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Plans 1 ocean (vault) AT T� 4E -5F. ?4 TUJRTLE INN oma. P47 747 LAN T I C, 5E 14C�4 a��n �nM�nntd HALL_ �-�►�'G�IT�GTS, �'-�- Anant•�� 8 AVENUE, f✓�co ►� � � �-� G- 132 *R< �-13 CITY ATLANTICOF BEACH 32 BUILDINGGOF) iCE NOV 2 0 1997 �+ ,2GT 1 10. :Y1004 �--! INDEX 1 CONSTRUCTION. ------ � 01"'iS. ON EXISTING }-I/G I -D� c AT}-4t�0� WITH TUU ) Sc-� 1. "" 01"'i TO �--I/G AGGE.•SI:3L� C� SWEET2. REMODEL EXISTING S518L5 C �ATHp..Oo1'"I WITH ROLL-IN t X I ST INC 5ED ROO 1 TD 5� 1-4/G AGG SWEET 3. REM F �. '�TIOD�L XISTING- L0�3=3 QST ROOMS TO H/G AGGSSSII:3L�. REMODEL =NTN GF SID5 5. - IIJALK iRAMF- ' 'r to• STANDARD s� DSTAILS. - TU15 A 5HOWEt� STANDARD DETAILS. _ W.O. LAVATORY 4 VANITY ,t T STAI�IDARD DETAILS. - 51*N E RLtCEIVED AL iQUI1<.=MINTS. S' O IT IOpt NOV 1 a- STANDAi;D DETAILS. - AIS 7 1997 s - City 9f Atlantic Beach �I CONSTRUCTION: Buller► and Zoning r _ D t�1�W RAMP AT FO©LSIDI= �NTIzAN �" 51BL5. 1m AD LSID� TOILETS TO 5E /G AGGI=S 11_ r• 1"IOD L -X15TING POO i REVISIONS DALE D7pN 1 03 5 1 10• I EXIST. FANm GPS ANTENNA YX MICROFLECT WAVEGUIDE DPSCONNECT <" SUPPORT B1598 ® 3' 0' RD ON WALL n H.C. H.C. O.C. AX. EXISTING m AHERN ST. 1 EXIST. 9-1 0 GROUND PARKING FAN 0 B� G W �Op,O -------- \ LUCENT TRANSMITTER SECTOR Av EQUIPMENT ON PLATFOR 10 WALKWAY Q I PBS4 PLATFORM m 0 �QUfPMENT a I EXISTIN I pq c� � • i b PENTH U�E 4J BUS BA C a �c RESTAURANT BELOW C �a o a. I_ A wca 1 CHILLE I (7b DAM W12/n ATLANTIC BLVD CONDOR ® DMC N0. "MAI JOB N(k 1410 mwk WB PARTIAL ROOF T° '-� ..::: I 1•=10'-0• PLAN SHOWING EQUIPMENT LOCATIOkI rA SITE KEY PLANAl SCALE: 1"=20'—O" j 1 iSCALE: 1"=60'—O" ! NOTES: E nnE: 1. EXISTING ROOF CONSTRUCTION: NON—BALLASTED ROLL ROOFING W/ASPHALT. SITE/KEY PLAN 2. EXISTING PENTHOUSE ROOF CONSTRUCTION: NON—BALLASTED ROOF. EQUIPMENT LOCATION PLAN 3. THE REFERENCE ELEVATION FOR THE ROOF IS THE FIRST FLOOR LEVEL OF THE BUILDING WHICH IS TAKEN AS REFERENCE EL 0.00 SEA TURTLE INN 4. ALL DIMENSIONS SHOWN THUS t ARE APPROXIMATE. THE CONTRACTOR SHALL VERIFY #t OCEAN BLVD E ALL DIMENSIONS AND ELEVATIONS WHICH EFFECTS THE CONTRACTORS WORK. ATLANTIC BEACH, FLA. 1 5. REFER TO GROUNDING RISER DIAGRAM DWG. E-1 FOR DETAILS AND GROUND WIRE SIZES. sHEEr Num 6. SEE ANTENNA AND COAXIAL CABLE SCHEDULE ON SHEET A-3. Al 5'-1 7/8" 2'-10 7/8" 3'-0" EXIST. PARAPET vGit.,Ni /O� 2— 3/4" ALL THREAD BEAM SIZE IN EPDXY EA. SIDE SEE PLAN 3 iv i I • • S2 I ' W10 19 I • • ri i I `° W R �QV/ (2) 3/4"0 S3 . x A325 � � A BOLTS TYP. W8X10 I W8X10 'St N I I L6x4x3/8"x 0'-8" r� so W 2 3 4"0 A325 BOLTSr2 W8x1D w8Xi0 / / SECTION � I � �t_z 1 SECTION s2 SCALE. 3/4„ M x xx S2 SCALE: 3/4” = 1'-0" z p p I p 'tV I I o 90 CENTER NEW COL. W8X10 I I W8X10 I ON EXIST. COL WATER FPROOF COL. BEAM SIZE PENETRAgTION THRU W8X10 W8X10 ( SEE PLAN ROOFING; �+ I 2 TS' S2 ;�, I I I M x W8X10 I ,� EXISTING ROOF ,S2 77 r I W10 19 3'-0" 0 I J'111 3/4" 3'—O" I 3/8" R. W/ (4) 3/ � " o�� 3/9/99 WALKWAY 4" 0 BOLTS 3/8 I� W/ JW Na PLATFORM EXIST. FRAMING- (4) 3/4" EXP. BOLTS DRAW JPB i3'-10" y, EXISTING COL. aa: AB seN.e AS SHOWN , �,runrrrrr r STEEL PLACING PLAN 3 SECTION ;•`�gSIFl��lf,. SCALE:: 1 /2" = 1 '-0" S2 SCALE: 3/4" = 1 '-0"GENERAL NOTES-. `* 1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE g. STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED ACCORDING TO THE AISC ';Fc •• .,,oma!:••' �Q FIELD PRIOR TO COMMENCING WORK. "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS" (JUNE 1, 1989) OR THE "LOAD �0"If ERED VERIFY" INDICATES AN ASSUMED EXISTING CONDITION. THE CONTRACTOR IS AND RESISTANCE FACTOR DESIGNED SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS RESPONSIBLE FOR VERIFYING IN THE FIELD THAT THE ACTUAL EXISTING CON— (DECEMBER 1, 1993). DITION IS ACCURATELY DESCRIBED IN THESE DRAWINGS. IF EXISTING CON— DITIONS ARE DIFFERENT, THE CONTRACTOR SHALL NOTIFY THE 7.1 SHOP ELEMENTS ANDSSHALL BE CONNECTIONSEVELOPED SHOwN ONHICH THESE DDRAWINGSY DORYCT STEEL MEMBERS RwHOSE EQUIPMENT AL ENGINEER AND AWAIT NOTICE OF HOW 't0 PROCEED. WHOSE REACTIONS ARE NOT SHOWN. THE DESIGN REACTIONS SHALL BE OBTAINED FROM SUPPORT PLAN 2. - STRUCTURAL FRAME IS DESIGNED IN ACCORDANCE WITH THE STANDARD THE TABLES ENTITLED " ALLOWABLE L." BUILDING CODE, 1994 EDITION. 8,. USE PREQUALIFIED WELDED JOINTS PER AISC AND THE STRUCTURAL WELDING CODE OF 3• GRAVITY LOADS THE AMERICAN WELDING SOCIETY. "NON—PREQUALIFIED JOINTS SHALL BE QUALIFIED SEA UNIFORM LIVE LOADS PRIOR TO FABRICATION. TURTLE ISN FLOOR — ACTUAL EQUIPMENT LOADS #1 I[�AN x•�` ROOF — 20 PSF 9: COLD—FORMED STEEL DESIGN. FABRICATION AND ERECTION SHALL BE IN ACCORDANCE ATLANTIC M RN WITH AISI " SPECIFICATION FOR DESIGN OF COLD—FORMED STEEL STRUCTURAL MEMBERS" smm"r m imem 4. STRUCTURAL STEEL SHALL CONFORM TO ASTM A36 OR A572. STRUCTURAL STEEL AUGUST 16, 1986 EDITION WITH DECEMBER 11, 1989 AMENDMENTS OR AISI "LOAD AND 4 � — I REVISIONS �•'.:iV I O DALE DESCRfr" REV. I 3 23 KA7FM AWED 1 I 39_0" 15'-2 3/4" 5'-8 1/4" STEP UP 1 ''-8" 3'-6 3/4" (6) 1 5/8" C. Lo (,) 7/8„ Cm 88 it' I I i I 1 n - - I — — — — — — as o i I tGR01 I -` "I II tCAB� Ti i I Z0 ;- RAILING 20"RADIUS MIN. -21 2'-11 " w 1 Al " �n tD PENTHOUSE l Iiv I ILU E , CABLE V 00 I IBTSi COVER I I �rn - I PROVIDE GALV. STEEL rn w ° GRATING AROUND a t ° t i i CABINETS WHERE CABIN �.'`DW a ' I INDICATED i 4 , I C A B I N DALE: I I D7R;N0. 99002A2 I I Joe Nck 1410 DRAW trio CHEOCEM _ - - - - - - - - - v I ° 1 I l STEP UP 2� 0 I I nnE: PLATFORM LAYOUT I I I I I I I I I PLATFORM LAYOUT SEA TURTLE INN #1 OCEAN BLVD SCALE: 1/2"=1'-0" ATLANTIC BEACH, FLA. I I � I ; s+EEr M111BE1t A2 I I I I 4. •;., REVISIONS DESOWnM REV.] DATE n 0'-0" MIN. GPS ANTENNA 3AMM 1 6EPARATION _ o' 00 s ^n GROWT CABIN0 EQUIPMENT ROOM Av LUCEN. CABLE 2 x BTS /COVER �p PWR m CAB. m M4 W� a Ow 5Z 2 Q O Q W O W N �z a� A jo'-o" MIN._4 PENTHOUSE ROfOF PLAN DATE 0212N j SEPARATION W/CABLE LAYOUT DWM "oum WNa1410 A N T EIN N A LAYOUT SCALE: 3/16"=I'-O" DRAW MLG TP SCALE: SCALE: 3/16'=1'-0' NOTE: FIELD VERIFY THAT PENTIIHOUSE DOES NOT HAVE A PARAPET WALL. (6) O 1 5/8- _ (1) /8_ (1) O 7/8" UNISTRUT 1 5/8 xt 5/8 x12g ANTENNA AND COA L CABLE SCHEDULE GALV. 4'-0„ O.C. MAX. w/ a 4"� Z� AMM NA�c �� aNroia cnA�aaL CABLE cAB1E CODE HOLESO 2 1/2" O.C. ON BACK FOR PENTHOUSE TI11E 1 A ALLMI 71" 1 5/8. CCALE 2 SNAP—IN ANCHORS ROOF ANTENNA LAYOUT 335' 2 B NIAN 7199 275• 15/8' CABLE 3 CABLE 4 0 0 0 0 3 C ALlmi 7199 2o0' 1 5/en C A BL E 6 4 WA f?S ANTENIA N/A 7/8. CABLE 7 SEA TURTLE INN mm JII ANrOM m BE nFdMM VIn1 aIWKMT BRApa:TS awmN mr TTO ATE LATIM UN AZBIfm L SECTION A ATLANTICOCEAN BEACH, FLA. REGUMED NEDWGCAL DUWW LT FIIt EACH ANTENNA VnN ALLTEL RF doom Knx DiBTALLATax N.T.S. 3 SHEET NUMBER: A3 P SED ALL REVISIONS Din= oESarnCN CS ANTENNAS a N„�„ ,' ,r,. . SM s O : DO 10'-0" �D 2 PS ANTENNA t EXISTIN NtA ni EXISTING ANTENNAS COAXIAL 8� EXISTING, ANTENNA m EXISTING DOOR m 10'-0" �O INTO EQUIP. D :t ROOM 3 8R co I `0 BTS w" o� -77 D I ALLTEL (NbAX. Up 18'-6" WALL OF PENTHOUSE EXISTING PENTHOUSE (PAINT T(m MATCH) w NORTH ELEVATION � SCALE: 1/8"=1'-0" rA V� Gz EXISTING �w � COAXIAL 10'-0" i �. ^I a� w s ca I 2 t 25'-0" DAME02/IZIN EXISTING DW N0` 4 EXISTING PENTHOUSE COAXIAL OPOSED ALLTEL 41 SOUTH ELEVATION s ANTENNASy,� SCALE: 1/8"=1'-0" CIA c EXISTING ANTENNA EXISTING DOOR mm 2 y ANTENNA LAYOUT 18'-6" SEA TURTLE INN EXISTING PENTHOUSE #1 OCEAN BLVD ATLANTIC BEACH, FLA. I SOUTH ELEVATION SCALE: 1/8"=l'—o" 9'U"""' A4 REVISIONS DATE OEICRIP031 GROUNDING LEGEND ELECTRICAL LEGEND fM0umm Norm ' ^IICB IIASRR lw emw ROSS! u u 1/1bSdA' NkW PANEL BOARD. SURFACE MOUNTED l� EbCSITNG PANEL BOARD. SURFACE MOUNTED ECB O 1/rg"r 01 03ar on El F60STING DRY TYPE TRANSFORMER CAM TO 41 6MTR1 CORER ME!OI AS NOTED ® WIER BIASING LRNIIMG NIVIECTION %RCUT BREAKER NERR %ON FUSIBLE E DISCONNECT go 7 '.110TCH. MOUNTED 54' A.F.F. IYlLILS IYlE.YB lYl�IC ��—TO � � � S/O'aO'EORQ tlAO STEEL ORq/O NO � �"�-�\ ( gyp %SIBLE DISCONNECT SNITCH, MOUNTED 54'A.F.F. a1r -iP3 ANTENNA � m ~— p nEaNNL1Wr]IL(� TWEI ySW CONlTC110N AM MMM ® �(ANSLENT VOLTAGE SURGE SUPPRESSOR WITH at0UR1 g9�tlILLT-IN FUSES, SURFACE MOUNTED OMIRM ELIRFIENt TO SUM. m TO �PIDC_ MOUNTED. TYPE Y� TYPE V5 lYEL1!! I i - I GROIRD PER UIC1N 4R4 w ® n0 AMPS, 125 VOLTS. SINGLE PHAS ) POWER AT PENTHOUSE AT SEE SHEET a EOR WCA80N COAX GHANA�CABLE COM To BRI GANNET Q `UNCTION BOX, SURFACE MOUNTED iH' A.F.F. E6fPOSED WIRING L—L.=- ——— — um L1 �-_- HARE RUNS SBL TYPE ITT �.� —— A OVE FINISHED FLOOR o CARE COVER A.F.F.AF.F. Z ILII U.O.N. UWkESS OTHERWISE NOTED I� WP ]ALTA ; I� Gn GWWND FAULT INTERRUPTER GROUNDING II A W V %LT �] CONNECTION DETAIL 3 K.T.S. E_1 CMUIBRI'4!&:COALY N/EUGENE KM KkOWATT- HOUR CRDUIONG GROUNDING NOTES CbllDur GROUNDING PLAN DIAGRAM G GP1D H.T.S. E_, 1. ==MMSHALL COMPLY WITH NIX MR.730 Me W/BIS E QUPMEMT MANIMMI HERS SPECO"ICATIONS. L3 L MM COMA' CABLE SHERDS MINIMUM AT BOTH BINS USING a z � "` "" " ""ERS cm emu` ""°m ELECTRIQ;AL NOTES ' 3. USE/6 COPPER STRANDED WINE WITH GREEN COLOR MUM MN FORABOVE W ANIEIWA SOLD 1:BARE �IM BMW ADE CRO OTHERWISE SPECFIEZI)p1 AS 1. ALL NORM(slWl COINDMI TO 118 REOUBtE11flEf5 of A NDICATED ON THE ORAWWN. TNE�iuATm"tlECENCAL 000E(IEC)AS WELL AS APPLICABLE CODES. 1 ANEEIMA SUPIPPOBT PPE 4. ALL ABOVE GROILIND T1TE CONECf�ORS Fp s70 D O HYGOW Sul AIBI BOLT tNIBECTORS FOR SND BRAE.ALL KM CONNECTORS ARE TO 2 ITEMS SHALL BE UL APPROVED OR LISTED AND DATE 02/12/91 'w y SURIESS ST@L NAM BE CAD WEED EXOiIEBINC WIELD DO HOT ALLOW RARE COMER MANE SPECIF�CA71ON REOIINEIENR. DNC N0 99=1 70 BE N CONTACT WITH GALVANIZED STEEL C 3 11E NOOK NICLUOES ALL LABOR AND MATERIAL LOB NCR TWO HOLE CORER S ROUTE CROIIRMING COINIICfORS AlD11C TLE SIIDREESf AIM INCIDENTALORAMM63 AND SPECEICIL7MN.BINJDNG MAWN: . WAN=aNE CO PREssIOM TEU SERAWNLEST PATH POSSIBLE EXCEPT AS OTHIERWISE INDICATED. A1�ROVED 70 PROVIDE COMPLETE,OPERATNC AIN QEdffD: TP OROUMNN LEADS SHMI D NEVER BE BENT AT RIGHT ANCIE sysrN SCALE: VARINIS ALWAYS MAKE AT LEAST 12'RADNIS BERMS. /6 WK CAN BE BENT 4- CEIIERAL � lLLYAI� ONgMM AT 6'RADIUS TFEII NECESSARY. FOR OBT�SHALL PAY FEB FOR PERMITS,AND 0 RESPNOBF TOP AIMPER(1/Y COAX) A AN%SAM PERMITS AND WORDNATDN OF INSPECTIONS. t BONN ANY METAL OBJECTS WITINI 7 FEET OF ALLIEL EOIPMEIR OR & 02MMCAL�flxCo BMRIK NONE A BINDW SLIALL RUN N CABINET TO W` &Aol11N Off OR IO PMC(AS PERMITTED BY COOE). 7. CONECIMN S TO MkN SHALL BE ARRANGED N THREE MAN CROUPS: L ELECTRICAL STAt WASHER FLIT WA9Ek(IWIGIIa TELCO TRING OUTSIDE A BUNDNG AND EXPOSED 1/t's1 1/E'NO(ROU PRRIARY PONERMR PRODUCERS(COAXIAL CANE 6BOUN KBS TELCO CARNET TO WEATIER y I E N WATERTIGHT OAIMANMAO RICM STEEL CABNLEI);SURGE ABSORBERS(GDIBMMG CONDNTS REDLINED,N LIQUID TIGHT FIE)= METAL aff(�� N��IG OR MMDNC STEEL NII-SILICIC LOCAL CODES AND SITE CONDITIONS PERMIT. COAX CABLE GROUNDING KIT CONECTIONS TO M M BARS SMALL BE MADE TRH TWO HOLE T- NxMFD T SHALL BE sdEDIEE 40 PVC SHALL BE COPPER WITH TYPE XNMN.7HMK OR COAXIAL CABLES aLNAM w ego� LL1GA APPLY WIDE NDHIINC a �� TR1LE: TO B75 aM CAS TNROSM HARE COPRtt TOE I. APPLY OME NOMM COIPOwD TO ALL CO PRESSION TYPE TILL IL151E11 ELECTRICAL OR 70 ANSOLUIE WWJKmmm mmm WURE am=ODNIECnow B• RIM CONDIIT BETNEOL ELEMRICAL UTILITY NOTES, PLANS APEootPRISTMHR TErNMI T AU TO. SITE ONOIHMNM'AMM TRANSFORMER BNMNG 0 TO THE L' �AND AU7MS CELL SITE PI NER GANNET AS RISERS & DETAILS ' NIRe COPPER WATER BOER LOCATED N MORIN PEHIIIOUSE THIS THIS DRAWN&PIDNDE FULL LETIGTN PUL ROPE I.`YWAAA G UP OR OF CONET,=I NA PMUM WE 0 MERE THE OMWA t TELCO COMPAYS WILL NSE COORDINATE ALLATNN WITH UTILITY C0IPANY. ` L O p70 BE USED AT ALL IOLN110NS. UP FTMY BILI FiDOR 10.RIM TELCOBETWEEN TELEPHONEuTB11Y DEMARCATION 11. ALL INDEBGROINM E1EC7NOOE5 SHALL BE BOWED TO STEER CI=A AS D �AT ELL Sm TELCO CABINET AND ms SEA TURTLE INN COAX CABLE CONNECTION RQiORCILIC ENINED En N THE COO C ErE SLAB AMM CONCRETE ROPE PROVIDE nLL P LENGTH , #1 OCEAN BLVD AND GROUNDING DETAIL TVP. G R'c�U N D BAR MDNOPNE MLINADON MEAsuRMc ACH EMM. ATLANTIC BEACH, FLA. ` CONNECTIONS DETAIL 2 ,L THE BACK FILL MATERIAL SHALL BE FTSE OF STOLES AND TAMPED OWN „-� N LS E-1 N.T.S. E-1 71MRNLNEY M LAYERS NOT EMEEONN Ir N OM EQlwmERr SATED OUTSIDE SHALL HAVE mm 3R EMND6IBE IL TEST COMPLENED MM SIM FOR 10 ohm WISTANCE OR LESS AND /L ALL PEMETRA SHEET MHDOt RECORD I6U.TS FOR PRAECT CLOSE-OUT DOCB�RATION. elm�CORE ORRLRI05 SHALL SEALED N WRH NEC.STA,E AND LOCAL CODES.. E 1 ' NS a WE I DESOWDON 4EV• 2/0 AWG COPPER TO EXISTING GROUND QBAR 1 1 POWER DISCONNECT I G G A �$ E2m Gh j GROWT ! CABINE ip PENTHOUSE EXISTING R'OWERTEL WALKWAY ? MGB EQUIP. o0 PLATFORM •LUC TGEXISTING GROUND BAR Bo BTS COVER AT PENTHOUSE—CONNECTED �v TO DOWN CONDUCTOR AT oo OUTSIDE OF BUILDING. SEE SHEET Al FOR LOCATION - �•� POWE LLL_________ CABI ET �— ROUTE ALLTEL CONDUITS AROUND PENTHOUSE ABOVE a DOOR PAINT TO MATCH PENTHOUSE WALLS TELEPHONE W Ul EXISTING I ! PANEL a a CONDUJIT FOR aum POWERIkEL EQUIP. N 0 I W PENTHOUSE ca ( WALL I P WE ND TEL EP ONE I DAM �Z /29 "KINDORF" UP FR IM 8TI I FLOOR Ho .ae rw: 1410 k CHANNEL ( ours,: �s Elm r1 ♦-1 Ar EXISTING n 1 Col IDUIT ` i ALLTEL CONDUIT FIRE DfpT, nnE i SIAMESfE CONN. ELECTRICAL PLAN DETAIL A SCALE:1/4"=1'-0" E2 EQUIPMENT LAYOUT SEA TURTLE INN ELECTRICAL #1 OCEAN BLVD SCALE:1/4"=1'-0" ATLANTIC BEACH, FLA. a+Er WRAM E2 REVISIONS /eo PLM a Cama ROUTE CONDUITS ON PENTHOUSE WALL PPROXIMATE LENGTH OF CONDUIT RUN IS 100 F. 0pp cis r NEW TEjLEPHONE PANEL UP THROUGH CONCRIrE $ (NEMA 4+ ENCLOSURE) AT STAIRWELL LOCATIlbN. 2 SEE SHEET E2 g� 2" CONDUIT FOR LOCATION Y o� rc POWER B. NEW DISCONNECT CAB. 100A 120/208V 1 PH. ROOFo (NEMA 4 ENCLOSURE) or° #2/0 AWG TO i WATER PIPE' o �M ALLTEL EQUIPMENT ON ROOF 2" CONDUIT W/ (3) #1 PH. AND w (1) #4 GROUND EXISTING _ PROVIDE NEW 60 AMP 480/277V EXISTING , I BREAKER ® EXISTING PANEL BOARD TELEPHON �a EXISTING PANEL w 480/277 E/ATOR SHA �z PANEL EXISTING EMON DMON m -TELEPHONE DIGITAL TENANT A - a IBOARD METER 0 8TH FLOOR " 12 98 ,ioe ma 1410 ELECTRICAL MAW mic EMON- TP ROOM (4)#6&I(1) scm KTA DMON NEW TELEPHONE METER I TRANSFORMER CONDUIT UP #10 G. #2/0 AWG TO MAIN NEW EXISTIN # t ELECTRICAL /GROUNDING ROD TRANSFORMER WIRE CONDUIT UP 30 KVA 480/208 wnF- 3 PH. Q GROUNDING NOTES, PLANS, RISERS, ELECTRICAL RISER DIAGRAM & °ErAlls 8TH FLOOR PLAN @ ELEC. ROOM N.T.S. SCALE:1/4"=1'-0" SEA TURTLE INN #1 OCEAN BLVD ATLANTIC BEACH, FLA. - + s►Er MMBM E3 REVISIONS NemOuW=Cm U3 DATE DEsaw7mv. STRUCTURAL NOTES ter-aua� B, � m 3 °° cmm cm W/ss BRDGE w Ic 1. mm REQumlEN7S ANE PER STANDARD WLVNG COOEA994. B. UNBEIF%va COMPLY WITH THE REOIIN9ENI5 � .' SNAP-N CAGE HAI ED MII�_-ASCE7.t7 n A-222-F S7RUC7URAL STNVARDS FM STEEL NSRRJIE OF am COHSIRICH0N AND THE NA �FOR AN,Etau 9UPPOR791G S1RUMURE5 7NE BA C CROWD WIND SPEED FRETS app 7"W%NA7DNAL OF901 N UluZ D AND SEMSWC DOM LOADING 6 W BE SIZE SPECIFIC. WDOD COISIRI OON, ALL LUMBER SFTAIL BE Inn . MIND WAD 15 too VPN. AND SHALL BE SIRIICARAL GRADE NO.2 ORMOM-- o-- _ 2. SiNICRIRAL SIM SiNI CO F=10 THE LATEST EDIVON OF 7. TRANMTIER EDUPMENT SHALL BE PWA)ED BY ONE)t AND tS - -— Gfa f-w Off-WU t%3/4f ❑ THE NSC SPECIir kWG FOR SIRUCRM SIM BUILDINGS- NOT NCUDED IN THESE ColamUC710N DOM A SCHEME OF DINER � INL7B x 1/7 oc d eAa TUI ALLOWABLE SIRES OEM AID PLATTE DEM NCLUONG THE TFE BD DOONOlIS °—;� COBENTARY AND THE NSC CODE OF SEADARD NIACKE NEEDED CONNECTION IIOII ALL OTHER is ADNARE PROVIDED BY _ _'— SLAP-�1 A110106 (SEE AnAg9Flli 4 ALL o71ER HARIIWNE m srALNExs sEE1 3 SOMMAL SIM PLATES ND SHAPES SHALL CW M TD ASIY . o A36 IN. NL SITNIC LVAL STEEL L FPES%AM COFOTN TO AM THE CONTRACTOR C09ECRCN HIARDWADE sNAu THE BunD sa NINES B3DW PoR 1TPE SECTION AT FB T S EQUIPMENT , N A53 GRADE B. ALL SNUCRNGL SIM COPOETiiS ND FABRCAIm ORM ROOF& 7FE CONTRACTOR SNNI ODORONAIE ALL WDRK .ul WO1N AND MO ER ff AN(RRS n n ASSOBIES SHALL BE NOT OP GALVAN2ED AFTER FNWBCAIM ASSMIATED WITH THE� THE CO IRACTUR OBTAIN q N.T.S.T� S-1 4. W(BDN9 SHALL lE N ACCORDANCE NiN llf AIE1INJW WFLDNG MIEN APPROVN.FROM 11E BUIDHG a; CONTRACTOR 1.MRBBt ff AM01WI5IDBIRETk SID °D MOM(A"0.1.1-92.SR XWA WFSDBIG CODE-STEEL WELD �M BISDULA7101 OF ANY ROOF MONIED 2 ANCHORS tF W 4 CABLES 33 3 ANOp15 ff W B CRIES �2 n HECiROOESS SHALL BE EMOL 9. THE STRUCTURAL COPOENIS OF THIS PRDJECT=UMM 4 ANOM IP 12 CABLES E _ ANOT W BE ALTERED BY THIS CON=WD0H �v 5. ALL TRENUCI ADED SU N.FASIEIM FOR ANWNA SIPPGRT NOTED Cn11ERNSE 2 USE LEAD S M 009M IDD CON-!HASOINY. 2 1/27'0 GAILY.PIPE •�._,. ASS'EMES SINL OOFONI N ASN A307 OR ASTM AX ALL USE MORE BOA KID SRI)WILL. c W/CLOSURE AT TOP g 8 SNWRDAL FASENERS FOR SINDAIRAL SIM TRAING SHALL 10. NORTH ARSE/SIDNI OF PWIS WEBS TO O OD�IIIRACIOR o PENTHOUSE WfM DIAMETER BWEARING TTPE CM19LI OB UN TISIENERS SHALL N AADS ING INCHN 09QUPNICY SHALL MMY�AND WON 4 SECTION ROOF IN THE SENO LANE E)POSED FS 011HB NUTS ND es NAWASHERSSISHALLSE CALVAVA MESS EST O1IFRNSE HOED. 11. NO HVAC OR PLL1691G MEL 9E REOIMWD. N.T.S. S-1 ANTENNA W/DOYN- COIQEIE DFANST01 MOM SAL BE H L11 KNL BOTS TILT BRACKET AND PIPE BRACKET MMES$OiIERNSE NOTED. SLE f TD WALL WITH MIT 7S. L ON SHEET 1. EEG �• 1/2'd JUMPER Wo 1D �v 1 Z0 r fix, `PENTHOUSE v CPS ANTENNA an ss a Dust uaErx/AM6E1t 1 1/4 SED 40 GALV PIPE .4 X f-r LOG A' W ` ,;;••' - J r':• Pb E LP ° Wsplf t S d d 3/8GLV.BOTS AND G¢" - MAX W/33/0 «, , STUNG NUTS a HOLES9 21/7 0.0 ON BACK FOR SE WALL ElEVA710R FOR f p SMAP IN ANCHORS ANTENNA MONiNG HBO11S LNBSiRli15/8x15/B'd2g v 4 SECTION z D x Ir GN.V.W/2 MOM SEE NDIES GROW FOR TWE SFE NOTES BELOW FOR TYPEA• AHI)NRNIF OFNN NON5 I'N.T.S S-1 TA ! OF ANCHORS ^ a 4. 4' z 1/7 JUMPER a• v• EX W/NSU ARR 2 1/2• 2 1 2- L3 1/2x3 1/20/4 a 02W 4 IIOMIED W BRAOET x 0'-6'GALV. A PENTHOUSE WALL v e WALL BRACM.(SEE NOTES FOR Ot11/16.0 FOR /e' er N 9118•~HOLES L USE 7006E BOE BID SRI)WALL !YA90RY. ^ YWA4ETtS USE I r13 000IDi m ) NUTS ANP, 10 PATCH U-BOLT 2 CPS AVOW MAD NnEU BE AT THE WEST How FOIT 0 NT BLSDMUTION � - � e i/2'/U-BOLT � DWG.N0. 9900251 SECTION 'A VAIN Nur,L.00KWA�x 2' 2" M DATE a4 t2 B v. a 3 RAT-WASTER 1'-4' Joe 14a N.rs s-t DRAM MLG 4 l31/2x31/DA/4'x0-6' L3x3xi/4x1'-4 CtECKEO v v ^ A" ELEVATION SCALE VARIOUS v, a .9• d 'a � .. :4' .4 ` v CONC. WALL GPS ANTENNA •a e• � L �... � PENTHOUSE ROOF ' • " ..t• L3x3xl/4x1'-4'LG GALV.W/ 11/16'~HOLES FOR 51TO i . q HLTI HIT C-20 ANCHORS W/FLAT WASHERS,LOCK WASTERS, WM(FOR ANCHOR_ :t• SCFEDUIE LENGTH SEE 2, 1 /4- STRUCTURAL NOTES, Imam BAR tut wAu x-20 A"�0R satmuLE PLANS, SECTIONS TO L3 3/4' 10'LONG FOR V GRICK ON 6'CYU :l 1. USE LEAD SHIELD 1NSERIS INW CON-ND HASOBLY. 12'LONG FOR C BRICK ON S'CFR► & DETAILS 3. UUATIMOLTS KM M INWD BEET►ETN. 12'LONG FOR 4'BRICK ON 10'aN 1Y LONG FOR 4'BRICK ON It CMI) 1 OWL Hags IMM 03M WALL NWALL ANCHOR BMM SEA TURTLE INN SEAL ANNO GROUND BAR MOUNTING 5 COMPONENT POL TiURETHA E BASE AT UMM F�SFNMT. A ATLANTIC BEACEAN H, LA. ELEVATION AT GPS ANTENNA SHEE N.T.S 3 `NUMOM SECTION N.T.S. S 1 I REVISIONS DALE OESC�AOM 8.00 3 s 3 8Y PLATFORM ADDED 2.80 v 24.10 W10x19 W10x19 ---- --------- -- —_— I I --- ------------ ---------_--- --- __ N Ir— -f---- --r' nn ----- ---- --- ------------- I I I I I I q I I I I EQUIPMENT LOADS I I t/ I U; I 1 I x M -------- 1 I U 1 W$-- GROWTH CABINET 750 LBS. i — _______ — =— — __ = ---------- --- 1 I ! 1 i — 1 i---- I I I I $ BTS 1100 LBS. POWER CABINET 2800 LBS. i 1 —_— _-----_— I 1 —_---- 3_ ----------_—tea I �„ p t I .. AlI I 1 1 Ali li i /aoi111 8.00 � 1 2.85 0 Il1 I 24 116 Z: I 27.25 i N 2.86 L4 I I I I W8x10 I ----- — :3 i I� -- --------i 1 ----- — I- ------- ----- 1 —_----_ -- --tea o W �— -- ------- i w8x10 r — �' ------- — -- N SII I I II 1 I I Im 1 V � NOTE: ALL STEEL TO BE GALVANIZED 2 jl � N I � V SII I III I1 I III Ij1 1 --- -+ +} ------ -- --4 1------------------------------ -———— ----------- ---- I r -------- -- ---J------------------ ------ W .d I A I ^ O 01 I I N 36.00 24. 10 I DATE tz DW NaJW NQ 1410 9000?S3 wl ox i s DRAM I .80 2.60 CHECKED: 7 I I SCAB I I I I _ I I I I I I I I I TRLE: BOLT LOCATIONS BOLT LOCATIONS A SEA TURTLE INN SCALE: 1/2"=1'-0" 11 OCEAN BLVD S 3 ATLANTIC BEACH, FLA. . i SH W MATH: S3 1 REVISIONS DAIS DE'S�IION REV. GENT=RAL NOTES IV' E ,as REN9ED NOTES ,L IRE CONNACIOR SNL CYE inNO903 AND CORLY wN ALLREC Op1All0,'L MES IEDIA7MNS AID LAMIL/ROBRS ff Pin WHIN.ARE POIR IMMOPAL AID ML ROFAMY 1999 h TURTLE INN o o� SEAI BFAIBN DI AE PDYOWMff ff 11E aN.TIE N/IC PF1MED ON IE PRDAA AID IRE w1BIALS 11SMM SH&L BE N SM AIXONME AN ALL A1i1T AIRE COOM Bea P"+� RENIIAIAR Pill QdWML4 AtlL�nt"� (� ,p� ,ATLANTIC BEII�H I IE PiIOMECE/BIN®t HAVE NAM EIen Hfar W SEr RIM City Of' and Zoning v 'BUILDING OFFiCL N IE CONMRIIN AND CUFACt DOOM ENIS IE COIREIE guiid�tng la SLOE ff MIL 710 O'INAT MI®°'D 71E 1 B 1 OCEAN BLVD. IEIFIIOEM Oligm INT MINOR OM9901S Q E1N06 N TIE NO O wmnm BINE NOT Elm mAPR 2 8199 COI/W(.lOt FINY OOINIERIC 71E PROTECT Ab INIOBIOIO N N ACCO(NILE ITN IE NEIL ff NX MOISM n$ IIF ORN6bt OR BMER sun"TIE MESP0m11Y ff ATLANTIC BEACH, FLA. 4SI MOIFw10 a AIWIN)11E ALL1a REPNSBITAm ff ANY COAICR,EMOo,OR O®OLY IMOI W IE 9M6S01 COIwmm WMFOSAL at PERFOIIINLE or Lox N TIE DEM i OF BBo@AMCEC 71E COINACIO!SWL POLE TIE IIOE MY Q E VEIG E AIN,IMM 011B=N MM 1 TIE WE LA ANN A L INNER AMURml"A ALL BOR 080, SITE N 0: ovem FORFAR;10C PiD ALL DNBt wIOM AND IAMY DED® JV-268 D Y tEOWINY W OOREE,IE OlARDNBT A5 DE9oM IAEiL t�+y S IE COINAM SNL INNF IEA SE PION W IRE {- 211111010111 OF 605 a POIOMNC DILA W FWIN<ff RBRBF 7 W AIN IE FOD 1011111110115 AND W 1eRY IMT IE FROM CM BE Oo1gNIC®N ACOdOINQ rMl IE COTNACT 1 DOOIOIR L IE COIItl1M SNL OIOII MAIIO RATMII W WDC®All O m CQ SFAVIOI MOM W SONAO DIN ON My M INF 00=1011S,O BY IE COBMICM MR=/MMACT �v 7. >ENMSKL ALL HARIBITAOCA= Ag�IBREVIATIONS PROJECT SUMMARY SFEET INDEX ACCQOM'.W IE YNMfAC1RIAYS/VDDOYS SEOIGI06 i IMItS 101®CI OR WERE LOLL CONS OR OMMMFIOS - 0 wo O DOEREOAXE s Aj a TIE Da1NACIa sNALL WIONDE A FML BIT OF aosNuclDl APPLICANT/LESSEE: T-1 TITLE SHEfET 9 DOOIAt15 AT IIE SHE IIwIED ARI IE LAIM WINIOIS PiD AMBDIMB OR IIMNMAINB AVIAME FOR TIE USE BY ALL ALLTEL NXMIBIICAMORS ^_ IBM&11030 FIM IE IN= AWAGRASTABE 1� MECHANICALBTS STATION 010 . JA1RIVERSIDEEAVE. C-1 SITE SUR\QEY <: LA L IE ONnwo mu SNOWS AND ORet IE mwAPPROX APMGMATE FNPFR YANIIFAC1lIRER MAR,r MILDER DMINEN 1664.IE COINM.90t SNL RE 9OELY CAB CABINET MIS MAMER ORMIND DAR PCS PERSONAL ...I NWOL9BIE FOI AL mAMICION MMa"OK a c cEtiNO Nip Mraau �TON (904),�oD15 A-1 SITE/KEY [PLAN & EQUIP. LOCATION PLAN T851MiR SIIOIOS AND WMMIDIMS Pio tQ ccNDNAAIO ONC CONCRETE MtL FETAL .:; ALL NblD06 O'71E AIN IIRB!TIE OONIN:L CONT CONTNUOM NKC ITT + s7DP ELEVATION - A-2 PLATFORM LAYOUT NL BE OOTNACl01 SNL E NEMISRE FOR OWDID PiL CJ CONS7RUCT10N JOINT NTW SET PONT r/I FRITTS MD INPBIO6 INCH MY 6E 113111110 FOR 11E ION DIA OtAMEIER OLC ON CElN70 a' SYate RAVTN ��N�M� Dom' °RA's' OW � r A-1 AM7ENA MAW Na A-3 ANTENNA (VgYOUT w EEAI EaM+ENT Nom'°BAR t A-4 ANTENNA It. IE DNTNACWN SNL WINENFff.SSARY Whom IDIIOEer EA EACH 91tr AHIONA LEVAl10NS .a _ 1 MM IMFIOilMM EAMIM PAW.MINK ETC ELEC EL.ECTMCAL SIIM SIMILAR AMID OWM=WON CONIEION OF UK IE EL ELEVATION Ss STS stm E coN7F�IBE PROJECT DESCRIPTION: S-1 STRUCTUWAL NOTES, PLANS, SECTIONS V OINACIOt SPILL WAR MITDMIAff TINT MAY WE EO EWAL STP- STEW- t PLATE ODOMAT NE W COAMICNOT ON OR ABODE TRE FRO W. EWF E011PIEHr TOZC TOP CP CMCWM THE PROXCT CONSISTS OF THE NSYALLATION AND OPERATION OF ANIENKAS AND THE & DETAIL% - I i q. 71E dNNAC1019N1 IOP 71E GENOME IDK AREA OEM (E7 EQLWMESIM Top TOP OF MASONRY AL ELEVAION NM ASSOMIED EQU P1ENT CANNE75 FOR ALLTEL'S PERSONAL COMMUNICATION SYSTEM AS WAID FOE MM C I6MICROI PiD LLWON:ff ML TYPICAL � T NO. (PCS}OC PROPOSE ro INSTALL IX A AN BEA AND 2 E32232LNT CARNETS ON S-2 PLATFOR j ML OBI4 weN MD NOW B WNOR NOT S WO AS FF FINISHED FLOOR MEF VERIFY N FELD ROOF LOCATED AT p OCEAN RLW.AIANIIC BEACH.FNA.3zza3. IDM STRUCTURAL IBWMMr ON IE PROPERM FROM SNL BE LEFT N CLEAN LME55 oi1ERMS:NOTED_0_1It01A0� EACH ANTENNA tS APPROOOIAIELY W-Y TALL BY D'TIDE BY 3'DEEP. � C=NBI AND TREE no PND sP01%WK ON WJM OF ANY CAALV �E WF WELDED IME FABRIC CSE TIE SELF-CONTAINED EOUPIFNT CABINETS ARE NO'TALL BY 34'WE AM W DEEP. S-3 BOLT LOCATIONS a wIIE G G&VAMIZM GENERAI CONTRACTOR w/ „ DE AN7F OM ARE OESOED ro TRANSMIT AND RECELIE RADIO 904ALS FOR A REN ICHAL i M IE cm.MM!STALL MINIFY 71E ALM.119'IM TRIMS 1/AE WIND GROUND Nt AFND ANO E`AENTRAIAY""TONAL Nis NE"M0� E-1 ELECTRICAL NOTES, PLANS, RISERS • Y A CONICS CODES OI ANY OFTIE CWNACT DOOMM BE LO LONG e' AT & DETAIL% m CORNMNR a IIOT W am IMIS L OR Cmwm=NY MAX MADOMLRN W PORIOI OF ITE aN THAT R N CO NIJU OTIL COARI 6 NEWDED BY IRE PiLH R RISE)DAItE E-2 ELECTRICAL PLAN ca M. IE 0301ACW SIAL 11311"Y ALL 011911011%13EILIINS, RIO1111Y 1111;ER:ON IE NFL E-3 ELECTRICAL NOTES & DETAILS GENERAL LOCATION MAP V'iICINITY MAP CONTACTS DAT No DAIS 12 99 JOB NO: 1419 DRAMA: IN.6 OWNER/LESSEE: SITE ACQUISITIONS: cHENacED STP NA TF1 CARAWAY COMMUNICATIONS CALE 15f ' O A BFAGI CKSOWALL FL& sum Sao Rcac 7RAL MAR7Y NNtANAt DALLAS,TEXAS 75= 0 51• Z ATA a (904)405-OD15 (214)340-9M AN11TA-SI 5� nn Z C'N O - A�N ► SITE Z LANDLORD/OWNER: SURVEYOR: n 10 SEA 7MILE NN L.D.BRADLEY TITLE. 1 OCEAN BLVD 3274 RAMONA BLVD. 10 SITE �BEACH,FNA. JACKSaNMIE FL 32205 (°04)70-6,40000 TITLE PAGE (904)249-74M 0 AIA 1r IN SEA TURTLE INN 11 OCEAN BLVD ATLANTIC BEACH, FLA. � ( 0 GNE S cam' ATA �,TH D LANE S ITESMYRH& EET �� HOUDAY HANOR (404) ,� A LANTA, GEORGIA 30318- ®� REVISIONS AN AS-BUILT SURVEY DATE DESCRIPTION I". J SHOWING ANTENNA PLACUENT AND OTHER FEATURES ON TOP OF THE SEA TURTLE INN ATLANTIC BEACH, JACKSONVILLE DUVAL COUNTY, FLORIDA pt �5? +� oS r Prov 571 "4 5 5o.55 W = 72.16' PACT Nh ni S x324 50'W Parol One o 9 rwrrw�; r5►�i A port d block 336.t�w wAh o part d the abadand clap will eok block 36 Wget m " - 4 ♦ - W8I1 a part d Mwnt,-Sbwt and a part d Agenda Boulevard,Plot No.1.SbdvMm 'A'Atlarr6e i 150.�� o g 112.90 Beach w noorhled. is Plod book 0. Page 69 d the cured public neorde d Duvd Co nty. o bO'tr9rlhrr -d or Ohs knd�yYq aostwy thereof to the colon arwd 4he d She '0 ArM t1r' g 63'24'JO"W '�„ S 6324'JO W AXM tSP Atlorhtk Oaw w by Plot beak 35.po w.S9.59 a and 59 b.d IM ah "public �•• IONmar � Rnrr� s/ ^ as^war dacr9red w ta9o�fora point d begkniq morma roe at the X Z saworrrerwei1' u Ar NarlhWeet corrher a - 11 d sad hbd[36,eek conn bekg the iterseetlarh d Uhe eaetry U< m., Boulevard (fo"nedy Continental Avenue: vilth the fannerty Y aero t e Sedllery Inc did Arm Strad(tameH Nan Street)all as ilyd by a survey d4. ® Pnprrrd by ��fegteteed land s rvayor No. 179 an Septen low 29. 1937.ehhorhbhed err,` m•O • and approved by the c6o nd d the been d Atlatk:Beach are October 5. 1937.rdd aiweY being In u sew 0 7 B b'Usd 'S1rr d a q d AtlarH' BwrJr.Dwd Coaty. Florko'from exirtirg bu9daad to n j „ L ver ® Doter Thr d hone[, E 0.right--d-aayosts .far IM papoer d dWW;I:ly Mdng Uw bandark to l' �I�tQYT • Sough 06'S41�0. P rehrsrne at the corners d each Heck Bence ^. • �the darehwhtlahb EmAwly right_ah line d Ocean Boulevard. 2� • er a distance d 195, feat to Ohs raoatly eraabd northerly right-ef-way Ine of Abartie Oo • vee doN rad rso ft aWoted right-of-Way Ira,the folwirq eight e Bohdwvorid; &P ma courser 1) South 04'East. the dNtahoe d 29.18 fest; 2) Nath 852450'East.a w^ � • • ,at , dy I ddancs d 156.53 to the point d curvature d a curve concove Southeasterly havim a W R LAT:30'19'20.509 r ® radhhs d 63.68 feet.. y Wong the am d add orrve a detmoe d 5221 feet.said as LOW.81'53'25.023' y� b*V s bbwded M gi chary beakp d SohM 6524'32'Ewt ad a chord dsMrhw d 50.76 feet • • s9i"v°w�i to° �K1AIeddNadh 89'2E�j. H, L R.Wellingtony o dRarhrd 7.1the nordierty 0tfeet toga p r s s • draw urv.a wrill rhery having a re"d 16.50 het 5)SoutlareMy don the • am of o Feet,ora d 24.53 feet.add at behhg s blinded by a chard bearhg d South tIrteL d detorhoa 2277 feet to a VI d tongerwy d add arra:6)Nodh £ w ~ •T 7 m®• 89'24'So'Earl,ad 28,04 firt 7t'"South, DD'36'10•East,a deEohaa d 4.00 feel;8) f O North 89'24'50t / feet to the deacon boned erosion omm arm co * dig em ereeton oohtrd WN.a deface d 34.17 fest to ar4o a v' p 8,Q ne of 254215 fen rah the ddomm sold�anme w Sadhry-Beco A Nom U �d9M-o(-wal'Ww d At Z Q ner ,rCrpa/wOaahlaCw_..��° O 8etono dfill '83'24'S0'West.stoat clang eek South"dight-of-way Inc d Alien Strad UQ P J r le•N`'aea wge'J N d 5 f a falawkq BIrN OOInMe:"North Y WMR�C I•j M Weal a detahp of $ard11 8324'50'West.d detahcw d 5056 het 3)South'52"2r2r Z _ Ahem Street the-.%6�8324'50'West a I-ahw d 11290 het to ane6hor nowty aeaMd 73 het to a poli on the dormeh>doned orignd IW of a" line d �+ Soh .aid dight-ofr_r W LimWorn Seethed, W of way Ine of Ath OW54!10'Omsk a of law hern Sbmk p v South 8324'50'We� reomrft � 3 x A AT AV. 7 a distanced 150.00 to the ahremedlafed eoNely rlgt-d-weir Inc d Ocean Badrvaht U cg< 1 yT�9gV A 3 thence South 05'54'1 East.deal OW �..d-coy,gore,a deface d 40.00 fed to ^� p'8 A7Z4NnC BEACH 0 7 B the point d Beginni 4. } Y� O 1 RAT BVIXY 4 PNd£dW L 5! n M ,YtL1'Aaesh 3 6 Q 3 W 0 K ~M IIn � U 7 3 2 0 '414 h h ~ W Q o o y o I SErlt V V V e O S / 0 T '� r ♦ 101C/lJLYV y8• v 14 .�;.i Vie.�at•4, Red3.66' ` ]i N N'24'30• E 156.53' 1x52.21' CBS W24'3Y E .. iArelrr ar.o.as Cw50.76' 3 2 .aew aeisrr�cess-asur a,w,aw IT- u MOF ` DATE: 2/9/1999 N 89'24'50'En 10' N 89'24'50'E JOB NO: dAL2M 7. z ~ DRAWN: A.WALIEN .4TLAAWC BOVLFr AM 2LOe O CHECK RJE39015 (IBC,yp-A`_wIr WMWS) D>•7557'30' N 89'24'50'E 120.54' SCALE: N.TS. NOTES: Rw1B.50' " TITLE: 1.) S lit'i 6 NOT A BOINPoNRf IIiVEY. -1E0E11D- L-44-W la. .� 2)))BF1dtlNGS SHOWN HEREON REFER TO THE LEGAL DESCRIPTION AS FURNISHED. CBaS 5T36'25'E 3.3,INE:LEGAL DESCRIPTION SHOWN HEREON WAS FURNISHED TO THIS OFFICE 0.2277' ERC 8 4. ELEVATIONS SHOWN HEREON REFER TO NATIONAL GEODVIRIIAL DATUM OF b SITE ADDRESS: .� 1929 AND ARE BASED ON OEPARIYENf OF WIRIPAL RESOURCES MONUMENT • mor vmr DNit 72-81-A21, ELEVATION 0.00 F7fT,N.G.V.D., 1929. • r»ww►vear „ e a"ORION VICINITY MAP ONE OCEAN BOULEVARD ehrrae rheATLANTIC BEACH. FLORIDA Axeern -hha TO MAE- 32233 El rum Manuel nm -e- moor -W- .E AD am aNhnm 5274 RAMONA BLVD. am hroeoee• Aar I kt& JACKSON FLORIDA 32205 C�ah ha c LIGNUME Np Y FAX (90(4)04 86 T00 BI 479 mIt a sw CMML URVEYORS LICENSED BUSINESS Na 6888 RICHARD J.JENONS - L Aha ueonh FLORIDA nq IElED UY•eamm mm 4a1 on aaoaa-r NOT TD SCALE oft VAD WINohR W SOVAI E Ab WE Oman New W.0.N .0-99-.W Sutliff DATE 2/4/1999 DRAFTED 5f:A.WALLE N :;. C CNae SM OF A ROOM,U® SUM012w11 A• %*IIIFPt7t W.O.No_I� GHECKEDI I**RJF1 an CAD FILE 99037.OW0 FB 143 Poe 69-73 C 1 t ftuoZ pue 5uip�!n8 1 r :U NI inr - - -- - 0 —77 z • : , 1 r s t [ L c _ , a , Ins F 7 7- — — t kk 4r4 1 -41 —r L f 7' f • � T M Y t V i P•` v a e ._ , , i , t • I „3 v�- EXISTING ' VAULT NEW 6" DR-14 C-900 ------�---t--------------- - ---------------------------------------------T APPROX. 115' i I i NEW 6" 1 DOUBLE CHECK BACKFLOW 4 ---1------------------�T� ,;I-----------ITh. lh .., - F D C ill !!I/r.'I! iii. 'i - - - PO+ � TO {.'. �----------- E___� ", , 6 0O I I `l._..- \/..'.��' I '�'+r J�JL JL '--� I 0' ' JALL DGCjW ENI$ INCLUDING ORIGINAL DRAWINGS, SPEprICATIGNS,FIELD NOTES, i ------------'----------------'---'-----� ' ; p STIMAT ANO DATA, INCLUDING CONFUTER PROGRAMS PURSUANT TD THIS PROJECT i . I I L- I NEW 6" k i I RE AND) WILL REMAIN THE PROPERTY OF WAYNE AUTOMATIC FIRE,SPRINKLERSINC. '--------------------------------------------� ' VAFS, 1 NTS OF SERVICE. THEY ARE NOT INTENDED, NOR REPRESENTED NSTRUME , FLG, CROSS ; ; p yE 'I7AOLE FOR RE—USE BY THE CLIENT,OR OTHERS,ON EXTENSION o< THIS V CROSS i i OR FOR ANY OTHER PROJECT. ANY REU ROJECT; SE,OR ADAPTATION OF THE INFO— ,, __________________________________________________________________� i RNA ICONTAIMED HEREIN, WITHOUT SPECIFIC WRITTEN PERMISSION FROM WAFS ILL Bf- T T CLIENTS 50.E RISK,WITHOUT LIABILITY,OR LEGAL EXPOSURE TO AF% WILL ENTITLE VAFS TOFURTHER COMPENSATION AT RATES TO BE AGREED N BET N VAFS AND THE CLIENT. THE CLIENT SHl1LL ALSO INDEMNIFY AND HOLD ESS FRW4 ANY AND ALL CLAIMS, DAMAGES,LOSSES AND EXPENSESINCL— NEW 6" DING A TORNEYS FEES RESULTING FROM ANY SUCH PERMISSIONS. [FADC.RCETPHTE p H OWNER INFORMATION THIS DRAWING IS BASED ON THE OWNERS /� POR1t1, i ! i DR-•14. C-9.00 I ' AtHCE OF THE LATEST EDITION OF NEPA 1125 AS THE APPLICABLE STANDARD ,!INSPECTI[M.TESTIN411ND MAINTENANCE OF WATER HASED FIRE PROTECTION STEMS: IFTMEBUILDING 0 NER HAS NOT RECEIVED w COPY OFTHIS PAMPHLET APPROX. 20' I D� II�,,��N�O7 FAMILIAR WITH THE OPERATION AND MAINTENANCE OF THIS SYSTEM iEASE Olw^T'-TT THE NEAREST OFFICE OF WAYNE AUTOMATIC FIRE SPRINKLERS,INC. r ! i N0. DATE REVISIONSJR BY _ --------- ryN pa< jr6 3 E)%snNG 4 FIRE PUMP a WATER SUPPLY INFORMATION EXISTINGPUMP R 00 M STATIPr PRESSURE FIRE PUMP RESIDUML PRESSURE SIZE GPM 0 PSI PITOT READING TYPE OF DRIVER FLOW IIN G.P.M. ELECTRICAL REOS DATE 6IF TEST TIME OIF TEST TEST TOM BY i FLOORPLAN NYDRA#T LOCATION NOT TO SCALE I DESIGN CRITERIA SYSTEM DESIGN AWA i D ENSITY i EXISTING EXISTING A S.F. HOTEL A BASK HOTEL. 0 BASR TEST I 0 TEST ATI>F -;b n _ AREA 04A ' mss. - 0 x F. g SPRINKLERS SPACING • SYMBOL MAMMUM MINIMUM COMMENTS QUANTITY SPRINKLERS [YMB. 1§T 2ND JRD SIZE K TEMP mom j 11,------..__.___..--- r---------------------------------•------------------------ -_____----------------------------------------- --------------------- -- ----- ;li II �II i �li / �� y rT---- -T-� :; `-��---j'+'-' NEW 6" j E.'XI S TI N G PUMP R O M 6" SCH. 40 SUPPLY ! -! TVAL ENTIRE JOB: GALVANIZED PIPE - i r Ili " ! ( EXISTING i I B OF ARAN C BEACH lli iii i ! i-�ir--------- _�, -r� FIRE PUJMP LAING OFFICE CH WAYNE ----__ i l r 2005 Automatic Fire Sprinklers, �1c -- --=--�-_• ` ORLANDO — JACKSONVILLE — FORT MYERS ----- E T rTl ... .,. .. .., E_ ___ -- — ``i'h--------------------------------- i t,'��I i--- t-�i r_t�-a i F--------a!FF----------- iii -1-_. - a!' ----. _ CHARLOTTE, C POMPANO CHAR N lli ilii ilii �._,.I �,,• iii ill Til it lil CORPORATE OFFICE — ORLANDO, FLORIDA . 111 ; •`••...i l h--------•----•- --._ I ..._- __-- i�. �.� 1z:;:;: -__._, j i�'\ 222 CAPITOL COURT OCOEE, FL 34761 �. t --------- t .�.� -- 1ilG-- aid r`,AP 0 EXISTING ;:: ;L _L—�_•.___;�_ ,s -T .�, -{I;-- ._�, �E; -- ,.; , j PH01E (407) 656-3030 FAX: (407) 656-8026 i •- -- - : -- • i. i I PRUCT: E:Y_______.� � �-- l I ; I i _ _ 4_ SEA TURTLE INN ! --------------- -------_� -� I tu ! ITY OF , I At1,1' ,t1,h� i i1 " 'I ' 1 OCEAN BLVD. /♦ e 72 E3 e 01 A APR 18 2005ATLANTIC BEACH, FLORIDA I l l i r7- SYSTEM e.. . i i DRAWN SH R E V E W E D DATE: APRIL 15, TAOM Jacksonville Fire Prevention Div. SCALE: NOT TO SCALE ELEVATION PLAN APR X 5 2005 AHE DUVAL COUNTY NOT TO SCALE coNTRacT,� NO EXCEPTIONS NO AS S N ED SHEET / SHEET# P 1 FP1 0 F 1 ----------------------- --- - ..-....#t€.-. €d/� .x.,f 4xt� r........ �.,-..... _ ..,..a .. ......... _. � >� �. «, ......s....,..7Ea.. . ..s� I�Y.,. 11.. . .t,", .a. ., ..... - , -r..w.,..... � _._. ..,._.. " - 4 t 0 l WLANTIC 8 EAC eu H i�Q Frc JUIN 41991 o 4 i f r 4 1 t A4c r d st/,,tl 2,Y-P 7 r22a� -G r .. . r r 690 APPROVED CffY OF ATLANTIC BEACH S BUILDING OFFICE UN 0 41991 M I i 'Doo 1 1, I 1 } CA r- . I i� No� T I oN5 IRFMOD E L L ING AT 7E 5EA TUIRTLE INN AT ATLANTIC 5EACS 4 , FLORIDA 32 2 Z 3 5= 41DE 4 HALL ARCHITECTS, F.A. C- 1329, KINGSLE r AVENUE, ORANGE fi AFK/ - , .p 1=LORIDA 320"'13 c. o DAN lic p�pVE FiROJECT NO. 9-1004 NpV 01991 INDEX PHASE 1 C0NSTRUCTION: S1. RE. ON EXISTING H/C 5EDROO1"IS. ` sit 2, REMODEL EXISTING 5EDROO I TO H/C ACCI=B5I5LE (5ATHROOM WITI-} TU5 ) SWEET 3. REMODEL EXISTING 5EDROO I TO 5E H/C ASWEET GC SSISL� f �AT�-1 001" WITS-I ROLL-IN SNOB 4. REMODEL EXISTING- LO55T REST ROOMS TO H/C ACCESSI5LE. SWEET S. REMODEL ENTRANCE SIDE-WALK RAMP. 4 i CEIVED SHEET* 6. STANDARD DETAILS. - TU5 4 SHOWER aE KV 117 1997 Sir -1. STAI0ARD DETAILS,. - W.C. LAVATOR'r 4 VANITT city ofptlantic Beach SWEET S. STANDARD DETAILS. - SIGNAGE guildin end Zoning SHEET S. STANDARD DETAILS. ADDITIONAL REQUIREMENTS. PHASE 11 CONSTRUCTION: SWEET 10. AD'I� NEW RAMP AT POOLSIDE ENTRANCE. I SHEET 1I, RE"ODEL EXISTING FOOLS IDE TOILETS TO 5E W/C ACCESS f ISLE. 2 -5+ BATHROOM DOOR INTRUDES INTO r-- 77 NO GRAB BARS AT W.G. OR TUB . NO TUB SEAT. O WASTE E HOT SUPPLY LINES NOT NSULATED C AT AV.) LL —�- S. FAUCET NOT TO ADA REQUIREMENT-S_ s o. ACC=55Orzi=S NOT TO ADA ;-lE!Gt-t R_,�, U!R�M-N i S. —T BEDROOM ENTRANCE DOOR TOC '`iIARRO;:; :. )O=r-- ; � _„ 'vOT GIVE VE THE REQUIRED 32' CLEAR WIDTH. 4 � 3" �DR00M ENTRANCE DOOR DOES; NO I HAv*- R=,-UIR=D 18" } CLEARANCE AT LATC= SIDE 0= DCA _ 'INCLUSION: UP GRADE TO ADA =RQUIR=M=N(T5- LAYOUT W i T _l I U5 REFER TO SHEET 2 . NOTES 3 a,6,;�,g� 4 GENERA' . 24'-9' 1� NO GRAB BARS- AT W.C. OR ROLL IN SHOWER ONO SHOWED SEAT. �3. WASTE HOT SUPaL1' '!NES NOT INULA C AT LAV.) FAUCET NOT TO ADA R=QUIREr I=Nt: 5. ACCESSORIES NOT .TO ADA HEIGHT R_QUI' BEDROOM ENTRANCE DOOR TOO `NA RRCW , DOES NOT- G--!V= THE REQUIRED-32' CLEAR WIDTH. . I 3 BEDROOM ENTRANCE DOOR DOEt NOT I'AVE REQUIRED D 18' CL_ARAN..IE A I LATCH SIDE OF Df�< GrZ i s - . CONCLUSION: UP GRADE TO ADA Rte__R S =RQUit�-^ME 0 � N1T5- l.,.._=T 3 NOT=S 3,L(o ', g a S ENERAL ; _ "O . 10, t2=SORT ON EX ,ST �i G �4/C B E D 001"IS. XISTiNG- LA`'OUT W171 �4 ROLL IN S' OWER` ScAL_ . 1/4' -0' RENOVATIONS / REMODELING AT THE OHIION i HALL ARCWTTiCTH. P.A. SEA TURTLE INN ATLANTIC BEACH, FLORIDA 32233 P� 100-4 1 71_9. CD ti/ t �`il' �� ol oe t tt t ZS, tl1 3 r n t t i>n CDtt , t ti tt � t / v a L 9 PROPOSED BE DROC"'t EXISTING- BEDROOM F-- 241 24'-e* t NEW LA1'0uT ' EX[STINC— LA, -OUT NO'=S . i� REMOVE EX!STWG- PAR ITiON. O ADD NEW H/C AC:C=SS[BL= WL. 4 t ALL ACCESSORIES CINCLUDI j CRAB BAF?CRAB BARS OR VANITY ) REMOVE EXISTING VANITY W.G. t ACCESSORIIIES• SEE DETAIL SH==tt (NOA t -i „ ) CAP OFF SUPPLY E WAS t'` WHERE NOT REUSED- aM ` - _ O ADD NEW TUB ACCESSORIES IN, - SEAT t GRAB BARS.RE, :OVE EXISTING ENTRY DOOR # FRAME - ENLARGE SE= DETAIL SHEET C NO. 6 t '1). OPENING TO 3`4' TO ACCEPT NEW 36' DOOR TAK= OFF EXISTING 5ATt4ROOM DOOR. . OCONSTRUCT N=W PARTITION: 3 5/8' MTL. STUD* GENERAL AT 16' CIC l ?"PATCH EXISTNG- CON5TRLICTION ) WITH 5/8' TYPE X GYPSUM BOARD- USE MOI.*TUB FINISHES ARE AS 5ELEC t=D BY (CWNER, TO MATCH EXISTING-. RESISTANT GYPSUM BOARD INSIDE BATHRO(PM. ORE-=ANG BATHROOM DOOR TO SWING OUT OP ALL ;LURK SHALL 5E IN CiMPLI ANC= WIT; ; CURRENT BUILDING ROOM. CHANGE— HARDWARE TO LEVER TYPE IPER CODE AND ADA REQUIREMENTS. ADA R.E Uif�M>=NTS. . PATCH AND REPAIRALL DISTUR@ED AREAS. 07 , ADD NEW KNOCK DOUN HM FRAME AND 3'0'X6'8' ENTRANCE DOOR (MATCH EXI5TIN,4) NEW RELOCATE ELECTRICAL LIGHTS, $WITCHE5 t OUTLETS TO SUIT f-:A WAR` TOB= LEVER TYPE PER ADA l0S^UIRS",=NTS. NEW LAYOUT. REMODEL EXISTING= 3EDROO"i TO �/C ACC�SSISL� C BAT14ROOt i WIT�4 TUEB SCALE : 3/16' 1'-0' RENOVATIONS / REMODELING AT THE OH10Esc HALL ARCHITMCT8, P.A. SEA TURTLE INN ,� ova&AMR o�mm nx o ,. A-MANTIC SEACN, FLORIDA 32233 , 1004 -mz ' 11///1ll1jljlj II �� I � i I B.DROO"`i �9 ! =X!STING-- B�DRODM I! _ i T fZ 4 NEW LA) OUT EXISTING L.A',rG-)UT NOTES - C> REM01e=- =XIS T 11-: PARTITION. ADD NEW H/C ACCE551BLE W.C. 49 LAVATOR�' C OR VANITY ) t ALL ''=550RI=5 (INCLUDING. GRAB BARS ) Cf R`-M01r EXITING- VANITY Wim. t ACC_SSOIR@ SEE DETAIL SHEET (NO. 6 GAr'' 0=r SUPPLY t ',:;AST= WHEN NOT P—EUD• 10 ADD NEW SHOWER ACCESSORII IN GLUDtNG SCAT 4 GRAS C3 ) R='"'IOVE EXISTING- ENTRY DOOR 4 =RAI"= BARS. 5E=_ DETAIL Si{E=-T ( NO. 16 t Q TO 3'4" TO AGCEP T NEW 36' DOOR` C) TAKE 0= EXISTING- BATHROOM DOOR C) CONIISTRUCT NEW PARTITION: 3 5/8' MTL. STUDS GENERAL : AT 16' G/C ( MATCH EXI5TING CONSTRJCTIO4 ) WITH 5/8' TY E X GYPSU"" =30ARD- U5= MOIs�� FINISHES ARE A5 SELECTED 5YOWP-R, TO MATCH EX!STINCs. RESISTANT G--YPSUM BOARD INSIDE BATHRO' M- ALL WORK S;;ALL BE IN GOM201-114gNCE WITH CURRENT BUILDING ce, R=--;ANG- BATHROOM DOOR TO SWING- OUT D�' CODE AND ADA REOUIREM=NIT5, ROOM. CHANGE HARDWARE TO LEVER TYPE 40SR ADA RE=iREMENTS. • PATCH" AND REPAIR ALL DISTURkEED AREAS. C, � ADD NEW KNOCIG DOWN HM•rRAM_ AND . 3'0'X6'8' ENTRANCE DOOR (MATCH Nr---LURELOCATE ELECTRICAL LIGHTS, -SWITCHES 11 OUTLETS TO SUIT iARD.UAr' TO 5E L=V=rZ TYPE PER ADA }IGZU!R="'ETvTS. NEW LAYOUT. cb) PATCH =LOOK WH'`R=_ TUB R=M01/_=D, SCROD TO FALLS N REMODEL >=XISTING 3>=.D12001"I NEW TUB DRAIN LOCATION � 1-ULL1` TILE. ,_ SIDLE C 5ATHIR00I"I WITH r20LL- IN 6H0LQt!R SCALE : 3/16' 1'-0' -NOVAT I DNS REMODELING INCA AT THE OHIMM i HALL A�ICHITNICT6. P.A. SEA TURTLE INN """'°"'>�'Now aD..[M11111c.Mom 3 ATLANTIC 5EACH, FLORIDA 32233 .700 NOTES . REMOVE (2) W.G.'S - AND PARTITIONS COMPLETE. V OREE LOVE EXIST INC% DOOR t FRAM=, ENLARSE OFENING.`TO ACCEPT NEW I 0 3'-0' X 6'-8' DOOR AND HM.KNOCK DOWN =R.AME. e LADIES a to -1 1 O REMOVE EXISTINISPARTITION, DOOR ; FRA!,!E, VANIT`,,' AND ACCSSORI=S. i i r� O CUT 5ACK EXIST fNr.-. PAR'ITION FOR REVISED LOGATI(:N. 5 EXTENDEXISTING% PARTTION. BIC 1— ---- '�- -_-__ CONSTRUCT NEW PARTITION : 3 5/B MTL_ 5TUD5 OR 2 S ■ r- _l. Xc 4 :WOOD :..D.. i(c ../.. PiATG�-! EXISTING CONSTR„"1-TION ). WITH= 5/B' TYPE X 'MOISTUR. R=SISTATNT 3 •e3 � G-YPS;:M 5OARD. NEW 3'-O' X 6'-B' X 1 5/4' SG DOOfR IN 6� ' i ,ti WITH PUSH + PULL HARDWARE AND CLOSURE. 1: ` ' ' - VANITY INC' U ING ' AVS AND ACCESSORIES. f 3 b� C� lA �,• f I �� o NEW � D L t I � t Z ' lel NEW 'DOUBLE' WlDE STALL WIT:= OUTSWING DOOR. �,- (' o ADD 1�W H/C ACCESSIBLE W.G. t LAVATORY C OR vA�l�' ) 1\_UJ LAI OUT t ALL ACCESSORIES (INCLUDING GRAB BARS � - 5=E DETAIL SLEET (NO. 6 4 -1 ) 10 RE-S=T (l) URNAL TO SIT WITH RIM T1' (MAX.) Ar30Vc fFINlSH =LOOR ELEVATION � f `u` �v.. G-E1�lERAL 0 0 �,3'-3 i/B�t- - • =INI5JE5 ARE AS AELEC I ED 5Y OUN=R TO MATCH E)kIS-.jW__. ALL WORiG SHALL BE IN COMPLIANCE WITH CURRENT H�UILDING COD= AND ADA REQUIREMENTS. 2'-(0' .3'-11' PATCH.AND REPAIR ALL D15TURE AREAS. 4' I 2`_6''r�-- b'-11' —1 RELOCATE ELECTRICAL LIGHTS, SWITCHES { OUTLETS TO SUIT N LADIES MENS -'?�2 f' NEW LAYOUT. ' 6n N i O O 3 fR '10DEL EXISTING ING L.a55 r 1�ST1�001"IS EXISTING- LAYOUT TO /� ACCSSfI�LI=. SCALE : 3/16' = V-0- RENOVATIONS / REMODELING AT THE OHION & HALL �iCHITGCTS� P.A. SEA TURTLE INN „"'°"`�"m= one=ovaL ATLANTIC 5EACH, FLORIDA 32233 00L J NOTES: . LOWER %c -S T RATA,T A, 1 �L AGS PAV=ES TGl MAX. 1:12 == ►' 1 T 14 5_O. _ „J . AX. 1/4' STEP A . ROAD SID= WAL IG. 2. SIDES Or RAMI= OP ► ION. 1 CUT OJT :XISTING 61DEUVIALK AND . ORM NEW =_Arm=✓ jiDES 1-0 1''AX 1:12 SLOFE ' SIDES OF GU25 ;eA---, S S MOT ��%T=D MAX. sr= v4• �,- +�aN�raAi� S�ou_D � ��_,A2�D AT Or'"'-TION 2 ,'-IA?�;DrZAILS ArZ- NOT tiQ: IRED ON CURB RAMiF%, .4c'►L�l/�'r�, AS A GAU�Dr�A1L OR 112` AT 4� iK!. MAX is;2 SLOPE. IT GCULD BE USED AS AN ALTERNATIVE 70 THE "k!AR=D SID=S. N=W' LA%11'OU I OPTION 3 T�4= AREA EAC-1H SIDE C�4ANS-ED TO 'PLANTINCz' (OR SIMILAR AND THUS NOT A WA-I <INrz 5UR ACE. c EXISTING-- coLuTrt 3 FAINT KA' F TO ADA REQUiREPiENTS. 1 . f =r z EXISTING L A'I'OUT �1" 0D E L. EN7MANC" 51 D - LUJAL< rZAM� SCA!E 1/4' = 1'-0" NOVATIONS / REMODELING AT THE !MIME i HALL AlRCHIT0=K. P.A. SEA TURTLE INN „9 NAME moo= oWmK rw.c nxmm zj ATLANTIC 5EACH, FLORIDA 32233 7 0OH I - 0 3Fr WBK�i!'RI►K r j .w/MIS �Du�OtiE. �FZA%J!!:, � I I I ��i-Mrt�- � i2-�asrrJ l��af� SJ�►Z � A� � � ICE o � � I — —- Jr � VlaWAy1rlW G VIF,W A Vttim G . - - s�owE2 SAY W/MIN• foo" H05E � _ O 21 r-�7 C11jr e-- �--- - t<1 VIEW i5p v vVIylW I r - -- --- -- - _ - - - :-TA I L!�;7 ALL FbCTURES.FrTTMGS t ACGE:SSORIES • SHALL BE M COMPLIANCE WM4 C FMW BUILONGS CODES AND ADA SEGUORET'ENTS. RENOVATIONS / REMODELING AT THE BHION i HALL ARCHITGCTB. P.A. SEA *TURTLE INN ,m.s„A� ATLANTIC SEA01-1, FLORIDA 32233 c3'1004 �• RAe3—�A� EE!]] I 44- 17 MIN. - z Q , �- �'�t�-SUPPLY=�'11�tE� N II � _1 to AL.L- FIXTURES.FTTTMGS 4 ACCE550R1E5 . DE IN C.OMPLIAMM WITH CURRENT -— SWL-D 1W CZMS AND ADA REMIREf ENT& . - - --- - - ---- - YAT i ONS ! REMODELING AT THE oMIO� i HALL ARCHITIM�p. P.A. SEA TURTLE INN ,,.,s.,�.E !ATL:NTIr, SEAGN, FLORIDA 32233 - • AND SPACES, 51G-NS S-ALL 8� INSTALLD ON T— WALLCI•-IArRAG it c i"rROr�OT I ON ADJA5CENT TO THE LATCH SIDE OF THE DOOp, WHIE RIE LETTERSAND NUMBERS ON SIGNSHALL HAVE A WIDT4H TO HEIGHT THERE IS NO WALL SPACE TO THE LATCH 510= OF THE DOOR, RAT 10 BETWEEN 3:5 AND I:IAND A STROKE-WIDTH-TO-HEIG-HT INCLUDING- AT DOUBLE LEAs- D00R5, SIGNS SHALL BE PL�,C D RATIO BETWEEN 1:5 AND 1:10 ON THE NEAREST ADJASCENT WALL. MOUNTING- HEIZ-o4T S�-I,qLL ro0" (1525 MM) ABOVE THE FINISHED FLOOR TO THZ- CE.NT=RLINE CHARACTER HE iGl-IT OF THE SfGN. MOUNTING LOCATION FOR SUCH SIG-N, _ SHAi.! SIGNAGE SHALL BE SO THAT A PARSON MAY APP�O,�CH CHARACTERS AND NUMBERS ON SIGNS SHALL BE SI1.-ZED WITHIN 3' ('16 MM) OF SI.G-NAG-E WITHOUT ENCOUNTERING PP-.OTR- ACCORDING- TO VIEWING- DISTANCE FROM WHICH THEY ARE TO UDING- OBJECTS OR STANDING- WITHIN THE SWING -`Oj�: A DOOR. BE READ, TH=_ MINIMUI"I HE IG-'T is MEASURED USING- AN UPPER CASE X. LOWER CASE CHARACTERS ARE PERMIT��• 5`1�BOL S OF ,SCC:�rJ(✓I L 111' FACILITIES AND ELEMENTS REQUIRED TO �:E IDENI)I;IED AS HEIG-HT A5OV= FINISH- FLOOR MINIMUM CHAt A1?1- R H=IG-FIT ACCESSIBLE SHALL L'SE TH= INTERNATIONAL SYM�30L OF SUSr-'- E.ND=D Orz PROJECTED 3 ('15 MM) m,14111-IUM- ACCESSIBILITY. THE SYMBOL SHALL BE DISPLA` ]tD AS SHOWN OVERHEAD IN. COMPLIANCE WITH REQUIRED HEADROOM �4 AD , ROOM RAISED AND 5RA I LED CHARACTERS AND WALK5, HALLS, CORRIDORS, PA55AG�WAY.S, A15LE-S OR, OTHER CIRCULATION SPACES SHALL +4AVE 803 (2030.MMS;) r MINIMUM PICTORAL eYMBOL SIGNS C PICTOGRAM CLEAR HEAD ROOM. IF: VRE71CAL CLEARANCE 0F' AN AREA L ��RS AND NUMERALS SHALL �E RAISED 1/32' UPPER ADJOINING- AN ACCESSIBLE ROUTE IS REDUCED TO LESS THAN CASE, SANS S..RIF OR SIMPLE SERIF TYPE AND SHALL BE 80" (NOMINAL. DIMENSION), A BARRIER TO WARM E LIND OR ACCOMPANIE=D WITH GRADE 2 BRAILLE. RAISED CH1ARACTER5 VISUALLY-IMPAIRED P`ER5ON5 SHALL BE PROVII:EiED_ -SHALL BE ATL.=AST 5/_8�(1(a_MM) HIGH, BUT NO HIG-HSR THAN 2' PICT SHALL BE ACCOMPANIED BY THE E—OUIVALENT VERBAL DESCRIPTION PLACED DIRECTLY BELOW THE PICTO- G-RA"I. THE Bc)RDER DIMENSION OF THE PICTOG-RAI''f SHALLlilt _ -BE (o' (152 MM) MINIMUM IN HE IG-14T. It FINISH ANL) CONTRAST IiAA THE CHARAC i QRS AND 3AC1GC-ROUND Ot- SIC-NS SHALL BEb"na wnw Sr =GC--S;—E! LXIIAT T E- OR OTHER NON GLARED FINISH. C:HAtRA=TER5 AND S 501-.5 EP14ALL CONTRAST WITH THERE BACKGROUND (a -EITHER LIGHT CHARACTERS ON A DARK BACKCGRQUND OR bo""'admdSyn ofd► . DAR< CHA cACTERS ONA LIGHT BACKGROUND. hoornational Symms -MOUNTING LOCATION AND H=EIGHT 5TANIDARD DETAILS {5IGNAGE WHERE PER11ANENT IDENTIF=ICATION 15 PROVIDED F=PR ROOM5 F�ENOVAT i ONS REMODELING AT THE ONCE a HALL ARCMTOC"TE, P.A. SEA TURTLE INN ,�.loom.�.� ao,ac,OOK rumm S ATLANTIC 5EAC:H, FLORIDA 322-53 Q-1004 ==DizO OT IN Tom= AREA, THERIE 5L40U! D BE SIGNAL-ACTIVATED YI5f;ZA70R6 MAY BE USED O N. *iA77R=_S Sal==-le NT "PAC= TO "t0� AROUND TH= B=D A?ND TO SSS. ?O t=ACILITAT= COMM;1NlGATl01�1, TWJ �L="i=NQS ARE R=ACH DRAPERY CONTRO'5. PROVIDING 3(o INC' =S CL=AM NEC=SSArRY. riRST, VISUAL NOTIFICATION DEVIC=S ARE EACH SID= OF TH= ^ED, AND HAVING- ICON T ROLS REQUIRED FOR ALERTING INDIVIDUALS TO INCO"'IINIG =HON= ON THE WINDOW 51D= I ARTHEST FROM THE TE L E V116ION WILL GALLS OR KNOCKS AT THE DOOM 5EGOND, �=c~r�gN:-:NT BE ADEQUATE. TELE=HON=S SHOULD rIAY= VOLUME GONTrz0 .5 , !t\D ALL CONTROL 5, SUC AS LIGHT SWITCH, FAN AND TH=RI"105TAT 3E NEAR ENOUGH TO AN ELECTRICAL OUTLET TO ,�A__OW ;:SAC.-.= TOGETHER 1111TH CL.O"HES ROD SHOULD 3E SET AT THE Or A TEXT T LEP;LONE. AS AN ALTEERNA T IVE TO T6;=S= APPROPRIA TE HEIS;4T PER ADA REQUIREMENTS - +-fEIGHT MEASUtR,-E_.S, PORTABLE VISUAL Al ARM AND CC,:—"m TION IS REPE_NDANT ON WH=THER APPROACH IS =ROi"fi THE FRONT DEVICES MAY BE OFFERED UPON R=QUEST. OR SIDE. OWNING THESE PORTABLE ITEMS I5_.A GOOD IDEA ;� HOTEL S THE DE51<, TABLE OR DRE55ER SHALL HAVE ADfQUAT= SINCE THEY ALLOW PATRONS WHO ARE D=EAF TO OCCUPY CLEARANCE. OPEN SPACE SHOULD BE A MINI "Ui"� �- ROOMS OTHER THAN R , !EAVING 2 i INCHES WICs;-I AND 3@ 1NCH=5 WIDE. ALL D A!,! !� r'-ULL THESE OPEN FOUR PATRON'S' WITH M051LIT`�' D15A51►'LiTIES. HANDLES TO ADA REQUIREMENTS. HOTELS MIGHT ALSO CONSID=R PURCHASINS T.V. r,:!>=CODERS FOR_r-'-. EOPLE WITH AUDITOr'ZY DI5A31LITIES, THE *I!AJOR AND TDD TO BE AVAILABLE FOR LOAN TO PATRG)NS WIT+4 CONCERNS ARE ALARM 5YSTEI"IS AND COMMUNICATION HEARING LOSSES. SYSYEI'15. AUXILLIArRY VISUAL ALARMS CS T ROBE36) MUST BE PROVIDED IN SLEEPING ROOMS, OR ALTERNATELY, 5TANDARD DE7AIL5 ADD 171ONAL REQJI,;,RE1"IENTS. RENOVATIONS / REMODELING AT THE ON�.� HAL.L A ICHITGCTg, P.A. SEA TURTLE INN �mm n=om 9 ATLANTIC BEACH, FLORIDA 32233 a 00.4 FIRE ft"I • 5,-1a, O REMOVE EXISTING ALL""IINItx" DOOR AND SCS=N. 2O SAW GUT t MOVE SECTION OF EX15-1 W-- 5LA5 � ITAIN 36' 0- SLA5 AS LEVEL PLA--ORM AT N----W DOOR LOCATION. NEW CONCR=TE RAMP , NOM. 4' 7r41CK, FROM SLA TO POOL D=CK W;TH MAX 7j7 til ExtSTNG WNrJOW 1/4' ST BF AT EACH JOINT. PROVIDE 1/2' EXP. JOINT AT EXIST. CON--. : SLOPE E 5 TNG .DO-13REXTEMOR WAIL 6�IOl:LD NOT EXCEED 1 IN 10. O l STEW ADD N=W ALUMINIUM STOP=— FRONT DOOR t LITE rRO—. � ExcsT1?�.► Or—FICE DOOR IN "ALL ( ADJUST AS REQUIRED TO, ACCO"410=)ATE _XIS T INC CORRIOOR RIt�Ir`E R HAD). PROVIDE /-- AGC=SS!3LE *^ 'RD11:Arc= TO ADA RE.^.c:1RE:ANTS i itl° IN--LUDING THRESHOLD. i f f SLOrs N PDX l _ a�ac to - � r' �xfSTfrac � f GENERAL . FINISHES ARE AS AELEC-I ED 5" OWNER, TO MATC+. EXISTING. �-XcSTI'�;r. iA"OJT ALL 11,05 K SHALL 5E IN C—O"PLIANGE WITH CURRENj'� SUILDING — oW.LO,-ATED RM MALL a EWt 80K AND ADA REQUIREMENT5. • PATCH AN=; REPAIR ALL DISTURED AREAS. EposTw.Dom To O wim • R`LOCA T E E.LEC T RICAL LIG;ITS, SWITC4•E:5 t OU LATS TO SHIT -r NEW LA"OUT. 4 1 _ • RELOCATE EXIT SIGN t FIRE PULL IN HALL. EXISTNG .Dom �+' � MAI t REFINISP SECTION OF 44ALL (NOW AN EXTERIOR SAGE) CEILING fr 4'MAX 6140JLD BE STUCCO OR PAINTED CDX.PLYWOOD ADD AN s E . SO^rIT LIGHT TO AVOID DARK SPOT. " i VEuc WA'MAX f EXISTMG SWR• ms EXISTdJG-DR.4N r+ooi N IU 1f AT-If AT BOOL S.f D- EN T FRANC—= SCALE : 3/16' I''-a' _w LA"0U RENpy/ATIONS / REMODELING AT THE eHia� � 1"1ALL �cHNTNCTS. P.A. SEA TURTLE INN am Nun`"mom ONWK PAW. RB� 10 ATLANTIC 5EACH, FLORIDA 32233 4Y1004 y. �•` �'� � � , ''• b•-�•—tet - - �„ � EXi;�TING- LA"OUT 3 NOTES LADIES MEN I 1� REMOVE EXISTING CMU PART ITION, DOOR t FRAME. J•—:w. o R � `72U. SAW CUT t REMOVE S=C-TION OF EXISTING CONC. SLA3. - 4 .l ' 00 O REMOVE EXiS'ING- FIXTURES AND FITTINr-.S COMPLETE. CAP 0= oo SUPPLY t WAS WHERE NO-' RE-USED. in oo 40 CONSTRICT NEW PART!, ( PLYWOOD 5�?=A;HING ON 3 1/2' P-. STUDS Ib' C/C) IVi� 4'-4' W D= 1 083 ' - (MIN. 12' TO LATC- 4 S:DE - I 1 l OF DOOR ). PART ITION RETURN S'-/ 1.:ITH NEL'- (2) 2`-b ' X &'-S' r VSC. WOOD DOORS IN HM.FRAIME 5 NEW CONIC.RA"tP;NO'''. 4' THICK, FRO"' SLAB TO D_CK WITH "IAX 1/4' Q STEP Al' EACH JOINT. =ROY(D=_ 1/2' EXP. JOINT AT EXIST IN!3 CONIC. SLO=E EcsT.DRAIN n SLIOULD NOT EXCEED 1 IN to. ct=AN- - E,-=-W 3i-0' XV-S' DOOR IN H". FRA'rS. NEW i4ARDWARE (H/C ACS SS13LE) INCLUDIN . CLOSER t T+-1R=5HOLD. OADD N=W H/C ACC=_SS15LE W.C. t LAVATORY ( OR VANITY ) / t ALL ACCESSORIES (INCLUDIWS G-RA5 HARS ) SEE DETAIL-5*4_ET (NO. b t -I) - - T_.,. -- _ GENERAL - aisT.r-L=q �; *�►. ' EXIST.FLOOR FINIS;-!ES ARE AS AELECTED SY OWNER, TO MATO-I EXISTING-. �— DRAM LADIES 1 /fesN DRAIN ALL WORK SMALL 135'IN COMPLIANCE WITH CURRENT MJ'.LDiW-- =:- •- CODS AND ADA iC;Ji22=MENTS. PATCi I AND RE-PAIR ALL D15TURED AREAS. W MAX i- MAX, ` ` 11 4 �". RELOCATE ELECTRICAL LIG-ITS, SWITCHES t OUTLETS TO SUIT r g 1 1 11 g NEW LAYOUT. 11 1 STORE i 1 RE=FINISH LO=55Y (NOW AN EXTERNAL SPACE) CEILIN SHOULD 3E 5 T UGGO OR PAIN i ED COX. PLYWOOD - ADD AN EXTERNAL vs•MAX v4•MAX 5OFFiT LIGHT TO AVOID DARK SPOT. `'g• r WALL5 TO 3=_ STUCCO FINISH ON EXPANDED rE-TAL LATH 1 EXISTS,STEP 5E STUCCO OR COLOR t TEXTURE TO 1"iATCH EXISTING. : EXW,.DRAIN 1 a EXIST.CLEAN-CUT NEW LAYOUT REMODEL EXISTING FOOLSIDE TOILETS - TO H/C ACCE"SSIBLE V _ 00, _, - {/ - 5... • 3/10' : 11-r�' RENOVATIONS / REMODELING ING AT THE OHIDE HALL ARCH1 CTS. P.A. SEA TURTLE INN me umm ►now �«�numm 1 i ATLANTIC 5EACI-I, FLORIDA 32233 9i004 d , SECTION 15000 C. THE DRAWINGS ARE DIAGRAMMATIC AND DO NOT SHOW OR 1.09. QUALITY OF MATERIALS AND EQUIPMENT: INDICATE ALL FITTINGS OFFSETS PROM IONS I'�, °►IND ACCESSORIES THAT MAY L J w MECHANICAL GENERAL BE REQUIRED. THE CONTRACTOR SHALL CAREFULLY INVESTIGATE A. MATERIALS SPECIFICALLY MENTIONED IN THLESE PLANS I I I d H THE STRUCTURAL AND FINISH CONDITIONS AFFECTING ALL HIS AND SPECIFICATIONS SHALL BE CONSIDERED A 'STANDARD OF PART 1.-GENERAL II H 1.01. DRAWINGS AND 'ECIFI ATiON WORK AS WELL AS THE OPERATIONAL REQUIREMENTS OF EACH QUALITY AND SHALL NOT BE CONSIDERED RESTjICIIVE. IT IS _ _ _ _ _ _ _ NOT THE INTENT OF THESE SPECIFICATIONS JR(O LIMIT — - — — Iis • \ - ;i�, \ - ,. i�• . ., W H I I TOP OF DECK - - • II II > , H II II " 40" 5TRUCTURAL CEILING Z I L = J 26 18" IVCT I BOTTOM OF BEAMS f" UNISTRUT ON 8'-0" I W _ CENTERS FOR DUCT W/ o THRU WALL " II " DIMENSION OF D FIFIFIF ` MIAX 24 . L J A/C UNIT 19 1/4- 140 14"0 I 42"MAX INHERE MAX. DIMENSION N N BOTTOM OF T-BAR EXCEEDS 24" HANGERS Ln - - - ' INSULATED S9HALL BE SPACED ON O ANGLE BOOT e-0" CENTERS. HL HL R00 F D I SLELF TAPPING SCREWS AL C I �.- - J M-2 SCALE: 1/2" = 1'-0" B R ECTANGULAR DUCT SUPPORT DETAIL G I a ILII — I - NOT TO SCALE I q CURB INSIDE TYP. JOINT EXISTING HOOD 700 4iCURB t 91-2a" U B OUTSIDE I I h O " O I I I i j � - -- = L== J - - J II I� I II II I� INSULATE L I I( SNAP-L( I I I q RTU . :COOLERI I �L DUCT I �I q - - - - SIMILAR A A WOOD NAILER m JOINT 700-4 CUT CONCRETE FOR " Y — 1, 1 2 � I I I V � _ DUCT OP 1N I I EN G � ` IL �I (L - J� � � E ISTING CURB � F - H QD_ - _ -- _ TEE BEAM INSULATION - TNSUCATE[� I I I I I I I I i " I I I I I t , " BELOW " SNAP-LOCK UCT 1 I I L II I I I I 6 -8 4 :• .: . i I I I I L - J' - _ L-_-� ---L =� ' _ EXISTING SLAB I -- - — — • • •• L-4x3x1 4 LLV / { JOINT I k 1 -10 " " " " 1/4 x2 TAPCON 0 12 O.C. INTO A A EXISTING CONCRETE. #12 857-4 " - 2 O.C. — — SELF-TAPPING G S� REWS ® 1 } I {f FROM CURB TOL -4x3x 1 4. I , t ; 1 t _ L-4x3x 1 4 LLV TYP. ; I i E XI TING CT } } [ TYP. Zl �Y N E Ir - C RAMING PLANA-ASECTION JOINT I " INSULATED �-2SCALE: 1/2" = 1 -0 M-2 SCALE: 1" 1'-0" S NAP- LOCK c.o.Aa� DUCT C 857_,4 I GENERAL- STRUCTURA NOTES:� r1..p,....�la _._._,_ WIND LOAD NOTES. i i a� I I of I I o� L==J X I NSG 'H L = T L= J = 1. Codes, Florida Building Code 2007 wl 2009 Supplements,Am+erWen Institute Codes- Florida Building Code 2 CE-?-05 — — g 007 w/2009 Supplements and A1S I - - - ° ° — -- - Steel Construction and American Welding Society. IN -- of SULAT D sic Wind Speed: 120 mph (Wind Bome Debris Zone) JOINT ° NAP- _ 2_ Live Loads: DUCT "; RTU-4: York Model DM 180 (15 ton) 2120 lbs snd Importance Factor: I = 1.0 Building Category: 11 D I i L - i I ---- - — ! Hood: Existing Kitchen Hood 10'Wx2TL 2200 lbs �"�' `'� D DbI Tee Beam: Allowable Superimposed Load 48 psf(Itxirting) nd Exposure: C Z B 24x24 - 1 O 1500 / SII I r " nclosure- Enclosed Building O TYP. OF 43` Materials' z I ( � * O 4 0 Anchor Bolts ASTM A307 ar A36 O ° &A81-15. -4 Wads AWS E70 or E ;p tennal Pressure Coefficient CCpi = +.98 or -.18 w Q tl Z — - - - - - _ ° _ -- - ---- Angle ASTM A36 (� > - - r I I I I I t J I I I " and Pnasaure to Components!Claddings ZO = SEE FRAMING 4- Structural steel shall conform to the RISC Specification for des*, Z w US JOINT RTU-K1 I _ - PLAN C fabrication and erection of structural steel for building" latest; on. _ ' � CD ON ROOF) i I I I I I I FFJrd Zone-12 < w O SEE FRAMING PLAN, I I �- I _ Welded connections shall conform too the latest revised code of,the American m O RQOF 2 Ll.� z _ L - �' �' ) Welding society, AWS D1.1 usin E070XX electrodes. w- _._ + (ON _ ----' 9 Zone Effiective wind a Wind i s Li OPPOSITE HAND - -- - - -_ �-- — _ Structural steel shapes, plates, etc shall conforrn to the follo�nn � oads(a f} V = U requirements: U ~ J reg Z Q F-- : I I a , � ♦ `i �/ ±.♦ `/ Positive Surt,tion Q Wide I fl and WT shapes: A-572 F 50ksr or AS IPM( �g Y � �A A-992 Interior Y nterior Z + : _ Zone 10 U I 31.3 34.0 24 C I I I 14 I x24 (Fy=50ksr). Tube shapes.ASTM A500 Grade b (Fy=46ksr). Alh others: W f-- - j I I � � B 20 +29.9 -32.5 Q Z C L - J - _- ; - / 1500 ASTM A36 unless otherwise noted. t - � _ -- -- -� -- . .—- - {TYP. OF 4) Shop taint all structural steel with one coat of Rustoleurn with 2 rrnil dry z 50 +281 -3Q 7 14 '100 +26.6 -29.3 U I A I I I I I thickness. 500 + JOINT 87-4 I . 23.4 -26.0 W ' End Zone 10 +31.3 -42.0 I I 11 ,� M-f 2 I 5. Any discrepancies between drawings and actual conditions shall,be reported 0 0 20 +29.9 -39.2 J D 57_ ° ° I to engineer immediately by contractor. r- I ° ° -- - - -- _ - t- - - +28.1 -35.5 F` - - —° L - _ _ :( 400 +26.6 -32.5 I I i I I ° ° I I I 500 +23.4 25.8 I I I I I X14"0_ , > i I I _ -857=4— L _ JI --- --1---1 — - -- - -- TYP OF 4) _ t NOTES:JOINT Ij a s B I I RECONNECT (8) NEW MAKE-UP AIR PROJECT No. g DIFFUSERS TO EXISTING MAKE-UP AIR DUCT. 2009-039 ° O o o a o o DATE: MECHANICAL CONTRACTOR SHALL INSTALL AREA OF WORK AUGUST 2009 10 I- - - - - - - - - - - RETURN AIR PLENUM. PLENUM CONNECTED TO 3 I RETURN DIFFUSERS AND TO RETURN DROP SCALE: e ON RTU. AS NOTED DRAWN BY: DISCONNECT SWITCH PROVIDED AND INSTALLED NCC BY ELECTRICAL CONTRACTOR. CHECKED BY: � � I I I DAB/EJE � I I N i rn SHEET r _ rn LEE J.ENGINEERING INC. 0A o JAE Y.LEE P.E. 10MI Cys M U�Me, A 1101 1 MECHANICAL FLOOR PLAN - NEW a KEY PLAN JPh 90"19-19334 M 2 CeH 904234-351 S SCALE: 1/4" = 1'-0" ] I O� z NOT TO SCALE i�\tvv i Q H LOAD CALCULATIONS: H z [EXISTING CALCULATED COOLING LOAD 148 KVA O 277 480 VOLTS, 30, _ 4 WIRE - S/N - AIC ADDITIONAL COOLING LOAD 76 KVA ANEW HGRO SECT. 2 400 MP - __A �. ❑MAIN BREAKER OR ❑X M.L.O. ®��_ VOLTS TOTAL NEW COOLING LOAD 224 KVA o ROM 400A CB MDP ❑ FLUSH OR. ❑SURFACE MOUNTEDX❑TOP OR ❑BOTTOM FED EEDER/WIRE & SERVES SERVE'S FEEDER/WIRE PHASE 270 AMPS '224 KVA ® 480V, 3 _ En CONDUIT SIZE KVA TRIP CIKT CKT TRIP KVA CONDUIT SIZE z ABC cn AHU/CU-1 70 1 2 20 FCU 1-1 - - - 3 4 20 FCU 1-3 - - j - 5 6 20 FCU 1-5 - - CU 1 -2 20 7 8 20 FCU 1 -7 - - FC 1 -4 70 `9 10 20 SPARE - - FC 1 -10 40 111 12 20 FCU 1 -6 - - DUCT DETCTOR WITH - SPARE 30 113 14 50 RTU-K1 38 3#8, #10G, 3/4"C SAMPLING 'TUBE WIRE T EXISTING IRE ALARM P NEL - 115 16 I I FOR RTU HUT-DOWN. 117 18 --------- ----, e - I I 60A, 3P WP SPARE 20 119 20 50 RTU-K2 38 3#8, 10G, 3/4"C NOTE i _ _ _ _ _ I ' 1 22 �__ __., DISCONNECT - - 2'3 24 I , 1 I SWITCH y' PIU-1 205 26 20 PIU-2 - - 60A, 3P WP I _ 1 I FRTU K 1 i I m NON-FUSED 1 HGRO SECT. I RTU-K2 1 F _ - 7 28 _ _ I (QJN ROOF) i 9 30 _ _ I DISCONNECT � 12 CIRCUIT 20� (ON ROOF E 0. S ICH PIU-3 20 41 32 20 PIU-4 A3 34 HGRO SECT. 2 CIRCUIT 14 DUCT DETECTOR W . F a `Y - - A5 36 - - EXISTING PANEL I � SAMPLING TUBE WISE TO PIU-5 207 38 20 PIU-6 - - HGRO SECTION 1 EXISTING FIRE ALAS PANEL - -- �- -------- - --, I fOR RTU SHUT-DOWN. 9 40 - - EXISTING PANEL I HGRO SECTION 2 rEM 7j- - �-1 42 - - _ /ou.� �-�- TPOTAL LOAD: -- KVA - —- -- - - - - - - - - - - - mmmdpm 4 ' v NOT 1. REPLACE 20A, 3P SPARE BREAKER WITH NEW 50A, 3P BREAKER. ENI E IL IPEM�70.,Msft.fv FL. G. P.E. 4�7 f:-' Q6)Ai,, - PARTIA ELECTRICAL FL00 R P LAN - NEW E-1 SCALE: 1/8" ELECTRI Pa-%A SPECIFICATIONS WORK: TIHE SP CIFIC IONS COVER ALL THE ELECTRICAL WORK FOR THE PROJECT. WORK SHALL PLANNING FOR SEQUENCE OF WORK: ELECTRICAL WORK AS SHOWN AND SPECIFIIED SHALL BE SCHEDULED TO INCLUDE LABOR, MAT RIAL AND ACCESSORIES REQUIRED TO ACCOMPLISH THIS WORK AS SPECIFIED CORRESPOND WITH THE SEQUENCE OF WORK NECESSARY TO DEMOLISH, REMOVIE AND CONSTRUCT NEW WORK. AND SHOWN 0 THE DRAWINGS. COORDINATE WITH ALL OTHER TIRADES. D CODES, PERM[ AN INSPECTIONS: INSTALLATION SHALL COMPLY WITH ALL LAWS APPLYING TO OPENINGS IN EXISTING WORK: CUTTING AND PATCHING OF EXISTING WORK SHALLL BE' IONS OF THE NATIONAL ELECTRICAL CODE ~ :z D ELECTRICAL IN TALLA ON IN EFFECT WITH THE REGULATIONS PROVIDED. VERIFY EXACT LOCATIONS AND MATERIALS BEFORE PERFORMING WORK- CL z NATIONAL ELEC RICAL SAFETY CODE, FLORIDA BUILDING CODE, OTHER 0 CJ APPLICABLE P BLICA NS OF THE NATIONAL FIRE PROTECTION ASSOCIATION, AND ALL FOCAL GOVERNINIG VERIFICATION OF EXISTING WORK: WHERE SHOWN ON PLANS, WORK WHICH IS E%ISTING � zz 0 Q CODES AND ORDINANCES. IS ASSUMED TO BE IN PLACE AND SUITABLE FOR THE NECESSARY ALTERATIONS AND ADDITIONS W © U REQUIRED. CONTRACTOR SHALL CAREFULLY FIELD CHECK THESE ITEMS AND INCE-1UDE ALTERATIONS AS > U CONTRACTOR SHALL OORDINATE HIS WORK WITH ALL OTHER TRADES AND WITH THE OWNER. MAY BE NECESSARY FOR PROPER INSTALLATION AND GUARANTEE. 0 Li.J BE Z w v o— R REMOVAL AN OWNERSHIP OF EXISTING WORK: EXISTING ELECTRICAL WORK SHAL4L cr) AL PERMITS AND PROVIDE A CE R FlCATE OF E D S S R AIN AND PAY FOR L E , CONT CTO SHALL OBT N PERMITS. OCCUPANCY FCR THE FINAL INSPECTION. PROVIDE A COPY OF ALL CERTIFICATES TO THE OWNER. REMOVED WHERE NECESSARY. Q LJJ z °° o U EQUIPMENT PROTECTION: ELECTRICAL EQUIPMENT SHALL BE PROTECTED FROM DITHER, AT w z� � Q RECORD DRAWINGS: I ROVIDE ONE COMPLETE SET OF CONTRACT DRAWINGS IN CLEAN, ALL TIMES DURING SHIPMENT, STORAGE AND CONSTRUCTION 0 UNDAMAGED C NDITI INDICATING ALL SIGNIFICANT CHANGES FROM THE WORK AS SHOWN AND Y J c WHICH PREVIOUSLY I EITHER NOT SHOWN OR FIELD MODIFIED. DEMOLITION: WHERE 'DEMOLITION OF EXISTING FACILITY REVEALS ELECTRICAL WORIK WHICH WILL W c INTERFERE WITH NEW WORK, THE CONTRACTOR SHALL RELOCATE THE ELECTRICALL WORK AND RESTORE Z L,J PERFORMANCE: GENERAL: ALL NECESSARY ADDITIONS AND ALTERATIONS TO EXISTINGRK SERVICE TO ALL AFFECTED ELECTRICAL EQUIPMENT. Q � SHALL BE INC UDED S REQUIRED TO PROVIDE AND MAINTAIN A COMPLETE AND PROOO R ELECTRICAL INSTALLATION. SITE INSPECTION IS REQUIRED. THE WOJRK SHALL IN LUDE, BUT NOT LIMITED TO: 1) PROVIDE ELECTRICAL SERVICE FCR LIGHT AND POWER AS SHOWN CE DRAWINGS, 2) AS BUILT DRAWINGS ARE REQUIRED. PRODUCTS QUALITY ASSURANCE: ALL EQUIPMENT SHALL BE NEIN AND SHALL COMPLY WITH STAN DS OF ` HERE STANDARDS HAVE BEEN ESTABLISHED FO PARTICULAR UNDER41lPITER LAB ATORIES, INC.,, B PRODUCT AND VARIO IS NEMA, ANSI, ASTM, IEEE, AEIC, IPCEA OR OTHER PUBLICATION PROJECT No. REFERENCED. B 2009-039 CONDUIT: ALL WIRING SHALL BE IN CONDUIT. EMT AND MC CABLE SHALL BE USED INTHE BUILDING INTERIOR. DATE: i AREA OF WORK AUGUST 2009 RECEPTACLES NND L HT SWITCHES: SHALL MATCH EXISTING. s SCALE: ' AS NOTED WIRE: 'ARE S LL B COPPER THHN/THWN, 600V COLOR CODED. FOLLOW EXISTING COLOR CODING. DRAWN BY: } EXECUTION GENERAL NCC CHECKED BY: s z WORKING CL ANCE : WORKING CLEARANCES AROUND EQUIPMENT REQUIRING ELECTRICAL DAB/EJE s SERVICE- SHALL. COM LY WITH CODE REQUIREMENTS. SHOULD THERE BE APPARENT VIOLATIONS OF CLEARANICES, 0TIFY' THE ARCHITECT-ENGINEER BEFORE PROCEEDING WITH CONNECTION OR PLACEMENT OF EQUII IMENT. SHEET i A COORDINATION: INSTA LATION STUDIES SHALL BE MADE TO COORDINATE THE ELECTRICAL WORKEm WITH WORK OF 0TH TRADES. DAMAGE FROM INTERFERENCE CAUSED BY INADEQUATE _ KEY P LAN a COORDINATION BY TF CONTRACTOR SHALL BE RECTIFIED AT NO ADDITIONAL COST TO THE OWNER. NOT TO SCALE I A6 _-Ow"Fr 4. ny 4.,JLa*-; Nk je.14 IF-4 ZZ �7 - Wj. i-;Jz. .;4 o 4 U- :81 71&O PLO V .7.Ty ps 4.11r, t op- Ab ^**4'. PC AWN OOF ro OF XIO ed Ox 10000, F44. Vool, IV 0 %it '0011,t _%7-OWN- IX3 t LAW,? 10 -411 OZ KUM moor— Fee Ii'it wo 16 it- —–—-—--------------------- -tit lot I.V -0, ;-E p CE P- low... ......je c B�ac_At 7 v ll.1 '00 Cb IIr o t 16%r IAt ccmm� OA-7,46:t 20-777777�� w W, Ar 7 1p r A go A.4 4106 - ,-M --'1-i-mom- wo I 3+I� 3 s j SEA TURTIJE INN. Atlantic Bea' ch FL BALLROOM REMODEL JULY 2002 t, PROVED ATIANTIC BEACH Dlht(G OFFICE RECEIVtV WN 1 )P�i� City of Atlantic Dec.!i { ... " � a r . n �- , v . NOTE: of 813" p �-7-'f3'�--I— 7O,31�„ O O O p O O O 2 '6° - II-�II � O L Ll 14 O I pt - I t ce Tj ° I O O O O p p OO cwv 4 4- 1--� -4 1 4- I rij,— 1 i O 1 � a' t ear s'r ,� �. i4 >•.. 7 W-1 .,'�env`" ..,. -. ._�.. ., -:. a.,...., ...}..,. s c. 46 4 F 1 WDM 41•��T•O- M"••COLM•4•C d,w OR/•N „6,E6 s 6 L „E,L L .193Z Z I i ;N „d„uoiloag „e„uoiOag „0„uoipag ,9 •a•AKCPM -a—oft a•�K(P•T ,.a..a.ar..ow ,waw.aase :•:�:.:'Lla"•.,,.e,,.,,`�9e•�aw tr»•.nro•...(�wa•rol�wro ttww�A. ( a•s•a)twoe . ..-Pm •pa�Cp�C�l)y� ( ws•�n +xawotlaaweewp,.w,t1 ( �•B•a••t�»xa••ot)eywee•••o n I�w�owy•dm---xa-ot)&..P^ "'jA«n L MUIM7M••s Z a. .••C L a ••C (�T77 7 77k I +dttl•waaA I f„oa�..+•eze)+�e�nwM `((''��(� IE AU (am•••-de)ao,aat ^ t0 a•wwm..,.,w wa•t•�M•q rv.3tow .� V V V Oj W 4J 8-3- 7 W- JIL 7T O O O O O O O O O O I O O O O O O 1'6' 7'3" 19' O p ( p O O O 6' 6� 6' 6' 6' O O O O I O O i O p I O O I O O p O O O I O O O O ? O O O O O O O O I O O O O O 93'9„ - `' Roof Decking support beam 3 M' I recessed Nht(see eleefta#w N acoustical ceiling 0 0 o, o o i o � s1» 1/�" sheetrock ( smoot finish, eggshell off white ) o , \--crown moulding O NOTE ( 1 ) ( see NOTE 2 0 All finishes to specified and approved o by Del Mar Designs/Sea Turtle Inn, General Manager O NOTE ( 2 ) 0 Existing wall, replace all 6" Maple chair rail 33" Center Line damaged and molded sheetrock q o s required. All new installation tb have vapor barrier before installation. 4 O N (O 8"Maple Base Board OLN/ SEA TURTLE INN concrete fihor, see carpet plan for details Drawn By: D.Henson Date: 4/19/2002 Framin-9Flan finishingetals ) j '; I I C r 11V14V 4. az!wouo03 e!wcW!1e0 �JO/Vpn(] fiuiislx� S+i Zlwouoa3 elwop!eo az!wou003 e!uJo;!1e0 0 i See OM9 12 m I A a t m 812 v I 2' BURIED SYMBOL LEGEND Prww Exlsling Qw1olon w I BURRO CASE I } BUR JOINT-TRENCH I ENCLOSURE ZQ ENCLOSURE F-�-12 ---- 22'— --�-'- m 0 MANHOLE HANDHOLE 4• ; PIPE/CONDUIT ----�'l-- CABLE MARKER i 8TH S T BURIED svc WIRE DONT-TRENCH SVC �-4.__+_1 8' ————_——— N/A BORE N/A CUT PAVEMENT LN/A SPLICING Pli 0'Q±�•••• N/A TRENCH LENQDEPTH PARKI.SIG z BellSouth Q ® Telecommunicotions or PROPOSED TELEPHONE FACILITIES C ON RIGHT OF WAY OF to O - CITY OF A+)o-n f) ,e%c AT&T PROPOSES TO PLACE 768 FEET OF BURIED CLUB DR 24 FIBER CABLE ALONG Exchange: OCEAN BLVD AND CLUB BEACH �� -.-__ Designer: DR AND TO PLACE A 5'' X 5' CONCRETE PAD ADJACENT BiIIVV50-4 Phone: 904-350-4096 TO AN EXISTING TELEPHONE XBOX ON CLUB DR AuthoriZ°li° \OLK13F\clty68046.dgn 6/13/2007 7.40.22 AM 73E68046N • Dwg. 1 of 4 c°Dil 171 -z WATER ' 0 .0 5' 25' -4n METER - — v �o r o c') 1> I mm -PED- 4 CATV_ -R/W - -PED- _ I 1 4m — T o - - - BOC CABLE I I 39' 14. m1 7- I =14106 87 24. LIP' C/L CLUB OR EOP—B0C I 2' MH 151C I 45C (1974) I I 11 r I 1 - BURIED SYMBOL LEGEND I z 1 1 `J Prgpwd Existing Die 101on 1 1 N BURIED CABLE I 11 1 I BUR JOINT-TRENCH I II 11 I 11 ENCLOSURE 11a SIDEWALK 1 1 ZQ ENCLOSURE 826 1 O MANHOLE 11 _ n PIPE/CONDUIT I (v 1 I D CABLE MARKER 1 z I BURIED SVC WIRE r 1 N CONCRETE DRI VEM�Y 1 (� JOINT-TRENCH SVC 1 1 I i -------- BellSouth N/A BORE ® TeleCommunicotionS I - C N/A CUT PAVEMENT PROPOSED TELEPHONE FACILITIES I CD ON RIGHT OF WAY OF I 1 1 N/A SPLICING PIT I I 2 200'a... N/A TRENCH LENQDEPTH CLUB DR xchonge: I o JAX BEACH .D ATV signer: EO Bill Whitney one: 0 904-350-4096 =— ■ "thorizotion` 73E68046N See Dug I Dwq. 2 or 4 \OLK13F\City68046.dgn 6/13/2007 7:40:32 AM 1 8'30 / \ 3Q. 1 0' 5 CO UIT CO OUIT POLE* 521 a 0 33 N 4 A i 8' 24' i° BOC 21 ' 75, ....... ORI VEWAY CLUB 'DR -BOC GO BURIED SYMBOL LEGEND Prapaw Exls►lnq Dwalpion -' BURIED CABLE BUR "T-TRENCH ENCLOSURE to ZQ ENCLOSURE o n MANHOLE C1 ' PIPE/CONDUIT I USou lh ® Tiblecommunico lions CABLE MARKER PROPOSE% TELEPHONE FACILITIES BURIED SVC WIRE nN Ir.WT OF WAY OF JOINT-TRENCH SVC -------- N/A BORE CLUB DR Exchange: N/A CUT PAVEMENT JAX BEACH I Designer: L--- I N/A SPLICING PIT -Bill Whitney 200'Q N/A TRENCH LENoDEPTH Phone: 9J04-350-4096 AulhorizotioM: 73E68046N Dwg. _ 3 of 4 •••\O1�K13F\city68046.dgn 6/13/2007 7:40:42 AM WA I- L- \ N —R/W - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - -R/W. — =- CONDUIT BUR/ED SYMBOL LEGEND Prgootsed Exrlsllnp Dwalplion �•` I BURIED CABLE --- BUR JOINT-TRENCH CONDUIT I j ENCLOSURE —.—. .—- --- — PWR PED t� ENCLOSURE N J MANHOLE CONOUI T 4� PIPE/CONDUIT PEDv CONDUIT� O - COEL SI 1E AS — CABLE MARKER SAME GRADE AS XBOX BURIED SVC MIRE JOINT-TRENCH SVC '--''--- N/A BORE –BOC N/A CUT PAVEMENT N CLUB D O�� I N/A SPLICING PIT 20DQ""' N/A TRENCH LENGOEPTH -BOC BellSouth Telecommunicotions PROPOSED TELEPHONE FACILITIES ON RIGHT OF WAY OF Q CLUB DR Z iZhonge: �) JAX BEACH /T— Dfesigner �.L Bill Whitney WMone: 904-350-4096 %thorizotion: 73E68046N Drg. 4 of 4 \OLK13F\city68046.dgn 6/13/20077:40:53 AM GENERAL NOTES 1. THE LOCATIONS AND Sn or ExmnG MUMS AS SHOWN ON THE ROANS ARE 0 — _ _ — APPRORWTE DNLT.IIOPETEIL THELE TS NO CUAMNTEE TTMT ALL OOSIwC r rACUM3 IINI[SmN tDIIq d SNDMN.TIE CONTRACTOR TS rORE1RMIED TO ' ASCEN"N"AIO CUM"PREM TOMTIONNS PROwwORT ro MOUNTING ANO. ALSO rAYLLM2E NA6ElE MIM ALL To1.TA0E5 CARRED IN pEMEAO OR 1 ' UNOf11GNOUlO UTUIY SERTICLS.ND CIARI f011 rxTM COST SHALL BE MAOE AGARRF THE OMMETI oR ENWNEER AS A RESAT Or THE ArOMEMENOONED APPRON001XVR THE CONTRACTOR SMALL LOCATE EUCTLT ALL UIKRES THAT CROSS THE PROPOSED VTUES POMP TO CONSTWJCr*L f "T� 2. THE LONTAWYN SMLL NOIR►ALL UTUTT COMPAIES AT!EAST M HOLM Y EErONE SEGMn1G CONSIRUCRpL -- Z EXIST. BLDG. o CO1T1 WAU YOU 5-O S'"'IRME• SLANT'r CON o A TRI.ART or:-MT: AND A NNA7pAH U S-MTS TMUON ro SLANT Or COMSIRI UNW >. R 6 THE RESPOMSBUTT Or THE CONTRACTOR TO USE WHATEVER MEANS -- M TO SLOWRT ro CONTROL AID ORCHES,EROSION AND TTMNSPORf O SEOYOIf ro ESSARTE CON AND ro OTTCAE7 CLAM CO16TgUCTlp4 CJ TIE INTO EXISTSAFETY. THESE DRQ Do Nm R NEEE�COMPONENTS ratDDNSTTRxRpI LP RISER ' YAST°LLE`iE NMILS AM� (— UTILITIES. DIRECTIONAL BORE PROPOSED {. ALL LI T ED 1 ARE NOT swMa THE iTAT nC NOT wo RILLIIDE,eur ARE " PE GAS MAIN UNDER EXIST. NOT=1.01512M urAO°n' SEs R�MZM"""T,IL,'Ma`R�"'I'R"D"D 'TAR' C THSPONSBUTT ro taurz AND PRDTEf,THESE rAOU OURUC PAVEMENT ALLOW 36" OF COVER (TYP.) DDN:TWL;CnON.ANY DINNx DAIMO■*THE "D"SMALL WE NUMNED of THE CONTRACTOR AT NO ADpDpML COST ro mom d 0 0 W ■ 0 0 "` L/P -0' O 167. ATLANTIC BOULEVARD ATLANTIC BOULEVARD .E.CAS YW UNDER E7051MG. pwnrlr TYPICAL DRIVEWAY DETAIL L/p- •• O 0 INLET • •• BRICK SSW I WANES I O : 0 0 of I F--- "a -1 !of x x Terni �, -'t, =f Iz 0 ' 1 I OERE CTIOMIL SOMW.2 L n J� LF.PC -ALLOW U TYP. STRT. CROSSING Off FENCE LINE T I> NTS ►-1 d ?o EXIST. 2" PE (-,j 0 (UNDER CONSTRUCTION) TIE-IN PROP. 2" PE GAS MAIN In - 0 2' OFF EASEMENT Z �\,J z _ 0i � In � I 6 100. 00 tn T. LA 100. 00 % ,Ms,o IOL DUVAL ENGINEERING A""`"m PROPOSED 2" PE GAS MAIN � " Z 19eoples Gas System, Inc. T..... FOR C-2oc�,-os W LE SERVICES 'I w .m.Nn,wRmwNc RAARA nw $ORE SHUT II Or 2 P.Q.901�S),AMKSOWW E,FLAW" m»-aaT7 P■of•Lss ows r„�„p pp,)Ty_.w F.po.)..Y rs As NOTED SEA TURTLE INN f DATE I NEIRSON OESCNPTION S ftcw No.tws)M)-LTOR rm tsa)SRT-LTR .. EROSION CONTROL NOTES TOP a BANK 1.GENERAL THE toNNlltta Lwa Pttoll0[Ira IADOL[drPwJR,tools.WTDWS AND SDWES NE[DED FLOW UNE OF OtTCN 1rt1r ro ENKAE MMII OaaDN MID ADRHD)cD,rtROI 1EI°IPRE TIMME 1EAKAEs Kara corEael I ro THE PIANS AND SPECOCAR l6 Ma ALL STAR Ma IOCL REWMEAHMR - ____ rHADSMu ��pRNEr�r � 2. EAR1N WANG AC7Mf1E5 }•LIMBER pptTT��R )B'LINGER C�JLVERi UP TO}tf'OMNETER TOP 01 arP( - •) INE[pD1Vr m Kwa owmw CME To PROOK IK NOURAL tIP1DSCAE Ma }'UMOU GIL11ER1$LARGER 71MN J6�DtMETEIt SVAU CDWUC)N6/IOI W6711YCiM7N OPOM7gr6 90 AS 10 M°V[M MIr w[CESLMr OCSTRULTaM.s1:Ar1Y6 on Df TAP?or THE wIUYR Sum"voom M Nt vC"" 4 ISTERED CMD�` __ _ P 7ME.Ort AIIfA PCllf MEJIE CLFAPPa 6 REpARm FOR Pubri ll NOOK FOR YOERED E6P APPROIFD mteTRlCDotl NDat M foR fLCPMTaN OPOMTaNl.ALL TR[Es.IMINE FLOW LME a ON71) UILYEIR RPE - PMII�RP ANo VEQTANpI sWrl R PIdGKO MO IIWL E PRDIECIP rN0- ---------------- ---------------- ----------- PM��wt CAYS[D n V°CONTMC1oR•S CONSIRIICIIDN aPEANT1016 AND PROPOSED 2- CAS UNE ( PERPENDICULAR TO CULVERT ) } uNolR ontx 1D IAIoIR uAVERr y TW-AL aeon WKX=Har M mreIIRILTtoN Maga AND Kaon R NW 10rAG roR R[VSE M/P MW O TO SroOOLESOLC 9L T S R RALE w 11s NDE ro AGO AIN ADOOOMI SmrrOa ro M Co=KR OR 7rE STOCRPIW _ aArAn eE HAWED Ala/DA sODm w1Ol[6aSm aClora nPRn(]o)olri TOP OF 6Mo1 _ .) OMOED AREAS ARE ro IS slr Mn/Olt SVEFA wnw (JOA otos rouowc ____- PROPOSED 2 GAS LINE �A TEYPpYMrM THE °NO �E�� R7daDC Rb1� W)ERED ENO ` �� SRW END ( PARALLEL TD CULVERT ) TLOR UNE OF otrat1----- ---_--- ` -----___--- }) NNITENMTCE WLV;H MOAN-------- - --- .) W"Au oleaFa FUSED n SOL Oasm OI CMWWJCTM laww M Ar OR sum }'UNDER Cmv ls•WRIER TIM K•�OMTo MEE)ER-pNETER, TYPICAL DRIVEWAY SmoffS-ALL "°°`"" }•UNDER GILVER/S LARGER .) SEDNIPT 9M1a K ROrpED,TION KY Ala/11 M IEOrKIrt atoll s[0 IS M SUPT A ilow",TMT R KZ " DIODE KION THE aln N fEADA T TO ST AND MINOR ROAD CROSSING nm ""OR° '°'°M DR M DR ADMCfMf ro A SIRD•1 PROPOSED 2- CAS UNE ,�°n m y=comm. N. .. ( PARALLEL TO CULVERT ) TYPICAL DITCH OR CULVERT CROSSING PROFILES_ N.T.S. TArP r1nP LrloeaN a rAst rtAN � PRD 11H DalrP � �' nMcslL rase 1lnr To�ralPra r�IDI) RIR room AlP orewu sum RIP DEI! 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Sim , � ♦ ♦ • L r PEME tft . . . . . . . . . . . _ ♦ • . �T a " PLAN ♦ ♦ 4 ALPMr NDNI MSV Y.Ts' DIRECTIONAL BORING71 ' ♦ ` a� � "� EQUIPMENT LAYOUT I t t.• Nit �'r'�$RaOI iNiM.�•a•�1 1CM➢R q L.OM.NL y Ij • SOIL ONLY N.T.s. ••'�L•. L .R..�.awlM rMo wa e v awM.erre PST A'a"frPAw arreAa tr+ —+ SECTION ( MEDIUM SIZE RIGS ) RESTORATION OF TRENCH LOCAT@D - HAY BALE SILT BNNIER '< 'TION IN DRAINAGE SWALE w WETLAND PROTECT w J Inc. M'°� Tom PROPOSED 2" PE GAS MAIN EXTENSION 200 ` �r.eralT�..IL,a p DUVALENGINEERING � -Peo�Dles Cas System, ,ar. FOR C—Z�-05 SERVICES SEA TURTLE INN SHUT T Dr T r.6 s01}loon...•........r ROIOA ]LlllrO�, ars Plan 11Pa..7- O IAA.RDIDA -73W sD+n 4 ltal �salia OAS wrO�E ML IISO T]P-•MI as IPM)••�,}P AS NOTED IU oM0 sa IEMS101 DESCAwTr71 .�! PHM rIn Issq w7-STDs TIM W4)sT-aw II .... _ .. I, i l 1 - o ' t I 1 � T G 1 - • 1 c =� r• r • n Z uo '3- G 1-7.2 r C 140.7 5 MCI .J I i 1•� S 11R FAGS . 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"S,NoP4 4Wb.L6 *L_ 4•` 1!9. 4-'I.ALVM• •1 09WIf. 71� .I*.. v(1 life#"TEMP. 'ri1.A'o+'$ ('rW-l4 4usa-r 4 AT4) Z. �tA1L1 W4416 04 r1ltltlAls . -;1464.6 moi.: lL M. ►�i r�t<.f.. F`OR ON SI•L•r• ►t b. rsfcE P&,r A•1t5ls t K 4m Ir rOR Ra.ft_'s. va-TwLA ON STS! w. t 2' 4. o.c. 4M 4. 46LO+ 4T Y*IDS.. SgfOOT FOlt Qt4aRAV& Ju>att "T"t' , now Y 8 Ar 41 4ft , , _ e — _ i I I • III 1,i I; � ,.,,„ t a . .,... . • ,,...,. ru.o.,- •,,,« . �_,.. i _...,. -- , -H.,, n..a. .... ,... .,._ _.._..,_.... _..__ _....._..,._,_..._..... _ _ 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 I I I I I II I I I i I I QI I I I I I I I I I 10 THE GETTYS GROUP INC . 401 EAST ILLINOIS STREET SUI TE 401 CHI CAGO, I L L I NOI S ADJACENT REST RANT ENTRY AREtE$TAUFiiAN'T"Y , 3 1 2 . 836 . 1111 FAX: 3 1 2 . 8 3 6 . 1 1 3 3 I I .- s. P I.C. ALL VINYL WALL COVERING I � r � � i I I CONSULTING AND DESIGN SERVICES TO BE REMOVED AND t I I REPLACED WITH NEW VINYL -" + ' TO THE HOSPITALITY INDUSTRY WALL COVERING _ _._._ I 29 H NE REVIMIS N. C. EXISTING WOMEN OFFICE STOfME I PLANTER �� OE LION 0 130 128 I N.I.C. N c ' ' ' 11 /04/99 ISSUE FOR PRICING I I IMEETING ROOM N.I.C. 9 N I I TYPICAL THROUGHOUT REMOVE EXISTING PREFUNCTION, ALL VINYL ` DOORS AND HARDWARE - WALL COVERING TO BE .. I I REMOVED AND REPLACE[ wd - TP. AND REPLACE - - - , - _ . . ""too*_ .. _ WITH NEW - .�... , REMOVE EXIS ING CARPET i REMOVE EXISTING - -� / I �- I FLOOR, REP ICE WITH NEW, AND LEM i I DOORS AND HARDWARE _ �� CARPET AT BALLROOM (TYP.) \ 1 AND REPLACE WITH j M I I I I NEW I REMOVE EXISTING CANOPY REPLACE WIT NEW • • 8 y VESTIBULE I I i 126 • • I IMEETING ROOM N.I.C. i I I I I I I I I I I E I I I I I I I 4 TYPICAL THR GHOUT PREF FUNCTION, ALL FINISHED I FLOORING TQ) BE i REMOVED AN REPLACED %, 1TH NEW CARPET i • • � BALLROOM � / � � KN.I.C. I / I I I 7 I MEETING ROOM • • N.I.C. I I I PREFUNCTION EXISTING J I I 125 PLANTER I REMOVE ALL PLUMBING FIXTURES - PATCH AND REPAIR AS REO'D. j • • I I I I I I �- TYPICAL THROUG OUT H I�LANTATION ROOM, ALL • • / FINISHED FLOORING TO BE I I � REMOVED AND R PLACED WITH TYPICAL AT ELEVATOR I / NEW LOBBY, ALL CER IC TILE f ,� 110, BASE TO BE REMOVED • • AND REPLACED OITH WOOD BASE TYPICAL AT ELEV TOR CABS. I ALL FLOORING AND CEILING T I I I • • BE REMOVED ANC( REPLACED I l STORAGE - 5 WITH NEW. WAL TO BE ' N.I.C. G REFINISHED TO M T H C DESIGNER'S SAMPJLE- - - - REMOVE EXISTING VACATED PLUMBING CHASE, ETC. / STORAGE ACCO TING i N.I.C. N.1. • • TtftGE PLANTATION ROO I GIFT SHOP ; BOARD ROOM F r i , I ._ _ .. _ C. N.I.C. N.I.C. 112 ; . I I PLANTATION ROOMS: REMOVE AND CAP � � i I WOMEN ? � � • • I I I 124 , ELECTRICAL OUTLETS AS REO'D. ..�� N.I.C. N.I.C. II. _ ELEVATOR ELEVA OR _�... _.. • • LE — — — -- - - -- ): — - - — - - — i — - - TYPICAL THROUGHOUT PLANTATION ROOMS. �— MEN STAIRS WOMEN I I N.I.C. I N.I.C. I ;. ALL EXTERIOR DOORS TO BE REPLACED \� ` N.I.C. 1.._ _.. _- ..._ E WITH NEW. i r .' - Z PORTE COCHERE • • CORRkDOR _ _ c - n 131 RAMP .- __ _ ..iENTR .i. s 'INSI t, _.. HESE E I-.0 T ..Ate I ftStf+ OB 1 1 f2�pAWE, _ _ -REMDVE E TSTI I pH JN SAND; EC __1R.8P.LC --.1N.lTl i_. ._. EXISTING MOVABLE PARTITI K4 AND-- j tR£Ntf#V f�ftTtNC ;�f�C3R iliEF'LACEiE . _ .-. REMOVE E S BLE 0 _ _. f._ +Ff2 tvlL b -TRt�+>dSf£�R ;- - _ I E E i; PliON S t TRACK REPLACE WITH ALL NEW. (I _.. _1 _ EPAi , ``� f�EQ�. - Z � PORTER a D 105 .._. ._ .w. ._ SIO GE Bxf!. _7 7z_ 2 AN 7 Y; v • • REMOVE EXISTING TILE AT CORRIDOR D _. _ - - l0 ------ _; PLANTATION ROOM II �.� -____.;._. .. _. .�. - -.. REPLACE WITH NEW 11 ` � — L. , f - ,r-,S4 , - R 140 t+ III ALL FIN ED FLOORING TO BE ---� SEA TURTLE I N N REMOVE TO BE REPLACE WITH s OFFICE Ili, OFFICE NEW CA ET OFFICE I I _ ..., ...___ I �. PUBLIC AREA RENOVATION ---------- q REt'�ERVATI NS FRONT DE15K ! I I I N REMOVE EXISTING VACATED PLUMBING I j �' 106 CHASE. PATCH AND REPAIR SURROUNDINGS I;, S� t One Ocean Drive 3 AS REQ'D. Atlantic Beach, Florida C) DRAWING /��if TYPICAL THROUGHOUT PLANTATION ROOMS. JJ H C � ALL VINYL WALL COVERING TO BE RE-(MOVED, {� TO BE REPLACED WITH NEW. J DEMOLITION PROJECT NO: 8721 m DATE: 01/06/99 DRAWN BY: AKK D 1 - CJ 1 CHECKED BY: SAW of 1� 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 COPYRIGHT lits THE 69TTT8 GROUP. INC IMF, _ d. .. G .........�..u. #• Er- f ' O # , , S # a .f PVC PIPE STRAP : :....#................. .. ; .. 0 f. A\ Y f vs 3 f q n • 1 `� 1 a E • � € � -� 1 { F2-119-47 —1....._..._...... _....._._-__._._.._... I' f 0 f `: � { i ...................................... .._...__...._ ,,...._..... i i 9 • .. ... 3 CPUC PIPE # t: # € .... TAPPING SC EL a CL1 � �' f F { SCREW #_ ............ 1 ... 4 ......... 1� , , I Desi Are - a No 1 — LIG 5-2 { ' H • 1 D ign 3 _ _. ; ... .. ¢ T .... ......... .......................... ...... f 3 s . c-1 8 4 1 Density 0.05 HEADS9- • 1' 05 Area �' 8 DOUBLE _ _... .._ — FASTENER Iry a i E z ; II `r Flow W f F f.v,a �, 3 4 ___.._. i ,,4, '' 9 p �; 3 9 p�i ��_,.... �__�_�.._._.�..._ �_�. - C P V� PIPE STRAP 1„ _ _._.µ..._..__._.. 1„ 1 Inclines 0 9Pm ' Hose ailowarnce „ { r 12_9 _ f • � # 0 6 12-3 cv .fir ...................... j�}.f...Jig f 1 E F f o. U e i 1# I _ 4 HANGER APPLICATION7 1// ? I ` C1J I / RESTRAINER APPLICATI❑N 16— • } 8 7-11 __. { f f � t ; i 1N E I _. M__....... I — I - 5 . . , 11 I , i f ^ CPVC PIPE f a E { 6 3 I I E 1u {{ �O is X HEAD SELF I • HE 5,4 E � ( TAPPING SCREW ........................ { f } $4 • <f f F 1' f IUNUSEE i i s # E { # i Z I I E ._...._..,.__...._..._._.._.,. i p j I I If 1 { E I • SINGLE FASTENER E " — a P 3 • g Cy CPVC IPE STRAP 16_8 e cv 1u li } —11 { / } i r-1r f 4 E 7 4 `� I , 3 k I { 1 DETAILSHANGER f� J I f � . : f ................................................................................................................................................................................. 3- ....._.._ f # ` e ........ ., i t ,I l{� f � 1 f n f O • // : ............................... �. # Ru . 1 n{ ; . •<� I L e 3 E s f .......... .... Y L,..._.,....__........... i' r _ _ • _._.� ... i o 1 f 4 >,Lk i"�" SYSTEM _ 11 t , 1 . t{ ...........................::.................... , f • i • .. .. .. =o..�+--a_=-tea-. ,. t( i P: ...:f r { }[ 1 4 E # 3 _ , aj • . .. • - .. 10110 W, ...3•.%f'. t ; - 11 •LN { R. . f f ' f r ..........__._.., ,,._..____. _.. E { 1 I , 1 ( I . s • o p I 8 . 12 z C'1 • 11-5Y2 — } �O RISER MANIFOLD 9 1 Fo f_ ........ ; ; • € �- - ALARM BELL W/. o DRAIN f i LD I } { { f 1 AND TEST f " E " 3 3Ln .. i 10 .... — _.._ _,.__. 3 `—' # 6 �� (3) PRESSURE FLOW SWITCH _._..__..�.,..�.,., ._ RE GAUGE O O ......... f . M f i s +, .».,...,. ;�._..�._...__...._.._..�: ----..............----...__. .__,._.._ .._ t s . � , .............._....__.._ ._._..... ._..___ _„_ _,...� _ .� .__.._...�.__._ __._.._ � (4) SIGNS ON BODY I Q ... i V` 3RD F . L00 ” { , R 21 co 1 GR. BUTTERFLY VA. 0 - - HEAD CABINET j A. FIREPROTECTION POINT OF SERVICE TO3E AT THE PROPER 6 W/ TAMPER SW. B. FIRE PROTECTION SYSTEM TO COMPLY T' LINE PES 633.021(17),F.S. z9 I ' VITH NEPA 13D, AND ALL APP; _ICABLE STATE AND LOCAL CODES DESIGNED TO .05 / 2 SPRINKLERS.. g G C. BUILDING IS A SINGLE FAMILY DWELLING 1 R. BUTTERFLY VA. CLASSIFIED AS LI GHT HAZARD, W/ TAMPER SW. II 3-8 I D. THE SPRINKLER SYSTEM IS TO BE A WEA PIPE SYSTEM WITH QUICK RE PONCE RESIDENTIAL SPRINKLERS INSTALLED PER MANUFACTUJRES SPECS AND NFPA13D M FOR LIGHT HAZARD 327SQ.FT. WITH 18 YX18' SPRINKLERS. A SPACING E. WATER SUPPLY IS FROM A CIRCULATING r8" I CITY WATER MAIN BASED ON PRELIMINARY DESIGN AND CALCULATIONS THERE IS AMPLE ATER " } { 8- 7 I FOR THE FIRE SPRINKLER SYSTEM. f F. T USING RESULTESFARE AS FALLOWS STATIOTAKEN N 3 i :.._.. _. ». »_...r _ . E ��RESIDUAL 46PS1 FLOW 16 ; SITE 48 PM r ' E BIB E FIRE SPRINKLER SYSTEM RISER SHALL } } CONSIST OF A CONTROL VA' E W/ TAMPER } __ / 01�V SWITCH, TEST & DR (1 2i ... .................... _ H. MICROBIAL INDUCED CORROSIONO //++�iryryJj .__..__. ---___ p AIN VA.:, w9t9�J 4JES NOT SEAM TO BE A PRO E � � WATER DEPT. NOR HAS ANY Q; EM WITH JEA p I c REPORT OF- MIC BEEN GIVEN TO THEM. ! I \ kid DETAIL 'C FLOOR I. NEW REDUCED PRESSURE BACKFLOW TO � `(� �' ETA I � TOR 2ND I L O O R E INSTALLED PER CITY OF Jf` KSO i MAX PRESSURE LOSS TO BE 6 PSI AT 1 ttp N BUILDING OFFICE 3 I R GPM. J. SPRINKLER SYSTEM TO CONSIST OF CPVC M 1 AS PIPE AND FITTINGS INSTALLS AR 20 f AND MANUFACTURES SPEC. PE NFPA 04 ........................................................... ............: By: NOTE; NO FIRE DEPT, CONNECTI❑ DESIGN N I GN CRITERIA REQUIRED PER NFPD 13D SYSTEM NO, LOCATION FIRE SPRINKLER SERVICE'S OF NE. FL. TYPE OF SYSTEM P.O..., TYPE BOX 23'787 1 E OF HA � FIRE LINE I HAZARD J DENSITY ACKSONVILLE, FLORIDA 32241 EX STI IS CITY MAIN AREA NO. DATE 904-262- 1002 I HEAD SPACING BY R VISIONS & APPROVALS ORIFICE SIZE HEAD DISCRIPTION K QTY, ES K— ACTOR INSIDE HOSE ' VICTAULIC RES HT REC 155 4.9 35 FLETCHER RESIDENCE LIGHT HAZARD CR OUTSIDE HOSE OCEAN BOULEVARD WET PIPE SYSTEM 1 S T L 0 R HYDRAULIC CALCULATIONS JAX BCH, FLORIDA BY DATE SURVE AREA DRAWN JPS 3/04 1/8"-= 1 —0 OCEAN BLVD LOCATION FIR E SPRINKLER PLATO CHECK N❑{ ❑F SPRINKLERS Ell DENSITY CONTRACT APPRVD GPM AT TEST WITH: JOB N0, P, p, NO. PSIG AT TEST A,H,J, 178 ST, JOHNS TOTAL ❑, ❑F TOTAL SPKRS, SCALE DENOTES HYDRAULIC REFERENCE P❑ SYSTEM ONE ❑N JOB 35 CONTRACT NO, DRAWING NO, REV. ANT COUNTY 1/8' = 1-0 FPI OF 1 i i i z 0 OFFICE MENWOMEN I I STAIRS _ ELEVA'T'OR ELEVATOR � U w D I I RAMP ELEVATOR LOBBY 41'-0" 12'-(o w 1 [� Al = W rn 0 PORTER R � M .M. O1-FICE OFFICE OFFICE TELEPHONES , LJLa i Qom. l a . W mIX 0 O l INSTALL $" TYPE "X" G.W.B. BOTH SIDES SOF WALL TO UNDERSIDE OF CONCRETE DECK PER U425° DETAILt TO ATTAIN 2 HOUR RATING. PROVIDE PENETRATION PROTECTION PER ATTACHED DETAIL SHEETS. IFIREAWALL UPGRADE y { R� Y x� SCALE V4"=P-0' z .. - Act C — Q EXISTING CON RETE �' _.I -C i ROOF DECK z A m W zap [n z :0 LR. a � O F w I w c � � a ADD NEW TOP ON INUOUS „ TRACK TO META STUDS EXTEND EXISTING 5/8 TYPEcv WHERE_ REQUIRED. "X” G.W.B. TO CONCRETE N DECK WHERE FEQUIRE[]�. EXTEND EXISTING METAL ( 1 ) LAYER OF EXISTING STUDS TO CONCRETE • /8 G.W. B. DECK WHERE REQUIRED., z z EXISTING SUE ENDED /( CEILING CROWN MOLDING IN C QCP_C�`Z �f �'�� W LOBBY AREA T) MATCHI Z 1Io EXISTING. a,� ADD SECOND DYER OF 5/8" TYPE "X' G.W.B. TO BOTH SIDES OF EXISTING WALL 0 z W BASE BOARD TC MATCH W EXISTING FLOOR EXISTING. a- INDEX OF I ) RAWINGS DESIGN DRAWN RM CWS d ApPROV,EojEPCN d p .a C\TY�UD�NV OFr1C NECKED RM A l LOBBY F I R E W LL PLAN 1. J*Ii DWG.No. 2004020-YA1 ��N 1 JOB No. 2004020 Dl STANDARD PENETRATION DETAILS SCALE AS-NOTED 8 DATE 05/18/2004 D2 2 HOUR FIREWALL 5ECTl01�1 STANDARD PE ETRATION DETAILS scAlE FILE COPY A 1 SHT 1 OF 3 s -IV i � I I rF System No. C-AJ-1044 System No. C-AJ-1175-Continued SY%tem No. W-L-1080 System No. C-AJ-2001 (Formerly System No. 319) F Rating-2 Hr (Formerly System No. 64-A) W F Ratings-2, 3, and 4 Hr (See Items 2A and 4) T Ratings"--0 and 3/4 Hr (See Item 2) F Rating-2 Hr 11 T Rating-0 Hr Fire .'rot etio Products L Rating At Ambient-2 CFM/sq ft FIRESTOP CONFIGURATIONA T Ratings-0, i-1/2 and 2 Hr (See Item 3) Q 2 _ L Rating at Ambient-7 CFM/sq ft (See Item 38) L Rating At 400 F-less than 1 CFM/sq ft '-"�/" '�- '� ,� L Rating at 400"F-1 CFM/sq ft (See Item 38) � A . , l ) -_ 2 1 February 7,2000 A _..... ..- _. . r j-A . f I . 4 I l,. 2 1q i-i-1 3A c a a- • Mt.Ron{Mona 4 / ): x n i; ' ,. y-'_ c .a Coastal Construction Products - "i i� /, -� 4901 WdI Grace St. 'it Tampa,if4 33607 "Tr ri slit wasrri �/ �� i //// \� Pax: (aI�)289-894! h` 4 ('� / I F--,---1'1 i i I --� v d a �g 1. Walt Assembly-the \\�� I / Clear Roo: I � �A 2 -- - - ` _ y hi fire-rated gypsum wallboard/stud watt assembly ��i� 3C i Titin IttttAr]e in r ae to the slopping application that you have described below: 2 shall be constructed of Vile materials and in the manner described in the T-r individual U300 or U400 A 3J J Series Walt or Partition Designs in the UL Fire I I-4-t Resistance Directory and;sthall include the following g .� Project, Key West sial Air -tion-t3aohetors Offieon Quarters SECTION A-A A. Studs-Wall framing, y g construction features: '� 3A ' channel studs.Woodg ma consist of either wood studs or steel A System N0. C-AJ-0009 Muds to consist of nom 2 b 4 in.lumbers aced Q ContncKor:Certified(nsulali -7ampe 16 in, OC with nom y P $ by 4 in, lumber end plates and cross braces. SEC71C)NA-A � (Formerly System No. 318 Steel studs to be'min _ SECTION A-A r3 5/8 tri.wide channels spaced max 24 in. OC. 1. Floor or Wall. Assembly-Li htweight or normal weight (100-150 pcf) EntfriftliffiI Rent#1F Rating-3 Hr FUtESTOP CONFIGURATION B B. Wallboard, Gypsum*= p T Ratings-(b, 1. Floor or Watt Assembly-lightweight or normal weight 100 150 pcf) wallboard as s ectfie Two layers of nom 5/8 in, thick gypsum ddyy Fg1/2, 3/4, 1 and 1.1/2 Hr (See Item 4) 2 in the UL Fire Resists n the individual 0300 and 0400 Series Design I mincthick thickness of solid concrete floofor r orr wait assembly iisin e4-1/2Tin Item L Matin A concrete. Except as noted in table under Item 4, min thickness of solid Ren.raatyng Items 1-I/2".P from tub L Rati g t Ambient-2 CFM/sq ft concrete floor or wall assembly is 4.1/2 in.floor may also be constructed A Diam of circular opening e Directory. Max dram of opening is 5-1/4 in. assembly may also be constructed of any min 6 in.thick UL Classified rhg At 400 F-less than 1 CFM/sq ft of any min 6 in.thick UL Classified hollow core Precast Concrete Units•, � 4 each side of wall assemb4�t through both layers of gypsum wallboard on hollow core Precast Concrete Units*.Wall may also be constructed of V AnemblyPenstrat t Min 4-1 "thick concrete floor When floor is constructed of hollow core precast concrete units, packing outside diam of pipe,c �to be mu 3. S de ed max]-]/2 in.larger than any UL Classified Concrete Blocks*. Diam of opening through floor or (n 1 °i!t stud i tube. Side edge of through opening to wall to be 0 to 1/4 in.lar larger than the outside diam of nom 2 in. diam WTIU- �-�'A material (Item 3) and caulk fill material (Item 4 to be installed I be min 3 in. From nearesjt stud in watt cavil g opentno Size:8"x 6" , Hourly Rating Required:2 hrs I 4 symmetrically on both sides of floor, flush with floor surface. Wall 2. Pipe or Conduit-Nom y' I and smaller pipes or conduits.Diam of opening to be 0 to 1/2 in. larger W steel 'in.diam(or smaller)Schedule 10 or heavier i than the outside diam of nom 2.1 2 in. diam and larger pipes or 0 assembly may also be constructed of any UL Classified Concrete Blocks*. pipe, nom 4 in. di ( ) / d' I. iron soil pipe, nom 4 toi(or smaller)service weight (or heavier)cast conduits. Max diam of openin is 7 in. 2 Max diam of opening is in solid lightweight or normal Weight concrete. 2 iii iron am (or smaller) Class 50 or heavier gg 3M Pire Earner M teridl:Fin 13urier Mortar,FS-145+Wnp/Strii Floor is 32 in. Max diam of opening in floor constructed of hollow-core o pressure pipe. nom 4 ( )ductile See Concrete Blocks (CAZT) and Precast Concrete Units CFTV i4,. P P m.diam (or smaller)steel Conduit, nom 4 in, tate ones in Fir' R i n r ( ) ''°'w' recast concrete units is 7 in. ij:: +; P 4 diam(orsmaller)steel elceC ri g e es eta ce Or artery for names of manufacturers. Special C-snsidern ut Total tuber of penetrations:1. Install 4"wido alum tape(stici y side out s0 It can slide on °'e"• ' 'r '°" +< a : o' See Concrete Blocks (CAZT) and Precast Concrete Units CFN t . "� Lor heavier co t cal metallic tubing or nom 2 in,diam T e 2.Th h Penetrants-Onen ( ) t.; ( ) peer cubits ,When steel or iron pipe, conduit or tubage I the throw h o e nce Dir ct piper conduit to be centered in pipe)arotynd each pl c pipe s h that 2 in.of the tape extends below Use bottom plana of the floor. Insult one wrap "• categories in the Fire Resistance Directory for names of manufacturers. if. i 'i@iP used, T Rating of Rrestop, 9 D D g erring. Pipe or conduit to be rigidly supported on both L�"-��- o. SA. Steel Sleeve-(Optional, not shown)-Max 15 in. ID or smatter) is used, T Rating of firest-system{Item 3)is 3/4 h.When copper tubing sides of the floor or wall assembl . The following types and sizes of Ebp s tem Item 3 is 0 h 9 yp of 2"wt�FS-19154. raplStrip find plastic pipe,projecting a max 1/2"beyond the bottom of the floor.Secure Uro ) .A max of y Schedule 10 (or heavier) steel sleeve cast or grouted into floor or wall conduit or tube is permit one pipe, nonmetallic pipes or condui may be used: •, ° 4 !ted in the firestop system. p � wrap t0 She pipe wi a sleet tie ire or filament tape. Cut to.fit a min.28 gauge sheet metal dam around the "?r:.: assembly.Sleeve may extend a max of 2 in,above to of floor or beyond between:pipe,conduit ort( P Y . Max annular space A. Polyvinyl t Chloride PVC .Pi a-Nom 6 in. P y 3 ube and edge of opening is 3 4 in.Min an Y (PVC) P diam(or smaller)Schedule �A space between i e co 9 / solar 40 solid-core PVC pipe for use in closed (process orsu peoetradi g items an place the m at the bottom oftbe slab.Anchor dam to underside of floor using approved ° :c either surface of wall.Max 16 in.ID(or smatter)min 0.028 watt thickness pipe,, ngiui r P P (D supply)or vented wmcreteilmchors. I' r a 4 in. n depU1 of.Mortar flora the topside around Ute protected pcn.ettaUog items. heave a (or heavier) galvanized steel sleeve cast or grouted into floor or wall (point contact). Pipe, cor}duit r tube and edge of opening is zero in. (drain, waste or'vent) piping system. sides of wall assembly. tube to be rigidly supported on both B, Cellular-Core Polyvinyl Chloride(ccPVC)Pipe-Nom 4 in.diam(or sheet mail darts.In ere. assembly. Sleeve may extend a max of 1/2 in. beyond either surface of 3. Fill, Void or Cavil Mat * _ smaller)Schedule 40 cellular core PUC pipe for use in closed{process i 4 3 floor or wall. Y @trial -Put Putt fill material installed to or supply) or vented (drain,waste or vent piping system. 2. Through Penetrants-One metallic pipe,conduit or tubing to be installed SECTION A-A fill annular space throughiout thickness of gypsum wallboard layers on I C. Chlorinated Polyvinyl ) p p g g UL Syat6m(a):CA] 073,CAJ 69 3M Fire Test: 96-091,96-099 SECTION A-A either concentrically or eccentrically within the firestop system, Max each side of watt assent y yviny Chloride (CPVC) Pipe-Nom 6 in. diam (or L-4-A applied to the wall surface A min i/4 in. diam bead of putty is to be smaller) SOR17 CPVC pipe for use in closed (process or supply) or annular space between pipe, conduit or tubing and edge of through I 1, Floor or Wall Assembly-Mtn 2-1 2 in, thick lightweight or normal i where the pi e,conduit or tube is installed/ symmetrically point contact with the fled in vented drain,waste or vent) piping systems. T)tls t)re P ddilyi auto otic n Um hourly sting required vfio0 tested U accordance to ASTM E 814(UL 1479). 1. Floor or Wall opening or sleeve is dependent on the parameters shown rn Item 4, Min weight(100-150 pct)concrete.Wal[m also be con e. a of h p ( g y This onglinecring ju ent Is b ad an performance results obtained in testing UL Systema and/or)nberaal 3M fire A%sembly-Min 4-1/2 in, thick lightweight or normal annular space between pipe or conduit and edge of through opening is Classified Concrete Blo • may strutted i any UL symmetrically on both si 9 the throwgh opening. Putty installed D.Acrylonitrile Butadiene Styrene ABS Pipe- Nom 4 in, diam or tests, weight(1 lassiR c concrete.Wall assembly may also be constructed of zero in. (point contact). Pipe conduit or tubing to be rigidly su supported Blocks*. diam of circular through opening is 10 Minnesota Minis N of wall assembly. smatter)Schedule 40 solid-core AB pipe for use in closed �& tY ) p g 9 Mfg. Co.-Type MPS•2+ utt P P (process or W any UL Classified oncrete Blocks*. Max diam of circular through on both sides of floor or wall assembl.The foltowin 9 g PD in, 'Bearing the UL Classification;'Markin gp P Y suppl y or vented drain,waste or vent piping systems. _ opening is 6 in. Y g types and sizes of See Concrete Blocks(CAZT)category in the Fire Resistance Directory9 I y ( ) E.Cellular Gore Acrylonitrile Butadiene Styrene (ccABS) Pipe-Nom [� See Concrete metallic pipes, conduits or tubing may be used: for names of manufacturers. 4 in. diam (or smaller)Schedule 40 cellular core ABS pipe for use in . docks(CAZT)category in the Fire Resistance Directory A. Steel Pipe-Nom 30 in. diam (or smaller) Schedule 10 (or heavier) , IA. Steel Sleeve-(Optional)-No. 10 in,diam(or smaller)Schedule 10(or closed (process or supply) or vented (dram, waste or vent) piping fpr names of nhanufacturers. steel pipe. heavier))steel pipe sleeve cast into concrete floor or wall. Sleeve to be systems. 2. Sleeveto floe or,walNom 6 in,diam(or smatter)Schedule 40 sleet pipe 8. Iron Pipe-Nom 30 in, diam (or smatter) cast or ductile iron pipe. flush etr$h or project max 2 in. from top surface of floor or from both E PolybutylenePB Pi e- N m i wall assembly. Sleeve to 6e flush with a project max C. Conduit-Nom 6 in. diam (or smatter) rigid steel conduit. surfaces of wall. ( ) p o 3 n. diam (or smaller) SDR(] (or W LL OPE ING PROTECTIVE MATERIALS (CLIV) 2ain.ifrom flto r su heavier PB r e for use in closed(process orsu t or vented drain P friars of floor or from both surfaces of wall. D. Conduit-Nom 4 in.diam(or smaller)steel electrical metallic tubing. Z. Through Penetrants-One metallic conduit or u ) P (P supply) ( 1'+.r . This category coy s proprietary compositions which are used to maintain the 3. Parkin Maters Pilk. tubing to be installed waste or vent pipingsystems. �. hourly acing- of a resistive walls and partitions containingflush mounted M�rpr firm( ticked inti-Min 1 in. thickness mineral wool batt insulation E. Copper Tubing-Nom 6 in, diam (or smaller) type L (or heavier) either concentrically or eccentrta within the firesto s tem. Max devices such as ou et boxes,electrical cabinets and mechanical cabinets.The F"2117 y D 0 opening as a permanent form.Packing material to be copper tube. -41 individ al Classific ions indicate the specific applications and the method of recessed from torp surface of floor or from both surfaces of wall as annular space between i Ny p G. Rigid Nonmetallic CondWt++-Nom 4 in.diam(or smaller)(Schedule M inti pipe, conduit or tubing and edge of through i 40 or 80)PVC conduit installed in accordance with Article 347 of the M •' � installa fon for wh h the materials have been evaluated. necessary to accgmmodate;the required thickness of caulk material. I t cl.t 4. Fill,-Void or Ca .q E Copper Pipe-Nom 6 in.diam(or smatter)Regular(or heavier)copper i The basic stands used to investigate products in this category is ANSI/UL !(�tty MateHals Caulk-Apptied to fill the through 263,'Pre Tests of wilding Construction and Materials". openin flush wi the top surface of floor or both surfaces of wall.The pi e• conduit and edge of throuexceed 3/8oinniMini;rofainspace between pipe or ; fah g 9 9 opening (point contact). Pipe, National Electric Code(NEPA No. 70). y� •X N hourly"T" Rating; is dependent upon the diam of the through opening, 3. Pack y- Material-Poly wool ane backer rod or nom 1 in. thickness of conduit or tubing to be rigidly supported on both sides of floor or wall H.Flame Retardant Pot propylene (FIRPP Pl e--Nom 4 in. diam or LOOK F CLASSIFICATION MARKING ON PRO DUCT ) the presence of a 9tighttypacked mineral wool batt or glass fiber insulation firmly packed ) p The C assificatio Marking of Underwriters Laboratories Inc. shown below tabulated below: teet sleeve an the thickness of caulk fill material,as into opening as a permanent form.Parkin material to be recessed from assembly. The following types and sizes of metallic pipes, conduits or smatter)Schedule 40 or heavier) FRPP pipe Por use in closed(process y: on the product o container is the only method provided by Underwriters g Laboratories Inc. identify Walt Opening Protective Materials produced under Max opening i top surface of floor or from both surfaces of wait as required to ubing may be used: or supply} or vented drain, waste or vent) piping systems. �'' ,+s= Or sleeve I accommodate the required thickness of caulk fill material(Item 4). � Steel Pipe-Nom 8 in. diam (or smatter) Schedule SO (or heavier) See Rigid Nonmetal is Conduit (DZKT) category in UL Electrical f�:, its Classification d Follow-Up Service. Wain,In Steel Min Caulk T Rating, 4. Fill,Void or Cavity Material'-Gulk-Applied to fill the annular space steel pipe. Construction Materials Directory for names of manufacturers. I �, UNDERWRITERS LABORATORIES ING® 2 �� Thkns,In Nr flush with top surface of flet, it wall assemblies, required caulk B. Conduit-Nom 6 in.diam (or smaller)rigid steel conduit. 3. Firestop System-The details of the firestop system shall be as follows: Q CLASSIFIED 2 Yes 1/2 3/4 thickness to be installed symmetrically on both sides of watt, flush with C, Conduit-Nom 4 in.diam(or smatter)steel electrical metallic tubing. S*stem No. C-AJ-2002 � A.Fill, Void or Cavity Materials -Wrap Strip-Nom 1/4 in. thick t= No i 2 D. Iron Pipe-Nom 4 in.diam (or smaller)cast or ductile iron pipe. (Foftmerl intumescent elastomeric material faced on one side with aluminum 1'sl All OPENING PROTECTIVE MATERIAL 4 / 1, wall surface.At point contact location between enetrant and sleeve or E. Co y System No. 64-B) m IZ FIRE RESISTANCE CLASSIFICATION 4 Yes 1/2 Copper Tubing-Nom 6 in. diam (or smaller) Type L (or heavier) foil,supplied in 1 and 2 in.wide strips.Strips tightly wrapped around / 0 between penetrant and concrete,a min 1/4 in.diam bead of caulk shalt F Rating-2 2 Hr nonmetallic pipe(foil side exposed)with the edges butted against the � OJ SEE PRODUCT CATEGORY 4 es 1/i 3/4 be applied at top surface of floor and at both surfaces of wall.The boort copper tube. 9- IN UL FIRE RESISTANCE DIRECTORY 4 1/2 F Ratings and the min required caulk thicknesses are dependent upon a F. Copper Pipe-Nom 6 in.diam(or smatter)Regular(or heavier)copper TT Ratings-0 and 2 Hr underside of the concrete floor or both sides of wall surface.Sufficient LA. INNo I 1-1/2 number of parameters, as shown in the following table: pipe• L Ratit)tg at Ambient-1 CFM/sq ft layers of wrap strip shall be installed to lap a min of 3/16 in.on the 6 Yes I 0 Min floor Nom Pipe p Configuration A L Rating at 400 C++less than 1 CFM/sq ft (See Item 3C) concrete around the entire perimeter of the through opening.The min Firestop wrap strip width and the min number of layers of wrap required is 1 Or Wali tube a Conduit Max Annular Mtn caulk F 3. Packing Material-Min 1 in. thickness of tightlypacked mineral wool dependent upon the pipe pe, the nom pipe diam, the watt of floor Minnesota ilgining&Manufacturing Co.-CP 25W8+. Thkns,In Diam,in Space,In Thkns,in Rating,Hr batt material used as a permanent form.Packing material to be recessed type,*Bearing the UL Classiffiation Marking 2-1/2 1/2-12 1-3/8 1/2 2 top A thickness and the hour( T Rating required, g from t or bottom surface of floor or from either surface of solid 2 y g q ed,as shown in the following concrete wall as required table. 89700 2.1/2 1/2-]2 1.3/4 1 2 q fired to accommodate the required thickness of caulk (O 3 3A 3C Nom Pipe Min Watt Or Wrap Strip Min wrap MINN SOTA MI NG & MFG CO 4-1/2 1/2.6 1.3/8 1/4(a) 2 i► fill material (Item 4). When wall is constructed of concrete block, 1 PAUL MN 55144 4-1/2 1/2-12 1-1/4 1/2 3 packing material is to be installed on both sides of wall assembly. Diam near Thkns Width Strip . T Rating 3M CENTER, Pipe r Typo MPP-4S+ tdable putty pads for use with max 4-11)16 by 4-11/16 in. 4-t/2 1/2 20 2 1 3 4. Fitt, Void or Cavity Materials*-Csulk-Applied to fill the annular �-�,r *�, Type In. In. In. Layers Nr flush sutra UL l ted Metallic Outlet Boxes in fire rated gypsum wallboard 4.1/2 ]/2-20 2 1 3 s ace to a min depth of]/2 in. flush with the top or bottom surface of ea.I. °4w I PVC,ccPVC ABS,cd S orr CPVC FRPP(a) i/2 to i-i/i 2-i 2 i i i wall assemblies mad with min 3-1/2 in. wide wood or steel studs and D p i •a a O / / / J 4-1/2 1/2.12 3-1/4 1 3 the floor or either surface of the solid concrete wall.A min 1/4 in.diam PVC,ccPVC or CVC 1/2 to 2 2-1/2 2 1 0 resect clad as dfied in the individual 0300 or U400 Series Watt and 4-1/2 22.30 2 2 3 bead of caulk shall be applied to the floor or wall surface where the pipe, / 2 1l VC,ccPVC or CPVC z 2-i/2 i 2 0 R Partiti n Designs n the FCre Resistance Directory. Outlet boxes secured to 5-1/2 1/2.6 1-3/8 1(b) 4 conduit or EMT is installed in point contact with the edge of the through i I ,}Ii ccABS or FRPP(a) 2 2-1/2 1 2 1 __ wood studs b m ns of two mailing tabs in conjunction with nails supplied ".�._„_v, gg AB >, opening, When wall is constructed of concrete block, caulk to be 1t, c or /t to 3 za/z z z. o n < 9t: e 9 j .; (aceiin 2 in thickness of nttr»rai wt>ol batt insulation . installed symmetrical( on both sides of wall assembly. � Y / : • .•' I PVC,ccPVC or C VC 3-1/2 to 4 2-1/2 2 3 - 0 vnth t e outlet b ngubed in annular, --.�.,, fi \ Type MPP-45+ ldable putty pads for use with max 4 by 3-3/4 by 3 in.deep sem• Minnesota Minn b Mf ® da..-�:: da W. VC,cd'YC or CVC, i/1 to i-i/2 4.1/2 1 1 2 UL Lts Nantas flit Outlet Bpxes manufactured by Carlon Electrical Products, •. (b)Min 1 int: ir:krtess miteral woof batt instatatbn lifted in annular Hr sto CopCo.-CP 25W8+ % ® p•. ,e,, ; age•. ABS,ccPVC or FRPPII made f PVC and sting a 2 hr fisting tinder the"Outlet Boxes and Fittings space on both sides of floor or wati,astifirtI Min 1 in,thickness of caulk to p °m B z 4 1 2 Classi ed for Fire sistance"tat"ory fn the Fire Resistance Direct For use be installed flush with each surface of flet or wall assembly. 3' Po� O equity ory tigh �° ASS,ccABS FRPP e watt assemblies framed with min 3-5/8 in.wide , < 0 -1/2 2 Ch W in fire rated gyps wallboardMinnesota Mining&Manufacturing Co.-CP 25WB+, 2 to 3 4 1 3 2 wood studs and c strutted as specified io-the individual 0300 Series Wall and *Bearing the UL Classification Marking ( a perms tO at PVC C,[VC, ]/2 -1/2 ABS ccABS or FRPP a) Partit n Designs the Fire Resistance Directory. -,x< "" ' wrfarx . floor or from both surfaces of wall as required to accommodate Mol able putty ads are to ice installed to completely cover the exterior A required thickness of caulk fill material(Item 4 . PYC,ccPVC,CPVC,A85, 2-1/2 to 3 4-1/2 2 2 2 ccABS,PB or FRPP(a) Q 0.4 0 O IL Void or Cavity Materials*-Caulk-Applied to fill the annular s ace BEQ1QN A-A PvC,«PvC or CVC 3.1/2 to 4 4-1/2 2 2 1.1/2 (n "'r surfacesof the flet box(except for the side of the outlet box against the a min-df pth of 1/2 in.flush with the top surface of the floor or both 1. Floor or Wal( Assetplbty-Min 2.1 2 in. thick lightweight Or nartrral BSccccPVC,o RPP(b) 3-1/2 to 4 4-1/2 2 3 2 - Z W C\2 N 0 stud)including cling tabs and completely seal against the stud within the Cos o the watt. A min 1 4 in.diam bead of caulk shall be applied weight 100.150 c A . I- 1 r 9 ( A concrete.Wal may also be constructed of any UL PW 6(c) 4-1/2 3 3 0 stud avity.An ditional ball of the putty material used to plug the end of to the floor or watt surface where the pipe,conduit or EMT is installed in Classified Concrete . t1I each lectrical m attic tube or conduit at its connection to the box.A min 1/8 I in. t teleses- of utty material is required on the exterior surfaces of flush point contact with the edge of the through opening. locks Max diam of circular opening is 6irec in, _- (r� devic boxes in and 2 hr fire rated Wall and Partition Designs. When the Minnesota Mining& Mfg.Co.-CP 25WB+ See Concrete Blots(GALT)category in the Fire Resistance Directory (a)-Requires use of aluminum tape detailed in Item 3E. e�j rn Cv1 for names of mantUfacturers. (b)-Requires use of pipe covering detailed in Item°30. .� g System No. W.L-3001 *Bearing the UL Classification Marking 2. Nonmetallic Pipe or-t{onduit-Nom 4 in.diam(or smaller)Schedule 40 Jc)-For nom 6 in. diam pipe, 1 in. and 2 in., wide wrap±strips are �' tri' c0 mord bb putty d outlet box protective material is used on boxes on both sides of wallas 'rected, the horizontal separation between'outlet boxes on _ (Formerly System No. 149) opposite sides o the wait may be less than 24 in. provided that the outlet S3ystem No. C-AJ-0060 F Ratings(Formerly and t Hr See Item 1 polyvinyl chloride (, C) pipe or Rt id Nonmetallic Conduit++ or Stacked"to attain nom 3 in,wrap strip width. m ( ) chlorinated 1Pat0'"Any�c bride (CPVC pipe for use in closed (process Each layer of wrap strip to be installed with butted seam with butted Q F �.-, or supply)or vented(drain,waste or vent)piping systems.A max•of one seams in successive layers staggered.=trip layers temporarily held a d �,- O boxe are not in fled back to back. F Rating-3 Hr T Ratings-3/4, 1, 1-1/2 and 2 Hr (See Item 2) l pipe or conduit is It rmitted in the firestop system. Except as noted in in position using aluminum fol tape,steel wire tie,or equivalent.In wall W T Rating-1, 2 and 3 Hr (See Item 2) L Rating At Ambient-15 CFM/sq ft (See Item 3) Item B, the pipe or cconduit shall be centered in the throw h o enin , assemblies,the wrap strip is to be installed in the same manner used for _J ( n e� Pipe or conduit to 9 P 9 Moor assemblies,but it shall be installed symmetrically on both sides of �/ of L Rating At 400 F-less than 1 CFM/sq ft (See Item 3) assembly. 4e rigidly supported on both sides of floor or wall lite wall assembly. O Oa a I �A See Ri id Nonm Minnesota Mining&Mfg.Co.-FS-195+ H W V d V. W Rigid Gallic Conduit(DZKT)category in the UL Electrical 2 1. In� Construction Matesr;a(s Directory for names of manufacturers. B. Fill, Void or Cavity Materials -Caulk or Putty-(Not Shown)- Z 3B : 3. Firestop System-T�e hourly T Ratings for the firestop system are Generous bead of caulk or putty to be applied to outer perimeter of f- .� O 3D FA dependent upon the restop orientation(wall or floor), the size of the wrap strip at its interface wtth floor or wall surface(-). i :' 9 O0aJL7 - nonmetallic i e or Minnesota Mining & Mfg. Co.-CP 25WB+ Caulk; Type MPS-2+ ILLI W - pipe 44snduit,and the floor thickness,as tabulated below: y .'iI!. -- IB N Putt Note: L Ratin s a W '`.i Orientation piece Annular F T us '�( 9 DPIy only when Type CP 25 8+caulk is �rj O P� I �, t tion Space, Rating, Rating, C.Steel Collar-Nom 1, 2 or 3 in. dee collar, dependent upon,wrap *= I System No, C-AJ-2161 F b(a) D1anl+.In to Hr Hr strip width,with 1-1/4 in.wide by 2 in long anchor tabs and min 1/ T a "�'' I F Rating-2 Hr F(b 1/22-2 1/4-1 2 0 in.ton tabs to retain wrapslit layers.Coils of recut 0,016 in.thick '. - 3 2 2. T Rating-2 Hr w F 1/ 2 1/4-] 2 1 2 2 (28 gauge)gals sheet stel avaiillable from wrap strip manufacturer.As 3 r - W, F 2-1 / an alternate, collar may be field-fabricated from min 0.016 in. thick Ie / ,3 1/2-i 2 2 28 gauge) a �•�,: W. F 3-] ( g g ) g lv sheet steel in accordance with instruction sheet r 3 /21,4 3/4-1 2 2 supplied by wrap strip manufacturer. Steel collar, with anchor tabs _ I 2 (a)W-wall, F-floor bent outward 90 deg, wrapped tightly around wrap strip layers with I (b)Min concrete floor thickness is 2-1/2 in. min 1 in.overlap at seem.Anchor tabs to be pressed tightly against --�A . the details of th ifirestop system shall be as follows: 1 PS 2 HOUR FIRE RATED A.Steel Suport C(� y ( floor or wall surface(-),and collar to be compressed around wrap strip SECTION A-A � s-Nom 1 in. wide b nom 0.019 in. thick 28 GYPSUM WALLBOARD ASSEMBLY. IC auge} ga v steel{ strips into "Z'-shape a with height of STEEL STUD. --� �� - 3$ _ P P 9 layers using a min 1/2 in.wide by 0.02ti in.thick stainless steel band ksa!Ihbly-Min 4-1/2 in.thick reinforced light-weight orL shape equal to,4iie floor thickness and with width of bottom as 1.Floor K waw A A I installed? le of clamp at the collar midheight.Two band clamps are required For 3 in. e normal ht 100=150 cf) concrete.Wall may also be constructed of 9 -sufficient length to span annular space. Top �as high collar on nom 6 in. diam i As an alternate to the band s ( P H Y installed le of 9 Pire MY UL Classified fEVFncrete locks*. Max diam of opening is 6 in. ) -sufficient to be min 2 in. long and secured to top clams i in.and 2 in.dee collars may be secured b a means No.10 D 9 SECTION A-A 2 surface of floor `frith 1 4 in, diam b min 1-1/2 in. ton steel D ' Y y See Concrete elp�(CAZT)category in the fire Resistance Directory � •' !• expansion bolts i / y / 4 by i/2 in.long sheet meta screws installed in the vertical axis at the ih conjunction with steel nuts and washers. As an center of the 1 in.overlap along the perimeter joint of the collar.A formines of m4Mfacturers. I. Wall Assembly-The ] or 2 hr fire-rated gypsum wallboard/stud wall alternate to the Z'Siitape clips,the gaiv steel strips may be formed into min of two and three screws are required for 1 and 2 in.deep collars, 2.Sleevat (Opdesal�The following sleeves may be used: assembly shalt be constructed of the materials and in the manner respectively.Collar to be secured to floor or wall surface(-)with 1/4 ® A•M k Sleav*Nom 6 in. diam (or smaller) Schedule 40 or described in the individual U300 or 0400 Series Wall or Partition Designs P wi to 2 in.and with bottom as installed t Y / 9 D q �- ~� CONDUIT EMT. %'-shape with height in.diam b min 1-1 2 in.ton steel expansion bolts,ore equivalent,in ® ( ) heavkr)steel Pigfe sleeve cast or grouted tine floor or wall asst in the UL Fire Resistance Directory and shall include the following g ( )Leg flmh with Air 0r watt surfaces. T Rating Is i Hr when construction features: of sufficient length to sign annular space.Clips secured to outermost conjunction with steel nuts and min 1-1/4 in. diam steel fender -taste is used., A.Studs-Wall framing may consist of either wood studs or steel wrap strip layer with -steel wire tie prior to insertion in throwgh washers. Anchor bolts to be used with every other anchor tab or as B.NEiti o"k SiWM-Nem 6 in, diam (or smaller) Schedule 40 channel studs.Wood studs to consist of nom 2 by 4 in.lumber spaced opening. Min of three,`Steet support clips to be used, symmetrically described in the following which ever is greater. Two anchor bolts, P (PVC) pipe cast or grouted into floor or Wall 16 in. OC with main 2 b 4 in. lumber end plates and cross braces. LA located, with bottom(fag of clips flush with bottom plane of floor. symmetrically located, required for nom 1/2 in. to nom 2 in. diam yWhen annular space'a(fbund nom 1 pipes. Three anchor bolts, symmetrically located, required for nom as Rush M9ith floor or wall surfaces.T Rating is 2 Hr when PW Steet studs to be min 3-S/8 in, wide by 1-3/8 in• deep channels /2 in. to 2 in. diam pipe in floor b slime s used. spaced max 24 in OC. assembly is 1/4 to 3/4h in., steel support clips are not required. 2-1/2 to 3 in. diam•pipes. Four anchor Bolts, symmetrically located, T bdag is 3 Nh when no sleeve Is used. - B.Wallboard, Gypsum*-Nom 1/2 or 5/8 in. thick, 4 ft wide with 3A B. Fill, Void or Cavity %tetfals*-Wrap Strip-Nom 1/4 in. thick required for nom 3-1/2 and 4 in. diam pipes. For 6 in. diam pipes, METALLLIC oWTLET BOX 3.FiresYp Systerra- a firestop system shall consist of the followirig: square or tapered edges. The gypsum wallboard type, thickness, intumescent elastome% material faced on one side with aluminum anchor bolts to be used with each anchor tab.Retainer tabs to be bent -UNPROTECTlCD A.P � Min 3-3/4 in. thickness of min 4.5 pcf minetat number of layers and sheet orientation shall be as specified in the for 1, supplied in 2 in,, wide strips. Nom 2 in. wide strips tightly 40 deg toward pipe to rock wrap strip layers in position, F_ wool batt imublRhon firmly,packed into opening, a permanent form individual Wall or Partition Design.Diant of circular throw h opening wrapped around nonm�attic pipe (foil side exposed) to fill annular D.Pipe Covering (Not Shown) Nom 1 in. thick hollow cylindrical nq g space around pipe.A milin of one layer of wrap strip is required for nom heavy density(min 3.5 pcf)glass fiber units jacketed on the outside STEEL STUD. so that the wig of the wool is compressed at least 50 pergent, to be 3/8 in. to 5/8 in. larger than outside diam of cable or cable 0i 1/2 in. to 2 in. diam, pipes. A min of two layers of wrap strip is with an all service jacket.When required(see table),min 6 in.length CONDUIT (EMT). P�ddng��i4li rte be recessed from top surface of floor or from)oth bundle. 1required for nom 2-i with pipe covering installed around i e at its egress from the steel STEEL STUD. stabces of motifs requited to accommodate tie squired thickness of C. Fasteners-When wood stud framing is employed gypsum wallboard rk`in,and 3 in.diam pipes.A min of three layers D P 9 P 9 fib material layers attached to studs with cement coated nails as specified in the of wrap strip is requ red for nom 3-i/2 in.and 4 in.diam pipes.Each collar(Item C)on the underside of floor or on both sides of wall Pipe CON IT (EMT). B so"Yrid K MataainnuluSealant-MM 1/4 in. thickness of individual Walt or Partition Design.When steel channel stud framing SECTION A-A layer of wrap strip to bte installed with butted seam with butted seams covering secured to pipe with steel wire ties spaced max 4 in. OC. strtlu►t appUedi in the annulus,flush with the top surface of flour` is employed, -gypsum wallboard attached to studs with Type g in successive layers-triggered.Wrap strip layers securely bound with Edge atpipecovering abutting steel collar to be sealed with a min orwith both a 1.Floor or WaU Assembly-Min 4-1/2 in. thick reinforced lighweight or steel wire or aluminu% foil tape and slid into through opening such 1/4 in. diam bead of caulk or putty(Item 8). res of wall, self-drilling, self-tapping bugle-head steel screws as specified in the normal weight(100.150 pcF)concrete.Wall may also be constructed of that the bottom edge See Pi e and Equipment Coverin -Materials BRGU category in Niarameb icing &Mfg Co,-FB-1000 NS(floors or walls) or individual ,a((or Partition Design. n UL Classified Concrete Stocks*.Diam of opening throw h floor or and are testis on the are flush with the bottom plane of the floor p Covering-Materials ) g ry the ny D 9 g -steel support clip legs.When nom 2 in.to 4 in, Building Materials Directory for names of manufacturers. Any pi e g f8-i Clan Marking of the assembly nfwh ch it isPns�aUed,is equal to the hourly fire ratingll wail to be 1/2 to 5/8 in. larger than the outside diam of through- diam PVC pipe is used'in min 4-1/2 in.thick concrete Hoop the pipe covering material meeting the above specifications and bearing the *Beans the penetrant(Item 2). Max diam of opening is 3 in. may be installed ecc P P UL Classification Markt with a Flame Spread Index of 25 or less lNT VIEW ,1 SIDE VIEW 2. Cables-Individual cable or max 1 In, diam cable bundle installed in See Concrete Block CAZT ca i Y htriloca in the throwgh opening (min zero ng p (CAZT)category n the Fire Resistance Directory clearance at point rnn h and a Smoke Developed Index of 50 or less may be used. -- tlirou h opening with an annular space of min 0 in. (point contact) to for names of manufacturers. pct location)provided t at(1}the inside diam pe (;' 9 g D of the through openf is 1.3 to 1.5 times larger than the outside E.firestop Device*-(Not Shown)-As an alternate to Items A and C ., A ti...;n. :: max 3/4 in.Cable to be rigidly supported on both sides of wall assembly, 2.Through Penetrants-,One nonmetallic pipe or conduit to be centered diam of the pipe, (2 when nom]-1/2, 2, 3,4 or 6 in.diam nonmetallic pipes are used,a rps:T+;ry, ro The following types and sizes of cables may be used: ) 'the annular space between the pipe and the pe (>il y within the firestop system. Pipe a conduit to be rigidly supported on sides of the opening ajt the bottom 2 in.of the through opening is firestop device consisting of a sheet-steel split collar lined with ; ,: '. A. Max ]SO parr No. 24 AWG copper conductor telephone cable with both sides of-floor orrwall assembly. The following es and sizes of coin fetal filled with 9 D 9 intumescent material and provided with steel clips for attachment ' 4 6% polyvinyl chloride (PVC) insulation and jacket materials. When max 9 P Y Wimp strip layers installed foltowin the contour P P ..g 1. 25 pair telephone cable is used,T Rating is 2 hr.When SO to 150 nonmetallk pi or conduits may be used. pa of the pipe and.(3) bottom edges of the wrapstn layers are may be used. Firestop device to be installed on underside of floor or 00 a• pair telephone cable is used in 1 hr fire rated wall,T Rating is 3 4 "A•Poiyvi Chloride(PVC Pipe-Nom 2 in,diam(or smaller)Schedule reliably supported by"e_sha ed steel su ort dip g on both sides of wall in accordance with the accompanying installation ,, :7; hr.When 50 to 150 pair telephone cable is used in 2 hr fir r 40 solid core PVC pipe for use in closed (process or supply) piping cop surface of the co p PP �s anchored to the '=?` a oleo rete floor. In wall assemblies, the sura stir instructions. The firestop device type to be used is dependent upon x?` wall,T Ratin layers p p the wall of floor thickness, the pipe type and nom pipe diam, as �- •.:.;r; '' 3M FIRE BARRIER " a g is 1 hr. y s on the nonmetal. c Pipe are to be installed in the same manner B. Max No. 10 AWG multiple copper conductor Type NM "Rumex" B. Rigid Nonmetallic Conduit+-Nom 2 in diam (or smaller)Schedule used for floor assemblitb but shalt be installed symmetrically tabulated below: t.. :;??; MOLDABLE PUTTY. s I `. Y ( ) 40 PVC conduit installed in accordance with Article 347 of the sides of the watt with t layers both ESIGN RM DRAWN )ice exposed edges of the wrap strip layers flush Mtn Walt Or with the wall surfaces, •'• '• National Electrical Code(NEPA No. 70). Nom Pipe Float Thkns Firestop CWS nonmetallic sheathed cable with PVC insulation and jacket materials. C.Chlorinated Polyvinyl Chloride (CPVC) Pipe-Nom 2 in. diam (or Minnesota Mining 4 k Mfg.Co.-FS-195+ Pi T Diam In. In. Device 9 M Type HEC Wften Type NM cable is used, max T Rating is 1-1/2 hr. smaller)$OR17 CPVC pipe for use to closed(process or supply)piping C. Fill,Void or Cavity M%tiats*-Caulk-Min 1/4 in.diam continuous VC,ccPVC or CPVC, 1-1/2 2-1/2 PPD 1.5 or PPD 150 KED RM C. Multiple fiber optical communication cable jacketed with PVC and ' systems. bead applied to inside,>halts of through opening prior to installation ABS,ccABS or FRPP(a) havi a max outside diam of 5/8 in.When fiber optic cable is used, 3 Firestop System-The details of the firestop system shall be as follows: of steel su ort cU s OWG.No. P p PP P %d/or wrap strip,Caulk bead to be recessed 1 PVC,ccPVC or CVC 2 2-1/2 PO 2 or PPD 200 2004020-1 D 1 \ I max Rating is 2 hr. i A, Patddng Material-Nom 2 in.thickness of min 4 pcf mineral woo(batt in. from the bottom pl%ne or floor. In wall assemblies, caulk bead to ABS,ccABS or FRPP(a) D. Max 12 AWG multiconductor (max seven conductors) power/control insulation or ceramic(alumina sftica)fiber blanket firmly packed into be recessed 1 in. fromi wall surface on both sides of wall. In floor PVC,ccPVC or CVC 3 2-1/2 PPD 300 ,)COB No, 3M'FIRE BARRIER cable with cross-linked polyethyylene ((XLPE) insulation and XLPE or opening as a permanent form.Packing material to be recessed from assemblies,a nom 1/2 an.thick coatis of caulk is to be applied to PVC,ccPVC or CPVC 4 2-1/2 PPD 400 2004020 MO' ABLE PUTTY. 1 OR 2 HOUR FIRE RATED PVC jacket materials. When multiconductor power/control cable is top surface of floor or both surfaces of wall as r uired to accommodate 9 P eq the top edges of the wimp strip layers and to fill all gaps at the wrap P8 1.1/2 4.1/2 PPD 150 §GALE AS-NOTED GYPSUM WALLBOARD ASSEAiBLY. used,fur c T Rating is 2 hr. 11 the required thickness fill material, strip/concrete interfac ,In wall assemblies,the exposed edges of the PB 2 4-1/2 PPD 200 E. Max Four conductor with ground No.2 AWG(or smatter)aluminum SER B.Fitt Void or Cavity Matetiai*-Caulk-Min 1/2 in, thickness of Fill wrap step(ayers and (gaps at the wrap strip/concrete interface he PVC,ccPVC or CPVC, 3 4.1/2 PPO 3 or PPD 300 ATE cables with polyvinyl chloride insulation amd jacket materials. material applied within tate annulus,flush with top surface of floor or both sides of the wall on ABS,ccABS or FRPP(a) 3. Fitt, Void or Cavity Materials*-Caulk or Putty-Caulk or putty fill with both surfaces of wall tto be coated with thin layer of caulk. 051 82004 material installed to completely Fill annular space between cable and Minnesets Mining&Mfg Co.-CP 25WB+ Minnesota Minis PB 3 4.1/2 PPD 300 A Mfg. Co.-CP 2SW8+ gypsum wallboard on both sides of wall and with a min 1 4 in.diam bead 'Bearing the UL Classification Markt Bearing the UL Classification Marking VC,ccPVC or CPVC, 4 4-1/2 PPD 4 or PPO 400 f ABS,ccABS or FRPP(a) 4 4.1/2 PPO 400 / r-9 ++Bearing UL Listing Motile VC 6 4-SJ2 PPO 6 o caulk or putty applied to perimeter of cable(-)at its egress from each side of the wall (a)-Requires use of aluminum tape detailed in Item 3E. Minnesota Mining b Mfg. when Putty, CP 25WB+ Caulk. b -Requires use of pipe covering detailed in Item 3D. (Note:L Ratings apply only when Type CP 25WB+caulk is used.) Minnesota Mining&Mfg.Co. 'Bearing the UL Classification Marking ++Bearing the UL Listing Mark • 1 . *Bearing the UL Classification Mark §HT 2 OF 3 r 11 i r�•. - -- �,. , ,_-..:• •w. .--.,: _ ,,•«,- A "<•s.. , .....m;r": ,.P,, .esus .*.. . - _..._.- J..t -. �. 11 f I i LLI i- O Syste No. C-AJ-5001 I System No. W-L-5039 (Forme y System No, 91) System No. W-L-5001 System No. W-L-5002 , F Ratings-1 and 2 Hr (See Item 1) r-. 1 F Ratings-1-1 , 2 and 3 Hr See Item 4 System No. W-L-5009 T 9 ( ) (Formerly System No. 147) (Formerly System No. 147•C) System No. C-AJ-.b,022 Ratings-3/4, 1 and 1-1/2 Hr (See Item 2) T Ratings-D, 1/2, 3 and 1 Hr (See Items ]A and 4) (formerly System No.'566) ! F Ratings-1 and 2 Hr (See Item 1) F Ratings-1 and 2 Hr (See Item 4) (Formerly System Nib• 488) L R tin At bient-2 CFM per ft F Rating-2 Hr 9 P q T Ratings-3/4, 1 and 1-i/2 Hr (See Item 3)) T Rat�ngs-1 and 2 Hr (See Item 4) F Rating-2 Mir L Rati g At 400 -less than 1 CFM per sq ft T Rating-1/2 Hr L Rating At Ambient-2 CFM/sq ft l Rating At Ambient-2 CFM/sq ft (See Item 48) L Rating At Ambient-less than 1 CFM/sq ft T Rating-2 idir lA) L Rating At 400 F-less than 1 CFM/sq ft L Rating At 400 F-less than 1 CFM/sq ft (See Item 48) L Rating At 400 F-less than 1 CFM/sq ft A - - -A 2 A �-,` 11- 7 X___1 A B I - - ,A A ie4 ,y�- , 1_�� (Sit.- I ----. /_ I 4A) 4Ar. JM19 I - - I B ```�� I 6 ._ .. . :..r @)_ ) . 2 " 4 .4 ! . . q �: , . ,1) Le� 1\ . . .4.. J , I ." Z 11 -r _"` ,a)-E-\-- V _ : . /J,. ,s ' � 2 " SIJ COY - --- I / /-I,� � `) 5 r • �11 L_ A _ F-- _ _k , �:� �A I �A 18I i - a I i 3 -..AFCTION AA SECTION A-A L,. - 5 45 U A I 1. Floor or Wall Assembly-Min 4-1/2 i in, thick lightweight or normal or Wail s SECTION A-Ai SECTION A-A weight(100.150 pcf) concrete.Wall m - 0 Assembly- SECTION A A ], Flo9r y in 2-1/2 in. thick reinforced lightweight or _ * `B'y also be constructed of any UL norfital weight 100.150) f concrete. Wall may also be constructed of UL Classiff d Concrete * ]. Wall Assembly-The 1 or 2 hr fire-rated gypsum wallbgmrd/stud wall 1. Wall Assembl -fhe 1 or 2 hr fire rated gypsum wallboard/stud watt Classified Concrete Blocks". Dram a ctilpe s opening to a max 3/4 in. W any Stocks*. diam of opening is 18 in. A larger than outside diam of insulated Piipe such that max annular space 1.Wall Assembly-The ] or 2 hr fire-rated gypsum wallboard stud wall ` (� §ee Con Blocks(C ZT tate o in the Fire Resistance Directo assembly shall be constructed of the materials and irh the manner assembly shall b e constructed of the materials and in the manner between insulated pipe and edge of gjpening is 3/8 in. Max diam of assembly shalt be constructed of the materials and in the manner 9 ry Directory described in the individual U300 or U400 Series Wail or Pa_frtition Design described in the individual U300 or U400 Series Wall or Partition Design SECTION A•A (floe names o manufact rs. opening is 7 in. specified in the individual 0300 or 0400 Series Wall or Partition Designs in the UL Fire Resistance Directory and shall include tthe following in the UL Fire Resistance Directory and shall include the following See Concrete Blocks CAZt tate o 1A.Ste*(Sleeve-Optional, t shown)-Nom 10 in.(or smaller)Schedule 1.Wall A embty-The fire-rated gypsum wallboard/stud wall assembly ( ) 9 Poy in Fire Resistance Directory for in the UL Fire Resistance Directory and shalt include the following l 10 t(Ar heavier) steel steev cast or grouted into floor or watt assembly. construction features: construction features: shall b onstructed of the materials and in the manner described in the names of manufacturers. construction features: Sleeve may extend a max f 2 in. above of floor r . . A. Studs-Wall framing may consist of either wood situds or steel A. Studs-Wall framing may consist of either wood studs (max 2 h Fire in he UL Fire 2. Nonmetallic Pipe-Nom 4 in. diam (ofr smaller Schedule 40polyvinyl A.Studs-Wall framing may consist of either wood studs or steel Y top o o beyond either channel studs.Wood studs to consist of Rom 2 b 4 in. Y lumbers aced rated assembtias or steel channel studs. Wood. studs to consist of individ l U300 or U400 Series Watt and Partition Designt ) 9 Y surface of wall.a Rating I 0 Nr when sleeve le used. P ) Resists a Directory and shall include the Following construction features: chloride(PVC)pipe centered in circularrtthrough opening.Nom 2-1/2 in. channel studs.Wood studs to consist of nom 2 by 4 in.lumber spaced 2.Threqugh Penes ant-Nam in. diam or smaller T e L or heavier 16 in. OC with nom 2 by 4 in: lumber end plates andj cross braces. nom 2 by 4 in, lumber spaced 16 in.OC with nom 2 by 4 in.lumber -W framing nconsist of either wood studs or steel to nom 4 in.diam pipes may be used ( in Closed rocs,,or su t 16 in.OC.Steel studs to be min 3-5/8 in,wide and spaced max 24 in, ( ) YP i ) A.Stu alt g ay yn Y (P PP Y) cop+er pipe,no 12 in.di (or smaller service weight(or heavier)cast Steel studs to be non 3 5/8 in. wide by 1-3/8 in. ofeep channels end plates and cross braces.Steel studs to be mm 3-5/8 in,wide byi in systems.Nom 2 in,diam or sin sur ply) max 24 ui.OC. 1-3 8 in. deep channels s aced max 24 in. OC. chs e(studs.Wood studs to consist of nom 2 by 4 in,lumber spaced piping Y ( later)pipes may be used in c osed OC. i iron soil pipe, nom 12 in. am(or smaller Class 50 or heavier)ductile / P / ) n&j systems.Pipe rigidly supported Y / q iron pressure ipe or no 12 in, diam or smaller) Schedule 10 or B.Wallboard, Gypsum*-Nom 5/8 in, thick, 4 it wide +With square or B. Wallboard, Gypsum*-Nom 5/8 in. thick, 4 it wide with squared or 16 i OC.Steel studs to be min 3-5 8 in.wide and spaced max 24 in. or vented(drain,waste and vent pip{ 8.Wallboard, s.The ypsNom 5 8 in. thick, 4 ft wide with s ware er 1 ( OC. on both sides of floor or wall assembl tapered edges.The gypsum wallboard type,number of layers,fastener he*yier) steel Ape center in the opening and rigidly supported on tapered edges. The gypsum wallboard type, thickness, number of tapered edges- The gypsum wallboard type, thickness, number of *- 8 in. thick sum 3. Pipe Covering*-Nom 1 in, thick holtY�' i type and sheet orientation shalt be as specified in the individual Wall P 9 9 Y PD d B. Wal osed, Gypsum Two :layers of nom 5/ gypsum RAv cylindrical heavy (min Y bottb sides of t e floor or all assembl - layers,fastener type and sheet orientation shall be as sipecified in the layers,fastener type an sheet orientation shalt be as specified in the g Y root aid, as specified in the individual Walt and Partition Design. 3,5 pc glass fiber units jacketed on; the outside with an all service and Partition Design.Max diam of opening in wallboard layers is 8.1/2 3, p{pig Covering' 1/2 o 2 in.thick hollow cylindrical heavy density individual U300 or U400 Series Design in the UL Fiire Resistance individual U3C0 or U400 Series Design in the UL Fire Resistance a 9 j giietal fastener or facto -a lied mti9.3.5 cf lass fiber Its i Directory. Max diam of opening is 14-1/2 in for wood sstud walls and Directory. Dia of opening cut in g psum wallboard layers on each side of wall j tf ,Lon itudinal oints sealed with ry pp in. ' ( P ) ) on the outside with an all service y t,Longitudinal 18 in. for steel stud walls. 2. Pipe-Nom 4 in. diam(or smatter)Schedule 10(or heavier)steel pipe or ass bly (concentric with pipe, Item to be ]/2 to 3/4 in. larger self-sealing lap tape. Transverse joints seated with metal fasteners or The hourly F Rating of the firestop system is equal to the hourly fire i jaclFR g inal joints 'led with metal fasteners or factory-applied tha outside diam of pipe:insulatidn Item 3 such that, when with butt strip tape supplied with the roduct. ratio of the wall assembl. setf sealing lap tape. Iran erse joints secured with metal fasteners or The hourly F Rating of the firestop system is 1 hr when installed in Type L(or heavier) copper pipe.A max of one pipe is permitted in the P P ( ) See Pipe and Equipment Coverin 9 / in in a 2 hr system.Fi a to be installed near center of stud coots width and inst led, a 1/4 to 3/8 in, annular space will be present between the Pk-Materials BRGU) category in 2.Metallic Pipe-Nom 4 in. diam (or smaller) Schedule 10 (or heavier) witlo butt strip tae su l d with the product. a i hr fire rated wall and 2 hr when stalled f✓tre rated wall. firestop syste p Y Buildin Materials Directo for n p p p p yp ( ) pp p p b P P PP P * 2.Through Penetrants-One metallic pipe or tubing to be c to be rigidly supported on both sides of watt assembly. pip nsutation and the gypsum wallboard around the entire circum• 9 ry alines of manu acturers. Any i e steel i e or T e l or heavier co er tube. One i e to a installed §Re Pipe a d Equipm t Covering-Materials (BRGU) category in 9 P P 9 @ntered within 9 "PI y fere a of the o enin . Max diam of o enin is 4 in. covering materials meeting the aboyt a specifications and bearing the either concentrically or eccentrically within the firestop system.Pipe to >• guildrng Ma rials Dire o for names of manufacturers. An pipe the firestop system.Pipe or tubing to be rigidly supported]on both sides 3. Pipe Covering --(Optional)-Nom 1 in. thick hollow cylindrical heavy P 9 P g UL Classification Marking with a Fla e Spread Index of 25 or less and be ri idi su oiled on both sides of wall assembl , Ld 1overin ma eriat met ry Y P P of wall assembly. The Following types and sizes of mettaltic pipes or density min 3.5 pcf lass fiber units jacketed on the outside with an all 2. Coppe Pipe-Nom 2 in. diam,(or smaller) T)rpe L (or heavier) copperq� p ci'� 9 e g the above specifications and bearing the P P y 9 j r factory- pipe. ax of one pipe is permitted in the firestop system. Pipe to be a Smoke Developed Index of 50 or toss may be used, 3.Pipe Covering'-Nom 1/2 to 2 in.thick hollow cylindrical heavy density I UL Classifica ion Markin with a Flame Spread Index of 25 or less and tubing may be used: service jacket.longitudinal joints sealed with metal fasteners o acro y 3A. Pipe Insulation-Plastics-As an alter rn P A. Steel Pipe-Nom 12 in, diam or smaller Schedule or heavier applied self-sealing la tape.Transverse joints sealed with metal fasteners install near center of stud cavity width and is to be rigidly supported P %hate to Item 3,nom 5/8 in.thick (min 3.5 pcf).glass fiber units For 1 hr rated assemblies, nom r u is to j � Smoke De eloped Ind of 50 or less may be used. p ( ) � ( ) PP 9 P D I Th r on bo sides of wall assembly. acrylonitrile butadiene/polyvinyl ch4{or(de (AB/PVC) flexible foam � ]•]/2 in. thick cylindrical heavy density(min 3.5 pcf) glass fiber units 4. Fire*top Syste -The det Is of the firestop system shall be as follows: steel pipe. or with butt strip tape supplied with the product. a max annuls space - - m n thick ac lonitrite butadiene Furnished in the form of tubing with skl{h may be used on nom 2 in,diam for 2 hr rated assemblies,jacketed on the outside with an all service B. Copper Tubing-Nom 6 in. diam (or smatter) Type 4 or heavier between the pipe coveringand the circular cutout in the sum 3. Pipe I ulation Plastic# No 5/8 i . t c ry / Y A. 1Pracking Ma eriai-Min in.thickness of firmly packed mineral wool ( ) r l 9YP of i t chloride (AB/PVC) flexible Foam supplied in the Form of tubes (or smaller) pipes. I jacket.Longitudinal joints sealed with metal fasteners or factory-applied M biatt insula(on used a a permanent form. Packing material to be copper tubing. wallboard layers on each side of the wall shall be 3/16 in. P i be sized o outside diam of co er i e. See Plastics(OMFZ2)category in th%a ry C. Copper Pipe-Nom 6 in.diam or smatter Regular or Equipment C v rin -Materials BRGU category in with . Pipe insula(on to t PP P P Recoggnized Component directory SSL tape.transverse Joints secured with metal fasteners or with butt tape V,j 0 riecessed fro top surfs of floor or sleeve or from both surfaces of PP P ( ) 9 ( Meavier)copper See Pipe and o e g ) 9 Y Se lassies OMf22 tate o in the Reco nized Component-0irectory for names of manufacturers.Any Recognized Com Component tube insulation supplied with the product.The annular space between the insulated pipe ^ �' wall as requ red to acc modate the required thickness of caulk fill pipe. Building Materials Directory for names of manufacturers. Any pipe ( j category ni g m onent i e insulation material meeting the above spe D and the edge of the through opening shall be min zero in. (continuous . .0: C= 1. - ( ) P g*- Y heavy density covering material meeting the above specifications and bearing the fo ince of manufacturers.Airy Recog zed Co p p p ifications and having a UL94 , w -M ,p nyiatenal It m 8 . 3. Pipe Coverin Nom 1 or 2 in. thick hollow c lindrical 11 min f la fiber units jacketed on the outside wit r Index of 2 or less and m fat meeting the above specifications and having a UL94 Flammability Classification of 94•S4 may be used. point contact) to max 1-1/4 in. N B. � , Void o Cavity M erial -Caulk-Applied to fill the annular ( 3 5 pc)glass ) th an all service UL Classification Marking with a Flame Spread I 5 i n of 94- VA may be used. 4. Flt{, Void or Cavity Materials -Wr - Nom 4 i thick The hourly T Rating is 0 hr when pipe covering less than nom 1-1/2 in. Q- ace flush tth the to surface of the floor or sleeve or flush with acket.Longitudinal joints sealed with metal fasteners or ry-applied a Smoke Developed Index of 50 or less ma be used. Ft inability Classification 5 y rap Strip 0 1/ n. th c t , , t s� I 9 l ' %facto y 4. Fill, id or Cavity Materials'-Wrap Strip-Nom 1/4 in. thick intumescent elastomeric material faced on one side with aluminum foil, thick is used. When 1-1/2 in. thick pipe covering is used, the hourly T �- C) i broth surface of wall, en nom pipe covering thickness is 2 in.,min self-sealing lap tape. Transverse joints seated with meta fasteners or 4. Firestop System•-installed symmetrically on both sides of watt assembly. with aluminum foil supplied in 2 in. wide strips. Nom Ratio is 1 hr when installed in 1 hr rated watts.When 1.1 2 in. thick � Iry Nhickness o caulk fill aterial i in fh n n with butt strip tape supplied with the product.When nom lay in.thick pipe The hours F and T Ratios of the firestop system are 1 hr when used in intu cent elastomeric material faced on one side t a 22 in. wide strips tightly-wrapped 9 / 0 Z s 2 a nom pipe covering P P Y 9 Ys su p! in 2 in.wide strips. Nom 2 in wide strip tightly wrapped around around insulated Pipe (foil side exp ed) with the top edges butted pipe covering is used in 2 hr rated wall,the T Rating is 1 hr when copper Nhickness is 1.1/2 in.o less, min thickness of caulk fill material is 1 covering is used, the annular space between the pipe cav,erin and the a 1 hr fire rated wall and are 2 hr when used in a 2 hr fire rated wall.The P >-- w r h g pipe i ulation(foil side out)with seam butted.Wrap strip layer securely against the underside of the concrete bor.A min of three layers of wrap tube is used and 1-1/2 lir when steel pipe is used. I. lye. The hourly F and T flogs of the firestop system are dependent circular cutout in the gypsum wallboard layers on each s@fie of the wall details of the firestop system shall be W Follows. i and slid into annular space strip is required for nom 1/2 in and 2 i See Pie and Equipment Coverin -Materials BRGU category in � Q Won the thickness oft floor or wall,the size of pipe,the thickness shall be min 1/4 in.to max 3/8 in.When Rom 2 in.thick pipe covering A. fill, Void or Cavity Materials•-Wrap Stip-Nom i/4 in, thick boun tth steel wire or aluminum foil tape P lir,diam pipes.A min of four layers P9 ( ) 9 ry, W = P P ' s is used, the annular space between the pipe covering arhd the circular intumescent elastomeric material faced on one side ith aluminum appr 1.1/4 in, such that approx 3/4 in. of the wrap strip width of wrap strip is required for nom 2-1/�in. and 3 in. diam pipes. A min the Building Materials Directory for names of manufacturers.Arty pipe lX cutout in the gypsum wallboard layers on each side of the wall shall be foil, supplied in 2 in, wide strips. Nom 2 in. wide strip, tightly protr s from the wall surface. Wrap strip installed symmetrically on of five layers of wrap strip is required For nom 3-1/2 in.and 4 in.diam ten. nn both es of wall. pipes. Each layer of wrap strip to bey instatted with butted seams in F- Q of pipe covering m trial and the size of the annular space(between wra ed around i covering foil side out with seam butted and successive layers staggered.Wrap strip%layers temporarily held in position covering material meeting the above specifications and bearing the IX in PP pipe ( ) UL Classification Marking with a Flame Spread Index of 25 or less and W - the pip covering aterial and the edge of the circular through min 1/2 in, to max 3/4 in, with edge of wrap strip abutting wall surface.Wrap strip temporarily nnesota Mining& Mfg.Co.-FS-195+ ...........____.._._... . a Smoke Developed Index of 50 or less may be used. m ix opening , as shown n the following table: See Pipe and Equipment Covering Materials ((BRGU category in held in position with aluminum foil to min{floor or Max Pip. em PIP* Annutsr Building Materials Directory for names 1f manufactur pe, steel wire tie or equivalent. 5. Fitt, V or Cavity Materials -Caulk-Min 1/4 in, diam continuous with tape.In wall assemblies,the wrap sq la layers are to be installed in 4.Fill,Void or Cavity Materials*-Caulk-Min 5/8 in.thickness of caulk O OJ ahknt tam. C erin Thkns 5 act i Rating T Rating covering material meeting h rs. Any ptppe Minnesota Mining& Mfg.Co.-Type FS•195+ bead plied to leading edge of wrap strip layer (Item 4) prior to the same manner used for floor 'ss y d aplied within annular space Flush with each surface of wall.A min 1/2 in. a i, waw n v 9 g g t e above specifications an� bearinth B. Fitt, Void or C,tvit Materials'-Caulk-Generous bead of caulk inserts of wrap slit 1a r into annular space. After insertion of wrap ._%blies but shall be installs irn. in. In. In. at itr co Classification Marking with a flame Spread Index of 9 e Y P P p p symmetrically on both sides of the wall diam bead of caulk shall be applied to the pipe insulation/ wallboard or less and applied to outer perimeter of wrap strip at interface with watt surface. strip l r in annular space,a nom 1/4 in.diam continuous bead is to be Minnesota Mining&Mf Co.-T' interface at the point contact location on both sides of watt. t-t/ 4 or 1.1/2 1/2 to 2.3/8 2 t a Smoke Developed Index of 50 or less may be used. Minnesota Minin & Mf . Co,-CP 25N S, CP 25WB+. Note: l a plate ,o the wrap slit wall interface and to the ex osed ed a of the 9 g e FS-195+ 4.1/ 4 2 1/4 to 3.5/8 2 1.1/z The hour( T Ratio of the firestop system is 3 4 hr wh 9 9 / ( P P P/ P 9 S. Steel Collar-Nom 2 in. deep collar will 1 1/4 in. wide by 2 in, tong I Minnesota Mining& Mfg. Co.-Type CP 25WB+ 12 1 1 2 to 1.1/2 2 1/2 y 9 p y / �n nom 1 in, i Ratings apply only when Type CP 25WB+ caulk is used.) wrap p layer approx 3/4 in. From the wall surface. anchor tabs and min 3/4 in. long tabs 4 retain wrap p y *Bearing the UL Classification Markin 4.� t2 1 1%2 to 2.3/8 3 t thick pipe covering is used. The hourly T Rating of (the firestop C. Steel Collar-Nom 2 in.deep collar with 1-1/4 in,wide by 2 in,long (nnesota Mining& Mfg. Co.-CP 25WB+. ° p stet Layers. Coils 9 9 12 1/t t 2 to 2.3/8 2 0 system is i hr and 1-1/2 hr when nom 2 in. thick pipte coveringis anchor tabs and min 1/4 in.ton tabs to retain wrap stri layer.Coils #Bearin t UL Reco nized Com onent Markin of precut 0.016 in,thick(30 gauge)gaivf.sheet available from wrap strip 2.1 / used with 1 hr and 2 hr fire rated watts, respectively. / 9 p P Y 9 9 p 9' manufacturer. As an alternate, collar in , be field-fabricated from min Minn sots Mini &Mfg. Co.-CP 25WB+, of precut 0.016 in. thick (No. 30 gauge) gals sheet steel available •Bearing UL Classification Marking 0.016 in.thick(30 gauge)gals sheet ster�(in accordance with instruction 4, Firestop System-lnstalted symmetrically on both sides of vivall assembly. from wrap strip manufacturer. As an alternate, collar may be sheet supplied b wra esti manufactur *Bednring the U Classifica n Marking The details of the firestop system shalt be as follows: field-fabricated From min 0.016 in, thick (No. 30 gauge) gatv sheet t bent outward 90 degrees,wrapped ti around around wrap strip layewith rs with A. Fill, Void or Cavity Materials*-Wrap Strip-None h/4 in. thick steel in accordance with instruction sheet supplied by wrap strip min 1 in. overlap at seam.With steel cglar anchor tabs pressed tightly t intumescent elastomeric material faced on one side witch aluminum manufacturer. Steel collar, with anchor tabs bent outward 90 deg, against floor or wall surface, compress 4ollar around wrap strip layers �1 foil,supplied in 2 in.wide strips.Nom 2 ir,wide strip ti 'htly wrapped wrapped tightly around wrap strip layer with min 1 in, overlap at using a min 1/2 in.wide by 0.028 m. tihitk stainless steel band clamp . around pipe covering (foil side out) with seam butte, Wrap strip seam. With steel anchor tabs pressed tightly against wall surface, layer securely bound with steel wire or aluminum Foil with worm drive tightening mechanism oat the collar midheight. Secure gape and slid compress collar around wrap strip layer using a min ]/2 in wide by in tong Q collar to floor or wall surface with 1/4 i diam. min 1-1 2 o into annular space a y g , m. d a by / 9 p pprox 1-1/4rn such that approx 3y/4 in. of the 0.028 in,thick stainless steel band Clamp with worm drive tfgtit#ifng \ anchor bolts ore equivalent,in con wrap strip width protrudes from the watt surface. One l y p g gypsum wallboard steel q 1Wnction with min 1-1/4 in.diam l(layer of wrap mechanism at the cellar midhei ht.Secure collar to ,, it strip is required when nom 1 in. thick pipe coverin i steel fender washers.Four anchor bolts, symmetrically located, required t P P gj is used. Two with 3/16 in diam steel toggle bolts (5/8 in. or 1.1/4 in. grip) in CK W 1 layers of wrap strip are required when nom 2 in,thicitfor nom 2 in. diam pi Five anchc}jr bolts, s mmetrically located, Volpe(pipe covering conjunction will min_1•]/4 ed diam Final st-p7bewashers. four tner a bolts "" - fpr rrow t-1gold 3 in. cdiam pipes. Six anchor bolts, is used. required,symmeCrically located.As a final step bend tetafiner tabs 90 ,w, 3-1/2 and 4 in. diam pipes.As Ik �� Mfg.Co.-FS-195+ deg toward pipe covering to lock wrap strip layer fin position. -,;,' s 0 B. Fill,ifefif or Cavity ateriats•-Caulk-Min 1/4 in,diarm Continuous 'Bearing the UL Classification Marking � t „;: ;. koward pipe to lock wrap strip• `eh..- A<. Vin:- (tion ' 6. Fitt,Void or Cavity Materials*-Caulk- bead applied to the wrap strip/wall interface and to the eAxposed edge -:; Y •-(Generous bead of#sulk applied ® D-r O of the wrap strip layer approx 3/4 in -from the wall suri{ace. to outer perimeter of wrap strip at interF�e with floor or wall surface and � � W 0 .. Minnesota Mining& Mfg. Co.-CP 25WB+, -- � i *Bearing the UL Classification Marking to perimeter of pipe insulation at its a cess from the wrap strip layers. Minnesota Mining & Mfg, Co,-N P9WB+ W � CQ 'Bearing the UL Classification Marking Design No. 0425 0 44 F 02 (For Exterior Walls, Ratings Applicable < � 0 , a Ca cc For Exposure To Fire On Interior Face Only, ps,, (See Items 4 and 5) I- CRASS-SECT10NA1 Vl�lit Bearing Walt Rating-45 Min, 1, 1-1/2 or 2 HR. if� `'a � W p _ System Mo. W-L-5040 Syste_ No. C•AJ-5080 F Ratings- 1 and 2 Hr (See Item 1) F atng--2 Hr T Ratings-1/4, 1/2 and 3/4 Hr (See Item 2) T ating--0 Hr (See Items 2 and 4) r n z �I v I 2 V / 4 1A) �A 2 �., � � w l I INTERIOR WALL �z� 1 •� V-4 W 0 - F >A �f4,). I B 1 System No. C-AJ-5•,119 4 7 2 &J W 0 %far �� '�� F Rating-2 Hfr LW . .10• '„O0: - o° %� - -, . + ; er. T Rating-1/2 ilii o �_ s o. __..._w . 1000... . • , of(,�• � }' . I ("', �; A - ( !t.� % W..J , a • 'p �[ u - ;;112..-... ,..,-.;I'.":":... . .,-.-..-.. Y--__ __...__-11 - t 3 f _ C �r// %/�� r j .C) p 11 �yr . -- 6 .. f-_,.-,�yam i/ ,�--�%` 2 --.{1�.. r�'___ / ' . �,/ l-_,A SECTION A-A - 7 HORIZONTAL SECTION • sq �-'WI r or Wall Assembly- '' 4 '' `ir I, . `_ 1. Steel Floor and CeiUn Tracks- Not Shown To and bottom tracks of ' I •• >(� ") i. FllRo at w i y- "2-1/2 in. thick reinforced lightweight or 1 9 ( Shown)-Top e -- nor a ght(100-]50 pc concrete. Wall may also be constructed of .,, ••, f. . wall assemblies shall consist of steel members,min No. 20 MSG (0.0329 UL Classified Concret Blocks*. Max diam of opening is 7-1 2 in. .." in., min bare metal thickness)steel or min No. 20 GSG(0.036 in. thick) a MY, P 9 / ,a, . MY, Concrete Block C 3 ( )category in the Fire Resistance Directory gals steel or No. 20 MSG (0.033 in, thick) primed steel, that provide a 5 SECTION A-A (for names of manufact n• sound structural connection between steel studs, and to adjacent 1-..._ - 13 assemblies such as a floor,ceiling,and/or other watts.Attached to floor I.Wall Assembly-The 1 or 2 hr fire-rated gypsum wallboard/stud wall 2. eltNh r concentrically One tante pipe,conduit or tubing s be installed g �4 y eitiher concentrically e a ly supported within the firestop system. Pipe, S and ceiling assemblies with steel fasteners spaced not greater than 24 in. � assembly shall be constructed of the materials and in the manner cd}{iduit or tubing to be ri lay supported on both sides of floor or wall A � O.C. Fire Protection Products specified in the individual U3,30 or U400 Series Walt or Partition Designs as%s embly. The following and sizes of metallic pipes, conduits or in the UL Fire Resistance Ciirectory and shall include the following tulbing may be used: 2. Steel Studs-Corrosion protected steel studs, min No. 20 MSG (0.0329 in., min bare metal thickness)steel or min 3- 1/2 in. wide, min No. 20 / construction features: A,.dteel Pipe-Nom 4 in. am (or smaller) Schedule 10 (or heavier) GSG (0.036 in. thick) gatv steel or No. 20 MSG (0.033 in, thick) primed / A.Studs-Wall framing may consist of either wood studs or steel tool pipe. 1. Floor or Wait Assembl -Min 4-1 2 in. ' p Assembly-Min / thick reinforced lightweight g steel, cold formed, shalt be designed to accordance with the current L 1 B �I � / g,.iionduit-Nom 4 in,diam'or smaller)steel electrical metallic tubing normal weight(100.150 pc concrete.Wfatl may also be constructed of / � channel studs.Wood studs to consist of nom 2 by 4 in.lumber spaced g twei ht or 16 fit,OC.Steel studs to be min 3-5/8 in.wide and spaced max 24 in. ,or steel conduit any UL Classified Concrete locks*. M editionbof the Specification for the Design l Cold-Formed Steel Structural diam it opening 8 in. OC. C. (Copper Tubing-Nom' in. diam (or smaller) Type L lar heavier) See Concrete Block (CAZT) category tin the Fire Resistance DirectoryMembers by the American Iron and Steel Institute. All design details 8, Wallboard, Gypsum*-Nom 5/8 in. thick, 4 ft wide with square or cropper tubing. for names of manufacturers. enhancing the structural integrity of the wall assembly, including the February 7,700ti tapered edges.The gypsum wallboard type, number of layers:fastener D.,Kopper Pipe-Nom 3 diam(or smaller)Regular(or heavier co r 2.Slee(Sleeve-Optional)-Nom a in. di axial design load of the studs, shall be as specified by the steel stud PDe t'i m or smatter)s slate Schedule type and sheet orientation shall be as specified in the individual Wall i e. ( ( ) le 10(or YP P heavier) steel sleeve cast or grouted inti floor or watt assembly. designer and/or producer,and shall meet the requirements of all applicable i and Partition Design. Dian,of opening in wallboard layers t be I in. 3. Pi' Insulation-Plastial#-Nom 1/2 to 3/4 in. thick acrylonitrile 3.Through Penetrants-One metallic pipe,cor tubing to be installed either local code agencies. The max stud spacing of wail assemblies shall not Nit'�t°rr Met', larger than outside diam o pipe ( ) badiene/polyvirryl ch to a{AB/PVC) flexible foam furnished in the concentrically or eccentrically within t{{la firestop system. Penetrants exceed 24 in.OC(or 16 in,OC-See Item 5t).Studs attached to floor and Coosial Constructivo Prwucb bpening in wallboard layers is 7 in. forim of tubing. An ann space of min 1/4 In. to max 1-1/4 in. is rigidly supported on both sides of floor cbr wall assembly.T ceiling tracks with 1 2 in. ton T 1901 West Grace 56 The hourly F Rating of the 1°treetop system is i hr when installed in te (uired within the firest ,/stem, types and sizes of metallic pipes or tub( he following 9 / g Type 5-12 steel screws on both sides of A. Steel Pie Nom 4 in.diam s may be used: studs or by welded or bolted connections designed in accordance with Tampa,T•L al6rry a iihr fire rated wall and 2 hr when installed in a 2 hr fire rated wall. dee Plastics(OMFZ2)c ejory in the Plastics Recognized Component P - (or smaligirl Schedule 5(or heavier)steel the AISI specifications. P" (413)249.89-t9 2.Through Penetrants-One metallic pipe or tubing to be installed either i0iredory for names o manufacturers. Any Recognized Component pipe• concentrically,or eccentricattirwithin the firestop system. Pipe or tubing [pipe insulation materia eeting the above specifications and having 8. Iron Pipe-Nom 4 in. diam (or small 3. lateral Support Members-{Not shown}-Where required for lateral to be rigidly supported on both sides of wall assembly. The following 9 kr)cast or ductile iron pipe. support of studs, support d DeatRon! 9 y PP y g 2a UL 94 Flammability ssification of 94-5VA may be used. C. Copper Tubing-Nom 2 in. diam PP pport may s provided ed by means of steel straps, types and sizes of metallic pipes or tubing may be used: sto 5 y coir smaller) Type l (or heavier) steel stud or other similar means as s P l 5 4. Fid P System-The fir p system shall consist of the following: copper tube. specified in the design of a particular T11hs leiter fa hr rtsritinse to fhb ftrestopping sppiltatlon drat A.Steel Pipe-Nom 4 in. diam (or smal er) chedule 10 (or heavier) A,.Ifilt, Void or Cavity terials'-Wrap Strip-Nom 1/4 in. thick D. Copper Pipe-Nom 2 in.diam(or smajjter steel stud wall system. you have described bW,jw: steel pipe.When steel pipe is used,T Rating is 3/4 hr. (intumescent elastomer rateriat faced on one side with aluminum Pipe, )Regular(or heavier)copper 4. Wallboard, Gypsum*-Gypsum wallboard bearing the UU Classification B. Copper Tubing-Nom 4 in. diam (or smaller) Type l (or heavier) Moil, supplied in 2 1 wide stri s. One nom 2 in. wide strip 4..Tube Insulation-Plastics++-Nom Marking as to Fire Resistance. Applied vertically with joints between Project; Key West Naval Air Station-Hactielors OMwrs quarters copper tubing.T Rating Is 3/4 hr for copper tubing o nom 2 in. ti fist -ora ed around ' p P ac t -3/4 in: thick (or thinner) �••--- t Q Y PP De insulation with the foil side exposed and ry onitrile butadiene/polyvinyl. cht ride layers staggered. Outer layer of 3 layer construction may be applied 0 diam and smatter.For copper tubing greater than nom 2 in.diam, ,slid into through open such that the top edge is flush with top furnished in the form of tubing.The ann lar s (AB/PVC) flexible foam horizontally. The thickness and number of layers and percent of design Coocnator:Lbrti[ie4 tnsvietiwi-Tampa •T Ratio is 1 4 and 1 2 hr when installed in 1 and 2 hr rated walls, pace between the insulated g i / surface of floor or exte wig a max of i in.above the top surface of pipe or tube and the edge of the throw openingshall be min 3 4 in. toad for the 45 min, ] hr, 1.1/2 hr and 2 hr ratings are as follows: i•+-j respectively. ifloor.When insulated p is installed in through openings with a max to max 1-5/8 in, / �--3 C.Copper Pipe-Nom 4 in.cliam(or smaller)Regular(or heavier)copper annular space betwee insutated pt and the periphery of the See Plastics(OMFZ2)category in the; Interior Waits pe FPlasNcs Recognized Component R<>fstLEftAC:Yll4tftLfllf.11, pipe. T Rating is 3/4 hr for copper pipe of nom 2 in. diam and copening of 1/4 to 3/8 ,the wrap strip layer may be secured in place Directory for names of manufacturer Wallboard Protection smaller,For copper pipe greater than nom 2 in. diam,T Rating is ,with pressure-sensitive it tape.In sit other situations,the wrap strip tube insulation material meeting the above Any and having Both Sides of Wall ix - PenatraNng Itonv(a)r 1•l/4"PVC from tub 1/4 and 1/2 hr when installed in 1 and 2 hr rated wall respectively. flyer shalt be secured piace with min No. 18 gauge gale steel tie a UL 94 Flammability Classification o 94-SVA may be used. Number of layers and Thickness Percent of CL 3, Pipe Insulation-Plastics#•-Nom 3/4 in.thick acrylonitrile butadiene/ ,wire.In wail assembii the wrap Strip layer is to be installed on the 5. Firesto System-The details of the fir Ratio of Boards in Each Layer Design Lead AstemblyT'enstratedi Min 4.1/2"thick rAeicrete floor polyvinyl chloride (AB/PVQ flexible foam furnished in the form of insulated i P y %to system shalt be as follows: 9 9 i pipe in the s manner used for floor assemblies but shall A. Packing Material-Min 4 in.thickne P p / [DESIGN DRAWN tubing. The annular space between the insulated pipe and the edge of {be installed symmeOf y on both sides of the wall. s4s of min 4 cf mineral wool batt 45 min "1 layer,1 2 in.thick 100 Opening bite:8"x tG* Illupr lta►tlp u1rW:1 Iris the through,opening shalt be min zero in. (point contact)to max 1.1/4 Minnesota Mining fg.Co.-Type FS-195+ insulation firmly packed into openin as a permanent form. Packing i hr *1 Iyer,5/8 in.thick 100 - material to be recessed from top surf of floor or from both surfaces 1-1/2 hr "2 la layers, 1 2 in.thick 100 RM CWS fy g Req in. B,•sPacking Material-Mi in,thickness of min 4 pcf mineral wool batt of wall as required to accommodates the required thickness of flit 2 hr *2 layers,5/8 in.thick or t 80 (CHECKED material. '3 layers, 1/2 in.thick 100 RM 3M filer linerler•M.atari»h 1'iR:sorrier Murtar,FS-.195+wrrpiStrip System No. W-L-5040 -Continued sulation tightly ac into opening as a B. Fill, Void or iM g y p p nq permanent form. Packing Cavity Materials•-Cain-Min 1/4 in.thickness of fit{ "2 layers,3/4 in.thick 100 See Plastics#(OMFZ2)category in the Recognized Component Directory 'Material to be recessed to top surface of floor or from both surfaces material applied within the annulus, y / sh with to surface of floor or OWG.No. g f wall as re with both surfaces of watt. P Ratio s applicable 2004020-1 D2 Syvelel CenrlrlrrrtHoui Tsui cruinber of pensuntlons: t. install 4"evicts alum ups(sticky skit nut so It can slider,, for names of manufacturers.Any Recognized Component tube insulation di quired tp ccommodate the required thickness of fill Mi i 9 to assemblies serving as exterior watts where Classified _ Piro)ervund each plastic pipe such:that 2 In.of the tape extends below Orb Woom plane of tine(Ivor. Ies►all one wntp material meetingthe above specifications and having a UL94 rMaterial. Minnesota M nine& Mfg, Co.-Cfjr 25 WB+ fire resistive gypsum sheathing type wallboard is substituted on the exterior JOB No. of 2"wide l,S-I95+Wrup/St,ip around philia pipe,projeodns a max In"btyolid tart livtw-of die Govt.Secure die Flammability Cla ification of 94.5VA may be used. C. {dill, Void or Cavity scat'-Caulk-Min 1 in. thickness of fill *Bearing the UL Classification Marking face, 2004020 Materials*-Caulk-Min 5/8 in. thickness of caulk rMaterial applied withi annulus, flush with top surface of floor or ++Bearing the UL Recognized Componenit Markin wrap i roil 1 r Cavity M 9 SCALE .e with q.iCb tie ror r r Void o i p� s wire u filament tape. Cut to At■sits.28 8au8e sheet natal Baal wound the 4. Fill, Y y, / wtactrnting items and place the darn et Cho bottom orthe slab,Anchor dant to widersWe of itoorusin of)proved applied within the annular spare, flush with scar`surfacepi of insulation/ 0tappl do to edge bl p min 1 4 top diam bead of caulk shall _ AS-NOTED f caulk shall be a pipe / 9 D stet on the to surface of floor and on &W P m bead o PP diam ATE 05 18 2004 1:V1.itirelC anl•IiVfS. .PWr$4 in 1)1in a Ot of.bf(Y1ar f}On1 clic 1/2 th surfaces-of wall bl � p p topatde arwrnl the DrOteated penetratidg iterri8. t.eave wallboard interface at the point contact location on both sides of watt tf?° Y• Minnesota Mint nnqq Mfg. Co.-CP 2SW8+ ricer;niece%Ju►s iuptacc. . Minnesota Mining & Mfg. Co.-CP 25WB+ .BeVring the UL Class iRc Marking 'Bearing the UL Classification Marking #B,anng the UL Recognf Marking I C2 ByRtem(s):CA18073.C.U8069 3M Pito Testi: 96.097,96 099 #Bearing the UL Recognized Component Marking T1r1s nreAurp Jesigr r sbuulJ infilere die iRvuriy rrdni teyufnd whuo.tested in acCerdence to ASTM E 314 jLL 1479). This onglbaoring•iaripvncrtt is tmwd un rwrfbrmance results obtained in waling UL 6ycteens and/or Iulerael 3M fire I Fu�� 2 ,riles. . SHT 3 OF 3 r. I 14 If .__-__ -I-- -