wW 3 0. �� (ter 6091MAL NOW TILTUP PANELS 1. tMill CCtNtRACtC* IS TO VERIFY ALL kXISTR41 CONDITIONS IN THE P19LO PRIOR tO PASRIC:AtION AND START t7F CONSTRUCTION AND t0 I°ROTECT AND MAINTAIN ALL THE CONSTRUCTION AND ITS CONTENTS. 7Ut III II PANEL THICKNESS " l4 (6 1/2 STRUCTURAL 4 3/4 RECESS) II I 2. REFER TO THE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS Not TU2 SPECIAL ATTENTION MUST BE GIVEN THE LOCATION AND o1x= INDICATED. ANY DIMENSIONAL DISCREPANCY FOUND ON THE STRUCTURAL PLACEMENT OF THE REINFORCING FOR MINIMUM COVER. I DRAWINGS SHALL BE CONTROLLED BT THE DIMENSIONS INDICATED ON THE TU3 REFER TO THE ARCHITECTURAL DRAWINGS FOR FINISH I .. ARCHITECTURAL DRAWINGS. FURTHER VERIFY WITH THE ARCHITECT. REQUIREMENTS CHAMFERS AND REVEALS. a., 3. FOR MOUNTING AND SECURING MECHANICAL EQUIPMENT, REFER TO THE TU PANELS SHALL NOT BE LIFITED UNTIL THE CONCRETE HAS4 MANUFACTURERS INSTRUCTIONS UNLESS INDICATED ELSEWHERE IN THE ATTAINED AT LEAST 15% OF THE 28 DAY REQUIRED J�h i(akst•t ,'ax'-: CONSTRUCTION DOCUMENTS. COMPRESSIVE STRENGTH. 4. THE GENERAL CONTRACTOR SHALL At ALL TIMES At THE TU5 THE CONTRACTOR SHALL PROVIDE DESIGN FOR THE LIFTING AN JOBSITE, A CURRENT APPROVED SET OF SHOP DRAWWINGS.GS. INSERTS AND ANY ADDITIONAL REINFORCING STEEL REQUIRED FOR THE LIFTING OPERATION. HOWEVER NO ADDITIONAL S. REFER TO ARCHITECTURAL, MECHANICAL., ELECTRICAL AND PLUMBING REINFORCING SHALL BE ADDED WITHOUT THE EXPRESSED DRAWINGS FOR OPENINGS, SLEEVES, ETC. NOT SHOWN ON THE APPROVAL OF THE ENGINEER THE DESIGNERS OF THE LIFTING ", a��s'�I�%," STRUCTURAL DRAWINGS. INSERTS MUST CONSIDER THE REINFORCING SHOWN IN THESE sr: 6. ALL WORIGMAN�SHIP AND MATERIALS SHALL CONFORM TO THE DRAWINGS. MINIMUM REQUIREMENTS OF THE GOVERNING BUILDING CODE, TUS THE CONTRACTOR SHALL CHECK ALL PANEL DIMENSIONS, PLATE LOCATIONS AND DETERMINE THE LOCATIONS OF ALL OPENINGS FDIJMDATIONB REQUIRED. NO PANEL WORK SHALL BE PERFORMED WITHOUT � v v L 4x4x1/d"x 'ONT. WELD TO EA. JOIST CONC. SLAB ON MTL. DECK (SEE PLAN) x- x- x- x- x- ST'L JOIST SEE PLAN 1 FOUNDATION SHALL BE PREPARED IN FULL CONFORMANCE WITH THE CONTR.AGTORS APPROVAL Cr ALL Or THE ABOVE. THE L dx4xV4"xCONT. SOIL REPORT. CONTRACTOR IS INDICATING THAT HE HAS REVIEWED THE ABOVE BOLT . 24"oc. (5"MIN. EMB 1/4" h JOIST BEARING -1$ SEE PLAN ST'L BEAM, SEE PLAN JOIST TO BEAM SECTION 5 3/4„=1,-0" S-5 rl 444 I' AND APPROVES THE PANEL DRAWINGS FOR ACCURACY BY THE COMMENCEMENT OF PANEL CONSTRUCTION EVEN IF FORMAL STAMPED CONC. SLAB ON METAL 2. FOOTINGS HAVE BEEN DESIGNED FOR NET ALLOWABLE SOIL BEARING APPROVAL HAS NOT BEEN INDICATED ON THOSE DRAWINGS. DECK (SEE PLAN) PRESSURE OF 2,500 PSF. TU1 MISCELLANOUS OPENINGS MAY BE REQUIRED FOR FIRE LINES, PLUMBING, SANITARY LINES, ELECTRICAL CONDUITS, ETC. CORE 3. ALL SITE WORK SHALL CONFORM TO THE REQUIREMENTS SET FORTH-X-X-X-X-X-X- IN SAID SOIL REPORT. DRILLING AFTER ERECTION OF THE MUST HAVE THE APPROVAL •' •1 I T.O. SLAB SEE PE OF THE ARCHITECT AND ENGINEER PRIOR t0 PERFORMANCE Ip .I CONCRETE REINFORCING OF THE WORK I I. CONCRETE AND REINFORCING SHALL BE PLACED ACCORDING TO ACI-318 AND TU8 CHAIRS, BOLSTERS OR OTHER MEANS OF SUPPORTING KEBABS i •) Al k + MINIMUM CONCRETE COVER SHALL BE AS FOLLOWS: ARE PROVIDED BY STEEL SUPPLIER FOR ADEQUATE SUPPORT. I I --- TILT -UP WALL PNL. yr1 •, r FOOTINGS 3TU8 G.C. SHALL PROVIDE TO THIS DELEGATED ENGINEER THE TILT -UP PANEL " CLR BOTTOM SIDES, 2" CLR TOPE, I SEE PLAN (TYP.) WALLS 2" CLR OUTSIDE AC PRE-BAR SHOP DRAWINGS FOR REVIEW AND APPROVAL TO ENSURE I PACE, It CLR INSIDE FACE • 01, SLABS 3/4" CLR DESIGN CONFORMANCE PRIOR TO FABRICATION OF RE -BAR. I BEAMS 1 1/2" CLR TO STIRRUP$ JI COLUMN$ 1 1/2" CLR t0 TIES �c •I rslr k . 2ALL REINFORCING STEEL SHALL BE NEW BILLET STEEL CONFORMING TO ASTM STEEL JOIST I , ASIS-GRADE AID. ALLL DETAILING AND ACCESSORIES SHALL CONFORM t0 SEE PLAN (TYP.) TYPICAL DETAILS SHOu1N IN THE "MANU � pop,"II II .I AL 1 STANDARD PRACTICE FOR ;fit It r DETAILING! REINFORCED GONG STRUCTURES ACI 315, LATEST EDITION". 3. ALL CONTINUOUS VERTICAL OR HORIZONTAL BARS IN FOOTINGS, FOUNDATIONS, ' WALLS„ SLABS AND OTHER CONIC SHALL BE LAP -SPLICED 48 BAR 9 OR V-0" :' „ MINIMUM WHICHEVER IS GREATER (EXCEPT AS NOTED BY DRAWINGS). ALL .: BAR$ At END OF CONT. FTGS, BEAMS OR CONT. HORIZ. ELEMENTS SHALL BE CONTINUED TO FAR SIDES OF INTERSECTING ELEMENTS. 4. PROV'IDE "L" BAR$ (SAME SIZE AND QUANTITY AS BEAM STEEL) IN ALL TIE SEAMS.- 1. i,rs Iwrlllr•�tMz STRUCTURAL CONCRETE FOR WALL PANELS SHALL CONFORM TO tHE REQUIREMENTS OF ACI 101 AND SHALL ATTAIN A MINIMUM C?*lWbkS61%m STI>�TH IN 28 DAYS OF AA PSI L3 XI/4 I 1 UJ/ 3/4" DIAM. EXP. BOLT W/ 5" CONC. EMBED OP=-32.3 PSF CROSS BRACING TO PANEL P=-382 PSF SECTIONe4x4x.11/4"xCCNT. 3/4".=V-0" O3 P=-382 PSF P• BOLTS 5" EMBED) • PLATE "A 1 UNLESS NOTED OTHERWISE ON FLAN OR IN SPECIFICATIONS A, TO. sLAB • 10' SEE PLIW 2. CONCRETE, WHEN PLACED, SHALL HAVE A SLUMP OF 4 INCHES PLUS OR ROOF NET UPLIFT JST. BRG. EL. " h1NUS (,ENE INCH. SEE PLAN S. CONSTRUCTION JOINTS DESIGN AND LOCATION SHALL CONFORM STRICTLY TO THE MQUIPEMENTS OF THE PLANS AND SPECIFICATIONS. ANY -- CONCENTRATED LOAD - CONSTRUC:TION OR CONTROL JOINTS DESIRED OR PREFERRED BY tHE COORDINATE WITH EQUIPTMENT CONTRACTOR $HALL BE APPROVED BY THE ENGINEER PRIOR to SUPPLIER IF NOT STATED ON CONSTRUCTION OF THOSE AREAS INVOLVED. DRAWINGS 4. CHECK AkL�WINGS AND APPLICABLE MANUFACTURER'S SHOP gUPPO ADDITIONAL "XI -BRIDGING a DRAWNG LOCATION OF ALL EMBEDDED ITEMS, SUCH AS CENTER LINE OF EQUIPMENT PIPE SLEEVES, ANCHOR BOLTS, ETC. PRIOR TO PLAC1143 CONC. SUPPORT (EACH SIDE OF JOIST) 5'I'iQ11CtURAL STEEL 1/2" PLATE A. ALL STRUCTURAL STEEL, SHALL BE ASTM A36 UNLESS NOTED OTHERWISE. 2. ALL FABRICATION, WORGMANSHAP AND DETAILS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE AISG DESIGN MANUAL AND SPECIFICATIONS. SEE PLAN 3. ALL IUELC>ING SHALL CONFORM to THE REQUIREMENY$ OF "THE STANDARD CODE FOR WELDING IN BUILDING CONSTRUCTION" OF THE AMERICAN WELDING SOCIETY. 4. ALL BOLTING FOR CONNECTION SHALL 15E A-325 UNLESS NOTED OTHERWISE. --- __ CONC. SL DECK (SE S. ALL ANCHOR BOLTS SHALL BE ASTM A301 UNLESS 140tED OTHERWISE. HANGER ANGLE FOR MECH. 6. ALL WELDING TO CONFORM TO AWS DI3 LATEST EDITION SPECIFICATIONS AND EQUIPMENT OR ACCESORY EXECUTED BY QUALIFIED WELDER HOLDING A CURRENT STATE OF FLORIDA L 2 1/2"x 2 1/2"x 1/4" BY EQUIPTMENT SUPPLIER CERTIFIED WELDER CERTIFICATE. (MIN. WEB REINF. 1. WELDING ELECTRODE USED TO BE E10XX. FOR JOIST). 8. ALL JOIST GIRDERS SHALL BE DESIGNED, FABRICATED AND ERECTED IN ACCORDANCE TO "STANDARD SPECIFICATION AND LOAD TABLE FOR OPEN WEB JOISTS AND JOIST GIRDERS" BY STEEL JOIST INSTITUTE, AS ADOPTED BY THE LATEST RISC CODE. SEE TYPICAL JOIST REINFORCING DESIGN NOTE OR SPECIAL LOADING ON ROOF FRAMING PLAN. S. STEEL COLUMNS SHALL CONFORM TO ASTM A500, GRADE B (F9246 KSI) AT CONCENTRATED L O A D Sl N.T.S. SEE PLAN (TYP.) DESIGN BASIS: i rrP. It JOIST TO DECK BASIC WIND SPEED = 140 MPH FLORIDA BUILDING CODE 2001 METAL E PAA DECK SEE MECH, DU65 SECTION 8 EXPOSURE= B FOR OPENING SIZE =1.00 ---- - - - :71INT. PRESSURE COEFF.s +/•• 0.1$ - - - - 3/4"=i'-o" s-5 DESIGN W.L. a -36,1 PSF - - - - - - - - , r ROOF L.L-•30 PSF. Dl.•25 PSF MEZZANINE L.La125 PSF, D.L.•5O PSF SEE _PLAN Y f O. J015T 1-kf-L UPLIFT BRIDGING PROVIDE ADDITIONAL LINE OF BRIDGING AT THE FIRST BOTTOM CHORD PANEL PONT. TYP. UPLIFT BRIDGING AT BOTTOM CHORD O � O O � O N.T.S. SEE PLAN FOR JOIST SIZE 1. PROVIDE AT PERIMETER OF ALL ROOFTOP MECHANICAL UNITS AND OPENINGS AS REQUIRED. 2. SEE MECH. DWGS FOR OPENING SIZE E LOCATION. S. PROVIDE L 3 x 3 x 5/16 AT ROOF SUMPS TYPICAL 800F OPENING DETAIL TYPICAL ROOF OPENING DETAIL N.T.S. I AII.,All, llAll .. /.MIT L 4x4x5/16"xb" LOR! W/ 1/4" THK. STIFFENER TILT -UP WALL PANEL SEE PLAN (TYR) S"XS"X30' PLATE W/4-1/2" DIA.X 4" N.S. L4"X4"X3/S"X6" LG. , W.W.F. 1-05 CONT. 3/4" GROUT FIN. FLR. I'= j / / I -- ----- i- -�� LSEE PLAN t�0. FTG,- ;LL COMPACTED Y SEE PLAN CLEAN FILL_ P SHIM AS REQ'D a GROUT SOLID FULL LENGTH OF WALL 2-3/4" DIA.X 6l EXP. BOLT RE, FTG. SCH. FOR SIZE d REINF. NOTE: PANEL TO FOOTING CONK AT I'-0" FROM EACH EDGE OF THE PANEL AND AT V-0" O.G. MAX. PANEL TO FOOTING CONNECTION - SECTION 1 3/4"=V-0" S-5 TILT -UP WALL PANEL BEYOND OPENING 2 •5 SEE PLAN RE: ARCH WIF SEE PLAN FOR 1 1/2" RECESS FIN. FL ELEV. �- X X x SEE PLAN t/F1G. E V. X- - X- - - SEE PLAN i - - - - N I I L------------1 SEE FTG. SCH. GONG. SLAB OVER METAL DECK (SEE PLAN) 7zI 3/ib" I• • C---- STEEL JOIST (SEE PLAN) I• BOTT. CHORD EXTENSION (RE: PLAN FOR LOCATION) PLATE 'IS" JOIST TO PANEL SECTION 7 PLT.' 3/4„=V-0" S-5 TILT -UP PANEL TIFFENER PLATE, TYP. METAL DECK, SEE PLAN --------- JST.BRG. 0 0 STIL BEAM, o 0 SEE PLAN o 0 JOIST BOTT, CHORD BRACE 0 COL. TYP, ST'L JOIST, SEE PLAN STD. AISC SHEAR CONN. STEEL COLUMN STEEL BEAM SPLICE SECTION g 3/4„=V-0" S-5 TYP. PANEL WITH DOOR OPENINGS SECTION 2 3/4"=l'-0" S-5 L4"X4"XI/4" CONT. WELD TO BM. STD. AISC SHEAR CONK. CONC. SLAB ON MTL. DECK (SEE PLAN) A T.O. SLAB x-x-x-x-x-x-x SEA E PLAN STEEL BEAM (SEE PLAN) �l=FL p=/ I lv f-PN=l. SECTION 3 FILTO. PARAPET h SEE PLAN 3/16" N JST.BIiG.- SEE PLAN PL MK "A" TILT -UP WALL PANEL JOIST TO PANEL SECTION 4 3/4"=V-0" S-5 No ROOF: L3"X3"XI/4" CONT. WELD TO EA. JST. ,.METAL DECK (SEE PLAN) STEEL JOIST (SEE PLAN) L4x4x3/8" LG. 3/I6" t .i�AwAf O N tL 6 _ N .n 1 Q _ N e 1 1 C� r W V) CQ ffi< ►BCD (Co y 0 = ccno v Ni a a' 09 cy) ' 'ad z_ww°�z 4 a t r j <D z 00 [L m w w 3a. d ui Z al U 0 Lu � Sri L -� ul V Z LLI U cf;> ui Z/ Lt N 1_ LL 1L� n owya CA aa•arrn 1-10 gm scloks 11 s 1- 11 im ►a rmM 'its% N�ak of ?xv�"v"S` i��`vi. f. ,i 1. .. ..!.. .. r .. f v.rarr» 'Y..f'fi .... 4x.u.wnµ�isrgH>✓'aq�.n ........e..e„.4 .. .—......�.... ... .. y� u ft} y 12 ROOF DECK: 5/8" FIRE-RATEp SHEATHING L4"X4"XI/4" GGNt. PLT b"X6"XI/4'7c GONt. W/ 10 GAGE SCREW • 6" O.G. FIELD, tiMAi Y.;lu14h4 1 i1 �V " �rf RE: ARCH. 4" O.G. E tt ROOF BECK: 5/8" FIRE -RATED SHEATHING W/ 10 GAGE SCREW • b" O.C. FIELD, �p �� PRE-ENGINEERED PREMANUFACTURED REe ARCH. 4" OC. E n .x- „ x" METAL DECKING METAL TRUSSES 024" O.C. TYP.j;;; PRE-ENGINEERED PREMANUFACTURED "rru Irk"sr t 3/Ib" SEE PLAN METAL TRUSSES 024" O.C. TYP. L ROOF M13 �� IDS u, EE H. O MTL DECK SEE PLAN TYP. g4 3 TS&WTC3 METAL ROOF TOJSt. 3/I6" SEE ARCH. TSfoWTC3 1'rt r i t „ , , rw , fi r,W #A "1't 4=,t1if / ROOF: L3"X"XI/4" CONT. WELD t0 EA. JST.' O O O TRUSS B►d3. SEE PLAN — TRUSS B�RG PLAN ` kff/� L4"X4"XI/4"X CONT'. .� METAL DECK W/ 3/4°' DIAM. EXP. BOLT SEE E PLAN BEE PLAN) W/ 5" EMBED A 12" O.C. //Tl P. : —LI--1 -1 1"-1.5" l2) I/8" 13.18 mm) STEEL BEAM - ^� f r (SEE PLAN) lKL—jol6t, mm) TILT UP PANEL TILT UP PANEL rM SEE FSLAN (SEE PLAN) (SEE PLAN) TRUSS BEARING At THE STEEL BEAM 3/Ib" JST BRG.- SEE PLAN ST'L JOIST, ST'L GIRDER SEE PLAN -eekanac+ tr> sitPL MK "A" SEE SECTION 4 PLAN BOTTOM CHORD B;ACE, w TRUSS BEARING AT THE PANEL 3/4"=1`-0" + ' S-6 BCX ON FRAMING AN �' STEEL JOIST (SEE PLAN) SECTION 8 STEEL blAM PARALLEL tO JOIST L4x4x3/0" LG. S-6 3/4"=1 `-0„ SECTION 1 k r METAL ROOF � 6"XI8 GA. ,v •I6" O.0 SEE ARCH. SUBMItS°rI�IODPDING/ BOLT CONN• 0 COL, TYP. OR MANUF. SPECS. X-BRACE ALL METAL STUDS W/ " e HEAVY GAGE FLAT STRAP„ INSTALL AS PER MANUF. SPEC. TO RESIIST LATERAL LOAD, TYP. AT EACH FACE. / oil ETAL DECKING, 3/4" CAP PLAT EE PLAN HEAVY GAGE CONT. JST. ERG. � STUD TRACK SEE PLANTr FIELD WELD TO PL, STABILIZER PLATE WELD AFTER ROOF DEAD LOADS ARE IN PLACE SECTION 11 TYP. 0 COL. METAL DECKING GROUT VOID BTW. PL. 4 / STEEL BEAM. W/ NON -SHRINK GROUT NOTE: ROOrlWz;, FLASHING AND OTHER DETAILS OMIT FOR CLARITY 1/2"xl2" CONT. PLATE W/ 5/8" DIAM. BOLT • 24" O.G. OVERSIZED 1/4" THK WASHER ST'L BEAM, SEE PLAN SECTION B g SCALE S-6 q <' 12 12 RE: ARCH. �RE: ARCH. TRUSS 40 2'-0" O.C. TRUSS 6 2'-0" O.G. ROOF DECK. FIRE -RATED SHEATHING \ S&WTC.3 ts&WTC3 EACH PACE ' i'' ACH FACE MUSS E3p".* c� � �, o 0 E1G�XX l2) 1/8" 13.i8 mm) i"-15" LInH 15 TYP. AISC RE: ARCH. SHEAR CONN. — — ST'L COL. SEYON SEE PLAN 3/41, DIAX20" MOLT • 16" O.G. ON -SHRINK G OUT 11 11 ( x I/2"X8"XC N . METAL DECKINGSEE JST.BRG. DETAIL \ 6 I SEE PLAN STEEL CHANNEL (2) Cl2x30 J ST, SEE PLA JOIST REINF, L4x4x3/8" LG. WHERE REO'D BCX SEE PLAN SECTION 10 3/4"=V-0" S-6 n 1' (2) 1/6" (3.18 mm) TILT -UP WALL PANEL C.O. JST. BRG. SEE PLAN PL MK "A" ST'L SEE 12 RE: ARCH. TS&WTC3 TRUSS BEARING AT THE PANEL T52bx2 A14" TYP. - MIN. TWO PER PANEL I EA. SIDE OF PNL. JT. TILT -UP WALL PANEL PRE-ENGINEERED PREMANUFACTURED METAL TRUSSES 02411 O.C, TYP. TRUSS BRG. SEE PLAN 1"-1,51, v (z) v, TILT UP PANEL (SEE PLAN) 1/4" WELD PL, WELD AFTER ROOF 3/16" TYP. • BCX DEAD LOADS ARE IN PLACE JOIST TO GIRDER SECTION 1 3/4 <`=1 `-0" S-6 SECTION 5 3/4"=V-0" S-6 ROOF: L3"X3"XI/4" CONT. W/ 3/4" DIA. x 5" EXP. BOLTS * 24" O.G. METAL DECKING / SEE PLAN — T.O. JST, TILT -UP WALL PANEL _ SEE PLAN _1L, SEE PLAN JOIST, SEE PLAN FOR PANEL JOINT WHERE JOIST IS PARALLEL TO PANEL SECTION 6 3/4"=V-0" S- 6 JOIST TO GIRDER SECTION 7 3/4"=V-0" S-6 -METAL DECKING, SEE PLAN JST. BRG. 3EE PLAN ROOF: L3"X3"XI/4" CONT. W/ 3/4" DIA. x5"EXP. BOLTS old" O.C. METAL DECKING X-BRIDDING PER SJI SEE PLAN T.O.�ST. / X L3"X3"XI/4" JOIST, SEE PLAN W/ 3/4" DIAM. EXP. BOLT JOIST BRIDGING SE CTI0N 2 3/4"=l'_C. S-6 Fl L3"X311XI/4" CONT. W/ 3/4" DIA. EXP. BOLT s24" O.C. TILT-UP PANEL PL MK-"G" 1/4" PL Lt COPY, METAL DECKING, SEE PLAN LUTIOX31 JSTSEE PL$RG. —� AN 3/16" v WELD AFTER ROOF - ADD REIN. AT GIRDER DEAD LOADS ARE IN PLACE GIRDER TO PANEL SECTION 3 3/4"=V-0" S-6 JOIST GIRDER 4 E PLAN 1IIIQJJnn0101 t cl) 1l�Ky LL (ll 1. tu 0 0 � NC'4 a (n a Z�®� LU ad36 40 Ul r � d' UJI(> co) u .4 u. t0 � o a V M? sdw z W o, m W. he Im 00 � u�a 60 Zz° IL W W0 L W a w V w l' 1n6 W O X tIa o U Cn cn cl f TA Tnrss Zoning IL 1 FND #5 Ric -- 1(Y Side 4942 Setback —23A A 1 E 1n I 7 I II I QP I 25.0' I I Setback I I ! CA i z ox7 777777 — + �— — Street Lighting (Typ) Proposed 9; Ground Sign § o Q I 25 z Se k I PROPOSED — DRY RETENTION _ I 01 13 I i 5' 5' ICONC.SLAB W EEC, BOX Street Lighting (fyp) Parallel Parking Phase I f 40.9 L7 J-, I r XI I I I 12' P NE 1� 24' PINE QI\� �% Pine to he Q / preserved r + Zoning: IL Land Use: IND a g Loading Dock Trees to be Removed 20W — I I Phase II gel ( I I 409 -17771- —7777 7F FT II � 0 (D .o Proposed — I — — — �arouna S✓gn — — — — — — __ — �jZ3 ;goo W 0 N O d- Z v°)- ®�I 23,7 I z aK 25A' Setback 01 Ey 3to �-7 Pins to be O preserved (typJ p i" F iE p o04 w Proposed 129 Future {; L, IT o Right -of -Way \ _ — - — - — - — --- - _ - —- g 3]VMS - Y q a- cL — — ct wZ Legal Description: Parcel f Lots f through 9 mi usive and Lots 28 through 36 inclusNA Block 64 and the east 1/2 of vacated Cuyaga Avelnuq adjacent on the west of Lots 28 through 36, afl In San Lucie Plata Unit One, as recorded in Plat Book A Page 57 of the Public Records of St Lucie County, Florida Parcel 2 Lots 10 through 18 inclusive in Block 65 and west 1/2 of vacated Cuyaga Avenue, adjacent on the east all In San Lucie Plaza Unit one as recorded In Plat Book a Page 57 of the Public Records of St Lucie County, FWda \\� �N Pine to be aa'- Preaterved Cr^� St L BI d urea v . Lot Size and Dimerslon Requirements J z IL- Light Industrial Minimum Lot Size: —20,000 at N c Minimum Road Frontage _60' Front Setback =25' Rear Setback ___20' Side Setback _10' Side at Comer. _20' Maxinum Building Coverage:, _50% Site Data: Total Site Area 4.92 Acres Existing Zoning IL Proposed Zoning iL Land Use __IND Existing Use _Vacant Proposed Use Store Front Warehouse Number of Buildings 2 Parldng Required f10 30000 SF Industrial (2 spaces / 1000 sq fd = 60 10000 SF Office (5 spaces / 1000 sq it) = 50 Handicap Spaces Required = 4 Parking Provided 124 FRONT SIDES CRnR GiDES MJIIIIIIIII .a .w. r-�11111111111111111 • .• DATE BOARD OF COUNT`( COMMISSION hairnW_ Site Improvements Coverage Summary Site Data Apes Sq Ft Percent lass Site Area 4.92 214,46634 100% inriomlous Area 924 14108a00 66515 Buildable Area .92 400000 19515 Paving 221 9440400 45% Sidewalks / Durtoster .11 t684.00 2515 Pervious Area 68 73,37a34 34% Total 2 6a34 100% FILE COPY Development Teanr Applbant Runwaytr End LLC 4761 Glenn Pine Lane Boynton Beach, FL 33436 Owner Runways End LLC 4761 Gem Pine Lane Boynton Beach, FL 33436 Planner Thomas Luddo & Associates 100 Avenue A Suite 2A Fort M&m FTorlda UW Landscape Architect Thomas Lucklo & Associates 100 Avenue A Suite 24 Foot Pierce, Florida 34950 Engirmw Steve Cooper PE & Associates 209 NE Sagamore Terrace Port St Luck, Florida 34983 Notes: ' • Each 20000 sq ft building shall contain five 4,000 sq it units The bulldmgs will be constructed of solid concrete using the 'tiff -mom' pre -cast manner of consfirction The buildings will have a maximum height at the parapet walls of 26 feet with an overall height at the decorative towers of 30 feet • Site clearing to commence after obtafiing all necessary pemdt t mfrastnuctue for Phase I completed in 12 months Phase Il will begin one the bays in Building H are leased Phase 11 will have a 12 month completion schodula • Irrigation will conform to local and state regulations regarding water conservation • All requirements of Section 60203 and Section 600.05C with regards to wetland and tree protection are to be met • Project tQ sign will conform to requirements set forth In St Lucie County Land Devekrprnent Code, Section 9.02W • All lighting shall be In compliance with St Lucie County Lighting Ordiranoa L►ghfung specifications shall be provided during Building Permit Application process Lighting shall compliment the architectural features of the proposed buildings • All Class 1 exotic vegetation will be removed from the site. • Cor)Wcuou4 durable barricades will be erected around each mdMdual flee or areas of vegetation that are to be preserved In the event that any protective bankades are removed or altered and land cleanngor construction work is being conducted on the site, all work at the site will be stopped until the barriers are restored and any necessary corrective actions taken to repair or replant any vegetation removed or damaged as a result of these encroachments Scale: 1 " = 30 1 2204 Ravi&" PW =%W4 OW cerm eMe Drawn by: JW 2 51r04 Revlsrom per 416,04 DRC Ceamanta Checked by: GB 3 ata04 Revhlare per erl ftw reNalorw CADD No.: B718-Site Date: & 19.03 No. Date Description of Revision 30 0 15 301 O 1999 THESE PLANS AND THE INFORMATION SHOWN HEREIN ARE THE PROPERTY OF THOMAS LUCIDO & ASSOCIATES, P.A. AND REPRODUCTIONS, DISCLOSURES OR USE THEREOF IN WHOLE OR IN PART iS EXPRESSLY PROHIBITED WITHOUT WRITTEN CONSENT. ��, Thomas Lucido & Associates, P.A. v��''" Land .Planning/Landscape tlrcMecture v V Lic. PLC-0000335 100 Avenue A, Suite 2A, Ft. Pierce, Fl. 34950 772-467-1301, Fax 772-467-1303 snodcaw5V.a+*n:.. Runway's End Commerce Center St. Lucie County Site Plan Sheet of r` s+ "b ray# i U,zW own m o 0 I FND #5,R/C t 4942 I Q r 5 ' I JUB WI I I till + + + + 47 VIS 16 QV1 • - UA a1_ 11' Street V 477.48' 7 LS 27 TRF 25 RAI 12 Phase SA 32 42 36 TRF TRF TRF 29 36 2¢ GAG 24 GAG 31 RAI I RAI RAI 42 42 LAC LAC 2 M 001, fal iW E IEC. BOX 125.1Y Prc lowed i -+ \- to be ZNM ,reeellred (type N Rwosed 12' Ftlttte Z 0) Wit -of W-of wa \ — — — — — — — — — — — g 3lNlG, 0 `L a 0- — r a:-- (n Z +. f 1 l .axaw- I — - 1 1. 7 9718_� JUB SA z 3" U n m o 0 to Milt o* z 0) 3 I• PE . IrSubjeqf u1 ow�GO it °t flll nse [il! -A bpS➢ }14111 IkW I rl �1608 �II jtill�t,l, 4 O �_, VIRGI I l q p � Q y1 70 .. 11��� a - I II A1A 2 �t-i ( L I• �� 1 72 Location Map N•T.&. PHASE I PLANT LIST SYM QTY BOTANICAL NAME COMMON NAME TREES IE 8 Ilex x attenuata'East Palatka' East Palatka Holly LM 4 Lagerstmemia indica' muskogee' Muskogee Crape Myrtle LS 7 Liquidamber stryraci:lua Sweetgum MG 10 Magnolia gmndiflora Southern Magnolia J Z PE 3 Pinus elliotti var. densa Slash Pine mQV 18 Quercus virginiana Live Oak N QV I 16 Quercus virginiana Live Oak TD 12 Taxodium distichum Bald Cypress PALM TREES ♦ / / SA 15 Sabal palmetto Sabal Palm 47 + I COE SHRUBS I ' COE 142 Conocarpus erectus Green Buttonwood GAG 48 Galphimia glauca Thryallis I 28 _�Qtlup/ RAI 121 Rhaphiolepis indica Dwarf Indian Hawthorn VIS 109 Viburnum suspensurn Sandankwa Viburnum TRF = _ Cl)' l'� ' 26 GROUNDCOVER 62 - RA1 WR 17 Juninerus -nnferta'F Pacific' Blue Pacific Juniper VIS LAC 84 Lmutanacrart rMound' White Lantana 12 Phase II + + I TRF 137 Tripsacum flondana Florida Gama Grass SA MEG I 31 42 36 TRF TRF TRF I 24 24 13 �ylgUli 28 36 GAG GAG 31 RAI RAI 42 42 Al Q° a (�fl� PHASE II PLANT LIST I LAC LAC PP - 6 I I SYM QTY BOTANICAL NAME COMMON NAME — — — — — — — — — — — — — — — — — J u B + TREES • 4 649 IE 4 Ilex x attenuata'East §'alalka' East Palatka Holly 6 PE LM 4 Lagerstroemia indica' muskogee' Muskogee Crape Myrtlenu I ¢ 127 JUB\lull/ PE 4 Pis elliotti var. de v+a Slash Pine VIS--- —— 4 QV 13 Quercus virginiana Live Oak IE + I QV 1 1 Quercus virginiana Live Oak U to 1 PALM TREES 2so - N QV SA 12 Sabal palmetto Sabal Palm o Pine to be J z 0) SHRUBS preswed COE 47 Conocarpus erectus Green Buttonwood GAG 48 Galphimia glauca Thryallis �Wlt_ — - — - — - — - — ,. — _ — - — - — - — - — - — - — - — - - — - — - — - RAI 121 Rhaphiolepis indica Dwarf Indian Hawthorn - — - — — - — - — - VIS 127 Viburnum suspensurn Sandankwa Vibumum GROUNDCOVER St Lucie Blvd. JUB 12 Juniperusconferta'HiacPacific' Blue Pacific Juniper LAC 84 Lantana camera'Sily a Mound' White Lantana TRF 137 Tripsacum floridana Florida Gains Grass Zolft IL Land U= IND f = r Ili'" �\ • A1A 11 S ' llc3 if Section 29 Township 34 Range 40 SPECIFICATIONS FG, 12' HTx6' SPR, 2.5" C, SP FG, 12' HTx6' SPR, MIL, SP FG, 12' Ht x 6' Spr, 2.5" Cal. FG, 12' HTx G SPR, 2.5' CT, SP FG, 12' HTx 6' SPR, F, SP, HO 3 months min., Sprayed for borers, 2.5" Cal, FG, 12' HT Min. x 6' SPR, 2.5"C, F, SP,HO w/feeder roots exposed, FG, 18' HTxl2' SPR, 6" C, CH, SP, HO w/feeder roots exposed FG, 12' HTx6' SPR, 2.5"C, F, SP,HO w/feeder roots exposed FG, 10' C.T., Booted, Straight 7G, 48" HTx24" SPR, FTB, 48" O.C. 3G, 24" OA, FTB, 24" OC 3G, 12" HTx15" SPR, F, 24" OC 3G, 24" OA, F, 24" OC 36, 6" 11'fx19' SPR, 3 RN, F, 24" OC Iv 12" OA, I, 18"OC 3G, 18" OA, F, 24" OC FILE COPY SPECIFICATIONS FG, 12' HTx6' SPR, 2.5" C, SP FG, 12' HTx6' SPR, ML, SP FG, 12' HTx 6' SPR, F, SP, HO 3 months min., Sprayed for borers, 2.5" Cal. FG, I T HT Min. x 6' SPR, 2.5"C, F, SP,HO w/feeder roots exposed, FG, 18' HTx l2' SPR, 6" C, CH, SP, HO w/feeder roots exposed FG, 10' C.T., Booted, Straight 76, 48" HTx24" SPR, FTB, 48" O.C. 3G, 24" OA, FTB, 24" OC 3G, 12" HTx 15" SPR, F, 24" OC 3G, 24" OA, F, 24" OC 3G, 6" HTx18" SPR, 3 RN, F, 24" OC 1 G, 12" OA, F, 18" OC 3G, 18" OA, F, 24" OC Scale: 1 "= 30' Drawn by. JW Checked by: GB CADD No.: B718LA-LSPlan Date: 10.5.04 No. Date Description of Revision O 1998 THESE PLANS AND THE INFORMATION SHOWN HEREIN ARE THE PROPERTY OF THOMAS LUCIDO & ASSOCIATES, P.A. AND REPRODUCTIONS, DISCLOSURES OR USE THEREOF IN WHOLE OR IN PART IS EXPRESSLY PROHIBITED WITHOUT WRITTEN CONSENT. ��� Thomas Lucido & A,ssociahe P.A. �v Land Rian ing/Landscape Ards tecture v v� Lic. #1,( 0000335 / 100 Avenue A, Suite 24, Ft. Pierce, Fl. 34950 772-467-1301, Fax 772-467-1303 Run wa y's End Cor me1�ce Center Sheet St. Lucie County 1 of L ndsca e Plan 6kp 2 PHASE I PLANT LIST SYM QTY BOTANICAL NAME IY.IxSF.V IE 8 Ilex x attenuata'East Palatka' LM 4 Lagerstroemia indica' muskogee' LS 7 Liquidamber strymciflua MG 10 Magnolia grandiflora PE 3 Pious elliotti var. densa QV 18 Quercus virginiana QVI 16 Quercus virginiana TD 12 Taxodium distichum PALM TREES SA 15 Sabal palmetto SHRUBS COE 142 Conocarpus erectus GAG 48 Galphimia glauca RAI 121 Rhaphiolepis indica VIS 109 Viburnum suspensum GROUNDCOVER JUB 17 Junipems conferta'Blue Pacific' LAC 84 Lantana camera'Silver Mound' TRF 137 Tripsacum floridana PHASE II PLANT LIST SYM TREES IE LM PE QV QVI QTY BOTANICAL NAME COMMON NAME SPECIFICATIONS East Palatka Holly FG, 12' HTx6' SPR, 2.5" C, SP Muskogee Crape Myrtle FG, 12' HTx6' SPR, ML, SP Sweetgum FG, 12' Ht x 6' Spr, 2.5" Cal. Southern Magnolia FG, 12' HTx 6' SPR, 2.5' CT, SP Slash Pine FG, 12' HTx 6' SPR, F, SP, HO 3 months min., Sprayed for borers, 2.5" Cal. Live Oak FG, 12' HT Min. x 6' SPR, 2.5"C, F, SP,HO w/feeder roots exposed, Live Oak FG, 18' HTxl2' SPR, 6" C, CH, SP, HO w/feeder roots exposed Bald Cypress FG, 12' HTx6' SPR, 2.5"C, F, SP,HO w/feeder roots exposed Sabal Palm FG, 10' C.T., Booted, Straight Green Buttonwood 7G, 48" HTx24" SPR, FTB, 48" O.C. Thryallis 3G, 24" OA, FTB, 24" OC Dwarf Indian Hawthorn 3G, 12" HTxl5" SPR, F, 24" OC Sandankwa Viburnum 3G, 24" OA, F, 24" OC Blue Pacific Juniper 3G, 6" HTxl8" SPR, 3 RN, F, 24" OC White Lantana 1G, 12" OA, F, 18" OC Florida Gama Grass 3G, 18" OA, F, 24" OC COMMON NAME SPECIFICATIONS 4 Ilex x attenuata'East Palatka' East Palatka Holly 4 Lagerstroemia indica' muskogee' Muskogee Crape Myrtle 4 Pinus elliotti var. densa Slash Pine 13 Quercus virginiana Live Oak I Quercus virginiana Live Oak PALM TREES SA 12 Sabal palmetto 41I COE 47 Conocarpus erectus GAG 48 Galphimia glauca RAI 121 Rhaphiolepis indica VIS 127 Viburnum suspensum GROUNDCOVER JUB 12 Juniperus conferta'Blue Pacific' LAC 84 Lantana camera'Silver Mound' TRF 137 Tripsacum floridana THIN BRANCHES BY 1/4 OF TOTAL MASS. RETAIN THE NATURAL SHAPE OF THE PLANT. ALL PRUNING SHALL BE COMPLETED PRIOR TO INSTALLATION UNDER THE DIRECTION OF THE ENGINEER. PAINT ALL CUT, 1" OR > IN SIZE, WITH APPROVED TREE PAINT. REMOVE BURLAP FROM THE TOP 1/3 OF THE ROOTBALL (ENGINEER DISCRETION). MINIMUM 3" MULCH (SEE PLANTING NOTES). TOP OF BURLAP BALL SHALL BE AT LEAST — 1" ABOVE THE FINISHED GRADE. DIAMETER OF THE HOLE SHALL BE TWICE THE BALL DIAMETER. FOR ROOTBALLS 2' AND GREATER HOLE SHALL BE 2' LARGER THAN THE BALL DIAMETER. ROOTBALLS GREATER THAT 2' IN DIAMETER SHALL SIT ON MOUND OF UNDISTURBED SOIL TO PREVENT SETTLING. BALLS — SMALLER THAN 2' IN DIAMETER MAY SIT ON COMPACTED EARTH. IRREGULAR & MULTI —STEM TREE N.T.S. Scale. N.T,S Drawn by. JW Checked by. -GB CADD No_ B718-ladet Sabal Palm Green Buttonwood Thryallis Dwarf Indian Hawthorn Sandankwa Viburnum Blue Pacific Juniper White Lantana Florida Gama Grass FG, 12' HTx6' SPR, 2.5" C, SP FG, 12' HTx6' SPR, ML, SP FG, 12' HTx 6' SPR, F, SP, HO 3 months min., Sprayed for borers, 2.5' Cal. FG, 12' HT Min. x 6' SPR, 2.5"C, F, SP,HO w/feeder roots exposed, FG, 18' HTx 12' SPR, 6" C, CH, SP, HO w/feeder roots exposed FG, 10' C.T., Booted, Straight 7G, 48" HTx24" SPR, FTB, 48" O.C. 3G, 24" OA, FTB, 24" OC 3G, 12" HTx15" SPR, F, 24" OC 3G, 24" OA, F, "I" OC 3G, 6" HTx 18" SPR, 3 RN, F, 24" OC 1G, 12" OA, F, 18" OC 3G, 18" OA, F, 24" OC REMOVE LOWER BRANCHES AS DIRECTED BY THE ENGINEER. NO NAILS SHALL BE DRIVEN INTO TREE. TREE TRUNK SHALL BE FREE OF ANY SCARS. TREE CALIPER SHALL BE MEASURED AT 3 1/2 FEET ABOVE GRADE. USE 3-3" ELASTIC GUYS, EVENLY SPACED AROUND TREE =/ BUILD 4-6" CONTINUOUS SAUCER AROUND J THE TREE PIT TO HOLD THE WATER. 2" x 4" x 24" STAKE FINISHED GRADE SEE SPECIFICATIONS FOR BACKFILL MIXTURE. FILL MATERIAL SHALL CONSIST OF AT LEAST 1 /3 NATIVE SOIL FROM HOE III-� II'_I III_ DUG FO PLANT. ADD AGRIFORM TABLETS AS SPECIFIED. TREE PLANTING (2"-6" CALIPER) N.T.S. TOP OF BURLAP BALL SHALL BE AT LEAST 1" ABOVE THE FINISHED GRADE. RETAIN THE NATURAL SHAPE OF THE PLANT. NO PRUNING SHALL BE DONE PRIOR TO INSTALLATION, APPROVAL, AND DIRECTION BY THE ENGINEER. USE 3-3" ELASTIC GUYS, EVENLY SPACED AROUND TREE 3" MULCH LAYER. SEE PLANTING NOTES. BUILD 4-6" CONTINUOUS SAUCER AROUND THE TREE PIT TO HOLD THE WATER. 2" x 4" x 24" STAKE (PRESSURE TREATED — GREEN PAINT IS OPTIONAL) ROOTBALLS GREATER THAN 2' IN DIAMETER SHALL SIT ON MOUND OF UNDISTURBED SOIL TO PREVENT SETTLING. ROOTBALLS SMALLER THAN 2' IN DIAMETER MAY SIT ON COMPACTED EARTH. DIAMETER OF HOE FOR BALL TO 2' SHALL BE TWICE THE DIAMETER OF THE ROOTBALL DIAMETER OF THE HOLE FOR ROOTBALLS 2' & GREATER SHALL BE 2' LARGER THAN THE DIAMETER OF THE BALL FILL MATERIAL SHALL CONSIST OF AT LEAST 1/3 NATIVE SOIL FROM THE HOLE DUG FOR THE PLANT. SEE SPECIFICATIONS FOR BACKFILL MIXTURE. Date. 1115.04 I No. I Date Description of Revision GENERAL NOTES: PLANTING NOTES: PLANTING SOIL AND BACKFILL 1. THE CONTRACTOR SHALL PERSONALLY ACQUAINT HIM/HER SELF WITH THE EXISTING SITE CONDITIONS AND THE EXTENT FERTILIZER PLANTING SOIL SHALL BE RECYCLED TOPSOIL.. AND SCOPE OF WORK REQUIRED. FERTILIZERS SHALL BE SLOW RELEASE, UNIfROM IN COMPOSITION, RECYCLED TOPSOIL SHALL CONSIST OF A STABILIZED MIXTURE OF GROUND YARD TRIMMINGS AND POSSIBLY BIOSOLIDS PROCESSED 2. THE PLANT LIST INDICATES THE NAMES, SIZES AND SPACING OF SPECIFIC PLANT MATERIALS. QUANTITIES HAVE BEEN DRY AND FREE FLOWING. THE FERTILIZER SHALL BE DELIVERED ACCORDING TO STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL PROVIDED TO THE CONTRACTOR AS A CONVENIENCE, THE CONTRACTOR IS RESPONSIBLE FOR HIS/HER OWN QUANTITY TO THE SITE IN THE ORIGINAL UNOPENED BAGS, EACH BEARING PROTECTION GUIDELINES FOR THE PROCESSING AND DISTRIBUTION OF COUNT. IN CASE OF DISCREPANCIES BETWEEN THE DRAWINGS AND PLANT LIST, THE QUANTITIES ON THE DRAWINGS THE MANUFACTURERS STATEMENT OF ANALYSIS,ANV SHALL MEET SEWAGE SLUDGE COMPOST. RECYCLED TOPSOIL SHALL ONLY BE SHALL PREVAIL OBTAINED FROM TI STATE PERMITTED RECYCLING FACILITY WHICH IS . THEFOLLOWING REQUIREMENTS: SIX6 () PERCENT ALSO D.O.T. CERTIFIED AND STORES PRODUCT ON A PAD WITH A 3• NO SUBSTITUTES ON VARIETIES LISTED WILL BE ALLOWED WITHOUT WRITTEN APPROVAL FROM LANDSCAPE ARCHITECT. NITROGEN,SIX (6) PERCENT PHOSPHOROUS,AND SIX (6) CURRENT NEMATODE CERTIFICATION FROM FLORIDA DEPARTMENT OF PERCENT POTASSIUM. FERTILIZER SHALL BE APPLIED TO AGRICULTURE. RECYCLED TOPSOIL SHALL HAVE THE FOLLOWING 4. PLANTS SHALL BE WATERED AS NECESSARY OR WITHIN 24 HOURS AFTER NOTIFICATION BY THE LANDSCAPE ARCHITECT. ALL SHRUBS (1/3 LB PER 3 GAL POT, 1 4 LB PI7R 1 GAL (/ / CHARACTERISTICS: — WEED FREE 5. THE LOCATIONS OF PLANTS, AS SHOWN IN THESE PLANS,, ARE APPROXIMATE. THE FINAL LOCATIONS MAY BE ADJUSTED POT) AND GROUNDCOVER. THE SOD STARTER — MOISTURE CONTENT 50% BY WEIGHT MAXIMUM TO ACCOMMODATE UNFORESEEN FIELD CONDITIONS. MAJOR ADJUSTMENTS TO THE LAYOUT ARE TO BE APPROVED BY FERTILIZER MIXTURE SHALL BE A 5-10-10 ANALYSIS. A — WATER HOLDING CAPACITY 200% BY WEIGHT MINIMUM THE LANDSCAPE ARCHITECT OF RECORD. 14-14-14 FERTILIZER ANALYSIS IS REQUIRED ON ALL TREES — CARBON TO NITROGEN RATIO LESS THAN 25 TO 1 AND SHRUBS OVER 5' IN HEIGHT (1/2 LB PER 5- OF — ORGANIC MATTER CONTENT 40% BY DRY WEIGHT MINIMUM 6. ALL PLASTIC FABRIC SHALL BE REMOVED FROM PLANT MATERIAL AT TIME OF INSTALLATION. SPREAD). AGRIFORM TABLETS WITH TWENTY (20) PERCENT — SOLUBLE SALTS LESS THAN 3 MMHOS/CM 7• ALL TREES MUST BE STAKED AS SHOWN ON THE LANDSCAPE DETAIL SHEET WITHIN 24 HRS OF PLANTING. STAKES TO ' NITROGEN, TEN (10) PERCENT PHOSPHOROUS,FIVE (5) — MINIMUM NUTRIENT? LEVELS AS FOLLOWS: REMAIN FOR A MINIMUM OF 12 MONTH BUT NO LONGER 1-HAN 18 MONTH. CONTRACTOR RESPONSIBLE FOR PERCENT POTASSIUM IN 21 GRAM SIZES SHALL BE APPLIED MACRO NUTRIENTS: NITROGEN (N) — 1% MINIMUM, WATER INSOLUBLE MAINTENANCE AND REMOVAL OF THE STAKES. ALONG WITH THE FERTILIZER PROCESS (1 WITH 1 GAL NITROGEN 90% MINIMUM, PHOSPHORUS (P) — 0.5X MINIMUM, 8. ALL TREES MUST BE PRUNED AS PER LANDSCAPE ARCHITECT DIRECTION. PLANTS. 2 WITH 3 GAL PLANTS AND 2 TABLETS PER 1" POTASSIUM (K) — 0.2% MINIMUM AND OTHER MACRO AND MICRO OF TREE TRUNK CALIPER). MAGNESIUM SULFATE SHALL BE NUTRIENTS. THE RECYCLED TOPSOIL SHALL CONTAIN LEVELS OF THOSE 9. ALL SOD EDGES SHALL BE TRIMMED AS PER THE LANDSCAPE ARCHITECTS DIRECTION. APPLIED TO ALL PALMS AT INSTALLATION AT A RATE OF MICRO NUTRIENTS NECESSARY FOR PLANT GROWTH. THESE INCLUDE 1/2 LB PER INCH OF TRUNK CALIPER. MANGANESE. SHALL CALCIUM, MAGNESIUM, SULFUR, BORON, COPPER, IRON, MANGANESE 10. ALL SHRUBS, TREES, GROUNDCOVERS, SOD AND WILDFLOWER AREAS SHALL HAVE IMPROVED SOIL AS PER PLANTING AND MOLYBDENUM. RECYCLED TOPSOIL NOT MEETING THESE SOIL NOTES. BE APPLIED AT THE SAME RATE. REQUIREMENTS WILL NOT BE ACCEPTED. MULCH 1I. DO NOT ALLOW AIR POCKETS TO FROM WHEN BACKFILLIFG. BACKFILL: MULCH MATERIAL SHALL BE COLORED 'A' GRADE CERTIFIED RE— ALL NEW AND TRANSPLANTED PLANT MATERIAL (INCLUDING NEW SOD) 12. SOAK PLANTS IMMEDIATELY WITH WATER FOLLOWING PLAIiTING. CYCLED MULCH AND MOISTENED AT THE TIME OF APPLICATION TO SHALL BE PLANTED ONLY AFTER PREPARATION OF EXISTING SOIL PREVENT WIND DISPLACEMENT. MULCH SHALL BE APPLIED TO A AS FOLLOWS: 13. MAINTAIN THE ORIGINAL GRADE OF THE TREE BASE. MINIMUM OF 3" DEPTH IN PLANTING BEDS. MULCH SHALL NOT SPREAD A LAYER OF 3" DEPTH OF RECYCLED TOPSOIL (AS DEFINED ABOVE) BE PLACED WITHIN 6" OF TREE OR PALM TRUNKS. 14. PAINT ALL CUTS A SCRAPES OVER 1/4" IN DIAMETER WI1H AN APPROVED TREE PAINT. ALL COST FOR LABOR AND OVER THE ENTIRE PLANTING AREA. THE TOPSOIL SHALL THEN BE MATERIAL IS TO BE INCLUDED INTO THE PRICE OF THE TREE. SOD UNIFORMLY DISKED, TILLED OR AERIFIED INTO THE EXISTING SOIL TO A DEPTH OF 12" UNDERNEATH SHRUBS AND GROUNDCOVERS, 15. DO NOT BREAK ROOTBALL THE SOD SHALL BE CERTIFIED TO MEET FLORIDA STATE 6" UNDERNEATH SOD AND TO A DEPTH OF 36" FOR THE TREE PLANT BOARD SPECIFICATIONS,ABSOLUTELY TRUE TO PITS, WITH THE FOLLOWING ROTOTIWNG OR 16. ALL PLANT SHALL BE HARDY UNDER CLIMATIC CONDITIONS SIMILAR TO THOSE ON LOCALITY OF THE PROJECT. VARIETAL TYPE,AND FREE FROM WEEDS,FUNGUS,INS!'_CTS EXCEPTION: NO DISKING SHALL OCCUR CLOSER TO THE TRUNKS OF ESTABLISHED 17. THE LANDSCAPE CONTRACTOR SHALL WATER, MULCH, WE,.D, PRUNE„ AND OTHERWISE MAINTAIN ALL PLANTS, INCLUDING AND DISEASE OF ANY KIND. PLANTS THAN ONE HALF (1/2) THE DISTANCE OF THE CANOPY FURTHER SOD, UNTIL COMPLETION OF THE CONTRACT OR ACCEPTANCE BY THE LANDSCAPE ARCHITECT. SETTLED PLANTS SHALL SUBSTITUTIONS OUT FROM THE DRIP LINE OF THE EXISTING PLANT CANOPY. ALL BE RESET TO PROPER GRADE, PLANTING SAUCERS RESTU'3ED, AND DEFECTIVE WORK CORRECTED. NO SUBSTITUTION OF PLANT MATERIAL TYPES OR SIZES WILL BE PLANTS, INCLUDING HEDGES AND GROUND COVER SHALL BE PLANTED 18. THE LANDSCAPE CONTRACTOR SHALL AT ALL TIMES KEEP THE PREMISES FREE FROM ACCUMULATION OF WASTE ALLOWED WITHOUT WRITTEN AUTHORIZATION FROM THE IN INDIVIDUALLY DUG HOLES AND THE MATERIAL DUG FROM THE HOLES MATERIALS OR DEBRIS CAUSED BY THE CREWS DURING THE PERFORMANCE OF THE WORK. UPON COMPLETION OF THE SHALL THEN BE FURTHER MIXED WITH THE PREPARED SITE SOIL PRIOR WORK, THE CONTRACTOR SHALL PROMPTLY REMOVE ALL WASTE MATERIALS, DEBRIS, UNUSED PLANT MATERIAL, EMPTY LANDSCAPE ARCHITECT OF RECORD. CONTAINER GROWN TO BACKFILLING OF THE PLANTING HOLES AROUND THE ROOT BALLS. PLANT CONTAINERS AND ALL EQUIPMENT FROM THE PROJECT SITE. MATERIAL WILL NOT BE ACCEPTED AS A SUBSTITUTE FOR NO ADDITIONAL BACKFILL SOIL SHALL BE USED. & B MATERIAL UNLESS PREVIOUSLY APPROVED. 19. UPON COMPLETION OF THE WORK, THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT AND I SUBSTITUTIONS SHALL BE SPELLED OUT !N BID. AN EXCEPTION ARE PLANTING PITS FOR CABBAGE PALMS, WHICH SHALL REQUEST A FINAL INSPECTION. ANY ITEMS THAT ARE JUDGED INCOMPLETE OR UNACCEPTABLE BY THE LANDSCAPE BE BACKFILLED WITH CLEAN NATIVE SAND ONLY. ARCHITECT OR REPRESENTATIVE SHALL BE PROMPTLY COF+.RECTED BY THE LANDSCAPE CONTRACTOR. MEASUREMENTS REMOVE EXCESS MATERIAL TO PROVIDE PROPER FINISHED GRADE. 20. THE LANDSCAPE CONTRACTOR SHALL GUARANTEE ALL PUNT MATERIAL FOR A PERIOD OF ONE (1) YEAR FROM THE SHADE TREES: HEIGHT SHALL BE MEASURED FROM GROUND DATE OF FINAL ACCEPTANCE IN WRITING FROM THE LANDSCAPE ARCHITECT. AT THE TIME OF FINAL ACCEPTANCE THE TO THE AVERAGE BRANCH HEIGHT OF CANOPY. SPREAD ALL PLANTING PITS AND PLANTING AREAS SHALL BE AMENDED WITH ONE (1) YEAR PERIOD SHALL COMMENCE. ANY MATERIALS WHICH HAVE DIED DURING THIS PERIOD SHALL BE PROMPTLY (R)PER MANUFACTURERS SPECIFICATIONS. REPLACED WITH SPECIMENS THAT MEET THE MINIMUM REQUIREMENTS CALLED FOR IN THE DRAWINGS. THE LANDSCAPE SHALL BE MEASURED TO THE END OF BRANCHING EQUALLY CONTRACTOR CONTRACTOR SHALL NOT BE HELD RESPONSIBLE FOR THE DEATH OR DAMAGE RESULTING FROM LIGHTNING, VANDALISM, AROUND THE CROWN FROM THE CENTER OF THE TRUNK. AUTOMOBILES OR FROM NEGLIGENCE BY THE OWNER. CONTRACTOR SHALL BE RESPONSIBLE FOR WATERING AND MEASUREMENTS ARE NOT TO INCLUDE ANY TERMINAL PLANT MATERIALS OTHERWISE MAINTAINING PLANTS DURING THE GUARANTEE PERIOD UNLESS A WRITTEN AGREEMENT WITH THE LANDSCAPE GROWTH. SINGLE TRUNK TREES SHALL BE FREE OF "V" TREES, PALMS, SHRUBS,GROUND COVERS: ARCHITECT PROVIDES FOR A DIFFERENT ARRANGEMENT. CROTCHES THAT COULD BE POINTS OF WEAK LIMB 21•ALL LABOR AND MATERIAL FOR SOIL AMENDMENTS AND FERTILIZER THAT IS REQUIRED TO INSURE THE SUCCESSFUL STRUCTURE OR DISEASE INFESTATION. PLANT SPECIES AND SIZES SHALL CONFORM TO THOSE INDICATED IN ESTABLISHMENT AND SURVIVAL OF THE PROPOSED VEGET1,TION AS WELL AS ALL COST FOR THE REMOVAL OF SHRUBS: HEIGHT SHALL BE MEASURED FROM THE DRAWINGS. NOMENCLATURE SHALL CONFORM TO STANDARDIZED UNSUITABLE OR EXCESS BACKFILL MATERIAL SHALL BE INCLUDED IN THE CONTRACTORS BID TO PERFORM THE WORK THE (ROUND PLANT NAMES, 1942 EDITION. ALL NURSERY STOCK SHALL BE IN PRESENTED IN THIS PLAN SET. TO THE AVERAGE POINT WHERE MATURE PLANT GROWTH ACCORDANCE WITH GRADES AND STANDARDS FOR NURSERY PLANTS, STOPS. SPREAD SHALL BE MEASURED TO THE END OF PARTS I do II, LATEST EDITION PUBLISHED BY THE FLORIDA DEPARTMENT 22. NO LANDSCAPING ADDED UNDER THIS PROJECT SHALL BE LOCATED SUCH THAT SAID LANDSCAPING OBSCURES BRANCHING EQUALLY AROUND THE SHRUB MASS. OF AGRICULTURE AND CONSUMER SERVICES, UNLESS SPECIFIED MOTORIST'S VISIBILITY OF ANY EXISTING SIGN(S). MEASUREMENT AREA NOT TO INCLUDE ANY TERMINAL OTHERWISE. ALL PLANTS SHALL BE NORMAL FOR THE VARIETY AND FLORIDA GRADE NUMBER 1 OR BETTER AS DETERMINED BY THE FLORIDA GROWTH. DIVISION OF PLANT INDUSTRY. PALMS: CLEAR TRUNK SHALL BE MEASURED FROM 'f1IE SPECIMEN MEANS AN EXCEPTIONALLY HEAVY, SYMMETRICAL TIGHTLY GROUND AT THE TIME OF INSTALLATION TO THE POINT KNIT PLANT, SO TRAINED OR FAVORED IN ITS DEVELOPMENT THAT FIRST WHERE THE MATURE AGED TRUNK JOINS THE IMMATURE APPEARANCE IS UNQUESTIONABLE AND IT IS OUTSTANDINGLY SUPERIOR OR GREEN PORTION OF THE 'TRUNK OR HEAD. IN FORM, NUMBER OF BRANCHES, COMPACTNESS AND SYMMETRY. GREY WOOD (G.W.) — SHALL BE MEASURED FROM '"4E ALL PLANTS SHALL BE FRESHLY DUG, SOUND, HEALTHY, VIGOROUS, GROUND AT THE TIME OF INSTALLATION TO TOP OF THE WELL BRANCHED AND FREE OF DISEASE AND INSECT EGGS AND LARVAE HARDENED TRUNK. AND SHALL HAVE ADEQUATE ROOT SYSTEMS. TREES FOR PLANTING ROWS SHALL BE UNIFORM IN SIZE AND SHAPE. ALL MATERIALS SHALL OVERALL HEIGHT (O.A.) — SHALL BE MEASURED FROM THE BE SUBJECT TO APPROVAL BY THE LANDSCAPE ARCHITECT, WHERE REQUIREMENTS ARE OMITTED FROM THE PLANT LIST. PLANTS SHALL BE GROUND AT THE TIME OF INSTALLATION TO THE AVERAGE PRUNED PRIOR TO DELIVERY ONLY UPON THE APPROVAL OF THE FROND HEIGHT. LANDSCAPE ARCHITECT. PALMS WITH MARRED OR BURNED TRUNKS WILL N(Q BE ALL CONTAINER GROWN MATERIAL SHALL BE HEALTHY, VIGOROUS, WELL ACCEPTED. ROOTED PLANTS AND ESTABLISHED IN THE CONTAINER IN WHICH THEY ARE SOLD. THE PLANTS SHALL HAVE TOPS OF GOOD QUALITY AND BE IN HEALTHY GROWING CONDITION. AN ESTABLISHED CONTAINER GROWN PLANT SHALL BE TRANSPLANTED INTO A CONTAINER AND GROWN IN THAT CONTAINER SUFFICIENTLY LONG ENOUGH FOR THE NEW FIBROUS ROOTS TO HAVE DEVELOPED SO THAT THE ROOT MASS WILL RETAIN ITS SHAPE AND HOLD TOGETHER WHEN REMOVED FROM THE CONTAINER. SHADE TREES SHALL HAVE A SINGLE, STRAIGHT TRUNK WITH THIN BRANCHES BY 1/4 OF TOTAL MASS. RETAIN THE NATURAL SHAPE SPROUTS CLEANLY REMOVED AND BRANCHINGUNIFORMLY DISTRIBUTED. THE PLANT. ALL PRUNING SHALL BE COMPLETED PRIOR TO IN REMOVE LOWER BRANCHES AS DIRECTED BY THE ENGINEER. INSTALLATION UNDER THE DIRECTION OF THE ENGINEER. PAINT ALL CUTS, 1" OR > IN SIZE, WITH APPROVED TREE PAINT. SECURE BATTENS W/2 3/4" HIGH CARBON STEEL BANDS TO HOLD BATTENS IN PLACE NU NAILS SHALL MINIMUM 3 (2" X 4") WOOD BRACES. BE DRIVEN INTO TREE. HEIGHT OF -- BATTENS SHALL BE LOCATED tOR REMOVE BURLAP FROM THE TOP 1/3 OF ADEQUATE BRACING OF TREE. THE ROOTBALL (ENGINEER'S DISCRETION). 5 (2" X 4" X 16") WOOD BATTENS. MINIMUM 3" MULCH 5 LAYERS OF BURLAP (SEE PLANTING NOTES). I.91 STEEL BAND TOP OF BURLAP BALL SHALL BE AT LEAST 1" ABOVE ADD AGRIFORM TABLETS AS SPECIFIED. THE FINISHED GRADE. BUILD 4-6" CON?"INUOUS SAUCER AROUND THE TREE PIT TO HOLD THE WATER. ROOI"UALLS GREATER THAN 2' IN DIAMETER SHALL SIT ON 2" X 4" X 24" STAKE MOUND OF UNDISTURBED SOIL TO PREVENT SETTLING. BALLS SMALLER THAN 2' IN DIAMETER MAY SIT ON FINISHED GRADE COMPACTED EARTH. --� — �— SEE SPECIFICATIONS FOR BACKFILL MIXTURE. DIAMETER OF THE HOLE SHALL BE TWICE THE BALL — FILL MATERIAL SHALL CONSIST OF AT LEAST DIAMETER. FOR ROOTBALLS 2' AND GREATER, HOLE SHALL BE _ I— _� I -- 1/3 NATIVE SOIL FROM HOLE DUG FOR PLANT. 2' LARGER THAN THE BALL DIAMETER. L i —III — TREE CALIPER SHA L x0 0 i M E — V Y a� n P zz mf P o ^ L E THERE SHALL ^ v ^ EXTREME SUC( ^ o aa j 0v 0 Y E W 2 Z'i o O c 3 .� Y U •- _� o o: ¢ E a ro~ FINISHED GRADE — - 3" MULCH SEE �� PLANTING NOTES © 1998 THESE PLANS AND THLINFORMATION SHOWNHEREINARE THI PROPER IY OPT110MA5 LUCIDO k ASSOCIATES, P.A. ANP REPRODUCTIONS, DISCLOFURF.S OR USE I IFREO+ INWHOLE OR IN PARTS EXPRESSLY PROHIF)TED WITHOUT PALM TREE PLANTING 4.•:ni N.T.S. L BE MEASURED AT 3 1/2 FEET ABOVE GRADE. TREE PLANTING (6" CALIPER & UP) N.T.S. TRIM ONLY THOSE FRONDS WHICH HANG — BELOW LEVEL OF TREE HEART. MINIMUM OF NINE (9) GOOD PALM FRONDS. — TIE THE HEAD OF THE PALM WITH BURLAP NOTE: )ETAIL TO BE MPEMENTED IN AREAS WITH 'OOR DRAINAGE AS i PLANTING IUPPLEMENT. TWO TIMES BALL DIAMETER TOP OF ROOTBALL TO BE 2" ABOVE EXISTING GRADE FILTER CLOTH SAND — MIN. 12" DEPTH DRAIN ROCK PUNCH THROUGH HARD PAN TREE PITS WITH DRAIN N.T.S. TOP OF BURLAP BALL SHALL BE AT LEAST TIE THE HEAD OF THE PALM WITH BURLAP i` 1 1/2 ABOVE THE FINISHED GRADE. — STRIPS. LET STRIPS REMAIN FOR AT LEAST FIVE (5) MONTHS, BUT NO LONGER THAN TWELVE (12) MONTH. PRUNE SHRUBS AT ENGINEER TRUNK DIAMETER SHALL BE CONSISTENT— DIRECTION. PRUNE ALL SHRUBS — WITHOUT ABRUPT CHANGES, LOOSE TO ACHIEVE A UNIFORM MASS. SHEATHES, HOLES, OR CAVITIES. — SECURE BATTENS W/2 3/4 " HIGH CARBON STEEL BANDS REMOVE ANY CONTAINER THAT MAY BE AROUND ROOTS. IF PLANT IS IN BURLAP,LEAVE BURLAP, TO HOLD BATTENS IN PLACE. NO NAILS SHALL BE DRIVEN IN PLACE WHEN PLANT IS INSTALLED. INTO PALM. HEIGHT OF BATTENS SHALL BE LOCATED IN T IF PLANT IS IN PLASTIC FABRIC, REMOVE FABRIC RELATION TO THE HEIGHT OF THE PALM INSTALLATION. FOR ADEQUATE BRACING. _ �-- 5 (2" X 4" X 16") WOOD BATTENS. _;(• 3" MULCH (SEE PLANTING NOTES). — 5 LAYERS OF BURLAP TO WRAP TRUNK. BUILD 4-6" CONTINUOUS SAUCER AROUND THE — STEEL BANDS (3/4"; H.C.S.)">. TREE PIT TO HOLD THE WATER. MINIMUM 3 (2" X 4"1 WOOD BRACES; TO ROOTBALLS GREATER THAN 2' IN DIAMETER SHALL SIT REMAIN FOR AT LEAST 12 MONTHS. ON MOUND OF UNDISTURBED SOIL TO PREVENT SETTLING. NAIL TO 2" X 4" STAKES (3).,:_ . G ROOTBALLS LESS THAN 2' MAY SIT ON COMPACTED — BUILD 4-6" CONTINUOUS SAUCER AROUND =- SOIL. DIAMETER OF HOE FOR BALLS 2' Q GREATER THE TREE PIT TO HOLD WATER. = SHALL BE 2' LARGER THAN DIAMETER OF BALL. — FILL AROUND ROOTBALL WITH BACKFILL MIX. - c--�-1 DIAMETER OF HOLE FOR BALLS UP TO 2' SHALL BE FLOOD, B COMPACT FILL IN 3" LIFTS [RE —FLOOD- TWICE THE BALL DIAMETER. (JET) g COMPACT FILL 1 DAY AFTER INSTALLATION] ) �-tl, III HII ADD FERTILIZER, MANGANESE, A- FILL MATERIAL TO CONSIST OF — — 1/3 NATIVE SOIL FROM HOE DUG MAGNESIUM AS PER PLANTING NOTES. _I FOR PLANT. SEE SPEC'S — FOR STABILIZATION SABALS, MAY BE FOR BACKFILL MIXTURE. PLANTED UP TO 2r BELOW GRADE PROVIDED CLEAR TRUNK SIZE IS SHRUB PLANTING MAINTAINED AS SHOWN ON THE PLANS. --- N.T.S. Thomas Lucido & A,ociates, P.A. v Land Planning/Landscape Architecture Lie. #LC-0000335 / 100 .Avenue A, Suite 2A, Ft. Pierce, F7. 34950 561-467-1301, Fax 561-467-1303 BEST "FACE" OF PLANT TO BE TOWARD THE FRONT EDGE OF THE PLANTING BED. PREPARED TOPSOIL TO MIN 10" DEPTH. 3" MIN. MULCH (SEE PLANTING NOTES) 12" WIDTH ALONG BED EDGE MAINTAINED TO LET NOTHING GROW IN IT. CENTERLINE TO BE 4" BELOW FINISH GRADE OF ADJACENT TURF. PLANTING BED EDGE N.T.S. THIN BRANCHES BY 1/4 TOTAL MASS. RETAIN THE NATURAL SHAPE OF THE PLANT. ALL PRUNING 5:4ALL BE COMPLETED PRIOR TO INSTALLATION UNDER THE DIRECTION OF THE ENGINEER. PROVIDE ONE (2" X 2") WOOD BRACE REMOVE BURLAP FROM THE TOP 1/3 OF THE ROOTBALL (LA DISCRETION). MINIMUM 3" MULCH (SEE PLANTING NOTES). TQP OF BURLAP BALL SHALL BE AT LEAST—--,, 1 ABOVE THE FINISHED GRADE. PAINT ALL CUTS, 1" OR > IN SIZE, WITH APPROVED TREE PAINT. 2" X 4" X 24" STAKE \ ROOTBALLS GREATER THAT 2' IN DIAMETER SHALL SIT ON MOUND OF UNDISTURBED '\ SOIL TO PREVENT SETTLING. BALLS SMALLER THAN 2' IN DIAMETER MAY SIT ON COMPACTED EARTH. DIAMETER OF THE HOLE FOR THE BALL UP TO -- 2' SHALL BE TWICE THE BALL DIAMETER. DIAMETER OF THE HOE FOR THE BALL 2' AND GREATER SHALL BE 2' LARGER THAN THE BALL DIAMETER. WATERING SCHEDULE APPLICATION SCHEDULE PALM TREES 20 GAL/APPLICATION/PLANT LARGE TREES 30 GAL/APPLICATION/PLANT SMALL TREES 20 GAL/APPLICATION/PLANT LARGE SHRUBS 10 GAL/APPLICATION/PLANT SMALL SHRUBS 5 GAL/APPLICATION/PLANT GROUNDCOVER 5 GAL/APPLICATION/PLANT APPLICATION AMOUNT MONTH 1 12 APPLICATIONS MONTH 2 12 APPLICATIONS MONTH 3 8 APPLICATIONS MONTH 4 8 APPLICATIONS MONTH 5 5 APPLICATIONS TOTAL• 45 APPLICATIONS ABBREVIATIONS: C.T.— CLEAR TRUNK Ht.— HEIGHT O.C.— ON CENTER Spr.— SPREAD N.T.S. REMOVE LOWER BRANCHES AS DIRECTED BY THE ENGINEER. TREE TRUNK SHALL BE FREE OF ANY SCARS. USE 1/2 " DIAMETER REINFORCED RUBBER HOSE TIED WITH 12 STRAND GALVANIZED WIRE TO LASH WOOD BRACE TO TREE. TREE CALIPER SHALL BE MEASURED AT 3 1/2 FEET ABOVE GRADE. FINISHED GRADE SEE SPECIFICATIONS FOR BACKFILL MIXTURE. BUILD 4 — 6" CONTINUOUS SAUCER AROUND THE TREE PIT TO HOLD THE WATER. FILL MATERIAL SHALL CONSIST OF AT LEAST 1/3 NATIVE SOIL FROM HOLE DUG FOR PLANT. TREE PLANTING (2" CALIPER & BELOW) N.T.S, Run wa y's End Commerce St. Lucie County Landscape Details enter Sheet 2 of 2 c:. fC f_a•,F j ,', ya r..:,r,i <,. r^1e,v+u ,.x'w•:HIM i K A N1AR A.(N_ -ROAD #4 D 5 94R/C LEGAL DESCRIPTION: » B 2» PARCEL 1: LOTS 1 THROUGH 9 INCLUSIVE AND LOTS 28 THROUGH 36 FND' 5/8"R/G INCLUSIVE, BLOCK 64 AND THE EAST 1/2 OF VACATED CUYAGA a ••. » " _. AVENUE, ADJACENT ON THE WEST OF LOTS 28 THROUGH 36, ALL IN OF P RE ONE, AS RECORDED IN PLAT BOOK 5, PAGE RECORDS OF U COUNTY, FLORIDA. ��N LUCIEPLAZA UBLIC NIT DS ST LUCIE U PARCELND TE O W ST1 2 OFFTVACATED RCO YAGA1 AVENUE,SADJACENTOON THEAEAST,HALL Q - ' IN SAN LUCIE PLAZA UNIT ONE, AS RECORDED IN PLAT BOOK 5, PAGE Q 57, OF THE PUBLIC RECORDS OF ST LUCIE COUNTY, FLORIDA. Lo Q ADDRESS: INDUSTRIAL 33RD .AVE. Ln FORT PIERCE, FLORIDA JZW AIRPORT INDUSTRIAL PARK UNIT ONE,, o o PLAT BOOK 12, PAGE 40 _ LOT 27 VACANT n 1� `cq SUBJECT TO ANY APPLICABLE EASEMENTS, RIGHTS -OF -WAY, OR OTHER` „ LOT 10 VACANT � o o 00 0) RESTRICTIONS OF RECORD. �. o f '' �. FND 5/8R/C �� LOT 9 VACANT roc » 9. S! z 6! o "LB #4942 S89 O9 OO W �{ �! o A SEARCH OF THE PUBLIC RECORDS HAS NOT BEEN MADE BY THIS ir Z m OFFICE. 477.48' WELL ' 9 9 BEARINGS SHOWN ARE RELATED TO THE WESTLINE OF LOTS 10-1 S, w 2 w �� w BLOCK 65, AS SHOWN ON THE PLAT OF RECORD. 28 9 LEGAL DESCRIPTION PROVIDED BY CLIENT. 4 1 O ELEVATIONS ARE IN FEET AND RELATED TO A NATIONAL GEODETIC SURVEY BENCH MARK, Z 230, ELEVATION 18.99 FEET, NAVD 1988. a PROPERTY ES ? o. rno N 120288 001I76FINDATED 8/19/91.XFLOOD ZONES OARE PAPPROXIMATE s� ANEL oz�' AS SCALED FROM FLOOD INSURANCE RATE MAPS. 8 IN ACCORDANCE WITH CHAPTER 61G17-6.003, ADDITIONS OR 1 129 DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE Q 46.00' o SIGNING PARTY, IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY. 1 Q a THERE ARE NO ABOVE GROUND ENCROACHMENTS UNLESS OTHERWISE 1 m SHOWN. I N _ Y ^ ¢ UTILITIES SHOWN HERE ON ARE VISIBLE ABOVE GROUND FEATURES. 1 m ^ rno ADDITIONAL SUBSURFACE UTILITIES AND OR FEATURES MAY EXIST ao Q c0 �n 30 THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT SHOWN ON ���aN, Y6 THIS SURVEY, THAT MAY BE FOUND IN THE PUBLIC RECORDS OF ST. E F o o LUCIE COUNTY, FLORIDA. ice. 19. O. WOW. NaOp O� I S� 0� 02 MW 02 .. � W ¢ O U' = a k a NOT VALID oa aooa� ID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED. SEAL - OF A FLORIDA LICENSED SURVEYOR AND MAPPER. © U �.f. Oaf. U�'AN ma WOWNW ® o� a o m J a THIS PLAN INFORMATION TO BE VERIFIED BY CONTRACTOR PRIOR TO r UY W G Qp EL1 3 �a �Y W ox>m � 31 6 CONSTRUCTION. oavm wallo� THIS SURVEY IS VALID FOR 90 DAYS FROM THE DATE OF FIELD WORK. Lj o a�w�� womo cc <wo 6! 1 VACATED EASEMENT WAS CHANGED FROM CUYAGA AVENUE TO CAYUGA 0 w 'L = W o i a w � gym, � o� m W AVENUE TO MATCH. CAYUGR SHOWN ON THE PLAT oa 0 0m mo w oo�a> 1-c�-� Rio cn U w <�ERTIFIED .TO: C cf�® BLOCK uj=m0 �O (�O N ® �S ' UNWAY'S END L. FIRST AMERICAN TITLE;' MccMILLAN & STANLEY. O 34 - cai N 0 �. ° N �� Z 14 o In J ems: X z :w)N W to ol O o v L>_I a. z 31. Q Q Q 15 D 33 _� m �J h 0. Q 6, C I 0 _ O, !. � Z_ Q O� D� a U w _ s m !. z SO. o 16 W 34 S 6'! O' O� Z U 0 L- ® z Ld W Q L(d Ll. 2 z z 2 w ~ z z 0 z 0 z Ly z m g o " m R _ R Z.o 0 a ¢U (i i s 5 O O _U a CF w Ld O O O �:; c 0 0 0 0 m Z w 0 mo FILF cor > IjWI� U O T` 0) I SLVFt5 ARE MAXIMUM u J r- l0 O] v w p ) O -� OCO s� z. �. s. cc, Q m V1 wl I 1 o` �U rT b pa 5'X5' CON .SLAB 3 5 2 ABBREWAnoNS //��/ CO 00 F�/C MR CONaMWlNG ISMr FASLNLNr PLS P.Po sloN mo SUR✓EYOR y� O 2 2 �02 \ ^ ^ L l W/ ELEC. BOX 1 IV ACRE ENIST IX511NC PLW POINT OF BEGINNING X - — Q 1-•i 1•� ^I ANC MN x EYr EXrF m POC PoINF OF COMMENCENE U I I ASP �AS� rE f FINI 0 ClEYARIAV 1Rw Pont OF REVERSE CURVANRE O Z ?. • �r\/ O. O• AP ANCHOR POLE F FENCE pP POWER PoLE ? i ` BE BUFfER CASEMENT FNB RRE PM PR MG Db MW BFP Nm Fl.OW PREVFNtOR FPL f{ORILM POWER & L Hr pPop popes / /, y1 PRM P£RAMNETlr REFERENCE NONUM£M VI tl PSM PROfESSpNAL SURVEYOR & AUPPER oC,. B� 6VILOfX"G HW H PSWL PLASTIC $w/ALE '� N an BEAMtc CURB MLr INiERSECRaI R/C ROD AND CAP PUE PRN Mr) EASEMENT Bow e+cK of wALx xcB ICLE�cI a p.c PBLrwNn cnioRluE I � O � g, _ el Z . = BW BARBED D 1� WPE R R�aUBOF-WAY W I� C&C CURB AND Lkl]TER _ _ C/O Lij a,r a L [ENCRI RGE Po W N 'i., C C&i CULPEPPER & 1£RPENINC LICENSED BUSINEBS RLS REaSrEREO [AND SORVEYOR 0 y LP UCM PC(£ RPP PAaUsoM NCRCTE PVC M V \ o% al GMff 1E(£pSION �X LICF W SURVEYOR S/W S/OEN%LK 'N SC% CBB CONCRETE BLOCK STRUCTURE NFASVREC m SY*r SEWER NINNaE fl �O O 1 36 1 a CE�iTRUNE ws M_ m Mo SECBON f c SECIMNN B£[L 1ELEPHDNE. C1 [-. CSC. Z LYF LYN LINK FENCE MINIMUM STY 50 FEET O (O1.p \ �! 6! mSMY "p Wu m0 MUTA&L PIPE WN MEW NIG4 WATER LEY£L SLY STREET LIONr suPPORr PoIE L6 C,. O 0_ V m Off" co am co NR ��r f NWNL ENO sr SEPBC TFNK .. .. ! N@0 AWL AYO a5K S/ SANNA4Y ✓ALYE w ONV talc caNCRErE NA Nav MPL/GBLE TM x euP O a % CONST CONSTRUCTION NaIKbYu oomc i4wiica arvarMUM TrvOEro � of s[mKE. \ \ J O N G H H xv COVERED 1 COUP COVERED PORCH W. NCN/BFF ]P ]RAVERSE Point U COVE .COVERED EMRY O2 p ! / LL X C T CONCRELE PoWER PoLE Op�ET M T PHONE RISER p. O o p z'o'z o SWALE p9 sI ems. N89°09'00"E I 47b.70' PPPE cORRECirED PAS CPIPE of Ec R B RANS DM R m 2 L V I �O as caNCRErE suB ae omcwt REcoaa rrN rae �. ,9. O� a OnrA aNCEE O1"I OVERNUO unurr RM'TM SMJUL Box o U O O O 0/F ORNNREtOYAL[EY CURB P PROPERTY LIkE I1P Tow I Q O 0 : EP , D ant IA'FOFNA]AN/ ✓�' P r V/c UNDER CONSiRIL WN ORB oiTiCL4L REL'ORD BOOK IWP TOWNSHIP W �.. `. 6 (S S(1 Si9O `Q O EP c, O DaMH ORaH1GE MANHOLE M W OF LYMIPoUND CURVANRE vC VK[EY FRB tn. t9. aP cUCr/LE IRINJ PIPE N^ pOIIyT OF CURYA>I/r1E UP U11[M <<� �� M �.2 RiW �o� ST. LU C E B LVD �(,. OCL 2 4 ASPHALT MR E[ iPoMNN PcP PERMANENT COMAOL PANT WL WARP ,JNE. O • • m l^ly !� O� CS 2 CUE oRA4lACE k URUTr EUEME,vr RCO PRESSURE c[DWOur (.V/dTANh wD WOOD N a— 2 ' EIECTMC M£rER PB PPAIAWIC FENCE w wa METER M N m 0 sO so 0 60 R/W �.2 _ wP weu Paxr 9,. O ! O O EP EEDWOwl SERTBOX� PARKER KALON NIL AND aSK wV WATER VAGVE Z M W a \ Z Y (r O Eow ENCRg9CNNETT IM MlM OF IMFRSEc1lON WPP WOOD PoWER PoLE I N N gg W !2 O d E P c'. tea. : �' c'. O. RMxfrr PARKER KuaN MILWL u.q mi rAe O < .- w 3 ra U w PA,PKER KALON NIL RI Q 151 Ile SWALE o 0 0 SWEET NO.: 4 bj TOB p _ ROBERT F REMERSON OF F AROFESSIONALSURVEYOR AND PER STATE OF FLOR/DA F1ELD DATE.• 1119101 UPDATE; 05/08/03 UPDATE: 08/04/03 ✓0B# 03-442 w SYMBOL LEGEND POWER POLE TELEPHONE RISER ® WATER. METER C( CONCRETE POWER POLE a9' EXISTING ELEVATION. p CONCRETE MONUMENT O SET ROD & CAP LB# 4942,UNLESS OTHERWISE NOTED FOUND MARKER AS NOTED A DELTA ANGLE F GUY ANCHOR PROPOSED. ELEVATION ® .SANITARY MAN HOLE © L DRAINAGEMANHOLE SEEGT ION 4 SCALE:1/4" V-0" I St. Lucie Blvd, i t 6" SMINFOFtCED CONC. SLA5 F VERIFY LOCATION AND UTILITY COMPANY. PLOPERfY.. _ _ _ -"--- S IT P L A } . tzRAPHIC SCALE i5 3m SO t IN FEET 1 I Inch.- 30M B _ fT . 4 EN I TE S - 1- ALL WOW SHALL BE IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, 2001'- EDITION, LOCAL AMENDMENTS, NFPA 101. NOTHING CONTAINED IN THIS CIFICATIgN OR SHOWN ON PLANS SHALL BE CONSTRUCTED AS TO CONFLICT WITH ANY LOCAL MUNICIPAL OR STATE LAW OR REGULATION. ALL SUCH LAWS OR REGULATIONS ARE i HEREBY MADE PART OF THIS SPECIFICATION AND THE PLANS ARE THE MINIMUM THAT {. WILL BE ACCEPTED, CONTRACTOR BEING REQUIRED TO MEET B_ UILD6Z AND FIRE j DEPARTMENT REQUIREMENTS AS APPROVED BY THE CWNER I 2. ALL WORK SHALL SE ALIGNED AND POSITIONED IN ACCORDANCE WITH PLAN DIMENSIONS WITH ALL SCALE DIMENSIONS BEING VERIFIED PRIOR .TOUSE. „. _'. ALL WOOD IN CONTACT WITH MASONRY, CONCRETE OR STEEL SHALL BE PRESSURE TREATED. - REV1810Ni 2 sr. 2, 2005 . REVtOWN FIEV16IOd I REVISION �Q YU m uQj i 7 4. GENERAL CONTRACTOR SHALL REPORT ALL IRREGULARITIES ANDDI5CREPANCIEu TO THE ARCHITECT BEFORE PROCEEDING WITH WORK 5. CONTRACTOR SHALL GUARANTEE ALL WORK FOR ONE (1) YEAR AFTER DATE OF i ACCEPTANCE BY OWNER, 6: ALL WINDOW AND DOOR OPENING DIMENSIONS SHALL BE VERIFIED WITH WINDOWS AND DOORS SUPPLIES. 1, ANY BLOCKING, HAILERS, FLASHING OR OTHER REQUIRED FRAMING MATERIAL r SHALL BE INSTALLED AS REQUIRED AS IF THEY WERE ORIGINALLY DETAILED. 5. THE CONTRACTOR SHALL BE. TOTALLY RESPONSIBLE FOR ALL MEANS AND METHODS j OF CONSTRUCTION.. THE ARCHITECT'S PERIODIC VISITS TO THE SITE SHALL NOT RELIEVE THE CONTRACTOR OF TOTAL RESPONSIBILITY AND HE SHALL IN ANY EVENT i :HOLD THE ARCHITECT HARMLESS FOR ALL LITIGATION ARISING FROM INJURY. ' 1 S. ALL STUCCO, METAL LATH, AND DRYWALL WORK SHALL MAINTAIN THE STANDARDS I AS OUTLINED IN THE U-S. GYPSUM CONSTRUCTION HANDBOOK, ESPECIALLY IN REGARDS TO ACCESSORY PRODUCTS, SUC44 AS, CONTROL AND EXPANSION (JOINTS. CONSULT WITH THE ARCHITECT PRIOR TO INSTALLATION. i 10. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS HAVE PRESIDENCE OVER SCALED DIMENSIONS. CONTRACTOR SHALL NOTIFY DESIGNER OF ANY ERRORS OR DISCREPANCIES IN DIMENSIONS OF DRAWINGS. IL ALL STRUCTURAL LUMBER SHALL HAVE THE FOLLOWING MIN. VALUES UNLESS OTHERWISE NOTED: WDu EXTREMEFIBER STRESS IN BENDING: Fb = 1000 PS.I. AM AND SHALL BE HEM -FIR v2 MIN. OM 12. ALL CONSTRICTION SHALL BE PERFORMED IN A. GOOD, WORKMAN-LKE meJ MANNER IN ACCORDANCE WITH ALL CODES, REGULATIONS, ORDINANCES i �q AND RESTRICTIONS HAVING JURISDICTION: Mel " E k < . I i. _ —BUILDING SECTION No. WINDOW TY E 'ERIOR.ELEV. No. --WALL SECTION No. SW SHEET No. SHEET No. DETAIL No. __--- HEIGHT ELEVATION --- SHEET No.. DOOR TYPE i I I I. ARCHITECTURAL SITE PLAN IS FOR GENERAL. LAYOUT`& CONFIGURATION ONLY. ALL DIMENSIONS SHALL BE VERIFIED BY HORIZONTAL CONTROL DRAWINGS PRIOR TO CONSTRUCTION. 2. SITE DIMENSIONS ARE BASED ON A� LE copy SURVEY BY : VELCON GROUP INC. DATE 06/17/04 PLAWWNP.�ND LAND�r.AlfE,Q I ` iiA `rx THOMAS L0666 '&AtS`OCIATES P A.. (lVIL ORAWt�INGS B$�: ' `J A oT STEPHENCOOPER,`PE. "I�: r 'l/`{ r I 4.p AIRPORT A 1 A lZ4S 91 7 L -ST LUw:l1E r,€_ 2v, ORANGE AV/E. OF r OR Ploc" mTOa m OW-OP4T14N VCR ANT PIS R UR'Mp1T THE unrrm mw ARGMTECntld° i DIUMIC W- a T W I > QL ui O Cn - I Lu t� I �3 �r IC= Z �s t� \ O Lb Oo a C W co -ts U3 y0 ' 1 U a uL J t � Pp N� , o N) DRAIIN c-jFM DATE DEC. 30, 2004 I 410, k I I I FND #5 R/ k 3 ; [ 3A ., t.. j i I � � ,✓p 4942 y f F f' , :.vamp av £.::.-. �; }... a.\. � x __.........\.ma ..a.\, \r.:a.y .v \.... 3 j ] �.wuw` �� x ~auu £ 1i /n O„� , y. 9 e M1N \• �, W .. F�_ r _ t I E ,<.• ;,` i` "-`r" /.. LI.1i�.� ,✓ `. r a h1TCr4�l _.. ,aG_..� .. R,._.,-,i`` >% ..,.�>: 97.30' ? ,a3r -fig .'17:. 0`,.' ,,• ,"'. .r, F>. . :j7 > .%` ,s`F `,..,•�",, ..,. 5� r f f i a ' \ � r` r ,F , E w' .. '� .:..:....:............ :..:..:......... ..,:....;.. .. ...... f ..._,..I t.__..,,,_s.'r,,....,,...__.....t_.._,.,,..<._._....d„_,_..s:._...._...t.;......._....'..,M,._...t _...,,.....,,,._._._.f_`�. .,.d., . ...w...... ^:..:.. .1. ,<. �aA'�r=' i F .��--,--/. ..wc----------------------1 A.P n I 3 1+ 4� ' r'' ' 0 FORM I TEMPORARY EDGE F I k4 'F � :.......•....:.,,..�� _...,,::,:.« m.. .,.._:...................�..:.� Z �,.m_. ..,.m........., _,,.�.....,,... .. .,,_«, .,. ..,.___ . ,.....,._..m .«..,...,.....m.,..,,,...... _....,. Yy, y: ..r......E ..... ...... I I tt ARDS I� £. ...A.`, ._.e'.. .. FORMBO err _ „m _ I FINISH FLOOR ELEVATION 21.25 I o k x . I ,.� 0.74 . E. a I x 3 I rF, R I € r � t 7 E 1 '� t.. v A Y I `.F }} _ 3 a xY a :' k :r, — —. — .—• — — .....,....,.: '- .,.,., 3 .. 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I F'� � F i ? � C� re' � .e'` ,f rf'• !` .. ! � ,, . f>v f, j Y£ ,,; "a„ t ^' E x..5 $ : i �'>r r,:> �.,,.� £ m .mw I ` x „7 1 205 33 x 2:11`7 c f f _._ JE r� 70:47 r I� :� 1,.: � - r'r^i ..y.� .._. fi*;...w.,� ...,._w..<.- w .. __...M.....�.. �.. ..._ �..• ,.,a ....... ....... e I 4 � -_..- �.. i` • _3 "i'm k Y ,'� l • t \,A ' Y ( ma_«a...... € A k i , N{ <p x ` - aii I TEMP„ RAFY EDGr OF FORM E =LAJ III x 1 � ,:t.,. .ry � � i € �•rak. I:I F \v,„ � .3.t,.A.^ m "3n I I ry i,. I I' II . €i ._,.1^a•s` �r I F � FLOOR ELEVATION 21.25:.�a..1FINISH . I€E . ...._..,...,_.,._,_.,._. _.-.W..,.�. 0.74 .�.A..,.,_•.:: __..,..; { g 1 ._Y ¢ i I x E a.. "- E _ 17 33 yy x e. i i x i E :._ I I 1 _ _..1 I a x e > E 22 l £. . },..? rsif+'+�vn w6rti�vnrrnwvbw�'+w,\`:srr.xrvvvn`mww.rn.rrvr>`vmxu »me.ri vw.an:vm..x r. ..vY ............................. F aAx1 ^••••"' '• '.. 1 ! I 3 I i L,,...:,.,...,..y....i _..... k I l..:k,,,«.�..,Z x ...�y.< . ..w�..,. i F _ � t 0 E 3 f kd CON �x°SC V ..,. W .. v, '. . IN �. j , '�.e .i: ,, Y$ :: L... ,,..'> i:7'r\�1i via \,..' E4✓ E a. o \`�.Cauxx t e i i x T.. ... x } �.«... ..:.......m........., .. _,.&„..__p,....a.....,, .....,.1.,`§`.... ,.,.m�d...,.MY .. ..m.,aq..a.......:w«, .. 3} kk be C ' x CO � mmm : ,f E � (( I _*:_„.„,a.. ..,..,___,._,m...,..,aa.=s.,m .m.,,.;�...,_ ._ m......................»,• t k x__._«,,,_.......,__,..m,.._..,._.,............__._.......,,.,,.,.,._...._.._.._....m,..,m..._...._..,...._«.,,....m..__.,m.,..__............_...___.,.....,.,_._.._,._m,....,....._..._..m....»..__...._.__...m.._._.._,._.: ...... - . C,. L._. . , :;::,..u..\.\.w�.v,.\..:-..-:.......,.�...�,,:z».H...�..............-n.:,......rm,......:.:»..\........ .�m�.w,.�............... i x E k a k t £ s i E .rr. E I R c t w £ ... ,_... .,. ...................... .. _ ,..�m.�._., .mmM..._..__._.. ,,.,...,....,.,.,,,. ... ... .....Ay { " ttoa °LE - w. ..5` F "I,.____._....,...,..._ I _._.,.. ., .. . NOTE: _. _. _._ m�-. ,__...,..._.._m___..__ '.:.-. :.m fin,. .�#-i:...`-•`.."^ �� w `.v,:. ..w..«... ....�.:.,._, m,__..:. „mm____ m_,m................. �m..,..m�` .,,... ; ,_.§ 3_ .....' C:.m..... �,":. 3" l;g..C.^„�,,.......,.._,..,,,...,..,.,....m..,..m__,. ._.._.,... ..... ..._......_. ..,, ._. M { I„._ i ALL ELEVATIONS SHOWN HEREON ARE BASED ON N.A.V.D. 1988 C, .............. ,,_.......__ .,.,>......,.,.... :. a d _.._ WW__._.._m m_ w...,__ —: __ ._ _, _ _ FORBOARD TIE® j < p to A.B. SURVEY SUPPLIES ENTERPRISES, INC. DRAWN BY; JJR Professional Surveyors and Mappers SCALE: 1" =30' CERTIFICATE OF AUTHORIZATION NUMBER LB 6301 2603 INDUSTPJAL AVENUETE: 11 — — 2, FT. PIERCE FLORIDAFLO 29 06 RIDA 34946 PHONE 772' 464••- 9500 F � a FAX 772 878--p d N � ) 718 VI REI SON DATE B Y 00PX*( 2006 A.B. Survey Sapp/!em EntwprJb*% Inc 7HE SURVEY DEPICTEDEON IS NOT VALID TMTHOUT THE �TONArJe`e AND. THE D:gMAL CHECKED BY: JJR RAISED E MeasgD} SOF A FLORIDA LICENSED SURYFA� '3'� 1 WASSPPRR•EPARED UD EE•` RESPONSIBLE CHARGE OF lK PROJECT: 06-234 t- DWG: 06-234 OiPo9ER D. Q"ND, PROFS MAL SUR' YL°�li STA7EFLDRIDA REMSTRATDN NUMBER 6M .. ........._.- RUNWAYS END FORMBOARD 11E—IN SF- I 11CIF rnI INTY_ FT nPInA RECFTV NOV,1 a YUue PROJECT NUMBER —234. SHEET NUMBER OF q -* 05<b 0I0 Z 4V A0512 A�/n 01