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HomeMy WebLinkAboutPLANS25'-0- [3007 ALE 20 GA. SHE ELEVATION KEY 7'-6H• 1941 15'-11j' [191ji V >bv+o <v.'nn mm.nvm ra Bt4Nn' OAN* Nn j�'' ll'1INC. ,� 2j' — (D 0 A'AMU 8 2017 'k SLOG 1D PLATE t{ STATE INSIGNIA = a STATE E D=COVERSHEET s 1 iR FINISH. FLOOR PLAN %���, •••.»...-_ 299.0 s4. re. YAIIT1111 ` NOTES: 1. ALL ITEM MARKED FIELDWORK SHALL BE INSTALLED, TESTED, REMOVED k PACKED IN BUILDING PRIOR TO SHIPMENT. 2. SEE BUILDING COVERSHEET FOR CUSTOMER SUPPLIED GENERATOR MODEL 3. SEE MISC. INTERIOR DETAILS SHEET FOR GROUND BAR MOUNTING PROCEDURES. 4. INSTALL 20 GA. GALV. SHEET METAL (817-00040) FOR RR SHIELDING. OVERLAP SHEETS T' It Y41. USE 311V X 1-1/2' HPS ANCHORS(854-15111) AS NEED TO HOLD MATERIAL IN PLACE BEFORE INSTALLING THE REOUIREO STACK -UP MATERIAL 20 GA GALV. SHEET METAL (817-00040) IS TO BE INSTALLED ON THE INTERIOR WALLS AND ROOF. THESE PUNS ARE THE Cg6rom PROPERtt Am iM SOOREIS O. IBA<2a10 1306 DAVENPORT DRIVE MINDEN, LA. 71055 Ph. (800) 824.2614 w .6brebondOoNl -- CORPORCION. ANY USE OF POWER AND LIGHT THESEORACUN OR - MIREFLORIDA TOR NM RL44! ORDI TIIW FORA R OIN O MORIN .. F I B R E B O N D 11 12 -0 X 2 0 EQUIPMENT SHELTER 0WE001MIPMHMTM SM mIstam FLOOR PLAN �1-1 R.�iIDEOR nom — -_I -. --.- ..^ -- IMi%E P''•-A• rw I RLV.I BY -I .DATE_I _.- REVBION . IAPP.I DATE I.90MI_GATE-'1Nr9W;lyt ZrrjP Iwm . IV GE Fl 9ma�- - .-t2• � 12. 108' 112- NE SFLOOR PLAN SHEET FOR NOTES. ELEVATION KEY ELEVATION "A" AUG 082011 ®.Z STATE a* s r ant a '7�111)Itttt } 1300 DAVENPORT DRIVE MINDER LA. 71055 ph (600) 024-2614 www1brebond=m FLORIDA POWER AND LIGHT a EXTERIOR ELEVATIONS "A" 0R W e4 h2T� Q 4� 92 ' [REF] i� o, TELCO �} ENTRY ` 32 12' 112" NOTE; SEE FLOOR PLAN SHEET FOR NOTES ELEVATION KEY L DATE 25'-4' [304' 25'-0" [3001 2 BARE SOILD TINNED ROPS COIL 15'-0' TO EXTERIOR GROUND RING ELEVATION "C" DATE tY 1 D8" OL _ GENERATOR MUFFLER FlDD N9Wf FUEL FILL AUG 0 8 2017 `,�11LI1rrrT ` ` :E 34 �Ria, 5'E2,7 •= 31 i�S=tON`tl� r D DAVENPORT DRIVE MINDEN, LA. 7100 ph. (800) 824.2614 w Jft re6andmm FLORIDA POWER AND LIGHT EXTERIOR ELEVATIONS "C" OR k, FIB FREBOND tr-1o• [1421 n'-tD• [1421 11'—C [139' 11'-6" [1381 GENERATOR 2* [REF-1 24, [REF] mu fm 12, - i>B ram snNc � 69 s 21 2i m m a 4 a 41 1/2" LFNC 1/2• LFNC 3/4• LFNC 17 3/4" LFNC 3 32 32 32 SFLOOR PLAN SHEET FOR NOTES. � �g1y ELEVATION "B" ELEVATION ZZ i Ifp s7aso ,- swau...+n.aasno �mr MOC.YWhaW ldkf"i � �/ � t P.` mdvrcx � uq."umsY n.aaya uu.+ . A �tllRll t� r' THM nln6 Aff THE 1300 DAVENPORT DONE MINOFA L4. 71M5 WRZS OF FURM IM 824-2614 WwW.oNebwdmm 00011F.- 0L rMr US OF e D TME yam FLORIDA POWER AND LIGHT � wx r� onm uux �m , 12 -0. X 25 -0 EQUIPMENT SHELTER F I B R E E10 N D AME smEXTERIOR ELEVATIONS "B" & "D" ELEVATION KEY DL as 10/00/17 cve 3 =1'-0 t-4 RM By DATE RBnsm AAP. DATE MM DATE mm cwmf x wwii r a rMre B D 11027 NOTES; 1. ALL MEASUREMENTS SHOWN ARE ACCURATE WITHIN ±1/4'. ALL ADJACENT BOXES SHALL BE THE SAME DIMENSION. 2. THE LOCATION OF 4" X 4' AND 4 11/16' X 4 11/16' JUNCTION BOXES AND SMALLER ITEMS CAN BE ADJUSTED f3' AS REQUIRED TO PREVENT INTERFERENCE WITH TRIM PIECES. INTERFERENCE WITH OTHER COMPONENTS WILL REQUIRE TRIM TO BE CUT. 3. CONDUIT SHOULD BE INSTALLED AS SHOWN IF POSSIBLE. ANY CHANGES TO 9O BENDS, OFFSETS, AND SADDLES MAY BE DONE WHEN NEEDED AND SHOULD BE UNDER THE GUIDANCE OF A QUALIFIED SENIOR CREW LEADER ANY CHANGE MUST BE WITHIN THE GUIDELINES OF THE STANDARD OPERATING PROCEDURE GENERAL CONDUIT RULES. 4. ALL CONDUIT TO HAVE A MINIMUM OF 3/4' BETWEEN THEM. 5. FLEXIBLE NONMETALLIC CONDUIT RUN TO BE 9'-0' LENGTHS. TYWRAP 90' CONNECTORS TO FLEXIBLE NONMETALLIC CONDUIT. 6. NOT USED. 7. MOUNT ON UNISTRUT. B. ALL CONDUIT SHALL BE EMT UNLESS OTHERWISE NOTED. 9. ALL CONDUIT THROUGH A WALL SHALL BE RIGID UNLESS OTHERWISE NOTED. 10. ALL LIGHT SWITCHES TO BE MOUNTED AT 54' A.F.F. UNLESS OTHERWISE NOTED. 11. ALL RECEPTACLES TO BE MOUNTED AT 18' A.F.F. UNLESS OTHERWISE NOTED. 12. CONNECT B'-0 FLEXIBLE NON-MEEAWC CONDUIT TO ITEM 50 & 54 USING STRAIGHT CONNECTORS, TYWRAP A 90' CONNECTOR TO THE END. CONDUIT KEY A.C. LOW VOLTAGE PVC A=1Y2' AA=1/2• XA=112' B-3/4' BB=314' XB=314' C=1' CC=1' XC=1' 13=11W DD=1 IW -XD=11/4' E=1112^ EE=11/2' XE=1112' F=2' FF=Y XF=2' G=21R' GG=21/2^ XG=21/I H=3' HH=3' XH=3' 1=31? II=3112' XI=3L2^ J=4• JJ=4' XJ=4' CU= = FLEXIBLE NONMETALLIC CONDUIT ELEVATION KEY -25'-0- [3001 BATE 'I BOU I DAIS DL INTERIOR CEILING VIEW DR i o � FIBREB0ND ELEVATION "A" "A" NOTE: SEE CEILING VIEW SHEET FOR NOTES ELEVATIONKEY m..v.amwrmr, mr.tr" rs wumnmaav �a..r wsi,m m.e.gsafm.w .,uo-w.o� ewa a. mn.ax`. .�.�..sn MeanVE""r w.noa svmc o�, caw. NIP-INC. ua..wnu.. s DATE DATE 11'-1 [13341 ELEVATION 78" AUG 0 8 2017 i� 6;0R113� 1800 DAVENPORT DRIVE WNDEN, LA. 710SS ph (600) 824-204 tv Abrebond=m FLORIDA POWER AND LIGHT INTERIOR ELEVATIONS "A" & "B" bye t' FIBREBOND 4 ITEM LIST PACKING LIST REMNO OTY. I FIBRE00NDPARTNO. WWS.PARTNO, MANUFACTURER DEBCRIPDON t 1- 1 1 ' BSI • { E 1AN- 6 19778fi i PU - ] % 9 % 12 ie 1 20&SS SDLVE-]A.. 1 .1 - t 611- i%W/8 GiDNGDt flE WMN BOTAE . ' 2 -121 1 i SMPIIX 161 Y ES *VARIES WITH SIZE OF BLDG.. SEE SEQUENCE 120 ITEMS ARE SUBJECT TO CHANGE DUE TO AV"UTY AND EQUAL SUBMES WILL BE USED, ELECTRICAL OR MECNWICAL REQUIREMENTS BAY CHANGE DUE TO MgNUFACNRERS SPECIRGB01& mm*ee�.mn mml*rv.va mmmc wuw •• °umusd,�m.* �neem m..ewrmaum.a ae� a° MtlV�bc`F vm. yen AN.PROYEDBY r+.msye ac re INC. rm°uc AUG P ton n 13a0 DAVENPORT DRIVE MINDEN. LA 71055 Ph. (ROD)1324-2614 x .IlbrebMlic= FLORIDA POWER AND LIGHT t'-Ov X 25 -0 EQUIPMENT SHEL ITEM LIST 07/06/17 twB 1M - W. IN loin F I B R E B 0 N D ITEM LIST PACKING LIST TEMND QTY. I FIBREBGNDPARTNO. MFG3.PARTNO. MANUFACTURER DESCRIPTION 1 1 474t 7- --1 - TH0 Y6A DN w m66 D e 1 ,XT')t , 16 - 865t-12970. m655 S1FYE - 31, : X 7 1 . 1 -m180 I= AO mr 1 Bs -zw s. i rasxaff. , 2 6{T-iz4,1 1 S-26 1 .16. SY . • VARIES WITH SIZE OF BLDG., SEE SEQUENCE 120 TO WE REVISION AUG 0 8 2017 \tTttrlrrr u.nsa.em.+s..yw eem: ooe .� t�r. y� rewmma l `` ammOrFnev #.w.. oMr way f S " �, 1t Fdsv. 57&19 = INC.- umo,.: � B A t, s E ' ~ onto't- O ;p0m.m. OAE 1300 DAVENPORT DRIVE NNDEN, 1A. 71055 ph (800) 824.2614 p Jbreb6Rdmm FLORIDA POWER AND LIGHT EQUIPMENT SHEL ITEM LIST a 6Be m/afi/n �- a,E G2 _ RR. __'°VCC. tr: F I B R E B 0 N D MAGNETIC DOOR ALARM EQUIPMENT ROOM THE MAGNETIC ODOR ALARMS ARE WIRED NORMALLY OPEN. CONTACTS CLOSE UPON DOOR CLOSURE WHEN DOOR IS OPENED, CONTACTS OPEN SENDNG AN ALARM. MAGNETIC DOOR ALARM GENERATOR ROOM THE MAGNETIC ODOR AMRLIS ARE WIRED NORMALLY OPEN. CONTACTS CLOSE UPON DOOR CLOSURE WHEN DOOR IS OPENED, CONTACTS OPEN SENDING AN ALARM. THE SMOKE ALARM CONTACTS ARE NORMALLY CLOSED TINDER A NO SMOKE' CONDBION WHEN SMOKE IS DETECTED THESE CONTACTS OPEN SENDING AN AVAIL HIGH TEMPERATURE ALARM EQUIPMENT ROOM CONTACTS OPEN UPON TEMPERATURE INCREASE (OR RISE) ABOVE THE SET POINT SENDING AN ALARM LOW TEMPERATURE ALARM EQUIPMENT ROOM CONIAMS OPEN UPON TEMPERATURE DECREASE (OR FALL) BELOW THE SET POINT SENDING AN ARM 4WNAl .; 11 CONTACTS OPEN UPON HUNIMITY INCREASE (OR ME) ABOVE THE SET POINT SENDING AN ALARM. LOW HUMIDITY ALARM CONTACTS WEN UPON HUMIDITY DECREASE (OR FALL) BELOW THE SET POINT SENDING AN NARK. y26. PINS 1.2 SEE HVAC SHUTDOWN DIAGRAM [j] RED28PINS 5,G BLK 47. r _ m1c 'R RED - 28 PINS 7,8 B [LBLU SiREDPINS 9.10 E. 49 BIN RED. RED 0PN511,12 YEL BLK T ALL ALARMS OPEN ON ALARM UNLESS OTHERWISE NOTED. 2. ALARM WIRES TO BE 22/2 WIRE UNLESS OTHERWISE SPECIFIED. • N.C.=BLK • C. RED POWER FAIL THE POWER FAIL RELAY 6 CONNECTED TO RED EACH PHASE OF THE 8II6➢INGS POWER iFE NORMALLY OPEN CONTACTS CIDSE UPON BIK POWER UP OF THE BIINDNG. CONTACTS OPEN O PINS 13.14 UPON LOSS OF POWER STRONG AN ALAAL INS ALARM RM BE CONNEGRD TO THE SYSTEM SUCH THAT R REGENTS POWER FROM COMMERCIAL POWER, A GENERNMR, UPS 5NS". OR ANY OTHER POWER SOURCE) 120 V CKT SEE ELECTRICAL SCHEMATIC k1 SHEET 012 AWG J 26 . J12 AWG BLUE TANDEM g 28 = PINS 3,4 BMDKE ALARM/HVAC/VENT SYSTEM SHUTDOWN DIAGRAM DATE 78 4 O. RED #12 AWG BLK GENERATOR REMOTE START WIRING DIAGRAM HVAC SHUTDOWN mnes+«cuyq.nn. w.e,u.ma..eaa»y m.n•.xc+a=ax BEAN sy Qrpm, caaVa• �a uwm aaes � xxwx� rnaaed �•m nx. REFERENCE DRAWINGS REQUIRED TO COMPLETE THIS SHEET DRAWING NO. DESCRIPTION ELEC-0005 BARD MC4DDDB — BARE UNIT W D ECONOMIZERS DATE DOOR ALARM IWAC SHUT DOWN ALARM LOW TEMP. ALARM HIGH HUMIDITY ALARM LOW HUMIDITY ALARM POWER FAIL ALARM z8 Au,G,9T�, 2otr smnae_ a f . cry i§� '•i Lh gA"J Mot 1300 DAVENPORT DRIVE MINDEN. LA. 7100 ph (800) R24-2614 v .Rbmbond.W OL FLORIDA POWER AND LIGHT ALARM WIRING #1 OR ��4 - F I B R E B O N D Km ® = PHOTOCELL — MOTION DETECTOR — - CDHDUR GROUND = NON —DEDICATED GROUND (� = DEDICATED GROUND <�> _ ISOIAIM GROUND SEE N= 5 NOTES, 1. ALL WIRE TO BE 112 THHN/TIW H UNLESS NOTED OTHERWISE COLOR CODE . A0 - BLACK . BO = RED . NELRRAL - WHITE .GROUND = GREEN 2 ALL WORK TO CONFORM TO N.E.C. LATEST STATE ADOPTED EDITION. J. LABEL SEEME DISCONNECT WITH A RED TAG. 4. SWITCH LEG CONDUCTORS SHALL BE THE SAIK COLOR AS CIRCUIT CONDUCTORS. 5. PULL WOLFS TO END OF FLEXIBLE METALLIC CONDUIT. COIL X-O' AT END OF RDME CONDUIT & TAG. 5. ALL GFCI RECEPTACLES TO HAVE A DEDICATED GROUND WIRE 7. SEE ELECTRICAL SCHWATIC 12 SHEET FOR MORE DETAILS. B. PULL SEPARATE GROUND CONDUCODR FOR EACH CIRCUIT. 9. EQUIPMENT TERMINATION LUGS & CONDUCTORS ARE RATED AT A MINIMUM OF 75- C. t m��WMMMFM M®;m©■m®®a■mm■m■O®mon ..Vr.ra 00 00� m DATE MIL I.N DAM tas S,.B, TOUL MR SItB-PNIFL — TorAL M% Q57 TOTN, ws lain �yG 1 s zo�7 46� wn S •�B1o.57D20 S .k� — :. Sit T E9 Fss�a� rrN �CORIv� y�..%iw a�p,� ph.(AW)DN-2814 www.ftMb nicWn FLORIDA POWER AND LIGHT 1 X 25'--V EQUIPMENT SH ELECTRICAL SCHEMATIC #1 F—ml F I B R E B 0 N D ?20/240 VAC 14 200 AMP SERVICE SUPPLIED AND INSTALLED BY SITE ELECTRICAL CONTRACTOR SERVICE RUN BY OTHERS SERVICE BOND .N 1 200 AMP SEE NOTE 3&4 'I 1 METER BASE I 1 ; BY OTHERS FIELD WIRING GROUND ELECTRODE INSTALLED IN ACCORDANCE WITH ARTICLE 250 I 1 AMP I RUSE A.C. POWER 2' CONDUIT (3) 3/0. (1) 06 2" CONDUIT (3) 3/0. (1) #6 2' CONDUIT i (3) 3/0, (1) 16 ; FAIL 29 (TYPE THHN) (TYPE THHN) (TYPE THHN) E i T/2' CONDUIT 200 AMP 200 AMP i (2) #12's OTHER POWER i -' —' GENERATOR ) (TYPE THHN) SOURCE BY OTHERS MECHANICAL INTERLOCK b MECHANICAL INTERLOCK a'\ ANUAL TRANSFER SWITCH AUTOMATIC TRANSFER SWITCHY/ 200 AMP --p pINTEGRATED I I LOADCCEENTER 4 TO BRANCH CIRCUITS AND TVSS POWER RISER BLOCK DIAGRAM-ATS DATE wmuormda,uy �r .e+a.M+wm.a ,mmna � ��� urmovmer �ma ,nnw:we fNC. z" NOTES: i. ------ DASHED LINES DENOTE FIELD WORK. 2. BUILDING ELECTRICAL SYSTEM IS RATED AT 10,000 A.I.C. IF HIGHER RATINGS ARE REQUIRED, IT IS THE RESPONSIBILITY OF SUIE CONVRACTOR/ ENGINEER TO MEET SULH REOUIREM[Nia. 3. SERVICE BOND IS TO BE MADE BY DEVICES (STRAPS, SCREWS, ETC.) SUPPLIED BY EQUIPMENT MANUFACTURER. IF NO SUCH DEVICE IS SUPPLIED, BOND IS TO BE MADE IN ACCORDANCE WITH NEC ARTICLE 250, 4. WHEN SERVICE OVER CURRENT DISCONNECT IS FIELD INSTALLED AND HAS A NEUTRAL TO GROUND CONNECTION ESTABLISHED, REMOVE NEUTRAL TO GROUND CONNECTION IN TRANSFER SWITCH. 5. CONDUCTOR OVER CURRENT PROTECTION DEVICES ARE SELECTED IN ACCORDANCE WITH NEC (ARTICLE 240.3). 6. CONDUCTOR SIZING IS SELECTED FROM NEC (ARTICLE 215.2). 7. ALL LUGS THAT HOLD MORE THAN ONE WIRE SHALL BE LISTED FOR MULTI—DARRELL CONNECTIONS 6. ALL CONDUCTORS SHALL BE COPPER. 9. LABEL SERVICE DISCONNECT WITH A RED TAG. 10. RECOMMENDED SERVICE ENTRANCE CONDUCTOR SIZE (3) 3/0 AWO & (1) #4 GROUND. 1700 DAVENPORT DRIVE MINDEN, LA. 71055 Ph. (800) 824-2614 w".Ilfebon&a FLORIDA POWER AND LIGHT ELECTRICAL SCHEMATIC #2 — ATS OR AUG 0 2017 w* fit urnp F I B R E B O N 24'-T4" [28911 �• c t3 , 14 - TO GENERATOR CONTROLS 3/8" FLEXIBLE METNIIC CONDUIT TO LOWER MOTOR NOTE: SEE CEILING VIEW SHEET FOR NOTES ELEVATION KEY 32 I t�1`— 29• . M ELEVATION "C" N.1bM.�a31t "� Orc ea.va. ox� N��yrywwsuzm MINC. �T E io Im 60" TO GENERATOR CONTROL PANEL FRAME NIPPLE GENERATOR RECEPTACLE DETAIL SCALE: NTS RMIDN 49" I a � N 32. 26 1 DATE [t3341 ELEVATION "D" AUG 0 § 2017 `\,T I111 ll // J 4y+`�tc'�roa y� JP� lr t AEm. *s79iEtl 4 '� I4;�,qq • STATE of j tap ,. JE MINDEN. LA. 71 w .litrebandmm nmi FLORIDA POWER AND LIGHT INTERIOR ELEVATIONS "C" & "D" oL Dae m/a/+a 6i Z fam.— I Da IwD T F I B R E 8 0 N D e6e,b9f,MNoslt Oi1ac Y11"VWb( �muo w AVWWYFDOY rtfPivq rxYem v�r N AINc. 11r-14' [134.1 ELEVATION I NOTE. SEE CEILING VIEW SHEET FOR NOTES ELEVATION KEY M. BY 1 DATE 1 REN510N 11'-1lip w 4' [1J3�. ELEVATION "F" DATE 18091 DATE G 1300 DAVENPORT FLORIDA POWER AND LIGHT INTERIOR ELEVATIONS "E" & "F" 0R — L _ 1.771 F I B R E B 0 N D DATE 812l/2017 CERT.tiO SNIP-056 PL.a�r N'LTNIBER MFT27-D 11027 APPROVED BY Michael Faller (Signature) INDEX OF SHEETS 4-6DOM9Wlla➢T MCsectM HEOWeiE NTIE r10D. REFERENCED STANDARD DRAWING SHM REV. SMOLT DRAWIM NO. a ND. DESCRIPRON EIEC-DM5 t DF I D RSAO ua000B - BARD ONR W/b EMNOWQD6 MECH-0005 1 OF 1 4 STAN6t40 CABLE RACK MOUIaMG DETAILS SPECIAL -SEE SHEEF 1-1, 1-2, 1-3. 1-4 FOR FIELDWORK. -SEE GENERAL DESIGN N07M 1, 3, 4, 7, 8, 9, 10 & 11 __ •THE USE OF THIS SUNDiNG IS NOT APPROVED FOR HAZARDOUS MATERIALS IN EXCESS OF THOSE MATERIALS LISTED IN FBC 2014 TABLFZ07.1(1) & 3D7.1(2) •IF BATTERIES WITH AN ELECTROLYTE CAPACITY OF MORE THAN 50 GALLONS ARE INSTALLED, VENT FAN AND HYDROGEN DETECTION MUST ALSO BE GIS79M. SCANNEE) BY St. Lucie County MODEL CONST. OCCUPANCY/ Roof LNe Load (RU.) - 105 pat CODE EDITION TYPE USE GROUP Fla" live toad (FLL) - EDO I FloridaBasic Wind Speed Li -second Gust) (Yuri) - ( t�ph Wind Eposure = 9 FL Bu1Mhg Leas (am EtOon) MIS suppkm4nl 2Di4 vB 5-2 Basle Wind Speed (3-second Gust) (VW) - 147 mph Wind Exposure = C Co Internal Pressure efficient GCpi = +/- OAR' FL Er y Lbme-e- Pad. (elh t'emm) MIS agpkmad i 2014 - - Components & Cloddin44 Wi d - -46 pit and +19 ((ZZONE 1)) FL Fua Gas Code (5Ih M.m)2015 mppbnenl- 2014 - - Pressure [A50) -78 pet ad +19 pit (70NE 2) FL Plumbing Cede (Slh Edition) 2014 - - -118 pet and +ia per (ZONE 3) EL Neehenkol Cade (511, FGDan) 2016 supplement 2014 - - -45 pit and +43 pit. rZONE 41 -57 pet and +43 pit 5NE 5) FLAerosaeaq cede (s1n session)W14 - - NoUs"I Ebcldcd Code wit - - Wind Importance Factor Category = III P (t4') for A50 1.15 It.Fln Prwenlbn Cotl- 0e 2010 - - $etemle Slip Close = Seismic Importance Factor (k) = 1.25 #--UEMPT PER SECTION C1Gid.6.4(4) Spectral Response CoeSeismifficients (So)/( = 0 I) � LOG/ 0.F0§ARCHPCTVAErLY Bask Semmic-Farce-Resisting System + INTERMEDIATE PRECAST SHEAR WALLS Analysis Procedure = SquWalerd Ward Force Procedure Ground Snow load (Pg) = BO psf Snow bmportance Factor (is) = 1.1 Qe .•je""""'. _ Sear D.posure Factor (Ce) - 1.1 `� f+� f Is, N.4 m 7hewl Factor (CL) = 1.2 Flat Roof Snow Load (PT) = 81 psf Ae GENERAL DESIGN NOTES FOR STATE USE ONLY € 1. This is no uemomad stow end A ST'A'iE 6F i(/ _ storage egdymad ILL Ekctdcal components slain per uatamees 'i Q P ty. design 2 SAeBer d be pk f 0 26 drys if. M IIuldd9 does vet cenleh i. '•."e� R 1®�.• i local e s In is pbeed aceadm9 s store oed Gas sal d toHe9 feed c sfiod be pmxdN bat ode Iran any bu ppapedy Enq itedar lot It subjal M_ 0a had adtanfy lining // � A. . full or any older bulldog INS 1A aa. / 1 A. insisted! n seeds noted de 'al UseDRK slat k 12 m4 belong h deigned b Sp ce derso,44LL er 'art trap and leaded d Re tatty then removed li pro b!�9 is Appeased SI ID-1 it acenrmem old FOR ENGINEER USE ON far el may tad rt0 dedIndr r mathe find use TRObu Approves Pat beet S. Mood mey be wo eg 'mumr images N. can building M hat f,633eand is for su S. dos swing and rasegurde location may change redwo, row ash eb at a and ji aub)M. b . due to site mqu'aamenffi rsdefr and' apprwdoi line Yxe-(m➢ecfap on / 8/4 O/ 7. Birildd' shoo m V/ supplied by oltem on a foudaGon 15 �btlon of the ganwbr to meet NFPA 37 a. Building not designed for Installation in a Ross and approved and inspected by the best S . LUCIE COUNTY Pmne area. Solitarily lawg jabdkliee. 9. Fee edinguisim kede led by ethers eAm not BUILDING DIVISION suppked by Eambend. REVIEWED FOR C REVIEWED B -Riled. t He; z Hour DATE �o^ Concrete Thickness (inches) Non 2' Hem 4' PLANS AND P MIT ' -An values,for llghtweghl Concrete MUST BE KEPT JOB OR -Tubb 721.1(2) - 4-1.1 (FIND 2014) NO INSPECTI N WILL BE Mfflr.FOR THIRD PARTY USE ONLY STRUCTURAL DESIGN BY RALEY AND ASSOCIATES, INC. 4913 SHED ROAD BOSSIER CITY, LA 71111 is 4 A � m TH[St.1�!,�NS AND ALL PROPOSED 1,"J0, ARE SUBJECT TO ANY COR(RECTIONS�hn T r 'REOUIRIDBYFIELD INSPECTORS THAT INC. 1. MAY BE NECESSAsRY IN ORDER TO CC) UPLY WITH ALL APPLICABLE CODES. WE DL Cal iW lA tLY�rh Wk Inc. 305 N. Gafford Avenue Nappanee, Indians 46550 574-773-1628 THIRD PARTY AGENCIES Concrete Unit Weight=115Pcf Rev, al-31-15 X) DAVENPORT DRIVE MINDEN.LA.7105S ptL (SOD) 024-2614Lm— vrWw.fibrehald.c0ln a- -: FLORIDA POWER AND LIGHT I X 25 —0 EQUIPMENT SHELTER F I B R E S O N D OR 24"-it "- I2B7 ro s MGM—M�fJ—M—N.—M—M� —MGM—/M' M M—IyS�A ❑O LJ I I Q 1 SEE CORNER __// DROP DETAIL < o i I � < I 4 Q I BRAIDED GROUNDING BRAIDED GROUNDING STRAP �1j+1 STRAP a ELEVATION "A" SE HALO GROUND CEILING VIEW SHEET FOR NOTES. SEE HALO GROUND DETAILS SHEET FOR DETAILS. ELEVATION KEY 11'-1j" [1341 ELEVATION Uq1 p, 2017 //jig J' ¢ " •4 bRwvKbCtiY 1 ma'tbM1ib29aYY NW Hv QI1R Oce C r •� 1.. �" 8Fc_ 579iQ 1 � AM�HWFDBY er.wu ow rx more: y. -- v i N RINC. w bsro �«b F=,.�,: —mot /(1i� SmaCw RLVIAON 1900 DAVENPORT DRIVE MINDEN. LA. 710S ph. (800) 824 2614 �-Rbrebwd.wm FLORIDA POWER AND LIGHT big- -Om :X 25 —0 EQUIPMENT SHELTER I F I B R E B 0 N D wwac �„ DL u�¢ are o7/os/n �r 0AE BOY 0.01E ILL OpmOpp m wra �F, 09 NOTES: 1. HALD GROUND SHALL BE #2 AWG STRANDED GREEN COPPER WIRE. 2. VERTICAL DROPS SHALL BE #2 AWG STRANDED GREEN DOUBLE C-TAPPED TO 12 AWG SOLID TINNED COPPER WIRE PULL TO FLOOR AND COIL 1W-O'. 3. ALL BENDS MINIMUM 6' RADIUS. 4. APPLY ANTI -OXIDATION COMPOUND TO ALL CONNECTIONS. 5. 1/2- SCH. 40 PVC CAST AT 45' ANGLE., & ALL GROUNDING WIRES FOR HVAC GRILLES, BOXES, CABLE TRAY JUMPERS, ETC. SHALL BE 06 AWG GREEN STRANDED COPPER WIRE AND A 2-HOLE LUG. 7. BARE COPPER CONDUCTORS SHALL NOT BE IN CONTACT WITH ANY DISSIMILAR MATERIAL PLACE ON STANDOFFS, IF NECESSARY, TO ALLOW FOR PROPER INSTALLATION. 8. SHARP BENDS IN GROUNDING CONDUCTORS SHALL BE AVOIDED. 90' BENDS SHALL NOT BE USED. 9. ALL GROUNDING CONDUCTORS SHALL BE KEPT AS SHORT AS POSSIBLE THE SHORTEST PRACTICAL ROUTE SHALL BE CHOSEN WITH THE LEAST AMOUNT OF BENDS AND SPLICES. USE THIS RULE AT ALL TIMES, EVEN IF ELEVATION PLAN SHOWS OTHERWISE PLANS ARE SOMETIMES CLUTTERED AND UNCLEAR DUE TO LARGE AMOUNTS OF GROUNDING. BONDING JUMPERS CAN BE MOVED/SUD FROM ONE SIDE OF THE OBJECT 70 THE OTHER UNDER THE GUIDANCE OF A SENIOR CREW LEADER ANO/OR SUPERVISOR. 10. ALL CONNECTIONS TO GROUND BARS SHALL BE WITH A 2-HOLE LUG UNLESS OTHERWISE SPECIFlED. 11. ALL SOLID WIRE SHALL USE A 2-HOLE LONG BARREL LUG. 12. WHEN GROUNDING MORE THAN ONE PIECE OF EQUIPMENT, DO NOT USE THE EQUIPMENT AS GROUNDING CONDUCTOR. DOUBLE-STACIONG OF LUGS SHALL BE USED TO GET FROM EQUIPMENT TO EQUIPMENT. 13. REMOVE ALL PAINT BENEATH THE SURFACE OF GROUND LUGS. 14. ALL CABLE TRAY BONDING JUMPERS MAY BE INSTALLED ACROSS JUNCTION AS SHOWN OR AT OPPOSITE JUNCTION. 15. GROUNDING TO EQUIPMENT, BOXES, ETC. ARE FOR ILLUSTRATION. RUN AS CLOSE TO PRINT AS POSSIBLE IF CHANGING SIDE ON EQUIPMENT TO BOND IS NECESSARY THEN IT CAN BE DONE UNDER THE GUIDANCE OF A QUALIFIED CREW LEADER. 16. SEE HALO GROUND DETAIL SHEET FOR QUAILS. 17, LABEL ALL GROUND LUGS 18. PLASTIC TYWRAPS ARE NOT TO BE USED ON ANY GROUND ATTACHMENTS. USE WAX STRING ONLY. 19. DO NOT RUN HALO GROUND ACROSS JUNCTION BOXES OR OTHER EQUIPMENT. ELEVATION KEY o e RV '11111 011, 25'-V [3001 vwwemr.ry.ax, tan ryc � TKM ft x ME W 1300 DAVENPORT DRIVE MINDEN, LA 7105$ w.eea+v=.n n oe armvw,ar 1v16E � Ph (800) 824-2614 �.6brebon&o � �� wdnm a CONW= MY ME OF 14rrl TME °„ Eon FLORIDA POWER AND LIGHT c x :`.. `"MOMM IS SPRMY " w 12 -0 X 25 -0 EQUIPMENT SHELTER F I B R E B O N DATE DL HALO GROUND CEILING VIEW BA Pi r I 9' �amwrm.a .a..'sm maonu suw. aE«a a• wnat,bcb: yyo .+ox I a�vmse�er w.vsva -No e+.riar. nx� muvznn 69k 27" NOTE; 1. ALL DIMENSION ARE ACCURATE t1/4' 2. CABLE TRAY SHALL BE 96' A.F.F. J. USE 18' CABLE RACK U.N.O. lZoa O ELEVATION KEY CEILING VIEW REFERENCE DRAWINGS REQUIRED TO COMPLETE THIS SHEET ua�es:No .. DESOWIM . VE01-0= I sGM= CUE WK VQLW C OEM AUG 0S2017 n 1�111"IINC t r-t�• [ta�'J M B B. O fG yO� O_ m ELEVATION "E" NOTES: SEE HALO GROUND CEILING NEW SHEET FOR NOTES. SEE HALO GROUND DETAILS SHEET FOR DETAILS. O ® ® O ELEVATION KEY <BiO Oee Bd� ow ELEVATION T' r4upW m:Q/.fYOt R�'eslsna/Sm�Gp faaryc tB Os(vK M N.§MCmN AbWYq tlat4M'A'Myeb1F OT4 Qe AWMYEUHY RapWd enamx B41M1n' 0'Nm Pplp .r ��ryry IY RINC. A,h.igr: warn u..mm 24"-14 [28947] #6 AWG TO MASTER GROUND'BAR A .A-A-MA-}^A-fi-A-A-A-A� cr a \I 1 um❑ 00 i ,1'JI I 1 G 02 AWG TO a j ® o GENERATOR FRARIE a O F CD i g. bo i ' "hi -AA-A-A-A-A-n-A-A-A-A-A-A-A _H-B-B^• • • p ELEVATION "C" NOTE SEE HALO GROUND CEILING NEW SHEET FOR NOTES. SEE HALO GROUND DETAILS SHEET FOR DETAILS. ELEVATION KEY [13311 ELEVATION 'T AUG 0 8 2017 �.t S SYATL OF r"gtt',toptre� _ 1. THIS INSTALLATION SHALL COMPLY WITH THE 2014 FBC FUEL GAS CODE. 2. THE CONTRACTOR SHALL FIELD VERIFY ALL CONDUIT LENGTHS, ROUTING AND PLAN DIMENSIONS AND SHALL IMMEDIATELY NOTIFY CONSTRUCTION MANAGER AND ENGINEER OF ANY,DISCREPANCES. 3, FOR OTHER THAN BLACK STEEL PIPE, EXPOSED GAS PIPING SHALL BE IDENTIFIED BY A YELLOW LABEL MARKED 'GAS' IN BLACK LETTERS. THE MARKING SHALL BE SPACED AT INTERVALS AT INTERVALS NOT EXCEEDING 5 FEET. THE MARKING SHALL NOT BE REQUIRED ON PIPE LOCATED IN THE SAME ROOM AS THE EQUIPMENT SERVED. HIGH P REG SETTING 2.0 PSI 4. PIPING SHALL BE MARKED WITH AN APPROVED PERMANENT IDENTIFICATION BY THE INSTALLER SO THAT THE HIGH P DESIGN DROP 1.0 PSI PIPING SYSTEM SUPPLIED BY EACH METER IS READILY IDENTIFIABLE. HIGH P RUN LENGTH 45'1 5. THE MAXIMUM DESIGN OPERATING PRESSURE FOR PIPING SYSTEMS LOCATED INSIDE BUILDINGS SHALL NOT PIPE SIZE (TABLE 402.4 (27)) $' - EXCEED 5 POUNDS PER SQUARE INCH GAUGE (PSIG). LOW P REG SETTING 11.0 IN W.C. LOW P DESIGN DROP 0.5 IN H2O 6. PIPING SHALL BE SCHEDULE 40 METALLIC. SEMI -RIGID COPPER TUBING (TYPE K OR L), CORRUGATED STAINLESS LAW P RUN LENGTH 45'• STEEL TUBING (CSST) OR POLYETHYLENE PLASTIC PIPE SUITABLE FOR NATURAL GAS. PIPE SIZE (TABLE 402.4 (28)) 1' - 7. STEEL AND WROUGHT -IRON PIPE SHALL BE AT LEAST OF STANDARD WEIGHT AND SHALL COMPLY WITH ONE OF EQUIPMENT INLET P THE FOLLOWING STANDARDS: EQUIPMENT OPERATING P 8'-14' A ASME B 36.10, 10M DESIGN INLET RATE 1220 MSHu B. ASTM A 53 C. ASTM A 106 • EQUIVALENT LENGTH "CONTRACTOR SHALL VERIFY CHARACTERISTICS OF 8. METALLIC PIPING AND FITTINGS COATED WITH A CORROSION - RESISTANT MATERIAL SHALL BE USED. GENERATOR PROVIDED DURING CONSTRUCTION AND NOTIFY ENGINEER OF RECORD OF ANY DESIGNED 9. STEEL TUBING SHALL COMPLY WITH ASTM A 254 OR ASTM A 539. PARAMETERS DEVATIONS. Rm 10. CORRUGATED STAINLESS STEEL TUBING SHALL BE TESTED AND LISTED IN COMPLIANCE WITH THE CONSTRUCTION, PROPANE TANK FILL VALUE IS PROVIDED WITH AN INSTALLATION AND PERFORMANCE REQUIREMENTS OF ANSI LC 1/CSA 6.26. INTEGRAL MANUAL SHUTOFF VALVE. 11. PLASTIC PIPE, TUBING AND FITTINGS SHALL BE USED OUTSIDE, UNDERGROUND, ONLY, AND SHALL CONFORM TO ASTM D 2513. PIPE SHALL BE MARKED 'GAS' AND ASTM D 2513'. PIPE SUITABLE FOR PROPANE 12. PIPE, TUBING AND FITTINGS SHALL BE CLEAR AND FREE FROM CUTTING, BURNS AND DEFECTS IN STRUCTURE OR (TYP.) (SEE TABU THREADING AND SHALL BE THOROUGHLY BRUSHED, CHIP AND SCALE BLOWN. DEFECTS IN PIPE, TUBING AND FITTINGS SHALL NOT BE REPAIRED. DEFECTIVE PIPE, TUBING AND FITTINGS SHALL BE REPLACED. 13. METALLIC PIPE AND FITTINGS THREADS SHALL BE TAPER PIPE THREADS AND SHALL COMPLY WITH ASME B1.20.1. EXISTING 14. PIPE JOINTS SHALL BE THREADED, FLANGED, BRAZED OR WELDED. WHERE NONFERROUS PIPE IS BRAZED, THE ABOVE GROUND 500 BRAZING MATERIALS SHALL HAVE A MELTING POINT IN EXCESS OF 1,000'F (538'C). BRAZING ALLOYS SHALL NOT GAL LP TANK CONTAIN MORE THAN 0.05 PERCENT PHOSPHORUS. 15. METALLIC FITTINGS INCLUDING VALVES, STRAINERS AND FILTERS, SHALL COMPLY WITH THE FOLLOWING: A FITTINGS USED WITH STEEL OR WROUGHT -IRON PIPE SHALL BE STEEL, BRASS. BRONZE MALLEABLE IRON OR CAST IRON. B. FITTINGS USED WITH COPPER OR BRASS PIPE SHALL BE COPPER, BRASS OR BRONZE 5't f / 18. PORTIONS OF A PIPING SYSTEM INSTALLED IN CONCEALED LOCATIONS SHALL NOT HAVE UNIONS, TUBING FITTNGS, -L\/\ RIGHT AND LEFT CWPLINGS, BUSHINGS, COMPRESSION COUPLINGS AND SWING JOINTS MADE BY COMBINATIONS OF FITTINGS. 17. UNDERGROUND PIPING, WHERE INSTALLED BELOW GRADE THROUGH THE OUTER FOUNDATION OR BASEMENT WALL OF A BUILDING, SHALL BE ENCASED A PROTECTIVE PIPE SLEEVE THE ANNULAR SPACE BETWEEN THE GAS PIPING AND THE SLEEVE SHALL BE SEALED. S?1' 18. ALL PIPING INSTALLED OUTDOORS SHALL INC ELEVATED NOT LESS THAN ABOVE GROUND AND WHERE INSTALLED ACROSS ROOF SURFACES, SHALL BE ELEVATED NOT LESS THANN 3Yt' INCHES ABOVE THE ROOF SURFACE. PIPING INSTALLED ABOVE GROUND, OUTDOORS AND INSTALLED ACROSS THE SURFACE OF ROOFS SHALL BE SECURELY SUPPORTED AND LOCATED WHERE IT WILL BE PROTECTED FROM PHYSICAL DAMAGE WHERE PASSING THROUGH AN OUTSIDE WALL, THE PIPING SHALL ALSO BE PROTECTED AGAINST CORROSION BY COATING OR WRAPPING WITH AN INERT MATERIAL WHERE PIPING IS ENCASED IN A PROTECTIVE PIPE SLEEVE, THE ANNULAR SPACE BETWEEN THE PIPING AND THE SLEEVE SHALL BE SEALED. 19. UNDERGROUND PIPING SYSTEMS SHALL BE INSTALLED A MINIMUM DEPTH OF 12 INCHES BELOW GRADE INDIVIDUAL LINES TO OUTSIDE LIGHTS, GRILLS OR OTHER APPLIANCES SHALL BE INSTALLED A MINIMUM OF 8 o' INCHES BELOW FINISHED GRADE PROVIDED THAT SUCH INSTALLATION IS APPROVED AND IS INSTALLED IN A LOCATION NOT SUSCEPTIBLE TO PHYSICAL DAMAGE 60KW PROPANE GENERATOR INSIDE SHELTER 20. PIPING SHALL BE SUPPORTED WITH PIPE HOOKS, METAL PIPE STRAPS, BANDS, BRACKETS, OR HANGERS SUITABLE ,� " �J. ti FOR THE SIZE OF PIPING, OF ADEQUATE STRENGTH AND QUALITY AND LOCATE AT INTERVALS SO AS TO PREVENT c _1 OR DAMP OUT EXCESSIVE VIBRATION. PIPING SHALL BE ANCHORED TO PREVENT UNDUE STRAINS ON CONNECTED EQUIPMENT AND SHALL NOT BE SUPPORTED BY OTHER PIPING. PIPE HANGERS AND SUPPORTS SHALL CONFORM TO THE REQUIREMENTS OF MSS SP-58 AND SHALL BE SPACED IN ACCORDANCE WITH SECTION 415 OF THE 2010 FUEL GAS CODE SUPPORTS, HANGERS AND ANCHORS SHALL BE INSTALLED SO AS NOT TO INTERFERE WITH THE FREE EXPANSION AND CONTRACTION OF THE PIPING BETWEEN ANCHORS. ALL PARTS OF THE AUTOMATIC SHUTOFF VALVE SUPPORTING EQUIPMENT SHALL BE DESIGNED AND INSTALLED SO THEY WILL NOT BE DISENGAGED BY MOVEMENT OF THE SUPPORTED PIPING. REGULATOR (OUTSIDE SHELTER) MANUAL SHUTOFF VALVE (OUTSIDE SHELTER) IGAS PIPING ISOMETRIC ROUTE DETAIL Nrsl 11 NOTES 1 2J TREY I DATE I DESCRLPNON A 18' TRENCH OR AS REQUIRED BY POWER/TELEPHONE COMPANY TRENCH DETAIL I i.7S1Z•7i 1'0 CONDUIT FOR GENERATOR EMERGENCY SHUT—OFF SWITCH CONTROL WIRING PIPE BONDING CLAMP .6 D z (TYP. FOR EACH METALLIC CONDUIT) i #2 AWG SOLID BARE TINNED COPPER GROUND CONDUCTOR TO EQUIPMENT GROUND RING (TYP. FOR EACH CONDUIT) ,.�....,:., . I #2 AWG SOLID BARED I TINNED COPPER EQUIPMENT GROUND RING FINISHED GRADE WARNING TAPE COMPACTED BACK FILL IJY.I41-01111111 EXTERIOR GROUND RING, 02 SOLID, BARE, THINNED COPPER GROUNDING CONDUCTOR MINIMUM BENDING 45 DEGREES, JUMPER, #2 SOLID, RARE, COPPER GROUNDING CON NmI 1 1 WELD CONNECTION DETAIL #2 SOLID COPPER TINNED IN NMLT (NON—METALLIC UQUID—TIGHT) (TYP.) %' WASHER 9§' x 9i SS BOLT %' WASHER 94' SS LOCK WASHER %' SS NUT ALLOWED EXOTHERMIC WELD (THERMOWELD OR EQUIVALENT) PARALLEL, NO T—WELDS ALLOWED. IlL'IF9:<E3:n9a 6' PVC EXOTHERMIC CONNECTION (TYP.) 1'x4' SLOT IN PVC PIPE AT GROUND CABLE LOCATION 3' COMPACTED SAND FILL COPPERCLAD STEEL GROUND ROD 96' x e' (TYP.) NOTES 1. CONTRACTOR SHALL PROVIDE PRE -CAST CONCRETE INSPECTION WELL WITH CAST IRON TRAFFIC RATED LID WHEN WELL WILL BE IN AN AREA WHERE THEY CAN BE DAMAGED 2. ALL WORK SHALL CONFORM TO THE LOCAL BUILDING CODES. DEPTH MAY VARY. OVABLE TEST L COVER NOTE 1) UND CABLE I+TS 2 GROUND ROD INSPECTION WELL DETAIL NTS 3 1. RECORD DRAWINGS: MAINTAIN A RECORD OF ALL CHANGES, SUBSTITUTIONS BETWEEN WORK AS SPECIFIED AND INSTALLED. RECORD CHANGES ON A CLEAN SET OF CONTRACT DOCUMENTS WHICH SHALL BE TURNED OVER TO THE CONSTRUCTION MANAGER UPON COMPLETION OF THE PROJECT. 2. GUARANTEE/WARRANTY: GUARANTEE INSTALLATION TO BE FREE OF DEFECTS, SHORTS, GROUNDS, ETC., FOR A PERIOD OF ONE YEAR. FURNISH WARRANTY SO THE DEFECTIVE MATERIAL AND/OR WORKMANSHIP WILL BE REPAIRED/REPLACED IMMEDIATELY UPON NOTIFICATION AT NO COST TO THE OWNER FOR PERIOD OF WARRANTY. GROUND 3, ALL TIE WRAPS SHALL BE CUT FLUSH WITH APPROVED CUTTING TOOL TO REMOVE SHARP BAR EDGES. 4. ELECTRICAL METALLIC TUBING (EMIT) OR RIGID NONMETALLIC CONDUIT (I.E., RIGID PVC SCHEDULE 40. OR RIGID PVC SCHEDULE 80 FOR LOCATIONS SUBJECT TO PHYSICAL DAMAGE) SHALL BE USED FOR EXPOSED INDOOR UDCATONS. 5. UQUID-TIGHT FLEXIBLE METALLIC CONDUIT (LIQUID-TITE FLEX) SHALL BE USED INDOORS AND OUTDOORS, WHERE VIBRATION OCCURS OR FLEXIBILITY IS NEEDED. 6. WIREWAYS SHALL BE EPDXY -COATED (GRAY) AND INCLUDE A HINGED COVER, DESIGNED TO SWING OPEN DOWNWARD; SHALL BE PANDUIT TYPE E (OR EQUAL); AND RATED NEMA 1 (OR BETTER) INDOORS, OR NEMA 3R (OR BETTER) OUTDOORS. 7. EQUIPMENT CABINETS, TERMINAL BOXES, JUNCTION BOXES, AND PULL BOXES SHALL BE GALVANIZED OR EPDXY -COATED SHEET STEEL, SHALL MEET OR EXCEED UL 50, AND RATED NEMA 1 (OR BETTER) INDOORS, OR NEMA 3R (OR BETTER) OUTDOORS. 8. METAL RECEPTACLE, SWITCH, AND DEVICE BOXES SHALL BE GALVANIZED, EPDXY -COATED, OR NON -CORRODING; SHALL MEET OR EXCEED UL 514A AND NEMA OS 1; AND RATED NEMA i (OR BETTER) INDOORS, OR WEATHER PROTECTED (WP OR BETTER) OUTDOORS. 9. NONMETALLIC RECEPTACLE, SWITCH, AND DEVICE BOXES SHALL MEET OR EXCEED NEMA OS 2; AND RATED NEMA 1 (OR BETTER) INDOORS, OR WEATHER PROTECTED (WP OR BETTER) OUTDOORS. 10. CONTRACTOR SHALL REFER TO AT&T GROUNDING AND BONDING PRACTICE TP-76416. APX PROJECT NO-' 17-0149.07 DRAWN BY: A WARREN CHECKED BY: M. ABBEY THIS CRAMPING 6 COPYRIGHTED AND IS THE SOLE PROPERTY OF THE OWNER. IT IS PRODUCED SOLELY FOR USE BY THE OWNER AND 16 AFFWgES. REPRODUCTION OR USE OF THIS DRAWING ANDS OR THE INFORMATION CONTAINED IN IT FORBIDDEN WITHOUT THE WRITTEN PERMISSION OF THE OWNER. i c3K)X ENGINEERING GROUP 3 O UxE51DE DR E. SUITE 525 xIRANA9, m 3= (954) 7M 1539 CE Mn OF ,1 ORQATON 3191 0 r=PL E ly No. f�7pP i ®AIAt ti9;s�®�,e GATE SIGNATURE: 1/24/18 ST LUCIE IERVICE CENTER =1 ORANGE AVENUE FORT PIERCE FL 3047 SHEET NAME GROUNDING DETAILS AND NOTES - I EMERGENCY SHUT-OFF SWITCH DETAIL NTs1 41 GROUND BAR CONNECTION DETAIL NISI 5 1 GROUNDING NOTES 0 E5 #2 AWG GROUND RING (TYP.) #2 SOLID HARE TINNED COPPER CONDUCTOR BETWEEN CABLE BRIDGE/H-FRAME SUPPORT PIPES TO BURIED GROUND RING (TYP.) I J Pi /:\7LRI,iU RJ �7:1:1T3 � 11:1:1 y 7 ENTRY PORT GROUND BAR BOND SHELTER GROUNDING SYSTEM INCLUDING CSRGB (LEADS PROVIDED BY SHELTER MANUFACTURER) TO SHELTER BURIED GROUND RING AWG GROUND CONDUCTOR IN PVC CONDUIT (TYP.) al Lt \r0 PROVIDE #2 AWG #2 AWG SOLID BARE TINNED SOLID BARE TINNED COPPER CONDUCTOR TO CONDUCTOR (TYP.) SHELTER MOUNTING PLATE - c G GROUND ROD AND G()__� G (TYP-) INSPECTION WELL E6 TOWER GROUND BAR (TYP-) EXISTING TOWER GROUND RING UNISTRUT P100 (TYp.) H-FRAME POST e (TIP.) H-FRAME DETAIL Nrs1 21 3' STANDARD PIPE H-FRAME POST (3Yi' O.D. BY 0216' THICK) #2 AWG SOLID BARE TINNED COPPER GROUND CONDUCTOR TO EQUIPMENT GROUND RING HATES, (TYP. FOR EACH CONDUIT) 1_ CONTRACTOR SHALL REFER TO AT&T GROUNDING AND BONDING PRACTICE TP-76416. _ 2. PROVIDE WEATHER PROOFING AND GROUNDING KIT TO BOND DC POWER CABLE SHIELD TO EXTERNAL HATCH PLATE GROUND BAR. FINISHED GRADE 3. THIS GROUNDING DETAIL IS DIAGRAMMATIC, DEPICTING THE ELEMENTS THAT NEED TO BE GROUNDED AND IS NOT AN EXACT REPLICATION OF '` THE PROPOSED EQUIPMENT. THE CONTRACTOR SHALL GROUND THESE ELEMENTS AS NEEDED AND IN SUCH A MANNER THAT IS FEASIBLE TO THE EXISTING CONDITIONS OF THE EQUIPMENT CONFIGURATION. - t 4. SYSTEM GROUND RESISTANCE SHALL NOT EXCEED 0.5 OHMS. A SYSTEM RESISTANCE TEST SHALL BE PERFORMED BY THE CONTRACTOR IN 1 o L' 3,000 PSI ACCORDANCE WITH AT&T SPECIFICATION. CONCRETE FOOTING 4.1 PERFORM THREE TESTS AT EACH SITE. 4.2 CONTRACTOR SHALL PROVIDE A WRITTEN REPORT CONSISTING OF THE FOLLOWING: SITE NAME, ADDRESS AND IDENTIFICATION I NUMBER, MODEL NUMBER OF TESTING EQUIPMENT, DATE OF LAST CALIBRATION, SITE SKETCH SHOWING LOCATION OF TEST I EXTENDED BURIED PROBES, AND ALL FIELD DATA COLLECTED (READINGS, RANGE, TESTS, MILLIAMPS, ETC). 4.3 CONTRACTOR SHALL NOTIFY THE CONSTRUCTION MANAGER IF THERE ARE ANY DIFFICULTIES PERFORMING SYSTEM RESISTANCE TESTS I �-I 1'-0' GROUND RING I I-�- OR IF MEASUREMENTS ARE ABOVE 5 OHMS. THE CONSTRUCTION MANAGER SHALL PROVIDE INSTRUCTIONS TO THE CONTRACTOR TO - - - — - — - — - - - INSTALL ADDITIONAL GROUNDING MEASURES TO MEET THE 0.5 OHMS REQUIREMENT. EQUIPMENT GROUNDING DIAGRAM (TYP.) HTS1 1 H-FRAME POST DETAIL Nml 3 REV [LATE OISCRIPIION A 12/4/17 PRE111DNIIRY 0 1/24/18 FOR PERMIT APX PROJECT NO3 17-0149.07 DRAWN BY: A WARREN CHECI® BY: M. ABBEY IT zY, ov r ENGINEERING GROUP 3400 WMDE DRNE, S 525 N;RAVAR. a M027 (B54) 744-153B CFRMGTE OF ,1UIN0 TION 31948 la FPL E1y r♦ S.. 'te O ' '° No. 68 N :W O° EOP �W ♦♦O ®MAL• ♦o OA SIGNANRE 1/24/iB ST LUCIE SERVICE CENTER =1 ORANGE AVENUE FORT PIERCE, EL 34947 GROUNDING DIAGRAM AND NOTES E4 NOTES: 1. PROVIDE ARC RUSH WARNING LABELS ON ALL PANELS PER NEC 110.16 AND IN ACCORDANCE WITH SHEET El. 2. PROVIDE EQUIPMENT IDENTIFICATION LABELS PER NEC 225,37 AND IN ACCORDANCE WITH SHEET El. 3. CB-N, CB-E1 AND CB-E2 ARE 2P-200A MAIN BREAKERS 4. CB -El AND CB-E2 ARE MECHANICALLY INTERLOCKED. 5. POWER TRANSFER LOAD CENTER (PTLC) INCLUDES, AN ATS, A MECHANICALLY INTERLOCKED TRANSFER SWITCH, A 200A 42-POS PANEL AND SURGE SUPPRESSION. 6. ALL ITEMS IN NOTE 5 ARE PRE -WIRED BY MANUFACTURER. 7. BOND NEUTRAL TO GROUND IN DISCONNECT. 8. SEE SHELTER DRAWINGS FOR MORE DETAILS. FROM EXISTING UTILITY SOURCE AT HAND HOLE 3#3/0 - PROPOSED 200A PROPOSED 200A, 10, 240V NEMA 3R FUSIBLE DISCONNECT W/ 200A FUSES (SEE NOTE 7) ELECTRICAL ONE -LINE DIAGRAM L 200A, 10, 42-POSMONS LOAD CENTER (SEE NOTE 8) REMOTE EMERGENCY GENERATOR STOP X-0 CONDUIT FOR EMERGENCY STOP WIRING PROPOSED $4G, WC 3#3/0, 1#4G - 2'C - - I I - - - - - - - - - - - - - - - - - - - - I I I I SEE NOTE 5 I = I� I I I 0 1 A EDW I SEE NOTES 3 AND 4 I I I I I ATS (PROVIDED W/ SHELTER) I I 303/0, 1#6G - 2'C FOR POWER (PROVIDED I W/ SHELTER) 1'0 CONDUIT FOR REMOTE START/URUTY FAIL (PROVIDED W/ SHELTER) 1'0 CONDUIT FOR I BLOCK HEATER I I (PROVIDED W/ SHELTER) I I I I 1P-20A 60KW GENERATOR I 1 P-20A (PROVIDED W/ SHELTER) I I I I 10 CONDUIT FOR ALARM _ WIRING, ANNUNCIATOR DC POWER WIRING L--------- ---- -- --------� OUTUNE OF EQUIPMENT SHELTER 1'0 CONDUIT FOR BATTERY CHARGER (PROVIDED W/ SHELTER) 66-BLOCK (ALARM BLOCK) (PROVIDED W/ SHELTER MANUFACTURER) REV DATE DESCRIPTION A 12/4/17 PREULCNARY 0 1/24/18 FOR PFRIGT APX PROJECT NO.: 17-0149A7 DRAWN BY: A WARREN CHECKED ER: M ABBEY THIS DRAWING 5 COFTRIMED AND IS THE SOLE PROPERTY OF THE OWNER IT IS PRODUCED SOLELY FOR USE BY THE OWNER AND ITS AFFILIATES. REPRODUCTION OR USE OF THIS DRAWING AND/OR THE INFORMMION CONTAINED IN IT S FORBIDDEN WITHOUT THE WRITTEN PERMISSION OF THE OWNER. 0 ap ENGINEERING GROG 3400 IA'cE9ME OIUM Mn 50 MLPAWR. EL M027 (9M) 74 15 CFRIGILATE OF WTNORPATON 31948 is FPL 14% A . ... •.e�� .•eGENS''.C�. No. 683 N1 0 : A OF ' W �i�t�s • R 1 p ���e,, �PIAL°a°e DATE SIGNATURE 1/24/18 ST LUCIE SERVICE CENTER 3MI ORANGE AVENUE FORT PIERCE. FL 3W7 SKEET NAME ELECTRICAL ONE -LINE DIAGRAM SHEET NUMBER E3 PROPOSED METER AND DISCONNECT PROPOSED 2'/ CONDUIT FOR POWER (APPROK. AO't IN LENGTH) PROPOSED HAND HOLE EXISTING CONDUIT eP7 PPE FOR SGAS EED (APPROX. EXIT IN L(NM) X X X pZ� x O SIP STING TANK L GAS al�---. GA1 X X X X— EXISTING GRASSED AREA Q —X X X X uop IEOP PROPOSED Ir x 26' FPL EOUIP W SHELTER SLOPE - - X X — -s` X --- -,---X. .. X nx XA x X X ij X /I X XJ PROPOSED JVA CONDUR' FOR POWER (APPRO)L 7O'3 DI EENG IO X X X X X X X X X X Hogs: PROPOSED CONDUIT ROUTING IS SCHEMATIC ONLY, CONTRACTOR SHALL DETERMINE SUITABLE ROUTING IN THE MELD. CD o O p UTILITY PLAN °° _.® 1 (REV I DATE I DESCRFIION \ AP% PRE N04 17-0149.07 DRAWN BY: A. WARREN CHECKED Sr. M. ABBEY THIS DRAWDTG IS COPYRIGHTED AND IS THE SOLE PROPERTY OF THE OWNEIL IT IS PRODUCED SOLELY FOR USE BY THE OWNER AND ITS AFFRATES REPRODUCTION OR USE OF THS DRAWING AND/OR THE INFORMATION CONTAINED IN R fx FORBIODEN IMMOUE THE WRITTEN PERMISSION OF 7HE OWNER A 9p ENGINEERING GROUP 3WD IMESDE DM SUITE Sn MIRWAR, R 33021 (95) 7N 1539 DERIW TE OF AUiHORGAFNN 319.E is FPL GCE iv No.68 'H 0�. E OF : 4N; �ORT'D ,,1ONr� oNAL • • m� DATE SIGNRUREI 1/24/18 ST LUCIE SERVICE CENTER DI01 ORANGE AVENUE FONT PIERCE. FL 34947 SHEET NAME UTILITY PLAN SHEET NUMBER E2 1. SCOPE PROVIDE LABOR, MATERIALS, AND EQUIPMENT, ETC., REQUIRED TO COMPLETE THE INSTALLATION SHOWN ON THE DRAWINGS. 2. CODES AND STANDARDS: INSTALLATION SHALL COMPLY WITH APPUCABLE LAWS AND ORDINANCES, UTILITY COMPANY REGULATIONS AND APPLICABLE REQUIREMENTS OF LATEST EDITIONS OF: A. NFC - NATIONAL FIRE CODES B. UL - UNDERWRITERS LABORATORIES C. NEC - NATIONAL ELECTRICAL CODE D. NEMA - NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION E. OSHA - OCCUPATIONAL SAFETY AND HEALTH ACT 3. PERMITS: OBTAIN AND PAY FOR REQUIRED PERMITS, UCENSES, FEES, INSPECTIONS, ETC. 4. COORDINATION: COORDINATE WORK WITH OTHER TRADES. 5. EXISTING SERVICES: DO NOT INTERRUPT EXISTING SERVICES WITHOUT WRITTEN PERMISSION OF THE OWNER. 6. CUTTING AND PATCHING: PROVIDE CUTTING REQUIRED TO DO THE WORK. DO NOT CUT MAJOR STRUCTURAL ELEMENTS WITHOUT APPROVAL PATCHING SHALL BE OF QUALITY EQUAL TO AND OF MATCHING APPEARANCE OF EXISTING CONSTRUCTION. 7. CONDUIT ROUTINGS ARE SCHEMATIC. CONTRACTOR SHALL INSTALL CONDUITS SO THAT ACCESS TO EQUIPMENT IS NOT BLOCKED. R@/ DATE DESCRHMON A 12/4/17 PRELNONARY 0 1/24/18 FOR PEANUT APX PROJECT NO.: 17-0149JT/ DRAWN IT* A WARREN CHECNED BN M. ABBEY 8. WIRING. RACEWAY AND SUPPORT METHODS AND MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEC AND AT&T STANDARD. mE • LU10RUN. 5 PUDrcOmUSE BY T 9. ALL CIRCUITS SHALL BE SEGREGATED AND MAINTAIN MINIMUM CABLE SEPARATION AS REQUIRED BY THE NEC AND AT&T STANDARD. REPRODuUCFroN RD USE of THIS DRAY AND/OR THE INFORMATION CONWNED 10. EACH END OF EVERY POWER, POWER PHASE CONDUCTOR (LE, HOTS), GROUNDING, AND T7 CONDUCTOR AND CABLE SHALL BE LABELED WITH COLOR -CODED INSULATION OR ELECTRICAL TAPE (3M BRAND, $ INCH PLASTIC ELECTRICAL TAPE WITH UV PROTECTION, OR EQUAL). THE IT IS FORBIDDEN WDHOU7 THE WIDTT IDENTIFICATION METHOD SHALL CONFORM WITH NEC & OSHA PERUMON OF THE OWNER 11. ALL ELECTRICAL COMPONENTS SHALL BE CLEARLY LABELED WITH ENGRAVED LAMACOID PLASTIC LABELS (OR EQUAL). ALL EQUIPMENT SHALL BE LABELED WITH THEIR VOLTAGE RATING, PHASE CONFIGURATION, WIRE CONFIGURATION, POWER OR AMPACITY RATING, AND BRANCH CIRCUIT ID NUMBERS (LE, PANELHOARD AND CIRCUIT IT'S). -�- 12. PANELBOARDS (ID NUMBERS) AND DISCONNECTS SHALL BE CLEARLY LABELED WITH ENGRAVED LAMACOID PLASTIC LABELS. � 13. POWER, CONTROL, AND EQUIPMENT GROUND WIRING IN TUBING OR CONDUIT SHALL BE SINGLE CONDUCTOR (#14 AWG OR LARGER). 600 V. OIL RESISTANT THHN OR THWN-2, CLASS B STRANDED COPPER CABLE RATED FOR 90 'C (WET AND DRY) OPERATION; LISTED OR LABELED FOR THE LOCATION AND RACEWAY SYSTEM USED, UNLESS OTHERWISE SPECIFIED. _ 14. SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED INDOORS SWILL BE SINGLE CONDUCTOR 6 AWG OR LARGER), 600 V. OIL RESISTANT THHN OR THWN-2 GREEN INSULATION, CLASS B STRANDED COPPER CABLE RATED FOR 90 'C ^YET AND DRY) OPERATION; LISTED OR LABELED ``"""� ap .'a.,, FOR THE LOCATION AND RACEWAY SYSTEM USED, UNLESS OTHERWISE SPECIFIED. ( ) / E N O I N E E I N G G R UP WO W( E DM SURE $2S 15. POWER AND CONTROL WIRING, NOT IN TUBING OR CONDUIT. SHALL BE MULTI -CONDUCTOR, TYPE TC CABLE 14 AWG OR LARGER). 600 V. OIL RESISTANT THHN OR THWN-2, CLASS B STRANDED COPPER CABLE RATED FOR 90 'C AND D OPERATION; WITH OUTER JACKET; n ]]Dn CA LISTED OR LABELED FOR THE LOCATION USED, UNLESS OTHERWISE SPECIFIED. LERRYIGTE OF AURIORRAMN 31948 15. ALL POWER AND GROUNDING CONNECTIONS SHALL BE CRIMP -STYLE, COMPRESSION WIRE LUGS AND WIRENUTS BY THOMAS AND BETTS (OR EQUAL). LUGS AND WIRENUTS SHALL BE RATED FOR OPERATION AT NO LESS THAN 75-C (90'C IF AVAILABLE). 17. RACEWAY AND CABLE TRAY SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA, UL. ANSI/IEEE, AND NEC. 18. CONDUIT AND TUBING FITTINGS SHALL BE THREADED OR COMPRESSION -TYPE AND APPROVED FOR THE LOCATION USED. SETSCREW FITTINGS ARE NOT ACCEPTABLE. 19. CABINETS, BOXES, AND WIREWAYS SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA, UL. ANSI/IEEE, AND NEC. IQ 20. THE CONTRACTOR SHALL PROVIDE NECESSARY TAGGING ON THE BREAKERS, CABLES AND DISTRIBUTION PANELS IN ACCORDANCE WITH THE APPLICABLE CODES AND STANDARDS TO SAFEGUARD AGAINST LIFE AND PROPERTY. 21. ALL VERTICAL RUNS OF POWER CABLE EXCEEDING 60 FEET IN LENGTH SHALL BE SUPPORTED PER N.E.C. ARTICLE 300 USING KELLEMS GRIPS OR ACCEPTABLE EQUAL CABLE SUPPORT SYSTEM. PROVIDE SUPPORT CABLES AS PER N.E.C. TABLE 300.19(A). FPL 22. CONTRACTOR SHALL PROVIDE LABELS FOR EACH BREAKER INCLUDING THE BREAKER POSITION NUMBER, THE BREAKER SIZE AND A DESCRIPTION OF BREAKER FEED. CONSTRUCTION MANAGER MUST APPROVE BREAKER LABELS AND MOUNTING LOCATION. 23. PULL BOXES FOR FIBER REQUIRED EVERY 180 DEGREES.A. ` PA J��Q'.••. C, ENS • NoJE511; DATE I I / ST LUCIE SERVICE CENTER 3301 ORANGE AVENUE FORT PIERCE FL 34947 ELECTRICAL NOTES ELECTRICAL NOTES I 1 l E1 DESIGN CRNERIA: SEE T-1 12' z 25' PRECAST SHELTER W/ GENERATOR 75.000 Ibs SHELTER ROOF 30 PSF SHELTER FLOOR 200 PSF SHELTER SLAB 4,000 PSI ALL OTHER CONCRETE 3,000 PSI REINFORCING STEEL A615 GRADE 60 WELDED WIRE FABRIC A185 S41L' r- 2.000 PSF ALLOWABLE BEARING CAPACITY ON SANDY SOIL (FBC TABLE 1806.2) ALLOWABLE LATERAL SOIL CAPACITY 150 PSF/Ff BELOW NATURAL GRADE (FBC TABLE 1806.2) COMPACTED FILL (SOIL BELOW SHELTER SLAB TO BE COMPACTED TO 95R OF MODIFIED PROCTOR DENSITY PER ASTM D1557) SHELTER FOUNDATION PLAN 6' #57 CRUSHED GRANITE FILL (TYP.) 1'-0' (TYP-) PRE SHELTER SLAB TIE -DOWN PLATE (PROVIDED WITH SHELTER) I LIFE BOLTS (PROVIDED WITH SHELTER) WO GALV. HILTI KWIK BOLT III W/ 5' EMBED. (TYP. OF 2) I � o ' N CONCRETE FOUNDATION I PRECAST 3 LL_ J00- ` ;5x3O SHELTER ' PRE -FABRICATED c B ABOVE `-r— BUILDING LINE AND I SLAB EDGE < • ! ` ' .. ANDBOTNDATIONW (TYP.) 0 16'-0' SLOPE 40-1112.%W2.9 WELDED WIRE FABRIC PRE -CST SHELTER SLAB FOUNDATION SLAB FO ANCI 2 PLATE 3 TIE —DOWN •� N 8'-7' NOTE - OMIT BOTTOM REINFORCING MAT ONCE RAMP THICKNESS IS LESS THAN 10'. NTS I 1 MP/STOOP DETAIL , z NTs 2 PRE -FORMED 'ANSION JOINT —F- (4) #5 AT TOP AND I BOTTOM LONGITUDIDAL GRADE -�\ COMPACTED FILL — #5 m 12' O.C. MAX TRAVERSE — CONCRETE STOOP/ RAMP ap ENGINEERING GROUP 3NIo "moz om 5oI1E 52 (954) 7"-IMB CEROFlCAIE of MIIHOIMMN 31M 0 FPL IA,V�i e G E No. 6831 I j TJ ATj� OF TOP OF SLAB eee // V. EL .4 NAVD88 ts' G R 1 �.� �(� ..... TOP OF GRAVEL -- --- . - 13.9 NAVD86 MTE 9GNATURk:. 1/2 COMPACTED�F4L --r-�. /l% 1 F7(ISTING E ST LUCIE EL 13.4 6 SERVICE CENTER #3 STIRRUP ® 12' O.C. MAX. (TYP.) ` 5 3301 ORANGE AVENUE (8) # CONT. FORT PIERCE, FL 34947 (TYP-) SHEET NAPE SHELTER PAD DETAILS 25'-0- - SMFET NUMBER SITE IS LOCATED IN FEMA FLOOD ZONE 'X'. - FOUNDATION SECTION Nml 4 C4 I I 25'-0" SHELTER SLAB _---______-_____._______.__°.- --__- °-,--° ( e-- --'-, TIE -DOWN PLATE FPROVIDED WITH SHELTER) DESIGN CRITERIA: ° " LIFT BOLTS (PROVIDED d I" WITH SHELTER) SEE T-1 a DEAD LOAD: I I %'0 GALV. HILTI KWIK BOLT III W/ 5' �• 12' x 25' EMBED. (TYP. OF 2) a PRECAST SHELTER W/ GENERATOR 75,000 IDS oI 4 ° v'• I IVF LOAD: SHELTER ROOF 30 PSF I SHELTER FLOOR 200 PSF 1 I I CONCRETE CONCRETE (28 DAYS): FOUNDATION SHELTER SLAB 4.000 PSI ALL OTHER CONCRETE 3.000 PSI " I T REINFORCING STEEL A615 GRADE 60 ^ ;° " PRECAST SLAB TIE -DOWN NTS 2 WELDED WIRE FABRIC Al 85 "a ' " I ' 'I •PRE -FORMED 4'-0' EXPANSION JOINT 2,000 PSF ALLOWABLE BEARING CAPACITY ON SANDY SOIL (FBC TABLE 1806.2) 4'-0' dV ALLOWABLE LATERAL SOIL CAPACITY 150 E Lyx ro = (4) T5 AT TOP AND a BOTTOM TOP PSF/FT BELOW NATURAL GRADE FBC TABLE 1806.2 %� " d ( ) PRE -CASE SHELTER % e PRE -FABRICATED o SLAB ABOVE ��\�\ _ a _` GRADE COMPACTED FILL (SOIL BELOW SHELTER BUILDING LINE AND I #5x30'x3O" CORNER ; SLAB 70 BE COMPACTED TO 95% OF SLAB EDGE a MODIFIED PROCTOR DENSITY PER ASTM L-BARS AT TOP AND /�.--= COMPACTED FILL D1557) eorroM OF eFiow (TYP-) \: \'.�� #s 012D.C. /� i<: ,(\i" MAX TRAVERSE CONTRACTOR SHALL PROVIDE SOIL TEST ' ' . i RESULTS AFTER REMOVAL OF EXISTING2 FOUNDATION SHELTER TO SHOW ALL REQUIREMENTS ARE 0 SLOPE .e ANCHORING CONCRETE STOOP/ ACHIEVED $ PLATE (rYP.) RAMP r - 0 MOTE' OMIT BOTTOM REINFORCING MAT ONCE RAMP 16,-0' 6'-7' THICKNESS IS LESS THAN 10'. SHELTER -FOUNDATION-PLAN -MS 1-1-1-RAMP/STOOP-DETAIL NTS 3- PRE-CAST 6' #57 CRUSHED SHELTER SLAB GRANITE FILL (TYP.) FOUNDATION .o SLAB • ,-,' .,a . a .. TOP OF SLAB - a EL 15.4 NAVD88 e x _ x_ - —r x -- x -. x, x,� x -=. x x x ° x- - X --•- x— x z x TOP OF GRAVEL /�\i �\ X\\�\�\�\\�\ EL 13.9 NAVD88 COMPA _\ a ..- EXISTING GRADE WELDED xWIRE \��/EL 13.4 NAVD88 /\ 12 FABRIC j{3 STIRRUP /•.,/\�i o\ 0 12' O.C. 4 MAX' (rYP') Lj (8) {j5 CONE. JLJ MR) .. A 1'-0- (TYP.) REV DATE DESCRIPTION A 12/4/17 PRELIMINARY 0 1/24/18 FOR PERMIT 1 5/18/18 REVISED APX PRGIECT NO.: 17-0149.07 DRAWN BY: A WARREN CHECKED BY: M. ABBEY THIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY OF THE OWNER IT IS PRODUCED SOLELY FOR USE BY THE OWNER AND T5 AFFILIATES. REPRODUCTION OR USE OF THIS DRAWING AND/OR THE INFORMATION CONTAINED IN R IS FORBIDDEN WITHOUT THE WRITTEN PERMISSION OOFF THE OWNER. a ENGINEERING GROUP MOO IMMIIOE DRIVE 51111E 525 MIRAWW, R 33027 (954) 744-15 11 CFAIIFGTE OF NIIHORIMTION 31948 -. . o No. 8 2 '-. .00 ;N :W S ATE OF P; p R)O a04' lONA..*** �`. `DATE'1F SIGNATURE: 5/18/18J ST LUCIE SERVICE CENTER 3301 ORANGE AVENUE FORT PIERCE FL M947 SHEET WE SHELTER PAD DETAILS MOTE. ZD -U SHEET NUMBER SITE IS LOCATED IN FEMA FLOOD ZONE 'X'. FOUNDATION SECTION ITIS 4 C4 CABLES CABLE BRIDGE e TOWER EQUIPMENT SHELTER SLOPE 1' DRI 1' DRIP LOOP LOOP v CABLE BRIDGE SIDE ELEVATION U. 12' MIN. CABLE BRIDGE DETAIL eCABLE BRIDGE CABLE BRIDGE (CONNECT-rr MODEL# ENGB110-14, OR APPROVED EQUAL) n arRal PSI CONCRETE SONOTUBE FORM 2' I f Z 3 I CABLE BRIDGE CROSS-SECTION NTS l 1 l (NOT USED) Nrs 14 1 TRAPEZE ISOMETRIC RT BLACK OR IUAL) )DO ED D ROD (REV I DATE I DESCRIPTION 1 API( PROJECT NO- 17-2149.07 DRAWN SY: A WARREN CHECKED BY: N. ABBEY THIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY OF THE OWNER. IT IS PRODUCED SOLELY FOR USE IN THE OWNER AND ITS AFF MTES REPRODUCDON OR USE OF TIES DRANNO AND/OR 7NE INFORMATION CONEAINED IN R LS FORBIDDEN wDHoLrr THE WROIEN PERMISSION OF fl@ OWNER. 'Pa ENGINEERING GROUP 34W W MDE ORNE. SURE 525 MIRAIMR. R 33027 (954) 744-153B CERRRCATE OF AUMORUXWN 31948 2 IQ FPL jp No. 663 y IS OF O:�W 0RLO,,4% DATE OF IGNAIURM 1/24/11 ST LUCIE SERVICE CENTER 3301 ORANGE AVENUE FORT PIERCE. FL 34947 SHEET NAME CABLE MOUNTING DETAILS SHEET NUMBER NTs 5 C3 PROPOSED C 1 ABOVE C3 PROPOSED EXISTING SPRINT COAX CABLE ROUTED VERTICALLY ON POSTS PROPOSED HAND ROLE EXISTING SPRINT UTILITY H-FRAME X X X X X EXISTING FPL LP TANK EXISTING TRANSFORMER EXISTING SPRINT EQUIPMENT CABINET ON CONCRETE PAD (TYP. OF 2) EXISTING SPRINT COAX CABLE BRIDGE - (PROPOSED COMPOUND PLAN X X X X 3 6-0 X EXISTING EXISTING GRASSED AREA X EXISTING GRAVELED AREA X X X X — X LISTING 12'f WIDE ACCESS GATE X EXISTING AT&T =" EQUIPMENT SHELTER X X EXISTING AT&T COAX BRIDGE /ZX X r Y" EXISTING 300'f GUYED TOWER X EXISTING 8' HIGH CHAIN -LINK CHAIN -LINK FENCE W/ 3-STRAND X BARBED WIRE (TYP.) fl PROPOSED FPL. H-FRAME E4 -w EXISTING TELCO PEDESTAL EXISTING HAND HOLE - -X X X X X B) STROBE BOX 20'f WIDE GATE au ESe X X EXISTING SPRINT UTILITY H-FRAME X X X X X EXISTING FPL LP TANK X x EXISTING TRANSFORMER EXISTING SPRINT EQUIPMENT CABINET ON CONCRETE PAD (TYP. OF 2) EXISTING SPRINT COAX CABLE BRIDGE EXISTING COMPOUND PLAN i' X X X X X�/ \A x ... X IT x r X EXISTING 12'f WIDE ACCESS GATE x iJ' X EXISTING.. GRAVELED %% IXAT AREA ��' EQUIPMENT - x !' SHELTER X X X Ile A/CA/CF4�v-a.� X VF . EXISTING AT&T COAX �X-<, :•'r .Ftf' -X X X X X TX X X X X BRIDGE X� �X i ( X X EXISTING 3D0'f GUYED TOWER x D(ISITIG FM STROBE BOX DQSIfNC FPL / i 'z - TO BE RELOCATED X ' r To I RDAOViD� f GSTTRG - DCOAX BRIDGE TO x> / BE IBM= (RYP. OF 2) x j,LJ EXISTING S' HIGH { = CHAIN -LINK CHAIN -LINK X X X — I FENCE W/ 3-STRAND I BARBED WIRE (TYP.) EXISTING 20't WIDE ACCESS GATE EXISTING GRASSED AREA I EXISTING TELCO PEDESTAL EXISTING HAND HOLE X X X X X X X CONCRETE: 1. ALL CONCRETE SHALL BE 4,000 PSI MIN. AFTER 28 DAYS AND ALL WORK SHALL CONFORM TO ACI 318, 'BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE' AND TO THE PROJECT SPECIFICATIONS. 2. RFADY-MIX CONCRETE SUPPLIERS SHALL BE NRRMA-CERTIFIED. 3. ALL CONCRETE SHALL BE NORMAL. DENSITY CONCRETE WITH A MAXIMUM SLUMP OF 4 INCHES AND A MAXIMUM AGGREGATE SIZE OF % INCH. -4. NO ADDITIONAL WATER SHALL BE ADDED TO THE CONCRETE AT THE JOB SITE. 5. DO NOT USE CHLORIDE -CONTAINING ADMIXTURES. 6. HOT WEATHER CONCRETE: COMPLY WITH ACI 305R. 7. REINFORCING OF ALL CONCRETE MEMBERS SHALL HAVE THE FOLLOWING CLEAR CONCRETE COVER: INCHES 3 CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH CONCRETE EXPOSED TO EARTH OR WEATHER: 2 g6 THROUGH #18 BARS 1$ #5 BAR OR SMALLER CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: SLABS AND WALLS 1$ #14 AND #18 BARS 1 #11 BAR AND SMALLER COLUMNS PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS 8. UNLESS OTHERWISE NOTED, PROVIDE A MINIMUM BEARING LENGTH OF 4 INCHES FOR ALL REINFORCED CONCRETE SLABS. 9. PROVIDE CHAMFERS, REVEALS, REGIETS. RECESSES AND THE LIKE AS SHOWN ON THE ARCHITECTURAL OR STRUCTURAL DRAWINGS. 10. NO HOLES OR SLEEVES SHALL BE MADE THROUGH CONCRETE WORK OTHER THAN THOSE INDICATED ON THE STRUCTURAL DRAWINGS WRHOUT THE APPROVAL OF THE STRUCTURAL ENGINEER. 11. PROVIDE CAST -IN -PLACE CONCRETE FOR MECHANICAL AND ELECTRICAL DIVISIONS INCLUDING BUT NOT UMITED TO: EQUIPMENT BASES, HOUSEKEEPING PADS, CURBS, PITS, UNDERGROUND DUCTBANKS. 12. ALL FORMWORK OFFSET TOLERANCES (PER ACI SP-117) TO BE CLASS A 13. FLOOR SLAB TOLERANCE TO ASTM E1155: SPECIFIED OVERALL MINIMUM VALUE OF FLATNESS FF-25 WITH LOCAL MINIMUM FF-17, AND MINIMUM VALUE OF LEVELNESS FL=20 WITH LOCAL MINIMUM FL-15. MEASURE FL AND FF WITHIN 72 HOURS OF SLAB CONSTRUCTION. GENERAL STRUCTURAL NOTES 1. REINFORCING BARS: ASTM A615, GRADE 60. PREFORMED BARS. 2. WELDED WIRE MESH: TO ASTM A185. PROVIDE IN FLAT SHEETS ONLY. VERTICAL PLACEMENT TOLERANCE TO BE % INCH. 3. REINFORCING STEEL TO BE DETAILED, FABRICATED, BENT AND PLACED IN ACCORDANCE WITH THE CRSI MANUAL OF STANDARD PRACTICE AND ACI 315. 4. THE GENERAL CONTRACTOR SHALL FABRICATE ALL REINFORCEMENT AND FURNISH ALL ACCESSORIES, BOLSTERS, CHAIRS, SPACER BARS AND SUPPORTS NECESSARY TO SECURE THE REINFORCEMENT UNLESS INDICATED OTHERWISE, OR PROVIDED BY MANUFACTURER. 5. WHERE INDICATED, REINFORCING BARS SHALL BE WELDED IN ACCORDANCE WITH AWS D1.4 'STRUCTURAL WELDING CODE - REINFORCING STEEL'. 6. IN REINFORCED MASONRY WALLS, COLUMNS AND BEAMS, REINFORCING SHALL BE HELD IN PLACE WITH 'DUR-O-WALL' REBAR POSITIONERS, OR APPROVED EQUAL, PRIOR TO GROUTING. 7. IN SLABS WHERE REINFORCING IS SHOWN IN ONE DIRECTION ONLY, PROVIDE INDICATED TEMPERATURE REINFORCEMENT AT 90 DEGREES TO PRINCIPAL REINFORCEMENT. B. LAP SPUCES: A) SUBMIT PROPOSED LOCATIONS OF LAP SPLICES FOR APPROVAL B) CONCRETE: PROVIDE CLASS B TENSION LAP SPICES UNLESS NOTED OTHERWISE C) MASONRY: LAP SPLICE BARS A MINIMUM OF 40 BAR DIAMETERS UNLESS NOTED OTHERWISE D) WELDED WIRE MESH - MINIMUM LAP 8 INCHES, MEASURED BETWEEN OUTERMOST CROSS -WIRES OF EACH SHEET. 9. ENSURE THAT A MINIMUM OF 2 - g5 BARS ARE PROVIDED CONTINUOUSLY AT ALL SLAB EDGES BY ADJUSTING BAR LENGTHS OR PROVIDING ADDITIONAL TOP/BOTTOM EDGE BARS AS REQUIRED. 10. PROVIDE 1 - $5 NOSING BAR FOR ALL SILLS, LEDGES, CURBS, PADS AND STEPS UNLESS OTHERWISE INDICATED. 1. ALL STRUCTURAL STEEL WORK SHALL CONFORM TO THE LATEST EDITION OF THE AISC 'STEEL CONSTRUCTION MANUAL'. 2. MATERIAL A ALL STRUCTURAL STEEL WF BEAMS SHALL BE ASTM A992 AND 'HOT DIPPED' GALVANIZED IN ACCORDANCE WITH ASTM A123 AND ASTM A153 STANDARDS. B. ALL STRUCTURAL PLATES, ANGLES, AND CHANNELS SHALL BE ASTM A572 GRADE 50 AND 'HOT DIPPED' GALVANIZED IN ACCORDANCE WITH ASTM A123 AND ASTM A153 STANDARDS. UNLESS NOTED OTHERWISE. C. ALL TS MEMBERS SHALL BE ASTM ASOO GRADE B (Fy=46ksT), AND 'HOT DIPPED' GALVANIZED IN ACCORDANCE WITH ASTM A123 AND ASTM A153 STANDARDS. D. ALL STRUCTURAL PIPE MEMBERS SHALL BE ASTM A500 GRADE B (Fy=42ksll, AND 'HOT DIPPED' GALVANIZED IN ACCORDANCE WITH ASTM A123 AND ASTM A153 STANDARDS, UNLESS NOTED OTHERWISE E ALL NON-STRUCTURAL PIPE MEMBERS SHALL BE ASTM A53 GRADE B. AND 'HOT DIPPED' GALVANIZED IN ACCORDANCE WITH ASTM A123 AND ASTM A153 STANDARDS. 2. DESIGN, FABRICATION, AND CONSTRUCTION OF ALL CONNECTIONS SHALL CONFORM TO AISC STEEL. CONSTRUCTION MANUAL 3. WELDING: A. ALL WELDS, WELDERS, AND WELD INSPECTIONS SHALL CONFORM TO THE REQUIREMENTS OF AWS D 1.1. LATEST REVISION. S. ALL WELDS SHALL BE MADE WITH E70XX LOW HYDROGEN ELECTRODES. C. ALL STEEL SHALL BE SPRAY GALVANIZED AFTER WELDING. 4. ALL BOLTS SHALL BE GALVANIZED %' DIAMETER, A325-N, UNLESS NOTED OTHERWISE AND TIGHTENED TO A SNUG TIGHT" CONDITION AS DEFINED BY AISC. SECURE NUT WITH LOCKING WASHER. 5. ANCHOR BOLTS SHALL CONFORM TO ASTM F1554 GRADE 36. UNLESS NOTED OTHERWISE 6. THE CONTRACTOR/STEEL. FABRICATOR SHALL LOCATE ANY REINFORCEMENT IN THE STRUCTURAL MEMBERS IN SUCH A MANNER SO THAT THERE WILL NOT BE CONFLICT WITH THE REINFORCEMENT WHEN INSTALLING ANCHORS. THE ANCHORS SHALL BE INSTALLED PER THE MANUFACTURER'S INSTRUCTION. 7. THE CONTRACTOR/STEEL FABRICATOR SHALL CONFORM TO THE MINIMUM EDGE DISTANCE REQUIREMENTS IN ACCORDANCE WITH THE AISC MANUAL OF STEEL CONSTRUCTION. 8. ALL STRUCTURAL STEEL SHALL BE FABRICATED TO FIT AT BOLTED CONNECTIONS WITHIN 1/16 INCH TOLERANCE STRUCTURAL STEEL SHALL NOT BE FLAME CUT UNDER ANY CIRCUMSTANCES W(iHOUT APPROVAL OF THE ENGINEER. 9. THE CONTRACTOR/STEEL FABRICATOR SHALL CAP OR SEAL ALL PIPES AS REQUIRED TO PREVENT WATER INTRUSION. 10. THE CONTRACTOR/STEEL FABRICATOR SHALL SUBMIT SHOP DRAWINGS FOR REVIEW PRIOR TO ANY STEEL FABRICATION. AT THE CONTRACTOR'S OPTION, FIELD SPLICES MAY BE USED FOR ERECTION PURPOSES. IF FIELD SPLICES ARE USED, THE SHOP DRAWINGS SHALL INCLUDE ALL DETAILS FOR THE PROPOSED FIELD SPLICES. 11. AT THE CONTRACTOR'S OPTION, SHOP WELDS MAY BE USED INSTEAD OF FIELD WEIRS. 12. SUBMIT ORIGINAL SHOP DRAWINGS, INCLUDING COMPLETE DETAILS, SCHEDULES OF FABRICATION AND ASSEMBLY, PROCEDURES, AND DIAGRAMS. INCLUDE DETAILS OF CUTS, CONNECTIONS, CAMBER, HOLE, AND OTHER PERYNENT DATA. INDICATE WELDS BY STANDARD AWS A2.1 AND A2.4 SYMBOLS, AND SHOW SIZE, LENGTH, AND TYPE OF WELD. PROVIDE SETTING DRAWINGS, TEMPLATES, AND DIRECTIONS FOR INSTALLATION OF ANCHOR BOLTS AND OTHER ANCHORAGES TO BE INSTALLED AS WORK OF OTHERS' SECTIONS. 13. ALL WALL PENETRATIONS SHALL BE SUfVED_(IF REQUIRED), CAULKED AND SEAL TO FORM AN AIR TIGHT SEAL 11 STRUCTURAL STEEL NOTES REV DATE DESCRIPTION A 12/4/17 PRELIMINARY D 1/24/18 FOR PERMIT APX PROJECT NO3 17-0149.D7 DRAWN IT: A WARREN CHECKED BY: M. ASMY a�� ENGINEERING GROUP WO MEVDE DRNE, Sun 525 MWAWR. FL 33DR7 (954) 744-1538 CERIR1 n OF MIMORR MON 31948 A. 1 E IV 2 flTE OF GORTVP.�� ®d'9A4•"r�il�� P ST LUCIE SERVICE CENTER 3301 ORANGE AVENUE FORT PIERCE FL 3047 SHEET NAME GENERAL NOTES SHEET NUMBER 2 T3 2. 3. 4. 5. 6. 7. 8. S. 10. 11. 12. 13. 14 15 • f- FOR THE PURPOSES OF THESE CONSTRUCTION uRAWINGS, THE FOLLOWING DEFINITIONS SHALL APPL'.' - ' OWNER - FPL ENGINEER - APX ENGINEERING CONTRACTOR - GENERAL CONTRACTOR (CONSTRUCTION) PRIOR TO SUBMITTING HIS BID, THE CONTRACTOR SHALL VISIT THE JOB SITE IN ORDER TO (1) VERIFY ALL EXISTING CONDITIONS, (2) CONFIRM WHETHER ALL DIMENSIONS ARE AS SHOWN ON THE PLANS AND (3) CONFIRM WHETHER THE WORK MAY BE ACCOMPLISHED AS SHOWN. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE CONSTRUCTION MANAGER. A 20-FOOT HORIZONTAL CLEARANCE DISTANCE SHALL BE MAINTAINED FROM ALL EXISTING POWER LINES. THE CONTRACTOR'S USE OF A CONSTRUCTION STAGING AREA SHALL BE COORDINATED WITH THE OWNER WELL IN ADVANCE OF THE CONSTRUCTION START DATE. LABOR, MATERIAL, TOOLS, EQUIPMENT, TRANSPORTATION AND TEMPORARY POWER SERVICES NECESSARY FOR AND INCIDENTAL TO COMPLETION OF ALL WORK SHALL BE PROVIDED AS INDICATED ON THE DRAWINGS AND/OR AS SPECIFIED HEREIN. LABOR AND MATERIALS SHALL BE FURNISHED AS REQUIRED FOR COMPLETE SYSTEMS, INCLUDING ALL ELEMENTS OBVIOUSLY OR REASONABLY INCIDENTAL TO A COMPLETE INSTALLATION, WHETHER OR NOT SPECIFICALLY INDICATED ON THE PLANS. FOR TASKS REQUIRED TO BE PERFORMED BUT NOT CLEARLY DEFINED OR IDENTIFIED BY THE CONTRACT DOCUMENTS, THE CONTRACTOR SHALL NOT START WORK ON SUCH TASKS WITHOUT HAVING RECEIVED WRITTEN AUTHORIZATION FROM THE CONSTRUCTION MANAGER TO PROCEED. THE DRAWINGS ARE DIAGRAMMATIC AND INDICATE THE GENERAL ARRANGEMENT OF SYSTEMS AND EQUIPMENT UNLESS OTHERWISE INDICATED BY DIMENSIONS OR DETAILS. EXACT EQUIPMENT LOCATIONS MAY BE MODIFIED AS REQUIRED BY ACTUAL FIELD CONDITIONS. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS. CONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY THE ENGINEER AND THE CONSTRUCTION MANAGER. THE CONTRACTOR SHALL OBTAIN, PAY FOR AND DELVER ALL REQUIRED PERMITS. CERTFICATES OF INSPECTION, INCLUDING UTILITY CONNECTION FEES, ETC., REQUIRED BY THE AUTHORITIES HAVING JURISDICTION AND SHALL DELIVER SUCH DOCUMENTS TO THE OWNER PRIOR TO FINAL ACCEPTANCE OF THE WORK. THE CONTRACTOR'S OPERATIONS SHALL BE CONFINED TO AREAS OF NEW CONSTRUCTION. ALL. NECESSARY PROVISIONS SHALL BE MADE TO PROTECT EXISTING IMPROVEMENTS. LANDSCAPING, PAVING, CURBS, GALVANIZED SURFACES. ETC, AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO SAME RESULTING FROM THE CONSTRUCTION WORK. ALL DISTURBED AND DAMAGED AREAS SHALL BE RESTORED TO THEIR ORIGINAL CONDITION OR BETTER UPON COMPLETION OF ALL WORK TO THE SATISFACTION OF THE CONSTRUCTION MANAGER. THE FOLLOWING CLEANUP TASKS SHALL BE PERFORMED AS FOLLOWS: (1) ON A DAILY BASIS. KEEP THE GENERAL AREA CLEAN AND HAZARD FREE, REMOVING ALL WASTE, DEBRIS AND TRASH FROM THE SITE AND DISPOSING OF SAME IN A LEGAL MANNER. (2) UPON COMPLETION. LEAVE THE PREMISES IN A CLEAN CONDITION AND FREE FROM PAINT SPOTS. DUST. OR SMUDGES OF ANY NATURE. ALL EQUIPMENT AND MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE RESPECTIVE MANUFACTURER'S RECOMMENDATIONS EXCEPT WHERE IT IS SPECIFICALLY INDICATED OTHERWISE IN THE CONTRACT DOCUMENTS OR WHERE LOCAL CODES OR REGULATIONS TAKE PRECEDENCE ALL WORK PERFORMED AND MATERIALS INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS AND ORDINANCES. THE CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES. RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY HAVING JURISDICTION OVER THE PERFORMANCE OF THE WORK. MECHANICAL AND ELECTRICAL SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AS WELL AS LOCAL AND STATE CODES, ORDINANCES AND APPLICABLE REGULATIONS. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AT ALL TIMES. USING THE BEST SKILLS AND ATTENTION. HE SHALL BE SOLELY RESPONSIBLE FOR ALL OF THE CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK, INCLUDING CONTACT AND COORDINATION WITH THE CONSTRUCTION MANAGER AND WITH THE OWNER'S AUTHORIZED REPRESENTATIVE WITHIN TEN (10) WORKING DAYS AFTER PROJECT COMPLETION. THE CONTRACTOR SHALL PROVIDE A COMPLETE SET OF AS -BUILT DRAWINGS. SWEEP TEST, CYLINDER TESTS, LIEN RELEASES, AND OTHER CLOSEOUT DOCUMENTATION AS REQUIRED BY THE OWNER. ALL SYSTEMS SHALL BE COMPLETELY ASSEMBLED, TESTED, ADJUSTED AND DEMONSTRATED TO BE READY FOR OPERATION PRIOR TO THE OWNER'S ACCEPTANCE THE APPROPRIATE UTILITY LOCATING SERVICES SHALL BE CONTACTI�� . f 'IOR TO THE START OF CONSTRUCTION IN ORDER :IRIFY THE EXACT LOCATION OF ALL EXISTING UNDERGROUND UTILITIES. 2. THE INSTALLATION OF NEW UTILITIES SHALL BE COORDINATED WITH LOCAL AUTHORITIES. 3. ALL EXISTING ACTIVE SEWER. WATER, GAS, ELECTRIC AND OTHER UTILITIES. WHERE ENCOUNTERED IN THE WORK, SHALL BE PROTECTED AT ALL TIMES. WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK. SUCH UTILITIES SHALL BE RELOCATED AS DIRECTED BY THE CONSTRUCTION MANAGER. EXTREME CAUTION SHALL BE USED WHEN EXCAVATING OR DRIVING PIERS AROUND OR NEAR UTILITIES. 4. RUBBISH. STUMPS, DEBRIS. STICKS. STONES AND OTHER REFUSE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF LEGALLY. S. ALL EXISTING INACTIVE SEWER, WATER. GAS, ELECTRIC AND OTHER UTILITIES THAT INTERFERE WITH THE EXECUTION OF THE WORK SHALL BE REMOVED AND/OR CAPPED, PLUGGED OR OTHERWISE DISCONTINUED AT POINTS THAT WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK. SUBJECT TO THE APPROVAL OF THE LANDLORD AND/OR LOCAL UTILITIES. 6. DISTURBANCE TO THE EXISTING SITE DURING CONSTRUCTION SHALL BE MINIMIZED. 7. ANY AREAS OF THE CONSTRUCTION SITE DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER. EQUIPMENT OR DRIVEWAY, SHALL BE GRADED TO A UNIFORM SLOPE SUCH GRADING SHALL CAUSE SURFACE WATER TO FLOW AWAY FROM ANY EQUIPMENT SHELTER AND TOWER AREAS AND THE SOIL SHALL BE STABILIZED TO PREVENT EROSION. EROSION CONTROL MEASURES,IF REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE LOCAL GUIDELINES FOR EROSION AND SEDIMENT CONTROL 8. THE SUB -GRADE SHALL BE COMPACTS AND BROUGHT TO A UNIFORM GRADE PRIOR TO FINISHED SURFACE APPLICATION: S. BACKFILL SHALL CONSIST OF CLEAN SAND FILL APPROVED FOR USE BY THE ENGINEER. NO UNAPPROVED MATERIAL WILL BE ALLOWED. CLEAN SAND FILL SHALL BE FREE OF ALL ROOTS. BOULDERS, OR OTHER DELETERIOUS MATERIAL.. 10. THE CONTRACTOR SHALL RESTORE ALL DISTURBED AREAS TO EQUAL TO OR BETTER CONDITION THAN ORIGINAL 11. SITE SIGNAGE SHALL BE PROVIDED IN ACCORDANCE WITH THE TECHNICAL SPECIFICATIONS FOR SUCH SIGNAGE AS MAY BE CONTAINED IN THESE DRAWINGS. SITE WORK NOTES 121 1. GENERATOR SHALL COMPLY WITH ALL OF THE REQUIREMENT OF NFPA 110. 2. GENERATOR: CLASS X (USER DEFINED) TYPE 60 LEVEL 2 3: EXISTING SITE IS UNMANNED. ALL GENERATOR CONDITIONS ARE MONITORED REMOTELY FROM FPLS CENTRAL OFFICE MONITORED CONDITIONS ARE AS FOLLOWS: -ENGINE RUN -ENGINE STOP -LOW FUEL E GENERAL NOTES 111 GENERATOR NOTES 1 3j ST LUCIE SERVICE CENTER 3301 ORANGE AVENU FORT PIERCE, FL 7 EQUIPMENT S ER REPLACEMENT . LOCAL MAP P RTY SUMMARY PROJECT DESC t7t INDEX OF DRAWINGS Fq9{pr i �•—s f'`" ^�" �° z ? ' f'=r"'a g } + 6 ,4s 'x I I-.prau ,,."•,d••-.. + ' r ,..c n �� e•r-= { >•• �^- .�' z-�" a --a° a�a'�—I'^- L,� --r "^ -1= t I t • 1 : v B e•° Irvtn2 J� -q, n y�0 tr s�iaerrenuG }. �© u, SITE LOCATION + " xt°r.••e��® :B� ° xs )I-_ '' �aerl -7�'— _ n�nsdmr . t 1 1 t- lIIil Il °:°'�" +` g = mmm " a r!k'.: •°.m a��y�: -+...•`:'. u. ,,. w:.. ...., n°asma-Go Ie..,.W c .,�.��?.'�..4 ,.;.rc__ ,1+ { aU4 ny r �#. - (�"''�; >s '� --� t i --).aae; i L +� +p -_ y I - I �,.. ," `�a'�" 2408-311-0001-000-0 PROPERTY OWNER FLORIDA POWER AND LIGHT COMPANY 700 UNIVERSE BOULEVARD, PSX/JB JUNO BEACH. FL 33408 1A7II11QE 27.4.16180' N LONGITUDE 80.359572 W ZONING JURISDICTION ST WCIE COU 1. THE WIRELEb'S COM ONS • FACILDY IS NOT INTENDED FOR HU UPANCY. �� 2. THIS FACI FS NOT REQUIRE POTABLE WATER AND WILL RO�DUCE ANY SEWAGE 3. NTRACTOR SHALL VERIFY •ALL PLANS AND EXISTING DIMENSIONS AND CONDITIONS ON THE JOB SITE AND SHALL IMMEDIATELY NOTIFY THE ENGINEER NETT IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE ORK OR BE RESPONSIBLE FOR SAME 4. TH PE OF WORK CONSISTS OF PROPOSING A VAR ELATION: •REMOVAL OF NG EQUIPMENT SHELTER REMOVAL OF (1) EXISTIN GENERATOR INSTALLATION OF (1) PROPOSED PMINf SHELTER WITH INTEGRATED LP GEN R. SHT. NO. DESCRIPTION REV. NO. T7 TITLE SHEET O 72 GENERAL NOTES 0 T3 GfNE77A1 NOTES 0 Cl EXISTING COMPOUND PLAN 0 C2 PROPOSED COMPOUND PLAN 0 C3 CABLE MOUNTING DETAILS D C4 SHELTER PAD DETAILS O E7 ELECTRICAL. NOTES 0 Q Mom, PLAN 0 E3 ELECTRICAL ONE -LINE DIAGRAM 0 E4 GROUNDING DIAGRAM AND NOTES 0 E5 GROUNDING DETAILS AND NOTES 0 P7 GAS PLUMBING DETAILS AND NOTES 0 VICINITY MAP �` DESIGN CRITERIA CODE COMPLIANCE! fI ....'� • }` { a ` 'g t� .. I,. "� � < °°Lmf°1° v a•' ; f 4 1 a' ` w ` +� r� f '` t uIA t n ,°-• 77 �" IVr i 1• 2 + is t• 1 f l �; a - i 8 • r—I� TE LOCA710N m� fi - - _ I _ ao '•' 'Y - �° 3 ! a 1 '^�+.�.p fr n �•—� � .IX ! �, .,� ' +(f( 7� a r=j ij 686 j + t+"t^�G"`f( r'",f•" Tom.{ � r �+�. � ry'�"^Z+'aWmW %'�R�b �^}I° W"M1°•°� �� x1 ��Y r #ll DESIGN WIND SPEED: 169 MPH (ULTIMATE, 3—SECOND GUST) 131 MPH (NOMINAL, 3—SECOND GUST) EXPOSURE C RISK CATEGORY: III OPEN STRUCTURE ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTEDBY THE LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES. I. FLORIDA BUILDING CODE, 6th EDITION (2017). 2. NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 70-14, NATIONAL ELECTRICAL CODE, 2014 EDITION. 3. ASCE 7-10. 4. TIA-222-G WITH ADDENDUMS 1, 2. 3 AND 4 APPLICABLE STANDARDS. S. LIFE SAFETY CODE NFPA-101-2015. 6• FLORIDA FIRE PREVENTION CODE 6th EDITION (2017). 7. AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) 360-10 AND 341-10. 8. UNDERWRITERS LABORATORIES (U.L) APPROVED ELECTRICAL PRODUCTS. B. LOCAL JURISDICTIONAL REQUIREMENTS. 10. CTTY/COUNTY ORDINANCES. F=PL J � ST LUCIE SERVICE CENTER 3301 ORANGE AVENUE FORT PIERCE, FL 34947 EQUIPMENT SHELTER REPLACEMENT LOCAL MAP PROPERTY SUMMARY PROJECT DESCRIPTION INDEX OF DRAWINGS ` ��,5[nvs�i I i J�_ I �' s M TF } �; P-T"---ELATITU n ���; � l�l. kk��-- tf�L.JI �� T SI T� I I {� u' Lit fSiLLO. 2408-311-0001-000-0 PROPERTY OWNER FLORIDA POWER AND LIGHT COMPANY 700 UNIVERSE BOULEVARD. PS7C/JB JUNO BEACH, FL 33408 27.446180' N _ LONGITUDE 80.359572' W ZONING JURISDICTION ST LUCIE COUNTY NS FACILITY IS NOT 1. THE WIRELESS COMMUNICATIONS INTENDED FOR HUMAN OCCUPANCY. 2. THIS FACILITY DOES NOT REQUIRE POTABLE WATER AND WILL NOT PRODUCE ANY SEWAGE. 3. CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING DIMENSIONS AND CONDITIONS ON THE JOB SITE AND SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME 4. THE SCOPE OF WORK CONSISTS OF PROPOSING A WIRELESS INSTALLATION: REMOVAL OF (1) EXISTING EQUIPMENT SHELTER REMOVAL OF (1) EXISTING LP GENERATOR INSTALLATION OF (1) PROPOSED EQUIPMENT SHELTER WTIIi INTEGRATED LP GENERATOR. SHT. N0. DESCRIPTION Q REV. NO. TI TITLE SHEET 1 T2 GENERAL NOTES 0 T3 GENERAL NOTES 0 C7 EXISTING COMPOUND PLAN 0 C2 PROPOSED COMPOUND PLAN 0 C3 CABLE MOUNTING DETAILS 0 @4' a gaev �svnw•,� _�� �_„ �,�._,- -.�... - v° � - ,, LOCATION �f I� e G [ - f� II e.�. 14I�I�i s F�j, 7I a'�9�J;' �I C4 SHELTER PAD DETAILS 1 E7 ELECTRICAL NOTES 0 E2 UTILITY PLAN 0 E3 ELECTRICAL ONE -LINE DIAGRAM 0 E4 GROUNDING DIAGRAM AND NOTES 0 E5 GROUNDING DETAILS AND NOTES 0 P7 GAS PLUMBING DETAILS AND NOTES 0 VICINITY MAP DESIGN CRITERIA CODE COMPLIANCE tl a� Q ° •_ i`_ vl�� � T { "�4_\'1 �— I� t{� jirj"'I I ,•• sr,r+ I 111 Fi g 1�, 11 i + `� 9 f s L�IL! IF 1z r is Imo" 1 [ 71 N is STLE LOCATIONm'fI� � 11 L- Ey- r' j F AI 1 +i I d �tL. t .f" .+yi' i., I I J a I 1 ljtl ' f ri r--•- Ire Jt+yu.e See `0It DESIGN WIND SPEED: 169 MPH (ULTIMATE, 3-SECOND GUST) 13131 MPH (NOMINAL, 3-SECOND GUST) EXPOSURE: C RISK CATEGORY: III OPEN STRUCTURE ALL WORK AND MATERIALS SHALL BE PERFORMED AND WI ACCORDANCE AWITHDO THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL THE FOLLOWING GOVERNING AUTHORITIES. NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES. 1. FLORIDA BUILDING CODE, 6th EDITION (2017). 2. NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 70-14. NATIONAL ELECTRICAL CODE, 2014 EDITION. 3. ASCE 7-10. 4. TIA-222-G WITH ADDENDUMS 1. 2. 3 AND 4 APPLICABLE STANDARDS. 5. LIFE SAFETY CODE NFPA 101-2015. 6. FLORIDA FIRE PREVENTION CODE. 6th EDITION (2017). 7. AMERICAN INSMUTE OF STEEL CONSTRUCTION (AISC) 360-10 AND 341-10. 8. UNDERWRITERS LABORATORIES (U.L) APPROVED ELECTRICAL PRODUCTS. 9. LOCAL JURISDICTIONAL REQUIREMENTS. 10. CITY/COUNTY ORDINANCES. o f7 3 +r. :�1 I. .. �I � Aswe [6iiegol F,^., !°li s_'°-1 REV DATE DESCRIPTION A 12/4/17 PREIIMINARY 0 1/24/18 FOR PERMIT 1 5/18/18 REMSED AP% PROJECT NO.: 17-0149.07 DRAWN BY: A WARREN CHECKED BY: M. ABBEY 1 n NW TRN TFARACE 120' HIM? OF WAY PER PLATI IASPXALTI 1DHITCRlx4 TELL a -ASPHALTVAILLIxG LOT- GENERATOR DI CONCRETE PAD - BOLLARD ITYPICALIls 4 O ♦ M1 �M1M1 y VPP +b PM1 eb �A o PV0 \O \ SW PROPERTY 28HOLDINGSINC 4 P PARCEL A9Q 18 0010 4y TRACT 9- M ._... � P 3)• RW109 4M1 �i M1P C, c 4 i M1P 4 TRACT A' O P FLORIDA'POTER B LIGHT CO PPb - PARCEL 4942 28 19 0010 Q \ S (MEANING 12.2 ACRES •I- 006 1FS9 WEST 6• V P4 ♦ 4 �5i b 6P 1 F • 6 l O .� 010 0 �P j P V � !6 w I 40 8; oY w o PARENT TRACT DETAIL NW 31Ix STREET NOTTOSCALE 150' RIGHT OF IATI (ASPHALT) CONCRETE PADS T- • \\ STOW [MET \\ -ASPXALT PARSING LOT- `6.0- CHAIN LINK FENCE WIN BARBED FINE CENTER SUP SW4MIT TONER CALERA MILE M CONCRETE PAD BGE BENO9AAIUI SET PC NAIL A10.DIA L.B. N0.6095 ELEVATIM-6.39'IN.A.V.D.196811A.MS.L.I LEre' DPSQUPBON (AS PREPARED BY SLIRVEYORI o e m 2D eDALE:r w Yd DA-A261 60uE: r - mITrNTr1 LEGAL DESCIBPOON HAS PROVIDED BY Cuum PARENT TRACT 'ITAKEN FEW BNO.Yq COUNTY PROPERTY APPRAISER HIS SIM) - FLORIDA PONER 6 LIGHT CO BROVARD SERVICE CENTER 72-I6 B TRACT A.LESS If 6 FOR RO PhIN. SE?6aC�{ fl��. f-RONT _ SIDES CNR SIDES REAR ZNG. SURVEYORS NOTES 1. NIS IS A BOUNDARY SURVEY OF THE FM LEASE PARCEL. THE PARENT TRACT INTERACTION SHOM KUM IS FOR 116g1VATIDut PURPOSES ONLY. L WE FM LEASE PARCEL DEPICTED KU M LIES ENTIRELY *MIN THE DESCRIBED PARENT TRACT. ]. 1NIS SURVEY HAS PREPARED \ITNWT THE BENEFIT OF A TIME MARCH. THE SIIRVEJOR HAS REVIEOEO ME RECORDED IWORHAT1ON PROVIDED AO ALL MOVEABLE WRENS OF RECORD TITLE IDENTIFIED IN THE INFORAATICNPROVIDED THAT ME PONTWENT TO -THE FPL LEASE PARCEL: AM ITS IXDRESSIEORESS AND UTILITY EASEIENT. IF APPLICABLE. HAVE BEEN AORF OR HONG HEREON. WE SURVEYOR HAS BEING 50.ELY UPON WE INEBRIATION PROVIDED 11" RESPECT TO EASEIENTS. RIGHTS OF WAY. SETBACK LINES. ADIEENENTS. RESFIIVATIONS.' AND OTHER SIMILAR HATTERS. W FURTHER RESEARCH OF THE PUBLIC RECOIBIS WAS UNPINNED BY THE SURVEYOR. 4. BEARINGS SHOW MILKEN ARE ASSURED AND BASED ON THE NOVITH LINE OF TRACT -A-, FLORIDA KKR 8 LIGHT COIPAM OROWASER VICE RVICE CENTER. ACCORDING TO ME KAI THEREOF AS RECORDED IN RAT 600K it. PAGE 16. ME PUBLIC RECORDS OF BROWARO COMFY. FLORIDA. AS BEING NORM 88-48'I8- EAST. ]. UNDERGROUND UTILITIES AND IFROVENENTS HAVE HOT BEEN. LOCATED. 6. PARENT MCI INTERIM ISPROVENEIITS. RAVE NOT BEEN LOCATED. T. AFTER REVIEW OF FLOOD INEIIRANCE RATE HAP. COWMITY PARM No. I2011 C0366X. DATED AUGUST 98. 2014 THE FPL LEASE PARCEL DEPICTED HEREON LIES IN ZONE Y_. 8. '(DI DENOTES DESCRIPTIONgFI DEXOHS FIELD CEASURENIPT DENOTES MATT ICI DENOTES CALCULATED. 9, GEWETIC A10 WRTI INFORWiTON SXOM XERE°V IRE BASED ON O.P.S. OBSERVITIONS PEIPDiSE 0.01NG NG6 BTCTION OESIGHAYION T-412. N.A.D:B] 11990). ELEVATION•FT.Io F IH. A. V.p.19B01. SITE BENCHUMA i] A SET PR MIL DD DISK L.B. Xo.6B85. LEVATIOX•6:]9 FEET IN. A.V.p.19CB 1. AS SNOM' NINEDV. AFL ELEVATIONS SHOM M ARE ABOVE NEAR SEA LEVEL IA.M.S.LLI. - Ia. ALL MODETI>$LND VFAi1C.LL DATA. ICIEO XEREW IS WITHIN ME la ACCURACY I LERMCES AS T FORTH BY THE F. CERRTED TO ANO FOR ME EICIIDIVE BEXERT OF: NOT VALD VNNEUT THE EOTUTURE f0. IN ARRYlE9. SUBBD1A1D5.11)ID IFISpFB9. BOBBY SEAL OF A'"BULK WISDOM 6L BOUNDARY SURVEY ADVANCED P. p.BOT NRO P�AAm MR LAND SURVEYING ° � �� FPL & MAPPING FPL NROWARO BE CDE CENTER CmmnUy" Sunq TwMaA ,,, 14an DyNN„ A PORTION OF SECTION 20, TOWNSHIP 49 SCI R .NWGE At EAEFF NROWMO COUNTY, FLORIDA An • �1:'\ 1"\�'11`- REMOVABLE TEST "�'''1 j� T"; :'�)r- WELL COVER `5�\ FINISH GRADE'�}�`:\�a).�\F��j(':. -c�(G'\��,'"\711- (SEE NOTE 1) "�\� "_i\ 'a)S'a�,w EXTERIOR GROUND NO SLAG OR DEFORMITIES ALLOWED 6• PVC \Fa14 =11F {yT)�-;1• FINISHED GRADE RING, b2 SOLID, BARE, THINNED TEST LOOP COPPER GROUNDING CONDUCTOR EXOTHERMIC(THv ; j i �„ ,_ .;? ��//'>,i. EXOTHERMIC WELD FEMOWELD CONNECTION (TYP.) 40 ' / �. OR OUNALENT) 1'z4' SLOT IN PVC 3� / I 0 D. PARALLEL, NO T—WEIRS ALLOWED. PIPE AT GROUND CABLE LOCATION GROUND CABLE �\ ��\� /\�\ \�\ 4 is vo WARNING TAPE I i iiii " 3• COMPACTED os SAND FILL n n COMPACTED BACK COPPERCLAD STEEL a FILL MAXIMUM BENDING RADIUS 45 DEGREES. TYPICAL• GROUND ROD /6'• x 8) PVC CONDUITS JUMPER, #2 SOLID, BARE, TINNED \ COPPER GROUNDING CONDUCTOR UII 18• TRENCH OR AS REQUIRED BY NOTES POWER/TELEPHONE COMPANY 1. CONTRACTOR SHALL PROVIDE PRE -CAST CONCRETE INSPECTION WELL WITH CAST IRON TRAFFIC RATED LID WHEN WELL WILL BE IN AN AREA WHERE THEY CAN BE DAMAGED 2. ALL WORK SHALL CONFORM TO THE LOCAL BUILDING CODES. DEPTH MAY VARY. TRENCH DETAIL Nml 1 WELD CONNECTION DETAIL NTs 2 GROUND ROD INSPECTION WELL DETAIL NTS 3 1. RECORD DRAWINGS: MAINTAIN A RECORD OF ALL CHANGES, SUBSTITUTIONS BETWEEN WORK AS SPECIFIED AND INSTALLED. RECORD CHANGES ON A CLEAN SET OF CONTRACT DOCUMENTS WHICH SHALL BE TURNED OVER TO THE CONSTRUCTION MANAGER UPON COMPLETION OF THE PROJECT. 2. GUARANTEE/WARRANTY: GUARANTEE INSTALLATION TO BE FREE OF DEFECTS, SHORTS, GROUNDS, ETC., FOR A PERIOD OF ONE YEAR. FURNISH WARRANTY SO THE DEFECTIVE 1YALL MATERIAL AND/OR WORKMANSHIP WILL BE REPAIRED/REPLACED IMMEDIATELY UPON NOTIFICATION AT NO COST TO THE OWNER FOR PERIOD OF WARRANTY. #2 SOLID COPPER TINNED GROUND BAR 3. ALL TIE WRAPS SHALL BE CUT FLUSH WITH APPROVED CUTTING TOOL TO REMOVE SHARP IN NMLT (NON—METALLIC EDGES. FPL EMERGENCY SHUT—OFF SWITCH �� UQUID—TIGHT) (TYP.) 4. ELECTRICAL METALLIC TUBING (EMT) OR RIGID NONMETALUC CONDUIT (I.E.. RIGID PVC MOUNTED TO POST SCHEDULE 40. OR RIGID PVC SCHEDULE 80 FOR LOCATIONS SUBJECT TO PHYSICAL DAMAGE) SHALL BE USED FOR EXPOSED INDOOR LOCATIONS. • WASHER ® 5. LIQUID —TIGHT FLEXIBLE METALLIC CONDUIT (UQUID—TTTE FLEX) SFWl BE USED INDOORS BBo 0 o AND OUTDOORS, WHERE VIBRATION OCCURS OR FLEXIBILITY IS NEEDED. 1.0 CONDUIT FOR GENERATOR EMERGENCY i6• x i'i SS BOLT �� Bo °880 0 6. WIREWAYS SHALL BE EPDXY —COATED (GRAY) AND INCLUDE A HINGED COVER, DESIGNED SHUT—OFF SWITCH �® g 8 0 8 ° o Boo ° TO SWING OPEN DOWNWARD; SHALL BE PANDUIT TYPE E (OR EQUAL); AND RATED NEMA 1 CONTROL WIRING ° 88 0 OR BETTER) INDOORS, OR NEMA 3R (OR BETTER) OUTDOORS. \ 0 ° Boo 7. EQUIPMENT CABINETS, TERMINAL BOXES, JUNCTION BOXES, AND PULL BOXES SHALL BE PIPE BONDING CLAMP ° GALVANIZED OR EPDXY -COATED SHEET STEEL, SHALL MEET OR EXCEED UL 50, AND RATED NEMA 1 (OR BETTER) INDOORS, OR NEMA 3R (OR BETTER) OUTDOORS. METAWCFCONDUfn /� • WASHER 8. METAL RECEPTACLE, SWITCH, AND DEVICE BOXES GALVANIZED, COATED, '� \\��\�'��`�\�'\�'\\'` LSHALL514 A D NEW 1; AND OR NON -CORRODING; SHALL MEET OR EXCEED UL 514A AND NEMA OS 1; AND RATED #2 AWG SOLID BARE TINNED ��\ \\�� \,\ \ NEMA 1 (OR BETTER) INDOORS, OR WEATHER PROTECTED (WP OR BETTER) OUTDOORS. COPPER GROUND CONDUCTOR .�r\�j\���\��\\! i§• SS LOCK WASHER TO EQUIPMENT GROUND RING 9. NONMETALLIC RECEPTACLE, SWITCH, AND DEVICE BOXES SHALL MEET OR EXCEED NEMA (TYP. FOR EACH CONDUIT) 1 75• SS NUT OS 2; AND RATED NEMA 1 (OR BETTER) INDOORS, OR WEATHER PROTECTED (WP OR BETTER) OUTDOORS. I 10. CONTRACTOR SHALL REFER TO FPL GROUNDING AND BONDING PRACTICE TP-76416. #2 AWG SOLID BARED TINNED COPPER EQUIPMENT GROUND RING F .....JA EMERGENCY SHUT—OFF SWITCH DETAIL NTS 14 GROUND BAR CONNECTION DETAIL (TYP.) NTs 5 GROUNDING NOTES 6 REV DATE DESCRIPTION A 12/4/17 PRELIMINARY 0 1/24/18 FOR PERMIT 1 10/5/18 REVISED APX PROJECT NO.: 17-0149.07 DRAWN BY: A WARREN CHECKED BY: M. ABBEY 10 THIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY OF THE OWNER IT IS PRODUCED SOLELY FOR USE BY THE OWNER AND ITS AFFRIATE& REPRODUCTION OR USE OF THIS DRAWING AND/OR THE INFORMATION CONTNNED IN IT IS FORBIDDEN WITHOUT THE WRDTEN PERMISSION OF THE OWNER PROPOSED METER AND DISCONNECT (APPROX. 40't IN PROPOSED HAND 1*3IlII:Ld P1 PROPOSED PIPE FOR GAS (APPROX. 80'f IN LENGIH) X X X X X— EXISTING FPL g LP TANK a �J cam X X PROPOSED 12' x 25 FFL EQUIPMENT SHELTER SLOPE x x I x 0-4 X� PROPOSED JrO CONDUIT FOR POWER (APPROX. 70't IN LENGOH) EXISTING GRASSED AREA PROPOSED GENERATOR REMOTE EMERGENCY SNP ES �X �X X X X X X X x - NOTES` .Jo PROPOSED CONDUIT ROUTING IS SCHEMATIC ONLY. CONTRACTOR SHALL DETERMINE SUITABLE ROUTING IN THE FIELD. ❑ 0 UTILITY PLAN 0e Y® I 1 REV DATE DESCRIPDON A 12/4/17 PRELIMINARY 0 1/24/18 FOR PERMIT 1 10/5/18 REVISED APX PROTECT NO.: 172149.07 DRAWN BY: A WARREN CHECKED BY: M. ABBEY THIS DRAWING IS COPYRIGHIm AND IS THE SOLE PROPERIY OF THE OWNER. IT 15 PRODUCED SOLELY FOR USE BY THE OWNER AND ITS AFFILIATES. RMRODUCRON OR USE OF THIS DRAWING AND/OR THE INFORMATION CONTAINED IN IT IS FORBIDDEN WITHOUT THE WROTEN PERMISSION OF THE OWNER apx EN GIN EE 0.ING GROUP 3400 IANESIDE ORNE. SUM 525 Ml0 . FL M027 (9e) 744-1&B CMnnMn OF AUF OMMON 31945 IQ FPL ♦♦♦♦�P •'� G E AlS No. 6831 y� AL MTE OF TURB 10/29/18 ST LUCIE VICE CENTER =1 ORANGE AVENUE FORT PIERCE FL 34947 SHEET NAVE UTILITY PLAN E2 25'-0" PRE -CASE SHELTER SLAB TIE -DOWN PLATE __.___________•__•_ r.__.._________- --,, (PROVIDED WITH [41 I. SHELTER) DESIGN CRITERIA: �.� LIFT BOLTS (PROVIDED WITH SHELTER) _-^ 4 d Fly d I. SEE T-1 I DEAD LOAD: %"0 GALV. HILT KMK--- BOLT III W/ 5" e.•� 12' x 25' EMBED. (IYP. OF 2) a PRECAST SHELTER W/ GENERATOR 75.000 Ibs 4 I iN a d /� LIVE LOAD: �\ SHELTER ROOF 30 PSF I SHELTER FLOOR 200 PSF I CONCRETE CONCRETE (28 DAYS), • { FOUNDATION SHELTER SLAB 4,000 PSI 3 j ALL OTHER CONCRETE 3.000 PSI _ REINFORCING STEEL A615 GRADE 60 _ L,�__�. ___.__-____-�• PRECAST SLAB TIE —DOWN NTs 2 WELDED WIRE FABRIC A185 ,_. _-- -. • 14" PRE -FORMED cnu. 4'-0" EXPANSION JOINT 2,000 PSF ALLOWABLE BEARING CAPACITYLT "• ' ON SANDY SOIL (FBC TABLE 1806.2) , . PRE -FABRICATED •' BUILDING LINE AND - FOUNDATION x ---. (4) §5 AT TOP AND ALLOWABLE LATERAL SOIL CAPACITY 150 SLAB EDGE a ANCHORING - _°, • BOTTOM LONGITUDIDAL PSF/Ff BELOW NATURAL GRADE PLATE (TYP.) (FBC TABLE 1806.2) #5x30•x30" CORNER ��z a - COMPACTED FILL (SOIL BELOW SHELTER L-BARS AT TOP AND\�\ • GRADE SLAB TO BE COMPACTED TO 95% OF BOTTOM OF FOUNDATION D70557ED PROCTOR DENSITY PER ASTM BELOW ')\\��, � x \ COMPACTED FILL CONTRACTOR SHALL PROVIDE SOIL TEST PRE -CAST SHELTER �; '' ' �X\ RESULTS AFTER REMOVAL OF EXISTING a SLOPE M5 ®12" O.C. SLAB ABOVE `\ MAX TRAVERSE SHELTER TO SHOW ALL REQUIREMENTS ARE �. - - CONCRETE STOOP/ ACHIEVED. •• RAMP Nam: �4'-0" �F"� 12'-0" - - 3'-1• OMIT BOTTOM REINFORCING MAT ONCE RAMP THICKNESS IS LESS THAN 10". SHELTER FOUNDATION PLAN NTB 1 RAMP/STOOP DETAIL NTsj 3 6" #57 CRUSHED GRANITE FILL (TYP.) N a � 4 1'-0" (TYP-) NM I- SITE IS LOCATED IN FEMA FLOOD ZONE "X". FOUNDATION SECTION 3 4x4-W2.9xw2.9 WELDED WIRE FABRIC PRE -CAST SHELTER SLAB FOUNDATION SLAB _--.x .Y- x.�- x _ xz._-_- x #3 STIRRUP ® 12" O.C. MAX. (TP.) (8) $5 CONT. (TYP•) TOP OF SLAB EL 15.4 NAVD86 a TOP OF GRAVEL EXISTING GRADE EL 13.4 NAVD88 REV DATE DESCNIPRON A 12/4/17 PRELIMINARY 0 1/24/18 FOR PERMIT 1 5/18/18 REVISED 2 10/5/18 REVISED APX PROJECT NO.: 17-0149.07 DRAWN BY: A WARREN CHECKED BY. M. ABBEY 10 THIS DRAWING B COPYRIGHTED AND IS THE SOLE PROPERTY OF THE OWNER IT IS PRODUCED SOLELY FOR USE BY THE OWNER AND ITS AFFILIATES. REPRODUCTION OR USE OF THIS DRAWING AND/OR THE INFORMATION CONTAINED IN IT IS FORBIDDEN WrrHOUT THE WRRIEN PERMISSION OF THE OWNER. A apx ENGINEERING GROUP 3W0 WESIDE DRNE SORE 525 MIPM . R 33027 (95) 744-15M 10 FPL �N" A• Py��ii !� G E H1 DATE OF No. 7c ST 1'� O ST LUCIE VICE CENTER 3301 ORANGE AVENUE FORT PIERCE FL 34947 SHEET NAME SHELTER PAD DETAILS SHEET NUMBER NTs 4 C4 i �X X X X X @9 X':...r I>C EXISTING 12't WIDE ACCESS GATE j PROPOSED COAX BRIDGE X x 1 ABOVE SPRINT COAX C3 BRIDGE X % x PROPOSED METER AND EXISTING; j DISCONNECT GRAVELED = EXISTING AT&T AREA %/" EQUIPMENT x SHELTER x EXISTING SPRINT COAX CABLE ROUTED VERTICALLY ON POSTS x!%, x PROPOSED HAND HOLE EXISTING SPRINT UTILITY H-FRAME X X X X X EXISTING FPL LP TANK EXISTING TRANSFORMER X X X X X �X 'mI a X ! PROPOSED 12' >< LT EPL fU-L EQUIPMENT SHEL7IIt 1 � C4 X 4.-9. X "-? e ` I x EXISTING AT&T COAX BRIDGE EXISTING 300't GUYED TOWER x EXISTING 8' HIGH CHAIN -LINK CHAIN -LINK FENCE W/ 3-STRAND BARBED WIRE (TYPJ PROPOSED FPL H-FRAME e E4 X RELOCATED STROBE BOX RELOCATED 20'f WIDE EXISTING SPRINT EQUIPMENT EXISTING GRASSED AREA PROPOSED GENERATOR e CABINET ON CONCRETE PAD REMOTE EMERGENCY STOP E5 (TYP. OF 2) PROPOSED B' HIGH EXISTING SPRINT COAX j CHNN-LINK CHAIN -LINK CS CABLE BRIDGE FENCE W/ 3-STRARE ND X I EXISTING TELCO PEDESTAL BARBED W EXISTING HAND HOLE Z// X X X X X X N PROPOSED COMPOUND PLAN REV DATE DESCRIPTION A 12/4/17 PRELIMINARY 0 1/24/10 FOR PERMIT 1 10/5/18 REVISED APX PROJECT NO.: 17-0149.07 DRAWN W.. A WARREN CHECKED BY: M. ABBEY THIS DRAWING 15 COPYRIGHTED AND IS THE SOLE PROPERIY OF THE OWNER. R IS PRODUCED SOLELY FOR USE BY THE OWNER AND ITS AFFILIATES. REPRODUCTION OR USE OF THIS DRAWING AND/OR THE INFORMATION CONTAINED IN B IS FORBIDDEN WrrHOUT THE WRINEN PERMISSION OF THE OWNER. EXISTING LP GENERATOR AND CONCRETE PAD TO RE REMOVED EXISTING SPRINT UTILITY H-FRAME X X X X IXLPTA FPL LP TANK EXISTING EXISTING SPRINT EQUIPMENT CABINET ON CONCRETE PAD (TYP. OF 2) EXISTING SPRINT COAX CABLE BRIDGE X X X X X X EI -4 x EXISTING GRAVELED AREA x �i X EXISTING AT&T EQUIPMENT SHELTER :z' �. x G A/C x X XJ EXISTING 12't WIDE ACCESS GATE EXISTING AT&T COAX BRIDGE EXISTING 300't GUYED TOWER EXISTING FPL STROBE BOX FPL TO BE RELOCATED F]OHNG S X EQUIPMENT SHELTER I S� a S TO BE REMOVED a_ X �/ ;,i�-k EXISTING C DGE TO BE REMOVED ) X,/=/„'!•�;;,;4j;�,�.; EXISTING 8' HIGH CHAIN —LINK CHAIN—UNK FENCE W/ 3—STRAND X X X� t L� I�8'-4 BARBED WIRE (TYP.) ( I I I L_J PORTION OF EXISTING FENCE TO BE REMOVED EXISTING GRASSED AREA \ DUSTING 20't WIDE ACCESS GATE TO BE RELOCATED PORTION OF EXISTING FENCE TO BE REMOVED - - -- PORTION OF EXISTING FENCE TO 13E REMOVED X EXISTING TELCO PEDESTAL I X X X X X X L�--g•_q•� ❑ EXISTING HAND HOLE X X2— N � REV DATE DESCRIPTION A 12/4/17 PRELIMINARY 0 1/24/18 FOR PERMIT 1 10/8/18 REVISED APX PROJECT NO.: 17-0149.07 DRAWN BY: A WARREN CHECKED BY: M. ABBEY THIS DRAWING 15 COPYRIGHTED AND IS THE SOLE PROPERTY OF THE OWNER. IT IS PRODUCED SOLELY FOR USE BY THE OWNER AND ITS AFFILIATES. REPRODUCTION OR USE OF THIS DRAWING AND/OR THE INFORMATION CONTAINED IN R IS FORBIDDEN WM4OUT THE WRITTEN PERMISSION OF THE OWNER A apx ENGINEERING GROUP, 340D I.IKEROE DRIVE, SUITE 525 MITI . R 33027 (954) 944-1538 CERTIFICATE OF AUMORRATON 31948 IQ FPL � , G E Nl 3y'',,�i No. 6831 N� O RTOP DATE OF $GNATURE: 10/29/18 ST LUCIE VICE CENTER 3301 ORANGE AVENUE FORT PIERCE FL FORT EXISTING COMPOUND PLAN EXISTING COMPOUND PLAN "®I 1 I I Cl = ;:PL ST LUCIE SERVICE CENTER FILE CC)p)aar 3301 ORANGE AVENUE FORT PIERCE, FL 34947 EQUIPMENT SHELTER REPLACEMENT LOCAL MAP PROPERTY SUMMARY PROJECT DESCRIPTION INDEX OF DRAWINGS M.° � "'• — _ -'�"I va 1L ='tr° `++•a--"�F-I ++•° II 1��1 �i �I'�`g - ®°%aumuM. SF y,�y _� +I t1. • R N�N'[iidmaRX3°n�p, SITELOCATION {y { � i° { .be•�me.J,ae p�j �i °pVffiebl� �,�_t *=-�. """°^ •-�"�= r- ,=8*K-�, }u1G�..w j 48 gI �I P�. y '_.. �L•�` �(�J I-{ j`"'-°; ^° -1+ r" �- B ri II j'I {i I a ��7L- FOLIO 2408-311-0001-000-0 PROPERTY OWNER FLORIDA POWER AND LIGHT COMPANY 700 UNIVERSE BOULEVARD, PS%/JB JUNO BEACH, FL 33408 LATITUDE 27.446180' N LONGITUDE 80.359572' W ZONING JURISDICTION ST LUCIE COUNTY i. THE WIRELESS COMMUNICATIONS FACILITY IS NOT INTENDED FOR HUMAN OCCUPANCY. 2. THIS FACILITY DOES NOT REQUIRE POTABLE WATER AND WILL NOT PRODUCE ANY SEWAGE. 3. CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING DIMENSIONS AND CONDITIONS ON THE JOB SITE AND SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THEC2 WORK OR BE RESPONSIBLE FOR SAME 4. THE SCOPE OF WORK CONSISTS OF PROPOSING A WIRELESS INSTALLATION: REMOVAL OF (1) EXISTING EQUIPMENT SHELTER REMOVAL OF (1) EXISTING LP GENERATOR •INSTALLATION OF (1) PROPOSED EQUIPMENT SHELTER WITH INTEGRATED LP GENERATOR. SHT. NO. DESCRIPTION © REV' NO. T1 TITLE SHEEP 2 T2 GENERAL NOTES 0 T3 GENERAL NOTES 0 C1 EXISTING COMPOUND PLAN 1 PROPOSED COMPOUND PLAN 1 C3 CABLE MOUNTING DETAILS 0 C4 SHELTER PAD DETAILS 2 C5 FENCE DETAILS 0 E7 ELECTRICAL NOTES 0 E2 UTILITY .PLAN 1 E3 ELECTRICAL ONE -LINE DIAGRAM 0 E4 GROUNDING DIAGRAM AND NOTES 0 GROUNDING DETAILS AND NOTES 1 r GAS PLUMBING DETAILS AND NOTES 0 VICINITY MAP DESIGN CRITERIA CODE COMPLIANCE -rT`y--•1. L_ I 7-damag--�- 1 �.."w.""'.y_"�,.. �L7 r� Lea) .]T_- `' I } �5,! 'i - �f7"'_i"—^—•""° �= 1 - i� _ . _l- � �� y� � .�I = Md !i -r •• �. P•'®. ('� `-[-il,t� i�l.l,Jjv,...., 7L " 1 59 ICI'§ etI �. SITE LOCATION b-y� { �} �r +t I.. `.Ij {'�^ o I °� r ,d° O .- Jj t IY DESIGN WIND SPEED: 169 MPH (ULTIMATE, 3-SECOND GUST) 131 MPH (NOMINAL, 3-SECOND GUST) EXPOSURE: C RISK CATEGORY: III OPEN STRUCTURE _ ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES. 1. FLORIDA BUILDING CODE, 6th EDITION (2017). 2. NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 70-14, NATIONAL ELECTRICAL CODE, 2014 EDITION. 3. ASCE 7-10. 4. TIA-222-G WITH ADDENDUMS 1, 2, 3 AND 4 APPLICABLE STANDARDS. 5. LIFE SAFETYCODE NFPA-101 -2015. 6. FLORIDA FIRE PREVENTION CODE, 6th EDITION (2017). 7. AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) 360-10 AND 341-10. B. UNDERWRITERS LABORATORIES (U.L) APPROVED ELECTRICAL PRODUCTS. 9. LOCAL JURISDICTIONAL REQUIREMENTS. 10. CITY/COUNTY ORDINANCES. REV DATE DESCRIPTION A 12/4/17 PREUWNARY 0 1/24/18 FOR PERWT 1 5/18/18 REMSED 2 10/5/18 REMSED APX PROJECT NO.: 17-0149.07 DFWWN BY: A WARREN ONECKED BY: M. ABBEY THIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY OF THE OWNER IT IS PRODUCED SOLELY FOR USE BY THE OWNER AND ITS AMUNTES. REPRODUCTION OR USE OF THIS DRAWING AND/OR THE INFORMATION CONTAINED W R IS FORBIDDEN WITHOUT THE WRfIT4! PERWSSION OF THE OWNEIL Inm - —. ORANGE AVENUE NIGHT OF WAY WIDTH VARIES. (ASPHALT) PROFANE T•W O MANSFORIER W CONCRETE PAD - BRIS5. SIT." ICI PAREGR TRACT DETAIL BISHOP OF DIOCESE PALM BEAN NOT TO SCALE) PARCEL 2A06-313-0001-NO-6 NOT PLATTED FLORIDA POWER AND LIGHT COYPAW PARCEL 2408-311-0001-000-0 C(RUINING 9.0 ACRES•/ - NOT PLATTED 11.7127.5- EWINERT SHELTER ON CONCRETE SLAB FINISHED FLOOR MEVATION.21.10'IX.A.V.D.190811A.M.S.L.1 CENTER EXISTIHG GUY TONER' LATITUDE- MAIN 2T•26',I6.249- LWGINDE- HEST 80.21-N.I82- ELEVATION•18.70-IN.A.V.D.198i'IA.WS.LJ 'STATE PLANE COORDINATES X-863873.620 Y•1131901.107 12'%25' FORM BOARDS ELEV•TION•20.28'(N. •.V.D.1918116WS.L.I� C —GUY HIRE I";IC•LI UNDERGROUND UTILITY. BOX RJAPHDNE RISER FIBER OPTIC COLE D 6 10' A BULE:.r a TO, I'1 sGus:r 2o'TnF117a1F-1 LEGAL DESMIXTION (AS PROVIDED BY WENT) PARENT TRACT COACH PROD St. LUCIE COUNTY PROPERTY APPRAISER NEB SIR) 0 35 80 HE 1H IF M 114 OF SIT 1/4-LESS RO RSA. AND LESS AS IN ORD TAKING CA •82-59-05- 18.80 AC) Na-6885 98811A.M-S.L.I SURVEYORS NOTES 1. LNIS IS • BOUNDARY WHAT OF ME LPL LEASE PARCEL. THE PARENT TRACT IISORWTION SHOWN HEREON IS FOR INdORWTIWIAI PURPOSES MY. 2. THE FPL LEASE PARCEL DEPICTED_ HEREON LIES -ENTIRELY WITHIN THE DESCRIBED PARENT TRACT. 3. THIS SURVEY WAS PREPARED WITHOUT. THE .BENEFIT OF A TIRE SEARCH. ME SURVEYOR HAS REVIEWED ME RECORDED INIFORWTION PROVIDED AND ALL PLOTTABLE RAKERS W. RECORD TITLE IDENTIFIED IN THE WORWTION PROVIDED THAT ARE PERTINENT .TO THE PR LEASE PARCEL. AM ITS INGRESS&GRE55 AM UTILITY EASEIENIT. IF APPLICABLE. HAW BEEN SHOWN OR NOTED HEREON. THE SURYETOR HAS RELIED SOLELY UPON THE INFORMATION PROVIDED WIN RESPECT TO EASEIENTS, RIGHTS UP WAY. SETB•CX LINES. AGREEIENTS..RESERV•TIONS, AM OTHER. SIMILAR RATTERS. NO FURTHER FEWARCH OF THE PUBLIC 'RECORDS WAS PERPORWO BY THE SURVEYOR. e. BEARINGS SHOWN HEREON ARE OWNED AND BASED ON ME SOUTH RIGHT OF WAY LINE OF ORANGE •A.E AS BEING SRAM 80'e8.04' WEST. ' S. UNDERGROUND UTILITIES AM ILPROWNENTS HAVE NOT BEEN LOCATED. S. PARENT MACY INTERIM RPHOWWNTS HAW NOT BEEN LOCATED. T. AFTER REVIER OF FLOOD INSURANCE RATE WP, COWMITY PAWL Na. 12111COI78J. BRAD FEBRUARY 16. 2012 THE. FPL LEASE PARCEL DEPICTED HEREON LIES IN ZONE B. IDI DENOTES OESCRIPT1111111F1 DENOTES FIELD WASURED.IPI DENOTES MAY, ICI DENOTES CALCULATED. 9. GEODETIC AND VERTICAL INFOANATIOI SHOW HEREON 15 BASED ON G.P.S. OBSERVATIONS PERFORIEO N0.011W NDS STATICX OESIGN•TION Y-512. N.A.O.53 119901. ELEVATIOx•77.10 T' IN. A. V.D.19801. SITE BENCHWRC'IS • SET PK NAIL AND 015R-L.B. Ho.68 lEV•TION•IB.A1 FEET I X.A.Y.O.I9B8), AS SNOW HEREON. ALL ELEVATIONS SH REON ARE ABOVE W. SEA LEVEL IA.H.S.L. I. 10. ALL GEODETIC AM VERTICAL OA . PICTED. HEREON IS WITHIN MEla ACCURACY TOLERANCES AS SET FORM BY T A. a' .- SURVEY S- FPATION. 1 HE/EBY 1M11T POST SURVEY PERFORMED` CN. NOVEIIBER o8, IS IN CE TIE T MARAL STANDARDS AB' IEU® IIOBY A EDSIOJ61MTNE CORE TIO BCR CFROfOO TO /.!ID MR ME EXCWSNE BFMHf OF: CENNIGR OF AIRNORLiARON - 0619 � HOf YALN wrimcaffROOM THE SIGMRIURE AND ONOINFL OS gR1WTES. su65OYIVE5 AMID. LENDERS. RA4F➢ sFJLL OF.A RONM LHx3V5E0 Su1NEl0R IUro MAPPER. BOUNDARY SURVEY H.mWLL rz o O VARFD WR ANA FPL u = FPL BIT. LUCIE SERNCE CENTER P_ A PORTION OF SECTION 8. TOWNSHIP 35 SOUTIH. RANGE AD EAST I&E. ST. WOE COUNTY. FLORIDA PNLT REV DATE - DESCIUPTION < f 1. THIS INSTALLATION SHALL COMPLY WTTH.THE 2014 PIED FUEL GAS CODE A 12/4/17 PRELIEUNARY 0 1/24/10 FOR PEAIUT 2. THE CONTRACTOR SHALL FIELD VERIFY ALL CONDUIT LENGTHS, ROUTING AND PLAN DIMENSIONS AND SHALL IMMEDIATELY NOTIFY CONSTRUCTION MANAGER AND ENGINEER OF ANY DISCREPANCIES. w 3. FOR OTHER THAN BLACK STEEL PIPE, EXPOSED GAS PIPING SHALL. BE IDENTIFIED BY A YFllAW LABEL MARKED 'GAS' IN BLACK LETTERS. THE MARKING SHALL BE SPACED AT INTERVALS AT INTERVALS NOT EXCEEDING 5 FEET. THE MARKING SHALL NOT BE REQUIRED ON PIPE LOCATED IN THE SAME ROOM AS THE EQUIPMENT SERVED. s HIGH P REG SETTING 2.0 PSI HIGH P DESIGN DROP 1.0 PSI HIGH P RUN LENGTH 45'4 PIPE SIZE (TABLE 402.4 (27)) )r LOW P REG SETTING 11.0 IN W.C. LOW P DESIGN DROP 0.5 IN HaO LOW P RUN LENGTH 0., PIPE SIZE (TABLE 402.4 (28)) 1• EQUIPMENT INLET P IT- HaO EQUIPMENT OPERATING P 4' DESIGN INLET RATE ED MBH- 4. PIPING SHALL BE MARKED WITH AN APPROVED' PERMANENT IDENTIFICATION BY THE INSTALLER SO THAT THE PIPING SYSTEM SUPPLIED BY EACH METER IS READILY IDENTIFIABLE .y 5. THE MAXIMUM DESIGN OPERATING PRESSURE',FOR PIPING SYSTEMS LOCATED INSIDE BUILDINGS SHALL NOT APX PRUIM= N0. 17-0149.07 EXCEED 5 POUNDS PER SQUARE INCH GAUGE (PSIG). 6. PIPING SHALL BE SCHEDULE 40 METALUC, SEMI -RIGID COPPER TUBING (TYPE K OR L), CORRUGATED STAINLESS DRAWN EM. A WARREN CHECKED BY: M. ABBEY STEEL. TUBING (CSST) OR POLYETHYLENE PLASTIC PIPE SUITABLE FOR NATURAL GAS. THIS DRAW1NG S COPrwGHTED AND S THE SOLE PROPERTY OF THE OWNER IT 13 PRODUCED SOLELY FOR USE BY THE 7. STEEL AND WROUGHT -IRON PIPE SHALL BE'AT'LEAST OF STANDARD WEIGHT AND SHALL COMPLY WITH ONE OF THE FOLLOWING STANDARDS: •}3 OWNER AND ITS AFFIDATES. A ASME B 36.10, 10M .j^ 9. ASTM A 53 ASTM A 106 'ti' REPRODUCTION OR USE OF THIS DRAWING AND/OR THE INFORMATION CONTAINED INC IT IS FORBIDDEN WITHOUT THE WRITTEN 0 EQUIVALENT LENGTH PERMISSION OF THE OWNER. CONTRACTOR SHALL VERIFY CHARACTERISTICS OF 8. METALLIC PIPING AND FITTINGS COATED WTTWA CORROSION - RESISTANT MATERIAL SHALL BE USED. GENERATOR PROVIDED DURING CONSTRUCTION AND NOTIFY ENGINEER OF RECORD OF ANY DESIGNED 9. STEEL TUBING SHALL COMPLY WITH AMU A 254 OR ASTM A 539. j ,•,�t`.� PARAMETERS DEVIATIONS. NQg; 10. CORRUGATED STAINLESS STEEL TUBING SHALL BE TESTED AND LISTED IN COMPLIANCE WITH THE CONSTRUCTION, PROPANE TANK FILL VALUE IS PROVIDED WITH AN INSTALLATION AND PERFORMANCE REQUIREMENTS OF ANSI LC 1/CSA 6.26. INTEGRAL MANUAL SHUTOFF VALVE. aox 11. PLASTIC PIPE TUBING AND FITTINGS SHALL BE USED OUTSIDE, UNDERGROUND, ONLY, AND SHALL CONFORM TO , r"C I ASTM D 2513. PIPE SHALL BE MARKED 'GAS' AND ASTM D 2513'. ENGINEERING GROUP PIPE SUITABLE FOR PROPANE 12. PIPE, TUBING AND FITTINGS SHALL BE CLEAR AND FREE FROM CUTTING, BURNS AND DEFECTS IN STRUCTURE OR 3400 WMDE DRNE SURE 525 (TYP.) (SEE TABLE) THREADING AND SHALL BE THOROUGHLY BRUSHED, CHIP AND SCALE BLOWN. DEFECTS IN PIPE, TUBING AND M� n W027 FITTINGS SHALL NOT BE REPAIRED. DEFECTIVE PIPE, TUBING AND FITTINGS SHALL BE REPLACED. (934> 7H-Ise CERDMM OF ADIHORMATION 31949 13. METALLIC PIPE AND FITTINGS THREADS SHALL BE TAPER PIPE THREADS AND SHALL COMPLY WITH ASME B1.20.1. EXISTING 14. PIPE JOINTS SHALL BE THREADED, FLANGED, BRAZED OR WELDED. WHERE NONFERROUS PIPE ISBRAZED, THE ABOVE GROUND 500 BRAZING MATERIALSSHALL HAVE A MELTING POINT IN EXCESS OF 1.000'F (536C). BRAZING ALLOYS SHALL NOT GAL. LP TANK CONTAIN MORE THAN 0.05 PERCENT PHOSPHORUS. 15. METALLIC FITTINGS INCLUDING VALVES, STRAINERS AND FILTERS. SHALL COMPLY WITH THE FOLLOWING: A FITTINGS USED WITH STEEL OR WROUGHT -IRON PIPE SHALL BE STEEL. BRASS. BRONZE MALLEABLE IRON OR Clef IRON. �PL B. FTITINGS USED WITH COPPER OR BRASS PIPE SHALL BE COPPER, BRASS OR BRONZE 5't 16. PORTIONS OF A PIPING SYSTEM INSTALLED IN CONCEALED LOCATIONS SHALL NOT UNIONS. TUBING FIRINGS, '1\/\ RIGHT AND LEFT COUPLINGS, BUSHINGS. COMPRESSION COUPLINGS AND SWING JOINTS MADE BY COMBINATIONS OF FTITNGS. a® eee 17. UNDERGROUND PIPING, WHERE INSTALLED BELOW GRADE THROUGH THE OUTER FOUNDATION OR BASEMENT WALL eA. �••.•••• � o° OF A BUILDING, SHALL BE ENCASED A PROTECTIVE PIPE SLEEVE THE ANNULAR SPACE BETWEEN THE GAS PIPING ee r� G E IV g'�••. E °°°' % 011• AND THE SLEEVE SHALL BE SEALED. ee (A !• ° iB. ALL PIPING INSTALLED OUTDOORS SHALL BE ELEVATED NOT LESS THAN .J1e' INCHES ABOVE GROUND AND WHERE e� No. 683E 3V2' •�� INSTALLED ACROSS ROOF SURFACES, SHALL BE ELEVATED NOT LESS THAN INCHES ABOVE THE ROOF SURFACE PIPING INSTALLED ABOVE GROUND, OUTDOORS AND INSTALLED ACROSS THE SURFACE OF ROOFS SHALL �r BE SECURELY SUPPORTED AND LOCATED WHERE IT WILL BE PROTECTED FROM PHYSICAL DAMAGE WHERE .� PASSING THROUGH AN OUTSIDE WALL, THE PIPING SHALL ALSO BE PROTECTED AGAINST CORROSION BY COATING OR WRAPPING WITH AN INERT MATERIAL WHERE PIPING IS ENCASED IN A PROTECTIVE PIPE SLEEVE THE a.�•. IS T ANNULAR SPACE BETWEEN THE PIPING AND THE SLEEVE SHALL BE SEALED. °° A C p; •��� 19. UNDERGROUND PIPING SYSTEMS SHALL BE INSTALLED A MINIMUM DEPTH OF 12 INCHES BELOW GRADE ° S• . �••'����e INDIVIDUAL LINES TO OUTSIDE LIGHTS, GRILLS OR OTHER APPLIANCES SHALL BE INSTALLED A MINIMUM OF 8 ° �o INCHES BELOW FINISHED GRADE, PROVIDED THAT SUCH INSTALLATION IS APPROVED AND IS INSTALLED IN A LOCATION NOT SUSCEPTIBLE TO PHYSICAL DAMAGE DATE OF cRANRE: 1/24/16 60KW PROPANE GENERATOR 20. PIPING SHALL BE SUPPORTED WITH PIPE HOOKS, METAL PIPE STRAPS, BANDS, BRACKETS, OR HANGERS SUITABLE INSIDE SHELTER 0x• FOR THE SIZE OF PIPING, OF ADEQUATE STRENGTH AND QUALITY AND LOCATE AT INTERNALS SO AS TO PREVENT '�Fc��� OR DAMP OUT EXCESSIVE VIBRATION. PIPING SHALL BE ANCHORED TO PREVENT UNDUE STRAINS ON CONNECTED ST LUCIE CONFORM TOUIPMENT TIE REQUIREMENTS OF MSS SP 58D SHALL NOT BE �ANND SHALL BE ED BY OTHER SPACEDPIN ACCORDANCE WITH SIPE HANGERS AND PECTION 4ORTS S 15 OF THE SERVICE CENTER 2010 FUEL GAS CODE SUPPORTS. HANGERS AND ANCHORS SHALL BE INSTALLED SO AS NOT TO INTERFERE WITH THE FREE EXPANSION AND CONTRACTION OF THE PIPING BETWEEN ANCHORS. ALL PARTS OF THE AUTOMATIC SHUTOFF VALVE SUPPORTING EQUIPMENT SHALL BE DESIGNED AND INSTALLED SO THEY WILL NOT BE DISENGAGED BY MOVEMENT OF THE SUPPORTED PIPING. 3301 ORANGE AVENUE FORT PROM FL 34947 REGULATOR SHEET NAME (OUTSIDE SHELTER) GAS PLUMBING • MANUAL SHUTOFF VALVE (OUTSIDE SHELTER) DETAILS AND NOTES SHEET NUMBER GAS PIPING ISOMETRIC ROUTE DETAIL NTS 1 NOTES 12 P1 ♦ REMOVABLE TEST y WELL COVER '�/ FINISH GRADE=t?:::;:;i,=' a...::::�:•:_ (SEE NOTE 1) EXTERIOR GROUND NO SLAG OR DEFORMITIES ALLOWED 8' PVC 3 ..3. FINISHED GRADE RING, #2 SOLID, BARE, THINNED TEST LOOP COPPER GROUNDING CONDUCTOR EXOTHERMIC EXOTHERMIC WELD CONNECTION (TYP.) m (THERMOWELD OR EQUIVALENT) PARALLEL, NO 1'x4' SLOT IN PVC GROUND o a o ,; \! ": T-WELDS ALLOWED. PIPE AT CABLE LOCATION GROUND CABLE . ^ U f �w ;; .. WARNING TAPE 'rl (�.';'L�� 3' COMPACTED 00 SAND FILL of COMPACTED BACK COPPERCLAD STEEL FILL MINIMUM BENDING RADIUS 45 DEGREES. TYPICAL GROUND ROD �B• r 4fi' x B (TYP) Mqk� R -- ^_ O�� PVC CONDUITS JUMPER, 02 SOLID, BARE. TINNED \�71'I,1III COPPER GROUNDING CONDUCTOR 1B' TRENCH OR AS REQUIRED BY L POWER/TEI.EPHONE NOTES COMPANY 1. CONTRACTOR SHALL PROVIDE PRE -CAST CONCRETE INSPECTION WELL WITH CAST IRON TRAFFIC RATED LID WHEN WELL WILL BE IN AN AREA WHERE THEY CAN BE DAMAGED 2. ALL WORK SHALL CONFORM TO THE LOCAL BUILDING CODES. DEPTH MAY VARY. TRENCH DETAIL Nml 1 WELD CONNECTION DETAIL NTs 2 GROUND ROD INSPECTION WELL DETAIL NTS1 3 1. RECORD DRAWINGS: MAINTAIN A RECORD OF ALL CHANGES, SUBSTITUTIONS BETWEEN WORK AS SPECIFIED AND INSTALLED. RECORD CHANGES ON A CLEAN SET OF CONTRACT DOCUMENTS WHICH SHALL BE TURNED OVER TO THE CONSTRUCTION MANAGER UPON COMPLETION OF THE PROJECT. 2. GUARANTEE/WARRANTY; GUARANTEE INSTALLATION TO BE FREE OF DEFECTS, SHORTS, GROUNDS, ETC., FOR A PERIOD OF ONE YEAR. FURNISH WARRANTY SO THE DEFECTIVE MATERIAL AND/OR WORKMANSHIP WILL BE REPAIRED/REPLACED IMMEDIATELY UPON NOTIFICATION AT NO COST TO THE OWNER FOR PERIOD OF WARRANTY. EN EMERGCY SHUT-OFF ENCH i_j #2 SOLID COPPER TINNED D 13AR 3. ALL TIE WRAPS SHALL BE CUT FLUSH WITH APPROVED CUTTING TOOL TO REMOVE SHARP MOUNTED TO POST IN NMLT (NON-METALLIC EDGES. LIQUID -TIGHT) (TYP.) - 4. ELECTRICAL. METALLIC TUBING (EMT) OR RIGID NONMETALLIC CONDUIT (LE, RIGID PVC SCHEDULE 40, OR RIGID PVC SCHEDULE 80 FOR LOCATIONS SUBJECT TO PHYSICAL DAMAGE) SHALL BE USED FOR EXPOSED INDOOR LOCATIONS. 1'0 CONDUIT FOR GENERATOR EMERGENCY ie' WASHER BB 5. LIQUID -TIGHT FLEXIBLE METALLIC CONDUIT LIQUID-TTTE FLEX) SHALL BE USED INDOORS SHUT-OFF SWITCH 000®poo AND OLfTD00R5, WHERE VIBRATION OCCURS OR FLEXIBILITY IS NEEDED. CONTROL WIRING ifi' x �l SS BOLT �� ® B 66pp 6. WIREWAYS SHALL BE EPDXY -COATED (GRAY) AND INCLUDE A HINGED COVER, DESIGNED TO SWING OPEN DOWNWARD; SHALL BE PANDUIT TYPE E (OR EQUAL); AND RATED NEMA 1 WALL ® 66pp pp (OR BETTER) INDOORS, OR NEMA 3R (OR BETTER) OUTDOORS. 160 0 667. EQUIPMENT CABINETS, TERMINAL BOXES, JUNCTION BOXES, AND PULL BOXES SHALL BE 00 GALVANM OR EPDXY -COATED SHEET STEEL, SHALL MEET OR EXCEED UL 50. AND PIPE BONDING CLAMP ®�® RATED NEMA 1 (OR BETTER) INDOORS, OR NEMA 3R (OR BETTER) OUTDOORS. (TYP. FOR EACH METAWC CONDUIT) _ �6' WASHER -�@ B. METAL RECEPTACLE, SWITCH, AND DEVICE BOXES SHALL BE GALVANIZED, EPDXY -COATED, OR _ NON -CORRODING; SHALL MEET OR EXCEED UL 514A AND NEMA OS 1; AND RATED f NEMA 1 (OR BETTER) INDOORS, OR WEATHER PROTECTED (WP OR BETTER) OUTDOORS. Q2 AWG SOLID BARE TINNED T ��' SS LOCK WASHER COPPER GROUND CONDUCTOR "�'""'"-''' 9. NONMETALLIC RECEPTACLE, SWITCH, AND DEVICE BOXES SHALL MEET OR EXCEED NEMA TO EQUIPMENT GROUND RING _ i4 SS NUT OS 2; AND RATED NEMA 1 (OR BETTER) INDOORS, OR WEATHER PROTECTED (WP OR (TYP. FOR EACH CONDUIT) BETTER) OUTDOORS. L #2 AWG SOLID BARED 1 10. CONTRACTOR SHALL REFER TO AT&T GROUNDING AND BONDING PRACTICE TP-76416. TINNED COPPER EQUIPMENT GROUND RING EMERGENCY SHUT—OFF SWITCH DETAIL Nrs 4 GROUND BAR CONNECTION DETAIL (TYP.) NTS 51 GROUNDING NOTES 6 t #2 AWG SOLID BARE TINNED COPPER CONDUCTOR EXOTHERMICALLY WELDED TO BURIED GROUND RING (TYP.) #2 SOLID BARE TINNED COPPER CONDUCTOR BETWEEN CABLE BRIDGE/H-FRAME SUPPORT PIPES TO BURIED GROUND RING (TYP.) h - Y\ OBI ail 00 PROVIDE fl2 AWG --- / #2 AWG SOLID BARE TINNED O SOLID BARE TINNED _ COPPER CONDUCTOR TO CONDUCTOR (TmJ SHELTER MOUNTING PLATE _ C ((��------ GROUND ROD AND G C TOWER GROUND BAR (TYP) INSPECTION WELL Efi (TYP-) EXISTING TOWER GROUND RING BETWEEN ENTRY PORT GROUND BAR AND BURIED GROUND RING BOND SHELTER GROUNDING SYSTEM INCLUDING CSRGB (LEADS PROVIDE) BY SHELTER MANUFACTURER) TO SHELTER BURIED GROUND RING AWG GROUND CONDUCTOR IN PVC CONDUIT (TYP.) NOTES: 1. CONTRACTOR SHALL REFER TO AT&T GROUNDING AND BONDING PRACTICE TP-76416. 2. PROVIDE WEATHER PROOFING AND GROUNDING KIT TO BOND DC POWER CABLE SHIELD TO EXTERNAL HATCH PLATE GROUND BAR. 3. THIS GROUNDING DETAIL IS DIAGRAMMATIC, DEPICTING THE ELEMENTS THAT NEED TO BE GROUNDED AND IS NOT AN EXACT REPLICATION OF THE PROPOSED EQUIPMENT. THE CONTRACTOR SHALL GROUND THESE ELEMENTS AS NEEDED AND IN SUCH A MANNER THAT IS FEASIBLE TO THE EXISTING CONDITIONS OF THE EQUIPMENT CONFIGURATION. 4. SYSTEM GROUND RESISTANCE SHALL NOT EXCEED 0.5 OHMS. A SYSTEM RESISTANCE TEST SHALL BE PERFORMED BY THE CONTRACTOR IN ACCORDANCE WITH AT&T SPECIFICATION. 4.1 PERFORM THREE TESTS AT EACH SITE 4.2 CONTRACTOR SHALL PROVIDE A WRITTEN REPORT CONSISTING OF THE FOLLOWING: SITE NAME, ADDRESS AND IDENTIFICATION NUMBER, MODEL NUMBER OF TESTING EQUIPMENT, DATE OF LAST CALIBRATION, SITE SKETCH SHOWING LOCATION OF TEST PROBES, AND ALL FIELD DATA COLLECTED (READINGS, RANGE, TESTS, MILLIAMPS, ETC). 4.3 CONTRACTOR SHALL NOTIFY THE CONSTRUCTION MANAGER IF THERE ARE ANY DIFFICULTIES PERFORMING SYSTEM RESISTANCE TESTS OR IF MEASUREMENTS ARE ABOVE 5 OHMS. THE CONSTRUCTION MANAGER SHALL PROVIDE INSTRUCTIONS TO THE CONTRACTOR TO INSTALL ADDITIONAL GROUNDING MEASURES TO MELT THE 0.5 OHMS REQUIREMENT. H—FRAME DETAIL II UNISTRUT P100 (TYP.) H-FRAME POST,@ (TYP-) 3" STANDARD PIPE H-FRAME POST (W O.D. BY 0216• THICK) AWG SOLID BARE TINNED (TYP. FOR EACH CONDUIT) GRADE 0 1 3,000 PSI ICONCRETE FOOTING I E EXTENDED BURIED GROUND RING aDx ENGINEERING GROUP 3490 MK E URNS 9 323 MIR/:WR, R 33027 (934) 74-1W8 COOOlCAW OF AUMORGATON 31948 o ee,, �G ENB•.: ��: v •:�j°°i • N0. 68 •: to 9: L! 0• EOF :dN ee O R 1 0 P�.GO eee ALp"� ST LUCIE SERVICE CENTER 3301 ORANGE AVENUE FORT PIERCE FL 34947 GROUNDING DIAGRAM AND NOTES EQUIPMENT GROUNDING DIAGRAM (TYP.) NIS 1 H—FRAME POST DETAIL Nrs 3 l E4 REV 0.17E DESCMPNON A 12/4/17 PRBIMNARY 1. PROVIDE ARC WARNING LABELS ON ALL 0 1/24/18 FOR PERMIT PANELS PER NEC EC 110.16 AND IN ACCORDANCE WITH SHEET E7. 2. PROVIDE EQUIPMENT IDENTIFICATION LABELS PER NEC 225.37 AND IN ACCORDANCE WITH SHEET E7. 3. CB-N, CB-E1 AND CB-E2 ARE 2P-200A MAIN _ BREAKERS. 4. CB -El AND CB-E2 ARE MECHANICALLY INTERLOCKED. ARK PROJECT N0.: 17-0149W DRAWN Ely.. - A WARREN S. POWER TRANSFER LOAD CENTER (PTLC) INCLUDES. AN ATS. A MECHANICALLY INTERLOCKED CIIECKED BY. LL ABBEY TRANSFER SWITCH, A 20GA 42-POS PANEL AND TITS DRAWING IS COP17ECTIED AND IS SURGE SUPPRESSION. 711E SOLE PROPERTY OF THE OWNER IT S. ALL ITEMS IN NOTE 5 ARE PRE -WIRED BY IS PRODUCED SOLELY FOR USE BY THE OWNER AND ITS AFFlUATES. MANUFACTURER. REPRODUCTION OR USE OF THIS DRAWING AND OR THE INFORMATION CON0.'NED IN 7. BOND NEUTRAL TO GROUND IN DISCONNECT. THE 3#3/0. 184G - 2'C R S PPEZIDASSION OF THE OWNER S. SEE SHELTER DRAWINGS FOR MORE DETAILS. — — — — cip FROM EXISRNG UTELOY I I ENGINEERING GROUP SOURCE AT HAND HOLE O _ _ SEE NOTE 5 3400 IANE40E a SUNS $35 PROPOSED uIRNAAR, 4-IMS) �{ _ Wy W (954) )N-15JR Y4G. N C 1 11 I I CE"RCATE OF AINNONPAMN 31940 3g3/0 - 2'C i 0 1 0 J SEE NOTES 3 AND 4 PROPOSED 200A METER I I tll� PROPOSED 200A. 10. 240V NEMA I ATS (PROVIDED W/ SHELTER) 3R FUSIBLE DISCONNECT ��� W/ 200A FUSES 3#3/0, VETO - 2•C (SEE NOTE 7) I FOR POWER (PROVIDED W/ SHELTER) 1.0 CONDUIT FOR REMOTE STARQVnUTY ED ( OW/ L TER) °,°°°,, 10 " CONDUIT FOR ��,V v •, BLOCK HEATER (PROVIDED W/ SHELTER) I � No. 68 N1 A OF ooi�iP • R TO 1P-20A � O�AL.,•� 6OKW GENERATOR 200A. 10, 42-POSMONS iP-20A (PROVIDED DATE SIGNATURE: 1/24/18 LOAD CENTER (SEE NOTE B) I W/ SHELTER) ST LUCIE O SERVICE CENTER REMOTE EMERGENCY LI 10 CONDUIT FOR ALARM GENERATOR STOP _ WIRING, ANNUNCIATOR OC POWER WIRING 3301 ORANGE AVENUE — — — — — — — FORE FIERCE. FL J4BQ L — — — — — — — — SHEEP NAME Yy'0 CONDUIT FOR OUTLINE OF EQUIPMENT SHELTER 1'0 CONDUIT FOR EMERGENCY STOP WIRING BATTERY CHARGER (PROVIDED W/ SHELTER) ELECTRICAL r 66-BLOCK (ALARM ONE -LINE DIAGRAM BLOCK) (PROVIDED W/ SHEET NUMBER MANUFACTURER) ELECTRICAL ONE -LINE DIAGRAM E3 PROPOSED METER AND X 77- O60ONNECr /:.. j, PROPOSED 2'0 if CONDLITr FOR POWER (APPROX. 40't IN LM" x Ix PROPOSED HAND HOLE cif E)GSRNG CONDUIT f' x ` r i PROPOSED Pt PIPE FOR GAS ff% (APPROX. SW:h IN LENGTH) X X X �XoAs—w�oAs �X X X XW X X X X X a X �IXLP TANK L PROPOSED 12' x 2W FPL � _ x EQIAPMENr SHEUER oAs I �<J•. �' F} � I I x f ti X � x a; Fx X X X X— + SLOPE X EXISTING GRASSED AREA X • IN LENS" eES X X X X X X X ems: X X X PROPOSED CONDUTr ROUTING IS SCHEMATIC ONLY, CONTRACTOR SHALL DETERMINE SUITABLE ROUTING IN. THE FIELD. CD o O O UTILITY PLAN °® A4::�= R cl ENGINEERING GROUP MOO L EMOE DRIM SUITE M MIRAMAR, n ] m (9u) 7H-IWB CERTIFICATE OF AURWRQAROM 31949 FPL oo` A p�e ♦♦SaP� G E N Sy�Q` i .� No. 68 ; LP fi O� EOF :41, R 1 O p �0�♦ DATE ST LUCIE SERVICE CENTER 3301 ORANGE AVENUE FORE PIERCE, FL 34947 SXEU KUM UTILITY PLAN E2 1. SCOPE PROVIDE LABOR, MATERIALS, AND EQUIPMENT, ETC., REQUIRED TO COMPLETE THE INSTAUA17ON SHOWN ON THE DRAWINGS. RLV I DATE I DESCRIPTION 2. CODES AND STANDARDS: INSTALLATION SHALL COMPLY WITH APPLICABLE LAWS AND ORDINANCES, UTILITY COMPANY REGULATIONS AND APPLICABLE REQUIREMENTS OF LATEST EDITIONS OF.A A NFC -NATIONAL FIRE CODES 12/4/17 PRELIMINARY 0 1/24/1B FOR PDIIT B. UL - UNDERWRITERS LABORATORIES C. NEC - NATIONAL ELECTRICAL CODE D. NEMA - NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION E. OSHA - OCCUPATIONAL SAFETY AND HEALTH ACT 3. PERMITS: OBTAIN AND PAY FOR REQUIRED PERMITS, LICENSES, FEES, INSPECTIONS, ETC. 4. COORDINATION: COORDINATE WORK WITH OTHER TRADES. 5. EXISTING SERVICES: DO NOT INTERRUPT EXISTING SERVICES WITHOUT WRITTEN APK PR0.1ECf NO 17-0149.07 PERMISSION OF THE OWNER. DRAWN BY: A WARREN 6. CUTTING AND PATCHING: PROVIDE CURING REQUIRED TO DO THE WORK. DO NOT CUT MAJOR STRUCTURAL ELEMENTS WITHOUT APPROVAL PATCHING SHALL BE OF QUALITY EQUAL TO AND OF MATCHING APPEARANCE OF EXISTING CONSTRUCTION. CHECKED BY: M. ABBEY 7. B. 9. 10. CONDUIT ROUTINGS ARE SCHEMATIC. CONTRACTOR SHALL INSTALL CONDUITS SO THAT ACCESS TO EQUIPMENT IS NOT BLOCKED. WIRING, RACEWAY AND SUPPORT METHODS AND MATERIALS S SHALL COMPLY WITH THE REQUIREMENTS OF THE NEC AND AT&T STANDARD. ALL CIRCUITS SHALL BE SEGREGATED AND MAINTAIN MINIMUM CABLE SEPARATION AS REQUIRED BY THE NEC AND AT&T STANDARD. • EACH END OF EVERY POWER, POWER PHASE CONDUCTOR (I.E.. HOTS). GROUNDING, AND T7 CONDUCTOR AND CABLE SHALL BE LABELED WITH COLOR -CODED INSULATION OR ELECTRICAL TAPE (3M BRAND, X INCH PLASTIC ELECTRICAL TAPE WITH UV PROTECTION, OR EQUAL). THE IDENTIFICATION METHOD SHALL CONFORM WITH NEC & OSHA DRAWING IS COPYRIGHTED AND IS THE SOLE WmPERIY OF THE OWNER. IT IS PRODUCED SOLELY FOR USE ER THE OWNER AND Irs AFFILIATES. REPRODUCHON OR USE OF TIES DRAWING AND/OR THE INFORMATION CONTAINED IN IT IS FORBIDDEN WITHOUT THE WRITTEN PERMISSION OF THE OWNER 11. ALL ELECTRICAL COMPONENTS SHALL BE CLEARLY LABELED WITH ENGRAVED LAMACOID PLASTIC LABELS (OR EQUAL). ALL EQUIPMENT SHALL BE LABELED WITH THEIR VOLTAGE RATING, PHASE CONFIGURATION, WIRE CONFIGURATION, POWER OR AMPACITY RATING, AND BRANCH CIRCUIT ID NUMBERS (I.E., PANELBOARD AND CIRCUIT ID'S). 12. PANELBOARDS (ID NUMBERS) AND DISCONNECTS SHALL BE CLEARLY LABELED WITH ENGRAVED LAMACOID PLASTIC LABELS. 13. POWER, CONTROL, AND EQUIPMENT GROUND WIRING IN TUBING OR CONDUIT SHALL BE SINGLE CONDUCTOR (#14 AWG OR LARGER), 600 V. OIL RESISTANT THHN OR THWN-2, CLASS B STRANDED COPPER CABLE RATED FOR 90 'C (WET AND DRY) OPERATION; LISTED OR LABELED FOR aox� THE LOCATION AND RACEWAY SYSTEM USED, UNLESS OTHERWISE SPECIFIED. 14. SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED INDOORS SHALL BE SINGLE CONDUCTOR (#8 AWG OR LARGER), 600 V. OIL RESISTANT THHN OR THWN-2 GREEN INSULATION, CLASS B STRANDED COPPER CABLE RATED FOR 90 -C (WET AND DRY) OPERATION; LISTED OR LABELED FOR THE LOCATION AND RACEWAY SYSTEM USED, UNLESS OTHERWISE SPECIFIED. """MI ENGINEERING GROUP 15. POWER AND CONTROL WIRING, NOT IN TUBING OR CONDUIT, SHALL BE MULTI -CONDUCTOR, TYPE TC CABLE (814 AWG OR LARGER), 600 V. OIL RESISTANT THHN OR THWN-2, CLASS B STRANDED COPPER CABLE RATED FOR 90 -C (WET AND DRY) OPERATION; WITH OUTER JACKET; LISTED OR LABELED FOR THE LOCATION USED, UNLESS OTHERWISE SPECIFIED. 3100 ME9DE DWM SURE 525 jeu , F 1_027 1 CE CANE OF AmmaAIWN 3190 16. ALL POWER AND GROUNDING CONNECTIONS SHALL BE CRIMP -STYLE, COMPRESSION WIRE LUGS AND WIRENUTS BY THOMAS AND BENS (OR EQUAL). LUGS AND WIRENUTS SHALL BE RATED FOR OPERATION AT NO LESS THAN 75-C (90'C IF AVAILABLE). 17. RACEWAY AND CABLE TRAY SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH N06t& UL, ANSI/IEEE, AND NEC. 18. CONDUIT AND TUBING FIRINGS SHALL BE THREADED OR COMPRESSION -TYPE AND APPROVED FOR THE LOCATION USED. SETSCREW FITTINGS ARE NOT ACCEPTABLE 19. CABINETS. BOXES, AND WIREWAYS SWILL BE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA, UL4 ANSI/IEEE, AND NEC. IQ 20. THE CONTRACTOR SHALL PROVIDE NECESSARY TAGGING ON THE BREAKERS, CABLES AND DISTRIBUTION PANELS IN ACCORDANCE WITH THE APPLICABLE CODES AND STANDARDS TO SAFEGUARD AGAINST LIFE AND PROPERTY. 21. ALL VERTICAL RUNS OF POWER CABLE EXCEEDING 80 FEET IN LENGTH SHALL BE SUPPORTED PER N.E.C. ARTICLE 300 USING KELLEMS GRIPS OR ACCEPTABLE EQUAL CABLE SUPPORT SYSTEM. PROVIDE SUPPORT CABLES AS PER N.E.C. TABLE 300.19(A). FPL 22. CONTRACTOR SHALL PROVIDE LABELS FOR EACH BREAKER INCLUDING THE BREAKER POSITION NUMBER, THE BREAKER SIZE AND A DESCRIPTION OF BREAKER FEED. CONSTRUCTION MANAGER MUST APPROVE BREAKER LABELS AND MOUNTING LOCATION. 23. PULL BOXES FOR FIBER REQUIRED EVERY 180 DEGREES. eeeee0� A • W�Amii Je wP� •. G E N c No. 683 ; NI �• '4a E OF �:�4/' P; ee O R T O (9 Bee DALE SIGNATURE 1/24/18 ST LUCIE SERVICE CENTER =1 ORANGE AVENUE IER FORT PCE FL 34947 ELECTRICAL NOTES ELECTRICAL NOTES E1 25'-0' .. .._ r'e_ _______________ d -------------- °• - -_. -', a SHELTER SLAB TIE -DOWN PLATE (PROVIDED WITH I° SHELTER) . DESIGN CRITERIA: P I '.° �' .< o LIFT BOLTS (PROVIDED I° WITH SHELTER) d SEE T-1 DEAD LOAD: _ WO GALV. HILT] KWIK x — .. — BOLT III W/ 5' 12' x 25' EMBED. (TYP. OF 2) q PRECAST SHELTER W/ GENERATOR 75,000 IDs LIVE LOAD: �— 1 oI a d a N SHELTER ROOF 30 PSF \ SHELTER FLOOR 200 PSF I \ CONCRETE CONCRETE (2R DAYS)-- FOUNDATION SHELTER SLAB 4,000 PSI ALL OTHER CONCRETE 3,000 PSI I - (° REINFORCING STEEL A615 GRADE 60 ; PRECAST SLAB TIE —DOWN Nrs 2 WELDED WIRE FABRIC A185 d c c 1¢' PRE -FORMED 4' 0 EX PANSION JOINT ] cnn. J e 3 ° 2,000 PSF ALLOWABLE BEARING CAPACITY Lr-�___._________________� --_________�° J° _ _ ON SANDY SOIL (FBC TABLE 1806.2) 4'-0' e".. ALLOWABLE LATERAL SOIL CAPACITY 150e PSF/FT BELOW GRADE x" -- va (4) Q5 AT TOP AND I ,. BOTTOM LONGITUDIDAL NATURAL \\\ a (FBC TABLE 1806.2) PRE —FABRICATED PRE —CASE SHELTER `o SLAB ABOVE ��\\ '.. 4 -• • • ' �. COMPACTED FILL (SOIL BELOW SHELTER BEACTED TO 957 OFSLAB BUILDING LINE AND EDGE I c �5x30'x30' CORNER . GRADE ' i' i• MODFIED PROCTORTO DENSITY PER ASTM L-BARS AT TOP AND •+. \�/�� . \�Xi ,...a COMPACTED FILL D1557) BOTTOM OF FOUNDATION BELOW �./`� �.. ,. ! /�\�\/ •, FFOUNCONTRACTOR SHALL PROVIDE SOIL TEST �j��' $5 O 12' O.C. ��\ �\ j ' RESULTS AFTER REMOVAL OF EXISTING 2 DATION :� MAX TRAVERSE \\ SHELTER TO SHOW ALL REQUIREMENTS ARE ACHIEVED. °o..e SLOPE ANCHORING ePLATE CON SLOOP/ - (TYP.) '' ° 1fi'-0' 8'-7' OMIT BOTTOM REINFORCING MAT ONCE RAMP THICKNESS IS LESS THAN 10". SHELTER FOUNDATION PLAN NTs 1 RAMP/STOOP DETAIL NTs 3 6'57 CRUSHE ED PRE-CAST SHELTER SLAB GRANITE FOUNDATION c SLAB TOP OF SLAB • _� .. -<,. '• .. ... EL 1s.4 NAVDBB x x�. •�� x- x.-. x u-� x, x-., x- z- x - x- x -T x x ° x TOP OF GRAVEL EL 13.9 NAVD88 N • \/ \�i 4xW DED WIRE FABRIC COMPA -./;\/. `� i� '. \ \\ .L, EL TING 13.4 GRADE NAVDBB \�/�\/ \,\\\/\\\ \/� 12 #3 STIRRUP X, \ O 12' O.C. IL (8) $5 CONT. (RIP•) 1 Nn FT •, 25'-0" SITE IS LOCATED IN FEMA FLOOD ZONE 'X'. FOUNDATION SECTION Nr5 4 REV DATE DESCRIPTION A 12/4/17 PRE11MINMY 0 1/24/18 FOR PERMIT 1 5/18/18 REVISED APX PROJECT NO- 17-0149.07 DPAWNfry.. A WARREN CHECKED BY: M. ABBEY THIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERIY OF THE OWNER. IT IS PRODUCED SOLELY FOR USE BY THE OWNER AND TIS AFFlUATES. REPRODUCIION OR USE OF THIS DRAWING AND/OR THE INFORMATION CONTAINED IN IT S FORBIDDEN WITHOUT THE WRITER PERMISSION OF THE OWNER REV DATE DESCRIFRDN A 12/4/17 PRELIMINARY 0 1/24/18 FOR PERMIT CABLES CABLE BRIDGE e TOWER EQUIPMENT SHELTER SLOPE AP% PROJECT NO: 17-0148.07 DRAWN RY: A. WAAfUH CHECKED BY: M. ABBEY THIS DRAWING 5 COPIRIGHIED AND IS THE SOLE PROPERIY OF THE OWNER. IT 5 PRODUCED SOLELY FOR USE BY IKE S 1' DRI OWNER AND RS AFFILIATES. 1' DRIP LOOP REPRODUCTION OR USE OF 71IS DRAWING LOOP AND/OR 7HE IFORMARON CONTAINED IN - TT 5 FORBIDDEN WRHOUF THE WRITTEN PERMISSION OF THE OWNER. ap� / ♦ / r '/ �'/J/ /� r� \ /ri / i %./ ENGINEERING GROUP 3400 MESDE DINE SUITE US L (954) 744-1538 CE CATE OF A117HOROATON 3194E CABLE BRIDGE SIDE ELEVATION NMI 1 (NOT USED) 2 0 F►-2' MIN. _ 17=PL CABLE SUPPORT BLOCK (CONNECT-R. OR eCABLE BRIDGE ...... APPROVED EQUAL) ISCABLE BRIDGE _ __ �eeeeV�P'• G V ° (CONNEChIT MODELS 683 N EWGBIIO-14. OR c APPROVED EQUAL) * . tl ® UNISTRUT P1000 ;s OF ' W TRAPO .. T C��G,eee ¢Ee i AA38 THREADED ROD °-GALVANrLED°,A�Ss•®NAS. ���• a . (TYP.) O DATE OF LNATURE: 1/24/19 Y R ST LUCIE 3.000 PSI CONCRETE a H SERVICE CENTER WITH SONOTUBE FORM (n.P) 7-1 e Z ORANGE •,f, �.. FORTIP CE. FL 34B 7 SHEET KANE I�. CABLE .12. MIN. MOUNTING DETAILS SHEET NUMBER CABLE BRIDGE DETAIL NTS 3 CABLE BRIDGE CROSS—SECTION Nrs 4 TRAPEZE ISOMETRIC Nrs 5 C3 PROPOSED COX BRIDGE 1 ABOVE SPRINT COAX C3 BRIDGE PROPOSED METER AND DISCONNECT EXISTING SPRINT COAX GABLE ROUTED VERTICALLY ON POSTS PROPOSED HAND HOLE EXISTING SPRINT UTILTIY H-FRAME X X X X X X EXISTING FPL LP TANK X X EXISTING TRANSFORMER EXISTING SPRINT EQUIPMENT CABINET ON CONCRETE PAD (TYP. OF 2) EXISTING SPRINT COAX PROPOSED COMPOUND PLAN X X X X X -X - EXISTING GRASSED AREA X.- IIiX'�...' . X X X EXISTING GRAVELED AREA X X -( X X-, �chK. PROPOSED 12' xPROPOSFD x 25' F'PL EQUIPMENT SHELTER eC4 X EXISTING 12't WIDE ACCESS GATE X X EXISTING AT&T '%•" EQUIPMENT SHELTER X PoDGEG AT&T COAX PoDGEG AT&T COAX EXISTING 300't GUYED TOWER X EXISTING B' HIGH CHAIN -LINK CHAIN -LINK FENCE W/ 3-STRAND X BARBED WIRE (TP.) PROPOSED FPL H-FRIWE E4 e K RELOCATED STROBE BOX EXISTING 20'f WIDE ACCESS GATE EXISTING TELCO PEDESTA EXISTING HAND HOLI X X X X X X X ❑ 0 0 0 0' 1V rREV DATE D6CRIPIION A .2/4/17 PRFLIONARY APX PROJECT NO-. 17-014'E OMWN BY: A WARREN CHECKED Hh M. ABBEY 7HIS DRAWING IS COPYRIGHTED AND 6 7HE SOLE FROFERIY OF THE OWNER. D IS PRODUCED SOLELY FOR USE BY 7HE OWNER AND RS AFFILIATES. REPRODUCTION OR USE OF THIS DPAWING AND/OR THE INFORMATION CONFAINED W TE IS FORBIDDEN WIINOUF THE WRMEA PERMPMON OF THE OWNER. ip E)asnmc UP AND OONCREFE ENISTING SPRINT UTILITY X—X-----X-----X EXISTING | oam$uo / AREA x \ --'-----�----'-- X | rEXISTING 12'* WIDE ACCESS GATE EXISIING AT&T EQUIPMENT SHELTER � EXISTING AT&T COAX x BRIDGE z TOWER EXISTING FPL UP TANK Al EXISTING FPL xEQUIP TO BE X------X X---- / / | oosnwGnwANsrnnusn � | � / LI —.� E)aSTING SPRINT EQUIPMENT CABINET ON CONCRETE PAD (TYP. OF 2) EXISTING SPRINT COAX CABLE BRIDGE 'LEXISTING COMPOUND PLAN ' EXISTING GRASSED AREA EXISTING FPL STROBE BOX TO BE RELOCATED MOnM COM BROW M BE REIIAOMED CM. OF 2) EXISTING 8'HIGH cumn-uwxnumw~uwu FENCE W1 a-snmmo | X----� $mRoeovwnc�yp.) smsnmcsu'*WIDE ACCESS GATE EXISTING TELCO PEDESTAL EXISTING HAND nOUE X---`-X------X------X---`' « «-----X oo 0 NM CONCRETE', 1. • 2. 3. 4. 5. 6. 7. ALL CONCRETE SHALL BE 4,000 PSI MIN. AFTER 28 DAYS AND ALL WORK SHALL CONFORM TO ACI 318. 'BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE' AND TO THE PROJECT SPECIFICATIONS. READY -MIX CONCRETE SUPPLIERS SHALL BE NRMMA-CERTIFIED. ALL CONCRETE SHALL BE NORMAL. DENSITY CONCRETE WITH A MAXIMUM SLUMP OF 4 INCHES AND A MAXIMUM AGGREGATE SIZE OF i•4 INCH. NO ADDITIONAL WATER SHALL BE ADDED TO THE CONCRETE AT THE JOB SITE DO NOT USE CHLORIDE -CONTAINING ADMIXTURES. HOT WEATHER CONCRETE: COMPLY WITH ACI 305R. REINFORCING OF ALL CONCRETE MEMBERS SHALL. HAVE THE FOLLOWING CLEAR CONCRETE COVER: 1. 2. 3. 4. 5. 6. STEEL REINFORCING BARS: ASTM A615, GRADE 60, PREFORMED BARS. WELDED WIRE MESH: TO ASTM A185. PROVIDE IN FIAT SHEETS ONLY. VERTICAL PLACEMENT TOLERANCE TO BE % INCH. REINFORCING STEEL TO BE DETAILED, FABRICATED, BENT AND PLACED IN ACCORDANCE WITH THE CRSI MANUAL OF STANDARD PRACTICE AND ACI 315. THE GENERAL CONTRACTOR SHALL FABRICATE ALL REINFORCEMENT AND FURNISH ALL ACCESSORIES, BOLSTERS, CHAIRS, SPACER BARS AND SUPPORTS NECESSARY TO SECURE THE REINFORCEMENT UNLESS INDICATED OTHERWISE, OR PROVIDED BY MANUFACTURER. WHERE INDICATED, REINFORCING BARS SHALL BE WELDED IN ACCORDANCE WITH AWS 01.4 'STRUCTURAL WELDING CODE - REINFORCING STEEL'. IN REINFORCED MASONRY WALLS. COLUMNS AND BEAMS, RE AR POST SHALL BE HEPP IN PLACE WITH IORRTO-WALL' REBAR POSITIONERS OR APPROVED EDUAL, PRIOR TO GROUTING 1. 2. 2• 3. 4. ALL STRUCTURAL STEEL WORK SHALL CONFORM TO THE LATEST EDITION OF THE AISC 'STEEL CONSTRUCTION MANUAL. MATERIAL: A ALL STRUCTURAL STEEL WF BEAMS SHALL BE ASIM A992 AND 'HOT DIPPED' GALVANIZED IN ACCORDANCE WITH ASTM A123 AND ASTM A153 STANDARDS. B. ALL STRUCTURAL PLATES, ANGLES, AND CHANNELS SHALL BE ASTM A572 GRADE 50 AND 'HOT DIPPED' GALVANIZED IN ACCORDANCE WITH ASTM A123 AND ASTM A153 STANDARDS, UNLESS NOTED OTHERWISE. C. ALL ITS MEMBERS SHALL BE ASTM A500 GRADE B (FY-46ksi), AND 'HOT DIPPED' GALVANIZED IN ACCORDANCE WITH ASTM A123 AND ASTM A153 STANDARDS. D. ALL STRUCTURAL PIPE MEMBERS SHALL BE ASTM A500 GRADE B (F7-42ksil, AND 'HOT DIPPED' GALVANIZED IN ACCORDANCE WITH ASTM A123 AND ASIM A153 STANDARDS, UNLESS NOTED OTHERWISE E. ALL NON-STRUCTURAL PIPE MEMBERS SHALL BE ASTM A53 GRADE B. AND 'HOT DIPPED' GALVANIZED IN ACCORDANCE WITH ASTM A123 AND ASTM A753 STANDARDS. DESIGN, FABRICATION, AND CONSTRUCTION OF ALL CONNECTIONS SHALL CONFORM TO AISC STEEL CONSTRUCTION MANUAL WELDING: A ALL WELDS, WELDERS, AND WELD INSPECTIONS SHALL CONFORM TO THE REQUIREMENTS OF AWS 0 1.1, LATEST REVISION. B. ALL WELDS SHALL BE MADE WITH E70XX LOW HYDROGEN ELECTRODES. C. ALL STEEL SHALL BE SPRAY GALVANIZED AFTER WELDING, ALL BOLTS SHALL BE GALVANIZED Y.' DIAMETER. /325-N, UNLESS NOTED OTHERWISE AND TIGHTENED TO A SNUG TIGHT' CONDITION AS DEFINED BY RISC. SECURE NUT WffH LACKMG WISHER. .b REV DATE DESCRIPTION A 1 4/ 77 PRELMINARY 0 1/24/1B FOR POW AP% PROJECT NO3 17-0149.07 OMWN OY: A WARREN CHECKED er: M. AEeEY HEs DRAWING F IS TY OF THE O AND IS THE RODE PROPERTY OF THE OWNER IT FOR LIRE f. THE E R PRODUCED AND REPRODUCTION ANO S AFFILIATES. DRAWING RErRODt HE OR MAT OF OON EDIN AND/Oft THE ounRwnoN ooBMINm 1N INCHES 3 CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH CONCRETE EXPOSED TO EARTH OR WEATHER: 2 #6 THROUGH J18 BARS A #5 BAR OR SMALLER CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: SLABS AND WALLS % #14 AND #18 BARS 1 #11 BAR AND SMALLER % COLUMNS PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS 5. ANCHOR BOLTS SHALL CONFORM TO ASTM F1554 GRADE 36, UNLESS NOTED OTHERWISE R H FORBIDDEN om HE OWNER ONLY, WRITTEN 7. IN SLABS WHERE REINFORCING IS SHOWN IN ONE DIRECTION ONLY, PROVIDE INDICATED TEMPERATURE REINFORCEMENT AT 90 6. THE CONTRACTOR/STEEL FABRICATOR SHALL LOCATE ANY REINFORCEMENT IN THE STRUCTURAL MEMBERS IN SUCH A MANNER SO DEGREES TO PRINCIPAL REINFORCEMENT. THAT THERE WILL NOT BE CONFLICT WITH THE REINFORCEMENT WHEN INSTALLING ANCHORS. THE ANCHORS SHALL BE INSTALLED PER 8. LAP SPLICES: g.i THE MANUFACTURER'S INSTRUCTION. =i�t� z' _ SUBMIT PROPOSED LOCATIONS OF LAP SPLICES FOR 7. 'THE CONTRACTOR/STEEL FABRICATOR SHALL CONFORM TO THE MINIMUM EDGE DISTANCE REQUIREMENTS IN ACCORDANCE WITH THE APPROVAL AISC MANUAL OF STEEL CONSTRUCTION. S) CONCRETE: PROVIDE CLASS B TENSION LAP SPICES B. ALL STRUCTURAL STEEL SHALL BE FABRICATED TO FIT AT BOLTED CONNECTIONS WITHIN 1/16 INCH TOLERANCE. STRUCTURAL STEEL UNLESS NOTED OTHERWISE SHALL NOT BE FLAME CUT UNDER ANY CIRCUMSTANCES WITHOUT APPROVAL OF THE ENGINEER. d'=::=-,..._'="'3 E�'� ENGINEERING GROUP C) MASONRY. LAP SPLICE BARS A MINIMUM OF 40 BAR 9. THE CONTRACTOR/STEEL FABRICATOR SHALL CAP OR SEAL ALL PIPES AS REQUIRED TO PREVENT WATER INTRUSION. MO MEMDE Dw SN 573 N DIAMETERS UNLESS NOTED OTHERWISE 10. THE CONTRACTOR/STEEL FABRICATOR SHALL SUBMIT SHOP DRAWINGS FOR REVIEW PRIOR TO ANY STEEL FABRICATION. AT THE (954) 7"-153e D) WELDED WIRE MESH - MINIMUM LAP 8 INCHES, CONTRACTOR'S OPTION, FIELD SPUCES MAY BE USED FOR ERECTION PURPOSES. IF FIELD SPLICES ARE USED, THE SHOP DRAWINGS CERIIF M OF W ORRATON 3194E MEASURED BETWEEN OUTERMOST CROSS -WIRES OF EACH SHALL INCLUDE ALL DETAILS FOR THE PROPOSED FIELD SPLICES. SHEET. 11. AT THE CONTRACTOR'S OPTION, SHOP WELDS MAY BE USED INSTEAD OF FIELD WELDS. B. ENSURE THAT A MINIMUM OF 2 - $5 BARS ARE PROVIDED 12. SUBMIT ORIGINAL SHOP DRAWINGS, INCLUDING COMPLETE DETAILS, SCHEDULES OF FABRICATION AND ASSEMBLY, PROCEDURES, AND CONTINUOUSLY AT ALL SLAB EDGES BY ADJUSTING BAR LENGTHS DIAGRAMS. INCLUDE DETAILS OF CUTS, CONNECTIONS, CAMBER, HOLE, AND OTHER PERTINENT DATA INDICATE WELDS BY STANDARD 0OR PROVIDING ADDITIONAL TOP/BOTTOM EDGE BARS AS AWS A2,1 AND A2.4 SYMBOLS, AND SHOW SIZE, LENGTH, AND TYPE OF WELD. PROVIDE SETTING DRAWINGS. TEMPLATES. AND REQUIRED. DIRECTIONS FOR INSTALLATION OF ANCHOR BOLTS AND OTHER ANCHORAGES TO BE INSTALLED AS WORK OF OTHERS' SECTIONS. 10. PROVIDE 1 - #5 NOSING BAR FOR ALL SILLS, LEDGES, CURBS, 13. ALL WALL PENETRATIONS SHALL BE SLEEVED (IF REQUIRED), CAULKED AND SEAL TO FORM AN AIR TIGHT SEAL PADS AND STEPS UNLESS OTHERWISE INDICATED. FPL ,44��`T.V . �• • 93�� si E N • : ,i B. UNLESS OTHERWISE NOTED, PROVIDE A MINIMUM BEARING LENGTH I OF 4 INCHES FOR ALL REINFORCED CONCRETE SLABS. No. 6 2 9. PROVIDE CHAMFERS, REVEALS, REGLIETS, RECESSES AND THE LIKE AS SHOWN ON THE ARCHITECTURAL OR STRUCTURAL DRAWINGS. 10. HOLES SLEEVESTHROUGH ( TE OF WORKOTHER THAN INDICATED ON THESTRUCTURAL s'��q ,e�4/, DRAWINGS WITHOUT THE APPROVAL OF THE STRUCTURAL ENGINEER. O R 1 O . 11. PROVIDECONCRETE FOR ANDTO: , �MAL..No" INCLUDING T NOTLIMITEDCAL ELECTRICAL EQUIPMENT aOo BASES. HOUSEKEEPING PADS. CURBS, PITS, UNDERGROUND OF SIGNATURE 1/24/18 12. ALL FORMWORK OFFSET TOLERANCES (PER ACI SP-117) TO BE CLASS A ST ELICIT 13. FLOOR SLAB TOLERANCE TO ASIM El 155: SPECIFIED OVERALL SERVICE CENTER MINIMUM VALUE OF FLATNESS FFm25 WITH LOCAL MINIMUM FF=17, AND MINIMUM VALUE OF LEVELNESS FL-20 WITH LOCAL MINIMUM FL-15. MEASURE FL AND Fr WITHIN 72 HOURS OF SLAB CONSTRUCTION. 3301 ORANGE AVENUE FORE PURGE• FL 34947 SHEET NAME GENERAL NOTES SHEET NUMBER T3 GENERAL STRUCTURAL NOTES 1 STRUCTURAL STEEL NOTES 121 1. FOR THE PURPOSES OF THESE CONSTRUCTION DRAWINGS, THE FOLLOWING DEFINITIONS SHALL APPLY: 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. OWNER - FPL ENGINEER - APX ENGINEERING CONTRACTOR - GENERAL CONTRACTOR (CONSTRUCTION) PRIOR TO SUBMITTING HIS BID, THE CONTRACTOR SHALL VISIT THE JOB SITE IN ORDER TO (1) VERIFY ALL EXISTING CONDITIONS, (2) CONFIRM WHETHER ALL DIMENSIONS ARE AS SHOWN ON THE PLANS AND (3) CONFIRM WHETHER THE WORK MAY BE ACCOMPLISHED AS SHOWN. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE CONSTRUCTION MANAGER. A 20-FOOT HORIZONTAL CLEARANCE DISTANCE SHALL BE MAINTAINED FROM ALL EXISTING POWER LINES. THE CONTRACTOR'S USE OF A CONSTRUCTION STAGING AREA SHALL BE COORDINATED WITH THE OWNER WELL IN ADVANCE OF THE CONSTRUCTION START DATE LABOR, MATERIAL, TOOLS, EQUIPMENT, TRANSPORTATION AND TEMPORARY POWER SERVICES NECESSARY FOR AND INCIDENTAL TO COMPLETION OF ALL WORK SHALL BE PROVIDED AS INDICATED ON THE DRAWINGS AND/OR AS SPECIFIED HEREIN. LABOR AND MATERLLLS SHALL BE FURNISHED AS REQUIRED FOR COMPLETE SYSTEMS, INCLUDING ALL ELEMENTS OBVIOUSLY OR REASONABLY INCIDENTAL TO A COMPLETE INSTALLATION, WHETHER OR NOT SPECIFICALLY INDICATED ON THE PLANS. FOR TASKS REQUIRED TO BE PERFORMED BUT NOT CLEARLY DEFINED OR IDENTIFIED BY THE CONTRACT DOCUMENTS, THE CONTRACTOR SHALL NOT START WORK ON SUCH TASKS WITHOUT HAVING RECEIVED WRITTEN AUTHORIZATION FROM THE CONSTRUCTION MANAGER TO PROCEED. THE DRAWINGS ARE DIAGRAMMATIC AND INDICATE THE GENERAL ARRANGEMENT OF SYSTEMS AND EQUIPMENT UNLESS OTHERWISE INDICATED BY DIMENSIONS OR DETAILS. EXACT EQUIPMENT LOCATIONS MAY BE MODIFIED AS REQUIRED BY ACTUAL FIELD CONDITIONS. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, CONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY THE ENGINEER AND THE CONSTRUCTION MANAGER. THE CONTRACTOR SHALL OBTAIN, PAY FOR AND DELIVER ALL REQUIRED PERMITS, CERTIFICATES OF INSPECTION, INCLUDING UTILITY CONNECTION FEES, ETC., REQUIRED BY THE AUTHORITIES HAVING JURISDICTION AND SHALL DELIVER SUCH DOCUMENTS TO THE OWNER PRIOR TO FINAL. ACCEPTANCE OF THE WORK. THE CONTRACTOR'S OPERATIONS SHALL BE CONFINED TO AREAS OF NEW CONSTRUCTION. ALL NECESSARY PROVISIONS SHALL BE MADE TO PROTECT EXISTING IMPROVEMENTS. LANDSCAPING, PAVING, CURBS, GALVANIZED SURFACES, ETC, AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO SAME RESULTING FROM THE CONSTRUCTION WORK ALL DISTURBED AND DAMAGED AREAS SHALL BE RESTORED TO THEIR ORIGINAL CONDITION OR BETTER UPON COMPLETION OF ALL WORK TO THE SATISFACTION OF THE CONSTRUCTION MANAGER. THE FOLLOWING CLEANUP TASKS SHALL BE PERFORMED AS FOLLOWS: (1) ON A DAILY BASIS, KEEP THE GENERAL AREA CLEAN AND HAZARD FREE REMOVING ALL WASTE, DEBRIS AND TRASH FROM THE SITE AND DISPOSING OF SAME IN A LEGAL MANNER. (2) UPON COMPLETION, LEAVE THE PREMISES IN A CLEAN CONDITION AND FREE FROM PAINT SPOTS, DUST. OR SMUDGES OF ANY NATURE ALL EQUIPMENT AND MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE RESPECTIVE MANUFACTURER'S RECOMMENDATIONS EXCEPT WHERE IT IS SPECIFICALLY INDICATED OTHERWISE IN THE CONTRACT DOCUMENTS OR WHERE LOCAL CODES OR REGULATIONS TAKE PRECEDENCE. ALL WORK PERFORMED AND MATERIALS INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS AND ORDINANCES. THE CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY HAVING JURISDICTION OVER THE PERFORMANCE OF THE WORK. MECHANICAL AND ELECTRICAL SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AS WELL AS LOCAL AND STATE CODES, ORDINANCES AND APPLICABLE REGULATIONS. THE CONTRACTOR SHALL SUPEIMSE AND DIRECT THE WORK AT ALL TIMES, USING THE BEST SKILLS AND ATTENTION. HE SHALL BE SOLELY RESPONSIBLE FOR ALL OF THE CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK, INCLUDING CONTACT AND COORDINATION WITH THE CONSTRUCTION MANAGER AND WITH THE OWNER'S AUTHORIZED REPRESENTATIVE WITHIN TEN (10) WORKING DAYS AFTER PROJECT COMPLETION, THE CONTRACTOR SHALL PROVIDE A COMPLETE SET OF AS -BUILT DRAWINGS. SWEEP TEST, CYLINDER TESTS. LIEN RELEASES, AND OTHER CLOSEOUT DOCUMENTATION AS REQUIRED BY THE OWNER. ALL SYSTEMS SHALL BE COMPLETELY ASSEMBLED, TESTED, ADJUSTED AND DEMONSTRATED TO BE READY FOR OPERATION PRIOR TO THE OWNER'S ACCEPTANCE 1. THE APPROPRIATE UTILITY LOCATING SERVICES SHALL BE CONTACTED PRIOR TO THE START OF CONSTRUCTION IN ORDER TO VERIFY THE EXACT LOCATION OF ALL EXISTING UNDERGROUND UTTUTIES. 2. THE INSTALLATION OF NEW UTILITIES SHALL BE COORDINATED WITH LOCAL AUTHORITIES. 3. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES. WHERE ENCOUNTERED IN THE WORK, SHALL BE PROTECTED AT ALL TIMES. WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SUCH UTILITIES SHALL BE RELOCATED AS DIRECTED BY THE CONSTRUCTION MANAGER. EXTREME CAUTION SHALL BE USED WHEN EXCAVATING OR DRILLING PIERS AROUND OR NEAR UTILITIES. 4. RUBBISH, STUMPS, DEBRIS, STICKS, STONES AND OTHER REFUSE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF LEGALLY. 5. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES THAT INTERFERE WITH THE EXECUTION OF THE WORK SHALL BE REMOVED AND/OR CAPPED, PLUGGED OR OTHERWISE DISCONTINUED AT POINTS THAT WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK. SUBJECT TO THE APPROVAL OF THE LANDLORD AND/OR LOCAL UTILITIES. 6. DISTURBANCE TO THE EXISTING SITE DURING CONSTRUCTION SHALL BE MINIMIZED. 7. ANY AREAS OF THE CONSTRUCTION SITE DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER. EQUIPMENT OR DRIVEWAY, SHALL BE GRADED TO A UNIFORM SLOPE SUCH GRADING SHALL CAUSE SURFACE WATER TO FLOW AWAY FROM ANY EQUIPMENT SHELTER AND TOWER AREAS AND THE SOIL SHALL BE STABILIZED TO PREVENT EROSION. EROSION CONTROL ME4&URES,IF REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE LOCAL GUIDELINES FOR EROSION AND SEDIMENT CONTROL B. THE SUB -GRADE SHALL BE COMPACTED AND BROUGHT TO A UNIFORM GRADE PRIOR TO FINISHED SURFACE APPLICATION 9. BACKFILL SHALL CONSIST OF CLEAN SAND FILL APPROVED FOR USE BY THE ENGINEER. NO UNAPPROVED MATERIAL WILL BE ALLOWED. CLEAN SAND FILL SHALL BE FREE OF ALL ROOTS. BOULDERS, OR OTHER DELETERIOUS MATERIAL 10. THE CONTRACTOR SHALL RESTORE ALL DISTURBED AREAS TO EQUAL TO OR BETTER CONDITION THAN ORIGINAL 11. SITE SIGNAGE SHALL BE PROVIDED IN ACCORDANCE WITH THE TECHNICAL SPECIFICATIONS FOR SUCH SIGNAGE AS MAY BE CONTAINED IN THESE DRAWINGS. SITE WORK NOTES 1 2 1 1. GENERATOR SHALL COMPLY WITH ALL OF THE REQUIREMENT OF NFPA 110. 2. GENERATOR: CLASS X (USER DEFINED) TYPE 60 LEVEL 2 3. EXISTING SITE IS UNMANNED. ALL GENERATOR CONDITIONS ARE MONITORED REMOTELY FROM FPL'S CENTRAL OFFICE. MONITORED CONDITIONS ARE AS FOLLOWS: -ENGINE RUN -ENGINE STOP -LOW FUEL l GENERAL NOTES I 1 I GENERATOR NOTES 3� ST LUCIE SERVICE CENTER 3301 ORANGE AVENUE F:PL FORT PIERCE, FL 34947 EQUIPMENT SHELTER REPLACEMENT LOCAL MAP PROPERTYSUMMARY PROJECT DESCRIPTION INDEX OF DRAWINGS 1•SiLLQ 1. INTENDED FOR THE HUMANMMUNICATIONS OCCUPANCY. FACILITY IS NOT NO. DESCRIPTION 1 Q N0 r r - � {%e�wSwr � r••c— y �$ Y"y0n 2408-311-0001-000-0 PROPERTY OWNER 2 THIS FACILITY DOES NOT REQUIRE POTABLE WATER AND WILL NOT PRODUCE ANY SEWAGE T7 TITLE SHEET 1 T2 GENERAL NOTES 0 > ° aa>^�'—J+, 1— " '�` CI- — FLORIDA POWER AND LIGHT COMPANY 3. CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING T3 GENERAL NOTES 0 `si J` + t .J� ros ins M•Af t'" I• u I ..-.; f I i • �, L { j z a z ? + z �. r i ' M•e. x s'; z 700 UNIVERSE BOULEVARD, PSX/JB JUNO BEACH, FL 33408 DIMENSIONS AND CONDITIONS ON THE JOB SITE AND SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE Cl EXISTING COMPOUND PLAN 0 C2 PROPOSED COMPOUND PLAN 0 � 'n W �I: WORK OR BE RESPONSIBLE FOR SAME C3 CABLE MOUNTING DETAILS 0 e _ 27.446180' N _ _ _ 4. THE SCOPE OF WORK CONSISTS OF PROPOSING A WIRELESS INSTALLATION: - C4 SHELTER PAD DETAIIS 1 E7 ELECTRICAL NOTES 0 ►. a SITE LOCATION z rf, evamm3-{�-t °®'y nQ msin I 'zaiFv -gym j' II {� �- L II LONGITUDE 80.35957Y W REMOVAL OF (1) EXISTING EQUIPMENT SHELTER REMOVAL OF (1) EXISTING LP GENERATOR E2 UTILITY PLAN 0 E3 E ELECTRICAL ONE -LINE DIAGRAM 0 j ZONING JURISDICTION a""""" '0`' h`3„— -I, - I}&•As- I,I� I I� &G ST LUCIE COUNTY INSTALLATION OF (1) PROPOSED EQUIPMENT SHELTER WITH INTEGRATED LP GENERATOR. E4 GROUNDING DIAGRAM AND NOTES 0 E5 GROUNDING DETARS AND NOTES 0 g ,'L 4yn wl! I,..IA.Evar,4 I tMq P7 GAS PLUMBING DETAILS AND NOTES 0 I VICINITY MAP DESIGN CRITERIA CODE COMPLIANCE e Fq� If,.� I { 7nqupyn -j-- ` 0 ON WINO SPEED: 169 MPH LTIMATE, 3-SECOND GUST) 9P OMINAL, 3-SECOND GU GUST) EXPOSURE: C ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL r I �_ - 1'4'�t te.i �,"- Pk•0 r - j I rX`-J' RISK CATEGORY: III OPEN STRUCTURE GOVERNING AUTHORITIES. NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE -i CODES. n' L a rwuer IRt W _ �° (�4a I p` 1. FLORIDA BUILDING CODE, 6th EDITION (2017). - r I 2. NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 70-14, NATIONAL ELECTRICAL CODE, 2014 EDITION. a `T -xt# «w I n + 'L L I , �•..: y °I Aq°t' rt� ITjI -r•* "i i III�f 1 h. 3. ASCE 7-10. 4. TIA-222-G WITH ADDENDUMS 1. 2. 3 AND 4 APPLICABLE STANDARDS. h,7 1 IL Iri :a I ` II II. LOCATION ���— �7TT"� 5. LIFE SAFETY CODE NFPA-101-2015. 6. FLORIDA FIRE PREVENTION CODE, 6th EDITION (2017). p-SITE a!�© _ _ _ . _ '7. AMERICAN INSTITUTE OF STEEL. CONSTRUCTION (AISC) 360-10 AND 341-10. 8. UNDERWRITERS LABORATORIES (U.L) 9 APPROVED ELECTRICAL PRODUCTS. . LOCAL ISDICTIONAL REQUIREMENTS. p I`ii' 11-. I �r l..� ar! .mv� +(� :? CITY/COUNTY ORDINANCES. 10. CITY/RNTY J ,� I Tti I T I• a e l e�`WxS1li 11 T pNa Y +It I+i 1� , r I�LsumwT7'' (. 'J1 rtmw ..a"'s._ '•rJ ^ L..G_ f' t^ I _ .-.iimvtdoege i . _': ul la. REV DATE DESCRIPTION A 12/4/17 PREAMINARY 0 1/24/18 FOR PER19T 1 5/18/18 RENSED APX PROJECT NO 17-0149.07 DPAWN BY. a WARRm cNmKm Tn: M. A66Er VIQNRY'MAP .. aw, Now TellTBBILTE'OARIABID PARR R 03211 RATT TO SCALER LIGHT POLE ITYPICALI ' - IdYITORINL WILL -ASPHALT PNLLINO.LOT- - GENERATOR M CONCRETE TO BOLLARD ITYPICALI 12'NI BL EWIPIENT SHELTER ' FINISHED FLOOR ELEVATION•T.9T,'IN.A.V.0.198011A.Y.S.L.,1 r . CONCRETE Pal - .9 STONu )MET- O -ASPHALT PARKIM LOT- .. J �c. p 0 i 4 v + O • W.0 SSA PROPERTY HOLDINGS INC ' 4� li 28 2W PARCEL <9/2'20 1 I0 NW O TERRACE Ry TRACT 9 - N 80'.8'IB• E HT OF RR PER PLAT) 120' RIGHTOF _ 1ASPMLLTI 996.65'IPI \ 27' RADIUS4M1 Gpp pp i♦ ip 1 Mlti 'A' q p FLOR IDA POWER 8 LIGHT CO O f•p / - PARCEL 4940 20 15 0010 - p ja$. CONTAINING 12.2 ACRES •% O.p(^ 6 .LESS E6r 6' i 0 d y! AWE! • Q ).� O .LM1 C� �. ° H. p y! a O pp wi O ! p .y / O o PARENT TRACT DETAIL NLY .zFFH � NO r0 SCALE 15W RIGHT OF WAY) IMPXLLT) 0 n 3WA 8 CHAIN LIM FENCE RITN BARRED RIFE u _LP TANK CAERA POLE W CONCRETE PAD LEGAL [IOMMON [AS PREPARED BY SURVEYOR) 0 N TO YO sulE: r . Ir w'.9G•) 5'uLE: r - W DraFPI MCIAL DO MPTION (AS PROVIDED OY CLIENT) PARENT TRACT - ITAKEN FROM BROTIND COUNTY. PROPERTY APPRAISER, no SITE) FLM16A POWER B LIGHT W OROROD'SERVICE CENTER 72-IA 0 TRACT e.LESS • 6 FOR MIN, SETBACK REG, PRONIT E SiDES CNN SIDES REAR // SRE BwtxNNIR ssr PK x.Lu AHD o19R L.-B.. xnsees SURVEYOR'S NOTES 4u ELEEi10N6.]9'I N.A.V.0.198811A.R.S:L:1 I. M19 I6 ABOUNOYIY SURVEY OF THE 'FPL LEASE PARCEL. ME PARENT TRACT INFORMATION SHOWN HEREON IS FOR INTONATIONAL PURPOSES IX Y. a 2. THE FPL LEASE PARCEL OEPICTED HEREON LIES ENTIRELY WITHIN ME DESCRIBED jJ/J/J 1V PIPEXi TRACT. ]. MIS SURVET RAS PREPARED RIIAMT THE BENEFIT OF A TITLE SEARCH. THE SURVEYOR HAS REVIEWED THE RECORDED INFMWTIW PROVIDED AM ALL ROTTABLE 1YTIERS OF RECORD TITLE IDENTIFIEDAN ME INFMWTION PROVIDED THAT ARE Q j PERTINENT TO ME In LEASE PARCEL. ANyI ITS INGRESS/EGRESS AND UTILITY EASEIENT. IF APPLICABLE. RAW BEEN SHOWN OR NOTED HEREON. THE SURVIVOR HAS RELIED SMUT UPON ME INFORMATION PROVIDED WITH RESPECT TO EASEENTS. RIGHTS OF RAY. SETBACK LINES, AGREEENrS. RESERVATIONS. YID GINO SIMILAR WATERS. NO FURTHER RESEARCH OF THE PUBLIC RECORDS WAS PERFOREO BY ME SURVEYOR. . A. BEARINGS SHOWN HEREON ARE ASSURED AND BASED ON THE NORTH LIE OF MCI •e•..FLgDDA POWER B LIGHT COWART BROWARD SERVICE' CENTER: ACCORDING r0 THE MAT THEREOF ASRECORDED IN 'RAT BOOK r2. PAGE I6: ME, PUBLIC RECORDS W CF BROWM9 CNTT. FLORIDA. AS BEING NORTH 88'.0 .8 EAST. S. UNDERGROUND UTILITIES AND IWROEAENTS NAVE NOT BEEWLOCATEO. I. PARENT TRACT INTERIM WIROEENTS HAW NOT BEEN LOCATED. " T. AFTER REVIEW OF ROW INSUR.MCE RATE YAP. COY4NITY PAEL NO. 92011CO366N. DATED MGUSr IB 20H TE FR LEASE PARCEL DEPICTED NEREW LIES IN ZONE -K". - 0. IDI DENOTES DESWIPTIWNIFI DENOTES FIELD WASURED,IPI DENOTES RAT, ICI " DENOTES' CALCULATED 9. GEWEr IC AND VERTICAL INFORWTION SHOWN HEREON IS BASED ON G.P.S: p OBSERVATIONS PERFOR ED 'HOLDING WS STATION DI IWATNN Y. 512 N A.O:BS ' (1990). ELEVATION 77.10 FEET IN. A. V.D.19881 SITE BFHCHWRK IS A SET PK NGILYD DISK L.B. NO.6885. ELEVArIW6.59 FEET IN.A.V.0.19801. AS SHOWN EREW. ALL ELEVATIONS SHOW EREW ARE ABOVE WEAN SEA LEVEL IA.M.S.L.1. h; ry 10. ALL GEWETIC AM VERTICAL OATe. EPICTEO MEREW IS WI M:N ME le ACWRALT TMERAMES AS SET FORTH BY LHE F 1 " SURVEYORS F1 ON I HEREBYTWV NOWBOU SURVEY P1�'�" aN, OCBOBER 2`.2017. ACCORDAFYP TIAGNER L BTANOARDB AS REOUWE° IF 6N12. ROW MAGANA NE CODE SEEM P.Bxmw. I CBRIFRD M ATm MR WE EXCLUSIVE BENETR OR CERMICATE OF OIRAnON T ' Fla. NOT VALID WITHOUT THE TIRE TY fll N _ xB.ABBYTF$SUBSDNIOFS AID LDIOERS ROUSED SPILL Of A' FLORIDA, B 'EVOR`A(d1 WT_FER: A D A N C E D -P. D. BOX F6®0- LAND SURVEYING °W'"°°" '�'"' BOUNDARSURVEY Y PREPARED FOR FPL 0 N R tl M a 5;. 2An o6wNPnox f1ilP N ' AIY1 " R °D &MAPPING. - w1o�rA+KW $mWW1 O.rb. ML BROWARD SEnV10E CENTEIL A PORTION OF SECTION 28, TOWNSHIP 49 SOCTTN, RANGE. ACE E%ET BROWARD COUNTY. FLORIDA . 2.686 -ci 1.584 �-- _ ALUMINUM MULLION I~ LOCATION DRAIN II HOLE STEEL MULLION LOCATION i e I DDauDRR ALUMINUM MULLION ENO CAP ,0 FOR SLEEVE MOUNT 47 5052-H32, EVE0.25 ALUMINUM IJFRNG LUG OEL_YLLlIfY.rLC1GY 10 LCN IONLL� rLrO ,__"I ' FOR SLEj�SLE� MOf� E UNI 0113 STEEL DIM. DESCRIPTION A Z0.375/0.50 FOR 1/40 FASTENER IN ALUMINUM/STEEL A ?0.5fi3/0.75 FOR3/80 FASTENER IN ALUMINUM/STEEL 8 ZFASTENER SPACING DISTANCE C 2FASTENER CLEARANCE HOLE DIAMETER 0 2FASTENER SUBSTRATE EDGE DISTANCE GROUP CENTER — CENTER OF FASTENER HOLE PATTERN LENGTH QUANTITY VARIES WITH APPROVPn9v - i gip"'° ;H ��� aCVTsi.m IVIt1INC. LENGTH CENTERED r DRAIN HOLE FOR PAINT PROCESS A A (, O O I^^1 ° Bf. I I !1 7�+�C STEEL I MUWON QUANTTY VARIES WITH LOCATION I FASTENER TYPE I I QUANTITY VARIES WITH FASTENER TYPE I I FIELD DRILLED I I I I + + AI A B STEM- MULLION QJO Mt CAP O FOR CONTIN D!C AN M INi 4$ ,LF 0.313 STEEL — O . O O NUL,m7R 119 D SUBSTRATE EDGE LIFTING LUG /4 TELLHIX➢T UIEDI ka-6.0—�1 d ,/ /iBRtM RQ IIVGIII I I LENGTH z � SUBSTRATE EDGE WELD BREAK AT GUSSET(S) 4 FASTENER TYPE I 0 EXTRUDED ANGLE OR A 0 c WELDED PLATES O o B. B � C MULLION � + O LOCATION o —SUBSTRATE EDGE FIELD DRILLED I + + + A B QUANTITY VARIES WITH bl A FASTENER TYPE ALUMINUM MULLION END CA 49 FOR CONTINUOUS ANGLE MOUNT 5052—H32, 0.25 ALUMINUM 8/2 A 0 m 1 4 4 FILLER ------------ GUSSET SUPPORT yy (IF REQUIRED) TWO WELD STYLE 4'x4' TRIANGLE VARIES �i I¢ OPTIONS 1 ONE AT CENTER t2-, OR ONE NEAR EACH END5 ua O C 4 Dw tl FILLER g 1 4 4 FILLER 1 4 4 QUANTITY VARIES WITH B$ FASTENER TYPE O SIDE NEWS FILLER MAT'L SHOWN AT ALUM-4043 OR 5356 1/2 SCALE STEEL-E7OXX MUWON MDUNTMC BRACKET SO FOR CnNRNU0U5 ANGIF MOUNT VARIES, SEE B.O.M. & TABIA BELOW nni c a n< a RULLIW KWNTING BRACKET TABLE, I V 2 LWVEkISUn1MTEI HEIGHT EG THIC. LWVFA GUSSET MIN CUT LE TM T4ow.., 041 E1/2 xV2 RA I6S 6061-T6114 x]/16 xLl6 NA 24 A361 xW16 xl/1 xS/!6 20 6061-T6x 16 20 STEEL. WENT HSLItATE LEG M. L➢U P LEG M. GUSSET N GUT L NAT'L TYPE PROCESS TYPE 596 we x1/2 NA NA fib 6➢TEU. ERO U➢ED S96 x7/B x3/8 NA IC31 STE0. NULLED 2]/I6 2]/4 NA 9 STEEL R0.LED S96 596 ffi/!6 21/4 Z5116nAS 9 6STEM WELDED 596 x5/I6 x3/16 x➢/l6 9 STEM. I WELDED VEP 0 3 N 0 0 Q N R W z Of W : I CO O O > O Z z 3 UD O 0 2 W W W> W 3 In ID5S.h.ICmsk,rOD 1 m burg, WI S4217 PCIOna: 920845.IN2 Far 92D.845.10Q vAvwake#ic.com .FPm No: F01000045061 "PPOYEa BY Fn�9 fn a � n m c �?---- 4.000 j� 0.061' 14 DAMPER HAD/SIL� 6063-T5 ALUMINUM 0 0.125 ,ZO DAMPMOE @ORR MAAL TERIERAL VARIES Fes---F 1.000 FF, 0.125 F-- 2.500 1 S DAMPER JAMB 6063-T5 ALUMINUM 0.655 0.062 0 a 16 DAMPER BLADE 6063-T5 ALUMINUM 0.618 0.376 21 DA PER A%LE BUSHING (.445' LG.1 MATERIAL VARIES 4p 0 0 6063-T5 ALUMINUM o I N I - 5.250 —T Imo-- 0.125 L 1.250 LOUVER JAMB 43 ATTACHMENT MOLE 6063-T5 ALUMINUM 41 c �E 6061-T6 ALUMINUM m I I F'---- 4.000 1 3,397 --�I 0.083 1 �ooy m G N 0.750 --d 1 0.081 44 DAMPER SILL OAM ALUMINUM 45 6063-T5 ALUMINUM O v Cl 1.061 _ N c o 0.ost N p 0.317 Imo-- 2.310 Q O C) I o z N No o I 1 7 DAMER BLADE c Ac A 1 S DAMP 007�A�7CEL�QYLSFFaLSS SF ,� 9 DAMP �(MTOP/80� M ;i MATERIAW CV _ L VARIES z i W KNURL PIN m o�c 00 O W-- 3.620 3.620 0 M I jN x p LLI i— moo" �>>- PIN PIN z O O L BUSHING J � O 1 . RETAINING RING LEVER o '9$ 0_ IZ- 3 L - O Z NON -DRAT DAMP R AX cev OR SIDE DAMPER AXLE ASSY V a.9 j 22 MATER AL VARIES 23 MATERIAL VARIES = \ Q 1 S 0 w Ld 42 muLuoN SLEEVE BRACKET W -j 5052-H32 ALUMINUM Y Y�nWrRODL%CrmY F. HA a Pt W. 9212 Far. 921.W.10 6JN tp 6-0 /.03 vmw.lkeilacom Pwlda PlmN . F-010000050 C lflcateof Auffi atlom. W Bad LDavld Wee Ra 9tmtlae Nm 50993 1� ,gyp \\\\\\\\01111111111111 ' mtum=xwl ��Iw vyAGEN F �'; .IC,6PI4 N 41y .IP�ior * No. 23 IMF _ D (ATE Pf_ SEP 0 3 2010 DA1'r PIy\'�i�1BERMF��� 8 H 5.723 1 LOWER HEAD 6063-T5 ALUMINUM 0 0 0 �1 1.741 OO me OMEER ELANGF 6083-T5 ALUMIALUMINUM 5.723 O .Z LOWER BLADE 6053-T5 ALUMINUM T6.000 --{ c�m C) O N p N O3 LOUVER SILL 6063-T5 ALUMINUM LFes- 0.250 p O q I I 6063-T5 ALUMINUM I -�{ 1.500 F� �.-- 6.000 — O6063-TS ALUMINUM 1 1 STEEL TUBE A36 Itimn�:ry�nw �vsimvm er �1 <1liL I� 0.125 p L -�Pyg9WN.1.50012 6063-T5 ALUMINUM trY.p 6T a.n,. ow 6.125 8 LOWER JAI 606J-TS ALUh 0125 T 1 S L +I 1.500 I� O6063-TS ALUMINUM 1.063 0 6 1.250 0.125 4B OPTIONAL JAM 6063-T5 ALUMINUM Lf-- 0.125 o L 1.500 I - v 0 G 10 6063-T5 ALUMINUM -+{ 1.635 er 13 LOUVER PLANK-0 6063-T5 ALUMINUM a G PRauV17 �Y6D wtOD{It11189LSD �mObti.l�lFTeW !i N9btedd PROWCf RfiY13FD 11bW41Otle edF.yare eaft .,,;,ot1+�s.TmbFmw .10 A�wl?.Q$ n' y w o e 7 I u/at ao w — alp 0 3 20ro F- Z O "t I Ld 7 V) U L O p L O < Z 3 C (00 O 0 = W Q L _ \ L a -1 V) 105schoola.ICT'di Lm.b.g, M 5 19 91cne: 9 ,B".IN2 w AcaNc.e OF i ,P I IT TN PLAi\1 .' ' MF': FW YNu.iR.¢y 9m(vq � APeNOVFO BY inPMe Ut M. 4X` P - - ITIEW DESCRIPTION MATERIAL NDIES� ITEM WNC0.ETE LNU STEEL VWD wR iASTENER TYPE ALL FASTENERS ARE STEEL OR SEAIwtSS L 9 3 LOWER HEAD LOHVER BLADE LIMNER SILL 6063-TS ALUMINUM A063-i3 AWIRNUM 6063-73 ALUMINUM BMW MAX. SINGING 52 SPA 528 JAMB PERIMETER % % ANGLE FASTENER. HEIGHT Ot51 4KS] 11144 'POVEPY YE➢GE 8Ri' 'POWERS VWGE H0.T' ➢IAMKim SIR 3/8 0 N➢. VARIES VNtIES CEME0.2 8A0 ' 6Ao EDGE 12I9 L215 EKSED.• 3530 3530 O N <- LWVER JAMB LOUVER/OAYPER iLMN)E 6OM-is AuDWOUR 6062-T5 ALUMINUM 32C 920 % X 2KS1 4MSi $WT$ TAPCOI / TAPC01 SOOTS TMC@I / TMCDN V4 1/4 WARES VARIES A>9 BID LS00 L500 ON L]50 10 N N Q 6 F091GE SLEEVE 5052-162 AlID11NUX VB' FORMED SLEEVE-➢EPTH VARIES SEE % LWE SPATS TAPEJM / TMCW1 1/4 VARIES 100 MW L)30 >A l 1/2 % L 1/E N 1/1 ANERd 6W3-T9 ALUMMIIK BLADE SUPPORT ANGLE 3 X KSI F U&IM da TAPING .... 1/4 VARIES 6.00 8500 0f29 Q ]B B 9 1 V2 X 1 1/2 % V4 N1 1 1/2 X 6 % VB ANTE I V2 K 1 112 X rPo AN 6053- S ALUMWIIN 6063-TS ALUI9NUM 600-75 ALUMNJM USED AT NEA➢/SIWJAM&9 DF SLEEVE JAMB AMBLE USED AT IEAU/SILIJ AMDS OF LOUVER SSG 3] 53A DUET % EMU RATE FASTENER, % SG OAP HEI MS[ IAG Y C•144 'PDVERS VERGE BEAT' 310 DINIETER 3/0 VAR=: 0 ROD. 6/EN➢ 6M CENTERS L50 L5W EDGE I.73 2373 MBEB' 3SO O (� ti 10 1 IR MI 1 1/2 X in ANGLE 6063-T5 RL1➢91G11 D AT HEAD/SILL OF SLEEVE FLANGE 333 % ME 'p'o VEWE eRT• 3/6 WEND � 133 II 12 13 3 % 6 X 9N6 STEEL TUBE 11/2 % l 1/2 % Ire ANGLE IWVER BLANK OFF A3fi 6063-T5 MUMINM U61-TS ALUKIwM USED AT SIl1 AS BACK W SILL PAN IF REQUIRES, SPAYS SILL 0•ENING ME ME 58 X X % ME IK31 6SX51 i SOOTS IAPDDII / TA'. SWTS TAPCON / T PCOV WLTAUT OR TAPPING SCREV V4 V{ V4 9/OID B/ENO VENO ZED 2.W MAD 150 ISO o53 L625 1623 0.125 f- a L> Ld 14 GAMER READ/SILL 6063-TS ALUwNW SSG % W M2 LAG 3/B )/EN➢ 150 1.)3 2a1, Gf01P 13 BRIEFER JAMS 6063-T9 ALUMIM01 54 MULLIGH ARGUE IGWT FASTFNFR. IGMT (1144 DIAMETER 0 ROD. CENTERS EDGE CENTER 16 BANNER RAGE 6063-T5 ALUMINW 175 MAX. SPACING S4A % USE 'POWERS VE➢F£ B=T' 3/B ]PIANG 5.3]5 23i0 3500 3.T6fi V MMPER RApE SEAL. SN.ITANVRUBER TYPE UTERINE. WARIES 94B % 4KS1 ROPERS YED6E WLT' 3/B 9/ANG 33TJ 2250 34W 1766 F- IB DAMPER JAMB SEAL SS 34C X =1 SLOTS TAPCON / TAPCOM 1/4 WANG. EA00 - 1500 1.733 WERE q 0 Z J 19 DAMPER TOP/BORON CLDSURE ALIMDIIW 54D % 4NSI SWIs TAPLIDR / TARLiM 1/4 E/AN1 EMU =0 1.)50 G375 Wp Q EOA MWER LINKAGE BAR GALV. STEEL 54E % ASKSI SLOTS TAPCON / TMCO, 1/4 M/ANG 2BW LOGO 1.7 0 3373 1� I O FK LLI 208 ➢AMPER LiNIGGE BAR SS 54F % E F BOLT/MIT OR TAPPING SEREV 1/4 16/ANG. LOM OSW am SAW 2W TA3PER ARE BUSHING DELRN 34G % 6 I F BOLT/NUT W NAPPING SCREW 1/4 WUK: MOM 0390 0.188 SAW iin U < w F Q BIB - BANNER AXLE BUSHING HRORE 34H % 6 1 y WLTAUT DR TAPPING XREV 1/4 I.VM. TAM 0500 0388 WAS BIG DNWER ARLE BUSHING SS. 311 % F BRT/NUT W TAPPING SCREW 5/16 12/ANG LOW 0f23 0123 1W0 Ny PG IGN-BUIVAC DAMPER ME ASST. IC STE6. Pp V/GEU➢➢, ERRING 3U X Y B3LT/NUT ER TAPPMO SG¢EV !/I6 Ifi/LAG. TAM 0.629 W29 3]66 0 > � (PD HOIHXUVE EMMER ME ASST. GO STEEL PIN V/B®DE BIINDG SIK % W 9.42 LAG 3/B WAN& IMO 1=0 2A]5 0.766 .+H � � � 22C NG MIVE GAMPER ME ASST. N STEEL PIN V/ SS RUINING •34L X EG M42 LAG 3/9 WAN% LSOO LSM Ewa SANG Q 22D NON -DRIVE DAMPER AXLE ASST. Si PIN V/ L [N BUSHING - 53 MULLION ENO ALMS FAST R. NEVER1.96 DIAMETER 0 RDD CENTERS EDGE EMBED• 10 z E2E H0N-DRIVE ➢M@ER AXLE ASST. SS PM V/ RRWRE BUSHING 55A X 2KSI 'POVENS VEWE BOLT' 3/B V(AP IM L6 35M 0 10N P2F NOtl-➢RIVE BUYER A%I.E ASST. SS PIN V/ SS RUINING 3TB % 4KSI 'POWERS VERGE MOLT• Y6 YCAP 1.30 L6 SSW ? nh a� `l Q Z J (O O O m MIA DRNE SNE DUMPER ARM ASST. DC/GFLV. STEEL 55C % 2YSD 'POWERS VEO6E WLT• 3/9 3/CAP 2.W L73 33M CSB HAVE SIDE BANNER AXLE ASM'. SS W TJD % 4KSI 'PHVERS VEWE IGLT' 3/9 9/CAP 2JA L79 3.500 24A V4 DIA E-EMP ZP SSE % ME SWTS TAPCON / TAPGOI V4 6MAP 8.W LSO L>W = ¢ ) V) E43 1/4 ➢1A E-MIP SS 33F % 4KSl SWTS TAPWN / TAPWN IA 6/CM BUD LW L750 1 ES OB X J! TINE TYPE AB SMS SS 95G M 1 i BRT/w,T 0R TAPING SWEY 1/4 B/CM 140 B30 0.I23 w �i F 26 "A 414 X .>3 TEK 1/4-20 X INS NG CS >P ID SJN 56 MULLI@I ANGLE M01NT X GAS M 442 . IX-96 LAG 3/8 ➢rAMETER 5/LAP 0 ROB 730 FW-0-2 L>5 EWE 2.3)5 •LiN1ER GROUP � W � J Z 278 1/4-W % lS IM CS SS MA X. 04I 'FOYERS VEWE BO.T• 3/0 4/ANG 3373 225 SING 3366 W J .N. 36B % 4NSL 'POWERS VE➢CE BO.T• 3/B 3/AN4 31]5 2P9 3500 1>66 e" 1/4-ED SF NUT IP ISO % I I ME[ W Stairs TARN / TAPCON 1/4 IVAM BC00 ISO L]W 3.3]5 BOB I14-0 Sr NUT SS END% 4K51 SWTS TANGOS / TAPLDN 1/4 9/AN" 2.W0 LSO IJ30 3.3]! 29 REIMORCMG STRAP DUMB SS 12,3030V RICE 56E % LSKSI SWTS TAPEOi / TAPC[M 1/4 EV . 2.O, 1.50 L]50 33)3 30 1/4-20 X 562 BULL SWIVEL w 31A ➢.4MPER BUR DRIVE LEPER SS 3Ei % %SI BRIAM 00. TMP[NG S6SY 1/4 )/ANG r➢W no W2! 1>66 am 32 DOPER MADE RIVE LEVER MINER MATURE. MAD ASST. INN 5/M N LWKME ROD WLV. STEEL 2P ] S6G 56H 9fif IT63KS1 N % F W 042 SO 0A2 B0.T/IAIT OR TIPPING SCREW LAG LAG 1/4 3/9 3/B 6/NG VANG. 4/ANG. ]ANG I.S00 IS00 OS0 L50 190 0.125 BB)S 2A)9 9D00 3.766 3.0W ENGINEERING IU5SchoMNIQe9kTr00 34 110 Y 3/4• EPEESMSSNS IB-B US IB-e SS y qQy M M0 % 1 1/4' SMS 316 MS 316 SS rt 51 NNE. bE 91E R6PWISIBt11Y 1ME PERYrt N91LER TO VERIFY TIME SOiYCNRN. W64alt OF MOvsIIND SMK DCNTO SUPPORT WPIIWB: 35 1/4' VIA SS $EKING 1 1/2' LEG UVBS 0D995ED M THE lOAWS. 1/4' RA SS SCREW l• LONG 1 ➢6 OM�OfO M'O E01-0O10/K11-10IltK BEER G66NW NIO hSIFD M /CCO.@1WCE FA11NE {LBER OWMRO [o0F (IeC) ANG 1LRE PRO1pWL5 TAS-3W (BPILN. TA9-BYE (IB6FOw1 STOIC PR4SIMEJ. AMD TAS-SW (CYE11C FAIIGK} 1NE fl01-091D/KO-M w3 BFIII IF51FD ]/B' DD0. RIND RIVET AWMDAM M /A:IX6AYCE MN TA9-IW(AJ-95 (GAD DRNfN NML NOT BY GREENMECK ]. 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DOVitl race Re hOlbn N0: 5091i Lo"°�PVID FA �CE j V N 23 _ -* t _ I '� AlE OF '"In„n1141oY.Y 2.1 /2 0 17'r NOTES: 1. OTHER SHAPES MAY APPLY PROVIDING THEY ARE SIMILAR TO THOSE SHOWN AND HAVE CORNER CONSTRUCTION AS DESCRIBED ON ALL SHEETS. 2. ALL SHAPED LOUVER PANELS ARE RESTRICTED TO THE SAME PANEL WIDTH AND PRESSURE AS THE RECTANGULAR LOUVER PANELS AND MAY BE STACKED VERTICALLY AND HORIZONTALLY THE SAME AS THE RECTANGULAR PANELS. 3. WHEN SECTIONS EXCEED 36" IN LENGTH BLADE SUPPORT ANGLE AND BRACKETS ARE REQUIRED. IVIMINC. e. WIM W'sm- MISS I r� . . . . . . . . . . . min AVAILABLE SHAPE WIM1000011 1055chwlcm.k7mv WseMWr W 54217 PimOe: M.M.1042 F= 220245.10k0 �,�rL �12i;2(;7 i ti1�1FiER 1PLA.i ��F'T7 pa �INC. 'F�� �-'� wwox FAo cw xm crown wR cvanr MULLIONE)10CAPNmBXO+MFORCWA1Y1C as 6-1 fm n \ w=KG U H 3 tal Z z J O g xiZq j .Z J vco-4c 9 00 J O (n vco-4 0:3 J Z BPACINO p 7 6'o.a e'oa _ Q O z ALOEmm OPoENfA1WN SPACIx SPACW a w IZE m (C n". 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AND 12' O.C. THEREAFTER * _ OR ALONG LENGTH OF ANGLE ITEM #44 =P ATEOF � SEP 0 3 2010 NAI. DATE. 2.1 /2 01� t PL1� \��iBER I�f TY � L 3,sa g R e ?? A Z 8 ii$p e I7 B ?� a e�' �F N R P O 9 # n L F R Ram or N 0 n 0 i P O A ■■ yN 0 Itllll/11//// $ Q DRAVN BT PT �g� MES 8 25 2010 `-• L���� o n $ ° s - /� P.O.BOX 410 SCHOFIELD, SLRL 1 & 0 3 1 I+. '�" by ` ❑ WISCONSIN 54476-0410 7 :2.5 m gf B$1Z� TITLE ET Na. _f4o N m,a_ 9g o9 EHH-601D LOUVER W/VCD-40 °�a FLANGE FRAME W/SLEEVE MOUNT, 13 OF 21 E y s'-a A CAD DRAWING NIL & CONTINUOUS ANGLE MOUNT n HEAD & SILL DETAILS EHH-601 D mm po�` }—moo — �,� A. <i .J! h f I° 'Is' 13M wee nevm e6� ov WM ortIONS, Nm SML C9NYfM P11CnB E. AP, -SP`SueStRAie;enae' Za 0.. 0 O. SPAM 4 �. wrsumx.eoc+e �mn ti M4 4dCN,M lbW,u. L - AF9pOVE0 B1 ,wFspa - '' � IYII'iING, µp ape 0i 1 � .--.--._._.�-.�tw.whaamn.m� ..... �•aWa�eua'�+W cor :CdwiNbpo, bL,51 MQUNT Mui oti orfL, Ksyaa� EHN--�(�`1De M. . 16� i_uo-wnmumna- �-arnu 6i} .L �Mll O K( HIM 6" G.C. SPACING T6" G.C. SPACING N a"mo oa.-.a CA Q v..mv AC ro 03 1PP11aVEp 8Y O co lY �jj`�� m. wwa.- SPACING Nz 'mw _ _ W 4 a o UP TO 0.25 6 ` BE USED ON LONG la JOINT OFOVEPALL MOTHS.Y —ACM1ILL I1BME4 SE4lI0N MDM AC U-0 SM2TON MGM— ABNIL GhR.11 LGUm MBM moom(FBWPD CUA r N�LymBwLSOBPbM. ts. NHOW s to W. ld-070).Qi 8Y 6" Q O Ni U Qo Qo a= O OME V Ld V ��� > � � fJ.l f J_ UJ W'' Z �1a3 1D Z W =gN� w L q tl Fmc BZTeAs.w wwwAceMc.eom Rwtl F.No: F01000D CoWmteofAWh.,�tk LDovld We / EXPANSION JOINT OF UP TO MS MAY (���/ 0:l BE USED ON LONG OVEFALL VQDTNS. Ra ifmfbeNo: SOM "'wW11D111", —ILN/1 LOUYrA sEG110N wm ACNN. IeWFR sEC110N WBM— ACNIA MOMMINEWID N4FIl1 MAIdFF 1VIDIN 1E FtMB .,, `; Y G� i BTe� B>p tB.00s NG *� -� 1BB 1L(Ia[IfL9J IDUYE9 fIOBM SB! W. ,�, A, ATE DP T N DIrYLm Ff..pp�0� NobwfadN s SEP 0 3 2010 21,120I�,�rF 17 � _Mwc' �Ep TZFLa�v�� SUBSTRATE LIMITED TO WOOD, STEEL, CONCRETE AND MASONRY (CMU) (BY OTHERS). ALTERNATE ORIENTATION (CAUTION. BOLT CLEARANCE) Dam W. m I BY INC. 21r m WN6" D.C. SPACING sr wl�mx'— OPOIWB �D� 1@v W� H� I I" M 7 11BLADE,HEMSILL PRODMRMSW By 2 SEP 0 3 2010 F= Tl.i BUILDING STRUCTURE/DEPTH MAY VARY, BUILDING STRUCTURES INCLUDE BUT NOT P LIMITED TO WOOD FRAME, STEEL STUDS, ➢ia STRUCTURAL STEEL AND CONCRETE/MASONRY (BY OTHERS). 3 o rn ro m4 A no N Wei 20 o' s- L4 m J all 0 y r s a o-� a� ORAVN BY LgNll0ll///// r � ` a MES 8 25 2010 P.0.80% 410 SCHDFIELD, SCPLE WISCONSIN 54476-0410 1.2 C �yi D, 5 3 } �+] TITLE SHEET N . =z'o ao 's'o "g�sn EHH-601D LOUVER g OF 21 FLANGE FRAME DRAW NO. SLEEVE MOUNT . `"ter JAMB DETAILS EHH-601 D „mmnn C� ak .e YYY,� Y YPa on, MC. m m WA Wrt[WR SUBSTP.9E NAiIF0 1C1 9100Y, u�.lsmuRr (cuN (ear o,xms) utq w (MU) (BY MERS1 w oac+s iA moo Fas �m pEY0.'EO (US IEe MY). SEP 0 3 N N 0 co u— a O O = (0 W M z z e , w > a i a Ill N u Z d (C) } P o Wo 0) 4� O = 2 in W = J J J mxz O Z F¢F 00 Q Q W Q O� 2 u ppuug� N LJa3 0 Q J J O (n w oldpQg`-'6_ RN 2 RICE ENGINEERING 105 school GTeekTml Iiuemmuo. vn 5491? 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BUILDING STRUCTURES INCLUDE BUT NOT VIL UNTIED TO WOOD FRAME, STEEL STUM. y\ W R iOGM S ve M. STRUCTURAL STEEL AND CONCRETE/MASONRY Mt (BY OTHERS). �L:�� NiR�Z�E� MF"T- 2'i RevTsen IaAD OETAI o u yMhdol�W BUILDING STRUCTURE/DEPTH q5B cq'a Nd= pydgc �tl e'x�45.'eufd�1aa.nw 5 oVtBnU4 DFs -TG.,ss , IIIIIIIIIIIIIIIIIIIIII I1IiIIIII1I IIIIII1IIII1II — —AuITT7EFTRaNwUEE RRF/aA S� TwwR,n8UDC0 TttUQnoRarAET/TrowOxREP 88H NAY VAIIIIIIIIIIII — -� °d�LdrnfAmNFEw19�M�, S 815oOBUILDG STRUC7R5 MCNA AWa IFG1t s 1N W. LUDE Bur 0 TO FR/MEsDS, MucRASTEEL ND CNCRl/M40N R (BY 07HERs). N�nJ xJN 7 6° O.C, 6CNNE N L LtWa L dLLO J 0 N sPgclNc WELD PERIMETE ®CAP wci Ln a 4 ary_W cm 6O. PROM TR IED SPACING 9 T29 2 0> 8 O a4 Q 1/HEAD,BADESILL woW a3 ZW>I�Jdao� W 2 16'0.uc, SPACING Able- 9 .ro RICE 0 Oji I II I a iDEaNNoGolaEVaEERINc I I I WsamWr8.5n 5Q17 Phone: 923845.1042 I 9 Po.v: 920.045.10M 3 I a t i � wnwMaNccom S C. I I I Wda Fhm No: M1000OD5061 5 i I I i CDU�d � Auf,cftatlan: M90 W N9GkNatl06 No: SMI A 1D " `10�05`�'"tAgh'� i a 9 6" O.C. WELD PERIMETER v: e[ CCti'g 12 70 7 SPACING a/CONNECTI N 9 ® CAP pp s SILL kru� BUILDING STRUCTURE/DEPTH MY VARY. 9 T Ise d d 9A IAWRt tmcxT s to M. umnED TO WOOD FFRANE�SfEED INCLUDE , 51LL oflaL �T a �'A p7ATCOF° Jw: Mt STRUCTURAL STEEL AND DONCREIE/NASONM sB LmM1LR ntT4M s.tu M 4 Sn.,,COR10q„'. /G\� (BY OTHERS °"t 6 SEP D 3 20A NNAIt�; FWmn MM B gNcvpaahsw +RY°uhtY+4Cv'�v. JiW,h .One GPPflaVE9 BY FeN Y ••••••� �jj�' ft ON* DAITE /21/ "_0 17 c Pi:A\ Nl`�1BER M F T21= � m.s�a�.en .mm.m d.e.nr.iM4 eaY Cixv+ �lne FfaVrt4y. 4. RYn]O s �� a MMMMM n' s n^il • s. U • ^' ^I- Zzi • mmmmmmz=^45 1� na W ^� w f • %\' • i • MCCM ^'A n nr P2 ENGfNEEIUNG ^:e I NOR IN ^J n ^1 P �a �c 1//J1Y/IY � 0 1 v T tT L ET, w e. ■ � uuiria � Ste, �, m•. ., � nnrrrir 11�II�Ii�li�!!-III! IN sir W N'T c� - 'It nr MCE ENGINEEAUNCr nr n: ^i n( .I F. 92D.94SAM /^^�. fir ^.t PAOOUCf Awft ftF �'mRlibP #b01F1.IW Ar r w.a.�e„nea I d FRODMRGVMD 14 ��^� i 2 �{OR_ I��Mpi Ml2 IS RO cFCTIO9/2r2 2 9 2 I. I I I ff F s _A; z z � . LJ I ir«vM1 tlrs1mn Cma iw 4A �••••�••••• .....cn v�uwtl W.fN4W+M Ax+<Y M R.glfGbb IYbl:o m�.EMRMgauY tlPm� Onc a IMSc -OIC oekM W MbL g, M 54217 Phone: P2084 IN2 F= MA45.TW w Xco k.c EM 3i De 1� /2; 0 1 7 ATIL, 3A , PL MF -N IB Tr N N 1 I ER i. mmucrRF1em . wMRu pgki9hD r^A*Y WS ftnMfi FRoomo ism &YWq O C�g6FwMbgYtl{ •.�w..rn a Ple l'L- QB HOR17ONTyI Am9mao W, . 1.09 RftOYi 7 9 f0 GROSS SFCn. QN o N IJ 1 7 w t cglw r a z e/z 0/z Rr a/2 N `w r N LL_ 0 0 I I I I I I I Ilu I bppi R I J 0 z i c 1 3 621 mW No T c= j��fw g N w N A W U q O �yP �F�j�RpJry O �Nn >'Z ;Ncy LL li O O p� 03 �Ja3 C7 >W> W O Z 0 �gjw WW J f RICE ENGINEERING 1055 ool Creekfta littombl . WI 54219 Ph.n. 9MM9 1042 Fmr. 9M.B45.IM w .Ice4nmcom Floddo F➢m Flo: F01000005061 CMIRKWeof AulhoAw3m 09MO LDa dRico Regisbotlon No; 509M 2 4 5 21 6/21 YEFI7cAl �\V "'�Gr- 4F �' C `• OJW GROSS gfCfION`.� ••_' `* Iff as2J = i — TOO• n' P OF STATE Ff�: °o)A11NA1.1 SEP a s 11io ML_ IT N�i BER TA?4 x•.. m�•ecer.m q. x•.. m�•ecer.m q. wTm 1m m�..YO�LL ice�u CASs P.ie Mtl M y on"au dYPNOVED eT �q�tl OHT n7 ��j� iVIMINC. °^� ; P ar t � T � ,�I � CECO DOOR WEATHERSTRIP INFORMATION PRODUCTS ILLUSTRATED IN THIS DOCUMENT ARE QUALIFIED FOR LARGE AND SMALL MISSILE IMPACT. LARGE MISSILE IMPACT IS 9 LB 2 X 4 AT 50 FEET PER SECOND OR 350 F-r-LBS. PRODUCT MEETS REQUIREMENTS OF THE HIGH VELOCITY HURRICANE ZONE. PEMKO WEATHERSTRIP USED ON CECO DOORS AND FRAMES WHERE WATER INFILTRATION IS REQUIRED. 6711 P381 12"LONG P381 AND APPLIED ON SILL P385 STARTING AT LOCK JAMB. REMAINDED. OF JAMB SINGLE DOOR USES P385 ' P381 AND P385 312 12" LONG P381 APPLIED ON RABBET TOWARD STOP STARTING AT SILL. REMAINDER -- — -- OF-JAMB-USES-P385 �—F SINGLE I D LL—J � � � ❑ PEMKO312 PEMKO PEMKO PEMKO PEMKO PEMKO P242 P261 P266 P381 P385 PEMKO 2008 PEMKO 346C PEMKO PEMKO PEMKO S771 S44 315CN TYPICAL THRESHOLD MOUNTING DETAIL 12" 0.( TYP 1/4" ITW TAPCON W/-- 1-3/4" EMBEDMENT AND 1" MIN. EDGE DISTANCE TO 3192 PSI CONCRETE nwmvmot rocWa FSWA 9M Mtn N RINC. A55AABLOY, the global leader in door opening solutions, Z2=a- � W••X$' u In QQU'a6 rm� ui i" o W NO ,-1 3�w 3 IL fA 14m pW° i Da Lu 15-2607b 12 ICECO DOOR WEATHERSTRIP INFORMATION PRODUCTS ILLUSTRATED IN THIS DOCUMENT ARE QUALIFIED FOR LARGE AND SMALL MISSILE IMPACT. LARGE MISSILE IMPACT IS 9 LB 2 X 4 AT 50 FEET PER SECOND OR 350 FT-LBS. PRODUCT MEETS REQUIREMENTS OF THE HIGH VELOCITY HURRICANE ZONE PEMKO WEATHERSTRIP USED ON CECO DOORS AND FRAMES WHERE WATER INFILTRATION IS NOT REQUIRED. PEMKO , S88 Cs- =ZO PEMKO PEMKO PEMKO S88 303 2005 s m U 'A�wjP�OYFDjBY ie 1�11AINC. Fn �11 PEMKO 181 PEMKO 177 i PEMKO 2005 CCoco ASSAARLOY,the giobal leader; in door opening solutions, j-i ju§w€ a ymWw0 rq LM owe e w •- N ui N M V> .-I A� u i6 VN Q K 0, ^ od 0Uoc ,, cct3 a p m Cc on Q } � M O d JO UZ Ja 6 � ~ w a w z t7 O OQ �f s=a V _ w p7 N Z �LLZ O U> g LLI > U 15-2607b 11 1 * • FRANh, CECO DOOR ANCHOR INFORMATION PRODUCTS ILLUSTRATED IN THIS DOCUMENT ARE QUALIFIED FOR LARGE AND SMALL MISSILE IMPACT. LARGE MISSILE IMPACT IS 9 LB 2 X 4 AT 50 FEET PER SECOND OR 350 FT-LBS. 18 ga. (0.041" MIN.) SLIP -IN STUD ANCHORS e� WELDED WOOD STUD ANCHOR WITH #8 X 1" GRADE 5 SHEET METAL SCREW; 4 SCREWS REQUIRED PERANCHOR; MIN EMBEDMENT = 1"MIN EDGE DISTANCE= 0.524" WOOD STUD 18 gal woo[ 18 go (0.05W MIN.) WOOD STUD ANCHOR iM1n"W <Y.p^N�N CW.�yvt M9Yc�bdU./ IXupa/ MN/A�tu�tl M•OM1f#W"VF WELDED WOOD STUD ANCHOR WITH #8 X 1" GRADE 5 SHEET METAL SCREW; 4 SCREWS REQUIRED PERANCHOR; MIN EMBEDMENT = 1"MIN EDGE DISTANCE= 0.524" WOOD STUD 18 gal woo[ 18 go (0.05W MIN.) WOOD STUD ANCHOR iM1n"W <Y.p^N�N CW.�yvt M9Yc�bdU./ IXupa/ MN/A�tu�tl M•OM1f#W"VF ILYR QPY[ Our usroumav q'�d "' M N`y 9Hr ,rxo N AINC. SLIP -IN STUD ANCHOR WELDEED TO FRAME CONNECT TO STEEL WITH #8X P' GRADE 5 SHEET METAL SCREW; 4 SCREWS REQUIRED PER ANCHOR: MIN EDGE DISTANCE - 0.328' 1.041"min.) STUDS 9 WELED WOOD STUD ANCHOR WfrH#8X1'GRADE5 SHEET METAL SCREW; 4 SCREWS REQUIRED PER ANCHOR: MIN EMBEDMENT=1"MIN EDGE DISTANCE= 0.524 SbudAnchar'Requiretnents::forJarrtks.o{PaQad Frames: UP to an inolydmg 100."Of IN psf.. Opening Fleight Max Dlstarroe Min:_Anchor Wimum Max. Distance Min Anchor Maximum: (int hes): Froth Eridof Quantity: $Pacing From End'of' Quantty sjsa@tng; Jamb: Inohes :. Jamb. :(I UP:x9.,and Includi49 8#' 6 5 19. 6 6 19, Up.to eq�{ Inched ng 9p'r 15 1g Building walls must be designed to support ando sustain loads developed:by the door and-frame assembly and transfer loads to the bwlding structure: Rough oper�ing 'at erial,=by,otfiers, must be b.ttall6d propeHyto transtbfloads to the building structure:. Anchonng or loadlttg tlonotshofticontheSe;detalls are r)ot part bfthis appioval, Anchoromb'edment:fo tease mated`alshan be boypnd.Wall dressifig orsweco. Wood! dertsIV G = 065;: Anchors snail be aslisted and:spaced as shown in the table for each group of products. STUD Woo #14 x 1"GRADE 5 SHEET METAL SCREW; 2 SCREWS REQUIRED :HOR LOCATION; 18 ga (0.041" min.) STEEL STUDS PIPE SPACER ANCHOR WITH 318' WOOD SCREW OR LAG BOLT MINIMUM EDGE DISTANCE =1.75" MAXIMUM SHIM THICKNESS = 0.26' Pocket provided for 12' or 518' thick wall hoard o Flush 4typ. withstudSnap Welded METAL STUD ANCHOR Pocketprovided for 1/2' or 50 thick wall board Flush with — I stud —'f Welded METAL STUD "Z" ANCHOR WELDED SNAP -IN BUTTERFLY ANCHOR LIMITED TO 6'0" X 7'0" PAIRS OR TO 3'0" X 7'0" SINGLES ASSAABLOY,the global leader indoor openinggblutlons, N YI e y�N .U. & V cc 6 N '¢ c > o �2 b O a m w o go, W U Fw 0 Oa�g? O' m m m E q a � J O Z ELL Z Uto g w> UC U LL 15-2607b 0 K CECO DOOR ANCHOR INFORMATION PRODUCTS ILLUSTRATED IN THIS DOCUMENT ARE QUALIFIED FOR LARGE AND SMALL MISSILE IMPACT. LARGE MISSILE IMPACT IS 9 LB 2 X 4 AT 50 FEET PER SECOND OR 350 FT-LBS. PRODUCT MEETS REQUIREMENTS OF THE HIGH VELOCITY HURRICANE ZONE. EXISTING MASONRY OR POURED CONCRETE, 3000 psi MIN. WELDED PIPE SPACER ANCHOR WITH 318" EXPANSION ANCHOR BOLTS USING 3/8" GRADE 5 BOLT MINIMUM EDGE DISTANCE = 4.0" MAXIMUM SHIM THICKNESS = 0.25" v HILTI KWIK BOLT 3 I • • V v. v• • v 1.625" MIN. 'r 16 GA (0.053" MIN) 16 GA (0.053" MIN) PIPE SPACER ANCHOR EWAANCHOR �� TO SUrr TO SUR WELDED SLIP IN ANCHOR 'IAMB DEPTH / JAMB DEPTH LIMITED TO 6'0" X TO" PAIR Y TO" X 7'0" SINGLE )q" MAX. THICKA-36 STEEL SHIMS WELDED TO STRUCTURAL BUILDING MEMBER WITH FILLET WELDS MEASURING 2" LONG USING E6018 ELECTRODES. FILLET WELD SIZE SAME AS SHIM THICKNESS FOR 0.053" TO 0.125" SHIM THICKNESS. WELD SIZE 1/8" FOR> 0.125" TO 1/4" SHIM THICKNESS. STEEL SHIMS WELDED TO BUILDING STRUCTL WELD HOLLOW METAL FRAME TO SHIM WITH 3/16" WELD, � 1" LONG BOTH SIDES OF FRAME 2" X7"STEELSHIM PLATE(S), OR TO SUIT FRAME JAMB DEPTH MAXIMUM SHIM SPACE 114" MasonryT Masonry , .fre, Masonry $trap; qfi lNeldi to'tha Bt(If 10 6truc.0 Anchor Requremens:for Jambs: to an mcludin 100st 150. `0 Opertmg Alght (inciiesj Mn.hor Anc Quaribtyi MawmuPl pacing A ches W.Anchor Quantity Maxlmuni Spacing Inches 24 ..... 5. 24,....... . 90. 4" 24 5. .24; t36' 4 24i I 5s 24 gtber:Fcame Inforr atloh 1) Boildmg walls mustbe designed to supportand sustain loads. developed bythe.door:and flame assembly; and barAs(el loads to tHe, pglldihq sttuyttire. 2) Rough openiri9 etatedal;liy otfieIs, mu The installed ptopeny6. rigte ... rfoacJs; tho building sfrectule. 3, Aiichbim orloadin "oondl4ons notshoM in these detailsale notpartoflhls approval, 421.Anehoretntiedmenitoti' semategalshalbe:beyondWW ciressiha.dr ucco; 5 f Wood deiift' G 065, 6) Alibhors shall be as listed and spaced as shovm in the table foy each group of pLoduct% 7 . $ lhsbtutioli of,eompape. nL5 must �e ilteom Itattoe NntS tho. cUrn nt i la qu11din Geode. YOKE AND STRAP MASONRYANCHOR e mwd b6L MAXIMUM SHIM THICKNESS 0.25 CMU BLOCKAND THROAT OF FRAME FILLED WITH 3000 PSI MORTAR MASONRY WIRE ANCHOR Snap—tn type MASONRY"T'ANCHOR (ADJUSTABLE) RANGE 3" -12" C0eco 1G v Tq m rn W-9 Wan U" ' j W r^1l1 m W '.- x U � � w QUj V` Z W tog w NO. w W owm ;°off 16 GA (0.053" MIN) MASONRY'l-ANCHOR POURED IN PLACE WALL Expansion Shell Anchori7equireti)ents;forJambs; Up to 40'-j Juding 10.0:PSf. Opehing'F46ight Marc: Disfan0e• fliin;Anchor Maicitnunl MaX. Dlstatige Mn Anchor McXImrTM (invites). From acid of Quantity: Sp461ria: From Er d.of quantity Spac)ng;: -Jamb. Inclias Jaml) inches_ UP?4:84....... 12:........ .. 0...... t9.:..... .. ..... 1 '... .. _.5. 19. .... 90. 12 _ 5 _ 19' 12: 5 1 98: 12 _'6.._. 1q- . 12 ail _. 19: amp,e.gga�M ®LLB VB Ibb W,.bMB19G O9P4 MW�MGb a' Iiwt"M m.""rta+va.w "rxR a.. .cae�er m.".ar ASSAABLLOY,the.global leader indoor opening solutions, N UL) v O n W G oc> o o M w o Q} f m O m O V F J w WJ t OaWg G?� F LL 0�;� s=� Q 0 7 N O o fLLZ W 5 U o U� m LL 15-2607b 9 .--- -C—ECO DOOR FRAME INFORMATION PRODUCTS ILLUSTRATED IN THIS DOCUMENT ARE QUALIFIED FOR LARGE AND SMALL MISSILE IMPACT. LARGE MISSILE IMPACT IS 9 LB 2 X 4 AT 50 FEET PER SECOND OR 350 FT-LBS. PRODUCT MEETS REQUIREMENTS OF THE HIGH VELOCITY HURRICANE ZONE. HEAD FACE 2" MIN, 4" MAX JAMB FACE SEE PROFILES 3070 t 100 PSF MAX. DESIGN PRESSURE 4080 f 150 PSF MAX. DESIGN PRESSURE 4" MIN./14" MAX. DEPTH KD 16 GA. MIN. WELDED 16 CA MIN., 12 GA. MAX. FOUR SIDED DOOR FRAME WITH WELDED CORNERS ALSO PERMITTED .R m.r�wm,+xe. m�<rwa 9tpu[ ;N. RINc. Ilnf N*1uY ]Pp_PS£� N � T CORNER 4"MIN. 14" MAX 1.9375" Door Rabbet I -II- 2-5/8" CONVENTIONAL PROFILE IED 2.125' Door Rabbet A 2.125' Door Rabbet 2" 4" MIN. 14" MAX 4"MIN. 14" MAX KERF PROFILE 2-5/8' �LLxomr e ju w�a a LL a L9< . moo Wo Y ,O F N L o ul x 10 Lu ,off LL 15-2607b 0 ASSAAROY,the gfobal l.ead'edn door openingsofutions, CECO DOOR FLUSH SINGLE DOORS PRODUCTS ILLUSTRATED IN THIS DOCUMENT ARE QUALIFIED FOR LARGE AND SMALL MISSILE IMPACT PRODUCT MEETS REQUIREMENTS OF THE HIGH VELOCITY HURRICANE ZONE. SURFACE VERTICAL ROD EXIT DEVICE F- Ow ox (7 Z w o HEAD IS 2" MIN., 4" MAX TYPICAL W' MAX DOOR OPENING WIDTH ASSEMBLY16 Design Pressure Design Pressure Where Water Where Water Infiltration Is NOT Infiltration IS Required Required +/.60 PSF +/50 PSF CONCEALEDTWO POINT LOCK F- O 0 OW 2 Xg� 4 2 z �w ° 36" MAX DOOR OPENING WIDTH ASSEMBLY17 Design Pressure Design Pressure Where Water Where Water Infiltration Is NOT Infiltration IS Required Required +/-60 PSF +/50 PSF SECOND OR 350 FT-LBS.^"^°°-" . " ° LARGE MISSILE IMPACT IS 9 LB 2 X 4 AT 50 FEET PER nreaovmer mx�m°' o�, MORTISE LOCK LATCH BOLT & DEAD BOLT F- p O 0 _ C7 Z z W o 36" MAX DOOR OPENING WIDTH ASSEMBLY18 Design Pressure Design Pressure Where Water Where Water Infiltration Is NOT Infiltration IS Required Required +/-70PSF +/-50 PSF I I I I RIM EXIT DEVICE 3W MAX DOOR OPENING WIDTH ASSEMBLY19 Design Pressure Design Pressure Where Water Where Water Infiltration Is NOT Infiltration IS Required Required +/-60PSF +/-50 PSF MORTISE EXIT DEVICE Wood 36" MAX DOOR OPENING WIDTH ASSEMBLY Design Pressure Where Water I ffdhation IS Required +/50 PSF tlewilre Assembly: � Dgar Senes Minunurrm. - Pressure Danf tlpeniig_.. Ubdr .[arching H?idw@!f DdS4dp0or� Notes ... -�' Door. Gaug¢. ...... (ESN.:....... (inches): .... .,. _.. Swing ........... ... . ... _.,_,.,. ...... ..... ._.. ...:.: Po'd"W6! Negativ"i Widttr Hei9hf: Type Brand. Models .Corbin Russviirf. W5470(B)kM1Q7 May use,(,184spW*Vilth ony combinationotMe1; ta.02, 93, 4r h1�,1; su8ic 61ay use 9000800-970g 9800 oP9900�enes trims, agtP.edal' MedaBrgg, Cegi4n;. S ed 'HGB700;.12-HC8700 16 Omega, Reg enl, Ultra= to. W 036 90 .outSWbrg Surface V@rtical Rbd: Yale ... 7170(P)fNS MliesuffixlybyPiglt4anycombmabonoFAe;o;n[SMaybepterucid_tiy .. �Vetsaddpf - SyM.Ma Usti 5l10Fbr.800Ftriin§. MdaYlnp, FuegUItiIran; n455;555,x , HIKf.� 7;S1B, AS2; The,sd0Wdbsln... LegnomegaRert, 00 J.0 . :00 OSWml Concealedtwo Porn obK Sagem W2;00, 2-7 Tl1!S2 LUM11NPPGP1P2,I,0WPRD S3� IA A17 Versaddor.. ......_. ...... _ . ........ _.... .7bPkd', TLIP�a Tu. ......... .... _...... . ., Gorb9r,Russvlari. MI2000; ML20600; ML2W0o; ' Id120860 Mf1A1000 . Me1r uS2 HE510116'e(eCOic s(n7n; oRout3wme dtip(s, Fuego�.lrppenal, Medahigp, Qutswog 1Aai(e 14fk May use HES 100R elCctnc Smite dr(o-ut swing Bb4rs:8209 Slid R0200 rrmyb(t: 1B Leg`i{o�rf bmega liege0t 16 69 66 _30' or' * .. Latch Bak & Dead Bog same R 7600, Q200, FW00 preiaed W A}IyE;lt9; H2; KP >K I.IJ N7, N2;A k FA', Pf,F14 uA, HQr1,. Y!Y�Versadoor . USv(mg PRX 51 5293 '1 T1GT1, TP; and Tll. Yale 6800„SBBOOxSYb1 May.usS F1E51006t4etfra 560ce orrouCswng dadrs: May use FL sulfoc . Corbin Russwln � ED5200S(A)xM.f07 MayuserM94'sldfd with an combinalion of M611 M92; M93; drM91 slefo( May use g000600, 0700':9800 4r.09005@o9S tr5iW. MaY056 HES 0600 eaectrk sft Tfwsedewces M4 also bopye[oced wd .d.1&e SargeatHC6800' f2-)ICBBOR ... dewces:53, B5 5558; 5/158� AWE, BTU ET, H1,.ti2.. KPy tJC1 W, M1 N1 N2; FA .. Fuego;IrppeRai 111eda` jon, :. llvd, Pw(, Si, 52; S3tw, 54 T'If. TLrTP, Snd Tll. 19. Leglon, Omega, Regerd; }1Wa, Versadaor: 48 66 60� :ad :84 Ool Swing, Rini Exit Device MaY use HES 0800 etecltre typ0re, Tftese dev14$slirayalgo pCpprefVted &i0lihese LU Sargent WSb000 W-0a-s lop . tA1, N1 NZ PAL 4e*ces; 53 55 A5s6; 5r. 68; AWE; 9Y H1 Wi )v?: LK PK, PG, P1,P2, IM, 1t011, PRX, S7, SZ 53 IA, Ik;TI01T TP, alfd.Tll Y Catd 1=6W& V.C3000 Ya14 715Q(F)WS//250M(F)WS _ a "be ' b":P With a LwlribfriaBori of B; O; oFS. May Y prefdetl by S M.M usl:'S00F dr800FtnriSS. 20 Fuegc�gnpehal,Medel'o", LSg{4Hr Qrnega, Regeil4 + 18 60 .80 30 04' _ Qut Swing Mo(hse.Ewt Sargent WS-99001&WBB00 Bud: 4r °R:4-1/2 0134;thicksteelhar"esor .FBO OO r4Yedfdn esm baused. SDlmemberhln eloce6oirsma baused, Ifihpes . konnpd iis. McKinneyHG305, CK12H0.MCK-I.H ;MCK-25HD, MarimrFM10 ,FM20ojF,M300,FM3$W FM100'drF.Mf111,PeMI(OL;FMSLFFiDcon00ua WflesrtmaybeWWI AnyFBCapprovedwnhlwqusNngemaybeused:.... . nlvgfs. Rlxson195PNntset with MID mterin late PmIa may bbused I1wcMnfy Hal ar✓< 1°diahieter praparstions for doorpdsUm swdchasj Door pbslor(sWBchesOet Mina4utbut rfre35ordg 125`z4:B7l7, and Seciidtron EPT, FPTL, CEPT aiid.SERr may be:used. ..... Ma otks rh Coused is Ad&Ontntheh rdwafelisted afiaim. Vlew-etsWdi!."and Smaller bole to oration mS berised, ....... _... *In -Swing Configurations not approved for water infiltration. A$SAABLQY, the global leader. in door opening solutions. M Y. J a o tj W K tj O 0 0 o W O Q M as aY m U. F- 13 W J ON�3.Z� Oa _ f 0 LL �� En OZ N_ S LLZ U2 0 0 LL U o U 0 15-2607b m CECO DOOR FLUSH SINGLE DOORS PRODUCTS ILLUSTRATED IN THIS DOCUMENT ARE QUALIFIED FOR LARGE AND SMALL MISSILE IMPACT. LARGE MISSILE IMPACT IS 9 LB 2 X 4 AT 50 FEET PER SECOND OR 350 FT-LBS. Fwpryd PRODUCT MEETS REQUIREMENTS OF THE HIGH VELOCITY HURRICANE ZONE. N QINC. a — CONCEALED VERTICAL RIM�M�� CYLINDRICAL LOCK & MORTISE LOCK ROD EXIT DEVICE EXIT DEVICE CYLINDRICAL INTERCONNECTED LATCH BOLT DEAD BOLT LOCK & DEAD BOLT = HEAD ISt— rr O (u 2" MIN., FF-- K 2 _ o: t=7 Oa 2 N' MAX TYPICAL O w O w w O= O w o= CO • OS • 02 . ZO Z W Z Z ' m W IWO a CULJ LL LL.1 36" MAX DOOR OPENING WIDTH ASSEMBLY11 Design Pressure Design Pressure Where Water Where Water Infiltration Is NOT Infiltration IS Required Required +/-70 PSF +/50 PSF 36" MAX DOOR OPENING WIDTH ASSEMBLY12 Design Pressure Design Pressure Where Water Where Water Infiltration Is NOT Infiltration IS Required Required +/-70 PSF +/50 PSF 36" MAX DOOR OPENING WIDTH ASSEMBLY 13 Design Pressure Design Pressure Where Water Where Water Infiltration Is NOT Infiltration IS Required Required +/-70 PSF +/-50 PSF 36" MAX DOOR OPENING WIDTH ASSEMBLY14 Design Pressure Design Pressure Where Water Where Water Infiltration Is NOT Infiltration IS Required Required +/-60 PSF +/50 PSF CCeeoDo_' s;4�9 w`�c ASS A9 36" MAX DOOR OPENING WIDTH ASSEMBLY15 Design Pressure Design Pressure Where Water Where Water Infiltration Is NOT Infiltration IS Required Required +/50 PSF +/-50 PSF M9amlprtl Maximum Asselpbtji -. DoeTSeries Minimum -.. 4e94j;ry .. Prasspre. - .. Door Opening Dogr .. .. ... . Latching a'ardwareDesOdptidn. Npt95: - 6'oor: Gauge Lps� (nch, Swing: PosdNe' 1Jegelive Wxlth Het9lit. ._ .,Tjye:.._... 9iiipd. M' el ... .. .. ..... ....... ... _ .. ._. .. CorbinRusswm L73 .. .O o6 . DL310gDeadbog ....... ............. 11 Fuego, Ynpenral, Medalipri;. f agion Orilegp, Rd000t, 18 70. TO 36.- 84 :lfut 5v/1ng or: CyfnAncai Lpck :: Sargent 6500 1Q 1i7G77 t0 Lrn9 end 1OG77 m y¢a prefi7ted With AuVE;,F.♦#1; H2 I(P;.LIC; LU, Nt, N2, PA; UIfiB_,Valse(QOpq Trio,Trio-E .. .. td swing dri (Dead doff bBeadgoH; PK:P..G,.P1,P2. IM.. IKM, PR>� Sf. S2, S3,.1% TK:.. T1'.@n4?U- .......... .. Yale : 5480; 5400LN ; ..... D too dflasoo bee6cit Fuego Inperizl:Medadpn;. outSigtlg. Serpent 7500; 12 Lipgipn, Ome00. Regent;. 15 70 7o 36 04. or interconnected Logk> Yald.:.. .:.. .. ........4800. Uttra:.Verseddor....... .- -.._ . _ ad.,Swin9* _..... _ _ ..: ..... ... ..... ...- _ :. .... Carbm Russwm ML2000, Mf:2o600 jdL20700 Mi2oaUii Mt2b9o0` o .- trbc _ t d Mayuse.HESi Oe electdcs eop ou-swing .,00rs Fuego tnparal, Medanjppi. to 36 64. out swing Mortise Lock; . - May useHESloop electgcstr8egn,outiWmgdoorsl8200end R8200may,6t:. 0.Legion DiiiakRegent; .70: 70 or Latch Dolt & Dead Bolt Sargent 7,600; 82o0, 08200 prefkdr[ With AWE, H1 i H2 KP, LKi LU Nt, N2, PA PK, �G, 01,P2, Mr 1W Udrp; VersBdpor III Siging PRX st S3.� �9K'T 'TLTP>andStli ................. Yarn ... -. :. _.... .8800:58$00%SYM. ........ a .,.. ..g.. Y... MaY use HES 10.Q0',.lectnc slad3 op out-svtm ddors. Me psaFL sUifM;.... .. .. .-.. ..._ ...... Fuego, , Yn Pefialj A7edn5igd, .......... Corceafpd Verito§L HC Iy1D 860o H612 8:�00, H 12 8600 Theo devicesmeX ai§o bd prefixed wdll 59, 55b 55-56 57, 58; AWE ST H7 N2 14 Lag10n,Omega,Ratto;. 48 80, 60 38 96' OulSWthg: Rod SargefiL . WS-MD;S6tlb WS-t2.8fi00 KP U<,LU„M) H1;N2;PA PK;PG P1 P2y0?i;9(M PRY S1;S2iS3,N K,TK 0Iru Unra:versadoor WS F1D 12 tii3t)0t TL,TP-- �d CorbinResswji. k`p52tit),S(A)k,Mf07; May useM54 sutfizWlh an coinbinatron of M61; M92, M93 orM91 S14K. WeYLSA 90b;9tiU0 97dU�980g,org9d0Senes.tiim5x Food, Ynper2l;MedeOiop,: MayuSal .`1. 9g50'I�igctdcStrico:ThesedeY!FesmQYeiSotia,prafxedWith 39; i8 Legnon,0mege, Regent, 16 t3ti' BO 36 90 Oot Suring Rim Exit Devdcs Sarg$nL HC880U;12 HCiT800 55 5536 57, 56 AWE, liT Ef, H1 H2 KPn Llf LU, tNt, N7; N2 PA PK, PG; - PRNpt2yXM s. KT, Te,7P; A0,Tt: Yerc 7150(F)WS(7250M(FjWS SYtvl4May use 6Ut OT80OF, sns bmglfon of A, 8., 0, or Sp Maybe Prefa ed. til Hutt 41f� zq1/2'0,134. iMClsetealftps rany.FSCpPPLovpStillpgesmaY,Dau ed: MysDlmetn4Pfbinga�ocagonslnaY4e-s'eit Hinges ronflnpdu4 rytcKmceyHG305,M..K=2HD;MGK.I4HD,jyIGK25H.D:Me"rFM100, FM200 Fiy130g;-FM3500,FM1g0',or FM111 T:P 1!kd CFM$LF fiD, cordutpous hinges naybe Gaed..,[Ny FBG 6ppCoVod CoMjguousfringe.meype used;: Rlvots Rixsoit195.PAotsefVfRhMl9infendedia(eprvpls_rilaYbetisddj 1 dLamet9rprepai6iiorstq�doQrtrosd(8ciswitphas,Q6orpogtiL4WdChe58i pat?dmac4(dyt paeSudng125 14675'tiand.5'acprdrgn.5 gpn*, CEPTaQSEPTriteybe,gged; /Ud ifiary.Hdrdwerp w MagloCk4;rireYhq u9ed,f0 eddition t0 the hardware listed ehoye. 1lieWers N'iltl 1. end smaltpr hole preperulton tdaytie used. *In -Swing Configurations not approved for water infiltration. ASSA ABLQX the global, leader in door opening solutions. .k :3-Vv 3 W = X o Lme W o e1 � LUM N OJM 3u Ow— w moo€ N Ln „ u J N > o` °C 2 K 0^6 (7 �> o—b O �°!0 cc �°000 m IZ>.xm ++o¢ tYmw� wwa ¢wZ f V' O Oar g U) a V) T J U) 0�� s=s �0cc pZ Wcz o f o U0 g H LU S w U LL ^^15-2607b I 4 e LL i S ISM CECO DOOR FLUSH SINGLE DOORS PRODUCTS ILLUSTRATED IN THIS DOCUMENT ARE QUALIFIED FOR LARGE AND SMALL MISSILE IMPACT. LARGE MISSILE IMPACT IS 9 LB 2 X 4 AT 50 FEET PER SECOND O 351 PRODUCT MEETS REQUIREMENTS OF THE HIGH VELOCITY HURRICANE ZONE. CYLINDRICAL LOCK& RIM SURFACE VERTICAL CYLINDRICAL CONCEALED TWO EXIT DEVICE ROD EXIT DEVICE DEAD BOLT POINT LOCK 0 O0 W X0 e Q Z •� �z uj 'O a °1 O f-� HEAD IS 2,,.MIN.I — — — n- 00 0Cu 4AX " M TYPICAL = z W 0 48" MAX DOOR OPENING WIDTH ASSEMBLY 6 Design Pressure Design Pressure Where Water 'Where Water Infiltration Is NOT Infiltration IS Required Required +/-70 PSF +/50 PSF C C C C } a i[ 0 48" MAX DOOR OPENING WIDTH ASSEMBLY 7 Design Pressure Design Pressure Where Water Where Water Infiltration Is NOT Infiltration IS Required Required +/-70 PSF +/-50 PSF 1- 00 02 Z �z w 0 48" MAX DOOR OPENING WIDTH ASSEMBLY 8 Design Pressure Design Pressure Where Water Where Water Infiltration Is NOT Infiltration IS Needed Required +/-70 PSF +/-60 PSF 4B" MAX DOOR OPENING WIDTH ASSEMBLY9 Design Pressure Design Pressure Where Water Where Water Infiltration Is NOT Infiltration IS Required Required +/-70 PSF +/50 PSF MORTISE LOCK LATCH BOLT & DEAD BOLT O 0 0 ul 0 X0 Z 22 mW o- O 48" MAX DOOR OPENING WIDTH ASSEMBLY 10 Design Pressure Design Pressure Where Water Where Water Infiltration Is NOT Infiltration IS Required Required +/-70 PSF +/-50 PSF eNdx(tnurii AAaximum (tissernbfy Qqo@ §er es' " ryrnim.um �daLJRr pfassOrp boo i` to p p D6o} Letc(iui' Herdwan; Descd .mn Notes. Door Gauge �psf2. Inches) SwT.ng Positive, Negagve Widiha • Nohbt - Typa: Braid Mad/:(' Cortirljtysswur Eris opS(A)xMiar me' UseM94suffotQ(Ohancombinahon.olMo1;(y192rM93;orM9lsuffiiiMaypse • goo';eeho,9Y0d 98ob,or4900:Seriestnms,: ...... ...... ...... ..:. ...: osedewgesrgpy9lsopuprefgtedWflt(83,55;.§"057,588iftyyEiBT:Ef;H1 e. :Fuet(oMedel%nLeg,(dn,, Omega, Regent U(, 18 70: TO'. 40 g8: ... 0ut_sw(ftg _ Ron EO D0Y7oa Sargent HC8000; 12 (Ct)BOh: H2w(fB,.1X,lb M1; N1, N2, PA;PK, PG, Pt',P2, Mi BCM,:PRX S1, S2, $3, l4 1K,. Ttidi Trio€. Tdo, TtlE' -18. .. _. .. ... 7K Tf:TP andTil:. -.. ..... ....... .. . Yals 7150(F)WS'17250M(F)VV'S MaYUes)iedh PiNltlrenycdm¢ma(mp of/{f3 ,(Y, or. May bB prafoed tiyi ' SYM. May use50F or o00F tr`un's� ... ... ... .... .... _ _,_ .. ... .......... ... ....... ... .. .. ..... .........: .. .... Corbin a4gstvm .... FJ?5470(B)>I Mttl7 y seM 45UTfot YcomhplefionofM87 Ma U .. 0 K t dh an M92, Iy193, or M915u}fix May Fuego/ Medell on; Legrori;: is Gse 900,g OQ 870tl; 9800, pr o40p Senes tMns.: Sargent.. -: _ HC4-0700,...- ... .. .... _. 7 'Om -I.. snl;Uhre; TngTno'-E-1.8 70• 70, 48 90 061stging surfeceVerticel.jtod - yap. 71Z0(F)IItIS: Mayho suf8zeq py P wdh onyd'ortjdmat®q ofA, 6, 0 or S.. May he plefdeq by Trp, Tdo-E - d pM use;500F:or80OFfrpns Out Swing cylmdrl a1Jockd Coltigf RUssWuj' 8 TiioTrio -E 1S 70 70i 4BB° of H S.w.ing" cylindrical Dead Bog $`0rgepl 11 Uric, 490 Dead Holt M. 9 FDego,hipQrIal Moda ion,: .. p. Legion,Ortrega Regent, 76' ......... .... 70 .... .. 70fr 48 96,1 .. dut`SWing CbnoeaiedTWo. Point. -- -- .: Sargent • ...- _ WS-127tlb0;itG12'70b0 _ Thesn,deNoas,n!ey,alsobq PrefizedwHh 53 ,5$)58, 5758, 59,8ftET;.Ht H2 UItY2V.elseddoi•Tno Tdd-E: Trio,TrE -78 Lpck end L, .Z.. Corbhi,RussWm ML2QO0 MI20otl0 ML2b130OML2BlOb- ry>L2070b, Meybk6HES1.OQ8elaotnestrke_ohout;syiiggd.`oor:.. Fuego fnperial,Medohinn;, OG1Sw7ng ... MaYusel{);SlpC4:$(gctnestr eortoatslyin9`doom 92AP.arI RAZOl7i7Az)?'pe:.. 10 leg on,OJfi0g0jRe0gnl,+ 10 70 70• 48 90 dF Modrse Lock. SafgenY ... 7880,82ob,R6200; prefaddWnhAWE,Hi H2,K?,L1G,LU,N1 N PF1PK,00 A1,P2 NA ii(M;. Ullta,VersndoorTnb;Tdo-E Tno Trro-B -.18� - +r HStvliro Latch Bolt & Dedd 860 -- P . '.s1 S2- &3 w iK T T Tp• eqd TUr _ Y elnt $oUB; 3tibl)Dx SYM a Meyuse HAS 1ot}i:8locltic slpk@ on ut$wingdoors, Meuse Fl,spffui: y .' . Bell..... .... 4-1/2<"x41/2"0:1349ihick;teblhingesbraiVFBOspprmd.hind OpoY+b4used �."`S.plinamtiprhinge(pcat(ansrif$y(iaused. Hinges ... Condhuous MrlGnneyFiG305,MCKA?,11p;MCK-14,ND MCN-g.11D Marks-tFM1�D,F,,,,o0,FM30P,.FM4500;F.M1.Op,or;EM7111; !so ko:CFMSLFHDcontmuagshingesmerj,tleuSedAny FBQeppnnryddgnttritl0ushmgemay,housed ,0146ts: Rimoh;195PNotseiWllh.Ml9intONedott4pNotsrria�heJrs'ad 1�dia rt60 ptepW ,scelothle urW2aT=pb ;,mand Sad' 'In -Sluing Configurations not approved for water infiltration. ASSAABLOY, the global leader 1h.doop.opening solutions. zz E U WX X. QLu a Z LCaw o N ()�ww i J,�, �u V) a Lu owe ,o w ,.off U) z x b� 0 a 0— Q m W � Q a� FM m< m w �a 0< FAn v e 3 O Z S w Z 0 f 0 U4 g Ll_I US m U m 15-2607b I N n.� CECO DOOR FLUSH SINGLE DOORS PRODUCTS ILLUSTRATED IN THIS DOCUMENT ARE QUALIFIED FOR LARGE AND SMALL MISSILE IMPACT. LARGE MISSILE IMPACT IS 9 LB 2 X 4 AT 50 FEET PER SECOND OR 350 FT-LBS. PRODUCT MEETS REQUIREMENTS OF THE HIGH VELOCITY HURRICANE ZONE MULTFFOINT_ LOCK RIM EXIT DEVICE HEAD IS 7 MIN., ¢� 4"MAX O (D TYPICAL 02 00W Ox �z z °0 0 48" MAX DOOR 36" MAX DOOR co OPENING WIDTH OPENING WIDTH z ASSEMBLYI Design Pressure Design Pressure Where Water Where Water Infiltration Is NOT Infiltration IS Required Required +1-760 PSF 41-50 PSF ASSEMBLY2 Design Pressure Design Pressure Where Water Where Water Infdhation is NOT Infigrelion IS Required Required +1-100 PSF +150 PSF MORTISE LOCK CYLINDRICAL LATCH BOLT LOCK & DEAD BOLT F SW Sw Z Z �O $O 36" MAX DOOR 36" MAX DOOR OPENING WIDTH OPENING WIDTH Design Pressure Design Pressure Where Water Where Water rASSEMBLY3 n"%go, Is NOT Infiltration IS Required Required N-100 PSF N-50 PSF —. _. —CONCEALED-VERTICAL ROD EXIT DEVICE 8K� ❑ S z z W m0 48" MAX DOOR OPENING WIDTH ASSEMBLY 4 Design Pressure Design Pressure Where Water Where Water Infiltration Is NOT Infiltration IS Required Required +1--100 PSF +1--50 PSF ASSEMBLY Design Pressure Design Pressure Water Where Water latlWhere ft lion Is NOT Infiltration IS Required Required +/-7D PSF I +/_50 PSF Mao Ma%M1itiimr, design. IIrt3xliriUlb. AsseOtbly IYcorSerles Mnimumi Prossure. DocrQ tii Pe, �g DRW l:etchfn Ilafdavare Rescri lion 11gt2s poor Gauge , .".: Qrlches); Sling Posl(Iye: -dadttye. uVidlfi HelgM: Type Brand Model ... .. 04t Sw ng Corblti RussWim... FE6600 ...... ...... . . 3"'ant FM7100 1 11M1edallan Regertt,lmpgftat 14 150! 950 48 96 or, MukFPolriClock: CoibUlYtissfuin ED62boS�A)XM707 Maxus.e(Vp.;,q,. tWitpatlycam4lpatlonarw(,(y1vi_.3orwi Bulk May' 2 Trid,TrloE 16 1P4 .100 36. 84 outN�. Rim E1dt DeVlce- Use 6110 5000, 97o0, 9600, or g.9d4 Barbs trirlis Mayt sutfMedby,PWlffaerlyca{iblrretlonptA B;O aS,:MeybepretD�lby; Xele; 7160(F)yVSQ259M(F)WS 'MBuse500For600F.tiiins:. OutSwing Co[bin_Fiusswin 'CL$100 Sargent 11. LGIe. 3 :Wd.frio-E 16 100-. too 36 :84 or G'XI(ndn01M. k: In §Mn" * Cbrpl sv lri. 4 Trp, fYlo E IB 100: 100 36. 84 O�n 9 Bat&6 Ur Dean Golf a a d f 82 IittiypaPrQfizedwkh 11V H1 FJ2 KP; L1C LU Mika PA...PK 9 09 r1 ,6 �? In mowing* Pd P.i Per IK ' PRX, S1 S2 53 IA,.IK 7k,TtTP 9nd TU€ Yale . _.. 860ois8600>EsvliA M3 ugeF4suflix:. . ... ... ..... .... .... _. `.._ _ FUsgo, Imko'n' tagiorll: _..... 16 C4ReealedVer(Ical HC HG-IIiD- -8$00 .: . 1f1e5@ dev(cr3s m ay a44o bo prelj tecj With 53.53, 56 57Br 59 BT, ET. Hi 5: ORt'egarRegenk.11Nre, 7Ylo Tr(o E. m 0 15io-E -:18 Toy0':. .48, 96 QOtSwitf .... g RarJ 6.a� WS M¢8600 WS 12 8fi0g and W Mx12 86000 Butt. 4-1 M7 x41/T01349thlck iWIthi •gran FBC [oV' nl-"esm bBused, '"Spl'memberlil elocagoristiia beus8dt Hnges: CorititntiouS: IgntreyHG39$,N1Ck-1 ;HD,MGK:14Hp ML*(C:2$,(iprlyhrkafF.M100;FNt200.;_F,(uXi110,FAS.FM1Q0'tirFMi111.P.e{nkoCFAn$LF+igoordlriwus,hing$smaybeusgtli.gnyF9C:epprove � "� � __ _ Dotitlriu9us4dt9eiTial/bQuaed:.- .. PlJdt3 Rhlsori Y95 PlVetsetWi8111r119fntermedlate ivots ma :tie dBed I" diameter preperatlons tar door posdfoil swtkches Door posftlon sVlikches tFrafflf In a cutouE measurtpg 1:25 x4875.'; Bpd;$eeuritmn EPT, ERTL CEPT,and sEPTtneybe yeed:. AuAllary Hardware Ibclez m .be used In addltlofi.to ttia hatdwara listed above, Viewers With 1° and smaller hole' preparation m be used. 'In -Swing Configurations not approved for water infiltration. NMPINC. ASSAMLOY, the global leader indoor opening solutions, LU ffl WW W J a v 5tL :8 ZI jU W in V/ a� �a6 L ao io W o' o Will N0� u � to > O W P YY $ 'DW ,yp� ilii a vi rn Ln ti y 6 a Q� K Q a q Q ad j > O rya u0n O j 0 0 00 j d d r Ou Wr,¢ /�I ce do ¢ tW zg zo z E J�q�v Q rn Li =qo O O W LL p N 0 z w U o u LL 15-2607b I EA CECO DOOR FLUSH SINGLE DOORS PRODUCTS ILLUSTRATED IN THIS DOCUMENT ARE QUALIFIED FOR LARGE AND SMALL MISSILE IMPACT. LARGE MISSILE IMPACT IS 9 LB 2 X 4 AT 50 FEET PER SECOND OR 350 FI=LBS. PRODUCT MEETS REQUIREMENTS OF HIGH VELOCITY HURRICANE ZONE. GENERAL NOTES 1. THE SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED AND TESTED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE, PER TAS 201 / 202 / 203 STANDARDS. LARGE MISSILE IMPACT IS QUALIFIED FOR MISSILE LEVEL D ONLY. THIS PRODUCT IS NOT INTENDED FOR USE ON ESSENTIAL FACILITIES WHEN INSTALLED WITHIN WIND ZONE 3, WIND ZONE 4 OR THE HVHZ. 2. NO 33-1/3% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM. WIND LOAD DURATION FACTOR Cd=1.6 HAS BEEN USED FOR WOOD ANCHOR DESIGN. 3. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE DESIGN PRESSURE REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7-10 AND CHAPTER 1609 OF THE FLORIDA BUILDING CODE SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. 4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIVIDED BY A 1.5 SAFETY FACTOR. S. ANCHORS AT HEAD AS NOTED HEREIN SHALL BE CENTERED AT HEAD, WITH ANCHORS TO MASONRY SPACED 6" O.C. AND ANCHORS TO WOOD OR STEEL SPACED 4" O.C. 6. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION WITH THIS DOCUMENT. 7. THE ADEQUACY OF THE EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS IS OUTSIDE THE SCOPE OF THIS CERTIFICATION AND SHALL BE VERIFIED BY OTHERS. OPTIONAL WOOD BUCKS (BY OTHERS) SHALL BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE EXISTING STRUCTURE B. ALL ALUMINUM SHALL BE 6063-T6 ALLOY AND TEMPER UNLESS OTHERWISE NOTED.UNLESS OTHERWISE NOTED. 9. ALL COLD ROLLED STEEL SHALL BE A568/A568M AND ALL STAINLESS STEEL SHALL BE ASTM A480/A480M, UNLESS OTHERWISE NOTED. 10. HARDWARE SHALL BE INSTALLED PER MANUFACTURERS' INSTRUCTIONS. 11. ALL BOLTS AND WASHERS (EXCLUDING INSTALLATION ANCHORS) SHALL BE ZINC COATED STEEL, GALVANIZED OR STAINLESS STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 K.S.I., U.O.N. 12. PLASTIC COMPONENTS USED WITHIN THE HVHZ MUST MEET ALL APPLICABLE FIRE/SMOKE/UV PERFORMANCE REQUIREMENTS AS SET FORTH IN THE ABOVE -NOTED BUILDING CODE AND SHALL BE SUBMITTED TO THE AUTHORITY HAVING JURISDICTION FOR REVIEW AS REQUIRED. 13. ALL DISSIMILAR MATERIALS SHALL BE PAINTED, PLATED, OR OTHERWISE PROTECTED FROM CORROSION. ALL WOOD SHALL BE PROTECTED FROM EXPOSURE AND FROM CONTACT WITH DISSIMILAR MATERIALS. 14. ENGINEER SEAL AFFIXED HERE TO VALIDATES STRUCTURAL DESIGN AS SHOWN ONLY. USE OF THIS SPECIFICATION BY CONTRACTOR, at. al. INDEMNIFIES & SAVES HARMLESS THIS ENGINEER FOR ALL COST & DAMAGES INCLUDING LEGAL FEES & APPELLATE FEES RESULTING FROM MATERIAL FABRICATION, SYSTEM ERECTION, & CONSTRUCTION PRACTICES BEYOND THAT WHICH IS CALLED FOR BY LOCAL, STATE, & FEDERAL CODES & FROM DEVIATIONS OF THIS PLAN. 15. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. n..,me sa.re. mw,m" W me�emaua... ,me.w PronOVFDBP w...trx F..rad awe, ow.o N AINc. w m �- ®Ce�o Lux j U LL w 6 << Lg Lu =nob Zo NOoW� �m3 in cc oW— b W •• 15-2607b 16. ALTERATIONS, ADDITIONS, HIGHLIGHTING, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT ._��LQY, �� global ��y �!y`p c1� �{�111�T pp-�.rn i M I PERMITTED AND INVALIDATETHIS CERTIFICATION. V .ea,der in � oor open(ogsoluti I Is. ILJI 1/2" CD PLYWOOD; FASTEN V 10-24 X 1 7/16 PWH WII SCREW (P/N B54-15403) AT 1 O/C ALONG STUDS AND UPPER LOWER TRACKS. TYP BOTH SIDI SECOND LAYER OF GYPSUM BOAF 1/2' TYPE X GYPSUM BOAF VERTICALLY ORIENT & MOUNT PLYWOOD W/ #6 X 2 1/4" DRYWA SCREWS (P/N 853-00113) 9" 0, AROUND PERIMETER AND 12" 0, ON INTERMEDIATE STUDS AND 2 O/C ON TOP & BOTTOM RUNNEL (OFFSET VERTICAL JOINTS 1 ST SPACE FROM FIRST LAYER GYPSUM BOARD) TYP BOTH SID 10 mw Q1'1MN ` ft VIA Irl 9s-•�! ,-Mil ,, �1,,.►��,si � 1' I LL COVERING: 3/8' NUPOLY 1 2 100' 1 8 3 40 8 E RATED BATT INSULATION ;TALLED BETWEEN METAL STUDS IST LAYER OF GYPSUM BOARD: 1/2" TYPE GYPSUM BOARD; VERTICALLY ORIENT & IUNT TO PLYWOOD W/ #6 X 1-5/8' YWALL SCREWS (P/N 853-11504) 8' O/C OUND PERIMETER AND 12' O/C ON IERMEDIATE STUDS. (OFFSET VERTICAL INTS 1 STUD SPACE) TYP BOTH SIDES I, 25 C.S. GAIN. CHANNEL SHAPE "C VB UO; 160/C; SCREWED TO UPPER & iWER TRACK W/ 1/2' PHIWPS PAN HEAD ]P TAPPING SCREWS (P/N 853-11535) CREW AT 4 PLACES) N AI NC. ° UPPER & LOWER TRACK ALL SECTION 1. FIRE FIRE CAULK TOP, BOTTOM AND BOTH VERTICAL JOIN ON THE GENERATOR ROOM SIDE OF THE WALL polo 111 )VIA0 0 •�' •PARTITION PARTTRO DIMENSIONED -• • ASSEMBLY (BARE) CONCRETE WALL TO EDGE OF STUD PARTITION WALL. 7'-q' [941 25'-0" [3001 PARTITION WALL LOCATION SCALE: 1145T-T NOTE: 1. TWO-HOUR FIRE RATED DESIGN AS PER 2001 CBC (1997 UBC) SECTION 1-13 AND 2OD6 IBC SECTION 720.1(13-1.2). 2. TWO-HOUR FIRE RATED DESIGN CALCULATIONS AS PER 2001 CBC (1997 UBC), SECTION 709. 3. TWIT -HOUR FIRE RATED DESIGN CALCULATIONS AS PER IBC TABLE 72DA(2), ITEM 113-1(2), PWS TABLE 721.6.2(1). 4. GYPSUM BOARD JOINTS TO BE STAGGERED ONE STUD SPACING ON OPPOSITE SIDES OF WALL. 5. NOT A 'NON-COMBUS IBLE' DESIGN. 6. REFER TO FIBREBOND TECHNICAL PROCEDURE 5-1 FOR ADDITIONAL DESIGN INFORMATION. 7. ALL PASSAGE DOORS TO BE OF 51MILAR FIRE RATING. 8. ALL PENETRATIONS TO BE SEALED WITH FIRE BARRIER SEALANT (REFER TO W-L-1001). 9. TWO HOUR FIRE RATED DESIGN PER FBC TABLE 721.1(2) ITEM a13-1.2. PARTITION WALL NOTES: 1. TYPICAL 3 5/8" PARTITION WALL 2. LAYOUT DIMENSIONS SHALL BE 3 1/8' FOR NOMINAL LOCATIONS, NOT TO EXCEED 1/4" FOR ANY COMBINED STACK -UP, U.N.O. 3. WALL FRAMINGS MUST BE SQUARE. MEASUREMENTS EACH OTHER. SECTION 'B-B' Snit- 3/S'=1'-0• OF DIAGONALS OF RECTANGLE MUST BE WITHIN 1' OF 1300 DAVENPORT DRIVE ph. (&DO) 824-2614 xm `0% JI 1 ''>AUG 21 2017 (t�..y`cEPl i 0 y �STATC OF .� i �'Ili ®AIAL�� rn. eonl R wca FLORIDA POWER AND LIGHT DR ANGES am. F I B R E B O N 0 5/8' NUT; 1858-11467 LOCK WASHER; 1855-11510 FLAT WASHER; 1856-11527 G 4'•a• 4e a 4 •e c CAULK SELLING; 1850-15664 518' - 07 THREADED_ ROD, {B53-00014 CAULK ALL AROUND; IB50-15664- F-42 CONCRETE ANCHOR {806-11377 WALL PANEL a •_v n'd ECESSED PENETRATION; {852-40947 GROUT�ROOF a 2F— 4" �f TYPICAL ROOF TO WALL PANEL CONNECTION DETAIL 4^ e:V WALL PANEL - a • • ... TER FIX 11. x 5.26 USED FOR TRIP; {50101 X 1' 'E-M' {850-13505 ANCHOR; 1805-11377 - CAUUT ALL AROUND; 1650-•15664 CAWC STALING, 1/5' K I- -E-H' LOOR {85D-15664 5[AL; d850-1J505 - e .d 5/B" - 87 THRFAOEO e. NOV, {853-D0014 e e: - e e ems. a ' rd FIAT WASHEfk j855-11527 RECESSED LOCK WASHER; 1855-11510 PENETRAT9"47" 2" {852-4094 SJB' NUT; 1856-11467 TYPICAL WALL PANEL TO FLOOR CONNECTION DETAIL WALL PANEL :a •- 4' x 4' WELD PLATE 1193544 - •e . 4' x 4' .. _ 0 _ ' ey WELD E A a193544 e . < .•, a a4 .a b • :d a e. .• o . _ .e .ad'.• e .A .e 4: c F-42 CONCRETE ANCHOR; 180Li-11377 I •a m d FOR EXTERIOR FINISH; SEE STRUCTURAL WALL PANEL LAYOUT SHEET DOOR WELD PLATE CONNECTION DETAIL �4"� CAULK STALING; •4 . 1050-15664 ' •' CAULK ALL a- Q AROUND; c jB50-15664 , - � I , :xFtyi �5N/6c DISTANCE rN i1'e' 1D" RING INSTALLATION. BUILDING SIZE O-RINGS 13' or LESS 1 - - 14'or20' 2 21'or26' 3 27'or40' 4 h«LL yme[ tlet dx vmewsn mow.+ uwxmDet n^W+ve �j� �wr or AINC• Mw.m u..aae. 1 WALL PANEL ) RETARDER 4' OF OUTSIDE END WEL CORNERS FOR CORNER POST - GRADE 5 {B53-12368 1/8' X I--E-M'.] �-LOCN WASHER; 1855-115 SFN,; {BSO-13505 FLIT WASHER; 1855-11527 TYPICAL END WALL PANEL TO SIDE WALL PANEL CONNECTION DETAIL DATE PANEL VOLUME I WEIGHT SCHEDULE PANEL LT. WT. .NORMAL LT. WT. NORMAL ROOF 3.96 16.581 R.00R 5.56 19,500 PANEL A" Z05 0.593 PANEL'B' 1.12 4.688 PANEL "C' 2.56 10,704 PANEL'O' 1.25 5,212 TOTAL ssfi 1o.s3 6s;278 Relerlo ft,&wdaarSGgcl=l Ldyoulsheel Araduap—d --o Nola: Rutlding welght Is an approxfniallon and sha0notbe used for Oflbadswshipping. ConbwrrbrebondccrPmOon's Transparta0an Deparbnenl for mrmd Iransporlallon w lghls. REINFORCING SPLICE SCHEDULE SIZE LIGHTWEIGHT CONCRETE NORMALWEIGHT CONCRETE VUWF B" 8' #2 12" 127 #3 17" 13' #4 22" 17" #5 26" 22' #8 33' 26' sraggarspaoaANJlnansusprze rongrn� so]ecanrcers \ILAUi7TP/412017 six J. 4 rle%r, M Ry•��- *l �wy X� STATE OF Iy it � /I �; wl �ZardA 1300 DAVENPORT DRIVE MINDEN. LA 711 ph. (80D) 824-2614 x Jibrebond• FLORIDA POWER AND LIGHT -0 X 25 -0 EQUIPMENTS MISC. DETAILS OL JIM 07/06J17 E• I WE. EaE f' OR W0 TOTAL SQ. FF. ALL PANELS: 1266.1 sq. ft. `dc-riA ,: F I B R E B O N D ***NORMAL WEIGHT CONCRETE*** CORNERS TO BE CR4MfERED 6° AS 2 - '4 EPS FOAM INSULATION 3 810-11442 17.T REBAR 3 3 8 GRADE 60 4 5 810-11441 17.7' REBAR, 04 1 GRADE 60 0 MID-DEFR1 6. 810-11443 :55' REBAR 6 3 4: GRADE 60 - 7 8 80-0-11377 11 INSERT- 5/9'-11 (F-42 :9. 10 POCKET FORMER - 10 03 X 24' CORNERVAR 11 t91 - 198228 — 2 1 I OURKE-36-LONG.. 1 , 9• CM Mnr An M1 Or.IrfD.\nMl 198228 'Ou•P�PfmybMh PPdTPi \H 810=11396 WIRE MESH. 71'- 20-0' DB-D8 MID-0 _.5_ x -® es..mhmaam.a aNm. a.. whvaa. �e�.v+ IPgWVEDBY Y'•�a B{M URm N AINC. 4— .� 1 meoaoexmPu taxi• ,.Wwc PANxC caFNNs WALL PANEL SECTION "A -A" No wm PN'3 L oPO EtI9ie7R C/SIV1f: � Nm BURKE LIFTING POINT Norw=w D NOTES, 1. TYPICAL 4' WALL PANEL; SEE MISC. DETAIL SHEET 2. END PANEL CAST EXTERIOR SIDE UP 3. ALL REBAR GRADE 60 TYPICAL, SEE MISC. DETAIL SHEET FOR REBAR SIZE & SPLICE LENGTHS 4. DIAGONAL DIMENSION - 180' ELEVATION KEY S. SEE BUILDING COVER SHEET FOR EXTERIOR FINISH, ewmaerAvans Wnno wxEyAoiac w WALL PANEL SECTION •B-B' e Tosmz P� E%fENWtOF 7 �NALL PAtTl C\9I11fQT� . POCKET FORMER CAST DETAIL NOTTOSd Na4h F3oGNmm PnEN A"PANEL usnrm aEo- M wrtwM Oi PAN'd F-421NSERT CASTING DETAIL Nwmx DATE 0• 102" — (7788- 0 54• _ 0 a 8.1 30• B. 0 Q C7 N [G N :2 6 110-1 n m $ o a N 12'-0• (1441 END PANEL "D" 108.0• sq. IT. w1E 1300 DL 102• 78" 54• 30• 6' NO RETARDER ON 4' OF EACH SIDE FOR CORNER POST. SEE MISC. DETAIL SHEET LA ph. (800) 824.2614 w .Ux rebo"dmm FLORIDA POWER AND LIGHT F I B R E 8 0 N D ***NORMAL WEIGHT CONCRETE*** "m ph�tw.40"elPo CN.T6f VH l bE WCOWEiDEO "+YcmmeliCi M+"!ZalF��J 4T"4 •+ /AYK 1'dYl• YfNEFABWC ��"E"""�"" GSTM6 vmf m�wNli.w ma AFFxINEDm Fw xb"" Ox. h N RING. �,e0s RL_UI WALL PANEL SECTION "A -A" xmmse E60Nm WELOFC rearpp WPEFAOWC 6ED Fa coxoaErE WALL PANEL SECTION NmTOs E "bmaWEtsEo wirm WWEF.9xC' FQ cdreaEm axerrn WALL PANEL SECTION "C-Co xmros , Pat usnrm em wrewoxmvurt�J sa"owc rAsr®.r GROUNDING PENETRATION DETAIL xm70s ALL FON CORNERS TO BE CHAIOTRED 6' AS SHORN rim r rm �o 102" — - 78' — 6. I 0 54' I I 30' — 6' Y-1 12• PAi`Pi 'i¢miavwir D• - `4'r-!r -Y-- — � UG, 018, j1 II tw rho BURKE LIFTING POINT xmmscuE ,a t � J �� ;• � STATE O'F �¢h••4 G- NOTES: �Sfi11T11 1, TYPICAL 4' WALL PANEL,; SEE MISC. DETAIL SHEET 2. SIDE PANEL CAST EXTERIOR S10E UP 3. ALL REDAR GRADE 60 TYPICAL; SEE MISC. DETAIL SHEET FOR D REBAR SIZE & SPLICE LENGTHS 4. DIAGONAL DIMENSION - 311 1/8- 5. FOR ALL AGGREGATE FINISHES: FLOAT IN CONTROL JOINT A 1`81816-22500. CAULK SEAM. FOR ALL OTHER FINISHES: SAW - CUT 1/8°WIDE x 1/8'DEEP CONTROL JOINT. ELEVATION KEY B. SEE BUILDING COVER SHEET FOR EXTERIOR FINISH AND WAVE GUIDE LOCATION. RDASION 2 809-20470 EPS FOAM INSULATION - 96' X 44X 4 - 4 81D-11441 17.7 RE 4 1 2 GRADE 60 ® MID-OEPIH 5 810-40462 33.3' RE8.4R 5 5 8 GRADE 60 6 310-11443 101.3' RERAR 8 3 4 - GRADE 60 7 806-11377 32 015ERT..S 8 -11 FF-421 m N I I I I I I NOTE 5 A I 4 A — n�o am r'�o r'm — 24'-l' [291y' — SIDE PANEL "C" 218,8 sq. It. DATE 1130141 DATE N 1— 106 I —102' I � I I NO -DEPTH: Y F i I J"7,1 .- 6• N I� I N in I N N N N 1300 DAVENPORT DRIVE MINDEN, SA. 714 ph.(BOD)824.2614 w Xbrebondwm FLORIDA POWER AND LIGHT OR F I B R E 9 0 N D ***NORMAL WEIGHT CONCRETE*** ELEVATION KEY +r PANo..vylFM JMkraltltC N!!p Ca+l lS[u' V9 3i�s'N ML9 CimiU'A�tl /.r"tli,Rh m.eenm.�"mek aNffi �. ,sn„ �,.. uwnovmer PPFYAiM Mj� ww UN, Ii11tIINC. emoemewtyNLo nr� WeSEmm e® hi M WALL PANEL SECTION "A -A' xorlos P - 1GrUNi PONE E�fENtli` 0� F BURKE LIFTING POINT Nar W a emosrowancu �� wmsNUN�e ero CdImc1E ♦xnmrt WALL PANEL SECTION "B-B" Normr i� F](iGNONCF `WPLLp�xEl r�Sit-0`�7r POCKETFORMER CAST DETAIL NoiWS r i� MMm dNppq -OFP— C lw P WE 'OF.WEL F-42 INSERT CASTING DETAIL No mro NOTES, 1. TYPICAL 4" WALL PANEL; SEE MSC. DETAIL SHEET 2. END PANEL CAST EXTERIOR SIDE UP 3. ALL REBAR GRADE 6D TYPICAL; SEE MISC. DETAIL SHEET FOR REBAR SIZE & SPLICE LENGTHS 4. DIAGONAL DIMENSION - 180" 5. SEE BUILDING COVER SHEET FOR EXTERIOR FINISH. 0" DATE ALL FOAM CORNERS M BE CRAM 6' AS 2 809-20470 - EPS FOAM iNSUIgTION - 96 X 44 X 4 3` 870-11442 IZ7" REBAR^ 3 3 8 .GRADE 60 4 5 810-40462 35.2 REBAR, 95 5 8 GRADE 60 6 810-11443 55.5' IRERM #6 3'4' GRADE 60 7. Ans—lvml 17 Imm- 5 A'-11 ir-491 I_ N 2 11127 SCHEDULE 40 PVC PENETRATION CAST AT W 13 810-11396 .5 INRE° MESH 11'-B-X 20-0- DB-DB -0 MID -DEPTH I'd _ N N h m Cl O N M 24" —{ 12'-0- [1441 END PANEL "B' 108.0 sq. It I 10' 1/2" CHAMFER +� I FORM SIDE ALL AROUND OPENING -1-=- 7?h--- 2B" -4 - 106' 102" -NO RETARDER ON 4" OF EACH SIDE FOR CORNER POST. SEE MSC. DETAIL SHEET - 78" 54" 30" 130D DAVENPORT DRIVE MINDEN, LA 71055 ph. (800) B24-2614 www.OEreWnda FLORIDA POWER AND LIGHT DL DR v _.. FIBREB0ND ***NORMAL WEIGHT CONCRETE*** f.41-H fAP SIRP.. OBLrt IOID-LLC LW m�ll'4ll tl 510M. (' r Is w I 36T25 -1 OW l RtlP IRAI( IS RBVI IOGVLD D4M IS wvrcAA GFAtQ DOOR HEADER DETAIL MOTTOS roe�>o O C�TUAG ` ' vAPAFA3Po0 BEO Fa CDNORETE AxcxmR WALL PANEL SECTION "B-B" NOT TO SM E 4a0Obll Oto' xVlE4AgiDG . C,vtin� r�TxR r� rc— w Rem oso OPo WALL PANEL SECTION "A -A" 102" — NmTO3bLLE PANT LPIiNO POINT EXTExC11 ^� 78" — Rom, BURKE LIFTING POINT xmiascus Ta O 54- 0 BEND RADIUS STARTS 2 0 92"t RADIUS =2- •� ^^60 O^ml III®I L I �— NOTE 5 L Ii I —lie — — 11�1: � w 4"z4'WELD CASTING - PLnTE I WALL PANEL SECTION "C-C" BED � 30" CAST -IN WELD I m,NR "2TT �I PLATE DETAIL am NOTTOSCAI.E P Wq� - 'g AK 0181 UP 0" _ CRFUOROFPMFi T®r , 1 GROUNDING PENETRATION DETAIL y Nmioscue R t C7 or 0,". 4 C. � NOTES;. 1. TYPICAL 4' WALL SEE MISC, DETAIL SHEET 77 2. SIDE PANEL CAST EXTERIOR SIDE UP 3. ALL REBAR GRADE 60 TYPICAL; SEE MISC. DETAIL SHEET FOR D REBAR SIZE & SPLICE LENGTHS. 4. DIAGONAL DIMENSION - 311 1/8" 5- FOR ALL AGGREGATE FINISHES: FLOAT IN CONTROL JOINT A FB#B16-22500. CAULK SEAM. FOR ALL OTHER FINISHES: SAW CUT 1/8"WIDE z 1/8"DEEP CONTROL JOINT. ELEVATION KEY 6, SEE BUILDING COVER SHEET FOR EXTERIOR FINISH AND WAVE GUIDE LOCATION, REV SEE DOOR EADER DETAIL 4" HINGE SIDE w lODA0VE0nV TnA,y'tl IYIMINC. DATE 1 2 - - - - 3 - - - - 4 - - - - 5 810-40462 69.0' REBAR 15 5 8' GRADE 60 6 870-11443 98.5' REBAR, #6 (3/q GRADE 60 - 7 806-11377 . 30 INSERT, 5 8 -11 F-42 8 81C-11450 8 .!3 X 2-'- COPt1FP, PAP _ III 1 JbJU UUUN tKAML, KH NW. IbI PKLM 16 GA SALVAN11W. 4 UUI IU OUT W 1 2- CHANNEL 12 1 4070 DOOR FRAME, RH SWING, 161 PREP, 16 GA GALVANIZED, 4- OUT TO OUT W 1 2- CHANNEL 13 2 :1 2 SCH 40 PVC PENETRATION CAST AT 45' OPTIONAL - SEE BLDG COVER SHEET 14 2 1/2' SCH 40 PVC PENETRATION CAST AT 45' 15 810-11404 1.5 WIRE MESH 8'-6"z 20' . 08-D8 0 MID-DEF ITT 16 2 1 1 2- SCHEDULE 40 PVC PENETRATION - 17 18 806-40448 3 SPLICER; 94 X 24" DOWEL BAR 19 847-00343 1 DRIP STRIP 54" CAST IN 18 GAUGE GALVANIZED STEEL 20 847-00344 1 DRIP STRIP_ 4R' CAST IN IR (,AI1CF GAIVAM17F0 STFFI _ N9 n^m � m Ism rip m ICI_ 16 NOTE I1 I IA,Vt 4 I I I I 68 I I I l 0 1a f�lp ^fV� 24'- 4- (2913-1 SIDE PANEL "A" eD2s""" 218.8 sq. ft. RENSION \ tJ SEE DOOR HEADER DETAIL 4" \ HINGE SIDE I THESE PLANS ARE THE M ODITA PAOPM Aw IRIDE SEOW aF FR W CORPOPAINN AM' U OF THESE DRAWINGS OR ME WIdO' . =am F9A@I TOR ART RaOW! OTTER IIVN AS �1 AOIHOWM w DOREBMD C01PORAPON 6 SIWMY PRO` M R6E UUAWOS IWL omI OSIFUAtfl TAM W UI SIAN= UT AVNM RED)" OR oRIF a OBWRNG POR MM W THIN 11L EE EPREi4Y KfM OF DATE Tipp CONTODOW. x4U$; 1300 DAVENPORT DRIVE MINDEN, LA; 71055 ph. (800) 824-2614 svww.6bmbond.com FLORIDA POWER AND LIGHT OL IORE. 07/06/17 D_ r 106' — 102" # — 78- 54' — 30" — 6" � 2" ej F I B R E B O N D I ***LIGHTWEIGHT CONCRETE*** 66CSpi IYIIDEOYsi tE FABWC /GPE➢1FOApNGBta6PMFfl p �.. cotvtrnrwr; iznc xonuoxla wmxo <�'uFu. eeo RExiF0ilCtp BNI FLOOR SECTION "A-K NOrTOSGIE 0 ,ioveL¢ RIY,M CASTING DETAIL Norroxux tsrwo gip„ WNEl6ViSPlltf�6 WEWEUTOL6TWGIigx rxs�rca eFu.: . xtPFaw>�mre OEWEL BpP5F1YER CASTING DETAIL rrorroaw�e crsrgo I '4 Fu*e WELD PLATE DETAIL FB#193544 Norrosrue 0" 132' 108" 1 I II 84' W r, �I � II ARWavE➢BY xm•..aF ,m. n,Faad 'O WMhfe OH, INC. .y.ysW Wy.mp[p 1. TYPICAL 6' FLOOR; SEE MISC. DETAIL SHEET 2. ALL REBAR GRADE 60 TYPICAL SEE MISC. DETAIL SHEET FOR A: REBAR SIZE & SPLICE LENGTHS 3. DIAGONAL DIMENSION - 332 3/4' ELEVATION KEY 4. PREPARE FLOOR FOR TILE TO CONCRETE =h O BOTTOM LAYER: VEMCAL 16 REBAR 0 6' 0 BOTTOM LAYER: HORIZONTAL #6 REBAR 0 12' O.C. REM N0, 1 PART NO. OTY.. . DESCRIPTION DWG. NO. I 2 34 POCKET FORMER 3 810- 11442 73i REBAR, 3 3 8 GRADE 50 4 5 6 B1Q-11443 911.8' REBAR: 6 3 4 GRADE 60 7 810-11450 4 . REBAR BEND 3X 24" 90' 8 197748 8 TNT, LIFTING ANGLE ASSY 3 _ x 5 x 5' Y. 12' W1 #7 OWS CENTER POCKET FORMER 9 193544 4 WELD'PWE 4' X 4" 10 810=11400 1.25 WIRE MESH 11'=6 x 20'-0" D5-05 � 1r �py OI O, I� _ _ I _ _ I(// 143' 31q. IS 132' I.I II 108' 2. 84' I I TIED TO DOWEL ' I---@ BAR SPLICERS -� BOTH ENDS; TYP. u So. • 10 n II II 36 8: O I 4 �- ,2pUG 0 8 1017 _r_o 1 J"l1I I1(1T 7�� O 3 m V N K .25'-0' [3007 DTASLL3T• • si FLOOR n 1 300.0 s4 . 1L ,'7711 Illlt\ t` 7xE5E vuM4; ARE ixE 1300 DAVENPORT DRIVE MINDEN, LA. 71055 sm OF lot mo ph (BOO) Bxa-z61a Kww.mre6aod.mn, ,;._ 'ROXCowuORa OF w Woo mAONILOS m 1xe lm om'�'wl FLORIDA POWER AND LIGHT[ORWROmF S uv�, AMDUND of 12 —0 X 25 -0 EQUIPMENT SHELTER F I B R E B O N D OR ***NORMAL WEIGHT CONCRETE*** b MBVI➢M/LL _ fAORC wF1RFDWJiE pFl�Nbw�BP"FE➢ AbVE1f1iGL FO .Mom �O 'VCEIbEMrOnV REWFORONOBM ROOF SECTION "B-B" HOf1050UE E%IENIORGIIO]]F '. F G/ST"GBEp PAe50LtEe ROOF SECTION "C-C" xnrmswe Mon ROOF POCKET FORMER DETAIL NOTiO5 0' 86' m u v 62' 38, 26' g^ - 4' aIa 0 £63MWbrMb.W RWR `A NN+µftlQurM IbruM Ys,bM1fMpaYt[ llni One NtbVbLi FOAM CORNERS TO BE CHAIWERED 6" AS O• 4m 7 N 7i0 '7O m� pG0 �N iv ui N� fV h -- ROOF 312.4 sq. TL I. pal 38' l 0 26" —2AUG08201751 3 TAT 11„�, 57, -20 £ SECTION A -A" AV ",,&f eji§-Tlk 1300 DAVENPONT DWVE MINDEN, LA. 71056 pR(800)824-2614 w"XbreboWmm v•sue, FLORIDA POWER AND LIGHT -0 X 25 -0 EQUIPMENT. SHELTER F I B R E B O N D N-OTES., STRUCTURAL LAYOUT A. 1. ALL REBAR GRADE 60 TYPICAL SEE MISC. DETAIL SHEET FOR mum wmmvm a ROOF PANEL REBAR SIZE & SPLICE LENGTH. WK mm °R roja ELEVATION KEY 2. DIAGONAL DIMENSION - 338 1/8' �v W` DL mm 07/06/"V. n�4M REV. BY pAE RENAON APP.. DATE 80N BATE T" CMIZOM RA K 0vp1C me OR ALL BUILDINGS MUST BE LIFTED FROM ALL LIFTING POINTS LIFTED FROM ALL LIFTING POINTS SINGLE BUIDING SET UP PROCEDURE: I. INSPECT BUILDING UPON DELIVERY FOR DAMAGE DURING TRANSPORTATION. 1. REMOVE LIFTING BRACKETS FROM SHELTER 1 CAULK AND GROUT BUDDING. 4. ATTACH 71E DOWN BRACKETS TO SHELTER AND FOUNDATION USING ANCHOR BOLTS. 5. INSTALL AND CAULK ALL ACCESSORIES (EXTERIOR LIGHT. CANOPY, ICE SHERD, VENT HOODS, GROUND BARS, ETC.) B. INSPECT ROOF AND ROOF EDGE FOR DAMAGE CAUSED BY OFFLOAD AND REPAIR IF NEEDED. 7. CLEAN WTERIGR AND COMPLETE ANY TOUCH UP PAINTING AS NEEDED. B. CHECK DOOR ALARM FOR PROPER OPERATION, 9. CHECK LIGHTING AND AIR CONDITIONING FOR PROPER OPERATION, 10. INSPECT COMPLETE BUILDING FOR COSMETICS c. .M.1 k MULTI —WIDE BUILDING SET UP PROCEDURE 1. INSPECT BUILDING UPON DELIVERY FOR DAVAGE DURING TRANSPORTATION 2 REMOVE LIFTING BRACKETS FROM SHELTER A ATTACH TIE DDWN BRACKETS TO SHELTER AND FOUNDATION USING ANCHOR BOLTS 4. INSTALL AND CAULK ALL ACCESSORIES VENT (EXTERIOR ODS, GROUND EARS,EET ). 5. INSPECT ROOF AND ROOF EDGE FOR DAMAGE CAUSED BY OFFUDW AND REPAIR IF NEEDED. 6. INSTALL BACKER ROD AND CAULK EXTERIOR WALLS AND ROOF. 7. INSTALL FLASHING ON ALL INTERIOR MOD. LINES B. MAKE ALL CONDUIT AND CABLE TRAY CROSSOVERS. 9. CLEW INTERIOR AND COMPLETE ANY TOUCH UP PAINTING AS NEEDED. IE ALL BUILDINGS MUSTBE LIFTED FROM ALL LIFTING POINTS (DOUBLE WIDE) ALL BUILDINGS MUSTBE LIFTED FROM ALL LIFTING POINTS (ROOF LIFT) f- 10. CHECK DOOR ALARM FOR PROPER OPERATION. OFFLOAD 1. N07E5: BUILDING 11. CHECK UGHIING AND AIR CONDITIONING 2. ALL CABLE FOR PROPER OPERATION. ETC. SHY 17. INSPECT COMPLETE BODGING FOR COSMETICS BY OTHER 7. ALL UFRNI 4. 1 1/8' VA 5. ROM BI SHELTER 1 PLATES (5 AT EACH I S. OFFLOAD 0 Per Local Approval and Inspection ° POSmON. NOT ACCE SHALE. BE USED. AMETER FOR SHACKLES. �'D'I OL w Ab`ebwdmm FLORIDA POWER AND LIGHT ALL BUILDINGS MUSTRE LIFTED FROM ALL LIFTING POINTS A4G, A 1$17017 J. IE IV -.OuseAL YAF111111� IER. FIBREBOND DR iss =. Nd #=-nxr2. .44 - -- ,,a '1-11630 Exterior INTERIOR Nat Mot wommimmmm 1. FOR WAVEGUIDE, DOOR CANOPY, AND EXTERIOR VENT HOOD INSTALLATIONS, USE 1/4" X 1 5/8" HILTI HPS IMPACT ANCHORS, #854-22496. 2. HVAC MOUNTING, USE 3/8" X 1 7/8" SLEEVE ANCHORS (#854-00046), WITH TAMPER RESISTANT BARREL NUT, (#853-00159). 3. ALL INTERIOR BOXES, PANELS, STRAPS, ETC. SHALL USE #853-10B48 SCREWS. LARGE BOXES AND LIGHTS NEED TO HAVE WASHER #855-11513 WITH SCREW. 4. FOR EXTERIOR BOXES, USE #854-11528, #855-11529, AND #853-11533 FOR ANCHORS. 5. ON CONCRETE WALLS, MOUNT SHEETROCK 16" O.C. USING 3/16" X 1 1/2" HPS ANCHORS, #854-15111. MOUNT FRP OVER SHEETROCK USING 1 1/2" COIL NAILS, #854-11841 12" O.C. FOR LIGHT WEIGHT BLDGS. FOR C2 BLDGS., USE 1/4" X 2 1/16" HPS ANCHORS, #854-11501. GROUND BAR MOUNTING PROCEDURES �", �m m� o�.mw xa.,. N ftNC.,- bY.ls Rmom DATE I BOM I WE 1300 DAVENPORT DRIVE MINDEN. LA. 71OSS ph. (B00) 824.2614 w Jibrebon0.mm z... FLORIDA POWER AND LIGHT =0 X 25 —D EQUIPMENT SHELTER F I B R E B 0 N D MISC. INTERIOR DETAILS a loam 07/06/17 me NONE 1 9-1 GREEN INSULATED COPPER D WIRE (HALO GROUND RNG) WIRE TYPICAL HALO GROUND GROUND CORNER DETAIL SCALE: N.T.S. 6 AWG HA 0 GROI DOOR FRAi DOOR WIRE STRANDED GREEN I NSU TED COPPER rSRNEIDEU (T16 AWG GREEN AP) 1PA COPPER COMPRESSION TERMINAL -� POINT BLUM END TDWARD MASTER GROUND BAR LOCATION �R WEAVER CLAMPNMI -� DNSY CHAIN 4 CONDUIT DROPS MAX. HALO GROUND CONDUIT DROP DETAIL SCALE N.T.S. CRIMP 'C' TAP HALO RING CLOSURE DETAIL 16 ASTRINDED WREPPER GROUNDING CLAMP STRANDED WIRE NOT TO DOFND PAST CLAMP ND MORE THAN 1/6' DETAIL #9 16 AWG STRANDED TO EMT CONDUIT CONDUIT HARNESS HS6-X HALO WIRE SUPPORT HARNESS DETAIL (TYP. FOR HALO RING & DROPS) SIRAF 2$3 _ AL HALO GROUND mom uGa W/ 2-mm 55. la f N.ONC-&RREL LUG . CLEAR SNMN( S.S. lO0( WASHER WRAP) SS. MT iPA9OR 1'-,R�—�' Mx. w.a,mF.a.+meq rea.Msaca..e esn.mmn+e+aa.� .TQRwEDava o*v+a �.a.ram w,� apa ow ' ew.e�wa =NNECTION DETAIL w MUN 09a II N RING. SCALE: N.T.S. (REVERSED WRY N BASE MATERIAL 6 S1ECL) 2 EL OWN 8: mmmmm END OF GROUND ERR EACH NO2 BASE M90am. i. GROUND BASS. DETAIL BOLT IEG.HEAD DR Wl ear ANMW"FCN`PGM� HEAD ON OUTSIDE OF SS Flu WASHER ENCLOSURE SS. BOLA GROUND LUG INSTALLATION MAIL SCALE: NTS SEE HALO GROUND CEILING VIEW SHEET FOR NOTES. D♦ MTEO COPPER 12 GREEN FROM W. GB TO RC PANEL (ITEX 4) TO GENERATOR FRAME FROM MOB 12 GREEN AWG i0 CABLE MAT / " 12 A'WD aSITMDED INSULATED COPPER TO TOLD OR 12 GREEN IWS U1ED 12 GREEN COPPER STRANDED C6UU7S0 COPPER Y DROP FROM PLOD STRANDED Y DROP GROUND TO MGB D'DU HALD GROUND rl: 70 DNERIDR GS AUlq 17 g :2a R7920 k. STATE OF ? = @` .y o r41 o 10 90000000000000001 J2 SOLID TINNED DROPS COIL 10'-0' INTERIOR GROUND BAR \0, TINNED COIL 10'-0' li � :L� _ i GROUNDING LUG CHART FB # WIRE SIZE. HOLES HOLE SPACING 830-12673 #2 830-21380 #4 830-21023 #6 830-21024 #2 830-11703 #4 830-22172 #6 830-20626 2/0 (2) 7/16'� 1" 13GO DAVENPORT DRIVE MINDEN. LA. 71( ph. (BOO) 824-2814 ww Abrdmdcom FLORIDA POWER AND LIGHT OL OR F I B R E B 0 N 0