The URL can be used to link to this page

100 Gordon St - E04-001175 ( BRIGHTHOUSE) (TEMP POLE & NEW ELECTRIC FOR BLDG) DOCUMENTS^� J CITY OF SANFORD PERMIT APPLICATION Permit # : l/ J I L/ / Date: Job Address: l� k t Description of Work: _ t - l e-C_T± Gt Historic District: Zoning: Value of Work: S �l> 6 0G4 . Permit "Type: Building Electrical � Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service - # of AMPS r, UC> Addition/Alteration Change of Service Temporary��ble Mechanical: Residential Non -Residential Replacement New (Duct Layout & Eirednergy Cale, Requ)- Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair - Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: e Construction Type: N\C- —# Of Stories: A # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: (Attach Proof of Ownership & Legal Description) Owners Name &Address: 0 1 IV Phone: Contractor Name & Address: e.0 D r- /1 J D G !' L Z State License Number: i' 00 O % Phone & Fa - 37 () 2 ^ �C % u " % "7u t ntact Person; `tIQ �� Le / J Phone. 2 I� V G '-3 Bonding Company: Address: Mortgage Lender: Address: Architect/Engincer: P '_it t ed Phone:%-/ ^ 7 dy' Address: Zood r' Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction, I understand drat a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT, NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien/�-aw, F 713.. Signature of Owner/Agent Date Signature of C ntractor/Agent Date �- Ma r do I -e A Yrint Owner/Agent's Name Print Contractvc/Agent's Nam Signature of Notary -State of Florida Date Sigrid re ry-State of Flonda D1~BBIC BLNTON v MY COMMISSION #A DD IOU491 Owner/Agent is Personally Known to Me or Mn EXPIRE`: February2g p00-` Cont ProducID`'-YKESR�`I' nowntp �O • C?� ',7 �� r Produced [D_ryhsco fit APPLICATION APPROVED BY: Bldg: Zoning: Utilities: FD: (Initial & Date) (Initial & Date) (Initial & Date) (Initial & Date) Special Conditions: ( EIRr 10!7, A53rr11X Y - PGF? ('I r CY- SAN/ --00 SPrc: , PAINrIr11WAN PLR L D.R. NATIONAL PRINTFAST NO. MA 2406 1, JAL, U 01,02 r9 40 II1111R9 WORE UIG01a CALL '9U[ 19111)r- 9 I A I Ec (AW 101 FREE I-1)ov--�13z-� rr0 Uf IVE:Rc:Rrlthl<7 l)IILIIH:9 IJ711FrCA 1kI1J �� CEM ER OF FLOR1)A eu/, LO . w P.I.V. I -Pr c :(\s __cIION G: V. { 4 ° UAL., vr-) r roR elllF6K VALVE _ - t�" 167 4' Q_CLu(.:Fr2 'I I T 111-T—W -r rr r I I t r r r r" I I I r 1 _t "�'�'-� �"� • � � * M° -T I. ALI, r1'.F 111CPA1119 91114.1. 17f REAUIJ ACCE59LIE WIIIM)f 111E WEV 10 J"I ou r,--) Qc�vl 10lREARC(GT-IAtJiIz ME: IIIot IVR`IF IIIIORAIM AW ruE�VEPAr(Ilkrll COIItG' i�u�0 l -tai- r� F ! -' 111E GUf Afl19IIWE9 ME VR(AX)If Oil 911F. JI-I -�-O CAVAO(F. OF COVf'OR.I1111: LoW.11 Ir'rI.'Er) 13( Rrsi,cw1k: ArrAIM109 OV 1JO1 LF99_— MAIJ 20 FEEL AJV WAIL M 11AMAI10 V[, UQ C01191RUGr1011 C I. All E0111'. V1111(:t PAW? 8, F W V) UTA1 PRr 9110'01 Ott 11,10 � �� / �1 � 1-Z P•nr: AfFI'.0A11AIE 1.'ICA11019 OAVEV (11 A. -l"11A °I)PVFf FRUV170 PY V1111C11 9L'RVE111G, W. rrLV VERK'Y AIL Exl9t, 111111Y IlrO Fp.M IO COMIRUCIM ) IBJ i..•F /� 1..�______.� NATIONAL PRINTFAST NO. MA 2406 1, JAL, U 01,02 r9 40 II1111R9 WORE UIG01a CALL '9U[ 19111)r- 9 I A I Ec (AW 101 FREE I-1)ov--�13z-� rr0 Uf IVE:Rc:Rrlthl<7 l)IILIIH:9 IJ711FrCA 1kI1J �� CEM ER OF FLOR1)A eu/, LO . w P.I.V. I -Pr c :(\s __cIION G: V. { 4 ° UAL., vr-) r roR elllF6K VALVE _ - t�" 167 4' Q_CLu(.:Fr2 'I I T 111-T—W -r rr r I I t r r r r" I I I r 1 _t "�'�'-� �"� • � � * M° -T I. ALI, r1'.F 111CPA1119 91114.1. 17f REAUIJ ACCE59LIE WIIIM)f 111E WEV 10 1RAtMVER9E 9WAI.E9, VIICOMFIC. - C) IAlu 1 I.1 rfEr 10 91VE.13 N. 11, q Mf 3 )�� + > /)v( 10lREARC(GT-IAtJiIz ME: IIIot IVR`IF IIIIORAIM AW ruE�VEPAr(Ilkrll COIItG' 3, wAlro foprrr:-riG' we.- n.4rror9 QIIAL.L Ve AVALAME At lire. l -tai- r� F ! -' 111E GUf Afl19IIWE9 ME VR(AX)If Oil 911F. 4. AGCE99 911MI, VE FROVIVFV Bf Ail U)UE)91R11CIFh mt. wowfrt pl?IVIr: 9UVIWE CAVAO(F. OF COVf'OR.I1111: LoW.11 Ir'rI.'Er) 13( Rrsi,cw1k: ArrAIM109 OV 1JO1 LF99_— MAIJ 20 FEEL AJV WAIL M 11AMAI10 V[, UQ C01191RUGr1011 fL J Yccr > 16 i1/L c. (/-�r ,) 4/1 aft.<Ji%c�f� I. All E0111'. V1111(:t PAW? 8, F W V) UTA1 PRr 9110'01 Ott 11,10 � �� / �1 � 1-Z P•nr: AfFI'.0A11AIE 1.'ICA11019 OAVEV (11 A. -l"11A °I)PVFf FRUV170 PY V1111C11 9L'RVE111G, W. rrLV VERK'Y AIL Exl9t, 111111Y IlrO Fp.M IO COMIRUCIM ) IBJ i..•F /� 1..�______.� 6, 11r: F12OV09EV WAIM 1AV VAIL tir r.PMIME9 Yr1111 51i[A 16 r:'AMY rHtRC6LI11pAGllt,'R10 �11'E (;It (19AIIN1 W111 �CIOR 191 10 PE r- � �! I I G �� )-t 0") 1 1,.J � l /` 111011. _ zM__ rVI? All( rr'%Mr.E Ir FAT111G ROAVWAY OR 3VEWALK9. A>;Ro LMJEI & GORVO1l 8r. 91 UU (. (IE KFN f GI EAIJ VA[.Y, 1. All -OW 413 11(409 HOME 10 COIIACr GItY or 9N1"CRV moot/ IVORY,9/ UI01E9 VEP"1. 10 419PECI ALL LOCA11019, 9AIIF'LE9, 1AP9, CORE MUMS E10. Alor-lr?oX. r.ocn rrc>N or 0" PVc 91 v our Ford rvr- sr-r?itio 1'17/ vE 1 FC 1 p2 G7 lF"�Y VAI VE `l . :2.)cc�v u "FFICE Mly �U � 111 IoY omr_R 3) rrrto VEf.?r1' EXACT 510LL OF LOG%11EO kJ PLANS REVIEWED IOCA IION PRIOR 10 CM3 I' n i Exo r. um1 r )' I"mEI m CITY or. SANFORD EIRE Id SEP, 0 By. , SalufOrd ,• rte' �._......._ ._� nom. W �% �' r xi LING � � __ . k - —ly 11=— d�1� 1---- 1-1 � L L MI ExlS lii lc SAHHAIZY MANIIDLE l SAIIIIARY MANHOLE 1 . fO('�7rJ,5E3 _ t t' u-1 � �INV 15.32 Irl 8�'1-� I ' CC� IIIvH.9T, ur)u -IliZr�ri�.� a � ) CAI' LE3iUt1 \ � ' cx�r�usivr c�lyr ()l-s�;�rl�izu tUiY SI Iz , ,r5 n� r�rl�i_i � • I I 1 .Yr /s_aMl wvww, Vw.r O 'T H /1 A IWM.. arMM NV_M r r _ q _ _ — - M _ _ Y r -�'V 1 11 -.`- "• `M I I I .r 1 �( 70 I'M ui, �'�t� ' � ■ I O I LZ I I I 1 •-` nI _r..- w.._ r r.. r., r.w__ r r r_.. r r � ■ I - I I I `! 1 r� I ( I PIlA91 I PALM PI IASE N PAVING' I I��._--- ■ I I I ■ ISI I � � I 7• I I � N )UP I 1 M I I I ------------------------- - I A rr(7r 03F_v I1.�7 I .F. M 6" r rc 5ANIIARYIII i • Yi , 9F tiff? ---t IIN:.91. UPr a 1/d , r -T R I -.F, U, 11'/ 36" 11/1J 9 VR. _-•..n�: �'I . ----------- w.., .rw____-r.r ,,) - ----.--.------------------..- I E�: _I t�====---__-M_----- l -_-------- --------------- -- ==--..__-----_--------------- [_) i I l I l y`v J� 1 P11�1 SF PA I''INW _..---r-- --.A ,u ( ,u i�I Cl �� PI A5F I PAI 1r, I ( 04 610MUlNA]I: 117111 /1F,C1111FCMRAGV4> ! I PI ANS FOP HI t=r?NAI.- MU'10kl ry`' "ti "- ■ I c S'I i;) ; u� l �� `� . 1' 1 FOR U11 Ir)' r PG: 11ES • e ~ ` �. //VI,1 ll, I U) tXlSl� " II',1111? ii Ir. --P20POSEU 7" C. r 1AIN, Flr . p VFPIr Y l i ° ' &. AI_ ("E f�rJ,! M `rD 1116 L.F. M XACr" l-UG'AIIUIJ II u11 �° - w.___r_w_rr-._r. __.■ ► !�! uv) r/r=r IIrJE C� rI x ? E _ F ) .�1 `-YL / ( I i' i (-< U �t�t� W/ 30" 11H. G'VI?. `\`\ 7 tit a • ■_. / \ -I 100 �> r, IOW... -...,, _ ■ .r2�( _I I -- i..l l l PFR G!l Y 0, - Sal r� "DRU SPL C'S. I I { •I. t[ Uj h`1 :1 �. ••.+J rrw rrr a«... __ �� > I f jij ` `�() I I I n • IY '_y II • 11 17e l.,/ ku " 11'• WO. PVC ,,• z" r-olileLE POMP 1 PAI'kJu PlMrf I PAVING' I ''� S�ivULF lig/ G: V. �. rrt7P. ct Fel A10Ur `G ■ + ` � �� Ndl! - 30,5 • .. ■ \ N �11FR �r:(?Vr 1G o I •INE ...,_ --r� W/ 36" 11N. CTP. . rw- rr__r ? I FWR 6'11' Or~ 5ANFOP0 SPrC.9. t% -F VVO 5IANC-51: Cc9vIVEl C UON / /t \I �✓ 4 1 I I \ °- �T T _ r r < �}� PCR 01Y or SXV01'rr'17 SPEC"9. C.v70, Awl . %.1 1I� N' iY I 1 I -- n t wl{"�- rwf"••'^+v^'+•••* �� 7r • •• r «v r +. «r uw .r .a .r wr r M+ r r . . .. \\\ �All S GIJ %i '�s Ar'PI?ox, 10 A11C7N OI- H PI C _ I `` I I� I. • I L � �J..:=;; ;�-=--------;�=;-----------------------------------------------_. a SIUf1 CI�IIr�CII? FIRI^ 5r'r%1111:1:L __._�_-_- _��,_ - �__ r"q*.it��q , u (HY 01i/rP.9 FIEL1� VFrn=Y rXAcr ( �� -M --------`- =( I[: I ` E ,Is I II'I(� 1.oGA am POOP 10 CON51: ) \ c�-----------c�-----------o•------'--•-U-----•-----� � _ --��, �__. -- T�--tt�-[>_s•�� i I �r; ,r-i,._....c. nu)11 r< lU' U III_fl Y EASLI,fEf I XIS II► IG WA IE ^ w 1'- �= I 111rn1 �� (I' AI (S, cy J / 1 U' U�IILI (*Y EASEMENT rE tt�rr if ON do � 1 -XIST, I' E/� i302 e c 7� 1 J. J'� I c� F (.'.(1 E �11.�I IZ c _ JI( AI'1F�33132 �...•� {'F- ,L_. 7 L` __. _ __ _._ v u x .... ..� —� - l(( Af'T (I�Li_ZigF3 [�i� �T ('01 \ [ "'r'"""�'.y.a:; .- ..•'i'.` -+'x :._�■ +...w7«+-r�r+'! -' wr w+r.5• I...or IfJ.. .0 r--..."'---'•'."n"'wv'91 YrrI2I...,. ^..-f--+li.�. .!wr`,.-+...«w..�"'^"'"f-�_ww�.+�...+•.- ".,�t.+r..r`,r"""^"*_-""..'^.-..-. ��I`•+--+►'°-►_�•w.i'_w. • "!j^�""°!!A - "' ""°"'—"J7 r . ri * A. :- w ;i ' v•n .. j E.i(911i.rui r4(SIII �: ,=3'a - .; ,,; • '-r, ;.� _ j111�1 `Ir.f�. r W_. -":_ - - t�f - ': -_-� '.E1+r � --- ` �w Ew-- —=-`-�•- w� I - (� �Yr " j� I I Ew=----�-- Ew w- EYY r7r til lLI _W uj L _ _ I M GI ;r- I /611T1l. l , F�YISlIIIU _ _ 1 �r tOCAlttl #I ltrr tt q�(CV Mrlk'002 5 Ir- rn r k XI I �I !{� ( ,�M�t > ss --- Esq -- �Lss �-rss � s �c rss--- — Ess ----> ss �YL_rs � s - cr - (5,9 17\v D- - — -" I )= - ss----- ------> a s� __ _. -�_ �--- - - -- -- EXIS 1111(1 SAIIIIARY MAI(11ULE OP -30,116 IIIv=2(3.28 co CIZt7 _ WAY I d VE WA / `11 PIVAN_SAIIIIANr ('r1AIMULC '4►t�,"m '101 )=31'70 _ IHV==26.96 ..., ,I 5CNA�— 1 20' .... ... _.._...___..,._^-^_—_-_-.. - r.w.w:v.,.[ w.v+ar.....srn+ �.n..m...rnww.wo.nnt�+tti+w.w1>ww•.ry.nxr+w...wrn,,r�T+.r mrc�•�rr+www.U►x�wTw.n*.*ttnar.�n•,u:rw�wTr•-.+..trrw*+c�..,rwrvns+.vvw.n.l.rrrarmw.cwws++tm.w+wwvnrncw+nr mrmmm DRAWN RECEIV(ED - 0 FEB OV 2004 "-J-12-v 1 1- U144L., -JL NI./ \I-./ NII. -Al \11/ JL \\-v JL--/ a \4 JL -JL 'U �ll 11 -11 -L TAX PARCEL 11) # 27-lq-30-504-0000-0010 TAX PARCEL IP # 27-Iq -30-504-0000-0020 S',anford it By �� Pc�keve, tion My, Date: y CI FLATYMOF SA�9�ORDllH H H U U II 1 II 1 SHEET No. SHEET TITLE C-0 BOUNDARY - & TOPOGRAPHIC SURVEY C-1 SITE PLAN C-2 PAVING, GRADING & DRAINAGE PLAN C-3 UTILITY PLAN C— 4- DETAILS C-5 SECTIOT'�'D C-6 FDOT TI AFFIC PLAN C--7 STANDA",I) UTILITY ,DETAILS C--8 GENERA,, NOTES 9 LANDSC.,.,,PE PLAN ES -1 SITE Ll(,,:.HTING PLAN. (B'Y,, OTHERS) A-2.01 FLOOR "LAN A-2.02 FLOOR PLAN A4.01 ELEVATIONS & BUILDING Stjk-,TIONSi. ,,,,!, A5.01 'WALL SFCTIONS & DETAI][IS..,-." A9.01 SPECIFIC ,CATIONS A9.02 SPECIFICATIONS A9.03 SPECIFICATIONS S-0 STRUCTURAL NOTES S-1 FOUNDATION PLAN S-2 ROO F, FRAMING PLAN S-3 TILT WAJ..4L PANEL ELEVATION S-4 TILT WALL REINFORCING S—.5 STRUCTI.JRAL DETAILS S--6 STRUCTURAL SECTIONS S-7 STRUCTURAL SECTIONS M-1 MEC HANTCAL NOTES M-2 MECHANICAL PLANS P---1 PLUMBIT,-G NOTES, 1'-2 PLUMBIT`G PLANS FP -1 FIRE PROTECTION PLAN E-1 LEGEND, ABREVIATION AND SPECS E-2 LIGHTING AND POWER PLAN E-3 PANEL SCHEDULES AND RISER". DIAL. PENSACOLA SPRING ROCKLEPGE TANPA N E 1- [3 O'U rl), N LIFE SAFETY �EkO BEACH OCCUPANCY CLASSIFICATION PE UR VI GROUP W "WINE" 0 RASOTA CON15TRUCTION CL-A561FICATIQN LAKE 41 OKEECHODEE` TYPE IV, UNPROTECTED, ePRJWLE0 GfR066 AREA: OFFICE .64%C=A - 2)U3 "r. 75 WAIIRE""4E AMA - 6,513 "P. WEST PALN bl�ACH TOTAL "P.- 91- 3w 95 5r§a:5:E9l KL -ER SYSTfHM: YE6, MUIDEP IN Tf4lbPROJECTD N Y E R'S FIR 'Al-AF�m 8YSTEM: YEINCLUDED IWTHIS"EC7 FLUM51�jG CALCUI-ATION6 Per'Table 403.1, F�3C/Flumblng 2001 84 Ft. LAUDERDALE ®I cuslrlE66) 1� CALCLLATI" MASED ON 8,1%6 C -OW DIU C -AF/ GRO" 41 CA, MALE 08" a 2 REWIFRED - 4 FTQOVIPEP MALE 88.60 a 2 KE41,11FRED - 2 F414OVIPED MALE 881W a 2 REQUIRED 3 PleZMDED FEMALE S&M a 2 MCMIMO 2 PIR40VIDED MAW a I MQUIMP - I PROVIDED a I IREWIRED - 1 PROVIDED APPi JCABLF= COPFE6 * FLORIDA WILDING 0409 0950) 2001, KEY WEST * FLORIDA PLUIVIN3 COM, 2001 • FLOMPA MEWANIGAL CODE, 2001 • FLORIDA FIRE PREVENTION CAO0E, 29MI NEC• IM • WPA WK 20M • TWIS AVIEKIC," UAT" 016AI51LITIE8 AC-CES81151LITIES IMPLEMENTATION ACT (ADA) OF toW, FLOMPA AMEMC," WIT" DWall-ITIES ACT C* tftl ARCHITECT: SURVEYOR: OWNER: HOLMAN SUNAN ARCHITECTS KITNER SURVEYING BRIGHT HOUSE NETWORKSDROOR . 2101 S. WAVERLY PLACE, SUITE #100 P.O. BOX 623 CONTACT PFR50N3767 ALL AMERICAN BLVD. AD dl TON KEARNEY ASSOCIATE, 1,.r-* %.e. NFLBOURNEI- I �3280 SANFORD? Fl- 32772 EB - 0007218 NOEL DROOR, PE #37259 CONTACT PERSON' VAUGHN HOLENAN CONTACT PERSON: R. E31 -AIR KiTNEP, ORLANDO, Fl, 32810I aura ''I PHONE (321) 768-.7887 P.S.N. NO, 3382 PHONE: (407) 532-6522 580 N. Wickham Road., suites Mel 'O FAX. (407) 667—q522 FAX' (321) 676-5660 PHONE (407) 322-2000 TEL (321) 253-8233 FAX: (407): 322-2003 FAX (321) 253-8232 N44 1`2 v SANITARY MANHOLE SANITARY MANHOLE "r I TOP=29.56 TOP=29.60 `- --� INV=15.32 INV -14,94 X - - -- x 19, 52 X ., X X � � X �-----------292_----------------_------------- x- - 29 80 8 PVC --2.21 - 2 �8-_------------------------------- zr3-�9----------------------- 29.59 h___-_--____ _ --------------------------------------------------- _.._-�.-_-�,_z-- -- - -------------------------------------------------------------- �_ ,= _ __ _ =--_ __-=-_QTR E JXCd.52 X X N 89"541261) E 5 0 0.9 ?' X ------------ T- - x k ►�`V, -9 X 1 ZY. 5b29. 3� �� ) • UU, 2906141) IRON & 29.73 29.43 29.57 2 4 0.9 2 ` 29,3�J (1 IRON & 1 CAP bLB2108 V CAP #3382 EXCLUSIV.� CITY OF SANFORD CITY SERVICES EASEMENT ' & 15' 15' EXCLUSIVE CITY OF SANFORD CITY SERVICES EASEMENT � I CAP cAP #3382 -----_ I I FOUND 414•• I CONC MOO #3382 I I I I I I I 1 I � I � 2 I I I I I 29.64 29.92 29.69 29.57 �£3?� 8 X 29.13 X 29.13 X29.12 X29,10 X 29.01 X 29.27 28.99 X 29."12 X29.12 2 X 29.09 28.56 (J') OZ9 0 )9.05 (Jl M N -P W 28.94 I pq00 � I I I � X I X I O 0 c 29.6 0 I < .1 29.94 I C) ' CA -i X 29.23 X I TOP= 30.15 o 29.22 I I I INV -26.75 I 0 ' 29.85 '� . 0.02 29.90 29,' 5 1 z 0 I I I Q W X 11) ' 1 I n I X I X X ;`�- 29.39 o 29.57 29.37 29.53 V) I z rrl I < I I 29.48 I ; I T -1 I I l rr1 X X C/) ; 29,35 29.42 X 29.13 X29.12 X29,10 X 29.01 X 29.27 28.99 X 29."12 X29.12 2 X 29.09 28.56 (J') OZ9 0 )9.05 (Jl M N -P W 28.94 X 28.71 X 29.13 X 28.80 0 N --- CATCH BASIN TOP=29.94 INV=26.44 X29.07 ---------------------------.----------------------------------- ----------------------}-------------- '� s ; IRON & TRAN`�. 10' UTILITY EASEMENT IRON & I VF�O�U�NI D IRON & 1Q'--U-TtCiT EASEMENT X ;1+ cAP 3382 E - E E E E --fit i-EYFn-I�-t✓ LWWE- 214 E i CAP#3382E E E- E-- ' E E E_'..i;m_VY�-E!�T_e -k E E E-..- t wA(ER� 32.37 ..,,. - - X 31.60 METER LIGHT POLE METER w w 32.07 w yy W w �BT�R- I _ 31 3 >> w- 4, _-- - -j w-- w w w w w w N 89 9 E 49.5. - _ 7-=7-S - 32.64 -f -31.� �3 167 ------ ----------------- ------ ------------ ---- -� _ --- - --- _____-- ---------- --_---_--=====8'=F'VC==_==_�__=-_------�K�v. �_-- - --_-��X 8 VC _ _ _ __-- T -R = 1.9 32.39-__ f- -------------- ---------==_- __=______ ___�--- ------------ ----- --------------- ---------------------=------_-------_-- ------------- -- - 31.66 32.83 a -- =-- ----_- _ rte -- 3 30, 25 30.5 0. 30.53 ��-46 3 2 31.64 II II II I II _ (r)I 31 76 31. 3 X 31.39 31, 70 - 31.98 32.29 X 32.50 i1 31.84 N U� 30.90 CATCH BASIN TOP=31.75 INV=26.70 SANI-rf,RY MANHOLE SANITARY MANHOLE 30.38X30.60 30.50 TOP= '0.46 TOP=31.70 INV=2 `',.28 INV=26.96 PLAT OF "BOUNDARY and TOr<'OGRAPHIC" SURVEY for , BRIGHTHOUSE NETWORK Legal Description LOTS 1 and 2, GORDON SUBDIVISION, according to the Plat thereof as recorded in Plat Book 56, Pages 47 and 48, of the Public Records of Seminole County, Florida. SURVEY NOTES: 1) Only those underground utilities or improvements shown were located by this survey. Said locations are based on above ground markings by others. X 2) Bearings shown hereon are based on the North Right-of-way Line of Gordon Street being N.89054'29°E.. 30.56 30.75 30.52 3) Elevations shown hereon are based on Seminole County Vertical Datum. 4) The above described property lies in a Flood Zone X. 5) This survey was completed on the ground on 13 March 2003. SURVEYOR'S CERTIFICATE This is to certify that this "BOUNDARY and TOPOGRAPHIC SURVEY' of the above described property and the plat hereon delineated is an accurate representation of the same. I further certify that this survey meets the Minimum Technical standards set forth by the Florida Board of Surveyors and Mpeers pursuant to Chapter 61G17-06 of the Florida Administrative Code pursuant to Section 472,027 of the Florida Statutes. KITNER SURVEYING, INC. R. BLA!R KITNER - P.I.M. No. 3382 . - P. 0, Box 823 - Sanford, Florida 32772- (407) 322-2000 Not valid without raised seal of Surveyor SANITARY MANHOLE TOP= 32.21 INV= 27.71 CATCH BASIN TOP= 32.52 INV=26.57 w Q U PROJ, N0. 03-212 • WNa as pq00 I }29.99 *,30 29.6 .1 29.94 I I I - CATCH BASIN TOP= 30.15 I I I INV -26.75 I . I W X 11) ' 1 X I X X ;`�- 29.39 o 29.57 29.37 29.53 U I X 3.0 - -•» 29.48 I ; I SIGN �.�.. X t , F --1z ' ' ' 30.12 30.38 Q.17 42 = �-- ----------- - w I I ; o --- -------------------------------------�->--, L ----------- � �� .----= ` --- ----------- ----------------------------------- -�---------------------------- X 28.71 X 29.13 X 28.80 0 N --- CATCH BASIN TOP=29.94 INV=26.44 X29.07 ---------------------------.----------------------------------- ----------------------}-------------- '� s ; IRON & TRAN`�. 10' UTILITY EASEMENT IRON & I VF�O�U�NI D IRON & 1Q'--U-TtCiT EASEMENT X ;1+ cAP 3382 E - E E E E --fit i-EYFn-I�-t✓ LWWE- 214 E i CAP#3382E E E- E-- ' E E E_'..i;m_VY�-E!�T_e -k E E E-..- t wA(ER� 32.37 ..,,. - - X 31.60 METER LIGHT POLE METER w w 32.07 w yy W w �BT�R- I _ 31 3 >> w- 4, _-- - -j w-- w w w w w w N 89 9 E 49.5. - _ 7-=7-S - 32.64 -f -31.� �3 167 ------ ----------------- ------ ------------ ---- -� _ --- - --- _____-- ---------- --_---_--=====8'=F'VC==_==_�__=-_------�K�v. �_-- - --_-��X 8 VC _ _ _ __-- T -R = 1.9 32.39-__ f- -------------- ---------==_- __=______ ___�--- ------------ ----- --------------- ---------------------=------_-------_-- ------------- -- - 31.66 32.83 a -- =-- ----_- _ rte -- 3 30, 25 30.5 0. 30.53 ��-46 3 2 31.64 II II II I II _ (r)I 31 76 31. 3 X 31.39 31, 70 - 31.98 32.29 X 32.50 i1 31.84 N U� 30.90 CATCH BASIN TOP=31.75 INV=26.70 SANI-rf,RY MANHOLE SANITARY MANHOLE 30.38X30.60 30.50 TOP= '0.46 TOP=31.70 INV=2 `',.28 INV=26.96 PLAT OF "BOUNDARY and TOr<'OGRAPHIC" SURVEY for , BRIGHTHOUSE NETWORK Legal Description LOTS 1 and 2, GORDON SUBDIVISION, according to the Plat thereof as recorded in Plat Book 56, Pages 47 and 48, of the Public Records of Seminole County, Florida. SURVEY NOTES: 1) Only those underground utilities or improvements shown were located by this survey. Said locations are based on above ground markings by others. X 2) Bearings shown hereon are based on the North Right-of-way Line of Gordon Street being N.89054'29°E.. 30.56 30.75 30.52 3) Elevations shown hereon are based on Seminole County Vertical Datum. 4) The above described property lies in a Flood Zone X. 5) This survey was completed on the ground on 13 March 2003. SURVEYOR'S CERTIFICATE This is to certify that this "BOUNDARY and TOPOGRAPHIC SURVEY' of the above described property and the plat hereon delineated is an accurate representation of the same. I further certify that this survey meets the Minimum Technical standards set forth by the Florida Board of Surveyors and Mpeers pursuant to Chapter 61G17-06 of the Florida Administrative Code pursuant to Section 472,027 of the Florida Statutes. KITNER SURVEYING, INC. R. BLA!R KITNER - P.I.M. No. 3382 . - P. 0, Box 823 - Sanford, Florida 32772- (407) 322-2000 Not valid without raised seal of Surveyor SANITARY MANHOLE TOP= 32.21 INV= 27.71 CATCH BASIN TOP= 32.52 INV=26.57 w Q U PROJ, N0. 03-212 • WNa as pq00 cY o T z - v� �o 3� APPLICANT: ENGINEER: SURVEYOR: ADJACENT USES:XIS •STING: BRIGHT HOUSE NETWORKS DROOR & ASSOCIATES, INC. KITNER SURVEYING NORTH: FIFTH STREET EAST: NEFF RENTALS (WAREHOUSE/FFICE) BUILDING 0 S.F. = 0% CONTACT PERSON: TOM KEARNEY 580 N. WICKHAM RD., SUITE E P,O. BOX 823 WEST AERO LANE SOUTH: QUALITY METALS & KEMPKE"S MUSIC (WAREHOUSE/OFFICE) PAVING 0 S.F. = 0% 3767 ALL AMERICAN BLVD. MELBOURNE, FL 32835 SANFORD, FL 32772 SIDEWALK 0 S.F. = 0% ORLANDO, FL 32810 CONTACT PERSON: NOEL DROOP,, CONTACT PERSON: R. BLAIR KITNER BUILDING HEIGHT: 4 z PHONE: (407) 532-8522 P.E. # 3725q P.S.M. NO. 3382 BUILDING HEIGHT REQUIREMENT: 50 FT. IS Lu FAX: (407) 667--01522 PHONE (321) 253-8233 PHONE (407) 322-2000TOTAL IMPERVIOUS NONE FAX: (321) 253-8232 FAX: (407) 322-2003 BUILDING HEIGHT PROVIDED: 23'-8'' TO TOP OF ROOF SETBACKS: 24'-8" TO TOP OF PARAPET TOTAL PERVIOUS 125,606 S.F. = 2.88 AC. = 100% SA JOSEPH5 z 4 OWNER: ARCHITECT: TOTAL 125,606 S.F. = 2.88 AC. = 100% CORDON REALTY PARTNER LTD, HOLEMAN SUMAN ARCHITECTS REQUIRED: PROVIDED: PROPOSED: PHASE II z 5TH ST. �. NORTH (SIDE) 15" NORTH 20' (FUTURE BLDG.) ¢ � v sj CONTACT PERSON: 2101 5. WAVERLY PLACE, SUITE #100 SOUTH (SIDE) 15' SOUTH 36.0' (TO BLDG.) PROPOSED: PHASE ¢ tj u P.O. BOX 100527 MELBOURNE FL 32g0I u GORDON 31.0" (TO FACE OF COL.) PROP. BLDG. 6,750 S.F. = 0.200 AC. = q,65% FUTURE BLDG. 4,200 S.F. = O,Og6 AC. = 11.4% a � FT. LAUDERDALE FL 33310-0527 CONTACT PERSON: VAUGHN HOLEMAN EAST WEAR)20" EAST 355.0" o w ST• JEWETT PHONE: (q54) 5�5-4536 PHONE (321) 768-7867 PAVING 47,777 S.F. = 1.1 AC. = 38.1/ PAVING 23,471 S.F. = 0,53q AC.= 64.1/ . <LNFAX: (854)561-8242 FAX: (321) 676-5860 WESTRO T) 25' WEST 85.75" SIDEWALK 1,861 S.F. = 0.043 AC. = 2.1% SIDEWALK 225 S.F. = 0.005 AC = 0.6% LEGAL DESCRIPTION: AREA OWNED = 125,606 S.F. = 2.88 AC.+/- AC TOTAL IMPERVIOUS 58,388 S.F. = 1.34 AC. = 65.7% TOTAL IMPERVIOUS 27,8g6 S.F. = 0.64 AC. = 76.1% j PROJECT AREA = 125,606 S.F. = 2.88 +/- AC = 100%SITE LOTS I AND 2; GORDON SUBDIVISION, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT MINIMUM PARCEL AREA: TOTAL PERVIOUS 30,578 S.F. = 0.702 AC. = 33.4% TOTAL PERVIOUS 8,743 S.F.= 0.201 AC. = 23.8% m m BOOK 56, PAGES 47 AND 48, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. MIN. ALLOWED: PROVIDED: TOTAL 88,867 S.F.= 2.04 AC. = 100% TOTAL 36,63q S.F. = 0.841 AC. = 100% Q GENERAL STATEMENT: 10,000 S.F. 125,606 S.F. TO CONSTRUCT A TILT WALL BUILDING & ASSOCIATED PAVING & PARKING IN MAXIMUM BLDG. AREA: TOTAL SITE IMPERVIOUS 86,284 S.F. = 08 AC. = 68.8% Q Q TWO PHASES. THE PROPOSED BUILDING IS TO BE USED DY BRIGHTHOU5E 13,250 S.F. / 125,606 S.F. = IO.q% TOTAL SITE PERVIOUS 3q,322 S.F. = O.gO3 AC. = 31.2% NETWORKS (FORMERLY KNOWN AS TWC) AS A SERVICE CENTER, PHASED ONE (BLDG. AREA) / (TOTAL AREA) TOTAL SITE AREA 125,606 S.F. = 2.88 AC. = 100% WILL CONSIST OF 5,827 S.F. OF OFFICES & 2,823 S,F OF WAREHOUSE & PAOLA RD. LOCKARBOR 5TH STORAGE TOTALING 8,750 S.F. OF BUILDING & ? PARKINGS. PHASE II WILL MAX. ALLOWED: PROVIDED: SOIL TYPE: ''IMMOKALEE" BASED ON SOIL SURVEY FOR SEMINOLE COUNTY DATED Ig66. CONSIST OF 4,g00 S.F OF BUILDING & IT'S USE NOT KNOWN AT THIS TIME, PARKING REQUIREMENTS: 50% IO.g% SECTION 27 THE MASTER RETENTION POND FOR CORDON SUBDIVISION HAS BEEN DESIGNED PARKING REQUIRED (OFFICE) = 0.5 SPACE REQUIRED PER 100 S.F. BLDG. (I PER 200) SUBMITTAL. TOWNSHIP Iq SOUTH TO SERVE 70% IMPERVIOSE SURFACE AREA FOR THI5 PARCEL (LOTS I & 2) PARKING REQUIRED (WAREHOUSE) = I SPACE PER EMPLOYEE 0 LARGEST SHIFT PERMITS REQUIRED: RANGE 30 EAST ZONING: RI -I RESTRICTED INDUSTRIAL PARKING REQUIRED FOR OFFICE AREA = 10,827 S.F. x I SPACE PER 200 S.F. = 55 SPACES I CITY OF SANFORD COMMERCIAL SITE &ENGINEERING PERMIT REQUIREp TAX PARCEL ID # 27-Iq-30-504-0000-0010 DJ T ZONING: PARKING REQUIRED FOR WAREHOUSE AREA = 4 EMPLOYEE 0 I SP, PEP, EMPLOYEE = 4 SPACES 2• ALL SIGNAGE FOR THE SITE WILL BE APPROVED UNDER A SEPARATE PERMIT TAX PARCEL ID # 27-Iq-30-504-0000-0020 N W 5th ST. R/W SOUTH GORDON ST. R/W (RI -I) PARKING REQUIRED = 55 SPACES PLUS 4 SPACES = 5q SPACES 3. A DRAINAGE PERMIT IS REQUIRED FOR THIS SITE THROUGH S.J.R.W.M.D. WEST : AERO LANE R/W EAST : P-1-1 TOTAL PARKING PROVIDED = 150 SPACES INCL. 6 H.C. SPACES 4. A CITY DRIVEWAY CONNECTION PERMIT IS REQUIRED. VICINITY MAP W w CL' _Fff- T I I E E --i co z O O ..._ ._._.. O U U O .. .. .. ..... NOTE: U7 PER PROPERTY 12 15 17 LOCATED IDA LOODTEP A L ZONE El'g5 w w oRON & � MASTER DRAINAGE PROVIDED OFF SITE FOR c 0. 2 C� CAP /EL[32 1 08 OR THIS PARCEL FOR 70% L IMPERVIOUS & C 15XCI IVE CITY Of SA )RD CITY SER 716 EAS•Ef IENT _ 5' EXCLUSIVE CI OF SANFORD C SERVICE'` EASE I1T RMITTED DY S.J.R.W.M.D. # 42 -117 -1177N -ERP v v 96' �.., pU ch II ��- FOUN �,• 70' MP. 66' ll' fi5' ll' l/I"� ll" //' `" W O \ CON] 9ON #3387 w cn p U \ r mpo a 6. /� 9 TYP. J 6UL o v C Q VAN ARK/NG ��`� Q o o ' v o VAN ARKIN �`� V cn 'u o z Wm g LL cv 4 � M - LL) LL ~Cn PHASE l PA VING PHASE 11 PAVING w ¢ QL �0�� O I Z3 - p j I O v o 30" STOP SIGN • `LU a \� O HI -INTENSITY TYPE R-1-1 > Q p PER FDOT STANDARDS (TYP.) a l8' �(� T ` I SEE DETAIL h 24' l8" 5'x6' CONC. a®CEJ -4 -C�- ( l B 24" 50ILP WIDE STOP BAR m P Q O THERMOPLASTIC (TYP.) a- V Q 7 I 25 L.F. DOUBLE YELLOW f, Fq Q z 70' cn z - \ � O STRIPE THERMOPLASTIC (TYP,) rvi �- (46' 0 EASTER MOST DRIVEWAY) i. Q O r� z _J n I U� u w _ - • I p 6 x 18 HEADER CURB (TYP.) l8" 24' l8' 7" 30" . 20' 2 4" 20' 20' 24" 20' Q 20" 24 0 ' �'� O SEE DETAIL . P) _ _ _ _ a 2 20 24 l8 4 /a., lj K ch Z JOB REFERENCE m r- r• O O POINT r r= 0 -<• �I R,_ � 41w �I � F PROPOSED H/C SYMBOL �, SEE TYPICAL DETAIL u PHASE l PAVING PHASE 11 VING Tya CG �• MARKING TO BE THERMOPLASTIC r= = �-i_I O PROP. 6' HIGH CHAIN LINK FENCE S m @ S a Fri.VINYL COATED, BLACK �/'� `►Ti' '1 v Q r� �� C-, F O �� > I PROP. H/C ACCESS RAMP; m r, U) 6 v�• N O U - 1 6 8 8 8 8 8 8 8 E i. I O(TYP.)SLOPE EE iDETAIL ® �" _ _ a m- o o O O O x � � �D - • O �=% ? ^ G TYPICAL ASPHALT4frl -{O� � a 1> m a 8 V loo �) PAVING -- SEE DETAIL ("'1 ui PROPOSED STAKED SILT FENCE O EROSION & SEDIMENTATION in ih \ / P , �� TPS Q CONTROL PER FDOT INDEX 102 5 H Q ��Q U) G) t\ (( �,�-lQ' to u� I SEE DETAIL ui - ; : SIDLL- EWALK ORTYP SEEP D. CONC. PROP. 5'W Q. 0 ••_., PHASE l PAVING ,:.PHASE ll, PAVING- O (TYP,) DETAIL p I Q PROPOSED 12'W x 12'1) r w - ML DUMP5TER PAD ENCLOSURE Ld O O c1� c� O W/ OPAQUE SCREENING ON ALL w Q O a46 V 3 SIDES,TYP. PER CITY OF (L O +' B I SANDORD ORD., SEE DETAIL Q w _ 5 R R PROP, 5"W H/C AISLE l8' 24' l8' E PROJECT N0: - NPA lNG �jo VA PAR /NG p I I W/ SOLID WHITE STRIPING a 70 ap // ' // //" '//' 50" 6 /O" 75" 39"//0".THERMOPLASTIC, AILSTIC, (TYP.) ,200-53 a 26 24' / T P. L I `3" ATE TYP. �f FILE NO: �� N �\ \h I O PROP. 5' PARKING TURNAROUND 20022002-63 C- (6) - H/C SIGN DESIGNED BY: N.D. O I ATTACHED TO BLDG. ro SEE DETAIL DRAWN BY: M.D. - wL_I rY EASEMENT r - R%3� IRON 10' U fILITY EASEMEN I R. _ R% F IRON �. O 12" x 16' OVERHEAD DOOR I U' U TI //3382 �� 37 CAP #3382 . `� ro CHECKED BY: _ _ _ _ _ _ •2��•-�� cAP r�2�o� N.D. M L �' Q ROOF OVERHANG �9 ° � II �� E 495.04 -.. t ti.a s- DATE: 9/8/03 • O PR 12" GATES DRAWING N0: U A B C U U A B C U S STRIPING & DIRECTIONAL ARROWS C-- L. T \ _C`-�THERMOPLASTIC, TYP. C]'\) OE D0N ` FEEET ( ) 2! ' CROSSWALKS 0 DRIVEWAY LOCATIONS, TYP. O 4" THICK X 5' W. CONC. WALK SHEET OF / i+ 1/4"/FT MAX. SLOPE 0 CROSSWALK LOCATION OH/C RAMP PER FDOT INDEX #304 PEL D OR CONCRETE `, P.E:` 5 ZONING R I- I SITE. PLAN CONCRETE ZONING R I- I Y V LIGH POLE, SEE SITE LIGHTING QUALITY METALS „A A O R I V E W A Y DRIVEWAY KEMPK,E'S MUSIC WAREHOUSE/OFFICE SCALE I''- 2O' WAREHOUSE OFFICE REOLEff MR VACATM EABEMEM BETWEM LOTS 1 AM 2. z+�� g0SI0N AW M21NENT CONTROL NOTE.5 I. Sediment basins and traps, perimeter dkes, sediment barriers 7. Surface runoff from disturbed areas that is comprised of flow 12. Periodic inspection and maintenance of all sediment control 14, Where construction vehicle access routes intersect paved A A an other measures Men a to trap sediment shall be constructed from dranaqe areas qreater than or equal to three acres shall be structures must be provided to ensure intended purpose is public roads, provisions shall be made to minimize the transport as a first step in any land--disturbinq activity and shall be made controlled by a sediment basin. The sediment basin shall be accomplished. The Developer, owner, and/or contractor shall be of sediment by tracking onto the paved surface. Where sediment is functional before upslope land disturbance takes place, designed and constructed to accommodate the anticipated sediment continually responsible for all sediment leavinq the property. transported onto o public rood surface with curbs and qutters, the 3. Permanent or temporary sod stabilization shall be applied to loadnq from the land-disturbinq activity. The outfall device or Sediment control measures shall be n worknq condition at the end road shall be cleaned thoroughly at the end of each day. Sediment 2. All sediment control measures are to be adjusted to meet system design shall take into account the total dranoge area of each workinq day, un unless contained within pis adequate temporary or permanent r shall be removed from the roads by shovelnq or sweepnq and field conditions at the tine of construction and be constructed flownq throuqh the disturbed area to be served by the basin. removed within 30 days after final site stabilization or after the Disturbed //2" /NCLUD/NC THE THRESHOLD transported to a sediment control disposal area. Street washnq prior to any gradnq or disturbance of existnq surface material 8. After any sgnificnnt rainfall, sediment control structures qroun13. Under d utility Ines Y shall be installed accordance n shall be allowed only after sediment is removed n this manner. on balance of site, Perimeter sediment barriers shall be shall be inspected for integrity, Any damaged devices shall be with the foilown standards n g addition to other applicable PP This provision shall apply to individual subdivision lots as well IN X 29.52 X 29_- EXISTIiNG 8" PVC X Z1- -.-__ ` X C _FR) - c 4 X EXISTING E E- I 29.31 EXISTING x z X �� SANITARY MANHOLE MATCH EXIST. EL SANITARY MANHOLE c 52 TOP=29.56 Q INV=15.32 X 0� X 2 l �a`� X I \1 d 9 0 5 �- 9 �� 9 9 E t) 0 0. 9�' NV=14.94 �a 29.43 2` . J5 _ ,�.�, ` . 29.57, 29.374 1�J [ ON & �ci 240.92 V C 337 �. 15' EXCI ,'IVE CITY OF SA RD C TY SERVIC^ EASEMENT r 5' EXCLUSIVE CI OF SANFORD C SERVICES EASE NT CL - 1 ;0. 'I Fol. ri i„ 32'3 �5 u'� 70' -yi _ COr C M;]N #338 32 • 3�8 96. a / ,6 2 �' v> v'r� 1 c� rj A o DRAINAGE LEGEND: i 12,3 constructed to prevent sediment or trash from flownq or floatnq corrected immediately, criteria: ' PROP. ELEVATION as to Iarqer land-disturbinq activities. FLOW DIRECTION on to adjacent properties, PROPOSED STORM RCP 0 PROPOSED FOOT TYPE F' INLET EXIST. CATCH BAS/N INLET BU/LOINC NOTE: TME MAX. ELEVAr/ON CHANCE AT THE 3. Permanent or temporary sod stabilization shall be applied to Concentrated runoff shall not flow down cut fill slopes (a) No more than 500 linear feet of one time, trench may be opened at 15. All temporary erosion and sediment control measures shall be P Y ACCESSIBLE DOORS SHALL NOT EXCEED9 denuded areas within seven days after final rade is reached an un unless contained within pis adequate temporary or permanent r (b) Excavated material shall be on the uphdl side of removed within 30 days after final site stabilization or after the Disturbed //2" /NCLUD/NC THE THRESHOLD any portion of the site. Temporary sod stabilization shall be channel, flume or slope drain structure. 00 placed trenches, X 30.8 temporary measures are no Ion er needed. sod areas p y q res ulting from the disposition of temporary measures shall be X applied within seven days to denuded areas that may. not be at anal rade but will remain undisturbed for Ion er than 30 days, q 10. Whenever water seeps from a slope face, adequate drainage or S. INV. = 27.03 - --., permanently stabilized to prevent further erosion and q Y other protection shall be provided. (c) Effluent from dewaternq operations shall be filtered or sedimentation, ESS E 5 ,3 X 32.39 passed throuqh an approved sediment trappnq device, CATCH BASIN 32.8.3 4. Durnq construction of the project, sod stock piles shall be stabilized or with sediment trio in measures II. Sediment will be prevented from entering any storm drain TOP=32.52 or both, and discharge n a manner that 16. Properties and .waterwa s downstream from construction sites P Y EXIST. CATCH BASIN INLET protected . P PP q system, ditch, or channel. All storm sewer inlets that are made does not adversely affect flownq streams or off-site shall be protected from sediment deposition and erosion, \21. ,-)I il- R- - 5, A permanent vegetatroe cover shall be established on denuded operable dura construction shall be protected so that P q P property. 17. Phased projects should be cleared in conjunction with areas not otherwise permanently stabilized, Permanent vegetation sediment -laden water cannot enter the conveyance system without (d) Restabdizatan shall be accomplished in accordance with construction of each shall not be considered established until a qround cover is first benq filtered or otherwise treated to remove sediment. a these requlations. /i phase. achieved. 2g F GRATE EL, = 2q:�. 71 18, Erosion control design and construction shall follow the w o W. INV, = 27.74 requirements in Index Nos, 101, 102, and 103 of FOOT Roadway and 6. Stabilization measures shall be applied to earthen structures SUMP EL. = 26.74 Traffic Design Standards. such as dams, dikes and diversions mmedately after installation, OTE; 0 IN X 29.52 X 29_- EXISTIiNG 8" PVC X Z1- -.-__ ` X C _FR) - c 4 X EXISTING E E- I 29.31 EXISTING x z X �� SANITARY MANHOLE MATCH EXIST. EL SANITARY MANHOLE c 52 TOP=29.56 Q INV=15.32 X 0� X 2 l �a`� X I \1 d 9 0 5 �- 9 �� 9 9 E t) 0 0. 9�' NV=14.94 �a 29.43 2` . J5 _ ,�.�, ` . 29.57, 29.374 1�J [ ON & �ci 240.92 V C 337 �. 15' EXCI ,'IVE CITY OF SA RD C TY SERVIC^ EASEMENT r 5' EXCLUSIVE CI OF SANFORD C SERVICES EASE NT CL - 1 ;0. 'I Fol. ri i„ 32'3 �5 u'� 70' -yi _ COr C M;]N #338 32 • 3�8 96. a / ,6 2 �' v> v'r� 1 c� rj A o DRAINAGE LEGEND: i 12,3 EXISTC. ELEVATION 32.5 GRATE EL. = 31.3 ' PROP. ELEVATION II FLOW DIRECTION PROPOSED STORM RCP 0 PROPOSED FOOT TYPE F' INLET EXIST. CATCH BAS/N INLET 30.53 PROP. STAKED SILT FENCE Cf l LOCATED 6" OFF P.L. 9.71 PROPOSED ROOF DRAIN, PVC U1 FROM 6L0C. DN. SPOUT DRAINAGE SCHEDULE: CB- I FOOT TYPE 'F' INLET GRATE EL. = 31.5 S. INV. = 27.g4 BOTTOM ELEV.= 26.84 (SUMP) (SEE DETAIL) C13-2 FOOT TYPE 'F' INLET GRATE EL. = 31.3 N. INV. = 27.6 W. INV. = 27.6 E. INV. = 27.6 BOTTOM ELEV.= 26.6 (SUMP) (SEE DETAIL) CB -3 EXIST. CATCH 13A51N INLET GRATE EL, = 30.15 (EXIST,) S. INV. = 26,75 (EXIST.) W. INV. = 27,0(NEW) W, INV. = 27.00 (NEW) C13-4 FOOT TYPE 'F' INLET GRATE EL. = 31.3 E INV. = 27.6 PROPOSED STAKED SILT FENCE SCREENING FOR EROSION CONTROL BOTTOM ELEV.= 26.6 (SUMP) 6" OFF P.L. - SEE DETAIL (SEE DETAIL) X_29.25 _ X C13-5 FOOT TYAE2c�8 NLET da __< 3� I . . 71 34 "?I 78 LT"7r- 6'' -PVC C-90 r -� -� � v o ®I e� Fr O •� vi ♦ >- / 1 v °; X `J O PHASE I PA V/NG PHASE 11 PAVING' / 0\ mo`4 `� IQ°-��• -r, X` 3 �8 `n O 1 in 2 9.12 in X a ti W O W X\ `x_2.0 \-� r 28.82 X 0 LF OF 6" PVC C --q0 4 4 O <r' 0 1/8,/`Ta .., _moo® 1 u 29.64 29.92 29..9' = -i I-< o T 1 n 1 / 70' ....5 .9 '� GAF, 6"PSC C=,9O � � \ y . I - 18 j Frivi ap l/8'%F r a �� z A WCUT ED( F EXIST PAVING -, o rri MATCN Eh ,�r GRADE 1 r i i ( v U.. i Q 2q Q \�j --- - 3_2.c16 1 F T' f ALL RA/NAGE Pl & INLETS ° z _OF 6" PVC C -q0 '_i < _i / TO 8E INSTALL l PROP. 5'W x 4" rHICK - ^� -- -•- --• -• -- - X ED TH PHASE l % - c c o CONSTRUCTION ��-1 X CONC. S/DE WALK W/ . _ , 2 8 2 9.1 - m X 2 2 - THICK. EDGE -SEE DETAIL X - \ i=- r 3 / ,1. - 29.12 -< _ -<tm1u2)1 g6 L.F N_I5" RCf2�3.27 � 3\,6_ _ _ _ g6 L _N 18'' RCP X a 9. i5 I �r) - €- ��-SCO E-- _ _ ------------=------ .Lo?.3%SLOPE 29, 8lu 5 0.02 c q I \ P' 76.8' ' - rri Cq1 0.30 .. 2 3. 0 I 3 Tri m �' !E CB -5 PHASE l PA VINO PHASE 11 PA VINO r - II • `3 48 LF OF 6 PVC C -q0 �B-� ? > ;a � � j 57' f 96 1 z z / PROP. H/C ACCESS RAMPS 2 - Y r� 32�I-` 32,0 I MAX. SLOPE 1.12 -' N rn �� Ui G IVEW ASPHALT PAVING' rl i -1i c� \`o I I f • F OF 6" PVC C ;q0 U; V' 4.6% 3 Lq I I ql/8';_T, -< o C� I I 322 m o a I ao. -1 Fri z 1- -i rte, q I r� ° I I S �i ,� M y `� X 2 9.10 3\ 6 i vi 0 31.8 _ O I I X v� o=' �''= •------29.09 c ' G ', it X Ui r - k 2 9 K3 � � 2 c )-.45 LF or- 6"_PVC C -q0 � U 2 9.9 9 3 0.19 < < � 9.( E�l �.� �o Z9.. 1 . a� �I �� Zi 3 �- u�j / �,32� PHASE I PAVINrr' FSE 11 PAVING L p CORE DRILL EXISTING DRAINAGE INLET 5: 5: Q p I I PROVIDE DN, SPOUT T -a 48 LF OF 6'�PVC C_q0 - TO ACCOMODATE NEW le" RCP PIPE iris I I� 6" DIA. PVC CONVERTOR, 3 l/8'/FT 1 PROP, W. & N. INV. - 27.0 -FIELD VERIFY EXIST. � e I I •z �6 SEE ARCH DWG'S. FOR �•- 32 ' INVERT k� to (I I I �j2 DN. SPOUT LOCATION . r � �o I I f r \1?�\ham 7O'2 1 o - c, �•- I I �? - _ ,48' CF '��"6'r PaC'G' ii X `� 3 II r _ EXISTING LiB- X 29.57 _ - J S GN _ 2 9.48 _---- ------ -- C.O. ' .. of ��„ TOP= 30.15 ,o ��--= L - _._ _~ 200 L.F^ N Ig�� ®�'.N` `90o r INV=26.75 _ _ _ _RSP BLET z 30.12 30.38 0.1 i 56.5' SLOP CB 3 = - -_`_ _ -=��_ �`-EXIT NG_ - �rzoN & _ 1C�1 TTEI_ EASEMENT EXISTNG WA11 _ w U_ _ IRON & TRA 10' UTILITY EASEMENT E P E##3382 E re_ TER X _ _ AP 3382 .E .€ ' ----------- (" " w .:A A-'- X5'1 OQ t • - _LIlT'f'0laE .EXISTING' A- 1 ' 4 - r ` - �2.`�-7 j_ ~'r M 'TA, WN 0 EXISTING SANITARY MANHOLE TOP=30.46 INV=26.28 >> EXISTING X 8" -PVC PROP. 6" X 12" R/880N CURB ----` TYP. ® BOTH SIDES OF- DRIVE IN R1 W. MATCH ELEV. 0 BACK SIDE OF - EXIST. CURB & GUTTER EXIST. MIAMI CURB & GUTTER 2 �SjsF) N �- Ess Ess _ EXISTING 8" PVC 31.66 31.64 31.95 CONCRET I \ RIVEWAY 1,14" PER FT MAX. SLOPE 9 S.W. LOCATION ERfSTf>QG CATCH BASIN TOP=31.75 EXISTING INV=26.70 SANITARY MANHOLE TOP=31.70 INV=26.96 CONCRETE DRIVEWAY, IT 0 29.5 GRATE EL. = 31.3 II, II E. INV. = 27.32 All �• �t, ko, 0. 30.53 C_0 Cf l CAP 82108 9.71 (SEE DETAIL) 2 9.7 3 U1 0 V) APPROVAL. CB-6 FOOT TYPE 'F' INLET 0.• Q _. V 00 30.90 X 30.8 30.60 '[,30.50 X EXISTING SANITARY MANHOLE TOP=30.46 INV=26.28 >> EXISTING X 8" -PVC PROP. 6" X 12" R/880N CURB ----` TYP. ® BOTH SIDES OF- DRIVE IN R1 W. MATCH ELEV. 0 BACK SIDE OF - EXIST. CURB & GUTTER EXIST. MIAMI CURB & GUTTER 2 �SjsF) N �- Ess Ess _ EXISTING 8" PVC 31.66 31.64 31.95 CONCRET I \ RIVEWAY 1,14" PER FT MAX. SLOPE 9 S.W. LOCATION ERfSTf>QG CATCH BASIN TOP=31.75 EXISTING INV=26.70 SANITARY MANHOLE TOP=31.70 INV=26.96 CONCRETE DRIVEWAY, IJ X 28.88 IT 0 29.5 GRATE EL. = 31.3 -------- -----APPROVAL E. INV. = 27.32 W. INV. = 27.32 F ]RON & � XIST. BOTTOM ELEV.=x 26,32 (SUMP) CAP 82108 9.71 (SEE DETAIL) 2 9.7 3 N CAP �LB218- V) APPROVAL. CB-6 FOOT TYPE 'F' INLET 0.• GRATE EL. = 31.3 00 W. INV. = 27.03 X � 28.S4 S. INV. = 27.03 - --., RE OR/LL EXISTING ORA/NAGE INLET BOTTOM ELEV.= 26.10 (SUMP) --ACCOMODATE NEW 24" RCP OUTFALL PVC- �N (SEE DETAIL) . ESS E 5 ,3 X 32.39 ,6 CATCH BASIN 32.8.3 TOP=32.21 TOP=32.52 �! S INV=27-71INV=26.57 EXIST. CATCH BASIN INLET IT_ GRATE EL.= (EXIST.) 3 \21. ,-)I il- R- - RK 32.50 N, INV, = 26,5 (NEW) I� v v S. INV. = 26.44 (EXIST.) a a C13-8 FOOT TYRE 'O' INLET /i 2g F GRATE EL, = 2q:�. 71 w o W. INV, = 27.74 Q SUMP EL. = 26.74 0 OTE; 0 ASTER DRAINAGE PROVIDED OFF SITE FOR O OR THIS PARCEL FOR 70% IMPERVIOUS & z ERMITTED BY S.J.R.W.M.D. # 42 -117 -1177N - IJ X 28.88 / I I �O 'O EXISTING CATCH BASIN TOP=29,94 29, 59 INV=26.44 ?9.07 PROVIDE 24 ' HUTCH d9--N.--3I0S 0 EL. 2q.0 IT 0 X 29.13 -------- -----APPROVAL CO F ]RON & � XIST. APPROVAL-FROM EAST PROPERTY CAP 82108 OWNER SHALL BE OBTAINED TO PLACE F1_i N THE PEREMITER SWALE PRIOR TO SITE V) APPROVAL. PROPOSED 6" X l8" HEADER z CURB (TYP.) - SEE DETAIL 00 X � 28.S4 28.80 - --., RE OR/LL EXISTING ORA/NAGE INLET T --ACCOMODATE NEW 24" RCP OUTFALL PVC- �N VERIFY EXIST c-Rr PRO . ESS E 5 RV TQ CONSTRUCac-to N / I I �O 'O EXISTING CATCH BASIN TOP=29,94 29, 59 INV=26.44 ?9.07 PROVIDE 24 ' HUTCH d9--N.--3I0S 0 EL. 2q.0 'FUTURE DRIVEWAY TO BE CONSTRUCTED I I AT A LATER TIME E V J J S 11 �� : CAP � ��c�2 REMOVE EXIST. CURB & GUTTER & REPLACE VALLEY GUTTER OR PLAN SCALE OR DROP CURBRVEQUIV. III= 20' IT 0 CO F ]RON & � XIST. CAP 82108 LIGHT POLE 32. -, -4TER-Q _ �, l 'l ! X 32.'3 6 cam- 00 � 3` .1632.64 •. 3 , EmuA . ESS E 5 ING X 32.39 SANITARY MANHOLE CATCH BASIN 32.8.3 TOP=32.21 TOP=32.52 SO S INV=27-71INV=26.57 X \21. ,-)I il- R- - RK 32.50 'FUTURE DRIVEWAY TO BE CONSTRUCTED I I AT A LATER TIME E V J J S 11 �� : CAP � ��c�2 REMOVE EXIST. CURB & GUTTER & REPLACE VALLEY GUTTER OR PLAN SCALE OR DROP CURBRVEQUIV. III= 20' PROJECT PROJECT NO: 2002-53 FILE NO: 2002\ 2002--53\ C - DESIGNED BY: N.D. DRAWN BY: M.D. CHECKED BY: N.D. DATE: 9/8/03 DRAWING NO: C® 2 SHEET 3/0' F N ��R, OR I h' I IT 0 CO Z � O 00 •. 3 , EmuA . . CM C4 r SO S I� v v PROJECT PROJECT NO: 2002-53 FILE NO: 2002\ 2002--53\ C - DESIGNED BY: N.D. DRAWN BY: M.D. CHECKED BY: N.D. DATE: 9/8/03 DRAWING NO: C® 2 SHEET 3/0' F N ��R, OR I h' I Z � O O 3 3 v v a a w o Q 0 0 0 O z PROJECT PROJECT NO: 2002-53 FILE NO: 2002\ 2002--53\ C - DESIGNED BY: N.D. DRAWN BY: M.D. CHECKED BY: N.D. DATE: 9/8/03 DRAWING NO: C® 2 SHEET 3/0' F N ��R, OR I h' I FIRE YD. A 556129 Y PER (TITY OF SANFOF SPE -C4, PAINT HYDRA PER do.R. 6" DIP TO BLDG. FIRE DEP CONNECT 6" DBL. DETECTO CHECK VAL VE APPROX. LOCATION OF 8" F STUB OUT FOR FIRE SPRINKI (BY OTHERS) FIELD VERIFY EXACT LOCA TION PRIOR TO CONST. U G. V. " TO 6" REDUCER vp� vCTECTOR CHECK VALVE SHALL BE LOCATED IN THE EXIST. UTILITY EASEMENT Fl RE LINE DETAIL 4.. Qj #338 fTl I 0 m �l � T FIRE FLOW QFEOUIQFNENTS 0o N �7uo2 PROPOSED 6" SANITARYY BUILDING FLOOR AREA = PHASE 1 8,750 S.F. O P.V.C. SEWER- P.V.C. W/ CLEANOUT = S.F.(PHASE II 4 200 S 4 O v v 00 2" PVC APPROX. LOCATION OF 1.5" STUB OUT FOR ORINKAIG W� (BY OTHERS) FIELD VERIFY LOCATION PRIOR TO CONST. l I/2" TYPE K- COPPF-R MIN. 36" CVR. W/ 1112" CORPORA MAI STOP NOTE.' RPZ SHALL BE LOCATED IN THE EXIS r. UTlLI rY EASEMENT 48 NOURS BEFORE DIGGING CALL 'SUNSHINE STATE ONE" TOLL FREE 1-800-432-4770 UNDERGROUND UTILITIES NOTIFICATION CENTER OF FLORIDA DRINKING WA TER LINE DR TAI L UTLITY CONSTRUCTION NOTE : I. ALL FIRE HYDRANTS SHALL BE READLY ACCESSIBLE WITHOUT THE NEED TO TRANSVERSE SWALE3, DITCHES,ETC. 2. LANDSCAPING SHALL NOT Be LOCATED WITHIN 7.5 FEET TO SIDES do FRONT, 4 FEET TO REAR OF ANY FIRE HYDRANT OR ANY FILE DEPARTMENT CONNECTION. 3. WATER FOR FIRE -FIGHTING PURPOSES SHALL. BE AVAILABLE AT THE TM C"6111310 ARE BROUGHT ON SITE. 4. ACCESS SHALL BE PROVIDED BY AN UN083TRUCTEP ALL WEATHER DRIVING SURFACE CAPABLE OF SUPPORTING LOADS fVO3ED BY RESPONDING APPARATUS OF NOT LESS THAN 20 FEET AND SHALL BE MAINTAINED DURNG CONSTRUCTION. 5. ALL EXISTNG UTUITE3 (WATER doSEWER THAT ARE SHOWN ON PLAN ARE APPROX91ATE LOCATIONS BASED ON A -BULT SURVEY PROVIDED BY KITNER SURVEYNG, NC. FIELD VERIFY ALL EXIST. UTILITY NFO PRIOR TO CONSTRUCTION 6. THE PROPOSED WATER TAP SHALL BE COORDINATED WITH SEMNOLE COUNTY FOR LOCATION OF EXISTING IRRIGATION LINES. ANY CONFLICTS TO BE ADJUSTED BY CONTRACTOR TO THE CITY SATISFACTION. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO EXISTING ROADWAY OR SIDEWALKS. AERO LANE do GORDON ST. 514AI-L Be KEPT CLEAN DALY. 7. ALLOW 48 HOURS NOTICE TO CONTACT CITY OF 5ANF09D PUBLIC WORKS/ UTILITIES DEPT. TO NSPECT ALL LOCATIONS, SAMPLES, TAPS, CORE DRLLNG, ETC. �—EXISTING 8" PVC77 EXISTING 4�� T EXISTING SANITARY MANHOLE SANITARY MANHOLE C n r L NOV 15. 26 N 8905`��16 500.92 NOV=149940 IRON & — _ — — — — — 2d 0. 92 — — — — — _ — — — G � (To CAP #LB2108 15' EX 1 IV Y OE S ,]FORD C Y SERVI ES EAS ENT 15' EX USIVE TY OE S EOR TY SERV .ES EAS Ef1T GN V _..._ — — F14P70—■ :u ■ ■ ■ I ■ I 0 >- PHASE l PA VING PHASE Il PA VING N �'' � 11 ■ I� Ou- Nu- ----------------------- ■ I I ________________________ 70' i I o) z a PROPOSED Ai _.F. N 6" PVC SANITARY r] SEWER - MIN■ SLOPE ® l/8" PER L.F. I - W/ 36" MIN. VR, z 10 -<-i IJIO -----------------------: c c `o o ■ =1 =' m F- r- C� ■ _u � C.1� i c m cn -- - _ _ _... - -------------- -- u : 0 0 � PHASE I PAVING PHASE I1 PAVING' r�-------------------- m v > �un \\\ r COOPDINATE WITH ARCH/TECTURAL ; z L - PLANS FOiC' WTERNAL PLUMBING _� . ■ I r � m FOR UTILITY BLDG TIES P-1 m " ; I rel rel EXIST. 8 WA TER I _ . -1 - PROPOSED 2" G. V. > i, MAIN, FIELD VERIFYI i °� & VAL VF BOX ■ �� m > > ROPOSED 1% L.F. N 6" D.I.P. `� \ EXACT LOCATION t '� 'L - -- ------------''-''y � I 1 __ � V � - � ■ 5 � FIRE LINE � } u m m O W 36" MN. CVR. ` z J z m z / 11r� I«c) _ry O - I - v m PER CITY OF SANFORD SPECS. \ (� � LI Q /v N ,i ;----------------------- ,. I Cf) CO Final Ins ` \� p C.O. o m ate p . tt k-. \.\ ii �owcu! I�Iz / ii � tp3� ■ cn �� I -8"x6" TAPP/N�ir ■ I PHASE l PAVING PHASE 11 PAVING SADDLE W/ �" C. V. "4 INV. 30.5 WA �, : PROPOSED l78 L.F. 2 PVC NOTABLE I o WATER SERVICE LINE .• s ; W/ 36" MIN. CV)e. ` I ,- l '7 _ -° ------ ------------P�POSED l" WATER METER PER CITY OF SANFQ26 SPEC"S. I'-� &0/" REDUCED PRESSURE BAC FL PROPOSED STANDPIPE • •: 1' v� o4EVENTOR - PER CITY SPECS. SIAMESE CONNECTION S Loc.r? .q U ` I RPS' TO BE LOCA rEO IN THE UTILIT� E. PER CITY OF SANFORD SPECS. II - C O Sr� DETAIL ` II ■ �. II }_---------- AV jc ``� •. PPROX. LOCATION OF e" PVC _ _ _ _ - - - - - � • �. Z STUB OUT FOR FIRE SPRINKEL � � _ ;:, - �` - r� 7 cz, ❑ - - - --. -- -- -- - -- - - -- - -- -- -- ------------- -- - +-.[ (BY OTHERS) FIELD VERIFY EXACT �J • - - - - �, - IRON & 10' UTILITY EASEMENT XISTING WAT w t� = IR N J�AP #3382 METER N 3382 E E E E E - E E E E_ qL w_7 N 89"5`1 29 E t 9 E_.._> EXISTING 8" PVC ESS ==ZzEss -r-- I J I � EXISTING SANITARY MANHOLE TOP=30.46 INV=26.28 5E WEe CONNECTION APPROXIMATE LOCATION OF EXISTING 6" PVC STUB OUT PROVIDED BY OTHERS FIELD VERIFY EXACT LOCATION,SIZE & ELEV. PRIOR TO CONSTRUCTION E ISTING S. 0 XIS LOCATION PRIOR TO CONST. —�E E 10' U I1L1 1 EASEMENI EJU E- 11 [� CHECK VA VC - 2 E 2 PER CITY OF SANFORD SPECS. S TO BE LOCATED IN rHE Va�S N A8E PVC -, t� J - - --� 55_ -'——m-- �. . _J _ II CONCRETE CON CRETE R I VE WA Y EXISTING DRIVEWAY/ SANITARY MANHOLE APPROX. LOCATION OF l.5" COPPE TOP= 31.70 STUB OUT FOR DRINKING WA TER, INV=26.96 (BY OTHERS) FIELD VERIFY EXACT LOCA TION PRIOR TO CONST. — E — E— ESS-- _—ESS - --rt-sr UTILITY PLAN SCALE� 111- 20' � ' 0 "O , MP �V �• XIST. LGHT POLE U Z Co T � U 00� N O Co 2 �• r^ ONID OND LQi.. Q W04 04 U8 z UTILITY LEGEND: FIRE FLOW QFEOUIQFNENTS ONE STORY C.13.5. C1 PROPOSED 6" SANITARYY BUILDING FLOOR AREA = PHASE 1 8,750 S.F. SS 6 6 P.V.C. SEWER- P.V.C. W/ CLEANOUT = S.F.(PHASE II 4 200 S 4 C)t - --Egg _- Egg EXISTING 8" - V.C.P. SEWER LINE W/ TOT FLOOR 20 12,850 S.F. MANH01 E ALONG DOMAR1s AVE. CONSTRUCTION TYPE ORDINARY, C = 1.0 W PROPOSED 2" DOMESTIC WATER LINE OCCUPANCY CLASSIFICATION = ORDINARY, GROUP B 2" PVC (n' OCCUPANCY FACTOR = 1.0 - - - EVA-- — EXIST. 8" WATER LINE F = I8C JA FW 6 Dj p PROPOSED 6" FIRE LII F (BLDG. 1) = 18(1.0) J12,q5o = 2,048 G.P.M. __.NED PROPOSED 1 1/2" WATER METER W/ 1 1/2" REDUCED EXPOSURE: PRESSURE BACKFLOW PREVENTER BUILDING pd PROPOSED 6" GATE VALVE (G.V.) WEST - f150' TO NEAREST EXIST. STRUCTURE = 0% SOUTH - +135' TO NEAREST EXIST. STRUCTURE = 5% O EXIST. WATER GATE VALVE EAST - ±150' TO NEAREST EXISTING STRUCTURE = 0% p EXIST. FIRE NYDRANT ASSEMBLY NORTH 150' TO NEAREST STRUCTURE = 0% TOTAL = 5% (n 6" DOUBLE DETECTOR CHECK F = 2,048 X 1.05 = 2,150 GPM POST INDICATOR VALVE ALLOW 25% REDUCTION IN FIRE FLOW DEMAND SINCE NEW BLDG. IS EQUIPED W/ FIRE SUPPRESSION/SPRINKLERS SWING CHECK VALVE F = 2,150 GPM X 0.75 = 1,612 GPM ON- SIAMESE CONNECTION (FDC) W/1NRU3T BLOCK TWO FIRE HYDRANTS REQUIRED; SEE THIS PLAN FOR EXACT LOCATION AND ASSEMBLY DETAILS. ( I EXIST. F.H. LOCATED TO ALONG GORDON ST. R/W ( I PROPOSED F.H. LOCATED ALONG AERO LANE R/W) �—EXISTING 8" PVC77 EXISTING 4�� T EXISTING SANITARY MANHOLE SANITARY MANHOLE C n r L NOV 15. 26 N 8905`��16 500.92 NOV=149940 IRON & — _ — — — — — 2d 0. 92 — — — — — _ — — — G � (To CAP #LB2108 15' EX 1 IV Y OE S ,]FORD C Y SERVI ES EAS ENT 15' EX USIVE TY OE S EOR TY SERV .ES EAS Ef1T GN V _..._ — — F14P70—■ :u ■ ■ ■ I ■ I 0 >- PHASE l PA VING PHASE Il PA VING N �'' � 11 ■ I� Ou- Nu- ----------------------- ■ I I ________________________ 70' i I o) z a PROPOSED Ai _.F. N 6" PVC SANITARY r] SEWER - MIN■ SLOPE ® l/8" PER L.F. I - W/ 36" MIN. VR, z 10 -<-i IJIO -----------------------: c c `o o ■ =1 =' m F- r- C� ■ _u � C.1� i c m cn -- - _ _ _... - -------------- -- u : 0 0 � PHASE I PAVING PHASE I1 PAVING' r�-------------------- m v > �un \\\ r COOPDINATE WITH ARCH/TECTURAL ; z L - PLANS FOiC' WTERNAL PLUMBING _� . ■ I r � m FOR UTILITY BLDG TIES P-1 m " ; I rel rel EXIST. 8 WA TER I _ . -1 - PROPOSED 2" G. V. > i, MAIN, FIELD VERIFYI i °� & VAL VF BOX ■ �� m > > ROPOSED 1% L.F. N 6" D.I.P. `� \ EXACT LOCATION t '� 'L - -- ------------''-''y � I 1 __ � V � - � ■ 5 � FIRE LINE � } u m m O W 36" MN. CVR. ` z J z m z / 11r� I«c) _ry O - I - v m PER CITY OF SANFORD SPECS. \ (� � LI Q /v N ,i ;----------------------- ,. I Cf) CO Final Ins ` \� p C.O. o m ate p . tt k-. \.\ ii �owcu! I�Iz / ii � tp3� ■ cn �� I -8"x6" TAPP/N�ir ■ I PHASE l PAVING PHASE 11 PAVING SADDLE W/ �" C. V. "4 INV. 30.5 WA �, : PROPOSED l78 L.F. 2 PVC NOTABLE I o WATER SERVICE LINE .• s ; W/ 36" MIN. CV)e. ` I ,- l '7 _ -° ------ ------------P�POSED l" WATER METER PER CITY OF SANFQ26 SPEC"S. I'-� &0/" REDUCED PRESSURE BAC FL PROPOSED STANDPIPE • •: 1' v� o4EVENTOR - PER CITY SPECS. SIAMESE CONNECTION S Loc.r? .q U ` I RPS' TO BE LOCA rEO IN THE UTILIT� E. PER CITY OF SANFORD SPECS. II - C O Sr� DETAIL ` II ■ �. II }_---------- AV jc ``� •. PPROX. LOCATION OF e" PVC _ _ _ _ - - - - - � • �. Z STUB OUT FOR FIRE SPRINKEL � � _ ;:, - �` - r� 7 cz, ❑ - - - --. -- -- -- - -- - - -- - -- -- -- ------------- -- - +-.[ (BY OTHERS) FIELD VERIFY EXACT �J • - - - - �, - IRON & 10' UTILITY EASEMENT XISTING WAT w t� = IR N J�AP #3382 METER N 3382 E E E E E - E E E E_ qL w_7 N 89"5`1 29 E t 9 E_.._> EXISTING 8" PVC ESS ==ZzEss -r-- I J I � EXISTING SANITARY MANHOLE TOP=30.46 INV=26.28 5E WEe CONNECTION APPROXIMATE LOCATION OF EXISTING 6" PVC STUB OUT PROVIDED BY OTHERS FIELD VERIFY EXACT LOCATION,SIZE & ELEV. PRIOR TO CONSTRUCTION E ISTING S. 0 XIS LOCATION PRIOR TO CONST. —�E E 10' U I1L1 1 EASEMENI EJU E- 11 [� CHECK VA VC - 2 E 2 PER CITY OF SANFORD SPECS. S TO BE LOCATED IN rHE Va�S N A8E PVC -, t� J - - --� 55_ -'——m-- �. . _J _ II CONCRETE CON CRETE R I VE WA Y EXISTING DRIVEWAY/ SANITARY MANHOLE APPROX. LOCATION OF l.5" COPPE TOP= 31.70 STUB OUT FOR DRINKING WA TER, INV=26.96 (BY OTHERS) FIELD VERIFY EXACT LOCA TION PRIOR TO CONST. — E — E— ESS-- _—ESS - --rt-sr UTILITY PLAN SCALE� 111- 20' � ' 0 "O , MP �V �• XIST. LGHT POLE U Z Co T � U 00� N O Co 2 �• r^ ONID OND LQi.. Q W04 04 U8 z PROJECT NO: 2002-53 FILE NO: 2002\2002 -53\C - DESIGNED BY: N.D. DRAWN BY: M.D. CHECKED BY: N.D. DATE: 9/8/03 DRAWING NO: c- -SHEET 4 OF ILA- (n' Z O O (n 3 3 � owc owc as p 0 w 0 \ O O - c� z PROJECT NO: 2002-53 FILE NO: 2002\2002 -53\C - DESIGNED BY: N.D. DRAWN BY: M.D. CHECKED BY: N.D. DATE: 9/8/03 DRAWING NO: c- -SHEET 4 OF ILA- 4 STOP SIGN MATERIAL TO SE HIGH INTENSITY SIGN 30" DIA. STOP SIGN PER FDOT INDEX #600 * * * When sidewalk width is -N romp width will equal sidewalk vdtk when sdevolk width is T> ramp width WI be 5 or, when located within 10' of any bWdinq, 3-81, Romp Cub �V $ Ramp Curb �w Curb Type D Or Curb & Gutter Type F (Curb & Gutter Type F Shown) 12' Crosswalk (6' Mn.) q12"Crollivalk Drop Curb Line (Typ.) (Far Payment See General Note 6) PLAN VIEW Ram PLAN VIEW 4,1 5 s.f. HANDICAPPED PAVEMENT SYMBOL N.T.S. Curb Type D Or Curb & Gutter Type F (Curb & Gutter Type F Shown). 11AXMlM HAXMiVM 24' O.C. 24' 0•0. ------ --- __-- v -_-III-III�III- -III-III^III�II PREMOULCEO EXPANSION JOINT FLLER STRIP & JOINT SEALER W/ I/6"R TOOLED was EXPANNION JOWT E.J. A' /7 /' R' /7 /` I" DEEP Va% TOOLED JOWT h 3000 PSI AR —� ENTRAdJED GONG: CONTRACTION JOW7• - C.J. SIDEWALK DETAIL N.T.S 60 Sidewalk Varies Width Vanes Curb Type D Or Curb & Gutter � Ramp Type F (Curb & Gutter Type F Shown). RAMP WITH INTEGRAL CAST CUPF3 6' .� � � Vorns oc ^ Romp 6 oc Ramp Curb * �r PAMP WITH SEPARATELY CAST CUPFS RAMP CURB OPTIONS 6C R ,pyo` b 12" Crosswalk Line T 12" Crosswalk (6. Min.) * 3' std., 3•-8' When Ramp is Located Within 10' Of Any Buldmq. PLAN VIEW PICTORIAL. VIEW 2-I BRACKET PIC-rOPIAL VIEW PAR" BY — opo PICTORIAL VIEW PC" ON.Y RAMPS �fJ arr ate. � LINEA( Pa)ES"BRIAN ALNLL E eTTERS ARE l" SERIES "C" PER MUTCO TO CITY OF SANFORD 2 TOP PORTION OF SICN SHALL NAVE REFELECTORIZED vQ LEGEND AND 80RVER. 3",0IA. X Va" 3. BOTTOM PORTION OF SICN SHALL HAVE A REFLECTORIZED ALUM POLE -- (ENCWMERINC CRAVE) Wil UTE BACKCROUNO W/ BLACK OPAQUE N LEGEND & BORDER. 12'-0" 4. FINE NOTIFICATION SICN SHALL HAVE A REFLECTORIZED (ENGWEERAW WALL TO BE 6-0" HIGH GRADE) WHITE BACKGROUND W/ BLACK OPAQUE LEGEND & BORDER 3" CONCRETE CUP IN 5. ONE (I) SICN REQUIRED FOR EACH PARKING SPACE, 6. INSTALLATION HEIGHT OF SICN SHALL BE IN ACCORVANCE W/ SECTION ASPHALT SURFACES 24-2q OF THE MANUAL ON UNIFORM TRAFFIC CONTROL. DEVlG•ES (MUTCD) OR I'-0' HIGHER THAN FENCING AROUND ENTIRE PROPERTY H/C SIGN DETAIL FILTER • 3 SILT FENCE TYPICAL' SIGN DETAIL 3000 PSI N.T.S. * * * When sidewalk width is -N romp width will equal sidewalk vdtk when sdevolk width is T> ramp width WI be 5 or, when located within 10' of any bWdinq, 3-81, Romp Cub �V $ Ramp Curb �w Curb Type D Or Curb & Gutter Type F (Curb & Gutter Type F Shown) 12' Crosswalk (6' Mn.) q12"Crollivalk Drop Curb Line (Typ.) (Far Payment See General Note 6) PLAN VIEW Ram PLAN VIEW 4,1 5 s.f. HANDICAPPED PAVEMENT SYMBOL N.T.S. Curb Type D Or Curb & Gutter Type F (Curb & Gutter Type F Shown). 11AXMlM HAXMiVM 24' O.C. 24' 0•0. ------ --- __-- v -_-III-III�III- -III-III^III�II PREMOULCEO EXPANSION JOINT FLLER STRIP & JOINT SEALER W/ I/6"R TOOLED was EXPANNION JOWT E.J. A' /7 /' R' /7 /` I" DEEP Va% TOOLED JOWT h 3000 PSI AR —� ENTRAdJED GONG: CONTRACTION JOW7• - C.J. SIDEWALK DETAIL N.T.S 60 Sidewalk Varies Width Vanes Curb Type D Or Curb & Gutter � Ramp Type F (Curb & Gutter Type F Shown). RAMP WITH INTEGRAL CAST CUPF3 6' .� � � Vorns oc ^ Romp 6 oc Ramp Curb * �r PAMP WITH SEPARATELY CAST CUPFS RAMP CURB OPTIONS 6C R ,pyo` b 12" Crosswalk Line T 12" Crosswalk (6. Min.) * 3' std., 3•-8' When Ramp is Located Within 10' Of Any Buldmq. PLAN VIEW PICTORIAL. VIEW N. PIC-rOPIAL VIEW — N 8 u u ® 2' 2" Clear U 2" Clear II4 Bar',,_0 I trs. 11 PICTORIAL VIEW :, 'L 20 RAMPS POP_ LINEA( Pa)ES"BRIAN TRAFHC TO CITY OF SANFORD I vQ SPECIFICATIONS. 4 TILT UP AND/OR MASONRY I I - •- •• N 6' 12'-0" 4 6• WALL TO BE 6-0" HIGH " ' N N M 4.- .4 N N. 12:1 MAX. OR I'-0' HIGHER THAN FENCING AROUND ENTIRE PROPERTY TYPES - CONCRETE PIPE SWWN FILTER • 3 SILT FENCE CONTAlli WHICH EVER — 3000 PSI - N ; - N CONC. . r= _._.---------._._.--� I 04 . GREATER. 6I CURB v � I E ,INT) 8' LINTEL W/ I#5 CONT. e (I b N O p I I I SYMBOL ACCORDING 6" WHITE STRIPE TUCCO & PAINT BOTH SIDES TE Z TO FOOT STANDAR INDEX #17346 I 4•-0" I, 0 45 12" 4"-0" O.Cl2" CENTERED SD LOCK WALL ENCLOSURE ON 3 SIDES (TYP.) #5 SPACED AS SHOWN (® 48' O.C. MAX.) o I (2) 8' LONG x 6" CONC. FILLED PIPE 12' x 12' x 6' THICK i 4' ABOVE GRADE. CONCRETE PAD OVER I SEE DETAIL. COMPACTED SOIL. CLR. I MIN. 12' x 12' x 6' THICK CONCRETE PAD z I i 2 #5 CONT. l U * NOTE: CLEAR ZONE SCREENS MUST Be CONSTRUCTED OF 6' IN HEIGHT BLOCK/MASONRY, CONSTRUCT TO CITY OF SANFORD SPECIFICATIONS. i I I I N. 6" DIA GALV. STI_. \V — N 8 u u ® 2' 2" Clear U 2" Clear II4 Bar',,_0 I trs. 11 PIPE FILLED W/ CONC. :, 'L 20 .4 & PANT YELLOW ACCORDING 4 4 TO CITY OF SANFORD I vQ SPECIFICATIONS. 4 6" CONC. PAVMNT, I I - •- •• N 6' 5: 4 6• ZtI�Ti"itt =111—III— " ' N N M 4.- .4 N N. 12:1 MAX. PLACE FENCING AROUND ENTIRE PROPERTY TYPES - CONCRETE PIPE SWWN FILTER TYPE 3 SILT FENCE 3000 PSI - N ; - N CONC. 6' CONC. ,K ip 3'-0' 30. DUMPSTER DETAIL DUMPSTER GUARD POST N.T.S. N.T.S. OI 6'M l8" CONC. CURE W/SAW CUTS ® /0'0,0. 6/ ASPHALTIC CONCRETE, F-D.O-T. TYPES Ill 1500 LB. MARSHALL FIELD STAMITY TEST @3 PRIME OR TACK COAT 8" LIMEROCK COMPACTED TO 100% MAX. DENSITY, ® MIN. LBR 100. 0 8" COMPACTED SUBGRADE TO q8% MAX. DENSITY, MIN. LBR 40 & FOV OF 75 PSl �6 24" DEEP COMPACTED TO 78% MAX. DENSITY ASPHA14T PAENG DETAIL N.T.S. 15-4+C3 -- 1 , PLAN 4'-0" i_ ool Edaes To 3 Radius 8" It A u� N. \V — N 8 u u ® 2' 2" Clear U 2" Clear II4 Bar',,_0 I trs. 11 - Eye Bolt -- See Index 201 See :, 'L 20 .4 PLAN 4'-0" i_ ool Edaes To 3 Radius 8" It A u� 43 x3x1f_ 43x3xT SECTION AA #4 Ban 0 12' Ctrs. 3'_ 10j", 18 S aces ® 2�" �ML 2" G P Iq Furs ®" % �' — I Notch Permitted A Th 0 Of Th n- p C STEE l- GRATE Steel Gratinq, Stroot Bars 3"1 r Reticuhne Bars 2'1 it Post Options: TYP. HANDICAP SIGN ATTACHED TO FACE OF BLDG. 6" WHITE STRIPE (REFLECTIVE PAINT)— 6" BLUE STRIPE (REFLECTIVE P/ ADDITIONAL 6' WHI STRIPE NEXT TO STRIPE W/ 2" SP BETWEEN STRIPPIN FDOT INDEX 172 PROP. BLDG. BLUE SPP N. \V — N 8 u u ® 2' 2" Clear U 2" Clear II4 Bar',,_0 I trs. 11 E. :, 'L 20 .4 4 4 4 4 _ vQ - 4 .4 4 43 x3x1f_ 43x3xT SECTION AA #4 Ban 0 12' Ctrs. 3'_ 10j", 18 S aces ® 2�" �ML 2" G P Iq Furs ®" % �' — I Notch Permitted A Th 0 Of Th n- p C STEE l- GRATE Steel Gratinq, Stroot Bars 3"1 r Reticuhne Bars 2'1 it Post Options: TYP. HANDICAP SIGN ATTACHED TO FACE OF BLDG. 6" WHITE STRIPE (REFLECTIVE PAINT)— 6" BLUE STRIPE (REFLECTIVE P/ ADDITIONAL 6' WHI STRIPE NEXT TO STRIPE W/ 2" SP BETWEEN STRIPPIN FDOT INDEX 172 PROP. BLDG. BLUE SPP N. \V 712'1'__12'] Filter Fobric 4. .4 4 4 4 4 _ vQ - 4 .4 4 i� z 3 w 4 6' 5: 4 6• 4 4 4 ELLIPTICAL PIPE SHOWN N .4 4.- .4 12:1 -AAX. 4 12:1 MAX. PLACE FENCING AROUND ENTIRE PROPERTY TYPES - CONCRETE PIPE SWWN FILTER TYPE 3 SILT FENCE 6' CONC. ,K 04 60u CURB v E ,INT) e (I b N O p SYMBOL ACCORDING 6" WHITE STRIPE TE Z TO FOOT STANDAR INDEX #17346 (REFLECTIVE PAINT) 0 45 12" 4"-0" O.Cl2" SD 3LUE STRIPE =LECTIVE PAINT) BLUE STRIPE :EFLECTIVE PAINT) DITIONAL 6" WHITE #b STIPE NEXT TO BLUE RIPE W/ 2' SPACE BETWEEN STRIPPING * NOTE: 6" WHITE STRIPE FOOT INDEX # 17346 HANDICAPPED PARKING SPACES TO Be (REFLECTIVE PAINT) SIGNED AND MARKED ACCORDING TO CITY OF SANFORD "HANDICAPPED PARKING RGJIREMENTS' 6' BLUE STRIPE REFLECTIVE PAINT HZ 11' C DETAIL �� 6" WHITE STRIPE N.T.S. REFLECTIVE PAINT Wood 24"I'1n. 0/ Principle Post Position Wood 2" x 4" (Canted 20 Toward Flow) Oak I -"x 14" I Optional Post Positions --` Steel 1.33 Lbs/Ft. Nin ' Filter Fabric (In I f1a.c• Conformance With Sec. c185 FOOT Spec.) > Filter Fabric Q ® Silt Flow IV ELEVATION SEcrION TYPE S SILT FENCE PER FDOT INDEX 102 -�1--� SILT FLOW SECTION Bf3 ( t e ptlon e Manufacturer) 1-3x3xi SECTION CC SECTION OD iv Inlet Pov Sod � � Sad CY* SY SY G 0.4 10 2• G 7 I 2' F 0.34 .3 9- F 6 *For EstMwtnq Purposes Only Sod Sod SOD ONLY P A V T AND S (� [� 3" Concrete Pavement TYPEr r Notes: I. Pavement and/or sod to be used only where called for in the plans. 2. Cost of povinq to be included in cost of inlet. PAVEMENT AND 50POW N. \V 712'1'__12'] Filter Fobric -�^ SILT FLOW * NOTE: (See Index MCI) Securnq Device SPACING FOR TYPE 3 FENCE TO BE 3'--0" MAX. SPACING ..�_ SILT FLOW �`l fir• Filter Fabric 3 Securnq Device ELLIPTICAL PIPE SHOWN ROUNDPIPE VEW A5' PM %WTM PLACE FENCING AROUND ENTIRE PROPERTY TYPES - CONCRETE PIPE SWWN FILTER TYPE 3 SILT FENCE SECTION Bf3 ( t e ptlon e Manufacturer) 1-3x3xi SECTION CC SECTION OD iv Inlet Pov Sod � � Sad CY* SY SY G 0.4 10 2• G 7 I 2' F 0.34 .3 9- F 6 *For EstMwtnq Purposes Only Sod Sod SOD ONLY P A V T AND S (� [� 3" Concrete Pavement TYPEr r Notes: I. Pavement and/or sod to be used only where called for in the plans. 2. Cost of povinq to be included in cost of inlet. PAVEMENT AND 50POW ^h Q) 1-4h �z� 0 LLJ Q- PROJECT NO: 2002-53 FILE NO: 2002\ 2002--53\ C - DESIGNED BY: N.D. DRAWN BY: M.D. CHECKED BY: N.D. DATE: 9/8/03 DRAWING NO: C SHEET 5 /OF jN I. P OR ry E. 59 a i e (1 Varies Joint Woven Or Non -Woven 712'1'__12'] Filter Fobric Mn. I Mn. Type D-3 Overlop 2' Mn. (See Index MCI) Securnq Device 1 ELLIPTICAL PIPE Joint -- Varies Joint • 12u 12' Woven Or Non -Woven �`l fir• Filter Fabric 3 Securnq Device ELLIPTICAL PIPE SHOWN ROUNDPIPE VEW PM %WTM Cost of filter fabric ,Jacket to be included in cost of pipe culverts. FOR ALL PIPE TYPES - CONCRETE PIPE SWWN FILTER FABRIC JACKET ^h Q) 1-4h �z� 0 LLJ Q- PROJECT NO: 2002-53 FILE NO: 2002\ 2002--53\ C - DESIGNED BY: N.D. DRAWN BY: M.D. CHECKED BY: N.D. DATE: 9/8/03 DRAWING NO: C SHEET 5 /OF jN I. P OR ry E. 59 a i e (1 w w w 1 • M r V) 3 3 A 04 v l a e LLI O O p Z ^h Q) 1-4h �z� 0 LLJ Q- PROJECT NO: 2002-53 FILE NO: 2002\ 2002--53\ C - DESIGNED BY: N.D. DRAWN BY: M.D. CHECKED BY: N.D. DATE: 9/8/03 DRAWING NO: C SHEET 5 /OF jN I. P OR ry E. 59 a i e (1 Z w w V) 3 3 v a a LLI O O p Z ^h Q) 1-4h �z� 0 LLJ Q- PROJECT NO: 2002-53 FILE NO: 2002\ 2002--53\ C - DESIGNED BY: N.D. DRAWN BY: M.D. CHECKED BY: N.D. DATE: 9/8/03 DRAWING NO: C SHEET 5 /OF jN I. P OR ry E. 59 a i e (1 EXIST. MIAMI CURB EXIST. PAVING-, 50p l 4" DEEP x 5' WIDE CONC: SIDEWALK MATCH EXISTING GRADE PROP. 6' HIGH CHAIN LINK FENCE W/ VINYL SCREENNING 01 PROPOSED BLDG, ONE-STORY C.B.S. 8, 750 S.F. F.F.E. = 33.0 200 L.F. - 18" RCP SEE DRAINAGE SCHEDULE PROP. 6' HIGH CHAIN LINK FENCE W/ VINYL SCREENNING 60' _) MATCH EXISTING GRADE FUTURE BLDG, ONE-STORY C.B.S. 4,200 S.F. F.F.E. = 33.0 / � 5 r 4' - MATCH EXIS r. STALL G DRIVEWAY PARKING 8,750 S.F. BLDG. ELEV. ONE-STORY C.B.S. 96 F.F.E. = 33.0 r 5:1 3L0PE , SLOPE ?x soo S00 PROP. 7.O'W x 4'0 CONC. SIDEWALK SEE DET. PROF'. 7.0,'W x 4'0 CONC. SIDEWALK SE: PET. PROPOSED ASPHALTIC CO;CRETE PAVM'T. -SEE PETAL EXIST. MIAMI CURB & GUTTER TO RENA/N OR DROP CURB EQUIV. ?9 1 �s 9?x PL ENTRY DRIVE t PROPOSED ASPHAL TlC CONCRETE PA VM'T. -SEE DETAIL _.LEDGE OF EXISTING CURB I 20'.�..3 LL.___.. ARKING STALL DRIVE AISLE SLOPE 24' PARKING STALL DRIVE AISLE PARKING STALL ORIVE AISLE SLOPE J SLOPE CB -4 FOOT TYPE 'F' INLET (SEE DETAIL) PROP. q6 L.F. - 15" R SEE DRAINAGE PLAN 0' DRIVE AISLE PARKING STALL Z200L.F. - 15" RCP SEE DRAINAGE SCHEDULE E ,L DRIVEWAY SECTION RO LANE TOOLED E C PL _ 44.5' ENTRY I.FRIVE R/I'I( EXIST. NIAtll CURB & GUTTER TO REMAIN OR DROP CURB EQUIV. EDGE OF EXISTING CURB NorE: MAX, 2% CROSS SLOPE 0 SIDEWALK LOCATION PROPOSED ASPNAL T/C CONCRETE PAVM"T.-SEE OETAIL 2% MAX. SLOPE EXIST. SANITARY LINE XIST. WATER MAIN (FIELD VERIFY LOCATION) (FIELD VERIFY LOCATION) NOTE: MATCH ELEV. 0 BACK SIPE OF EXIST. CURB & GUTTER C � TYPICAL DRIVT_fAY SECT C-- 5 Cil GORDON STREET PL PROP, 6' HIGH CHAIN LINK FENCE W/ VINYL SCREENNING PARKING STALL DRIVE AISLE PARKING STALL DRIVE AISLE PARKINC STALL SLOPE J SLOPE CB -6 SLOPE FT Soo CB -5 FOOT TYPE 'A' INLET (SEE DETAIL) PROP. q6 L.F. - 18' SEE DRAINAGE PLAN 4" CONC. SIDEWALK OVER q8% COMPACTED FILL. PROVIDE TOOLED JNT a 8' O.C. & EXP. JT. ® 24' O.C. 7'-0" SIDEWALK 3 2% SLOPE h LOPE I �v2" EXP. sr. 8"W.x 169. THICK. EDG W/ 1#5 CONT. -SEE STRUCTURAL BLDG. WALL, F.F.E. == 33.0 CAULK BETWEEN BLDG & SIDEWALK SIDEWALK DETAIL @ EAST SIDE OF BLDG. N.T.S. CB --6 FOOT TYPE 'A' INLET RCP (SEE DETAIL) ' TOOLED L PROPOSED 6" PVC FIRE SUPPRESSION LINE W/ 36" MIN. CVR. PER ClT Y OF SANFORO SPECS. PROPOSEO 2" PVC POTABLE WATER SERVICC- LINE W/ 36" MIN. CVR. PER CI rY OF SANFORO SPECS. TCH EXISTING GRADE NO PERMISSION FROM EAST PROPERTY OWNER NEEDS TO BE OBTAINED TO PLACE THE SWALE 0 PROPERTY LINE PRIOR TO FINAL SITE PLAN APPROVAL 4" CONC. SIDEWALK OVER q8% COMPACTED FILL, PROVIDE TOOLED JNT ® 6' O.C. & EXP. JT. ® 24' O.C. 4'-0" 5'-0" LANDSCAPING SIDEWALK v SEE STRUCTURAL BLDG. WALL, 7� 2% SLOPE MAX. F.F.E. = 33.0 MULCH LOPE ASPH. PAV. V2" EXP. JT. SEE DET. 6"x 18" CONIC. CURB AULK BETWEEN BLDG & SIDEWALK 8"W.x 16"P. THICK. EDG W/ 1#5 CONT. SIDEWALK DETAIL C WEST SIDE OF BLDG. N.T.S. a Q UJI 0 ONF: o Cl) w 0 a_ C� W PROJECT NO: 2002--53 FILE NO: 2002\2002 -53\C - DESIGNED BY: N.D. DRAWN BY: M.D. CHECKED BY: N.D. DATE: 9/8/03 DRAWING NO: c_ 5 SHEET 6 pF LA FDR7 9 li 1 M V O 1 ps • • n II W>> 0 0 .. ., cor ()4� �I W Q p � O O N _AA a Q UJI 0 ONF: o Cl) w 0 a_ C� W PROJECT NO: 2002--53 FILE NO: 2002\2002 -53\C - DESIGNED BY: N.D. DRAWN BY: M.D. CHECKED BY: N.D. DATE: 9/8/03 DRAWING NO: c_ 5 SHEET 6 pF LA FDR7 9 li U7 Z V O V) W>> ()4� W Q p � O O N Ot�, Z a Q UJI 0 ONF: o Cl) w 0 a_ C� W PROJECT NO: 2002--53 FILE NO: 2002\2002 -53\C - DESIGNED BY: N.D. DRAWN BY: M.D. CHECKED BY: N.D. DATE: 9/8/03 DRAWING NO: c_ 5 SHEET 6 pF LA FDR7 9 Median -T--T. Work 71- (Work Vehtab Wth FbselwPwotp CONS MN too wt CONDITIONS WW ft ANY VO4=, Elf, WORKERS OR TWEIR ACTWM E DACH THE AftA CM* THAN W WT NOT CLOSER TWAN 2' To THE EM OF PAVEMENT FOR A PIW OF LM THAN 60 hWES 1700' SOO' Wor i Arsa To L aahaSTlaucnnrl Whero Other Conetwuctio n Or Moertema wo 00wotiaewss Occur Moxrwuo aq Sween Da►wa (FT.) To 8e Cows Or T*Aaiw Malrkers At 2V Cont" And Within One (i ) Mite, Saga(s) Equd To IN Lit (MPH) Bat: Na Gr*Aer Type w Or Type d~ Owrto4s Or VertW Pawoi To Bae Oitlt.ted And $qm4 To Than 2V For Conary Or T&Aw 1° wkws Or �C?' & Onm At !W Ceatrrs For Prot 2W, Ths*gtor Bir Ooor"O Iii A"ardws For Typo +v Or Type om" borricaiiiis Or VertW Cows Or TubWw Markers At 501 Caerwtalrs And With "X No. 600. P"b Or Pru". Type ^# Or Type "m' 8nr>`acadirs Or ValwtW Pam Oh Onow At 1001 Cows. CONDITION 7 WNERE ANY VERCM, eaVM W, Ti'VMARY CROSSWALK MAR" COPINI_r' 510EWALK CL05UPE WITh--I TENPOP.Ar?Y GR055WALK.S GENERAL. NO -rE S WORKERS OR T1 SIR AC'CiVitW SYMBOL5 I. Arrows denote drectivn of traffic only and do not reflect AC14 TW AREA CLfTSER TMAtoI IkNCROH Work Area 1. An vehicles, equipment, workers and ththeiractivities are restricted at all tunas to one side of the roadway 7. Arrows denote direction of traffic only and do not reflect norkngs. WRO CLOSERTO 2. pavement TWE EIT� OF PAVEMENT FOA R 2. If the work operation encr echo on thnq through traffic lanes or when towor more work vehicles enter the through traffic lanes 8, l_4ncptudnal dlimemmm are to be adjusted to fit field conditions. See Index No. 600. � OF 60 MINtlTI«9 OR 9 ATER Type - Or Type -PA Sawn aide Or VewtoW in a one hour period a flagger shall be provided and a PLAQQR For spacrW of traffic control devices and gewol TCZ 13. Pot Mounted Sq* located near or adjacent to a sidewalk shah Peal Or VrW (With Steady Owe L spn shall be subsitituted for the WORKERS sgn. The flaqqer 9. When work is benq performed on a multione undivided have a 7 (t. mnraum rlearonce from the bottom of sgn to the At Nagbt. 04y). Tubabr Marken shall be positioned at the pant of vehicle entry or departure from the work woo, roadway the spits normally mounted in the median (as shown) shall be omitted. TYPICAL APPLICATIONS SYMaaLS 3. This TCZ Mon also appl" to work performed in the median more 10, WORKERS sWs to be removed or fully covered when no work try Wank Work Area than 2 feet but less than 15 feet from the edge of either pavement. is benq performed. Calvert extemeft sw With IDS X . W (MM) *raw 4, The first two varnnq up, each side, shill have a 181 x lo` (min.) It. END CONSTRUCTION spina required only when work exceeds Slop Work Side W44*F* And Ty" 0 orange flaq and a Typo 8 lot attached and operatnq at all trees. one daylight period, l.an+dei q" Work Type �w Or Type ~, $aarrtade Or VwUW igr►s Mash smay be ufor (Daylght Orly) operations Type 1s mayd se and used a Flogs are not required. 12. When a sde rood intersects the hrJtway an which work b being performed additional traffic control devices shall be O{eip" �e Pariah Or Or(With $trey Ow"Lt wt erected n accordonce with other applicable TCZ Indexes. cnnxtrkiction zone. At Naut ONy). Caarwees Or `fubulrae` Mar'fu>rws 5. The WORKERS legdernd aqn may be substituted for the symbol sen Pedestrian traffic spinal display control* closed crossvonds oftion � hiWwter►arwce �y Be UAed P" Voy OWy. 6. L mn = for speeds 045 mph ( } p P 13. b the work operation pit dose not exceed 15 stkers, ares, barricades, vertical pana:ls, dories, tubtdor markers, or drama � Work awe $w 0 for speeds s 40 mph will not be required provided vehicles n the work area have varnnq Igtit(s) operatnq. 12 Whore: W Width of lateral trwkion in feet 14. For general TCZ requrements and additional information refer to Index No. 600. MKC d:4wttR L 11'"" VOW za" [MULTILANE DIVIDED OR UNDIVIDED S- Posk',�d speed lot (MPH). 01 10AI DA's, nO NIG1-1T Q0E2ATIONS Ti'VMARY CROSSWALK MAR" COPINI_r' 510EWALK CL05UPE WITh--I TENPOP.Ar?Y GR055WALK.S go 00 SOEW" SIDEWALK Ct.451:D CdoSF� ■rr w .t ■■ ; , r■ a L m IN LIM SIDEWALK CFKiSS finRe MID- OLOCK. SIDEWALK CLOSURE GENT -RAL NOTES SYMBOL5 I. Arrows denote drectivn of traffic only and do not reflect l of I go 00 SOEW" SIDEWALK Ct.451:D CdoSF� ■rr w .t ■■ ; , r■ a L m IN LIM SIDEWALK CFKiSS finRe MID- OLOCK. SIDEWALK CLOSURE ��11 ND -ROCK SIPEWALK CLOSUkE- WITt-I TE-NPOkARY WALKWAY TYPICAL APPLICATIONS S40VA Repar PabYalaw" Whkk" thky Work CONDITIONS WHER1a ANY VFLE, Eavmw WORKERS OR 111 l*R ACMMS ENCROACH ON IM SMWALK FOR A PERIOD OF MORE I' M 60 MNLMS MVESTRIAN CONTROLF09 CLOWRE OP SMWALKS 660 CONDITIONS _._._ __.___....._______._� CONDITIONS WIWERE ANY VO*U, @ANT, WlF*RE ANY VE Oaf, EQUP%i W, WORKERS OR 'ffFIR ACTIVITIES � �,�� oR Ttim ACTNtflr~s OA04 ON TI~t LANE ADJACENT � «' r � �� _ I~NCROACH ON TWE W* ADJACENT TO ;bt"R *IOU *R AND TWfr _4> _.._a.o_.._. _._. raa TO O(W* * MX MR " Tt AREA 2OLKSM T: E OF 9®a AREA 7 OUSTE SO F Ia nPAVENFOR A POF i PAVMNFOR A PROOF MO R WMS OfLOw, x001 tv HM 0 SES mn TOM0-0- WV* n 60 �TES (Work W fi(s) Opir►q) �uaT tai: GQNDITi0N5 auspn 1000 er W lEft ANY VO"CM, fc�NT, WORKERS ©R T OR ACM063 ENCROACH ON TFIE LAW ADJACENT ----- .-__ - -� -� - -� . TO Eh WR Sk7t,LMR AND TNM A— ARf~A 7 OUTSM TME OM OF Median PAwMER1f FOR A PERM OF ISO hl AftS OR GOAT'ER 264Q" I} 1140' 1000' « Sa tin L ISO' -20 Castes Or TubWar tUtw i AL 2V Cyan" And Type- Or Typ -,,u ftTica�darit Or VertWP&wb Or Drueat 4 tT At 50 Centers Fear Forst 2501, Uveraftor Ccwnes Or TwabaAw Markers At 6a;1' Cerwtews Awad Type K► Or Type 14+� 00FTI r Or Varrtig011 F A460 Or Dirtawa At 100' CCIW* ,r cUw ROAD wv "illi wow LM Mr loo Spacing 04tvraeen Devkw (FT) To Da Equal To Thee 9pueJ Lush (MI) (chat. Nast rtes Than 28' For 'I MILE cru`k 155 iY Cogs Or TdX4W Kvk" Ot' W For Type w Or IW4 O -W 0wre4d#0 0r VWttdcol Paw& Or Droili. GENC-RAL NOTE5 I. Work operations shall be confined to one traffic lane, (eavnq 8. L (mit.)-I_0gLh Of toper In feet the adjacent Ione Open to traffic. =W9 for speeds a 45 mph 2. An vehicles, equipment, workers and their activities are .607 for spends 40 mph restricted at all timas to any sda of the pavement, Where: W 3. The first two wo w q spits, each side, shall have on 16"x 15 (mm) S-h7aatd latero) trdsnsafon in feet Wep speed Inst TYPICAL APPLICA-TIONS orange floq and a Type 0 lot attached and operatnq at all trues. 4. Mesh spits may be used for �Doylght Only) operatgnx 9. Arrows drnote direction of traffic any and do not reflect Pal+aernettt Resaarrfiac" SYf�I�SQI_S Type S Lights and Orange Fogs are not required. pavement makind�t. Pmt Repw pp 10. Wngntudrwl dnaensmns are to be adjusted to fit field cons tions, Ut6ty Work iCLCd 'V/wk Area 5. On undivided hghways the median spas as shown are to be omitted. Sea Index No. 600. On* Refit^ 6. When work is performed q the sedan Ione on divded hghwoys the ill. When work is benq performed on a multilane undivided roadway � Waia'k S* With WC W ( ) �. barricodrnq plan m inverted phial klft lanai �loss� and Ian¢ reduction the spns normally mounted in than median (ds shown) mill bye Pam" C" And Stra* Ed" signs subst uted for the r t lana close dun lane ream -tion signs. omitted. Haag And TWO S The same applies to undivood hgbvoys with the folio nq exceptions: �a) Wprk shall be conftis4 vithin one n+ed1ri lorws. (0, Addit" R. This TCZ pion does not apps when work n benq performed n d rid Canes or drums shall be laced alonq tits centerline y q Type +�+ 4Y Typic I drwtcaa Or Vewtical Palwd abuttnq t�►e vorfc area and across the tralmq end 0f the work area. the swains or rn�dri lana(s) of q ou or more lane hpliway. See Indlex,as hips. 616 aid 617. Or Cone Or ?tibular Marker Or )rima When work on undivided higFways occurs across the centerline so as to encroach on both me lanes, the inverted plan b applu;d 1,3, When a side road intersects the highway on which work benq to the approach of both rays. ia a erfa-fued additrorwl trarfic control devices shall be erected Woe'k Xorwt 3* to ytth other applicable TCZ Indexes. rszAr-�+c cCOMMn womk zX007. The RQJT (LEFT) LANE CLOSED spr ns are to be removed or i'1Ul_TILANE, DIVIDE) AND UNDIVIDED Di' full covered when no work is benq performed and the hwa TCZ Ftaagger is pin to traffic. � y �. to Index No. PJo. o60frequrements and additional information, refer DAYL.A E -i T PPEF�►OD (0�5 DESS 4o. A,dvaewce Wawrmlq At�rov Poral I of 1 612 NOTE NO LANE CLOSURES WILL BE ALLOWED FROM 10:00 AM TO 7:00 PM NORTHBOUND AND FROM 7:00 AM TO 6:00 PM SOUTHBOUND, 00 z Q} Ls.J hY GENT -RAL NOTES SYMBOL5 I. Arrows denote drectivn of traffic only and do not reflect Work Area pavement markings. 7. Temproory walkways shall be a minium of 4 ft. wide and kept free of any obstructions and hazards such as 2. Only the spits contro mq pedestrian flows are shown. Other hales, debris. mud, constructnan equipment, stored matornls work zone sgns will be needed to contral traffic on the streets. and etc, Type - Or Type -PA Sawn aide Or VewtoW 3. For spacrW of traffic control devices and gewol TCZ 13. Pot Mounted Sq* located near or adjacent to a sidewalk shah Peal Or VrW (With Steady Owe L requrednents refer to index no, 600. Moxm m spacing have a 7 (t. mnraum rlearonce from the bottom of sgn to the At Nagbt. 04y). Tubabr Marken between barricades, vertical ponels, drums or tubular markers be sidewalk. Be My11�ed M"4. shill not greater than 25 ft. q. When coratructanvrt n actsts involve adewnNcs on both sties of Street ightnq should be considered the street, efforts should be made to to stoge the construction D Wak $0et Sw S. For nghtnne closures use type A noshing warnnq tights on sic that both sidewalks are not out of service at the sane tine. borrrade3 supportnq spina and ckonq sidewalks, Use type C 10. In the event that sdavalks on both aides of the street are steady --burn lots on channalimm devices saperatnq the work closed, then pedleatrions sholl be quilled around the area from vehicular traffic. cnnxtrkiction zone. 6. Pedestrian traffic spinal display control* closed crossvonds shall be covered or deactivated. ��11 ND -ROCK SIPEWALK CLOSUkE- WITt-I TE-NPOkARY WALKWAY TYPICAL APPLICATIONS S40VA Repar PabYalaw" Whkk" thky Work CONDITIONS WHER1a ANY VFLE, Eavmw WORKERS OR 111 l*R ACMMS ENCROACH ON IM SMWALK FOR A PERIOD OF MORE I' M 60 MNLMS MVESTRIAN CONTROLF09 CLOWRE OP SMWALKS 660 CONDITIONS _._._ __.___....._______._� CONDITIONS WIWERE ANY VO*U, @ANT, WlF*RE ANY VE Oaf, EQUP%i W, WORKERS OR 'ffFIR ACTIVITIES � �,�� oR Ttim ACTNtflr~s OA04 ON TI~t LANE ADJACENT � «' r � �� _ I~NCROACH ON TWE W* ADJACENT TO ;bt"R *IOU *R AND TWfr _4> _.._a.o_.._. _._. raa TO O(W* * MX MR " Tt AREA 2OLKSM T: E OF 9®a AREA 7 OUSTE SO F Ia nPAVENFOR A POF i PAVMNFOR A PROOF MO R WMS OfLOw, x001 tv HM 0 SES mn TOM0-0- WV* n 60 �TES (Work W fi(s) Opir►q) �uaT tai: GQNDITi0N5 auspn 1000 er W lEft ANY VO"CM, fc�NT, WORKERS ©R T OR ACM063 ENCROACH ON TFIE LAW ADJACENT ----- .-__ - -� -� - -� . TO Eh WR Sk7t,LMR AND TNM A— ARf~A 7 OUTSM TME OM OF Median PAwMER1f FOR A PERM OF ISO hl AftS OR GOAT'ER 264Q" I} 1140' 1000' « Sa tin L ISO' -20 Castes Or TubWar tUtw i AL 2V Cyan" And Type- Or Typ -,,u ftTica�darit Or VertWP&wb Or Drueat 4 tT At 50 Centers Fear Forst 2501, Uveraftor Ccwnes Or TwabaAw Markers At 6a;1' Cerwtews Awad Type K► Or Type 14+� 00FTI r Or Varrtig011 F A460 Or Dirtawa At 100' CCIW* ,r cUw ROAD wv "illi wow LM Mr loo Spacing 04tvraeen Devkw (FT) To Da Equal To Thee 9pueJ Lush (MI) (chat. Nast rtes Than 28' For 'I MILE cru`k 155 iY Cogs Or TdX4W Kvk" Ot' W For Type w Or IW4 O -W 0wre4d#0 0r VWttdcol Paw& Or Droili. GENC-RAL NOTE5 I. Work operations shall be confined to one traffic lane, (eavnq 8. L (mit.)-I_0gLh Of toper In feet the adjacent Ione Open to traffic. =W9 for speeds a 45 mph 2. An vehicles, equipment, workers and their activities are .607 for spends 40 mph restricted at all timas to any sda of the pavement, Where: W 3. The first two wo w q spits, each side, shall have on 16"x 15 (mm) S-h7aatd latero) trdsnsafon in feet Wep speed Inst TYPICAL APPLICA-TIONS orange floq and a Type 0 lot attached and operatnq at all trues. 4. Mesh spits may be used for �Doylght Only) operatgnx 9. Arrows drnote direction of traffic any and do not reflect Pal+aernettt Resaarrfiac" SYf�I�SQI_S Type S Lights and Orange Fogs are not required. pavement makind�t. Pmt Repw pp 10. Wngntudrwl dnaensmns are to be adjusted to fit field cons tions, Ut6ty Work iCLCd 'V/wk Area 5. On undivided hghways the median spas as shown are to be omitted. Sea Index No. 600. On* Refit^ 6. When work is performed q the sedan Ione on divded hghwoys the ill. When work is benq performed on a multilane undivided roadway � Waia'k S* With WC W ( ) �. barricodrnq plan m inverted phial klft lanai �loss� and Ian¢ reduction the spns normally mounted in than median (ds shown) mill bye Pam" C" And Stra* Ed" signs subst uted for the r t lana close dun lane ream -tion signs. omitted. Haag And TWO S The same applies to undivood hgbvoys with the folio nq exceptions: �a) Wprk shall be conftis4 vithin one n+ed1ri lorws. (0, Addit" R. This TCZ pion does not apps when work n benq performed n d rid Canes or drums shall be laced alonq tits centerline y q Type +�+ 4Y Typic I drwtcaa Or Vewtical Palwd abuttnq t�►e vorfc area and across the tralmq end 0f the work area. the swains or rn�dri lana(s) of q ou or more lane hpliway. See Indlex,as hips. 616 aid 617. Or Cone Or ?tibular Marker Or )rima When work on undivided higFways occurs across the centerline so as to encroach on both me lanes, the inverted plan b applu;d 1,3, When a side road intersects the highway on which work benq to the approach of both rays. ia a erfa-fued additrorwl trarfic control devices shall be erected Woe'k Xorwt 3* to ytth other applicable TCZ Indexes. rszAr-�+c cCOMMn womk zX007. The RQJT (LEFT) LANE CLOSED spr ns are to be removed or i'1Ul_TILANE, DIVIDE) AND UNDIVIDED Di' full covered when no work is benq performed and the hwa TCZ Ftaagger is pin to traffic. � y �. to Index No. PJo. o60frequrements and additional information, refer DAYL.A E -i T PPEF�►OD (0�5 DESS 4o. A,dvaewce Wawrmlq At�rov Poral I of 1 612 NOTE NO LANE CLOSURES WILL BE ALLOWED FROM 10:00 AM TO 7:00 PM NORTHBOUND AND FROM 7:00 AM TO 6:00 PM SOUTHBOUND, 00 z Q} Ls.J hY i i SET TOP OF VALVE BOX TO FINISHED GRADE FINISHED GRADE --- SEE NOTE 2 — RESILIENT SEAT M. J. GATE VALVE MAIN R CONTINUOUS COLOR CODED 14 GAUGE INSULATED COPPER LOCATING WIRE COVER (SEE FIGURE 113) CONCRETE PAD IN UNPAVED AREAS (SEE FIGURE 107) ADJUSTABLE CAST IRON VALVE BOX BOX SHALL. REST ON BEDDING ROCK NOT ON VALVE OR PIPE AND ONE OPERATING NUT [o] \-C KDDING ROCK NATES: 1. PVC EKTENSIONS MAY BE USED ON VALVE BOX INSTALLATION. 2. THE ACTUATING NUT FOR DEEPER VALVES SHALL BE WENDED TO WITHIN 4 FOOT DEPTH FIIl"O GRADE. 3. CONTRACTOR SHALL PROVIDE THE CITY WITH VALVE KEYS IN ACCORDANCE WITH SECTION 52.4 OF THE UTILMf S MANUAL.. GAIE VALYE AND DOX ETAIL CITY OF SANFORD 1999 FIC. 440 MINIMUM LENGTH (FT) TO BE RESTRAINED ON EACH SIDE OF FITTING(S). PVCsC-ow/m PIPS SIZE 4" 6" 8" 10" 12" 14" 16" 18" 20" 24" W OEND 133. 44 56 66 78 r--- 98 43' REND 15 18 23 27 32 1 41 22µ1/r BEND 8 9 11 14 15 -- 9 11-1te 5 5 6 6 8 — 9 PLAN1Gt 00 BRANCH of TEE 6 8 90 66 141 16 -- 210 NOTES: 1. FITTINGS SHALT, BE RESTRAINED JOINT TYPE. 2. INSTALL FULL LENGTHS ' OF PIPE WITH TOTAL LEKIIH CONTAINING ONLY RESTRAINED STT NED JOINTS EQUAL TO OR GREATER THAN LENGTH SHOWN IN 3. WNME TWO OR MORD FITTINGS ARE Tom, USE FITTING WHICH YIELDS GREATEST LENGTH OF RESTRAINED PIPE. 4. IN LINE VALVES AND THROUGH RUN OF TEES OUTSIDE LIMITS OF RESUMED JOINTS FROM OTHER FITTINGS WM NOT OE RESTRAINED UNLESS OTHERWISIE INDICATED. 5. LES , $"OWN IN THE TABLE HAVE BEEN CALCULATED IN ACCORDANCE WITH THE PROCEDUJw OUTLINEIN -THRUST RE 111Ni DESIGN FOR ASST! �= PIPE AS PUBL.ISNED BY DM",WITH THE FOL JMHO * TYPE OF PVCHDPE * WORKING .S.L.,.. .. P.S.I. * SOIL DESIRNATION?.,.�..o....•... * LAYING CONDITIONS: 0 TO BE COMPLETED Of THE ENGINEER RESTRAINED PIPE TABLE (PVC—HDPE CITY OF SANFORD 1999 FIG. 104A SWOUll �OR DO" Owl" a �� " PIPE R� IM ME= PDX AND UP � WON �WITH M ORADE SHUT OIr VALVE � I 12T�O 30" I (X1RB 4" T4 r ORAL1f< I mm cm arw �+ -- Sort= LATE Com. STOP WAM MAJIi NQ+LR`Jin 1.A P06M X. f�ON1UMN SK" K 1 /ill,. Or WAM AM Z MOM SH ALL ME IWAILrO OIOLiiNlt011lW0EIMWX AND Cilfl� UdlN�lt ON AT RiY LM E AND NI NO CAslr O61WL Ii IM OR OlNUt PAVLD AOS. TO IMAMS MIATOiROAM "MAN W(M M ODA" OF YLACK PQMESTD PQVBLE QHECK, YALVE REDUCED PRESSURE ZONE AS5EMB Y CITY OF SANFORD 1999 FIG. 503 I 4"xrx11r "a 0"M aA vN= - OII *TM*M tel. ��AII��it I'IATiG 04NO Au A00M Clu)IIA" pvc TOE no l4c SOM (S KL" C (� I— D 4'-0- WN.) SK Y140" KTA" WATER MAIN THRUST COLLAR DETAIL CITY 4F SANFORD 1999 FIG. 145 DOUSL.E Cwt OR Mum ZONE Y AS Iiynxc" Q�&ar.Rensw elf AT OAR 'ALV%. w" RODS AIL D.1uF'. � nANw w Slim • 4'" CONCI SIAM (2 ) WMI OW 0 x 0 W90 x W10 WMW k"I IU)K 3r OrIIII. CQAiilt �� j �f�� \� ��f/` A f*MCA i SW BEND (2 KQ,) 7HI M OOLLAR N)WO TO THOM w Ill"BAR N0 TO iI co KHO AS � BACK TO VALVE AS Sly TIMI C1UY 3 INCR AN OOUM CM= VALVE DE'TEC'TOR ME`tEI: Asslawy (UMM) Lut VALVE 110" MIN (2 SrV4jXW)-1 • blow MINI ABOVE GROUND DEVICE WITH �-� re MIDI PETECT98 @YPA5 DOUBLE CHECK OR REDUCED PRESSURE ONE DETECTOR.A35fM CITY OF SANFORD 1999 FIG. 5009 MINIMUM LENGTH (FT) TO BE RESTRAINED ON EACH SIDE OF FITTING(S). DIP: CL350 PIPE SIDE 4i0 6" 8" 10" 11" 14" 16" 18" 20" 24" W BEND 22 29 37 44 52 — 65 4W BEND 10 12 15 18 21 --w 27. u -1/r em 5 6 7 9 10 -- 13 11-1/e BEND 13 3 4 4 5 — 6 PLUG 0 � �H 45 60 44 94 109 140 NOTET#: 1. FITTINGS SHALL EIE RESTRAINED JOINT TYPE. 2. INSTALL FULL LENGTHS OF PIPE WITH TOTAL LENGTH CONTAINING ONLY T RESTRAINED JOINTS EQU4 TO OR GREATER THAN LENGTH SHOWN IN 3. WHERE TWO OR MORE FITTINGS ARE TOGETHER, USE FITTING WHICH YIEM GREATEST LEN2'TII OF RESTRAINED PIPE. 4. IN LINE VALVES AND THROUGH RUN OF TEES OUTSIDE LIMITS OF RESTRAINED JOINTS FROM OTHER FITTINGS NEED NOT RE RESTRAINED UNLES:3 OTHERWISE, INDICATM 3. LENGTHS SHOWN IN THE TABLE HAVE BEEN CALCULATED IN ACCORDANCE WITH THE PIp� OUTLINED IN 'THRUST RESTRAINT DESIGN FOR DUCTILE IRON PIPE AS PUBLISHED BY DIPRA. WITH THE FOLtAMNO ASSUMPTIONS: * TYPE OF PIPE DIP s WOISKINtL PRESSJIlRE:,,.,P.S.1. * SOIL DESIGNATION• s LAYING CONDTTIONS:_w,.,._,..., TO BE COMPLETED BY THE ENGINEER a. FOR HDPE PIPE OR PIPE ENCASIrC! IN POLWHYLENE, USE VALUES GIVEN IN PARENTHESES OR INCRE49 THE GIVEN VALUE 11Y A FACTOR OF 1.5. RESTRIKD PI.PE_TAB E DIP _) CITY OF SANFORD 1999 FIG. 1049 GROUND LEVEL t�" VINYL. COHYINUOUS WAItIJWO TAPE TjLjjYYFjPf WARNIU_G TAP. (SEWER, POTAPIS WATER,L AND, R_c A MED WAIE ) CITY OF SANFORD 1999 FIG. 111 on V) z 0 V) .I w 11 a I. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO FLORIDA DOT SPECIFICATIONS, 2, SEE SHEETS C-4 & C --S FOR 5ECTION15 & DETAILS 3. ALL CONCRETE PIPE UNDER PAVING WITH LESS THAN 24" COVER SHALL Be CLASS IV RCP. A. WRAP ELLIPTICAL PIPE JOINTS PER FLORIDA POT INDEX 260. B. ROUND RCP SHALL HAVE BELL AND SPIGOT GASKET JONT5, C. MITER ENDS SHALL BE A 4:1 SLOPE, CONSTRUCTED PER F,P.O.T. SPECIFICATION 4. ALL DISTURBED UNPAVED AREAS NOT OTHERWISE LANDSCAPED SHALL BE SODDED AND WATERED TO ESTABLISH A HEALTHY. STAND OF GRASS. ALL RETENTION PONOS SHALL BE SOPPED, 5. CONTRACTOR SHALL CONTACT PROJECT ENGINEER TO INSPECT ALL RETENTION AREA3 PRIOR TO SOPPING, 6. HANDICAPPED PARKING SIGN SHALL BE POSTED ABOVE GRAPE. ALL H/C PARKING SPACES Td BE DESIGNATED BY BLUE & WHITE TRAFFIC STRIPING. 7, TRAFFIC STRING AND DIRECTIONAL ARROW SHALL CONFORM TO F.D.O,T, STANDARD SPECIFICATION SECTION 710 AND q71, COLOR OF STRIPING SHALL BE WHITE APPLIED IN TWO COATS W/ MIN. OF 30 PAYS BETWEEN COATS 8, ALL PAVED AREAS SHALL Be CONSTRUCTED IN ACCORDANCE WITH TWE DESIGNATED PAVING PETALS. q, ALL NEW PRE --CAST CONCRETE DRAINAGE STRUCTURES SHALL Be MANUFACTURED BY MAC PRE --CAST, OR APPROVED EQUAL, 10, ALL GRATES SHALL Be CAST IRON BY U. S. FOUNDRY, OR APPROVED EQUAL; GRATE IN PAVED AREA SHALL Be HEAVY DUTY, TRAFFIC t3EARNG. ANY GRATES IN TRAFFIC AREA WHICH ROCK IN THEIR FRAMES WILL BE REJECTED. II. ALL CONCRETE SHALL HAVE A MNNMt1M COMPRESSIVE STRENGTH OF 3000 PSI IN 25 DAYS (LOWEST TEST SINGULAR CYLINDER), ALL CONCRETE SIDEWALKS SHALL HAVE TOOLED CONTROL JOINTS BIGHT FOOT ON CENTER, AND EXPANSION JOINTS AT TWENTY --FOUR FOOT ON CENTER. . 12. ROOF DRAIN LEADERS AND COLLECTORS SHALL BE SPR 35 PVC PIPE WITH THE SOLVENT CEMENTED JOINTS, 13. THE CONTRACTOR SHALL SUPPLY TO THE ENGINEER MYLAR A3 -BUILT DRAWINGS WITH THE FOLLOWING INFORMATION PREPARED BY A FLORIDA REGISTERED LAND SURVEYOR AT THE CONTRACTOR'S OWN EXPENSE (DESIGN DWG's. SHALL NOT BE REPRODUCED FOR USE AS AS--BULT DWG'a.): STORM STRUCTURES: LOCATION, GRADE ELEV,, RIM ELEV., INVERT ELEV., DISTANCES BETWEEN CENTERS OF ALL DRANAGE STRUCTURES. STORM PPE: MATERIAL, SIZE, LENGTH, INVERTS, AND SLOPES OF ALL STORM DRAIN PIPES. GRADING: PAVING ELEV, AT THE POINTS SHOWN ON THE PLANS, BOTTOM AND PERIMETER LOCATIONS AND ELEVATIONS OF ALL RETENTION AREAS AND SWELLS, THE STORM DRAINS SYSTEM AS -BUST INFORMATION IS DUE PRIOR TO PAVING. THE RETENTION AREA AND STORM GRADING INFORMATION IS DUE PRIOR TO $000NG. THE. FINISHED PAVEMENT GRADES ARE DUE TEN DAYS AFTER PAVING COMPLETION. THE SANITARY DRAN SYSTEM & WATER LINE A5--BULT (INFORMATION IS DUE 10 PAYS AFTER COMPLETION OF THE SEWER SYSTEM. SANITARY SEWER MANHOLE: LOCATION, RIM ELEV„ INVERT ELEV., DISTANCE BETWEEN MANHOLES. SANITARY SEWER PSE: MATERIAL; SIZE, LENGTH, INVERTS, & SLOPES OF ALL SANITARY SEWER PIPES. WATER LINES: LOCATION OF MAN FROM PROPERTY LINE OR EASEMENT: LINES 0 300' NTERVAL 5, WATER MAN MATERIALS & DISTANCE FROM STRUCTURES, PISTANCE.FROM HYDRANT TO HYDRANT VALVE, PERTINENT EASEMENT INFORMATION, AT LEAST 2 TIES TO ALL VALVES, SERVICE LINES, FITTINGS & FIRE HYDRANTS FROM PERMANENT POINTS, 14. TOPO, BOUNDARY, AND EX13TNG UTILITY INFORMATION TAKEN FROM JOB #03-21? KITNER SURVEYING, -DATED 11/7/01 15. ALL SLOPES SHALL Be SODBEP. 16. REMOVE ALL MUCK BELOW ,BULPINGS, PAVING AND RETENTION POND AREAS IF APPLICABLE SEE SOIL REPORT PREP. BY Ut4VER3AL--ENG.--,INC.--REPORT#55IBO 17. REMOVE ALL HARDPANS CLAY & ORGANIC SOL AT RETENTION PONDS 18, SITE CONTRACTOR SHALL Be RESPONSIBLE TO OBTAIN THE REQUIRED PERMITS FOR DEWATERING & SHALL BE RESPONSIBLE FOR MONITORING CONTROLLING TURBIDITY FROM PEWATERING OR STORM WATER RUNOFF DURING CONSTRUCTION. Iq. THE CONTRACTOR SHALL PROVIDE A TWO YEAR MANTENANCE BOND FOR THE WATER AND $EWER LINES, 1. THE CONTRACTOR SHALL INSTALL ALL WATER & SEWER MANS WITH APPURTENANCES N ACCORDANCE WITH THE REQUIREMENTS OF THE CITY SANFORD UTLITY STAeJDARD SPECIFICATIONS AND STANDARD PETALS. WHERE A CONFLICT EXISTS IN THE REQUIREMENTS OF REFERENCE MATERIALS INSTALLATION STANDARDS, THE REQUIREMENTS OF THE CITY OF SANFORD UTLITIES SHALL PREVAL, WHERE THE REQUIREMENTS OF A STATE OR LOCAL AGENCY HAVING JURISDICTION ARE MORE STRINGENT, THOSE REQUIREMENTS SHALL PREVAL, 2. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, TOOLS, AND EQUIPMENT NECESSARY AND INCIDENTAL TO THE CONSTRUCTION. NE SHALL OBTAIN AND PAY FOR ALL PERMITS AND OFFICIAL INSPECTIONS REQUIRED BY THE CITY OF SANFORD UTILITIES AND OTHER OFFICIAL FEES IN CONNECTION WITH THE WORK. CONTRACTOR SHALL ARRANGE APRE-CONSTRUCTION CONFERENCE WITH THE CITY OF SANFORD . A MINIMUM OF FIVE WORKING DAYS PRIOR TO COMMENCEMENT OF CONSTRUCTION OF THE FACILITY AFFECTED. 3. CONTRACTOR IS RESPONSIBLE FOR CHECKING ACTUAL $ITE CONPITIO43 VERIFYING ALL EXIST. SIZER BEFORE STARTING CONSTRUCTION, 4. THE CONTRACTOR SHALL FIELD VERIFY LOCATIONS & CONDITIONS OF ALL EXISTNG WATER LINES, SEWeR LINES, MANHOLES, WATER ROUTES, GAS & ELECTRIC LINES. 5. EXISTING WATER & SEWER SHALL REMAIN IN OPERATION AT ALL TIMES 6. THE CONTRACTORS MEANS AND METHODS OF CONSTRUCTION SHALL CONFORM TO GENERALLY ACCEPTED STANDARDS FOR UNDERGROUND UTILITIES CONSTRUCTION. 7. THE CONTRACTOR 15 RESPONSIBLE TO COORDINATE BETWEEN CIVIL, MECHANICAL, ARCHITECTURAL, ELECTRICAL AND FIRE PROTECTION. ANY DISCREPANCIES ON THE PRAWN65 SHALL BE BROUGHT TO TN!~ ATTENTION dF THE ENGINEER DURING LAYOUT AND LONG BEFORE COMMENCING PLACEMENT. 8. WHERE WATER AND SEWER MANS CROSS WITH LESS THAN AN I$" VERTICAL CLEARANCE, THE SEWER WILL BE 20' OF EITHER CAST IRON PIPE OR CONCRETE ENCASED VITRIFIED CLAY PIPE, CENTERED ON THE POINT OF CROSSING. q. WHEN THE WATER MAIN PARALLELS A SANITARY OR STORM SEWER MAIN, A SEPARATION OF AT LEAST 10' SHOULD BE MMAINTANED WHERE PRACTICAL, OR T1 -E WATER LINE SHALL Be OF DI' WHERE SEPARATION NOT PRACTICAL. 10. HYDROSTATIC TESTING (PRESSURE ANO LEAKAGE TESTS) SHALL MEET THE REQUIREMENTS OF THE ANSI/AWWA C 600 FOR D.I,P. & AWWA EM 23 FOR PVC. 11. DISINFECT ION OF WATER MAIN SHALL COMPLY WITH ANSI/AWWA C 651. CONTRACTOR TO SUBMIT TEST RESULTS. 12. ALL WATER & SEWER LNES SHALL. HAVE A MINIMUM OF 36" COVER 13. INSTALLATION OF WATER LIQ SHALL 13E IN ACCORDANCE WITH ANSI/AWWA C900 FOR PVC PRESSURE PIPE, ALL WATER MAWS SHALL HAVE A MINIMUM OF 36" COVER. 14. REDUCE DACKFLOW PREVENTER & DOUBLE [DETECTOR CHECK VALVE SHALL MEET CITY OF SANFORD UTILITIES STANDARD AND SHALL Be MANUFACTUREP I3Y ONE OF THE APPROVED MANUFACTURERS. 15. ALL WORK COVERED UNDER THIS CONTRACT SHALL ALSO MEET CITY OF SANFORD UTILITIES STANDARDS. 16, WHERE WATER AND DRAINAGE PIPES CROSS WITH LESS THAN 18" VERTICAL CLEARANCE, THE WATER PIPES SHALL BE 20' OF DUCTILE IRON PIPE CENTERED ON THE POINT OF CROSSING, 17. WHERE A SEWER MAIN IS TO BE INSTALLED BELOW A STORM DRAIN PIPE, A MINIMUM OF 18" VERTICAL SEPARATION SHALL BE MAINTAINED. SPECIAL PROVISIONS SHALL APPLY WHEN THESE CONPITIONS CANNOT BE MET (20 L.F PIP 0 CROSSING). 18. ALL SEWER SERVICE CONNECTIONS SHALL Be 60. LOCATE EACH SERVICE CONNECTION FROM THE CENTER OF THE DOWNSTREAM MANHOLE AND RECORP THEIR LOCATION. Iq, INSTALL MAGNET MARKER`S AT TME EMD OF EACH SANITARY SERVICE LINE OR OPPOSITE WYES AND RECORD THEIR LOCATION. 20 THE NEW SEWER COLLECTION SYSTEM SHALL NOT Be PLACED IN SERVICE UNTIL THE SYSTEM HAS BEEN VISUALLY INSPECTED AND FLUSHED OF SEDIMENT AND DEBRIS &CLEARED FOQ USE BY FOEP. 21. THE NEW SEWER LINES SHALL BE T.V. INSPECTED AND THE ALIGNMENT BETWEEN MANHOLES CHECKED BY USING LIGHTS, LASER BEAMS OR OTHER SUITABLE MEANS. 22. THE NEW SEWER LINES SHALL BE TESTED BY ONE OF THE FOLLOWING METHOPS: ?,TATER INFILTRATION, WATER EXFILTRATION OF LOW PRESSURE AIR EXFILTRATIQN AS DIRECTED BY OWNER'S REPRESENTATIVE AND THE DESIGN ENGINEER, 23, NOTIFY ENGINEER 72 HOURS IN ADVANCE TO INSPECT ALL SEWER AND WATER PIPES, JOINTS, FITTINGS, AND WORKMANSHIP PRIOR TO BACKFLLING THE TRENCHES, I, ALL WATER DISTRIBUTION CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF SANFORD TECHNICAL SPECIFICATIONS FOR TME CONSTRUCTION OF WATER DISTRIBUTION SYSTEMS (19gO ed,). 2, POLYVINYL CHLORIDE (PVC),- PVC PRESSURE PIPE (SIZE 4' THROUGH 12") SHALL BE CAST IRON PIPE EQUIVALENT OUTSIDE DIAMETER CLASS 150 (DR 18) AND COMPLY WITH AWWA Cg00 STANDARD. PVC PRESSURE PIPE SIZE 14" THROUGH 36" SHALL BE CAST IRON PIPE EQUIVALENT OUTSIDE PIAM`METER CLASS 165 (PR.25) AND COMPLY WITH AWWA 0-905 STANPARD. ALL JOINTS SNAIL Be OF THE ELASTORMETRIC-GASKET TYPE WITH THICKENED, INTEGRAL SOLID --WALL BELL OR COUPLNG WITH THE SAME PR AS THE SIZED BARREL, PVC PRESSURE PIPE LESS THAN 4" IN DIAMETER WLL NOT BE ALLOWED WITHIN THE CITY OF MELBOURNe WATER SYSTEM. 3. DUCTILE IRON PIPE (DIP) -- DIP INSTALLED IN ROUTINE INSTALLATIONS SHALL 6E CEMENT LINED GLASS 51 CONFORMING TO AWWA C-151. ALL WATER MAIN CONFLICT CROSSINGS SHALL Be DUCTLE IRON PIPE. ALL WATER MAINS INSTALLED UNDER PAVEMENT, OUT OF THE NORMAL RIGHT OF WAY OR IN EASEMENTS BETWEEN/BEHIND STRUCTURES SHALL Be DUCTILE PON PIPE. (EXCEPTION WOULD Be WATER MAINS INSTALLED WITHIN CA3INGS). 4. RESILIENT °,SEAT GATE VALVES (4"-16") - ALL 4" THROUGH 16" RESILIENT SEAT VALVES WITH MECHANICAL JOINT ENDS MANUFACTURED BY AMERICAN PARLNG, MUELLER, CLOW, AND U.S. PIPE, SHALL CONFORM TO AWWA C -50q SPECIFICATION AND BE MANUFACTURED IN THE U,S.A.. RESILIENT SEATS $MALL BE OF NATURAL OR SYNTHETIC RUBBER AND Be BDNDEP OR MECHANICALLY ATTACHED .TO THE GATE USING STAINLESS STEEL HARDWARE AND SHALL BE RATED AT. A WORKING PRESSURE OF 200 PSI. THE INTERIOR AND E'ATERIOR OF TWE VAL4`t BODY SHALL BE FUSION BONDED EPDXY COATED IN ACCORDANCE WITH AWWA C-550 NN ORDER TO PROVIDE A CORROSION RESISTANT SEAT, APPLIED IN A MANNER TO WITHSTAND THE ACTION( OF LINE FLUIDS' Art r OPERATING OF THE SEALING GATE UNDER LONG TERM SERVICE, VALVE SLATS SHALL Al-SEBY COMPRESSION ONLY. VALVES SHALL BE SUPPLIED':,; H 2' SQUARE OPERATING NUTS AND SHALL BE DESIGNED TO PROVIVE 'A BUBBLE TIGHT SEAL REGARDLESS OF DIRECTION OF FLOW. OPENING SHALL BE IN THE COUNTERCLOCKWISE DIRECTION. ALL 2" GATE VALVES LOCATED BELOW GRADE MUST BE DUCTILE IRON RESILIENT WEDGE MEETING OR EXCEEDING AWWA C -50q STANDARPS. ALL 2" GATE VALVES SHALL HAVE A STANDARD 2" OPERATING NUT AND STANDARD FPT OPE:;41NCwl NO BRONZE/BRASS TYPE GATE VALVES WILL Be ACCEPTED. 2' GATE.VALVE SHALL Be MODEL F--6103 AS MANUFACTURED BY THE CLOW CORPORATION OR MODEL 3-063--35 AS MANUFACTURED BY AVKL VALVE CORPORA110N. 5. BUTTER[ L'Y VALVES --(18" AND LARGER)- BUTTERFLY VALVES WITH MECHAN!IvAl,. JOINT ENDS SHALL Be RUBBER SEATED, 90 TIGHT CLO344G TYPE, SHORT BODY, AWWA SPECIFICATION C504, CLA55 1508, VALVE SHAFT SHIALL Be OF 18--8 TYPE 304 3TAKES5 STEEL OR TYPE 316 STAINLESS STEEL. BODY PIMENSIONS AND MINIMUM SHAFT DIAMETER SHALL Be OF MOLDED NATURAL OR SYNTHETIC RUBBER AND BE MECHANICALLY SECURED TO THE DISC OR TO THE VALVE BODY, AND SHALL MATE AGAINST A STARLESS STEEL SEAT SURFACE, BORED VALVES SHALL Be FOR SUBMERGED SERVICE AND EQUIPPED WITH TOTALLY ENCLOSED GEAR OPERATORS, PERMANENTLY LUBRICATED AND EQUIPPED WITH ADJUSTABLE STOPS FOR OPEN AND CLOSED POSITIONS. THE GEAR RATIO SHALL Be SUCH AS TO REQUIRE NDT MORE THAN 150 FOOT POUNDS OF INPUT TO PRODUCE OUTPUT TORQUE EQUIVALENT TO MAXI7UM SHAFT TORQUE INDICATED IN TABLE I OF AWWA 0504. EACH BURIED VALVE SHALL HAVE A STANDARD 2' SQUARE NUT. OPENINGS SHALL BE IN THE COUNTERCLOCKWISE DIRECTION. 6. VALVE BOXES- VALVE BOXES SHALL CONSIST OF A CAST IRON TOP AND BOTTOM SECTION, AS APPROVED BY THE CITY OF SANFORD AND SHALL BE SET FLUSH WITH FINISHED PAVEMENT, SQUARELY CENTERED TO PERMIT EASY USE OF A VALVE WRENCH, AND TO PREVENT SURFACE LOADS FROM BENG TRANSMITTED TO THE VALVE OR PIPE. (REFER TO STANDARD DRAWING.) VALVE BOX MUST BE AN INTEGRAL UNIT THAT IS TELESCOPIC AND ADJUSTABLE, FIELD MANUFACTURED EXTENSIONS 11 Be ACCEPTED, VALVE BOX LIDS SHOULD HAVE THE WORD "WATER" CAST ON THE TOP. A CONCRETE PAD WLL BE POURED AROUNfi BOX AT TWE FINISHED GRADE LEVEL (24'x24"x4"). ALL VALVE BOX PADS LOCATED OUTSIDE OF ROADWAY PAVEMENT SHALL NAVE A MINI OF 4 SECTIONS OF #4 REINFORCED ROD LOCATED AT AT RIGHT ANGLES TO EACH OTHER. ALL WATER VALVE BOX TOPS SHALL Be PAINTED RUSTOLEUM INDUSTRIAL ENAMEL #00125 FEDERAL SAFETY BLUE, IN ADDITION ALL VALVE LOCATIONS SHALL BE SCORED " DEEP N NEAREST CURB Wbb ITH PONT OF "V" FACING VALVE. 7. FIRE LINE CHECK VALVES -- ALL WATER LINES SPECIFIED AND/OR DEDICATED FOR THE PURPOSE OF FIRE SPRINKLERS OR OTHER FIRE FIGHTING PURPOSE WILL HAVE A DOUBLE DETECTOR CHECK VALVE BF THE SAME INSIDE DIAMETER AS THE WATER LINE, IN LNE AT PROPERTY/RIGHT OF WAY LINE TO CLOSEST POINT DESIGNATED BY THE CITY. DOUBLE DETECTOR CHECK VALVES WLL BE INSTALLED WITH OS AND Y GATES VALVES BEFORE ANP AFTER THE CHECK VALVES, WITH AN APPROVED %0 BY -%" DETECTOR METER AS SHOWN IN STANDARD PRAWNGS. ALL DOUBLE DETECTOR CHECK VALVES MUST REGISTER IN GALLONS AND SHALL BE MANUFACTURED AND INSTALLED AS PER AWWA N-14, RULE 17.555.360 (F,A.C.) AND SECTION W.12 OF THE CITY OF SANFORD WATER DEPARTMENT TECHNICAL PROVISIONS (Igg4 ed). 8. FITTINGS -- ALL FITTINGS SHALL Be OF THE MECHANICAL JOINT TYPE. ALL FITTINGS SMALL BE IN ACCORDANCE WITH AWWA CI10, WITH INSIDE CEMENT LINED SEAL COAT, AND BITUMNOU3 COAT ON THE OUTSIP6. COMPACT FITTINGS SHALL CONFORM TO AWWA C-153. q, TAPPING SLEEVES TYPE PIPE TYPE SLEEVE PVC C -q00 UP TO 12' JCM 412, ROCKWELL 622 PVC C --g00 UP TO 12" OR ROMAC FTS 420 (ALL DUCTILE IRON SLEEVES SWILL BE EPDXY CAST IRON COATED WITH ALL STAINLESS STEEL NUTS AND BOOTS) TYPE PIPE TYPE SLEEVE ALL PIPE 12" OR LARGER ALC CEMENT ASBESTOSPIPE STEEL SAD©LESONINL S ALL PVC CLASS 160 PIPE ALL SIZE ON SIZE TAPS IT IS STRONGLY RECOMMENDED THAT THE CONTRACTOR PHYSICALLY VERIFY THE SIZE AND TYPE OF PIPE TO BE TAPPED AND CLEAR THE TYPE OF 51,EEVE TO BE USED WITH THE CITY OF 5ANFORD WATER/SEWER ADMINISTRATION PRIOR TO PURCHASE OF TAPPING . SLEEVE. REFERENCE SECTION W.9 OF THE CITY OF SANFORD WATER DEPARTMENT TECHNICAL PROVISION$ FOR FURTHER REQUIREMENTS. II, I" SERVICE CONNECTIONS - 1" SERVICE LINES ARE TO BE OF TYPE K ANNEALED TEMPER SOFT COPPER. ALL CONNECTIONS ARE TO Be OF THE FLARE TYPE. ALL SERVICE LINES BETWEEN CORPORATION STOP AND DOUBLE SERVICE TEE OR SINGLE SERVICE CURB STOP SHALL BE I" ONLY, DOUBLE SERVICES CAN REDUCE TO ,j" AFTER TEE AND SINGLE SERVICE CAN REDUCE- TO EDUCETO I" AT CURB STOPS. COMPRESSION TYPE FITTINGS MAY BE ALLOWED WITH PRIOR APPROVAL FROM WATER/SEWER ADMINISTRATION. COMPRESSION FITTINGS SHALL BE MUELLER TYPE 110 EXCLUSIVELY. 12. 2" SERVICE CONNECTIONS C302' SERVICE LINES ARE TO BE OF TYPE K ANNEALED TEMPER SOFT COPPER OR 2' THREADED BRASS. 2" COPPER SERVICE LINES SHALL UTILIZE MUELLER 110 COMPRESSION CONNECTION FITTINGS EXCLUSIVELY. THESE FITTINGS SHALL BE LI'NTED TO #1-115426 (MAID CONNECTION BETWEEN 2' GATE VALVE AND •2" COPPER AND Hit 15403 (2" COPPER TO 2" COPPER CONNECTION), 2" COPPER SER ICE LINES SHAD. MINEUTI,. ATMETER SIDE IZING A 2" MUELLER 300, BALL METER VALVE. THIS BALL VALVE SHALL HAVE MUELLER 100 COMPRESSION x F,I.P,T. TYPE ENS CONNECTIONS. 2' COPPER SERVICE LW5 THAT ARE GOING TO INCORPORATE AS ABOVE GROUND METER/BACKFLOW ASSEMBLY SHALL TERMINATE A MININUM OF 18" BELOW FINISH GRADE 'WITH MUELLER 110 COMPRESSION CONNECTION #H15428 (N'IPT) OR #HI5451 (FIPT), REMAINDER OF 2" SERVICE ASSEMBt.Y SHALL NCORPORATE THREADED BRASS PIPE. ALL 2" THREADED BRA 3 PIPE SHALL UTLIZE 2" THREADED BRA55 FITTINGS ONLY. t3. SERVICE SADDLES - SERVICE SADDLES SHALL Be USED ON ALL I" ANDD 2" SERVICE CONNECTIONS. ALL SERVICE 5ADPLE5 FOR USE ON WATER MAINS " 4 ANDLARGER SHALL HAVE NYLON EPDXY OR PLASTIC COATED DUCTILE IRON BODIES AND STAINLESS STEEL. STRAP, SINGLE STRAP 5ADDL0 MAY Be USED ON 4" AND 6" WATER MAINS. DOUBLE STRAP .OR FOUR (4) 13MT PATTERN SINGLE STRAP SADPLES SHALL Be USED ON WATER MAINS 6' OR OR LARGER. SERVICE SADDLES USED ON EXISTING 2" WATER MAINS SHALL NAVE ALL BRASS BODY AND DOUBLE STRAPS WITH BRONZE TIGHTENING SCREWS, THE FOLLOWING SERVICE SADDLES ARE TO Be USED ON THE SIZE WATER MAIN INDICATED, I" TAPS ON 2" WATER MANS NUELL.ER H-13420 2" TAPS ON 2" WATER MAINS - ROCKWELL 317 FORD FC202 JCM 406 ROMAC 202 N I" TAPS ON 4" AND 6' WATER MAINS -- SMITH-BLAIR 315 FORD CIDI JCM 405 ROMAC 101 N I" TAPS ON 8" OR LARGER WATER MAINS -- ROCKWELL 317 FORD FC202 JCM 406 ROMAC 202 N 14. CURB STOPS Y4" AND I" CURB STOPS SHALL BE MUELLER 300 BALL STRAIGHT METER VALVE No. B25166W AS MANUFACTURED BY MUELLER COMPANY MODEL Na, 4317 AS MANUFACTURED BY HAYS MANk1FAGTURNG COMPANY MODEL No. 021-333W (16') AS MANUFACTUREP BY FORD METER BOX COMPANY. ALL BELOW GROUND 2" SERVICES MUST Be TERMINATE A3 REFERENCED IN SECTION W.3.5,1. ALL 2" VALVES LOCATED ABOVE GROUND FOR 2" METER SETS SHALL Be MUELLER 300 BALL STRAIGHT METER VALVE #8-24337 OR FORD $ALL METER VALVE #BF 13---777W. ABOVE GROUND %` SET CURB STOPS SHALL BE MUELLER 300 #8-20260, FORD 821-777W. 15. CORPORATION STOPS - ONE NCH CORPORATION STOPS SHALL BE OF BRASS AMD SHALL BE MODEL NO, H-15000 MANUFACTURED BY MUELLER COMPANY, MODEL NO. F-600 AS MANUFACTURED BY FORD METER BOX COMPANY, OR MODEL NO. 5200 AS MANUFAC:TUR"p BY HAYES MANUFACTURING COMPANY. 16. SERVICE LOCATION DOUBLE WATER SERVICES SHALL BE UTILIZED WHENEVER PRACTICAL AND SHALL BE LOCATED AT ALTERNATNG LOT LINE. WATER SERVICE LINES SHALL TERMN E IN SUCH A WAY THAT PROPERLY ALLOWS EACH CURB STOP TO LAY HORIZONTALLY ON THE APPROPRIATE 510E OF RESPECTIVE LOT LINE MIDWAY BETWEEN CURB AND SIDEWALK. ANY EXCEPTION TB THIS LOCATION MUST BE APPROVED BY THE- WATER / SEWER OPERATIONS SUPERINTENDENT PRIOR TO SIe;N OFF "AS AS --BOLTS' AND CITY ACCEPTANCE. ALL WATER SERVICE LO�.:ATIONS SHALL BE PERMANENTLY ETCHED INTO CONCRETE CURB 1NITH "v". ALL WATER SERVICES SHALL Be LOCATED AT OPPOSITE LOT CORNER FROM REUSE SERVICES AND / OR SEWER LATERALS. ANY EXI,:EPTION MUST HAVE PRIOR APPROVAL OF CITY. ' ALL WATER SERVICE LINE CURB STOP TERMINATION SHALL BE EXP03EO TO VIEW PRIOR TO AND DURING "AS BUILT" INSPECTION, IN ANY EVENT, NO CURB STOP TERMINATION SHALL END MORE THAN 12" BELOW TOP OF BLACK CURB. 17. INSPECTION OF MATERIALS MATERIALS DELIVERED TO THE JOB SITE WLL BE SUBJECT TO INSPECTION BY THE CITY .PRIOR. TO INSTALLATION. ALL MATERIALS FOUND PURING INSPECTION OR PURI; JG THE PROGRESS OF THE WORK TO Be PEFECTIVE OR NOT MEETING SPECIFICATIONS SHALL Be REJECTED ANP REMOVED FROM THE JOB SITE WITHOUT DELAY. ALL MATERIALS DELIVERED TO THE JOB SHALL BE IN ACCORDANCE WITH THE MATERIALS SPECIFICATIONS, MATERIALS NOT INSPECTED BY THE CITY PRIOR TO INSTALLATION SHALL BE UNCOVEREM? BY CONTRACTOR AT HI5 EXPENSE TO VERIFY COMPLIANCE WITH THESE SPECIFICATIONS, COPIES OF THE PACKING LIST SHALL BE FURNSSHEO ON PEMAND. 18. MAN CLEARING AND TESTING - ALL NEWLY INSTALLED PIPE WHICH HAS BEEN BACKFILLED SHALL BE CLEAREP AND HYDROSTATIC ALLY TESTED AT A GAUGE PRESSURE OF 150 FOR A MINIMUM OF 2 HOURS AS PER SECTION W.7.2, W.7.3 AND W.7.3.1. A LEAKAGE TEST SHALL BE CONDUCTED DURING THE HYDROSTATIC TEST. AFTER HYDROSTATIC AND LEAK TEST HAVE BEEN COMPLETED ANS APPROVEP, THE CONTRACTOR SHALL ADEQUATELY STERILIZE ANDD THEN SCHEDULE THE BACTERIOLOGICAL TEST THROUGH THE SANFORD WATER / SEWER ADMINISTRATIVE OFFICE. ALL TESTS SHALL BE N ACCORDANCE WITH AWWA STANDARDS. CONNECTION TO EXISTING WATER MANS SHALL BE N ACCORDANCE WITH SECTION W.q OF THESE SPECIFICATIONS. Iq. FILLING AND FLUSHING OF WATER MAINS -- CONTRACTOR MAY PHYSICALLY CONNECT WATER MAINS TO EXISTING CITY WATER SYSTEM PRIOR TO FOEP CLEARANCE ANDD N ACCORDANCE WITH SECTION W.9 OF THIS MANUAL, HOWEVER, VALVE MUST REMAIN SHUT OFF, LOCKED AND ONLY OPENED UNDER THE DIRECT SUPERVISION OF CITY PERSONNEL. FLUSHING SHALL NOT TAKE PLACE UNTIL AFTER PRESSURE TESTING HAS BEEN SUCCESSFULLY CQMPLETED. FLOW OF ALL NEWLY CONSTRUCTED WATER MANS SHALL TAKE PLACE THROUGH A "JUMPER " CONNECTION THAT INCORPORATES A CITY ISSUED CONSTRUCTION METER AND AN AWWA APPROVED DOUBLE CHECK BACKFLOW PREVENTION DEVICE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO FURNISH THE BACKFLOW PREVENTION DEVICE AND Be ABLE TO SHOW DOCUMENTED PROOF THAT SUCH A DEVICE HAS BEEN CURRENTLY TESTED AND IS IN GOOD WORKING ORDER AT TIME OF INSTALLATION. (REFERENCE CITY OF SANFORD CROSS CONNECTION CONTROL MANUAL FOR T65THC PROCEDURES.) JUMPER CONNECTION SHALL BE 2" N SIZE FOR Q" OR SMALLER WATER MAINS AND I" IN SIZE FOR 10" ANNA LARCeR WATER MANS AS FLUSHING OF 8" AND SMALLER WATER MAIMS MUST TAKE PLACE THROUGH THE'JUMPER WHILE 10' AND LARGER WATER MANS MAY BE IN FLUSHED DIRECTLY THROUGH WATER MAN TIE -- IN VALVE IN ACCORDANCE WITH SECTION W.q OF THIS MANUAL. FLUSHING OF 10' AND LARGER MAINS SHALL BE SCHEDULED WMTN WATER DISTRIBUTION DEPARTMENT A MINIMUM OF 3 WORKING DAYS IN ADVAhICE. THE PRESSURE N THE CITY'S SYSTEM SHALL BE MONITORED DURING THE FLUSHING; AND AT NO TIME SHOULD PRESSURE IN THE CITY'S SYSTEM BE ALLOWED TO DROP BELOW 50 PSI. PONT OF METER INSTALLATION MUST HAVE PRIOR APPROVAL FROM THE CITY OF SANFORD WATER DEPARTMENT AND MAY INCLUDE BUT NOT NECESSARILY Be LIMITED TO EXISTING FIRE HYDRANTS, EX13TM BLOW BLOW -OFFS, OR WET TAP ON EXISTNG WATER MAIN. WATER USED DURING FILLING AND FLUSHING OF NEWLY CONSTRUCTED WATER MAINS WILL Be BILLED TO THE CONTRACTOR. 20. HYDROSTATIC TEST PROCEPURE -- HYDROSTATIC PRESSURE TEST SHALL BE SCHEPULED WITH THE WATER DISTRIBUTION DEPARTMENT A MINIMUM OF 3 WORKING DAYS IN ADVANCE 50 WATER DISTRIBUTION PERSONNEL MAY BE PRESENT AT TIME OF TESTING, THE LINE UNDER TEST SHALL BE SLOWLY FILLED WITH WATER AT THE SPECIFIED TEST PRESSURE. THE LOWEST ELEVATION PONT ON THE SECTION BEING TESTED SHALL Be PETERMNNED AND ANDY CORRECTIONS NECESSARY SHALL BE CORRECTED TO THE ELEVATION OF THE TEST GAUGE. A BLOW OFF OR FIRE HYDRANT SHALL BE INSTALLED AT THE END OF THE LNE UNDER TEST. BEFORE APPLYING THE SPECIFIED TEST PRESSURE, ALL AIR SHALL Be EXPELLED FROM THE TEST SECTION INCLUDING SERVICE CONNECTIONS, IF FIRE HYDRANTS OF BLOW BLOW -OFFS ARE NOT AVAILABLE AT HIGH PLACES, TAPS AT POINTS OF HIGHEST ELEVATION SHALL BE MADE TO FACILITATE TESTING. WHEN TESTING 15 COMPLETE, THE SERVICE SHALL BE REMOVED. CONTRACTOR SHALL HAVE LINE CLEARED OF AIR AND PUMPED UP TO SPECIFIED TEST PRESSURE PRIOR TO SCHEDULED APPOINTMENT, IF LINE 15 NOT HOLDNG SPECIFIED PRESSURE AT TIME OF ARRIVAL OF WATER DISTRIBUTION PERSONNEL, TEST WILL Be CANCELED ANO RESCHEDULED AT THE CONVENIENCE OF THE WATER DISTRIBUTION PEPARTMENT. THE LINE SHALL HOLD THE 150 P51 TEST PRESSURE FOR A MINIMUM TWO-HOUR TEST PERIOD; SUFFICIENT MANPOWER SHALL BE EMPLOYED TO NSURE N$PECTION, IF THE LINE FAILS TO MEET TOE TEST, IT SHALL Be REPAIRED AND TEST RESCHEDULED AT LATER DATE, T115 SHALL BE REPEATED UNTIL THE 'FEST REQUIREMENTS ARE SATISFACTORY. IF MORE THAN TWO (2) PRESSURE TESTS ARE REQUIRED ON ANY SECTION OF LINE, A FEE ESTABLI5HIED BY THE CITY ENGINEERING DEPARTMENT SHALL Be CHARGED TO THE CONTRACTOR. 21. HYDROSTATIC TEST PROCEDURE LINNE PRESSURE SHALL BE MAINTAINED TO WITHIN 5 P51 OF THE TEST PRESSURE AT ALL TIMES. IF AT ANY TIME DURING HYDROSTATIC TEST, THE LINE PRESSURE DROPS MORE .THAN 5 PSI, TEST SHALL BE CONSIDERED NULL AND VOID. PRESSURE TEST SHALL Be RESCHEDULED FOR A LATER DATE AFTER LEAK HAS BEEN REQUIRED. 22. LEAKAGE TEST PROCEPURE - THE TEST PRESSURE OF 150 PSI SHALL 13E MAINTAINED WITHIN 5 PSI THROUGHOUT THE DURATION OF THE TEST, LEAKAGE FOR P,I.P. OURING THE TEST 50ALL NOT EXCEED THE ALLOWABLE LEAKAGE SPECIFIED IN AN31/AWWA 0600 87, SECTION 4, EQUATION L THE TEST PROCEDURES OF ANSI/AWWA C600 - 87, SECTION 4, SHALL BE OBSERVED, 23. ALLOWABLE LEAKAGE (P.I.P.) - NO PIPE INSTALLATION WILL BE ACCEPTED IF THE LEAKAGE IS GREATER THAN THAT PETERrk EP BY THE FOLLOWING FORMULA: L = ALLOWABLE LEAKAGE (GAL./HR.) L - SPS S LENGTH OF PIPE BEING TESTED (FT) 133,200 D = PIAPMETER OF PIPES (N.) THE ALLOWABLE LEAKAGE FOR PVC PIPE (20 FT. LENGTHS) SHALL BE q8% OF THAT OBTAINED FROM THE ABOVE FORMULA AND IN ACCORDANCE WITH AWA M23, W4, STERILIZATION AND BACTERIOLOGICAL TESTING - THE CONTRACTOR SHALL CONTRACT AMp RECEIVE PERMISSION FROM THE 5ANFORD WATER DEPARTMENT TO FLUSH MAINS AND ARRANGE FOR COMPLETE STERILIZATION BY CHLORINATION. THIS IS TO BE ACCOMPLI3HEP UNDER THE DIRECTION OF THE CITY OF SANFORD WATER DEPARTMENT, WORK SHALL CONFORM TO APPLICABLE PROVISION OF AWWA C651 y-- q2 " 01%FECTING WATER MAINS ". WATER WITH A CHLORINE CONTENT OF IPO PPM SHALL BE EVENLY DISTRIBUTED THROUGHOUT THE PIPE SYSTEM AND ALLOWED . TO REMAIN IN THE PIPE FOR 24 HOURS (WITH RESIDUAL CHLORINE NOT DROPPING TO LESS THAN 25 PPM DURING THIS PERIOD) BEFORE IT IS FLUSHED OUT AND SAMPLES ARE TAKEN BY TME WATER DEPARTMENT, WATER MAINS SHALL NOT Be FLUSHED BETWEEN SAMPLES. IF SUCH SAMPLES DO NOT DEMONSTRATE SATISFACTORY RESULTS, RESCHEDULING OF TEST, RECHILORNATION AND PAYMENT FOR ADDITIONAL SAMPLES WLL Be REQUIRED. SERVICE CONNECTIONS MADE BEFORE TESTOG SHALL ALSO Be DISINFECTED. STERLIZATION AND BACTERIOLOGICAL TESTING -- THE FOLLOWING GUIDELINES PROCEDURES MUST BE FOLLOWED FOR BACTERIOLOGICAL TESTING WATER MANS: I. MINIMUM REQUIREMENTS FOR SAMPLING POINTS INCLUDE ONE PONT ADJACENT TO THE TL --IN WITH THE CITY MAN, ONE POINT AT THE END OF THE MAN, AND SUCCESSIVE PANTS 300' - 400' N BETWEEN. 2. WITH PRIOR APPROVAL FROM THE MIEL60URW WATER DEPARTMENT, LONG STRAIGHT RUNS MAY HAVE FEWER SAMPLE JOINTS -- BUT NOT LESS THEN I EVERY 1200' 3, ALL SAMPLE POINTS MUST BE ABLE TO BE STERILIZED USING A PROPANE TORCH. METAL FAUCETS CAN Be NSTALI..EP, OR SERVICE LINES WITH FEMALE ADAPTERS TO FIT $/4" OR I" FAUCET CAN BE USED. 4. THERE MUST BE NO LEAKS N ANY LINES AS THIS WILL CONSTITUTE A FAILURE. SAMPLE POINTS MUST NOT Be MOVED DURING THE TEST. 5. PLEASE KNOW THE LAYOUT OF THE PIPES, PIAMETERS, AND MATERIALS. A BLUEPRNT IS PEQUIRED, SAMPLE POINTS SHALL BE MARKED ON PRINT FOR FUTURE SUBMISSION TO FOC -P. 6. KNOW THE DATE OF CHLORINATION. ALLOW CHLORINE TO STAND IN LNES FOR 24 HOURS AND THOROUGHLY FLUSH TO GIVE A CONCENTRATION EQUAL TO A SURROUNDING CITY MAIN, THIS ENSURES ADEQUATE FLUSHING. FLUSHING OUT OF FREE CHLORIDE SHALL BE DONE PRIOR TO SAMPLING APPOINTMENT. 7. THERE MUST BE SOMEONE KNOWLEDGEABLE OF THE MAINS BEING TESTED N ATTENDANCE WITH THE TESTER AT LEAST ON THE FIRST PAY. ON THE SECOND PAY, PEPENPNG ON THE CONDITIONS, THE ATTENDANCE MAY BE WAIVED AT THE DISCRETION BF THE TESTER. 8, A 15 MINNUTE WAIT WLL BE MADE BY THE TESTER, NO SHOWS WLL CONSTITUTE N FAILURE. 9. SAMPLING WILL BE DONE TWO CONSECUTIVE DAYS. VERBAL RESULTS WILL BE AVAILABLE AT WATER / SEWER ADMINISTRATION OFFICE 24 HOURS AFTER SECOND DAY'S SAMPLES ARE ANALYZED. 10, MAINLINES CAN BE FILLED ON THE BASIS OF CHLORINE RESIPUAL, COLIFORM GROWTH, DIRTY WATER, AND UNIPREPAREDNE55 ON THE PART OF THE CONTRACTOR. 11. TESTS WLL BE SCHEDULED NO LATER IN THE WEEK THAN WEDNESDAY. ALL WORK NVOLVINNG OVERTIME TESTING SHALL HAVE PRIOR APPROVAL AND SHALL BE PAID BY CONTRACTOR, 12. FINAL BACTERIOLOGICAL RESULTS MUST BE SUBMITTED TO FDEP A3 SOON AS POSSIBLE. CONNECTION TO EXITING SYSTEM - THE CONTRACTOR SHALL WITHOUT EXCEPTION CONTACT THE CITY WATER DISTRIBUTION OFFICE A MINIMUM OF 3 WORKNG DAYS IN ADVANCE AND SCHEPULE APPOINTMENT 30 WATER DISTRIBUTION PERSONNEL CAN BE PRESENT AT THE TIME OF CONNECTION TO EXISTING CITY WATER SYSTEM. ONCE CONNECTION IS COMPLETED, WATER DISTRIBUTION PERSONNEL WILL IMMEDIATELY "LOCK OUT' THE CONNECTING VALVE, TtaIS VALVE WILL REMAIN LOCKEP IN ACCORDANCE WITH SECTION W.7.1 OF THIS MANUAL. CONTRACTOR SHALL ALSO MAINTAIN ALL REQUIRED PERMITS AND NOTIFY ALL OTHER UTILITIES PRIOR TO EXCAVATION OF EXISTING WATER MAN. THE CONTRACTOR SHALL TAKE ALL. NECESSARY PRECAUTIONS TO AVOID CONTAMINATION AS OUTLINED IN AWWA 0651-q2 SECTION 10 WHEN TIEING INTO AND/OR CONNECTING TQ EXIS"TNG ANDD / OR ACTIVE WATER MAINS. TAPPING SADDLES SUPPLIED BY CONTRACTORS SHALL BE APPROVED AND IN5PECTEO BY THE WATER DEPARTMENT PRIOR TO INSTALLATION AND SHALL MEET ALL REQUIREMENTS OF SECTION W.3.3.2 OF THESE TECHNICAL PROVISIONS. THE INSTALLED SADDLE SHALL BE TESTED WITH WATER AT 150 PSI FOR 20 MINUTES PRIOR TO THE TAPPING TO INSURE A WATER TIGHT INSTALLATION, THE PRESSURE TEST WILL BE PERFORMED BY CITY APPROVED CONTRACTOR AND WITNESSED BY THE CITY OF SANFORD WATER PEPARTMENT. WATER DISTRIBUTION DEPARTMENT IS TO BE GOrJTACTED A rINHMIJM OF 3 WORKING DAYS IN ADVANCE OF ANY SUCH TESTING AND/OR INSPECTION. EVAL CLEAN LE-ACCEETAUCE NOW FINAL CLEAN UP ACCEPTANCE -- UPON COMPLETION OF THE WORK AND BEFORE ACCEPTANCE BY THE CITY OF SANFORD WATER PEPARTMENT, THE CONTRACTOR SHALL REMOVE ALL DEBRIS, COMPLETE 50PONG, SPRIGGING OR SEEDING E REQUIRED BY THE PLANS, AND SHALL LEAVE AI_L AREAS AFFECTEP BY HIS OPERATION IN A NEAT AND PRESENTABU.E CONDITION. I. ALL HYDRANTS SHALL HAVE A MINIMUM 514" VALVE OPENING, ONE 4W PUMPER NOZZLE AND TWO 2i6" HOSE NOZZLES. FIRE HYDRANTS SHALL Be MANUFACTURED N ACCORDANCE WITH AWWA 502 AND 51-IALL HAVE BRONZE MAIN SEAT THREADING SURFACES, CITY APPROVED HYDRANTS INCLUDE MUELLER MOREL No. A--423 SUPER CENTURION AS MANUFACTURED BY MUELLER COMPANY, CLOW MEDALLION AS MANUFACTURED BY CLOW CORPORATION, B--194-8 AS MANUFACTURED BY AMERICAN FLOW CONTROL. OR METROPOLITAN 250 AS MANUFACTURED BY US PIPE. ALL HYDRANTS SHALL BE TRAFFIC TYPE AND DRAIN HOLES SHALL BE PLUGGED AT THE FACTORY. ALL UPPER VALVE SHALL 6E BRorJZE OR PLATES AND SAFETY COUPLINGS EPDXY COATED FOR CORROSION RESISTANCE, 2. NO MORE THEN (1) SIX INCH EXTENSION SHALL Be USED TO RAISE HYDRANT TO ACCEPTABLE GRADE, IN THOSE CASES WHERE HYDRANTS FALL MORE THAN SIX INCHES BELOW ACCEPTABLE GRADE, A MECHANICAL JOINT SWIVEL TYPE "GRADELOCK" FITTINGS SHALL Be USED TO RAISE COMPLETE HYDRANT ASSEMBLY. ACCEPTABLE GRAPE FOR ALL FIRE HYDRANTS SHALL BE INTERPRETED AS NOZZLE HEIGHTS OF NO LESS THAN 20" ANP NOT MORE THIAN 28" ABOVE TOP OF BACK OF CURB OR SIDEWALK, WHICHEVER IS CLOSEST TO HYDRANT. CENTER OF ALL HYDRANTS SHALL BE SET NO MORE/ LESS THAN 3' M INNUM OR 8' MAXIMUM FROM BACK OF CURB. A 6" M.J. HYDRANT CONNECTION SHALL BE PROVIDED USING A HYDRANT VALVE ANCHORING TEE WITH INTEGRALLY CAST STANDARD M.J. GLAND ON 6" PLAIN r ENID ADDITION, AL Y T E SPLUGGED BRANCH. IN pDl L H DRAN WE PMOL MUST BE PRIOR TO INSTALLATIONN, ALL HYDRANTS SHALL BEPRIMEDWITH RUSTOLEUM #q60 AND BE PAINTED RUSTOLEUM #659 YELLOW PRIOR TO CITY ACCEPTANCE, 3, ALL FIRE HYDRANTS SHALL Be LOCATED AS SHOWN ON THE PLANS AND MARKED ON THE PAVEMENT WITH A BLUE REFLECTOR. ON UNPAVED STREETS A BLUE REFLECTOR SMALL Be AFFIXED TO A POST AND PLACER AS CLOSE TO THE EDGE OF THE ROAD AS PRACTICABLE SO AS TO VISIBLE. THE HYDRANTS SHALL BE LOCATED IN SUCH A MANNER AS TO PROVIDE COMPLETE ACCESSIBILITY AND ALSO IN A MANNER THAT THE POSSIBILITY OF DAMAGE FROM VEHICLES OR INJURY TO PEDESTRIANS WILL BE . MINIMIZED. ALL HYDRANTS SHALL STAND PLUMB WITH THE PUMPER NOZZLE FACING AT 'THE CURB AND THE BURY LINE OF THE HYDRANT AT THE FINISHED GRADE, FIRE HYDRANTS INSTALLED IN STATE HIGHWAY RIGHT OF WAYS SHALL Be IN ACCORDANCE WITH ANY PEPARTMENT OF TRANSPORTATION REQUIREMENTS, ALL FIRE HYDRANTS SHALL BE CONNECTED TO THE MAN IN THE MANNER SHOWN IN THE DETAIL SHEET. 01C.. 90? e I. ALL PVC SEWER PIPES SHALL MEET THE REQUIREMENTS OF: ASTM D 3034, D 2241, F 477, P 3212 ANSI A21.10 AWWA C--110 2. ALL GRAVITY SEWER PIPE IN THE PROJECT SHALL Be POLYVINYL CHLORIDE (PVC), UNl.E3S OTHERWISE NDICATED. 3. ALL PVC GRAVITY SEWER PIPE SHALL CONFORM TO ASTM P 3034 5DR 35. 4. JOINTS FOR PVC SEWER PIPE SHALL BE RUBBER GASKETED TYPE COMPLYWC IN ALL RESPECTS TO THEE PHYSICAL REQUIREMENTS OF ASTM D 3212 AND ASTM F 477, LUBRICANT FOR JOINTING AS APPROVED BY THE PIPE MANUFACTURER SHALL BE USED FOR CONNECTNG PVC PIPES TO MANHOLES, 5. DISTRIBUTE MATERIAL ON THE JBB NO FASTER THAN IT CAN Be USED TO GOOD ADVANTAGE, UNLOAD PIPE WHICH CANNOT BE PHYSICALLY LIFTED BY WORKERS FROM THE TRUCKS, HY A FORKLIFT, OR OTHER APPROVED MEANS. DO NOT DROP PIPE OF ANY SIZE FROM THE BED OF TME TRUCK TO TME GROUND. 6. INSPECT ALL PIPE AND FITTINGS PRIOR. TO LOWERING NTO TRENCH TO ENSURE NO CRACKED, BROKEN, OR OTHERWISE DEFECTIVE MATERIALS ARE BEING USED. CLEAN ENPS OF PIPE THOROUGHLY. REMOVE FOREIGN MATTER AND DIRT FROM INSIDE OF PIPE AND KEEP CLEAN DURING AND AFTER LAYING. 7. USE PROPER IMPLEMENTS, TOOLS, AND FACILITIES FOR THE SAFE AND PROPER PROTECTION OF THE WORK. LOWER PIPE NTO THE TRENCH IN SUCH A MANNER AS TO AVOID ANY PHYSICAL DAMAGE TO THE PIPE. REMOVE ALL PAMAGED PIPE FROM THE JOB SITE, DO NOT DROP OR DUMP PIPE INTO TRENCHES UNDER ANY CIRCUMSTANCES. 8. ALL SEWER LINES BETWEEN MANHOLES SHALL BE ABSOLUTELY STRAIGHT .. AND TRUE, NO CURVATURE SHALL BE TOLERATED. q. DO NOT DEVIATE FROM LINE OR GRAPE, AS ESTABLISHED BY THE ENGINEER, MORE THAN 1/2 INCH FOR LINE AND 1/4 NCH FOR GRAPE, PROVIDED THAT SUCH VARIATION DOES NOT RESULT IN A LEVEL OR REVERSE SLOPING INVERT. 10. ESTABLISH LINE AND GRAPE FOR PIPE BY THE USE OF LASERS OR BY TRANSFERRING THE CUT FROM THE OFFSET STAKES ESTABLISHED BY THE ENGINEER TO BATTER BOARDS SET N THE TRENCH AT MAXIMUM INTERVALS OF 25 T. MAINTAIN A MINIMUM OF THREE SETS OF BATTER BOARDS WITH STRING LINE AHEAD OF THE PIPE LAYING AT ALL TIMES. 11. PIPE LAYING SHALL PROCEED UPGRADE WITH SPIGOT END5 POINTING N PIRECTION OF FLOW. AFTER A SECTION OF PIPE HAS BEEN LOWERED INTO THE PREPARED TRENCH, CLEAN THE END OF THE PIPE TO BE JOINED, THE INNPE OF THE JOINT, AND THE RUBBER RING IihtEDIATELY BEFORE JOINING THE PIPE. MAKE ASSEMBLY OF THE JOINT N ACCORDANCE WITH THE RECOMMENDATIONS OF THE rIAN1UFACTURER OF THE TYPE OF JOINT USED. PROVIDE ALL SPECIAL TOOLS ANO APPLIANCES REQUIRED FOR THE JOINTING ASSEMBLY, 12. AFTER THE DONT NAS BEEN NAPE, CHECK PIPE FOR ALIGNMENT AND GRAPE. THE TRENCH BOTTOM SHALL FORM A CONTINUOUS AND UNIFORM BEARING AND SUPPORT FOR THE PIPE AT EVERY POINT BETWEEN JOINTS. APPLY SUFFICIENT PRESSURE IN MAKING THE JOINT TO ASSURE THAT THE JOINT 15 "HOME" AS DEFINED IN THE STANDARD INSTALLATION INSTRUCTIONS PROVIDED BY THE PIPE MANUFACTURER. TO ASSURE PROPER PIPE ALIGNMENT AND JOINT MAKEUP, PLACE SUFFICIENT PIPE ZONE MATERIAL TO SECURE THE PIPE FROM MOVEMENT BEFORE THE NEXT JOINT IS INSTALLED. 13. WHEN PIPE IS LAID WITHIN A MOVABLE TRENCH SHIELD, TAKE ALL NIECESSARY PRECAUTIONS TO PREVENT PIPE JOINTS FROM PULLING APART WHEN MOVING THE SHIELD AHEAD. 14. TAKE THE NECESSARY PRECAUTIONS REQUIRED TO PREVENT EXCAVATED OR OTHER FOREIGN MATERIAL FROM GETTNG INTO THE PIPE DURING THE LAYING OPERATION. AT ALL TIMES, WHEN LAYNG OPERATIONS ARE NOT IN PROGRESS, AT THE CLOSE OF THE PAY'S WORK, OR WHENEVER THE WORKERS ARE ABSENT FROM THE JOB, CLOSE AND BLOCK THE OPEN END OF THE LAST LAID SECTION OF PIPE TO PREVENT ENTRY OR FOREIGN MATERIAL OR CREEP OF THE GASKETED JOINTS. 15. PLUG OR CLOSE OFF PIPES WHICH ARE STUBBED OFF FOR MANHOLE CONSTRUCTION OR FOR CONNECTION BY OTHERS, WITH TEMPORARY PLUGS AS SPECIFIED IN THE MANHOLE SPECIFICATIONS. 16. TAKE ALL PRECAUTIONS NECESSARY TO PREVENT THE "UPLIFT" OR FLOATING OF THIS LINE PRIOR TO THE COMPLETION OF THE BACKFILLING OPERATION. 17, WHERE NONRIINFORCEP PIPE IS CONNECTED TO MANJHOLE5 OR CONCRETE STRUCTURES, MAKE CONNECTION 50 THAT THE STANDARD PIPE JONT IS LOCATED NOT MORE THAN 3 FEET FROM THE OUTSIDE EDGE OF THE STRUCTURE. 18, WHEN CUTTING AND/OR MACHINING THE PIPE IS NECESSARY, USE ONLY TOOLS AND METHODS REGOMMIENPED BY THE PIPE MANUFACTURER. Iq. AFTER COMPLETION OF TESTING AND PRIOR TO FINAL ACCEPTANCE AND FINAL MANHOLE -TO -MANHOLE INSPECTION OF THE SEWER SYSTEM BY THE ENGINEER, FLUSH AND CLEAN ALL PARTS OF THE SYSTEM. REMOVE AI.L ACCUMULATED CONSTRUCTION DEBRIS, ROCKS, GRAVEL, SAND, SLT, AND OTHER FOREIGN MATERIAL FROM THE SEWER SYSTEM AT OR NEAR THE CLOSEST DOWNSTREAM MANHOLE. "o, plal PROJECT Na; FILE NO: ,2002\ 20OR -53\ C- DESIGNED BY: N.D, DRAWN BY: M.U. CHECKED BY: N.D. DATE: 018103 DRAWING NO: C- 8'l< ,SHEET () Of N'L�V x - 1 - _ _-- _ __- -._ _- __ .__ __ /� Ii M W. .il 1:. 00 .. 2 Y •' • , v �' # t sNtL 9 "o, plal PROJECT Na; FILE NO: ,2002\ 20OR -53\ C- DESIGNED BY: N.D, DRAWN BY: M.U. CHECKED BY: N.D. DATE: 018103 DRAWING NO: C- 8'l< ,SHEET () Of N'L�V x - 1 - _ _-- _ __- -._ _- __ .__ __ /� O.A. SPREAD 1/2" RUBBER HOSE S FORD C PROPOSED LANDSCAPING (TREES,SHRUBS & GROUND CVR.) 2' DIA. ®5' HIGHT DOUBLE STRAND 16 GA. 6' GALV. STEEL WIRE TWISTED TRIANGULTE EQUALLY SPACED TO CREATE VERY 3' X 4' X p T TAKE TALL MIN. 5 Addy GRA E TAUT LINE 4.5' ABOVE GRADE 0 AND MIN. 42' BELOW GRADE SURVEYORS FE THREE SKX MULCHTH ALL TAPE -WHIT COLOR Cot N LOCATED INKM 12' LENGTH HANGING o 12' MIN. HT. "5' 4 MIN. CALIPER 4.5' ABOVE GRADE EVENLY SPREAD 3' LAYER 6' HT. WATERING SAUCER OF CYPRESS MULCH TO BE REMOVED AT Tr* BACKFILL SOIL - SEE OF MULCHING SPECIFICATIONS FOR COMPOSITION I AND FERTILIZER REQUIREMENTS ul z SOD ROOTS TO BE I I' HIGHER THAN TOP z D OF 3' MULCH LAYER SWEET GUM HYBRID Arabic ambar s t yra c i f I u a NOTE STAKE AS SHOWN ALL TREES TOP OF ROOT BALL TRUNK TO BE 2' DIA. AT 4' HT. W/ 5 CLJ:AR TR" TO BE SET AT 1.5' ABOVE GRADE OOR 7 BAIL AND 1.5' BELOW TOP OF MULCH OMPACT EXISTING SOL PLANTING HOLE TO BE TO BRING TOP OF ROOT 2X ROOT BALL MN. BALL TO C ABOVE FINISHED GRADE TREE PLANTING DETAIL EXISTING X = SANITARY MANHOLE y TOP=29.56 I } I `J , INV=15.32 ..� IRON & } _4 F 4" �'. CO If #338 • v Id 4 •• l D • (f) '• z 71 �p �I �- •. A n,1��V 1J I G, v a 20 W >ILI _ m, ry (D I I D O71 v 7 I c n' c • G Va i 1 - • uE Q : ► ► ► \ V�5' EXC-JSIVF S FORD C PROPOSED LANDSCAPING (TREES,SHRUBS & GROUND CVR.) • • L THIS PLAN 6 SUBMTTED FOR REVIEW AS REQUIRED BY CITY OF SANFORD ORDNANCE ALL CHANGES SHALL BE APPROVED BY THE CITY OF SANFORD. 6' QTY. PRUNE + TIE FRONDS I MIN. HEIGHT IMIN. SPREAD kRUNK/SPACING 4.5' ABOVE GRADE 0 CAN 0 P Y / 5 N A D E T Q E E 5 S SERVICES, DIVISION OF PLANT INDUSTRY. o� K3 M - - WRAP 10 LAYERS OF ORGANIC BURLAP o 12' MIN. HT. "5' 4 MIN. CALIPER 4.5' ABOVE GRADE PALM — TO TRUNK AT POINT OF SUPPORT 3' SPACE WITHOUT • IO J IOW �I O� 12' MIN. HT. 4" MIN . CALIPER 4.5' ABOVE GRADE 6' �I z I I 70 z D 4 SWEET GUM HYBRID Arabic ambar s t yra c i f I u a WIRE C14 GA.) 3 WOOD CLEATS. 6' S' CLEAR TRUNK 400 j. 3 GAL. MAGNOLIA •f_ 2x4xG. TO TRUNK A5 w r Raphiolepis indica SUPPORT FOR BRACERS w 0 3 C2x4) WOOD BRACERS v ul 3 GAL. 120 APART 30"' O.C. 1 1 3' CMIN) SHREDDED CYPRESS MULCH Ligustrum japonicum O 12• FINISHED GRADE a0 3 LLJ Q O p MIN- p SUBG DE (\, }_ EXIST. Z ,°; �;a�'--•' 18" RCP ROOT BALL • uE Q : ► ► ► \ V�5' EXC-JSIVF S FORD C PROPOSED LANDSCAPING (TREES,SHRUBS & GROUND CVR.) • • L THIS PLAN 6 SUBMTTED FOR REVIEW AS REQUIRED BY CITY OF SANFORD ORDNANCE ALL CHANGES SHALL BE APPROVED BY THE CITY OF SANFORD. 6' QTY. I COMMON NAME I MIN. HEIGHT IMIN. SPREAD kRUNK/SPACING 4.5' ABOVE GRADE 2. ALL NEW PLANT MATERIALS SHALL BE FLORIDA #I GRADE OR SETTER AS DEFINED N GRADE STANDARDS FOR NURSERY PLANTS., PART I AND PART 2, PUBI.151 ED BY FLORIDA DEPT. OF AGRICULTURE AND CONSLMR CAN 0 P Y / 5 N A D E T Q E E 5 S SERVICES, DIVISION OF PLANT INDUSTRY. o� K3 M - 25 SO. MAGNOLIA Magnolia grandiflora 12' MIN. HT. "5' 4 MIN. CALIPER 4.5' ABOVE GRADE 6 CLEAR TRUNK 3' SPACE WITHOUT • IO J IOW �I • 12' MIN. HT. 4" MIN . CALIPER 4.5' ABOVE GRADE 6' �I �Otr'U- I I 70 I 4 SWEET GUM HYBRID Arabic ambar s t yra c i f I u a 12' MIN. HT. 4" MIN. CALIPER .5 ABOVE GRADE 6' S' CLEAR TRUNK 400 j. 3 GAL. MAGNOLIA •f_ 5' CLEAR loo Raphiolepis indica C*j O { W n'j ul 3 GAL. �? II 30"' O.C. Ligustrum japonicum a a a0 3 .NOTE: - I LANDSCAPING' SHALL 0E PLACE SUCH THA T WILL NOT CONFLICT W/ FIRE HYDRANT. PROVIDE MIN. 3' CLEARENCE A T ALL THREE 51DE3 [O 70' .......... 4116� M: .1.1 • Mr )VJQJ EVENLY SPREAD O.A. SPREAD 3' LAYER OF MULCH 11 r _L f 1 5_ SAUCER "�� 1PORARY 2� r NISHED - IY•lili ,il;rl - _ -,� r;.- r ti •.�-S'c - 1111111 ;,;1;1;1; _ _. r •. r�J'.-r"p . EXISTING 111�1�111111111 SUBGRADE BACKFILL MI COMPACT EXISTING SOIL 3 (SEE SPECS) TO BRING TOP OF ROOT 2X ROOT BALL BALL TO I" ABOVE FINISHED GRADE NOTE : ALL CONTAINERIZED ROOT BALLS SHALL BE FULL AND SOLD UPON REMOVAL FROM CONTAINER AT PLANTING SHRUB AND GROUND COVER DETAIL EXISTING NOTES: PROPOSED LANDSCAPING (TREES,SHRUBS & GROUND CVR.) LITTLE GEM L THIS PLAN 6 SUBMTTED FOR REVIEW AS REQUIRED BY CITY OF SANFORD ORDNANCE ALL CHANGES SHALL BE APPROVED BY THE CITY OF SANFORD. 6' QTY. I COMMON NAME I MIN. HEIGHT IMIN. SPREAD kRUNK/SPACING 4.5' ABOVE GRADE 2. ALL NEW PLANT MATERIALS SHALL BE FLORIDA #I GRADE OR SETTER AS DEFINED N GRADE STANDARDS FOR NURSERY PLANTS., PART I AND PART 2, PUBI.151 ED BY FLORIDA DEPT. OF AGRICULTURE AND CONSLMR CAN 0 P Y / 5 N A D E T Q E E 5 S SERVICES, DIVISION OF PLANT INDUSTRY. o - 25 SO. MAGNOLIA Magnolia grandiflora 12' MIN. HT. "5' 4 MIN. CALIPER 4.5' ABOVE GRADE 6 CLEAR TRUNK 3' SPACE WITHOUT 3. UPON FINAL INSPECTION, ANY PLANT THAT APPEARS TO BE DAMAGED OR N SHOCK SO THAT if IS NO LONGER FLORIDA GRADE #I WILL BE REMOVED AND REPLACED WITH A HEALTHY PLANT OF THE SAME SPECIFIED TYPE AND SIZE. 4. OWNER WU. BE RESPONSNLE FOR MANTENANCE AND SURVIVAL OF ALL REQUIRED PLANTS AND GRASS. 5. ALL PLANT MATERIALS SHALL BE WT41ED WITH SOUND HORTICULTURAL PRACTICE, N SOL THAT IS SUITABLE _ � Sabal LIVE OAK Quercus v i r g i n i o n a 12' MIN. HT. 4" MIN . CALIPER 4.5' ABOVE GRADE 6' 5' CLEAR TRUNK MULCH AT STEMS - PAVEMENT SIDEWALK, TERRACE OR PARKING) FOR PLANT GROWTH WITH ADEQUATE MANAGE, AND WITH 0.5 LBS. PER 12' OF NT. OF A 4-8-8 RATIO FORMULA FERTILIZER. 6. THE INSTALLER OF PLANT MATERIALS SHALL VERIFY THE LOCATION OF ALL EXISTING OR PROPOSED UTILITIES PRIOR TO ANY EXCAVATION AND SHALL NOT PLANT ANY MATERIALS OR FINISH GRADE N ANY LOCATION THAT WLL INTERFERE WITH THOSE FACILITES. TOP OF MULCH LAYER SHALL BE I' BELOW PAVEMENT GRADE I 7. THE INSTALLER OF PLANT MATERIALS SHALL. VERIFY THE LOCATION OF ALL STORMWATER MANAGE FACILITES PRIOR TO ANY EXCAVATION AND SHALL NOT PLANT ANY MATERIALS OR FLASH GRADE N ANY LOCAT04 THAT WILL INTERFERE WITH THOSE FACILITIES OR THE MANAGE PATTERNS. 8. ALL TREES N SOD AREAS ARE TO HAVE 5' DIAMETER RING WITH 3' LAYER OF ORGANO MULCH AROUND THE TRUNKS.. 9. ALL LANDSCAPE BED AREAS TO HAVE A 3' LAYER OF 311f OMO CYPRESS MULCH. . .• 17 SWEET GUM HYBRID Arabic ambar s t yra c i f I u a 12' MIN. HT. 4" MIN. CALIPER .5 ABOVE GRADE 6' S' CLEAR TRUNK 400 INDIAN HAWTHORN 3 GAL. MAGNOLIA 12' MIN. HT. 5' CLEAR loo - IY•lili ,il;rl - _ -,� r;.- r ti •.�-S'c - 1111111 ;,;1;1;1; _ _. r •. r�J'.-r"p . EXISTING 111�1�111111111 SUBGRADE BACKFILL MI COMPACT EXISTING SOIL 3 (SEE SPECS) TO BRING TOP OF ROOT 2X ROOT BALL BALL TO I" ABOVE FINISHED GRADE NOTE : ALL CONTAINERIZED ROOT BALLS SHALL BE FULL AND SOLD UPON REMOVAL FROM CONTAINER AT PLANTING SHRUB AND GROUND COVER DETAIL EXISTING SANITARY MANHOLE «, 9 ' 500,92 . TOP; --29.600 N 89°54 16 E `0092 4.94 5 1- -- -- INV=1 — — ";�l�e---�-- • DUMP. I I u I IMo . rn Z —I z C C =0 FT] F- O n FEI R_ R I< u u FTS D I O z z� zC M r -n m zz XCn Cn y- : FTI rn < u z z z FTI I>� Mf z� �z I C� V 11 LITTLE GEM 4" MIN. CALIPER 6' TRUNK lj 0 \J Ul O �► 4.5' ABOVE GRADE c� V S PALM TREE5 o rl�A4 i CABBAGE PALM 12' MIN. HT. Q 4' CLEAR O G v J 6 Sabal 4" MIN. CALIPER 8 TRUNK O PV�palmetto t.5' ABOVE GRADE . .• 1\J lu 5 H I u135 cD 400 INDIAN HAWTHORN 3 GAL. 36" " 30 O.C. . -A loo Raphiolepis indica C*j { 33C OLD TIP LIGUSTRUM 3 GAL. 3611 30"' O.C. Ligustrum japonicum a a SANITARY MANHOLE «, 9 ' 500,92 . TOP; --29.600 N 89°54 16 E `0092 4.94 5 1- -- -- INV=1 — — ";�l�e---�-- • DUMP. I I u I IMo . rn Z —I z C C =0 FT] F- O n FEI R_ R I< u u FTS D I O z z� zC M r -n m zz XCn Cn y- : FTI rn < u z z z FTI I>� Mf z� �z I C� V o I 7) • • -1 00 �' (� y ((-C)( lj 0 \J Ul O �► O c� V --- N 8)°54 29 E 495, 4 40" TING Ess--- ESS � 8" PVC_ mssI \--- 6ss �I \_ EXISTING ,I SANITARY MANHOLE TOP=30.46 INV=26.28 CONCRETE DRIVEWAY/ ,I o ° •. 11 FS L A VILr PHASE l PA VING I PHASE 11 PA VING n PHASE l PA VING PHASE 11 PA V11VC 10 PHASE l PAVING I PHASE 1I PAVING LANDSCAPING SHALL OE PLACED SUCH THAT WILL NOT CONFLICT W/ FIRE DEPT- CONN. (FDC), PROVIDE MIN. 3' CLEARENCE AT ALL THREE SIDES (i 0 41 oc�'� ' �O°� 000000000. 0000000 ,..,; ! 000000°V �' r� � R � � •'rte A. � L• 1i O vQ �� ".,,,`? � � . • - „ (1 112 T EXISTING 8 ESPVC __ Q`-`_ SS �.."`—F I I EXISTING SANITARY MANHOLE TOP=31.70 INV=7R QF, CONCRETE DRIVEWAY/ E�� a — ESQ— mss55- LANDSCAPE PLAN SCALE I''= 20' 1 M 'I • • V o I 7) • • -1 I I Z U� W Icy CoM • S •� . F_ o i (SI V Q � O oc O U p �" O N . .• 1\J lu N cD s Fri I , . -A loo co C*j 113 1 XIST. [.G T POLE - V Z U� W CoM S V Q � O oc O U p �" O N DOD Cc ca lu N cD N co C*j i U. V V a a LLJ Q O p U� W Z O � O � owc oy'c V V a a LLJ Q O p p (\, Z IA 18 IC IE IF 1C: 11� 1 2 3 4 3 b 100i 16-1 AA -- -,I AA ; i 1 4.0 4:0 4 0 I I I 1A I I I1 ^ 2 4,0 i I � i \ I 5,0r, \\ 8# AA I -54- 5.7 4.l, r, .4- I I / I I I I I 1 I \2 7 50 7.3 9.1 4 L o �\ AA �LIJ 7:8 10.0 1 BB 3,5 4:5 7. U 7.9 i i y 2.7 3,7 5.5 8.0 \� I 4 6.2 10.0 9 PTO �1 AA 5-7 7.4 7 ' / I 7,2 71 6._ 8l �\ I 41 \ I 1, .. 6.0 6.1 i 1 I .'dn 3,6 36 3.c, C' I 0 a T AA -� AA' e LUMINAIRE 8 SCHEDULE � r ELECTRIC GATE. --------------------------------------- Symbol Label Qty Catalog Number Description Lamp F'Re Lumens LLF Watts 7.`a 10 7.4 EB #0000015 TLC Number: 503056 AREA LIGHT WITH HIGH ONE 400 -WATT CLEAR �I AA 23 KAD 400M SR4SC PERFORMANCE SR4SC ED -28 METAL HALIDE, 1t19477,1es 32000 0.72 465 CONTRACTORS SHALL NOT BID OR BUILD FROM PARTIAL SETS. OPTICS, CLEAR FLAT HORIZONTAL POS. GLASS, AREA LIGHT WITH HIGH TWO 400 -WATT CLEAR BB 9 KAD 400M SR3 PERFORMANCE SR3 ED -28 METAL HALIDE, tt19476.les 32000 0.72 930 OPTICS, CLEAR FLAT HORIZONTAL POS. GLASS, STATISTICS Description Avg Max Min Max/Mln Avg/Min �'c;.r<ir:g_..Ir•rg- il)t 6.3 f 11.9 f 2,7 f 4,411 2311 F'arkirlg., ri tt I.ot 5.4 f 10.5 f 2.7 f 3.911 2.011 1 2 3 H L1A-33 N H OTOCELL 1 8 9 � r ELECTRIC GATE. --------------------------------------- I I I I I I 874 Dixon Blvd. IN 4.0 Cocoa, Florida 32922 7,6 7.`a 10 7.4 EB #0000015 TLC Number: 503056 � ' OF Seal IT IS THE RESPONSIBILITY OF THE CONTRACTOFa3 TO REVIEW THE COMPLETE ARCHITECTURAL AND ENGINEERING PACK OE, COORDINATMG AND SUPPLYWI ALL MATERIALS AND PRODUCTS WHICH ARE CONSIDERED PART OF THEIR TRADE. CONTRACTORS SHALL NOT BID OR BUILD FROM PARTIAL SETS. 1 8 9 1P� ELECTRIC GATE. --------------------------------------- I I I I I I 874 Dixon Blvd. IN ELECTRICAL SITE PLAN 1" = 20'-0" LIGHTING CONTACTOR LC -1 20AMP 12 POLE NEMA 1 ELECTRICALLY HELD. MOUNT An IAnrAIT Tn nA\Irl 111 120V 20AMP TOGGLE SWITCH, MOUNT ADJACENT TO PANEL H1. PROVIDE IDENTIFICATION LABEL. PARKING LOT LIGHTING EXTERIOR LIGHTING CONTACTOR LC -1 CONTROL DIAGRAM N.T.S. 4 3 b 7.7 16-1 ROUTE LIGHTING CIRCUIT THROUGH LIGHTING CONTACTOR LC -1. SEE DETAIL THIS SHEET. 16-2 PROVIDE 1" UNDERGROUND CONDUIT TO J -BOX FOR FUTURE ELECTRIC GATE. .,, .,;ter--•--'-?�;=�`-'.-.. 874 Dixon Blvd. IN 4.0 Cocoa, Florida 32922 7,6 7.`a 10 7.4 HANDHOLE WI1 AND GASKET POLE BASI (TWO PIEC GENERAL DESCRIPTION ROUND TAPERED STEEL POLE BRONZE WITH HANDHOLE COVER AND BASE COVER ARRANGE FOR POLE TOP DOUBLE LUMINAIRE AS INDICATED ON PLANS. ELECTRICAL INTERNAL MOUNTING STUD PROVIDED FOR GROUND CONNECTION PROVIDE 3 #8 AWG FROM HANDHOLE TO LUMINAIRE MOUNTING INSTALL POLE TO BASE WITH FOUR HOT -DIPPED GALVANIZED ANCHOR BOLTS (4), NUTS (8) AND WASHERS (8) WITH POSITIONING TEMPLATE. NOTES: 1. SITE LIGHTING MUST CONFORM TO BREVARD COUNTY PERFORMANCE STANDARD 62-2251 THROUGH 62-2272 AND IS REQUIRED TO BE DEMONSTRATED AND MET PRIOR TO PERMIT APPROVED BY BREVARD COUNTY. 2. CONTRACTORS TO PROVIDE HOUSE SIDE OR PROPERTY LINE SHIELDS WHERE REQUIRED TO MEET BREVARD COUNTY ORDINANCES. 3. FIXTURE MUST ADHERE TO TURTLE ORDINANCE REQUIREMENTS. POLE AND BASE DETAIL N.T.S. 8 LO Q� SHOEBOX FIXTURE CUT OFF FIXTURE PROVIDE HOUSE SIDE SHIELD WHERE REQUIRED TO COMPLY WITH BREVARD COUNTY ZONING ORDINANCE NOTE #1 & #2 BELOW. CONTRACTOR MAY UTILIZE DIRECT BURIAL CONCRETE POLE IN LIEU OF STEEL POLE PER OWNER DIRECTION. BURIAL DEPTH SHALL BE 7 FEET MINIMUM. 9 4" i/8" x 10' CU ;LAD GROUND ROD IOD AI 13 I CI DI EI FI CS 1 HI ISSUE H 1 STORY MARK DATE DESCRIPTION NOTES 16-1 ROUTE LIGHTING CIRCUIT THROUGH LIGHTING CONTACTOR LC -1. SEE DETAIL THIS SHEET. 16-2 PROVIDE 1" UNDERGROUND CONDUIT TO J -BOX FOR FUTURE ELECTRIC GATE. Tilden Lobnitz Cooper David N. Rodgers 874 Dixon Blvd. IN 53695 Cocoa, Florida 32922 PH, 321.636.0274 ES -1 ENGINEERING FOR ARCHITECTURE WWW.tic-engineers.com EB #0000015 TLC Number: 503056 � ' OF Seal IT IS THE RESPONSIBILITY OF THE CONTRACTOFa3 TO REVIEW THE COMPLETE ARCHITECTURAL AND ENGINEERING PACK OE, COORDINATMG AND SUPPLYWI ALL MATERIALS AND PRODUCTS WHICH ARE CONSIDERED PART OF THEIR TRADE. CONTRACTORS SHALL NOT BID OR BUILD FROM PARTIAL SETS. 8R1CiHT HOU5E NETWORKS 5ANFORD OPER,ATION5 CENTER 5ANFOPD, FLORIDA AA CdWOM ti0Lt/lAn SUAn A D C t1 I T t C T S 20 & UAVEMY FLAB" earn! 11M M40NI! MMMaMIl, M.MWA 32W (321) 1d8 -1W E L E C T R I C A L S 1 T E DATE 09-19-03 FLAN DR JFM AMR DNR CK DNR PRo,I COPYRIGHT © STA7EMENT IHEIE DoaRIIIIFIS AND WEIR CMfl Ts ARE 1Nf PROPERTY OF II M N UN M1UMM talc Quip Mo AIIE ISSIED MLY Flat INE ES -1 VE>CFIC PN01k7Cr Nt111ED ON IWK DOCINOM ANY REVMCN116 WRODUC11014S OR M00FN,A1IDNS OF IIEK DOCUIIE1t18 VMW INE E1{PRESS rwtmot aDNSE?tr of FtSA 1s PRO!#BIIED BY LAIE � ' OF FAI G 1 2 1 3 1 4 IE IF I Cz IH TYPE A s 4 EQUAL PARTS CIA TYPE B DOOR TYPES SCALE: I/8' = 1'-0' - CANISTER BY DOOR MFR VISION PANEL- - / i '' TYPEA TYPE B TYFE TYPE� Lin 4 EQUAL PARTS TYPE C 9'-6' CANISTER BY A$ SCHED SHUTTER MFR.-�„ 0 LU :1 a =U cb a, L 3 EQUAL PARTS TYPE p TYPICAL DOOR CLEARANCES N -T -5 - PULL SIDE 18' MIN'- 24' PREFERRED 12' PU5H SIDE A$ PER FLORIDA BUILDING CODE 2001, 11-4.1315 DOOR SCHEDULE GENERAL NOTES A. THE5E DOCUMENTS HAVE BEEN DESIGNED AND ARE UNDER THE J. MOISTURE RESISTANT GYPSUM BOARD SHALL BE USED IN ALL ROOM NUMBER 100 JURISDICTION, PROVISIONS AND RULES OF THE FLORIDA BUILDING FLOOR FINISCIO H o 8'-' WALL FINISH TOILET ROOMS AND OTHER WET LOCATIONS. TYPE CODE (FBC) 2001, THE AMERICANS WITH DISABILITIES ACT (ADA) OF SIZE (WxH) THICK FINISH 1993, AND APPLICABLE LOCAL CODES AND ORDINANCES, THE K ALL DOORS ARE TO RECEIVE LEVER SETS (UNLE65 NOTED FR'A'ME FINISH DESIGN INTENT 15 TO FULLY COMPLY. REMARKS OTHERWISE)- LEVERS, LOCKS AND RELATED HARDWARE SHALL A ALUM / GLASS PR 3'-0' X 1'-0' COMPLY WITH NFPA 101 2000 SECTION 1.2, AMERICANS WITH B- ALL CONTRACTORS SHALL V15IT THE JOB SITE AND BECOME ALUM D15A5ILITIE5 ACT ACCESSIBILITY GUIDELINES, 1993, AND THE KYNAR THOROUGHLY FAMILIAR WITH THE PROJECT CONDITIONS PRIOR TO - FLORIDA BUILDING CODE (FBG) 2001, CHAPTER 11. E START OF CONSTRUCTION. THE CONTRACTORS 5HALL PROVIDE AND 3'-0' X 1'-0' 1-3/4' STAIN PAY FOR PUBLIC LIABILITY, PROPERTY DAMAGE, AND WORKMAN'S L. LOCKING DEVICES ON EXIT DOORS SHALL BE DIRECT ACTING, PAINT COMPENSATION IN5URANCE, A5 WELL 45 ALL REQUIRED FEES, ELECTRONIC, ACCESS REQUIRING NO MORE THAN ONE MOTION, E PERMITS, INSPECTIONS AND TESTING. 3'-0' X 1'-0' I-3/4' STAIN - M. ALL DOORS, FRAMES HARDWARE, CL05ER5, HINGES, THRE5HOLD5, C. ALL CONTRACTORS SHALL VERIFY AND COORDINATE ALL - ETC., IN RATED WALLS 544ALL HAVE A UL. LISTING FOR INTENDED E DIMENSIONS WITH SHOP, ELECTRICAL, STRUCTURAL AND / OR SITE 3'-0' X 1'-0' USE. STAIN PLAN DRAWINGS 45 APPLICABLE PRIOR TO START OF CONSTRUCTION. - W.M. PAINT OFFICE N. ALL RATED WALLS SHALL BE LABELED ABOVE CEILING AS 'FIRE D- DO NOT SCALE DRAWINGS FOR DIMENSION PURPOSES. USE FIELD 3'-0' X 1'-0' AND SMOKE BARRIER, PROTECT ALL OPENING5'. STAIN MEASUREMENTS OR ARGHITEGT5 DIMENSIONED DRAWINGS FOR - HM. PAINT DETERMINING EXACT LOCATIONS AND CLEARANCES. IF ANY O. ALL PENETRATIONS IN RATED WALLS AND BETWEEN FLOORS 5HALL E UNEXPECTED CONDITIONS ARE FOUND, THE ARCHITECT IS TO BE 3'-0' X 1'-0' BE FILLED WITH APPROVED NON-COMBUSTIBLE MATERIAL, STAIN NOTIFIED PRIOR TO PROCEEDING. - PROPERLY SEALED. E. ALL WORK SHALL BE PERFORMED BY LICENSED CONTRACTORS IN A P_ ELECTRICAL OUTLETS LOCATED IN A FIRE RATED WALL SHALL BE E5.G.U1D FIRST CLASS WORKMANLIKE MANNER USING METHODS AND MATERIALS 3'-0' X 1'-0' A MINIMUM OF 24' APART AND SHALL HAVE A U.L. LISTING FOR STAIN IN KEEPING WITH INDUSTRY STANDARDS, ALL APPLICABLE CODES, - INTENDED USE. PAINT REGULATIONS, LOCAL AUTHORITY REQUIREMENTS AND THE LATEST - 101 E ADOPTED A5HRAE GUIDELINES. Q. FIRE EXTINGUISHER TYPE, SIZE AND NUMBER REQUIRED SHALL BE STAIN - - DETERMINED BY THE FIRE MARSHAL, AND SHALL BE IN5PEGTED F. ALL WORK 5HALL BE COORDINATED BY THE CONTRACTOR WITH - AND TAGGED BY A STATE FIRE EXTINGUISHER CO. LOCATIONS ARE B OTHER TRADES TO AVOID INTERFERENCE WITH THE PROGRESS OF 3'-0' X 1'-0' TO BE APPROVED BY THE FIRE DEPARTMENT PLAN REVIEWER STAIN CONSTRUCTION. - HM. PAINT OFFICE R PROVIDE EMERGENCY LIGHTING A5 REQUIRED BY ALL CODES. G. ALL WORKMANSHIP AND MATERIALS SHALL BE FREE FROM DEFECTS 3'-0' X l'-0' 1-3/4' PAINT FOR NOT LE55 THAN ONE (1) YEAR FROM THE DATE OF ACCEPTANCE. 5. THE AMERICANS WITH DISABILITIES ACT (ADA) PROADE5 THAT IT 15 PAINT CORRECTION OF ANY DEFECTS SHALL BE MADE WITHOUT ADDITIONAL - A VIOLATION OF THE ADA TO DESIGN AND CON5TRUGT A FACILITY D CHARGE AND SHALL INCLUDE REPLACEMENT AND / OR REPAIR OF 12'-0' X 12'-0' FOR FIRST OCCUPANCY LATER THAN JANUARY 25, 1993 THAT DOES - ANY OTHER PHASE OF THE INSTALLATION WHICH MAY HAVE BEEN - NOT MEET THE ACCESSIBILITY AND USABILITY REQUIREMENTS OF - DAMAGED 45 A RE5ULT OF SUCH DEFECTS. OVERHEAD COILING, w/ CHAIN HOIST THE ADA EXCEPT WHERE AN ENTITY CAN DEMONSTRATE THAT IT IS C GALV. MTL. INSUL. 3'-0' X 1'-0' STRUCTURALLY IMPRACTICAL TO MEET SUCH REQUIREMENTS. THE H- ALL MATERIALS AND EQUIPMENT 5HALL BE NEW AND UL_ APPROVED ALUM CLIENT ACKNOWLEDGES THAT THE REQUIREMENT5 OF THE ADA WILL PAINT WHERE APPLICABLE. SUBSTITUTIONS FOR 5PECIFIED EQUIPMENT - BE SUBJECT TO VARIOUS AND POSSIBLY CONTRADICTORY F SHALL REQUIRE APPROVAL OF ARCHITECT AND PROJECT ENGINEER 1'-0' X 3'-8' INTERPRETATIONS- THE DESIGN PROFESSIONAL, THEREFORE, WILL - CONTRACTOR 15 TO PROVIDE SHOP DRAWINGS TO ARCHITECT AND - USE HIS OR HER REASONABLE PROFE55IONAL EFFORTS TO - PROJECT ENGINEER WHERE APPLICABLE. SECURITY COUNTER SHUTTER INTERPRET APPLICABLE ADA REQUIREMENTS AND OTHER F BY MFR 3'-6' X 3'-8' FEDERAL, STATE AND LOCAL LAWS, RULES, CODES, ORDINANCES I. CONTRACTOR TO COORDINATE ROOM SIGNAGE REQUIREMENTS WITH - AND REGULATION AS THEY APPLY TO THE PROJECT- THE DESIGN - OWNER / TENANT. 51GN46E TO COMPLY WITH THE AMERIGAN5 WITH F LINTER w/ I N PROFE55IONAL, HOWEVER CAN NOT AND DOES NOT WARRANT OR E DISABILITIES ACT ACGE5515ILITY GUIDELINES, 1993 AND THE FLORIDA 3'-0' X 1'-0' GUARANTEE THAT THE GLIENT'5 PROJECT WILL COMPLY WITH 1 STAIN BUILDING CODE (FBC) 2001, CHAPTER 11, - INTERPRETATION OF ADA REQUIREMENTS AND / OR REQUIREMENT PAINT OFFICE - OF OTHER FEDERAL, STATE, AND LOCAL LAWS, RULE5, CODES, WIND OUJ TYPES ORDINANCES AND REGULATION. AS THEY APPLY TO THE PROJECT. SCALE: 1/5' = 1'-0' STAIN -n 12'-0' 13'-0' 2' -II' 6'-2' 2 -I- - 14'-0' -. •� IE IF I Cz IH TYPE A s 4 EQUAL PARTS CIA TYPE B DOOR TYPES SCALE: I/8' = 1'-0' - CANISTER BY DOOR MFR VISION PANEL- - / i '' TYPEA TYPE B TYFE TYPE� Lin 4 EQUAL PARTS TYPE C 9'-6' CANISTER BY A$ SCHED SHUTTER MFR.-�„ 0 LU :1 a =U cb a, L 3 EQUAL PARTS TYPE p TYPICAL DOOR CLEARANCES N -T -5 - PULL SIDE 18' MIN'- 24' PREFERRED 12' PU5H SIDE A$ PER FLORIDA BUILDING CODE 2001, 11-4.1315 DOOR SCHEDULE mm --- FULL HEIGHT METAL STUD PARTITION G ID0'-D' INTERIOR FINISHES ROOM ROOM NAME ROOM NUMBER 100 2 34 CEILING FINISH FLOOR FINISCIO H o 8'-' WALL FINISH NO. TYPE MATERIAL SIZE (WxH) THICK FINISH CxLAXINCx THREE- HOLD FRAME MATERIAL FR'A'ME FINISH HARDWARE FUNCTION REMARKS 100 A ALUM / GLASS PR 3'-0' X 1'-0' 1-3/4' KYNAR 1/4' CLEAR ALUM ALUM. KYNAR THUMBLATCH - 101A E 5C WD 3'-0' X 1'-0' 1-3/4' STAIN - - W.M. PAINT CLASSROOM ELECTRONIC, ACCESS 1015 E S.GIUD 3'-0' X 1'-0' I-3/4' STAIN - - HM. PAINT PASSAGE - 103 E 5.CM D 3'-0' X 1'-0' 1-3/4' STAIN - u - W.M. PAINT OFFICE - 104 E 5.GW 3'-0' X 1'-0' 1-3/4' STAIN - - HM. PAINT OFFICE - 105 E 5.C.WD 3'-0' X 1'-0' 1-3/4' STAIN - - P.M, PAINT OFFICE - 106 E5.G.U1D 3'-0' X 1'-0' 1-3/4' STAIN - - HM. PAINT OFFICE - 101 E S_GaUD 3'-0' X 1'-0' 1-3/4' STAIN - - HM. PAINT OFFICE - 108 B S -Cm 3'-0' X 1'-0' I-3/4' STAIN I/4' CLEAR - HM. PAINT OFFICE - 109A C GALv. MTL. IN5UL. 3'-0' X l'-0' 1-3/4' PAINT WIRE GLASS ALUM HM. PAINT PANIC - 1098 D BY MFR 12'-0' X 12'-0' - - - - - - - OVERHEAD COILING, w/ CHAIN HOIST 109C C GALV. MTL. INSUL. 3'-0' X 1'-0' 1-3/4' PAINT WIRE GLASS ALUM H.M. PAINT PANIC - 109D F 15Y MFR 1'-0' X 3'-8' - - - - - - - SECURITY COUNTER SHUTTER 109E F BY MFR 3'-6' X 3'-8' - - - - - - - F LINTER w/ I N 110 E S.GIUD 3'-0' X 1'-0' 1-3/4' 1 STAIN - - HM. PAINT OFFICE - 111 E 3'-0' X'-0' I-3/4' STAIN -n H.M. PAINT OFFICE - 112 E 5-C.U1D 3'-0' X 1'-0' 1-3/4' STAIN - - W.M. PAINT OFFICE - 113 E 5.G -WD 3'-0' X 1'-0' 1-3/4' STAIN - - HM. PAINT OFFICE - 114 G GALV. MTL. IN5UL. 3'-0' X 1'-0' 1-3/4' PAINT WIRE GLA55 ALUM W.M. PAINT PANIC - 115 E 5.C.WD 3'-0' X 1'-0' 1-3/4' STAIN - - H.M. PAINT STOREROOM UNDERCUT DOOR 116A C 5.C.WD 3'-0' X 1'-0' 1-3/4' STAIN 1/4' CLEAR - W.M. PAINT PUSH/PULL - 116B C S.C.WD 3'-0' X 1'-0' 1-3/4' STAIN 1/4' CLEAR - H.M. PAINT PUSH/PULL - 116C C GALV_ MTL- INSUL. 3'-0' X 1'-0' I-3/4' PAINT WIRE GLASS ALUM HM. PAINT PANIC - IIl E S -C -WD 3'-0' X 1'-0' 1-3/4' STAIN - MARBLE H.M. PAINT PUSH/PULL UNDERCUT DOOR 118 E S.C.WD 3'-0' X 1'-0' 1-3/4' STAIN - MARBLE W.M. PAINT PUSH/PULL UNDERCUT DOOR 119 E 5.Cm 3'-0' X 1'-0' 1-3/4' STAIN - - HM. PAINT PAS5AGE - 120 E 9.C.U1D 3'-0' X 1'-0' 1-3/4' STAIN - - H.M. PAINT STOREROOM - 121 E 5.C.WD 3'-0' X 1'-0' 1-3/4' STAIN - - H.M. PAINT OFFICE - 122 E 5.0 -WD 3'-0' X 1'-0' 1-3/4' STAIN - - H.M. PAINT OFFICE - 124 B 1 ALUM / CLA55 3'-0' X 1'-0' 1-3/4' KYNAR 1/4' CLEAR ALUM ALUM. KYNAR PANIC - 9� 0 `r'E EXPANSION EXTENT OF EXPANSION) 8 -El TYP. 13'-0' 4'-0' 13'-0 4'-0' 101-01 T-0 --- - --- --- - ---- - 5 -0 51M. SIM. A�✓.f�l � A5�1 N FLOOR PLAN SCALE: I/8' ■ I'-0' OFFICE AREA 5,973 Cs,SF. WAREHOUSE AREA 2,823 Gbr-. TOTAL G 3F. ■ 896 G.S,F. GROUP 5 - BLI51NE55 TYPE IV CON5TRUCTION, SPRINKLERED 1 1 2 1 3 1 4 1 5 1 6 B PLAN NOTES �l SEMI-RECE55ED FIRE EXTINGUISHER ('ABINET (FULL GLASS 2 1/2' ROLLED EDGE SATIN FINISH ) w/ FIRE EXTINGUISHER (MULTI-PURP05E DRY CHEMICALS. U.L. RATED 4A -(o05: C 101b. FOR CLA55 A, CLA55 B OR CLASS G FIRES). ❑2 WALL MOUNTED FIRE EXTINGUISHER (MULTI-PURPOSE DRY CHEMICALS_ U -L_ RATED 4A-6015: C 101b. FOR CLASS A, CLA55 B OR CL.AS;i C FIRES). PROVIDE THRU THE WALL LETTER DROP LD12 BY AUTH-FLORENCE w/ WALL LINER LD12L FOR S' WALL. FIN15H AND ENGRAVI�,G TO BE DETERMINED BY OWNER ❑4 VENDING MACHINES (BY OUINER). 5' ALUMINUM DCW'45FOUT AND 8' OD. PVC ADAPTER Dl (EXTEND A MINlt•',UM OF 42' AFF.) SEE CIVIL DRAWINGS FOR ROUTING T') SWALE. ❑6 ICE MACHINE BY OWNER). E] 20' x 36' MINIMUM ACCE55 HATCH IN A/C PLATFORM, PER FBG 2001, SECTION 2309fo. �8 5Y5TEM5 FURNITURE (BY OWNER). INTAKE LOUVER, SEE MECHANICAL DRAWINGS. 10 ACCE55 TO THRU THE WALL LETTER 7..)ROP, BASE 99'-I� 3/4 CABINET w/ LOCKING DOOR II STAINLESS STEEL COUNTER w/ Co' RADIUS GORNER5 'D 42' AFF. PROVIDE (4) 3'4, GROI` IMET5, LOCATIONS TO BE DETERMINED BY OWNER 12 TYPICAL PLASTIC LAMINATE COUNTER w/ (o' RADIUS CORNERS s) 42' A.F.F. HANDICAP ACCE551BLE rFLA5TIG LAMINATE COUNTER m 34' AFF. MAXIMUM 14 EXHAUST FAN, SEE MrCHANICAL DRAWING5. 15 HATCHED AREA Il _ACATES A/C PLATFORM ABOVE. 16 5' ALUMINUM DO JN5POUT AND 8' OD. PVC ADAPTER, E ROUTED THRU CANOPY (REFER TO DETAIL H5/A5.01). }� Il ROUTE ROOF ,DRAIN LEADER DOWN THROUGH COLUMN, A5�1 SEE CIVIL A 4D PLUMBING DRAWINGS FOR CONTINUATION. IS STEEL AN-3LE STOP (REFER TO SECTION HI/A501). 19 CENTEF. WALL ON MULLION, TYPICAL. 99'_11 3/4'� 20 CONCRETE SIDEWALK, SEE CIVIL. 21 REI RIGER=TUR (BY OWNER). 22 U.,ORK TABLE (BY OWNER). 23 N155EN SLIDING SERVICE WINDOW, 5ERIE5 'C', �,IZE AS 5CHEDULEr'� .�[4N155EN SLIDING SERVICE WINDOW, SERIES 'C,5', 51ZE AS �tF SCHEDULED. ! ABBREVIATIONS NFPA NATIONAL FIRE PROTECT`ON ASSOCIATION FBG FLORIDA BUILDING GOD'_ GSI CONSTRUCTION 5PECIFI';ATION5 INSTITUTE ANSI AMERICAN NATIONAL S rANDARD INSTITUTE NEC NATIONAL ELEGTRIC4 _ GODS UL UNDERWRITERS LABC RATORIE5 gg-_lAISG %MERIGAN INSTITUTE OF STEEL CONSTRUCTION ADA AMERICANS WITH DI6ABILITIE5 ACT ,".r�D m ,AT AG AIR CONDITICAER AFF ABOVE FINIS 4ED FLOOR 144 AHU -A !R HANDLER UNIT A4aa1 ALUM ALUMINUM B.O. BOTTOM C F Ror CL GENTERRL'AE GMU GONCRi.TE MASONRY UNIT CONG CONCR=TE CONT CONTIt,UOU5 D.EF.S. DIRE'.T APPLIED EXTERIOR FINISH SYSTEM or DIA DIA1":ETER DIM DIMENSION DR DOOR DWG DRAWING EA EACH EJRS. EXTERIOR INSULATING FINISH SYSTEM ELEC ELECTRICAL EQUIP EQUIPMENT EWC ELECTRIC WATER COOLER EXT T EXTERIOR EI or FT FEET A2�2 FIN FINISH FLR FLOOR GA GAUGE GALV GALVANIZED GL/GLS GLASS G.SF. GRoss SQUARE FEET HC HOLLOW GORE HM HOLLOW METAL 'or IN INCH INCL INCLUDED INSUL INSULATION INT INTERIOR MAX MAXIMUM MECH MECHANICAL MFG MANUFACTURI r iG MFR MANUFACTUR'_R MILS MILLIMETER .� MIN MINIMUM MI5C MISCELL�.4EOU6 MTL METAL NA NOT API''LICABLE NIG NOT IN .ONTRACT NT5 NOT T,') SCALE 0 or NUM NUME'-R OC ON CCNTER OD OUT SIDE DIAMETER O -N- OF °OSITE HAND 055 OQIENTED STRAND BOARD PR PAIR P_T- 'RESSURE TREATED PVC, POLYVINYL CHLORIDE REQUI RMQD ROOMED 5C SOLID GORE SCH OR 6CP_:D SCHEDULE 5D SELF DRILLING SECT SECTION 5F SQUARE FOOT SPT SHEET SIM SIMILAR SPEC` SPECIFICATIONS 55 O`z ST STL STAINLESS STEEL 5TL STEEL TEL TELEPHONE TE' 1P TEMPERED T_), TOP OF T YP TYPICAL VCT VINYL COMPOSITE TILE W/ WITH W/o WITHOUT WD WOOD 9 1 10 m GI 0 EI FI GI mm --- FULL HEIGHT METAL STUD PARTITION G ID0'-D' INTERIOR FINISHES ROOM ROOM NAME ROOM NUMBER 100 2 34 CEILING FINISH FLOOR FINISCIO H o 8'-' WALL FINISH BASE MATERIAL GEILING HEIGHT MATERIALS L J L_ J Mom_ 3. 16' X 16' SOLID BLACK SLATE. INSTALL IN ASHLAR PATTERN AS SHOWN BELOW: 4. 16' X 4' HIGH SOLID BLACK SLATE WALL BASE, TOP EDGE POLISHED 5. CARPET 6_ PAINTED GYPSUM WALL BOARD 1. 2'X2' ACOUSTICAL CEILING TILE 8. OPEN t0 STRUCTURE 9. UNFINISHED 1010. SEALED CONCRETE (EPDXY) 11. PAINTED TILT WALL 12. VINYL WALL COVERING FINISH NOTES GENERAL CONTRACTOR TO COORDINATE ALL INTERIOR FIN15H 5ELECTION5 WITH OWNER'S DESIGNATED REPRESENTATIVE - COLORS NOT 5PECIFIED ON PLANS ARE TO BE SELECTED BY OWNER GENERAL CONTRACTOR TO COORDINATE CABINETRY WITH OWNER ALL INTERIOR FINISHES SHALL COMPLY WITH FBC 2001, CHAPTER 8, TABLE 8033. AND NFPA 2000. TRANSITION 5TRIP5 ARE TO BE USED WHEREVER DISSIMILAR FLOOR FIN15HE5 MEET (ie. VCT / CARPET). CONTRACTOR t0 SUPPLY TENANT WITH ALL SURPLUS FINISH MATERIALS AT THE COMPLETION OF PROJECT. NOTE: DO NOT INSTALL VINYL WALL GOVERING ON ANY EXTERIOR WALLS- NATIONAL ENVIRONMENTAL ANALYSIS HAS SHOWN THAT VINYL WALL COVERING CREATES A VAPOR BARRIER WHICH PROMOTES MOLD AND MILDEW GROWTH BEHIND THE WALL COVERING. SOME WALL COVERING PRODUCTS MAY BE PERMEABLE AND IT 15 THE RESPONSIBILITY OF THE OWNER/DE5IGNATED INTERIOR DESIGNER TO VERIFY THE AIR PERMEABILITY OF WALL COVERING PRODUCTS. Vaughn D. Holeman, AIA, Pres. AROO10025 >� I WA L I � - AA C001389 IT IS THE RESPONSIBILITY OF THE CONTRACTORS TO REVIEW THE COMPLETE ARCHITECTURAL AND ENGINEERING PACKAGE, COORDINATING AND 109 � ,n SETS. NN roll] io a 100'-0' O .9 OL 9 - -- s'-0' I "v AI v c>J 20 1141 A5�1 II ��' D 1 IS " 24 3'-6' 341 I ,- O -- 10'-5' 10'-5' 10'-5' 10'-5' E DS I 6 cA I O G MANAGER'S OFFICE OFFICE I 23 OFFICE110 ' �' 111 OFFICE .11G 108 5 2 6 1 5 2 6 "i OFFICE 113 �' 2 II� �' 2 6 j I v s 0 -- I 526_1 STAGING I _ r M I 124 6/12 Ice 110 111 112 113f-71147-)_ 10a AV 01A ' CORRIDOR - —124--11 ",�, �l I 114 - � I FAR - � .--"� 12 6 101-01` 101-0 100'-0' -- �` 13 12 I I _ j �n --1- 1 107 A41d1 TYP. Lyl, JANITOR 1 -n OFFICE � 11----------� 115 12 Irol 7 - 107 1 1 115 r ° I 1 a w - O5267 19 I 1 116 TYI�- I I A2.02 BREAK DS 16 I 1 1 116 1 OFFICE 22 1 2 6 1 :n 4 5 1m66 1 ,9 a, ' 100'-0' _ OPEN (p - _ � OFFICE 21 F3go I `" - -106 I 123105 ---- ----OFFICE I 1II6 0 _ II 22 L—J � o r. I n 61 OFFICE MEN Q � � I 104 10'-5' 5 2 6 i t 39'-10' 3 4 6 I - IIS -- - - --- WOMEN OFFICE Ila _ I O5 - SUPPLIES 34 6 104 102 ,.�'� a�°._` •� �; 2 Co 7 H3 6/12 .LLJ 15 p I A4,01 9._6, 12 ASJaI cn 103 oc O OFFICE SID r-1-07)-------- 5 ;r - _ 12'-5' '-0 4'-0' 4'-5' -1 IAI ' 101 a(7 B 122 121 120 CONFERENCE M I O 10 , I B 2 in DOO L SY 3. cv FRONT 3 m0 I COUNTER OFFICE OFFICE TELE/ 5' 6 122 121 ELEC. 6/1 I 526"1 5261 526 120 S6 J ;n 12 6 20 .02 I -- 10'-5' / 3 - '.'" - 19 .c' 13'-0' 4'-0' 13'-0 4'-0' 101-01 T-0 --- - --- --- - ---- - 5 -0 51M. SIM. A�✓.f�l � A5�1 N FLOOR PLAN SCALE: I/8' ■ I'-0' OFFICE AREA 5,973 Cs,SF. WAREHOUSE AREA 2,823 Gbr-. TOTAL G 3F. ■ 896 G.S,F. GROUP 5 - BLI51NE55 TYPE IV CON5TRUCTION, SPRINKLERED 1 1 2 1 3 1 4 1 5 1 6 B PLAN NOTES �l SEMI-RECE55ED FIRE EXTINGUISHER ('ABINET (FULL GLASS 2 1/2' ROLLED EDGE SATIN FINISH ) w/ FIRE EXTINGUISHER (MULTI-PURP05E DRY CHEMICALS. U.L. RATED 4A -(o05: C 101b. FOR CLA55 A, CLA55 B OR CLASS G FIRES). ❑2 WALL MOUNTED FIRE EXTINGUISHER (MULTI-PURPOSE DRY CHEMICALS_ U -L_ RATED 4A-6015: C 101b. FOR CLASS A, CLA55 B OR CL.AS;i C FIRES). PROVIDE THRU THE WALL LETTER DROP LD12 BY AUTH-FLORENCE w/ WALL LINER LD12L FOR S' WALL. FIN15H AND ENGRAVI�,G TO BE DETERMINED BY OWNER ❑4 VENDING MACHINES (BY OUINER). 5' ALUMINUM DCW'45FOUT AND 8' OD. PVC ADAPTER Dl (EXTEND A MINlt•',UM OF 42' AFF.) SEE CIVIL DRAWINGS FOR ROUTING T') SWALE. ❑6 ICE MACHINE BY OWNER). E] 20' x 36' MINIMUM ACCE55 HATCH IN A/C PLATFORM, PER FBG 2001, SECTION 2309fo. �8 5Y5TEM5 FURNITURE (BY OWNER). INTAKE LOUVER, SEE MECHANICAL DRAWINGS. 10 ACCE55 TO THRU THE WALL LETTER 7..)ROP, BASE 99'-I� 3/4 CABINET w/ LOCKING DOOR II STAINLESS STEEL COUNTER w/ Co' RADIUS GORNER5 'D 42' AFF. PROVIDE (4) 3'4, GROI` IMET5, LOCATIONS TO BE DETERMINED BY OWNER 12 TYPICAL PLASTIC LAMINATE COUNTER w/ (o' RADIUS CORNERS s) 42' A.F.F. HANDICAP ACCE551BLE rFLA5TIG LAMINATE COUNTER m 34' AFF. MAXIMUM 14 EXHAUST FAN, SEE MrCHANICAL DRAWING5. 15 HATCHED AREA Il _ACATES A/C PLATFORM ABOVE. 16 5' ALUMINUM DO JN5POUT AND 8' OD. PVC ADAPTER, E ROUTED THRU CANOPY (REFER TO DETAIL H5/A5.01). }� Il ROUTE ROOF ,DRAIN LEADER DOWN THROUGH COLUMN, A5�1 SEE CIVIL A 4D PLUMBING DRAWINGS FOR CONTINUATION. IS STEEL AN-3LE STOP (REFER TO SECTION HI/A501). 19 CENTEF. WALL ON MULLION, TYPICAL. 99'_11 3/4'� 20 CONCRETE SIDEWALK, SEE CIVIL. 21 REI RIGER=TUR (BY OWNER). 22 U.,ORK TABLE (BY OWNER). 23 N155EN SLIDING SERVICE WINDOW, 5ERIE5 'C', �,IZE AS 5CHEDULEr'� .�[4N155EN SLIDING SERVICE WINDOW, SERIES 'C,5', 51ZE AS �tF SCHEDULED. ! ABBREVIATIONS NFPA NATIONAL FIRE PROTECT`ON ASSOCIATION FBG FLORIDA BUILDING GOD'_ GSI CONSTRUCTION 5PECIFI';ATION5 INSTITUTE ANSI AMERICAN NATIONAL S rANDARD INSTITUTE NEC NATIONAL ELEGTRIC4 _ GODS UL UNDERWRITERS LABC RATORIE5 gg-_lAISG %MERIGAN INSTITUTE OF STEEL CONSTRUCTION ADA AMERICANS WITH DI6ABILITIE5 ACT ,".r�D m ,AT AG AIR CONDITICAER AFF ABOVE FINIS 4ED FLOOR 144 AHU -A !R HANDLER UNIT A4aa1 ALUM ALUMINUM B.O. BOTTOM C F Ror CL GENTERRL'AE GMU GONCRi.TE MASONRY UNIT CONG CONCR=TE CONT CONTIt,UOU5 D.EF.S. DIRE'.T APPLIED EXTERIOR FINISH SYSTEM or DIA DIA1":ETER DIM DIMENSION DR DOOR DWG DRAWING EA EACH EJRS. EXTERIOR INSULATING FINISH SYSTEM ELEC ELECTRICAL EQUIP EQUIPMENT EWC ELECTRIC WATER COOLER EXT T EXTERIOR EI or FT FEET A2�2 FIN FINISH FLR FLOOR GA GAUGE GALV GALVANIZED GL/GLS GLASS G.SF. GRoss SQUARE FEET HC HOLLOW GORE HM HOLLOW METAL 'or IN INCH INCL INCLUDED INSUL INSULATION INT INTERIOR MAX MAXIMUM MECH MECHANICAL MFG MANUFACTURI r iG MFR MANUFACTUR'_R MILS MILLIMETER .� MIN MINIMUM MI5C MISCELL�.4EOU6 MTL METAL NA NOT API''LICABLE NIG NOT IN .ONTRACT NT5 NOT T,') SCALE 0 or NUM NUME'-R OC ON CCNTER OD OUT SIDE DIAMETER O -N- OF °OSITE HAND 055 OQIENTED STRAND BOARD PR PAIR P_T- 'RESSURE TREATED PVC, POLYVINYL CHLORIDE REQUI RMQD ROOMED 5C SOLID GORE SCH OR 6CP_:D SCHEDULE 5D SELF DRILLING SECT SECTION 5F SQUARE FOOT SPT SHEET SIM SIMILAR SPEC` SPECIFICATIONS 55 O`z ST STL STAINLESS STEEL 5TL STEEL TEL TELEPHONE TE' 1P TEMPERED T_), TOP OF T YP TYPICAL VCT VINYL COMPOSITE TILE W/ WITH W/o WITHOUT WD WOOD 9 1 10 m GI 0 EI FI GI WALL LEGEND mm --- FULL HEIGHT METAL STUD PARTITION TILT WALL PANEL 2 -HOUR RATED WALL PARTITION (UL 011411) INTERIOR FINISHES ROOM ROOM NAME ROOM NUMBER 100 2 34 CEILING FINISH FLOOR FINISCIO H o 8'-' WALL FINISH BASE MATERIAL GEILING HEIGHT MATERIALS I. VINYL COMPOSITION TILE Mom_ 3. 16' X 16' SOLID BLACK SLATE. INSTALL IN ASHLAR PATTERN AS SHOWN BELOW: 4. 16' X 4' HIGH SOLID BLACK SLATE WALL BASE, TOP EDGE POLISHED 5. CARPET 6_ PAINTED GYPSUM WALL BOARD 1. 2'X2' ACOUSTICAL CEILING TILE 8. OPEN t0 STRUCTURE 9. UNFINISHED 1010. SEALED CONCRETE (EPDXY) 11. PAINTED TILT WALL WALL LEGEND TYPICAL METAL STUD WALL --- FULL HEIGHT METAL STUD PARTITION TILT WALL PANEL 2 -HOUR RATED WALL PARTITION (UL 011411) INTERIOR FINISHES ROOM ROOM NAME ROOM NUMBER 100 2 34 CEILING FINISH FLOOR FINISCIO H o 8'-' WALL FINISH BASE MATERIAL GEILING HEIGHT MATERIALS I. VINYL COMPOSITION TILE 2. VINYL BASE 3. 16' X 16' SOLID BLACK SLATE. INSTALL IN ASHLAR PATTERN AS SHOWN BELOW: 4. 16' X 4' HIGH SOLID BLACK SLATE WALL BASE, TOP EDGE POLISHED 5. CARPET 6_ PAINTED GYPSUM WALL BOARD 1. 2'X2' ACOUSTICAL CEILING TILE 8. OPEN t0 STRUCTURE 9. UNFINISHED 1010. SEALED CONCRETE (EPDXY) 11. PAINTED TILT WALL 12. VINYL WALL COVERING FINISH NOTES GENERAL CONTRACTOR TO COORDINATE ALL INTERIOR FIN15H 5ELECTION5 WITH OWNER'S DESIGNATED REPRESENTATIVE - COLORS NOT 5PECIFIED ON PLANS ARE TO BE SELECTED BY OWNER GENERAL CONTRACTOR TO COORDINATE CABINETRY WITH OWNER ALL INTERIOR FINISHES SHALL COMPLY WITH FBC 2001, CHAPTER 8, TABLE 8033. AND NFPA 2000. TRANSITION 5TRIP5 ARE TO BE USED WHEREVER DISSIMILAR FLOOR FIN15HE5 MEET (ie. VCT / CARPET). CONTRACTOR t0 SUPPLY TENANT WITH ALL SURPLUS FINISH MATERIALS AT THE COMPLETION OF PROJECT. NOTE: DO NOT INSTALL VINYL WALL GOVERING ON ANY EXTERIOR WALLS- NATIONAL ENVIRONMENTAL ANALYSIS HAS SHOWN THAT VINYL WALL COVERING CREATES A VAPOR BARRIER WHICH PROMOTES MOLD AND MILDEW GROWTH BEHIND THE WALL COVERING. SOME WALL COVERING PRODUCTS MAY BE PERMEABLE AND IT 15 THE RESPONSIBILITY OF THE OWNER/DE5IGNATED INTERIOR DESIGNER TO VERIFY THE AIR PERMEABILITY OF WALL COVERING PRODUCTS. Vaughn D. Holeman, AIA, Pres. AROO10025 >� For "L4N HOLEMAN a ARCHITECTS, INC. AA C001389 IT IS THE RESPONSIBILITY OF THE CONTRACTORS TO REVIEW THE COMPLETE ARCHITECTURAL AND ENGINEERING PACKAGE, COORDINATING AND SUPPLYINCs ALL MATERIALS AND PRODUCTS WHIGH ARE CONSIDERED PART OF THEIR TRADE_ CONTRACTORS SHALL NOT BID FROM PARTIAL SETS. NN BRICsNt HOUSE NETIUORKS SANFORD OPERATION CENTER SANFORD, FLORIDA AA 0001389 H0Lf A A n SUAAn A2CHITfCT5 2101 5. WAVERLY PLACE, SUITE 100 PHONE MELBOUR,l£, FLORIDA 32901 (321)168-1881 DIMENSIONED FLOOR DATE 01-15-04 PLAN, DOOR UJINDOUI DR ML APPR VH SCWEDULES AND NOTES Ch ML PROJ 03023 COPYRIGHT © STATEMENT THESE DOCUMENTS AND THEIR CONTENTS ARE THE PROPERTY OF A2,01 HOLEMAN SUMAN ARCHITECTS, INC. (HSA) AND ARE ISSUED ONLY FOR THE SPECIFIC PROJECT NOTED ON THESE DOCUMENTS. ANY REVISIONS, REPRODUCTIONS OR MODIFICATIONS OF THESE DOCUMENTS WITHOUT I2 OF THE EXPRESS WRITTEN CONSENT OF HSA IS PROHIBITED BY LAW. I A IB 3 1 4 TOILET NOTES O 1 THE HIGHEST OPERABLE PART OF DISPENSERS AND RECEPTACLES O 12' 42' O SHALL BE NO GREATER THAN 54' ABOVE FIN15H FLOOR- O 36' 12� FLOOR -MAX.,— MIRROR( SHALL BE MOUNTED WITH BOTTOM EDGE OF THE REFLECTING � / - _ 36' MAX. SURFACE NO HIGHER THAN 40" ABOVE FIN15H FLOOR. MIN. / O O O3 LAVATORIES SHALL BE MOUNTED WITH THE RIM OR COUNTER TOP NO HIGHER THAN 34' ABOVE FIN15H FLOOR. PROVIDE A CLEARANCE OF AT LEAST 29' ABOVE FINISH FLOOR TO THE BOTTOM OF THE APRON.Lu ' O THE DIAMETER OF THE GRIPPING SURFACE OF THE GRAB BAR SHALL O-Y4 n UU BE I -Ya' 4, TO I-Yz" �_ THE GRAB BAR SHALL HAVE 4 I-�" CLEARANCE Q o O O IN FROM THE WALL. THE LENGTH OF THE GRAB 5AR5 ARE AS SHOWN, _ T_ o OTHE HEIGHT OF THE HANDICAPPED WATER GL05ET5 SHALL BE 17"-19' MEASURED TO THE TOP OF THE TOILET SEAT ABOVE FINISH FLOOR N.T.S. TYPICAL TOILET FIXTURES 4 TOILET ACC.E550RI E5, AND SHALL HAVE AN 1a' CLEARANCE ON EACH SIDE FROM THE CENTER LINE OF THE WATER CL05ET. FLUSH CONTROLS MUST BE MOUNTING HEIGHT6 4 CLEARANCES MOUNTED ON THE WIDE 5IDE OF TOILET AREAS NO MORE THAN 44" NOTES: HIGH, OTHE TOILET PAPER D15PEN5ER SHALL 8E MOUNTED 50 THAT THE * CONTRACTOR TO PROVIDE TOILET SIGNAGE TO COMPLY WITH ADA, I=BC 20ol, CHAPTER 11, D15PEN51NG HEIGHT OF THE PAPER SHALL HAVE A CLEARANCE OF FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION AND LOCAL ORDINANCES 4 19" FROM THE FIN15H FLOOR AND THE FURTHERM05T EDGE DOES NOT REQUIREMENTS EXCEED 36" FROM THE 'WET' WALL. * NOT WATER 4 DRAIN WIPES UNDER LAVATORIES SHALL 8E INSULATED. O URINAL M' TO RIM. FLUSH CONTROLS MUST. BE NO MORE THAN 44' HIGH. * PROVIDE ALL STRUCTURAL BACKING TO BRACE TOILET ACG>=S50RIE5 AND EQUIPMENT. E5 E4 A2IO2 IV10-0' CEILING HEIGHT 7'-8' 15.0. OF c!� m r �n F --------------------- ----.---._- - Ell 1 ----- F I I E-1 'BOBRICK' 8293-1030 OPEN OPEN 42.02 t, ri I Ll r r, O1 OPEN II CONCEALED MOUNTING - 'BOBRICK' 85806 X 36 <k 1-1/4"4, X 42' STAINLESS STEEL GRAB BAR, PEENED GRIP, CONCEALED MOUNTING - 'BOBRICK' 85806 X 42 OCLASSIC SERIES STAINLESS STEEL TWIN JUMBO ROLL TOILET TISSUE DISPENSER - 'BOBRICK' B2a92 OSEMI-RECE55ED CONTURA SERIES PAPER TOWEL TVs, OWNER PROVIDED CONTRACTOR INSTALLED SPECIFIED LIGHT FIXTURES COMPUTER MONITORS NOT IN CONTRACT ALTERNATE MAPLE PANELS AND DOOR FRONT5 I -- — - - - - — ACCEPTABLE ALTERNATE 'AJ' WA5NROOM ACCESSORIES I E-1 'BOBRICK' 8293-1030 1:1 m _"El 42.02 t, C 5'-10' `WIDE x 36" HIGH PLATE GLASS MIRROR UJ/ NO JOINTS. SEAL ALL EDGES UJ/ CLEAR SILICON TO PREVENT DE5ILVERING_ O1 1/4'� X 36' STAINLESS STEEL GRAB BAR, PEENED GRIP, II CONCEALED MOUNTING - 'BOBRICK' 85806 X 36 <k 1-1/4"4, X 42' STAINLESS STEEL GRAB BAR, PEENED GRIP, CEILING HEIGHT 5.0. OF SOFFIT 5L4TE BASE 60 ELEVATION - FRONT COUNTER ELEVATION MEDIA COUNTER8 SCALE: 1/4' - 1'-0' � SCALE: 1/4' = I'-0' ALL THREAD RODS TO STRUCTURE FOR SUPPORT AS NECESSARY SPECIFIED L - -J L SPECIFIED CEILING CEILING F ; 110'-0' CEILING HEIGHT h CEILING HEIGHT REMOVABLE FABRIC PANEL REMOVABLE FABRIC PANEL I UJ/ DESICxNTEX 109 -0 UJ/ DE5GGNTEX ' I G05MOPOLITAN rv501-801 CEILING HEIGHT C05MOPOLITAN 6501-801 i BOTTOM OF INSTALLED ON CLIPS INSTALLED ON CLIPS I SOFFIT = 1 _ _ BOTTOM OF 50FF- 17 Y' BOTTOM OF 5OF10 IT L _ : G j TV, OWNER PROVIDED, CONTRACTOR INSTALLED SPECIFIED LIGHT FIXTURE SPECIFIED LIGHT FIXTURE 3/8' TEMPERED GLASS WAREHOUSE `J 3/S TEMP. GLASS PANEL BEYOND im9 2' WIDE X I' PEEP X 6 1/2' VARIES 1/4' X 3" ALUMINUM BACK5PLASH HIGH POLISHED ALUMINUM SHELF PINS UJ/ STEEL GROMMETS SPACED BLOCK TO INSERT .. 2" O.C. TYPICAL. TEMPERED GLAZING. - CLEAR 51LIGONE JOINT BOTTOM OF 3/4" PLYWOOD WITH PLASTIC LAMINATE I SOFFIT = jI COUNTER 5E'YOND 3/4' PARTICLE BOARD SHELF WITH PLASTIC MANAGER'S LAMINATE ALL EXPOSED EDGES. TYPICAL. CORIAN,COUNTERTOP OFFICE OFFICE OFFICE OFFICE. OFFICE frT (MIDNIGHT) 108 110 111 112 ° f 3/4" PARTICLE BOARD DOOR WITH - PLASTIC LAMINATE PIONITE WA001 SUEDE LOWER COUNTER FOR ADA X.9 -0� 9'-0" 9'-0" 9'-0' 9'-0' - L . _--_-.. - CLEAR ASH.,- l y D UJOOD BLOCKING PLASTIC LAMINATE PIONITE _--- WA001 SUED;: CLEAR ASH — 3/4' PLYWOOD BOX BASE 11)/ PLASTIC - — - .....- LAMINATE FINISH- - -— _ .._ - � STAGING leo, 01 rti .. — — — 114 ASSUMED FIN15H FLOOR ASSUMED FINISH FLOOR Y - 9'-0' SECTION THRU SECTION THRU ... _ CORRIDOR _ OTO F E DE a' 6' -N BOTTOM OF MEDIA COUNTER� � FRONT COUNT I21 = - --- 11-- 5OFFIT = SCALE: I/2' - 1'-0' SCALE: 1/2" = 1'-0" ENLARGED RitESTROOM FLAN OFFICE BTORAC �Fj SCALE: 1/4' = I'-0' E ) BASIS OF DE51GN: '5O5RICK' WASHROOM ACCE65ORIE6 ACCEPTABLE ALTERNATE 'AJ' WA5NROOM ACCESSORIES i 'BOBRICK' 8293-1030 O5'-0' WIDE x 36" HIGH PLATE GLA55 MIRROR UJ/ NO JOINTS. SEAL 42.02 t, TOILET ACC 55O Y 50HEDULE BASIS OF DE51GN: '5O5RICK' WASHROOM ACCE65ORIE6 ACCEPTABLE ALTERNATE 'AJ' WA5NROOM ACCESSORIES A 15' WIDE X 30" HIGH TILT MIRROR UJ/ STAINLESS STEEL FRAME 'BOBRICK' 8293-1030 O5'-0' WIDE x 36" HIGH PLATE GLA55 MIRROR UJ/ NO JOINTS. SEAL 42.02 ALL EDGES W1 CLEAR SILICON TO PREVENT DESILVERING. C 5'-10' `WIDE x 36" HIGH PLATE GLASS MIRROR UJ/ NO JOINTS. SEAL ALL EDGES UJ/ CLEAR SILICON TO PREVENT DE5ILVERING_ O1 1/4'� X 36' STAINLESS STEEL GRAB BAR, PEENED GRIP, II CONCEALED MOUNTING - 'BOBRICK' 85806 X 36 <k 1-1/4"4, X 42' STAINLESS STEEL GRAB BAR, PEENED GRIP, CONCEALED MOUNTING - 'BOBRICK' 85806 X 42 OCLASSIC SERIES STAINLESS STEEL TWIN JUMBO ROLL TOILET TISSUE DISPENSER - 'BOBRICK' B2a92 OSEMI-RECE55ED CONTURA SERIES PAPER TOWEL D15PENSER/WA5TE RECEPTACLE - 'BOSRICK' 84369 O 5EMI-RECE55ED CONTURA SERIES PAPER TOWEL D15PEN5ER/WASTE RECEPTACLE - '805RICK' 543944 Oj LAVATORY MOUNTED TOP FILLING SOAP DISPENSER 'BOBRICK' 8822 OTOILET PARTITIONS - FLOOR ANCHORED 'BOBRIGK' 1040 SERIES COLOR: WIL50NART D91-60 HAZE O24" X 42" WALL HUNG URINAL 5GREEN 'BOBRICK' 1040 SERIES COLOR: WILSONART D9`(-60 HAZE OCONTURA SERIES SANITARY NAPKIN DISPOSAL (MOUNTS IN TOILET PARTITION) - '505RICK' 54354 OWALL MOUNTED GONTURA SERIES SOAP D15PEN5ER '508RICK' 84112 OSTAINLESS STEEL CLOTHES HOOK 1505RICK' 8233 NOTES 01, TOILET 51GN5 PER ADA 4 r -5c: 2001. PROVIDE ONE SIGN AT EACH TOILET ROOM HAVING HANDICAPPED FACILITIES. 02. CAULK AROUND ALL ACCE550RIE5. n i ELEVATION BREAK ROOM 3 I SCALE: 1/4' = 1'-0' PLASTIC LAMINATE TO BE 5ELEGTED 2'-1' BY OWNER IN vI n o I - Q ti f 4 CIA 0 0 1 u. 10D'-0' AS E FINISH FLOOR METAL PARAPET CAP 107 . 1 FLASHINCx9 D L J_I_� E 4' CANT STRIP ROOF DRAIN Ya' PER FOOT SLOPE RAIN WATER LEADER 4' CANT STRIP -------------- I I I I SE( TION TH U �.i-------- COUNTER - ----COUNT r TYPICAL -- �, ROUTE THRU COLUMN. SEE CIVIL FOR CONT. 43 N SCALE: I/2' = I'-0" 50TTO OF 5OF = 8' - S' 11 G1 REFLECTED CEILING FLAN SCALE: 1/5' = I'-0" I l SCALE: 1/8' = 1'-0' I 2 3 4 5 ro S 10 LEGEND 2'X2' ACOUSTICAL CEILING TILE 6 METAL GRID SYSTEM GYP5UM WALL BOARD 2X4 FLUORESCENT LIGHT FIXTURE SUPPLY AIR DIFFUSER RETURN AIR DIFFUSER ® EXHAUST DIFFUSER Vaughn D. Holeman, AIA, Pres. For \ V� HOLEMAN &1MAN ARCHITE TS, INC. , 14A 01001389 IT 15 THE RE5PON515ILITY OF THE CONTRACTORS TO REVIEW THE COMPLETE ARCHITECTURAL AND ENGINEERING PACKAGE, COORDINATING AND SUPPLYING ALL MATERIALS AND PRODUCTS WHICH ARE CON5IDERED PART OF THEIR TRADE. CONTRACTORS SHALL NOT BID FROM PARTIAL. SETS. . • ." OFEFZATION CENTER $44,1FORD, FLORIDA AA C0013a9 HOLtAAn SUMAH APC H I TtCT5 21015. WAVERL.Y PLACE, SI.IITE 100 PHONE 4 r1EL5Mf;J,1E, FLORIDA 32901 (321) Iroa-Waal D I1 IEN51ONED OO L NIf DOJO I4IWINDOW SCHEDULE DATE 01-15-¢4 DR R,5 APPR VH CK ML PROJ 03023 COPYRIGHT OC STATEMENT THESE DOCUMENTS AND THEIR CONTENTS ARE THE PROPERTY OF HOLEMAN 5UMAN ARCHIIEC'15° INC. (HSA) AND ARE ISSUED ONLY FOR THE 42.02 SPECIFIC PROJECT NOTED ON THESE DOCUMENTS. ANY REVISIONS, REPRODUCTIONS OR MODIFICATIONS OF THESE DOCUMENTS WITHOUT THE EXPRESS WRITTEN CONSENT OF HSA IS PROHIBITED BY LAW. 13 OF -' 0® II LEGEND 2'X2' ACOUSTICAL CEILING TILE 6 METAL GRID SYSTEM GYP5UM WALL BOARD 2X4 FLUORESCENT LIGHT FIXTURE SUPPLY AIR DIFFUSER RETURN AIR DIFFUSER ® EXHAUST DIFFUSER Vaughn D. Holeman, AIA, Pres. For \ V� HOLEMAN &1MAN ARCHITE TS, INC. , 14A 01001389 IT 15 THE RE5PON515ILITY OF THE CONTRACTORS TO REVIEW THE COMPLETE ARCHITECTURAL AND ENGINEERING PACKAGE, COORDINATING AND SUPPLYING ALL MATERIALS AND PRODUCTS WHICH ARE CON5IDERED PART OF THEIR TRADE. CONTRACTORS SHALL NOT BID FROM PARTIAL. SETS. . • ." OFEFZATION CENTER $44,1FORD, FLORIDA AA C0013a9 HOLtAAn SUMAH APC H I TtCT5 21015. WAVERL.Y PLACE, SI.IITE 100 PHONE 4 r1EL5Mf;J,1E, FLORIDA 32901 (321) Iroa-Waal D I1 IEN51ONED OO L NIf DOJO I4IWINDOW SCHEDULE DATE 01-15-¢4 DR R,5 APPR VH CK ML PROJ 03023 COPYRIGHT OC STATEMENT THESE DOCUMENTS AND THEIR CONTENTS ARE THE PROPERTY OF HOLEMAN 5UMAN ARCHIIEC'15° INC. (HSA) AND ARE ISSUED ONLY FOR THE 42.02 SPECIFIC PROJECT NOTED ON THESE DOCUMENTS. ANY REVISIONS, REPRODUCTIONS OR MODIFICATIONS OF THESE DOCUMENTS WITHOUT THE EXPRESS WRITTEN CONSENT OF HSA IS PROHIBITED BY LAW. 13 OF -' POP Lml C J r 3 4 Fire Dept. Final Insp. T4� Date �4i A5 01 ,1 A4 01 ALUM. LOUVER;—" SIM. � � I,`}, 1 REFER MECHANICAL PROPOSED FUTURE EXPANSION (SEE CIVIL DRAWINGS FOR EXTENT OF EXPANSION)— WEST ELEVATION (FRONT) SCALE- 1/8' s 1'-0' OL 121'-8' TOP OF TILT WALL (L OL 113'40' - TOP OF CANOPY OL 108'-6' BOTTOM OF CANOPY 100'-0' FINISHED FLOOR ALUM. LOUVERS, REFER MECHANICAL NORTH E L E VAT I ON SCALE: 1/8' ■ 1'-0' -.. _............. - ---.. .._ - 109 KNOCK OUT PANELS G �// /� '�� ,, I 124'-(o' 124'-6' WALL THIGH ENE))V TOP OF TILT WALL (H TOP OF CANOPY" �J 108'-6' BOTTOM OF CANOPY OL 100'-0' FINI544ED FLOOR KNO SOUTH E L E VAT I ON EGA n - e HS N TOP OF TILT WALL - t SYNTHETIC - - STUCCO FINISH SIGNAGE, - _ -- BY OWNER -TOP OF CANOPY brighthouse NL;WONKS O 1061-61� BOTTOM OF CANOPY Ims'-m',i, N1=ADER 0 IC•d-{T - ,.... 100'-O' jl --'- FIIV1514ED FLOOR"I" OB O 100 OA COLUMN SEE STRUCTURAL DRAWINGS FOR FOUNDATION INFOiv'h1ATION SCALE: 1/8' ■ 1'-0' F G 0 m ©E - - - - ------------ El Ilk BOTTOM OF CANOPY TOP OF CANOPY-- _- - OVERHEAD DOOR HEIGHT 108'-6' BOTTOM OF CANOPY PROPOSED FUTURE EXPANSION (SEE CIVIL 16 6 t/2 - 4 - 16'-8 I/2' 2'-0' - -- - - DRAWINGS FOR EXTENT OF EXPANSION) IT OL 100'-0' �, a. ;. FINISHED FLOOR -. _ _ - --- KNOCK OUT PANELS IG O 114 ICE MAKER O O 1A9 B PVC DOWNSPOUT ADAPTER, TYPICAL (SEE CIVIL DRAWINGS FOR ROUTING TO 5WALE) EAST ELEVATION (REAR) SCALE: 1/8' ■ I'-0' DIAGONAL' BRACING m 48' O.G. MIN. ABOVE CEILING By SOUND ATTENUATION BATT A5 01 B9 INSULATION, TYP. S SEE A202 oL 124_6. — A5.01 CEILING HEIGHT TOP OF TILT WALL 12 / TOP OF TILT WALL SEE A2ID2 O 122'-1' t I/- CEILING; HEIGHT 3 5/6' 20 GA. STEEL STUDS s Y JOIST BEARING --- - / 120'-8' 24' O.G. W/ (1) LAYER OF 5/8' HIGH POINT - '� / JOIST BEARINGV ACOUSTICAL CEILING GYPSUM WALL BOARD ON LOW POINT EACH SIDE- -------- _. TILE d GRID SYSTEM MECHANICAL _ �1161161_0'� (TYPICAL) PLATFOR1 MINIMUM CLEARAN AGE OL 113'-6' 200 1 SOUND ATTENUATION BATT _r TOP OF CANOPY VARIES INSULATION, TYPICAL 1051-61 BOTTOM OF CANOPY r, TRANSVERSE 5UILD INCA SECTION SCALE: 1/8' - I'-0' 1 1 2 1 3 1 4 �✓ 1 ro BASE d FLOOR FINISH AS SCHEDULED 1� GAL V. METAL BOTTOM TRACK FASTENED TO CONCRETE W/ POWDER ACTUATED METAL FASTENERS 10 48' D.G. 100'-0' JA FIN. FLR CONCRETE 5LA8, SEE STRUCTURAL 1 TYPICAL WALL SECTION IN F1 Gs 1 1 -mom •y DATE 01-15-04 5UILD INCA G SE ` T I ON,5 DR Rs TOP OF TILT CK >tij,- PROJ 03023 :)W ENE)) COPYRIGHT © STATEMENT THESE DOCUMENTS AND THEIR CONTENTS ARE THE PROPERTY OF 44.01 HOLEMAN SUMAN ARCHITECTS. INC. (HSA) AND ARE ISSUED ONLY FOR THE 2'-0' SPECIFIC PROJECT NOTED ON THESE DOCUMENTS. ANY REVISIONS, REPRODUCTIONS OR MODIFICATIONS OF THESE DOCUMENTS WITHOUT THE EXPRESS WRITTEN CONSENT OF HSA IS PROHIBITED BY LAW. 14 OF I �— 4 - �2 0 • -. _ 0. 13'-0 4 .:..... . .... . ....... . .... . :'. 0 13'-0' „'� -- i - .. 4' 0' _ glia ...-..-,.._.Y .S ,,,b� ------ NORTH E L E VAT I ON SCALE: 1/8' ■ 1'-0' -.. _............. - ---.. .._ - 109 KNOCK OUT PANELS G �// /� '�� ,, I 124'-(o' 124'-6' WALL THIGH ENE))V TOP OF TILT WALL (H TOP OF CANOPY" �J 108'-6' BOTTOM OF CANOPY OL 100'-0' FINI544ED FLOOR KNO SOUTH E L E VAT I ON EGA n - e HS N TOP OF TILT WALL - t SYNTHETIC - - STUCCO FINISH SIGNAGE, - _ -- BY OWNER -TOP OF CANOPY brighthouse NL;WONKS O 1061-61� BOTTOM OF CANOPY Ims'-m',i, N1=ADER 0 IC•d-{T - ,.... 100'-O' jl --'- FIIV1514ED FLOOR"I" OB O 100 OA COLUMN SEE STRUCTURAL DRAWINGS FOR FOUNDATION INFOiv'h1ATION SCALE: 1/8' ■ 1'-0' F G 0 m ©E - - - - ------------ El Ilk BOTTOM OF CANOPY TOP OF CANOPY-- _- - OVERHEAD DOOR HEIGHT 108'-6' BOTTOM OF CANOPY PROPOSED FUTURE EXPANSION (SEE CIVIL 16 6 t/2 - 4 - 16'-8 I/2' 2'-0' - -- - - DRAWINGS FOR EXTENT OF EXPANSION) IT OL 100'-0' �, a. ;. FINISHED FLOOR -. _ _ - --- KNOCK OUT PANELS IG O 114 ICE MAKER O O 1A9 B PVC DOWNSPOUT ADAPTER, TYPICAL (SEE CIVIL DRAWINGS FOR ROUTING TO 5WALE) EAST ELEVATION (REAR) SCALE: 1/8' ■ I'-0' DIAGONAL' BRACING m 48' O.G. MIN. ABOVE CEILING By SOUND ATTENUATION BATT A5 01 B9 INSULATION, TYP. S SEE A202 oL 124_6. — A5.01 CEILING HEIGHT TOP OF TILT WALL 12 / TOP OF TILT WALL SEE A2ID2 O 122'-1' t I/- CEILING; HEIGHT 3 5/6' 20 GA. STEEL STUDS s Y JOIST BEARING --- - / 120'-8' 24' O.G. W/ (1) LAYER OF 5/8' HIGH POINT - '� / JOIST BEARINGV ACOUSTICAL CEILING GYPSUM WALL BOARD ON LOW POINT EACH SIDE- -------- _. TILE d GRID SYSTEM MECHANICAL _ �1161161_0'� (TYPICAL) PLATFOR1 MINIMUM CLEARAN AGE OL 113'-6' 200 1 SOUND ATTENUATION BATT _r TOP OF CANOPY VARIES INSULATION, TYPICAL 1051-61 BOTTOM OF CANOPY r, TRANSVERSE 5UILD INCA SECTION SCALE: 1/8' - I'-0' 1 1 2 1 3 1 4 �✓ 1 ro BASE d FLOOR FINISH AS SCHEDULED 1� GAL V. METAL BOTTOM TRACK FASTENED TO CONCRETE W/ POWDER ACTUATED METAL FASTENERS 10 48' D.G. 100'-0' JA FIN. FLR CONCRETE 5LA8, SEE STRUCTURAL 1 TYPICAL WALL SECTION IN F1 Gs 1 1 -mom •y DATE 01-15-04 5UILD INCA G SE ` T I ON,5 DR Rs APPR VH CK >tij,- PROJ 03023 COPYRIGHT © STATEMENT THESE DOCUMENTS AND THEIR CONTENTS ARE THE PROPERTY OF 44.01 HOLEMAN SUMAN ARCHITECTS. INC. (HSA) AND ARE ISSUED ONLY FOR THE SPECIFIC PROJECT NOTED ON THESE DOCUMENTS. ANY REVISIONS, REPRODUCTIONS OR MODIFICATIONS OF THESE DOCUMENTS WITHOUT THE EXPRESS WRITTEN CONSENT OF HSA IS PROHIBITED BY LAW. 14 OF I �— vau&n D. Noleman, AIA, Pres. AR0010025 For O NOLEMAN SUMAN ARCHITECTS' INC. I 1 ,1 AA C00138g IT 15 THE RESPONSIBILITY OF THE CONTRACTORS TO REVIEW THE COMPLETE ARCHITECTURAL AND ENGINEERING PACKAGE, GOORDINATINGx AND SUPPLYING; ALL MATERIALS AND PRODUCTS WHICH ARE CONSIDERED PART OF THEIR TRADE_ CONTRACTORS SHALL NOT BID FROM PARTIAL SETS. 5RIGHT HOUSE NETWOR<6 SANFORD OPERATION CENTER 5ANFORD, FLORIDA AA CIWW9 HOL AAn SUAAn Al2CHITfCT5 2101 S- WAVERLY PLACE, SUITE 100 PHONE MELBOURNE, FLORIDA 32901 1321) '168-1881 ELEVATIONS 4 DATE 01-15-04 5UILD INCA G SE ` T I ON,5 DR Rs APPR VH CK >tij,- PROJ 03023 COPYRIGHT © STATEMENT THESE DOCUMENTS AND THEIR CONTENTS ARE THE PROPERTY OF 44.01 HOLEMAN SUMAN ARCHITECTS. INC. (HSA) AND ARE ISSUED ONLY FOR THE SPECIFIC PROJECT NOTED ON THESE DOCUMENTS. ANY REVISIONS, REPRODUCTIONS OR MODIFICATIONS OF THESE DOCUMENTS WITHOUT THE EXPRESS WRITTEN CONSENT OF HSA IS PROHIBITED BY LAW. 14 OF l 2 4 5/S' GYPSUM WALL BOARD ON 5/S' FU518LE METAL HAT CHANNEL Q 24' O.C. OVER LINKS SURFACE MOUNTED $0 3/4' FOIL FACED ISO BOARD WITH MINUTE FIRE RATED (2)108D RADIANT BARRIER SURFACE TOWARD SCREWS COUNTER SHUTTER 4. ° ' AIR SPACE (WAX OR EQUAL) TO STUD _. SEE WINDOW 5CHED �- ,,..I HEADER HEIGHT 10 SD SCREWS 8' O.C. (TYP) CONT. CORNER BEADS v t HEAD AND JAMBS 6006J16 i -2" (TYPICAL) CONTINUOUS, [Rr UNPUNCHED, HEADER HEIGHT EACH SIDE 18GA. CONTINUOUS TRACK x STUD WIDTH FASTEN HEAD/JAM5 TO EASTUD FLANGE 51 SCALE1-1/2' 1-0' 83 HEAD T DSHUT SHUTTER SCALE: 1-1/2' V -0 - CONT. P.T. IX WOOD B BLOCKING 010 SD SCREWS CONT. CONTOURED EDGE 8' O.C. (TYPICAL) SEALANT -,MARBLE SILL 2<� rzli a SEE WINDOW SCHED - <� SILL HEIGHT P.T. WOOD NAILER N 5/8' GYPSUM WALL BOARD ON 5/8' TRACK METAL HAT CHANNEL A 24' O.C. OVER = 3/4' FOIL FACED 150 BOARD WITH STUD 5TUD RADIANT BARRIER 5URPACE TOWARD AIR SPACE (WAX OR EQUAL) JA t RATED TILT WALL (SEE C 3 SILLSTRUCTURAL) SCALE: 1-1/2' = 1'-0' STAINLESS STEEL 60GSJ16 COUNTERTOP OVER SCALE: 1-1/2' _ 1'-0' Al 3/4' P.T. PLYWOOD G UNPUNC CONTINUOUS. (SEE PLAN FOR EXTENT) EACH SIDE 103'-6' SILL HEIGHT 10 SD SCREWS PREFINISHED 2x BLOCKING 8' O.C. (TYP) ISGA. CONTINUOUS METAL COPING CONTINUOUS TRACK x STUD WIDTH FASTEN TO CANT STRIP STEEL ANGLE, EACH STUD FLANGE. REFER STRUCTURE 2x BLOCKING (2) "10 SD SCREWS METAL STUDS, MODIFIED BITUMEN REFER STRUCTURE j ROOFING MEMBRANE ON TO STUD COUNTER LIGHTWEIGHT GONG OVER FLASHING <� RIGID INSULATION 2 SILT4.® L SHUTTER 5/8' DENS GLAS i, 3 L� GOLD w/1' FOAM SCALE: 1•-1/2' n 1'-0' 4 E IF5 ON TYVEK :':� .t 1 D 0 CONTINUOUS SLIP TRACK AND METAL TOP TRACK o METAL DECKING iii - ., - SCALE: 1 1/2' = I'-0' /F— FIRE SEALANT BOTH SIDES iE CONTINUOUS SEALANT, f 50TH SIDES VENTED METAL ROOF DECK, SEE STRUCTURAL c r VARIES,L BOTTOM OF JOIST STEEL JOIST, SEE r STRUCTURAL CONT. SLIP VENTED METAL ROOF DECK, Y— TRACK AND SEE STRUCTURAL METAL TOP TRACK ri 3 5/8' 20 GA. STEEL STUD a STEEL JOIST, SEE`r 24' O.G. w/ (U LAYER OF 5/8' STRUCTUR_/ BATTS, TYPICAL AL SOUND ATTENUATING �� GYPSUM WALL BOARD EACH � BRACE AS REQUIRED, SEE SIDE STRUCTURAL $EE A2.02 � f METAL BOTTOM TRACK SOUND ATTENUATING BATT r FASTENED TO EACH JOIST INSULATION CEILINGHEIGHT < 3/4' T* PLYWOOD DECK SEE A2.02 ACOUSTICAL 1= ,nom CEILING HEIGHT CEILING TILE 4 8'0, GRID SYSTEM, SEE A2.02� ACOUSTICAL CEILING TILE 4 TYPICAL r CEILING HEIGHT TOP OF 0.5.5, GRID SYSTEM SOUND ATTENUATING BATT 1 JOIST, SEE STRUCTURAL r INSULATION, FULL HEIGHT (1) LAYER 5/6' M015TURE OS.B. BOARD, %` SOUND ATTENUATING RESISTANT GYPSUM CEILING PAINTED BATT INSULATION, FULL r BOARD HEIGHT y� 6" 18 GA. METAL STUDS -a 24' HORIZONTAL O.C. w/ (2) LAYERS OF 5/8' BRIDGING 9 TYPE 'X' GYPSUM WALL BOARD 48' O.C. ON EACH SIDE y 3 5/8' 16 GA. METAL STUD HORIZONTAL BRIDGING✓ �. WALL a 24' O.C. w/ (l) LAYER CONTINUOUS 48' O.C., TYPICAL "� - r OF 5/S" GYPSUM WALL BOARD 4' STEEL - EACH SIDE ANGLE - NOTE: 5/8' MOISTURE ATTACHED TO GALV. METAL 150TTOM TRACK RESISTANT GYPSUM WALL CONCRETE w/ ATTACHED TO CONCRETE w/ BOARD TO BE USED ON ALL POWDER POWDER ACTUATED METAL -r WET WALL LOCATIONS ACTUATED FASTENERS a 24' O.C. -5- METAL BASE 4 FLOOR FINISH AS FASTENERS a fi FLOOR FINISH 4 BASE AS SCHEDULED 5A5E 4 FLOOR FIN15H AS 24' O.C. 6' SCHEDULED SCHEDULED 100'-0' 100'-0"� FIN. FLR FIN. FLR CONCRETE SLAB AND CONCRETE SLAB, SEE FOOTING, SEE STRUCTURAL STRUCTURAL N 2 -HOUR SECT I ON THRU Hl T D FART I T I ON �I3 A/C PLATFORM SCALE: 1/2' = I'-0' UL *U411 SCALE: 1/2' = 1'-0' I 2 3 11 4 5 � SURFACE MOUNTED SECURITY COUNTER SHUTTER •ETAL ARAPET CAP 10 l CONTINUOUS P.T. WOOD BLOCKING _ASHING CONT. FLASHING A TILT WALL, REFER STRUCTURE (2) 2X6 CONT. PARAPET WINDOW, AS 4- / '.0. WALL (HIGH END) P.T. NAILER5 LIGHTWEIGHT BEYOND ` 7'-2' 4 4' CANT STRIP INSULATION CONC SCHEDULED I (R_20) CONTINUOUS P.T. HEADER HEIGHT 12 WOOD BLOCKING 1I/4 MODIFIED BITUMEN METAL I T UP WALL ROOF 5Y5TEM 12 ut NEL (SEE -_. -L1/4 FLASHING GAP HEAD 0 SECURITY HINT ;UCTURAL) --.�_ 121'-8' SCALE: 1-1/21 = 1'-0' T.O. WALL (LOW END) WINDOW, AS . STAINLESS STEEL METAL ROOF DECK, SEE STRUCTURAL SCHEDULED B COUNTERTOP OVER ALUM. GUTTER 3/4' P.T. PLYWOOD STEEL JOIST, AND DOWNSPOUT tlll (SEE PLAN FOR EXTENT) SEE STRUCTURAL SLOPE 103'-6' SILL HEIGHT 1'-4' ROOF DETAIL. (HIGH END) OOF D T Il� (LOWND) TILT WALL, SCALE: 3/4' I'-0' J SCALE: 3/4' I'-0' REFER STRUCTURE ` SILL 6 SECURITY SHUTT PARAPET BEYOND SCALE: 1-I/2' = I'-0' MODIFIED BITUMEN ROOFING FRY REGLET 5Y5TEM C CANT STRIP 2x BLOCKING TYP• AOl LIGHTWEIGHT CONCRETE ROOF PARAPET BEYOND RIGID INSULATION / f __. ~ INSULATION SYSTEM MODIFIED BITUMEN 124'-6' ROOFING SYSTEM / TOP OF TILT WALL. - - - - MODIFIED. BITUMEN ROOFING TILT WALL, r -A...__ � ___..____... _...._ �._ SEE STRUCTURAL 12 SYSTEM f — - -' CONT METAL FLASHING LIGHTWEIGHT CONCRETE ROOF B9 OVERHEAD �� FOR FRAMINSEE G 1 INSULATION SYSTEM A5.01 12 1/4" ` MANUFACTURER'S DOOEE \ REQUIREMENT FOR 5/5' DENS GLAS GOLD ,{k 122'-1' i \- __ 121'-8_'hINSTALLATION) i w/ I' FOAM AND E.I.F.S. JOIST BEARING '� VENTED METAL TOP OF TILT WAt.. - 114'-6' .- �� ROOF DECK, SEE 1 BOTTOM OF CANOPY STRUCTURAL 1UZU SYNTHETIC STUCCO FINISH M �, VENTED METAL ROOF \ / JOIST BEARING — ,-_ E E R 112' 0' DECK, SEE TOP OF OPENING OI SYNTHETIC STUCCO FINISH 3/4' DEEP X 4' RECE55ED BAND WITH �L 3/4" DEEP X 4' CHAMFERED EDGES, -� RECESSED BAND WITH TYPICAL I ` CHAMFERED EDGES CANOPY DETAIL TILT WALL PANEL, SEE STEEL JOIST, SEE STRUCTURAL STEEL JOIST, SEE STRUCTURAL SCALE: 1/2' 1'-0' STRUCTURAL 5' 0 ALUMINUM DOWN SPOUT (2) 2x6 P.T. NAILERS AND Tr a — }- TILT WALL, SEE STRUCTURAL 4' FIBER CANT, CONTINUOUS MODIFIED BITUMEN ROOFING MODIFIED BITUMEN ROOFING SYSTEM OVER LIGHTWEIGHT SYSTEM OVER LIGHTWEIGHT CONCRETE ROOF INSULATION S' (P PVC CONVERTER CONCRETE ROOF INSULATION SYSTEM SYSTEM Q FRY REGLET A5.01 OH AO01 ROOF DRAIN BEYOND, SEE FRY REGLET _ PLUMBING DRAWING5 (2) 2x6 P.T. NAILERS AND 4" 113'-6' 113'-6' FIBER CANT, CONTINUOUS / 1� TOP OF CANOPY TOP OF CANOPY - -\ 4'20 GA. " VENTED METAL ROOF DECK, 4' 20 GA. CONTINUOUS 1VENTED METAL SEE STRUCTURAL CONTINUOUS METAL METAL STUDS, STRUCTURAL ROOF DECK, SEE STUDS, TYPICAL TYPICAL // SEE PLUMBING FOR CONT SOUND ATTENUATING BATT OF ROOF LEADER OF SOUND ATTENUATING 5/8' DENS GLAS GOLD BATT INSULATION w/ I' FOAM AND E.I.F.5. 5/5' DENS GLAS ALUMINUM BAND TO GOLD w/ I' FOAM LIGHTWEIGHT STEEL CEILING HEIGHT MATCH CAP FLASHING AND E.I F.S. FRAMING, SEE STRUCTURAL 109'-0' SL, -� i LACOU5TICAL CEILING TILE 4 CEILING HEIGHT " �1 GRID 5Y5TEM108-6108461= BOTTOM OF CANOPY BOTTOM OF CANOPY 1 ACOUSTICAL CEILING 3`-I I/2' rt; 3 5/8' STEEL STUD 108-0' TILE 4 GRID SYSTEM / JOISTS 16' O.G. HEADER HEIGHT \ ALUMINUM BAND To y MATCH CAP LIGHTWEIGHT METAL FLASHING 5/8' DENS GLAS A501 I (ll LAYERS/8' GYPSUM WALL (1) LAYER 5/8" i FRAMING, SEE STRUCTURAL GOLD w/ DEF.S. ! BOARD ON 5/8' METAL HAT GYPSUM WALL gl 5/8' DENS�GLAS CHANNELS fa 24' O.C. OVER 3/4' BOARD ON 5/8 5/8 DENS GLAS GOLD GOLD w/ I FOAM _ �— j FOIL FACED ISO BOARD WITH A5 01 O H 1 w/ D.ER$. AND E.IF.S. METAL HAT RADIANT BARRIER SURFACE CHANNELS a 24' ; I TOWARD AIR SPACE (RMAX OR O.C. OVER 3/4' I I EQUAL) FOIL FACED ISO I 8' 0 PVC VERTICAL RAIN f BOARD WITH ; WATER LEADER CONCRETE COLUMN BEYOND, BRADIANT ARRIER A501 SEE STRUCTURAL I a� SURFACE TOWARD O.H. / I CONCRETE COLUMN BEYOND, AIR SPACE 1 SEE STRUCTURAL STOREFRONT GLAZING SYSTEM I (RMAX OR i Cx EQUAL) 1/2' ASPHALT EXPANSION JOINT FULL DEPTH OF SLAB 1/2' ASPHALT EXPANSION JOINT I FLOOR FINISH AS SCHEDULED BASE 4 FLOOR FINISH FULL DEPTH OF SLAB A$ SCHEDULED CONCRETE SIDEWALK, MAX. ! CONCRETE 5LA5, SEE CONCRETE 5LA5, 5EE SLOPE 1:50 CONCRETE SIDEWALK, I I STRUCTURAL STRUCTURAL MAX. SLOPE 1:507 j FIN. FLR FIN. Fl -RV � I SEE STRUCTURAL FOR FOOTING 4 - - - r SE STRUCTURAL FOR REINFORCEMENT I FOTING 4 DETAILS PVC HORIZONTAL RAIN WATER LEADER I REINFORCEMENT ROUTED OUi TO SWALE, SEE CIVIL I4 -------I L------ D�TTAILS !.:!0N TlCANF'OY, SECTION! THRU CANOPY � ENTRY liFIU SCALE: 1/2' = 1'-0' I 9 1 10 Vaughn D. Holeman, AIA, Fres. AR0010 02 5 For HOLEMAN WMAN ARCHITECTS, INC. 1 b t 14A C 001389 IT IS THE RESPONSIBILITY OF THE CONTRACTORS TO REVIEW THE COMPLETE ARCHITECTURAL AND ENGINEERING PACKAGE, COORDINATING AND. SUPPLYING ALL MATERIALS AND PRODUCTS WHICH ARE CONSIDERED PART OF THEIR TRADE. CONTRACTORS SHALL NOT BID FROM PARTIAL SETS, IGHT HOUSE N TWO S 6ANFORD OPERATION CENTER SAI�ORD, 1;LORID,4, AA C00ba9 t-I®lf 1AAn SUMAn AL�CHI, T t C T 5 2101 5. tUAYERLY PLACESUITE lD0 Pi-lOtlE i ML.BOUFQ IE, FLORIDA 32WI (321)168-1581 WALL 5 CT I O 6 DATE 01-15-04 AND DETAILS DR Rs APPR VH CK IML PROJ 03023 COPYRIGHT © STATEMENT "A 45'01 OLEMANUMAN ARCHITEGM, INC. (HSA) AND ARETENTSEISSUEDTHEPONLY THE V— SPECIFIC PROJECT NOTED ON THESE DOCUMENTS. ANY REVISIONS, IIS REPRODUCTIONS OR MODIFICATIONS OF THESE DOCUMENTS MTHOUT THE EXPRESS WRITTEN CONSENT OF HSA IS PROHIBITED BY LAW. 15 OF Vaughn D. Holeman, AIA, Fres. AR0010 02 5 For HOLEMAN WMAN ARCHITECTS, INC. 1 b t 14A C 001389 IT IS THE RESPONSIBILITY OF THE CONTRACTORS TO REVIEW THE COMPLETE ARCHITECTURAL AND ENGINEERING PACKAGE, COORDINATING AND. SUPPLYING ALL MATERIALS AND PRODUCTS WHICH ARE CONSIDERED PART OF THEIR TRADE. CONTRACTORS SHALL NOT BID FROM PARTIAL SETS, IGHT HOUSE N TWO S 6ANFORD OPERATION CENTER SAI�ORD, 1;LORID,4, AA C00ba9 t-I®lf 1AAn SUMAn AL�CHI, T t C T 5 2101 5. tUAYERLY PLACESUITE lD0 Pi-lOtlE i ML.BOUFQ IE, FLORIDA 32WI (321)168-1581 WALL 5 CT I O 6 DATE 01-15-04 AND DETAILS DR Rs APPR VH CK IML PROJ 03023 COPYRIGHT © STATEMENT THESE DUMENTS AND THEIR TY OF EFOR 45'01 OLEMANUMAN ARCHITEGM, INC. (HSA) AND ARETENTSEISSUEDTHEPONLY THE SPECIFIC PROJECT NOTED ON THESE DOCUMENTS. ANY REVISIONS, REPRODUCTIONS OR MODIFICATIONS OF THESE DOCUMENTS MTHOUT THE EXPRESS WRITTEN CONSENT OF HSA IS PROHIBITED BY LAW. 15 OF INIIIIII 15 ID IE IF 1 Gr I REM 1 ro 10 Product Options and Substitutions CK TW Architectural Woodwork Direct Applied Exterior Finish Systems COPYRIGHT © STATEMENT Part 1 - General Lightweight concrete roof insulation Part 1 - General Part 1 - General 1.01 Summary Part 1 - General 1.01 Summary 1.01 Submittals A. This section describes the product options, basis for design and listed acceptable manufacturers, substitutions 1.01 Summary A. Provide interior architectural woodwork: A. Product data: Submit manufacturer's product data and installation instructions for each material and product used. during bidding and substitutions after bidding/award of contract/during construction. A. Provide lightweight low-density insulating concrete. 1. Casework and countertops. B. Samples: Submit two representative samples of each material specified indicating visual characteristics and finish. 1.02 Product options 1.02 Submittals 1.02 Submittals Include range samples if variation of finish is anticipated. Sample must be approved b client. 9 P P P PP Y only b reference standard select an product meeting that standard. A. For products specified y y Y p 9 A. Product data: submit manufacturer's product data and installation instructions for each material and product used. A. Product data: Submit manufacturer's product data and installation instructions for each material and product used. C. Warranty: Submit manufacturer's standard warranty. Include labor and materials to repair or re lace defective Y Y P P q �� ,� B. For products specified by basis of design and naming several acceptable manufacturers, select any one of the B. Mix design: submit proposed mix design for approval. C. Shop drawing: submit shop drawings indicating insulation board configuration. B. Shop drawings: Submit shop drawings indicating material characteristics, details of construction, connections, and materials. acceptable manufacturers named, which complies with the specification. This shall be construed that the other 1.03 Quality assurance relationship with adjacent construction. 1. Warranty period: 5 years. manufacturers products being provided are of equal and similar aesthetic value (judged solely by the with governing codes and regulations. Provide products of acceptable manufacturers which have been in A Comply g g 9 P u P u P C. Samples: Submit two representative samples of .,ash material specified indicating visual characteristics. and. finish. 1.02 Quality Assurance architect/engineer), cost range, dimension, weight, having similar specification, recommended usage and installation satisfactory use in similar service for three years. Use experienced installers. Deliver, handle, and store materials in Include range samples if variation of finish is anticipated. 9 P p A. Com ply with governing codes and regulations. Provide products of acceptable .manufacturers which have been in procedures recommended. Substitutions by manufacturers not listed may be submitted during bidding as per 1.02D accordance with manufacturer's instructions. 1.03 Quality assurance Q ty satisfactory use in similar service for three years. Use experienced installers.- Deliver, handle, and store materials in below. B. Testing: independent testing laboratory. A. Comply with governing codes and regulations. Provide products of acceptable manufacturers which have been in accordance with manufacturer's instructions. C. For products specified by naming only one product and manufacturer, there is no option. Part 2 - Products satisfactory use in similar service for three years. Use experienced installers. Deliver, handle, and store materials in B. Mockups: provide mockup as required to demonstrate quality of workmanship. P P p q q Y p D. Substitutions during bidding shall be submitted per 1.03 below. 2.01 Materials accordance with manufacturer's instructions. Part 2 -Products E. Substitutions after bidding shall be submitted per 1.04 below. A. Perlite aggregate design mix: B. Standards: Architectural Woodwork Institute (AWI) "Architectural Woodwork Quality Standards." 2.01 Materials F. Substitution format: requests for substitution must be submitted in a format outlining the product in exact format 1. Wet density at placement: 38 to 40 pcf, astm c 138. C. Standards: Woodwork Institute of California (WIC) "Manual of Millwork." A. Manufacturers: Dryvit Systems, Inc., Sto Corp., or approved equal. of specification. Show comparison of specified product vs. Requested product (i.e. copper coils vs. Copper coils). This 2. Oven dry density: 24 to 30 pcf, astm c 495. D. Preservative treatment: Non pressure method, exterior type, NWWDA I.S. 4. B. Finish coating over concrete tilt wall panels format should match the specification format of the specified equals. Any requested substitution not following the format 3. Compressive strength: minimum 125 psi, astm c 495. E. Formaldehyde emission levels: 1. Type: EIMA Class PB. will be rejected. It is the responsibility of the submitter to prove "equal product", not the architect, engineer or owner. B. Vermiculite aggregate design mix: 1. Particleboard: NPA 8 compliance. 2. Primer: Portland Cement and Polymer Adhesive. Y Failure of the contractor to prove equality will result in rejection of request. 1. Wet density at placement: 44 to 60 pcf, astm c 138. 2. Medium density fiberboard: NPA 9 compliance. 3. Finish coat: Polymer Emulsion. Y 1.03 Substitutions during bidding 2. Oven dry density: 22 to 28 pcf, astm c 495. 3. Hardwood plywood: HPMA FE compliance. C. Auxiliary materials: A. Substitutions of products shall be considered during bidding only under the following conditions: 3. Compressive strength: minimum 125 psi, astm c 495. F. Mockups: provide mockup as required to demonstrate quality of workmanship of each type of architectural woodwork. 1. Where panels have imperfections, provide 2 acceptable p p , p p able cement based patching compound products: 1. Submit a separate request for each product, supported with complete date, with drawings and samples as C. Auxiliary materials: 1. Portland cement: astm c 150, type i or type iii. yp yp part 2 -Products 2.01 Materials A. Sto: Skim coat. B appropriate, includin g: 2. Mineral aggregate: ate: astm c 332, group i. gg g g P A. Interior plastic laminate clad casework: B. Dryvit: Genisis base coat. Part 3 -Execution a. Comparison of the qualities of the proposed substitution with that specified. P q P P P 3. Air entraining admixture: astm c 260. 1. Laminate: high pressure decorative laminate, NEMA LD -3. (colors to be selected by owner unless noted on 3.01 Installation Provide data of specified product for comparison. 4. Reinforcing mesh: astm a 185, galvanized welded wire fabric. plans). b. Changes required in other elements of the work because of the substitution. 5. Insulation board: rigid polystyrene with keying holes, astm c 578. 2. Grade: custom. A. Inspect substrate and report unsatisfactory conditions in writing; beginning worts means acceptance of substrate. o. Effect on the construction schedule. Part 3 -Execution 3. Face style: flush oveliay. B. Comply with system manufacturer's instructions and recommendations; admixtures shall not be used. Provide d. Cost data comparing the proposed substitution with the product specified. 3.01 Installation 4. Frame fabrication: face frame. leveler (where required), primer. Finish coat to provide a uniform appearance. Completely cover all concrete tilt wall e. An required license fees or royalties. Y q Y A. Install materials in accordance with manufacturer's instructions and and approved submittals. Install materials in B. Casework hardware and auxiliary materials: panels includin edges. Install areas of s p g p g 9 special patterns where indicated on drawings. Clean and protect work. f. Availability of maintenance service and source of replacement materials. proper relation with adjacent construction and with uniform appearance. Coordinate with work of other sections. 1. Hardware standard: ANSI/BHMA Al 56.9. g. Submit a sample of the basis far design and the requested substitution. B. Restore damaged finishes. Clean and protect work from damage. g P g 2. Hardware finish and base metal: satin chromium plated brass or bronze. Modified BItUmInOUS Membrane Roofing Samples will not be returned.. C. Interior plastic laminate clad countertops: Part 1 -General 2. Architect/engineer shall be the sole judge of the acceptability of the proposed substitution. 1. Laminate: high pressure decorative laminate, NEMA LD -3. 1.01 Summary 3. Substitutions must be presented to the architect ten (10) working days prior to the date set for the receipt of 2. Grade: custom. A. Provide modified bituminous membrane roofing. bids. Telephone requests shall not be accepted. Persons requesting substitutions will be notified only by addendum, 3. Core: plywood. 1.02 Submittals whether request is acceptable. All bidders holding plans during bidding will receive addenda incorporating acceptable 4. Core: as allowed by grade. A. Product data: Submit manufacturer's product data and installation instructions for each material and product used. substitutions. 5. Edge: laminate. B. Shop drawings: Submit shop drawings indicating material characteristics, details of construction, connections, and 1.04 Substitutions after bidding D. Auxiliary materials: relationship with adjacent construction. C A. Substitutions of products shall be considered after bids are opened only under the following conditions: 1. Screws: is ff-s-111. C. Warranty: Submit manufacturer's standard full system warranty. Include labor and materials to repair or replace 1. The contractor shall place orders for specified materials and equipment promptly upon award of contract. No 2. Nails: fs ff-n-105. defective materials, metal copings, etc, excuse or proposed substitution will be considered for materials and equipment due to unavailability unless proof is 3. Anchors: type required for secure anchorage. 1. Warranty period: 20 year, no dollar limit. submitted that firm orders were placed ten days after review by the architect/engineer of the item listed in the Part 3 - Execution 1.03 Quality assurance specifications, 3.01 Installation A. Comply with governing codes and regulations. Provide products of acceptable manufacturers which have been in 2. The reason for the unavailability is beyond the control of the contractor. Unavailability will be construed as A. Provide work to sizes, shapes, and profiles indicated. Install work to comply with quality standards referenced. Back satisfactory use in similar service for three years. Use experienced installers. Deliver, handle, and store materials in being due to strikes, lockouts, bankruptcy, discontinuance of the manufacture of a product, or acts of god. prime work and install plumb, level and straight with tight joints, scribe work to fit. accordance with manufacturer's instructions. 3. Requests for such substitution shall be made in writing to the architect/engineer after the award of contract B. Install materials and systems in accordance with manufacturer's instructions and approved submittals. Install B. Listing: UL class A external fire exposure: and within ten (10) days of the date that the contractor ascertains that he or she cannot obtain the material or equipment materials and systems in proper relation with adjacent construction. Use non -corrosive fasteners for exterior work. C. Listing: FM class 1-90 construction. specified. Coordinate with work of other sections. Part 2 - Products 4. Requests shall be accompanied by a complete description of the materials or equipment which the contractor C. Comply with manufacturer's requirements for cutting, handling, fastening and working treated materials. 2.01 Materials wishes to use as a substitute. Substitutions must be recommended by the architect/engineer to the owner who must D. Repair minor damage; clean and protect. A. Approved manufacturers: Firestone Building Products Co., Celotex Corp., Gaf Building Materials, Suprema, Inc. accept in writing. ., Roofing and Waterproofing (basis of design), or approved equal. 5. Contractor's representation: a request for substitution constitutes a representation that contractor: Building Insulation B. Modified bituminous sheet roofing: a. Has investigated the proposed product and determined that it is equal to or Part 1 - General 1. Field base membrane ply: Soprafix superior in all respects to that specified. 1.01 Submittals a. Description: Field base membrane ply shall have special non -woven polyester reinforcement and b. Will provide the same warranties or bonds for the substitution as for the product specified. A. Product data: Submit manufacturer's product data and installation instructions for each material and product used. thermofusible elastomeric asphalt. Both sides shall have a thermofusible plastic film. This membrane is to be applied by mechanically fastening and lap torching. D c. Will coordinate the installation of an accepted substitution into the work, and make such other changes as may be required to make the work complete in all respects. 1.02 Quality assurance b. Components: Reinforcement shall be 3.68 lbs/sq. non -woven polyester elastomeric asphalt shall be a mix of A. Comply with governing codes and regulations. Provide' products of acceptable manufacturers which have been in selected bitumen and SBS thermoplastic polymer. d. Waives all claims for additional costs, under his responsibility, which may satisfactory use in similar service for three years. Use experienced installers. Deliver, handle, and store materials in c. Membrane: subsequently become apparent. accordance with manufacturer's instructions. 1. Weight shall be approximately .77 pounds per square . r )ot 6. Architect/engineer will review requests for substitutions with reasonable promptness and notify contractor, in Part 2 - Products Thickness shall be 140 mils writing, of the decision to accept or reject the requested substitution. 2.01 Materials2. 2. Field cap membrane ply: 7. Submit a separate request for each product, supported with complete data, with drawings and samples as A. Sound blanket/batt insulation: a. Description: Field cap membrane ply shall have a glass mat reinforcement and thermofusible elastomeric appropriate, including: 1. Application: Sound attenuation in studs in interior walls. asphalt with fire retardant agents added. The top side shall self -protected by a thermofusible plastic film. This membrane is a. Comparison of the qualities of the proposed substitution with that specified, 2. Type: Mineral slag fiber, ASTM C 665, type III, scrim faced. to be applied by torching only. Provide data of specified product for comparison. B. Accessories: b. Components: Reinforcement shall be 1.4 lbs/sq. non -woven fiberglass. Elastomeric asphalt shall be a mix of b. Changes requited in other elements of the work because of the substitution. 1. Adhesives and mechanical anchors and clips per manufacturers recommendation. selected bitumen and SBS thermoplastic polymer. c. Effect on the construction schedule. 2. Crack sealers and tapes. c. Membrane: d. Cost data comparing the proposed substitution with the product specified. Part 3 - Execution 1. Weight shall be approximately 1.01 pounds per square foot e. Any required license fees or royalties. 3.01 Installation 2. Thickness shall be 140 mils f. Availability of maintenance service and source of replacement materials. A. Install materials and systems in accordance with manufacturer's instructions and approved submittals. Install C. Auxiliary materials: g. Submit a sample of the basis for design and the requested substitution. materials and systems in proper relation with adjacent construction. Coordinate with work of other sections. Provide full 1. Protection board (reroof only): 1/2" Dens Deck mechanically fastened to comply with ASCE 7-98 & Florida Samples will not be returned. Should basis for design not be available, thickness in one layer over entire area, tightly fitting around penetrations. Building Code 2001 E submit product by listed acceptable manufacturer. B. Install vapor retarder over entire area of inside face of exterior walls and elsewhere as indicated. Seal all seams and 2. Walkway protect boards: Compatible with system (tan) 8. Architect shall be the sole judge of the acceptability of the proposed substitution. around perimeter and penetrations with duct tape to form a continuous vapor retarder free of holes. 3. Sheet metal accessories: SMACNA and NRCA recommendations. 9. Review of substitutions shall be at contractor's expense. Architect/engineer shall charge the contractor his C. Protect installed insulation and vapor retarder. Part 3 - Execution standard hourly rates. 3.01 Installation 1.05 Delays Exterior Insulation and Finish Systems (EIFS) A. Inspect substrate and report unsatisfactory conditions in writing. Beginning work means acceptance of substrate. A. Delays in construction time arising out of non-availability of a specified or otherwise required material and/or Part 1 - General Coordinate installation with other trades, including carpentry, flashing and penetrating work. method shall not be a justification of same. 1.01 Summary B. Comply with NRCA roofing and waterproofing manual and manufacturer's installation instructions. 1.06 Contractor responsibility A. Provide exterior insulation and finish systems (EIFS). C. Clean, prime and prepare substrate. A. In agreeing to the terms and conditions of the contract, the contractor and his subcontractors assume full 1.02 Submittals D. Install insulation with tightly butted joints and neatly fitted around penetrations, responsibility that the specified product, acceptable manufacturers and substitutions comply with the design intent of the A. Product data: Submit manufacturer's product data and installation instructions for each material and product E. Begin roof installation only in presence of manufacturer's representative. basis for design. used. F. Install walkway protection membrane where required to.provide access to roof mounted equipment from roof access B. It is the responsibility of the contractor to confirm that the acceptable manufacturers listed and substitutions B. Shop drawings: Submit shop drawings indicating material characteristics, details of construction, connections, points. offered comply with the design intent of the basis for design. and relationship with adjacent construction. G. Restore or replace damaged components. Protect work from damage. C. The architect/engineer shall endeavor to list acceptable manufacturers who offer products acceptable and C. Samples: Submit two representative samples of each material specified indicating visual characteristics and comply with the design intent of the basis for design. The architect/engineer may deem upon submittal, that a listed finish. Include range samples if variation of finish is anticipated. Manufactured Roof Specialties acceptable manufacturer or accepted substitute does not comply with the design intent of the basis for design. Should D. Warranty: Submit manufacturer's standard warranty. Include labor and materials to repair or replace defective Part 1 - General this occur, the contractor shall provide a product of a listed manufacturer or the basis for design at no increase in cost or materials. 1.01 Submittals F construction time. 1. Warranty period: 5 years. A. Product data: submit manufacturer's product data and installation instructions for each material and product used. 1.03 Quality assurance B. Shop drawings: submit shop drawings indicating material characteristics, details of construction, connections, and Termite (Control A. Comply with governing codes and regulations. Provide products of acceptable manufacturers which have been relationship with adjacent construction. Part 1 -General in satisfactory use in similar service for three years. Use experienced installers. Deliver, handle, and store materials in C. Samples: submit two representative samples of each material specified indicating visual characteristics and finish. 1.01 Summary accordance with manufacturer's instructions. Include range samples if variation of finish is anticipated. A. Provide soil treatment for termite control. B. Mockups: provide mockup as required to demonstrate quality of workmanship. 1.02 Quality Assurance 1.02 Submittals Part 2 - Products A. Comply with governing codes and regulations. Provide products of acceptable manufacturers which have been in A. Product data: Submit manufacturer's product data and installation instructions for each material and product used. 2.01 Materials satisfactory use in similar service for three years. Use experienced installers. Deliver, handle, and store materials in B. Warranty: Submit manufacturer's standard warranty. Include labor and materials to repair or replace defective A. Manufacturers: Acrocrete, Inc., Dryvit Systems, Inc., Parex Incorporated., Pleko Products, Inc., Senergy Diva of accordance with manufacturer's instructions. materials. Harris Specialty Chemicals, Sto Corp., or approved equal. B. Insurance requirements: fm approval or acceptance. 1. Warranty period:, 5 years. B. Finish coating over molded polystyrene board: Part 2 - Products C. Provide letter that chemical barrier method shall be completed in accordance with Florida Building Code chapters, 1. Type: EIMA class pb. 2.01 Materials sections 104, 1503, 1816, and 2303. 2. Base coat: Portland cement and polymer adhesive. A. Fascia and -gravel stops: aluminum sheet, 0.050 inch thick interlocking with 28 gauge (.018 inch) formed zinc -coated D. A licensed pest control company must issue a certificate of compliance to the building department before a certificate 3. Finish coat: Polymer emulsion. steel water dam/hold down clip, compression clam, and compression pad. p p p -0.063 of occupancy will be issued. The certificate of compliance shall state: "the building has received a complete treatment for 4. Thermal insulation: Molded rigid cellular polystyrene. B. Aluminum copings:interlocking multi -part coping gauge (. ) g p p ng system, inch thick aluminum sheet 24 au a 0239 inch the prevention of subterranean termites: The treatment is in accordance with the rules and laws of Florida department of 5. Reinforcing fabric: Standard weight with high -impact type at areas subject to damage. zinc -coated steel anchor late, and formed aluminum utter. P g agriculture and consumer services." 1.03 Quality assurance 6. Insulation attachment: Adhesive and mechanical anchors. C. Finishes: lied. 1. Application: factory -applied. pp' tion: facto a A. Comply with governing codes and regulations. Provide products of acceptable manufacturers which have been Part 3 -Executionin 3.01 Installation 2. Aluminum finish: fluoropolymer, kynar 500. satisfactory use in similar service for three years. Use experienced installers. Deliver, handle, and store materials in A. Inspect substrate and report unsatisfactory conditions in writing; beginning work means acceptance of substrate. Part 3 - Execution ` 3.01 installation accordance with manufacturer's instructions. Part 2 - Products B. Comply with system manufacturer's instructions and recommendations; admixtures shall not be used. Provide ' A. Comply with accessory manufacturers' instructions and recommendations. Coordinate installation with roofing 2.01 Materials reinforced base and finish coats to provide a uniform appearance. Completely cover all insulation board including. P PP P Y g system to ensure weather tight performance. Anchor securely to structure to withstand inward and outward loads.. A. Soil treatment materials: Soil treatment materials shall bear federal registration number of U.S. Environmental edges. Provide soft joints at all changes of substrate and at intervals suggested by manufacturers and at approved B. Isolate dissimilar metals to prevent galvanic corrosion. Protection Agency and acceptable to authorities having jurisdiction. If acceptable, products may include chloropyrifos, locations. Install areas of special patterns where indicated on drawings. Clean and protect work. C. Test and operate units; clean, lubricate and adjust moving parts. permathrin, cypermethrine, fenvalerate, isofenphose. Part 3 - Execution 3.01 Installation A. Treat soil in strict compliance with national pest control association standards and with manufacturer's printed instructions and recommendations. B. Treat areas under floor slabs prior to placement of concrete if possible to avoid drilling. Treat areas outside foundation walls after excavation, filling and grading are complete. Do not apply treatment to frozen or excessively wet soils. +-1 C. Post signs and other warnings indicating that soil poisoning has been applied. Protect persons and property from injury or damage from soil treatment. 1 2 3 4 r✓- ro -1 S 9 10 ■ Vaughn D. Holelnan, AIA, Pres. For c NOLEMAN 5UMAN ARCHITECTS, INC. ,4A C�>a1389 ' 1 IT 15 THE RE5PON5151LITY OF THE CONTRACTORS TO REVIEW THE COMPLETE ARCHITECTURAL AND ENGINEERING PACKAGE, COORDINATING AND SUPPLYING ALL MATERIALS AND PRODUCTS WHICH ARE CON5IDERED PART OF THEIR TRADE. CONTRACTORS SHALL NOT 511D FROM PARTIAL SETS. 5RIGHT HOU,5N TWO � SANFOF412D ®FEIRATION CENTER 5AISIFORD, FLORIDA EMMEOMWANWd AA 0001389 HOLtAAn SUMAH AP-CMITfCTS 21016. LUAVERI.Y PLACE, SUITE 100 PHONE MLFSOUFNE, FLORIDA 32WI (321) l6S-lSal 5F C IF I CAT I OI 5 DATE 01-15-10>4 DR j=lU APPR CK TW PROJ 03023 COPYRIGHT © STATEMENT V® THESE DOCUMENTS AND THEIR CONTENTS ARE THE PROPERTY OF�� , HOLEMAN SUMAN ARCHITECTS, INC. (H5A) AND ARE ISSUED ONLY FOR THE SPECIFIC PROJECT NOTED ON THESE DOCUMENTS. ANY REVISIONS, REPRODUCTIONS OR MODIFICATIONS OF THESE DOCUMENTS WITHOUT THE EXPRESS WRITTEN CONSENT OF HSA IS PROHIBITED BY LAW. Iro OF ■ Vaughn D. Holelnan, AIA, Pres. For c NOLEMAN 5UMAN ARCHITECTS, INC. ,4A C�>a1389 ' 1 IT 15 THE RE5PON5151LITY OF THE CONTRACTORS TO REVIEW THE COMPLETE ARCHITECTURAL AND ENGINEERING PACKAGE, COORDINATING AND SUPPLYING ALL MATERIALS AND PRODUCTS WHICH ARE CON5IDERED PART OF THEIR TRADE. CONTRACTORS SHALL NOT 511D FROM PARTIAL SETS. 5RIGHT HOU,5N TWO � SANFOF412D ®FEIRATION CENTER 5AISIFORD, FLORIDA EMMEOMWANWd AA 0001389 HOLtAAn SUMAH AP-CMITfCTS 21016. LUAVERI.Y PLACE, SUITE 100 PHONE MLFSOUFNE, FLORIDA 32WI (321) l6S-lSal 5F C IF I CAT I OI 5 DATE 01-15-10>4 DR j=lU APPR CK TW PROJ 03023 COPYRIGHT © STATEMENT THESE DOCUMENTS AND THEIR CONTENTS ARE THE PROPERTY OF�� , HOLEMAN SUMAN ARCHITECTS, INC. (H5A) AND ARE ISSUED ONLY FOR THE SPECIFIC PROJECT NOTED ON THESE DOCUMENTS. ANY REVISIONS, REPRODUCTIONS OR MODIFICATIONS OF THESE DOCUMENTS WITHOUT THE EXPRESS WRITTEN CONSENT OF HSA IS PROHIBITED BY LAW. Iro OF Vaughn D. Holeman, AIA, Pre6. F®r HOLEMAN WIM ARCHITECTS, INC. y 1414 0001359 IT 15 THE RESPON51BILITY OF THE CONTRACTORS TO REVIEW THE COMPLETE ARCHITECTURAL AND ENGINEERING PACKAGE, COORDINATING AND SUPPLYING ALL MATERIALS AND PRODUCTS . WHICH ARE CONSIDERED PART OF THEIR TRADE. CONTRACTOR5 SHALL NOT 511D FROM PARTIAL SETS. RICHT HOWSE NETW0rRi°C6 5ANFORD Off' ,TlON CENTER SAI"FORD, FLORIDA AA C0013a9 HOLtAAH SUMAn AI_CHITfCTS 2101 S. WAVEW,Y PLACE, SUITE 100 PHONE NEL.BOURNE, FLORIDA 32901 (321)168-7I6SI SFE G IF I CAT I ON5 DATE 01-15-04 DR Plil APPR CK TW Joint Sealers Flush Wood Doors Door Hardware Aluminum -Framed Storefronts THESE DCUMENTS AND THEIR OF A(B.02 Part 1 - General Part 1 - General Part 1 - General Part 1 -General REPRODUCTIONS OR MODIFICATIONS OF THESE DOCUMENTS WITHOUT✓ 1.01 Summary 1.01 Submittals 1.01 Summary 1.01 Summary WM� A. Provide joint sealers at interior and exterior vertical and horizontal joints and penetrations. A. Product data: Submit manufacturer's product data and installation instructions for each material and product A. Provide door hardware. A. Provide interior aluminum -framed storefront assemblies 1.02 Submittals used. 1.02 Submittals B. Provide exterior impact resistant storefront assemblies as approved/required by governing code and regulations. A. Product data: Submit manufacturer's product data and installation instructions for each material and product used. B. Samples: Submit two representative samples of each material specified indicating visual characteristics and A. Product data: Submit manufacturer's product data and installation instructions for each material and product 1.02 Submittals A B. Samples: Submit two representative samples of each material specified indicating visual characteristics and finish. finish. include range samples if variation of finish is anticipated. used. A. Product data: A Include range samples if variation of finish is anticipated. G, Warranty: Submit manufacturer's standard warranty. Include labor and materials to repair or replace B. Samples: Submit two representative samples of each material specified indicating visual characteristics and 1. Submit manufacturer's product data and installation instructions for each material and product used. 1. Include manufacturer's full range of color and finish options if additional selection is required. defective materials, finish. Include range samples if variation of finish is anticipated, 2. Submit required governing code approval for each impact resistant material and product assembly used. 1.03 Quality assurance 1. Warranty Period: 5 years. C. Submit for approval hardware schedule proposed for use based on owner's requirements, B. Shop drawings: Submit shop drawings indicating material characteristics, details of construction, connections, and A, Comply with governing codes and regulations. Provide products of acceptable manufacturers which have been in 1.02 Quality Assurance 1.03 Quality assurance relationship with adjacent construction, satisfactoryuse in similar service for three years. Use experienced installers. Deliver, handle, and .store materials in A. Comply with governing codes and regulations. Provide products of acceptable manufacturers which have A. Comply with governing codes and regulations. Provide products of acceptable manufacturers which have been C. Warranty: submit manufacturer's standard a c o n y m rs d rd wart nty, Include labor materials to repair or replace defective accordance with manufacturer's instructions. been in satisfactory use in similar service for three years. Use experienced installers. Deliver, handle, and store in satisfactory use in similar service for three years. Use experienced installers. Deliver, handle; and store materials materials. B. Field -constructed mockups: Each joint type, materials in accordance with manufacturer's instructions. in accordance with manufacturer's instructions. 1. Warranty period: 5 years. Part 2 - Products B. Quality standards: NWWDA I.S. 1A, and AWI architectural quality standards. B. Hardware for fire -rated openings: NFPA 80, and local requirements. D. Operation and maintenance data: submit manufacturer's operation and maintenance data, including operating 2.01 Materials C. Quality standards: NWWDA I.S. 1A, and WIC manual of millwork. C. Materials and application: ANSI a156 series standards._ instructions, list of spare parts and maintenance schedule. A. Urethane elastomeric joint sealants: D. Fire rated wood doors: Meet ASTM E 152 requirements. Part 2 - Products 1.03 Quality assurance 1. Manufacturers: Pecora Corp., Sika Corp., Tremco or approved equal Part 2 - Products 2.01 Materials A, Comply with governing codes and regulations. Provide products of acceptable manufacturers which have been in 2. Type and application: One -part non -sag urethane sealant, ASTM C 920: 2.01 Materials A. Manufacturers: Corbin Russwin Architectural Hardware, Sargent Manufacturing, Schlage Lock Co., Yale Locks satisfactory use in similar service for three years. Use experienced installers. Deliver, handle, and store.materials in a. Application: For joints in vertical and horizontal surfaces. A. Manufacturers: Algoma hardwoods, Eggers industries, Weyerhaeuser Architectural doors, or approved equal, and Hardware. accordance with manufacturer's instructions. b. Exterior and interior use. i B. Interior solid core doors: B. Door hardware: Part 2 - Products B. Silicone elastomeric joint sealants: 1. Thickness: 1-3/4 inches thick. 1. Quality level: Heavy duty commercial 2.01 Materials 1. Manufacturers: Dow Corning, GE Silicones, Tremco, or approved equal. 2. Grade: Premium birch. 2. Locksets and latchsets: Cylindrical type. Schlage D series, Rhodes, US 26d (626) (basis of design). A. Manufacturers: Kawneer Company (basis of design), Tubelite Architectural Products, United States Aluminum, 5 2. Type and application: One -part acid -curing silicone sealant, ASTM C 920, for joints in vertical surfaces: 3. Construction: 7 -ply construction. 3. Lock cylinders: interchangeable. (Figure 8 type) Vistawall Architectural Products, or approved equal. 5 a. Exterior and interior use. 4. Core: Particleboard. 4. Keying: Multiple building keying and key control system per owners requirements. B, Glass: PPG Industries Inc. (no substitutions) 3. Type and application: One -part mildew -resistant silicone sealant, ASTM C 920, for sanitary applications, 5. Face: Closed -grain hardwood. 5. Hinges and butts: C. Exterior aluminum framed entrances and storefront: interior use. 6. Factory pre finished: Clear lacquer. a. Interior butts: Hager BB1279 or 1279 (4 1/2x4 1/2) us 26d (626), full mortised type. 1. Basis of design: Kawneer Trifab 450 aluminum framing system with Kawneer 350 entrances C. Latex joint sealants: C. Fitting and finish: b. Exterior butts: Hager BB1279 (4 1/2x4 1/2) us 32d (630), full mortised type (w/ non removable pins). 2. Aluminum members: ASTM B 221, 6063-T5 alloy and temper 1. Manufacturers: Pecora Corporation, Polymeric Systems, Inc., Sonneborn Building Products, Tremco, or 1. Fitting: Profit c. All doors with closers shall have ball bearing hinges. 3. Door style: Medium stile and rail approved equal. 2. Finish: Factory 6. Closers/door control, and exit devices: Barrier -free: 4. Glass and glazing: Single glazing 2. Type: Silicone emulsion, ASTM C 834, and ASTM C 920. D• Auxiliary materials: a. Door closers: LCN 4040 series, regular or parallel arm, full cover, 689 finish. 5. Glazing type & color: Solar cool gray w/ reflective coating on the (#1) outside face. 3. Application: Interior joints in vertical and overhead surfaces with limited movement. 1. Aluminum louvers. C. Auxiliary materials: 6. Door hanging devices: Offset pivot sets. D. Auxiliary materials: 2. Glazing frames. metal; prime for field finish. 1. Door trim units: kickplates, 12" stainless steel Hager 190s edge trim, viewers, knockers 7. Closers: Surface mounted - LCN 4040. 1. Plastic foam joint fillers. Part 3 - Execution 2. Stops and overhead door holders. 8. Closer operation: Single acting closers. 2. Elastomeric tubing backer rods. 3.01 Installation 3. Weatherstripping and thresholds. Pemko (basis of design) 9. Aluminum finish: Clear anodized. 10. Locks: Keyed cylinder locks. 3. Bond breaker tape: A. Comply with NWMA I.S. 1A and specified quality standard. Prefit doors to frames. Pre machine doors for 4. Knox box for fire emergency keys if required by fire department. D. Auxiliary materials: Part 3 - Execution hardware listed on final schedules. Factory bevel doors. Factory undercut. Part 3 -Execution 1. Push/pulls, door stops, overhead holders, and deadlocks. 3.01 Installation B. Install doors with not more than 1/8" clearance at top and sides, 1/4" at bottom. Comply with NFPA 80 for 3.01 Installation 2• Weatherstripping and thresholds. A. Examine substrate. Report unsatisfactory conditions in writing. Beginning work means acceptance of substrates. rated assemblies. A. Follow guidelines of DHI "recommended locations for builders hardware and hardware manufacturers' Part 3 -ExecutionInstallation B. Provide sealants in colors as selected from manufacturers standards. G. Adjust, clean, and protect. instructions. C c C. Install materials and systems in accordance with manufacturers instructions and approved submittals, Install B. Install materials and systems in accordance with manufacturers instructions and approved submittals. Install A. Take field measurements before fabrication where possible. Do not delay job progress. materials and systems in proper relation with adjacent construction and with uniform appearance, Coordinate with work Overhead Coiling Doors materials and systems in proper relation with adjacent construction and with uniform appearance. Coordinate with B. Install materials and systems in accordance with manufacturers instructions and approved submittals. Install materials other sections. Glean and prime joints, and install bond breakers, backer rods and sealant as recommended by Part 1 - General work of other sections. and systems in proper relation with adjacent construction and with uniform appearance: Coordinate with work of other manufacturers. m 1.01 Summary C. Adjust operation, clean and protect. sections. D. Depth shall equal width up to 1/2" wide: Depth shall equal 1/2 width for joints over 1/2" wide, A. Provide overhead coiling doors C. Anchor securely in place. Install plumb, level and in true alignment. Isolate dissimilar materials to prevent corrosion. E. Cure and protect sealants as directed by manufacturers. Replace or restore damaged sealants. Clean adjacent B. Provide fire -rated coiling interior counter doors 3 02 Hardware Schedule. D. Coordinate with glass and glazing work, install hardware and adjust for smooth, proper operation, surfaces to remove spillage. C. Provide overhead coiling security counter doors Door Number Description E. Clean and protect completed system, repair damage. 1.02 Submittals Steel Doors and Frames A. Product data: Submit manufacturer's product data and installation instructions for each material and product 100 2 Sets Pivots (T&B), 2 Overhead Closers, 1 Cylinder Lock w/ Thumb Latch (Active Leaf), Gypsum Sheathing Part 1 - General used. T&B Flush Bolts (Inactive Leaf), 2 Push Bars & Pull Handles, Full Set Weather Stripping. Part 1 - General 1.01 Summary B. Shop drawings: Submit shop drawings indicating material characteristics, details of construction, connections, 1.01 Summa Summary A. Provide steel doors and frames. and relationship with adjacent construction. P t � 1.03 Quality assurance ., 101 A 1 1/.:. Pair BB Butts, 1 Overhead Closer,Classroom Lockset, Dome Stop, Silencers, A. Provide glass -fiber surfaced gypsum sheathing as substrate if required for aluminum composite panel. 1.02 Submittals A. Product data: Submit manufacturer's product data and installation instructions for each material and product used. A. Comply with governing codes and regulations. Provide products of acceptable manufacturers which have been Electro -Mechanical Door Rele,,^Se. 1.02 Submittals B. Shap drawings: Submit shop drawings indicating material characteristics, details of construction, connections, and in satisfactory use in similar service for three ears. Use experienced installers. Deliver, handle, and store materials in rY Y P , 101 B 1 1/2 Pair BB Butts, 1 Overhead Closer, Passage Latchset, Dome Stop, Silencers. A. Product data: Submit manufacturers product data and installation instructions for each material and product used. relationship with adjacent construction. accordance with manufacturers instructions. 1.03 Quality assurance D 1.03 Qualityassurance9 B. Coiling fire doors shall be constructed in accordance with testing agency and shall bear a 1 1/2 hour rating label. g 9 Y g 103 thru 113, 121, 122 1 1/2 Pair Butts, Office Lockset, Dome Stop, Silencers. A. Comply with governing codes and regulations. Provide products of acceptable manufacturers which have been in D A. Comply with governing codes and regulations. Provide products of acceptable manufacturers which have been in Part 2 - Products satisfactory use in similar service for three years. Use experienced installers. Deliver, handle, and store materials in satisfactory use in similar service for three years. Use experienced installers. Deliver, handle, and store materials in 2.01 Materials 109A, 109C, 114, 116C 1 1/2 Pair SS Butts, Overhead Closer, Panic Exit Device w/Lever Outside, Full Weather accordance with manufacturers instructions. Part 2 - Products accordance with manufacturers instructions. A. Manufacturers: Overhead Door Corp, (basis of design), Atlas Door Corp., Cookson Co., Cornell Iron Works, Stripping. PP g• B. Standards: ANSI/SDI-100, recommended specifications for standard steel doors and frames. or approved equal. B. Overhead coiling doors: 115, 120 1 1/2 Pair Butts, Storeroom Lockset, Dome Stop, Silencers. 2.01 Materials A. Manufacturers: Georgia-Pacific, United States Gypsum, or approved equal. C. Performance standards: 1. Fire rated assemblies: NFPA 80, and acceptable testing agency listing. 1. Type: Standard service door, exterior use. B. Glass -mat water-resistant gypsum backing board: 2. Thermal rated assemblies: ASTM C 236 or ASTM C 976. 2. Door curtain: 24 gauge galvanized steel sheet, 1$uJJ•ND0- ASTM A 653, with ASTM A 653, G90 116A&B, 117, 118 1 1/2 Bair BB Butts, Push Plate & Pull Handle, Overhead Closer, Dome Stop, Silencers. 1. Type: ASTM C 1117 and C79,1/2 inch thick. Part 2 -Products coating. g 2. Basis of design: Dens -glass O gold. 2.01 Materials 3. Slat profile:. Flat -face slats. 119 1 1/2 Pair Butts, Passage Latchset, Domestop, Silencers C. Auxiliary materials: A. Manufacturers: Amweld Building Products, Coco Door Products, Curries Co., Mesker Door, Steelcraft 4. Operation: Chain operated. 124 1 Set Pivots (T&B), 1 Overhead Closer, Panic Exit Device, Full Weather Stripping. 1. Asphalt -saturated organic felt, ASTM D 226, type I, no.15, unperforated air infiltration barrier. 2. Polyethylene sheet air infiltration barrier, T ar or roved equal. PP q Manufacturing, or approved equal B. Steel doors: 5. Mounting: Face of wallYP 6. Steel finish: Polyester powder coating over galvanizing. 3. Fasteners, type S steel drill screws with corrosion -resistant finish. 1. Door type: Standard steel doors with hollow or composite construction. C. Fire -rated and non -rated coiling interior counter doors: Part 3 - Execution 2. Interior doors: ANSI/SDI-100, grade II, heavy-duty, minimum 18 gauge (.0358 inch) 18 gauge A60 galvanealed 1. Type: Interior counter use, fire -rated. 3.01 Installation steel, 1-3/4 inches thick. 2. Door curtain: 22 gauge No. 10 steel slats, conforming to ASTM 526, ASTM A 525 G90 coating. A. Com I Comply with manufacturers instructions and recommendations. 3. Exterior doors: ANSI/SDI-;100, grade III, extra -heavy-duty, minimum 16 gauge (.0598 inch) 18 gauge A60 3. Slat profile: Flat -face slats B. Install gypsum sheathing horizontally. Fit tightly around obstrijetions, but allow for building expansion and structural E galvanealed sheet steel, 1-3/4 inches thick, Push Operation: u 4. O P P 5. Mounting: Face of wall movement. C. Provide felt paper horizontally over sheathing, overlapping edge's at least 3 inches. E 4. Accessories: a. Sight proof stationary louvers, factory finished aluminum, 6. Steel finish: D, Provide air infiltration barrier over sheathing, overlapping edges at least 2 inches and tape seams with sheathing 5. Finish: Factory primed and field painted. a. Polyester powder coating over galvanizing. tape. C. Steel frames: b. Stainless steel E. Seal perimeter of system and at interface with other materials. 1. Interior frames: 7. Door frame: a. Material: A60 galvanealed sheet steel. a. Jambs: 16 gauge stainless steel, #4 finish b. Corners: Mitered or coped. b. Head: 16 gauge stainless steel, #4 finish c, Type: Knockdown. c. Sill: 14 gauge stainless steel, #4 finish d. Thickness: 16 gauge (.0598 inch). 8. Brackets: 11 gauge steel plate with (1) coat of rust inhibative paint, refer to paint specifications 2. Exterior frames: 9. Barrel a. Material: A60 galvanealed sheet steel a. Diameter: 4" minimum b. Corners: Mitered or coped. b. Balance oil tempered torsion springs with maximum deflection of .03" per foot c. Type: Knockdown. c. (1) coat of rust inhibative paint, refer to paint specifications d. Thickness: 16 gauge (.0598 inch). 10. Hood: 3. Accessories: a. 24 gauge stainless steel, #4 finish a. Door silencers. b. formed to fit square brackets F 4. Finish: Factory primed and field painted. 11. Smoke detection release device: (where required) E Part 3 - Execution a. Wired directly into the smoke detector system. 3.01 Installation b. Remote annunciator with warning light and audible alarm. A. Fabricate work to be rigid, neat and free from seams, defects, dents, warp, buckle, and exposed fasteners. Install 12. Locking mechanism: Concealed dead bolt lock in the bottom bar, cylinder lock doors and frames in compliance with SDI -100, NFPA 80, and requirements of authorities having jurisdiction. D. Auxiliary materials: B. Provide thermally improved doors with maximum U -value of 0.24 btu/hr,/sq. ft. degree F (ASTM C 236) for all 1. Helical torsion spring counterbalance exterior doors and elsewhere as noted. 2. Hood for curtain and operating mechanism. C. Provide acoustically improved doors with minimum STC of 33 (ASTM E 90 and ASTM E 413) where indicated. 3. Windlocks, end locks, jamb guides, and weatherstripping. D. Hardware: Prepare doors and frames to receive hardware on final schedule. Provide for 3 silencers on single door 4. Automatic reversing control for bottom bar for electric door operator. frames, 2 on double door frames., Part 3 - Execution E. Shop finish: Clean, treat and prime paint all work with rust -inhibiting primer comparable with finish paint specified 3.01 Installation on drawing A2.01. Provide asphalt emulsion sound deadening & rust proofing coating on concealed frame interiors. A. Install materials and systems in accordance with manufacturers instructions and approved submittals. Install F. Touchup damaged coatings and leave ready to receive finish` painting. materials and systems in proper relation with adjacent construction and with uniform appearance. Coordinate with work of other sections. B. Install assemblies complete with all hardware, anchors, inserts, supports and accessories. Test and adjust operation. C. Install fire -rated doors to comply with NFPA 80. C D. Provide weatherstripping and windlocks for doors installed in exterior walls. G E. Restore damaged finishes and test for proper operation. Clean and protect work from damage. N H 1 2 3 4 5 S 9 10 Vaughn D. Holeman, AIA, Pre6. F®r HOLEMAN WIM ARCHITECTS, INC. y 1414 0001359 IT 15 THE RESPON51BILITY OF THE CONTRACTORS TO REVIEW THE COMPLETE ARCHITECTURAL AND ENGINEERING PACKAGE, COORDINATING AND SUPPLYING ALL MATERIALS AND PRODUCTS . WHICH ARE CONSIDERED PART OF THEIR TRADE. CONTRACTOR5 SHALL NOT 511D FROM PARTIAL SETS. RICHT HOWSE NETW0rRi°C6 5ANFORD Off' ,TlON CENTER SAI"FORD, FLORIDA AA C0013a9 HOLtAAH SUMAn AI_CHITfCTS 2101 S. WAVEW,Y PLACE, SUITE 100 PHONE NEL.BOURNE, FLORIDA 32901 (321)168-7I6SI SFE G IF I CAT I ON5 DATE 01-15-04 DR Plil APPR CK TW PROJ 03023 COPYRIGHT © STATEMENT THESE DCUMENTS AND THEIR OF A(B.02 HOLEMANSUMAN ARCHITECCIS, INC. (HSA) ANDSAREEISSUEDFHEPRGPERFY ONLY FOR THE SPECIFIC PROJECT NOTED ON THESE DOCUMENTS. ANY REVISIONS, REPRODUCTIONS OR MODIFICATIONS OF THESE DOCUMENTS WITHOUT✓ THE EXPRESS WRITTEN CONSENT OF HSA IS PROHIBITED BY LAW. I-1 OF jI WM� Vaughn D. Holeman, AIA, Pre6. F®r HOLEMAN WIM ARCHITECTS, INC. y 1414 0001359 IT 15 THE RESPON51BILITY OF THE CONTRACTORS TO REVIEW THE COMPLETE ARCHITECTURAL AND ENGINEERING PACKAGE, COORDINATING AND SUPPLYING ALL MATERIALS AND PRODUCTS . WHICH ARE CONSIDERED PART OF THEIR TRADE. CONTRACTOR5 SHALL NOT 511D FROM PARTIAL SETS. RICHT HOWSE NETW0rRi°C6 5ANFORD Off' ,TlON CENTER SAI"FORD, FLORIDA AA C0013a9 HOLtAAH SUMAn AI_CHITfCTS 2101 S. WAVEW,Y PLACE, SUITE 100 PHONE NEL.BOURNE, FLORIDA 32901 (321)168-7I6SI SFE G IF I CAT I ON5 DATE 01-15-04 DR Plil APPR CK TW PROJ 03023 COPYRIGHT © STATEMENT THESE DCUMENTS AND THEIR OF A(B.02 HOLEMANSUMAN ARCHITECCIS, INC. (HSA) ANDSAREEISSUEDFHEPRGPERFY ONLY FOR THE SPECIFIC PROJECT NOTED ON THESE DOCUMENTS. ANY REVISIONS, REPRODUCTIONS OR MODIFICATIONS OF THESE DOCUMENTS WITHOUT✓ THE EXPRESS WRITTEN CONSENT OF HSA IS PROHIBITED BY LAW. I-1 OF jI 2 3 5 6 7 8 9 1>a AI ©I EI F1 Ca 1 HI Vaughn D. H®Ieman, AIA, Pres. 4RO01002r2 1=®r 6 V�) NOLEMAN SU� ARC+IT�C, INC. 1414 C001389 IT 15 THE RE6PON51i31LITY OF THE CONTRACTORS TO REVIEW THE COMPLETE ARCHITECTURAL AND ENGINEERING PACKAGE, COORDINATING ANID SUPPLYING ALL MATERIALS AND PRODUCTS WHICH ARE CONSIDERED PART OF THEIR TRADE. CONTRACTORS SHALL NOT E31D FROM PARTIAL SETS. 5RIGHT HOU5E NETWOTRK& 6ANFORD OPE TION CENTER SANFORD, FLORIDA HoLtAAn 5U/AA AL�CHITtCT5 2101 S. wAvERLY PLACE, SUITE loo PPONE t'1F_L.5MFNE, FLORIDA 32WI (321)168-1881 6F CFI CAT (OI & l 2 3 DR f -W APPR 5 9 10 Gypsum) Board Assemblies Tile Wail covering Sheet Carpet Part 1 - General Part 1 - General Part 1 - General Part 1 -General SPECIFIC PROJECT NOTED ON THESE DOCUMENTS. ANY REVISIONS, 1.01 Summary 1.01 Summary 1.01 Submittals 1.01 Submittals A. Provide gypsum board assemblies: A. Interior tile: Floor tile over concrete slab. A. Product data: Submit manufacturer's product data and installation instructions for each material and product A. Product data: Submit manufacturer's product data and installation instructions for each material and product 1. Interior walls, partitions, and ceilings with tape and joint compound finish. B. Interior tile: Wall tile over tile backer board at wet areas. used. used. 2. Exterior ceilings and soffits. 1.02 Submittals B. Samples: Submit two representative samples of each material specified indicating visual characteristics and B. Samples: Submit two representative samples of each material specified indicating visual characteristics and 3. Steel framing systems to receive gypsum board. A. Product data: Submit manufacturer's product data and installation instructions for each material and product used. finish. Include range if variation of finish is anticipated. P P samples 9 finish. Include range samples if variation of finish is anticipated. 4. Insulation and vapor barrier systems in gypsum board assemblies. B. Samples: Submit two representative samples of each material specified indicating visual characteristics and finish. C. Extra stock: Submit extra stock equal to 2 unopened rolls of each type of wall covering used. q P YP 9 C. Extra stock: Submit extra stock equal to 2 % of total used. q 5. Installation of access panels in gypsum board assemblies. Include range samples if variation of finish is anticipated. 1.02 Quality Assurance Y 1.02 Quality assurance 1.02 Submittals 1. Include manufacturer's full range of color and finish options if additional selection is required. A. Comply with governing codes and regulations. Provide products of acceptable manufacturers which have P Y g g 9 P P A. Comply with governing codes and regulations. Provide products of acceptable manufacturers which have A. Product data: Submit manufacturer's product data and installation instructions for each material and product C. Extra stock: Submit extra stock equal to 2 unopened boxes of each type provided. been in satisfactory use in similar service for three years. Use experienced installers. Deliver, handle, and store been in satisfactory use in similar service for three ears. Use experienced installers. Deliver, handle, and store rY Y P used. 1.03 Quality assurance materials in accordance with manufacturers instructions. materials in accordance with manufacturers instructions. 1.03 Quality assurance A. Comply with governing codes and regulations. Provide products of acceptable manufacturers which have been !n P Y g g g P P B. Performance: Fire performance meeting requirements of building code and local authorities. P g q g B. Performance: Fire performance meeting requirements of building code and local authorities. A. Comply with governing codes and regulations. Provide products of acceptable manufacturers which have been in satisfactory use in similar service for three years. Use experienced installers. Deliver, handle; and store materials in Part 2 - Products Part 2 -Products satisfactory use in similar service for three years. Use experienced installers. Deliver, handle, and store materials in accordance with manufacturers instructions. B. Tile: ANSI A 137.1 2.01 Materials 2.01 Materials accordance with manufacturer's instructions. C. Tile setting materials: ANSI A 118 series standard specifications. A. Vinyl Wall Covering: Y g' A. Manufacturers: Cambridge - Turnberry 26 oz. solution dyed (basis of design). Substitutions to be approved by architect and owner. B. Tolerances: Not more than 1/16 inch difference in true lane at hints between adjacent boards before finishing. p J 1 g• D. Tile installation: ANSI 108 series standard specifications and the Council of America, Handbook for Ceramic Tile 1. Manufacturers: Maharam, Vescom, Wolf Gordon 1. Color to be selected by owner. After finishing, joints shall be not be visible. Not more than 1/8 inch in 10 feet deviation from true plane, plumb, level Installation. 2. Stain resistance: Factory applied Polyvinyl Fluoride or Polymer coating. B. Auxiliary materials: and proper relation to adjacent surfaces in finished work. E. Mockups: Provide mockup as required to demonstrate quality of workmanship. 3. Type: FS CCC -W -408A Type II medium duty wall covering 52"-54" roll yP , YP Y g ( )' 1. Edge guards. C. Fire resistance for fire -rated assemblies: ASTM E 119. Part 2 - Products B. Wallpaper: 2. Adhesives, cements and fasteners. D. Mockups: Provide mockup as required to demonstrate quality of workmanship and level of finish. 2.01 Materials 1. Type: ASTM F 793, Category I decorative only. yP 9 rY Y 3. Leveling compound. E. Performance: Fire, structural, and seismic performance meeting requirements of building code and local A. Manufacturers of tile: Trinity Tile (contact Craig Coleman) 2. Stain resistance: Factory applied coating. Part 3 -Execution 13 authorities. B. Manufacturers of setting materials: g Part 3 - Execution 3.01 Installation Part 2 - Products C. Tile accessories: 3.01 Installation A. Comply with recommendations of carpet and rug institute "specifiers handbook". 2.01 Materials " 1. Matching trim units. A. Acclimatize materials; Prime and seal substrates; test substrates for moisture content and prepare surfaces in B. Prepare surfaces and install materials in accordance with manufacturers instructions and approved A. Manufacturers of gypsum board: Domtar Gypsum, Georgia-Pacific Corp., National Gypsum Co., United States 2. Marble thresholds. compliance with manufacturers recommendations, submittals. Clean, patch, and level substrate. Install materials in proper relation with adjacent construction and Gypsum Co., or roved equal. YP PP q D. Setting materials: B. Install in accordance with manufacturers Instructions. Apply adhesive and install with seams plumb and with uniform appearance. Coordinate with work of other sections. - B. Manufacturers of steel framing and furring: Dale Incor, Dietrich Industries, Marino Ware, National Gypsum Co., 1. Latex- ortland cement mortar. P overlapped and double -cut to ensure tight closure except where pattern would not match. Do not place seams within C. Install edge guards and reducer strips as required; clean and protect. Unimast, or approved equal. E. Grout: 6" of corners. C. Manufacturers of grid and suspension systems: Armstrong World Industries, Chicago Metallic, USG Interiors, or 1. Latex-portland cement grout. C. Remove air bubbles p ,blisters wrinkles and other defects; horizontal seams are not ermitted.. Remove excess Fire Extinguishers and Cabinets g approved equal F. Setting accessories: adhesive immediate) clean walls and protect surfaces. Y; D. Gypsum board: 1. Cementitious tile backer board, ANSI A 118.9. 3.02 Wall Covering Schedule Part 1 -General 1. Gypsum wallboard for tape and joint compound finish: ASTM C 36, regular, moisture -resistant, and fire -rated G. Elastomeric sealants: A. Lobby: 1.01 Summary types as required: 1. One -part mildew -resistant silicone sealant for non -traffic areas. -part 1. Manufacturer: Vescom A. Provide fire extinguishers and cabinets per governing codes and regulations a. Typical thickness: 5/8 inch. 2. Multi pourable urethane sealant for traffic areas. Product: Shannon 1.02 Submittals 2. Water-resistant gypsum backing board: ASTM C 630, regular and fire -rated types as required: H. Floor tile must meet A.D.A. recommendations for accessible routes and be manufactured in accordance with ANSI Color: 9400-2 A. Product data: Submit manufacturer's product data and installation instructions for each material and product a. Typical thickness: 5/8 inch. A137.1 standards. Part 3 -Execution B. Men's & Women's Restroom: used. 1.03 Quality assurance 3. Exterior gypsum soffit board: ASTM C 931, regular and fire -rated types as required: 3.01 Installation 1. Manufacturer: Maharam Product: Whirlwind #394001 A. Comply with governing codes and regulations. Provide products of acceptable manufacturers which have a. Typical thickness: 5/8 inch. A. Comply with Tile Council of America and ANSI standard specifications for installation for substrate and installation Calor: 046 "Carrot" been in satisfactory use in similar service for three years. Use experienced installers. Deliver, handle, and store G 4. Joint treatment: ASTM C 475 and ASTM C 840, 3 -coat system, paper or fiberglass tape. required. Comply with manufacturer's instructions and recommendations. materials in accordance with manufacturers instructions. E. Trim accessories: B. Lay tile in Ashlar pattern with alignment grids. Layout to provide uniform joint widths and to minimize cutting; do not 2. Manufacturer: Wolf Gordon +Vescom B. Standards: UL and FM listed products, NFPA 10. a 1. Material: Metal or plastic trim. use less than 1/2 file units. Product: Kaduna Regulations: ADAAG. 2. Types: Cornerbead, edge trim, and control joints. C. Provide sealant joints where recommended by tca and approved by architect. Color 1535-2 Part t 2 - products F. Steel framing for non-bearing walls and partitions: D. Grout and cure, clean and protect. 2.01 Materials 1. Steel studs and runners: ASTM C 645, steel studs with manufacturers standard corrosion -resistant coating: 3.02 Schedule Resilient flooring A. Manufactures: J. L. Industries, Larsen's Manufacturing, Potter -Roemer, or approved equal a. Thickness: 22 gauge (.0276 inch). A. Tile schedule: 16" x 16" solid black slate with 16" x 4" solid black slate wall base, to edge polished. Seal with 2 coats P Part 1 -General B. Fire extinguishers: b. Typical depth: 2-1/2 inch; Storetech Professional Wet Lock laquer. Submit finish samples for approval. 1.01 Submittals 1. Type: Multipurpose dry chemical type. c. Typical depth: 3-5/8 inch: A. Product data: Submit manufacturer's product data and installation instructions for each material and product 2. Rating: Sized for project requirements. d. Typical depth: 6 inch. Painting used. 3. Public area mounting: Cabinet mounted. 2. Furring channels: ASTM C 645 with manufacturers standard corrosion -resistant coating: Part 1 -General B. Samples: Submit two representative samples of each material specified indicating visual characteristics and 4. Service area mounting: Metal brackets. a. Thickness: 20 gauge (.0329 inch) over masonry. 1.01 Summary finish. Include range samples if variation of finish is anticipated. C. Cabinets: b. Thickness: 18 gauge fastened to metal building components. A. Provide the following: C. Extra stock: submit extra stock equal to 2 % of total used. 1. Mounting: Semi -recessed. 3. Auxiliary framing components: Furring brackets, resilient furring channels, z -furring members, and 1. Painting and surface preparation for interior unfinished surfaces as scheduled. 1.02 Quality Assurance 2. Trim: Exposed. non -corrosive fasteners. 2. Painting and surface preparation for exterior unfinished surfaces as scheduled. A. Comply with governing codes and regulations. Provide products of acceptable manufacturers which have 3. Doors: Aluminum, clear anodized finish. G. Auxiliary materials: 1.02 Submittals been in satisfactory use in similar service for three years. Use experienced installers. Deliver, handle, and store Part 3 - Execution D 1. Gypsum board screws, ASTM C 1002. A. Product data: Submit manufacturer's product data and installation instructions for each material and product used. materials in accordance with manufacturers instructions. 3.01 Installation 2. Gypsum board nails, ASTM C 514. B. Samples: Submit two representative samples of each material specified indicating visual characteristics and finish. B. Performance: fire performance meeting requirements of building code and local authorities. A. Install materials and systems in accordance with manufacturers instructions and approved submittals. Install 3. Fasteningadhesive. Include range samples if variation of finish is anticipated. C. Provide materials and adhesives which do not contain asbestos. materials and stems in proper relation with adjacent construction `and with uniform appearance. Coordinate with Y P P J PP 4. Concealed acoustical sealant. 1. Include manufacturer's full range of color and finish options if additional selection is required. Part 2 - Products work of other sections. 5. Mineral fiber thermal insulation. C. Extra stock: Submit (2) unopened gallons of each paint and color used in the project. 2.01 Materials B. Install fire extinguishers in mechanical and service areas with wall -hung brackets at locations and heights 6. Polyethylene vapor retarder, 6 mils. 1.03 Quality assurance A. Vinyl Composition Tile f=looring: indicated and acceptable to authorities having jurisdiction. Part 3 -Execution A. Comply with governing codes and regulations. Provide products of acceptable manufacturers which have been in 1. Manufacturers: Armstrong C. Install fire extinguishers in cabinets in public areas plumb and level at heights acceptable to authorities 9 P P 9 P 3.01 Installation satisfactory use in similar service for three years. Use experienced installers. Deliver, handle, and store materials in 2. Vinyl Composition Tile: ASTM F 1066, Composition 1, Non asbestos Formulated: having jurisdiction. A. Install steel framing in compliance with ASTM C 754. Install with tolerances necessary to produce substrate for accordance with manufacturers instructions. 3. Size: 12 by 12 inches. D. Restore damaged finishes. Clean and protect work from damage. gypsum board assemblies with tolerances specified. Include blocking for items such as railings, grab bars, casework, B. Regulations: Compliance with reqvoc and environmental regulations. C. Mockups: Provide mockup as required to demonstrate quality of workmanship. 4. Thickness: 1/8 inch. toilet accessories and similar items. 1. Provide 4 foot x 4 foot mockups of each type of surface. 5. Color and pattern to be selected by owner from manufacturer's Premium color range. Toilet Accessories B. Install gypsum board for tape and 3 -coat joint compound finish in compliance with ASTM C 840 and GA 216, Part 2 - Products B. Auxiliary materials: Part 1 - General recommended specifications for the application and finishing of gypsum board. Install gypsum board assemblies truo 2.01 Materials 1. Edge strips and terminations. 1.01 Summary plumb, level and in proper relation to adjacent surfaces. A.'Manufacturers: PPG industries, Inc., Benjamin Moore, Sherwin-Williams (basis of design) 2. Feature strips and in!yiid borders. A. Provide toilet accessories C. Provide continuous vapor retarder at exterior walls. Part 3 -Execution 3. Leveling compound. 1.02 Submittals D. Provide fire -rated systems where indicated and where required by authorities having jurisdiction. 3.01 Installation Part 3 - Execution A. Product data: Submit manufacturer's product data and installation instructions for each material and product E. Install boards vertically. Do not allow butt -to -butt joints and joints that do not fall over framing members. A. Inspect surfaces, report unsatisfactory conditions in writing; beginning work means acceptance of substrate. 3.01 Installation used. E F. Provide insulation full height and thickness in partitions at offices, toilet rooms, between different occupancies, B. Comply with manufacturer's instructions and recommendations for preparation, priming and coating work. Coordinate A. Comply with manufacturer's instructions and recommendations. Install in proper relation to adjacent work. 1.03 Quality assurance and where required. with work of other sections. B. Prepare surfaces by cleaning, leveling and priming as required. Test adhesive for bond before general A. Comply with governing codes and regulations. Provide products of acceptable manufacturers which have G. Provide acoustical sealant at both faces at top and bottom runner tracks, wall perimeters, openings, expansion C. At existing areas to be repainted, remove blistered or peeling paint to sound substrates. Remove chalk deposits and installation. Level to 1/8" in 10' tolerance. been in satisfactory use in similar service for three years. Use experienced installers. Deliver, handle, and store and control joints. mildew and wash all surfaces with mild detergent. Perform related minor preparation including caulk and glazing C. Tile flooring: install tile with tight joints and with one-way pattern. Tile grain is to run same direction. Layout to materials in accordance with manufacturers instructions. H. Install trim in strict compliance with manufacturers instructions and recommendations. compounds. Spot prime bare areas before priming and painting as specified. prevent less than 1/2 tile units. Part 2 - Products I. Repair surface defects. Leave ready for finish painting or wall treatment. D. Match approved mockups for color, texture, and pattern. Re -coat or remove and replace work which does not match D. Clean, polish, and protect. 2.01 Materials or shows loss of adhesion. Clean up, touch up and protect work. A. Manufacturers: Bobrick Washroom Equipment (basis of design), A&J Washroom Accessories, Bradley Acoustical Panel Ceilings 3.02 Paint schedule Resilient Base and Accessories Cor Gamco, McKinney/Parker, /Parker, ora roved equal. P�� y PP q Part 1 -General A. Gypsum wall board (typical): Part 1 -General B. Toilet accessories: Refer to toilet accessory schedule 1. Eggshell finish: 99 Part 3 -Execution 1.01 Summary a. 1 st coat: Pittsburgh 6-4 Speedhide high build primer 1.01 Submittals 3.01 Installation A. Provide acoustical panel ceilings (4.0 mils wet min., 1.0 mils dry per coat min.) A. Product data: Submit manufacturer's product data and installation instructions for each material and product A. Install materials and systems in accordance with manufacturers instructions and approved submittals. Install 1.02 Submittals b. 2nd coat: Pittsburgh 6-411 Speedhide Eggshell used. materials and systems in proper relation with adjacent construction and with uniform appearance. Coordinate with A. Product data: Submit manufacturer's product data and installation instructions for each material and product c. 3rd coat: Pittsburgh 6-411 Speedhide Eggshell B. Samples: Submit two representative samples of each material specified indicating visual characteristics and work of other sections. used. (3.2 mils wet min., 1.2 mils dry per coat min.) finish. Include range samples if variation of finish is anticipated. B. Restore damaged finishes and test for proper operation. Clean and protect work from damage. B. Samples: Submit two representative samples of each material specified indicating visual characteristics and B. Gypsum wall board (Toilet rooms): C. Submit extra stock equal to 2 % of total used. finish. Include range samples if variation of finish is anticipated. 1. Semi -gloss finish: 1.02 Quality assurance E C. Extra stock: Submit extra stock equal to 2 % of amount installed. a. 1 st coat: Pittsburgh 6-4 Speedhide high build primer A. Comply with governing codes and regulations. Provide products of acceptable manufacturers which have been 1.03 Quality assurance (4.0 mils wet min., 1.0 mils dry per coat min.) in satisfactory use in similar service for three years. Use experienced installers. Deliver, handle, and store materials A. Comply with governing codes and regulations. Provide products of acceptable manufacturers which have been in b. 2nd coat: Pittsburgh 6-510 Speedhide semi -gloss in accordance with manufacturers instructions. satisfactoryuse in similar service for three ears. Use experienced installers. Deliver, handle; and store materials in Y P c. 3rd coat: Pittsburgh 6-510 Speedhide semi -gloss B. Performance: Fire performance meeting requirements of building code and local authorities. accordance with manufacturer's instructions. (3.2 mils wet min., 0.8 mils dry per coat min.) Part 2 - Products B. Performance: fire,` structural, and seismic performance meeting requirements of building code and local C. Gypsum wall board (ceiling and soffits): 2.01 Materials authorities. Acoustical performance based on project requirements. 1. Flat finish: A. Manufacturers: Johnsonite, Afco Rubber Corp., Roppe, VPI Floor Products, or approved equal. Part 2 - Products a. 1st coat: Pittsburgh 6-4 Speedhide primer B. Resilient wall base: 2.01 Materials (4.0 mils wet min., 1.0 mils dry per coat min.) 1. Vinyl wall base: FS SS -W40, type IL A. Manufacturers: USG Eclipse ClimaPlus No substitutions p ( ) b. 2nd coat: Pittsburgh 6-70 Speedhide flat c. 3rd coat: Pittsburgh 6-70 Speedhide flat 2. Thickness: 0.125 inches thick. B. Ceramic & mineral base panels, nodular, cast or moldedtYP e: mils wet min., 1.0 mils dry per coat min.) 3. Height: 4 inches. 1. Size: 24 x 24 inches by 3/4 inch minimum. D. Galvanize ze d metal (ceiling -fogging): 4. Color: To be selected b owner Y 2. Edge detail: Square edge. 1. Flat finish: C. Installation accessories: 3. Finish: Painted finish, a. 1 st coat: Pittsburgh 90-712 Pitt -tech acrylic primer 1. Adhesives: Water-resistant type. C. Direct -hung suspension systems, non -fire -resistance rated. Basis of design: USG, Centricitee, white (5.1 mils wet min., 2.0 mils dry min.) Part 3 - Execution 1. Type: Wide -face, capped double -web steel, ASTM C 635. b. 2nd coat: Pittsburgh Speedhide 6-150 alkyd dry fogg flat 3.01 Installation 2. Classification: Intermediate duty. c. 3rd coat: Pittsburgh Speedhide 6-150 alkyd dry fogg flat A. Comply with manufacturer's instructions and recommendations. Install in proper relation to adjacent work. Cx 3. Suspensionsystem accessories: Attachment devices and hangers, ASTM C 635. (3.0 mils wet min., 1.4 mils dry per coat min.) B. Install base and accessories to minimize joints. Install base with joints as far from comers as practical. .4. Cap material: Painted steel finish. E. Metal (interior - hollow metal door & frames, structural frame): C. Clean, polish, and protect. D. Auxiliary materials: 1. Semi -gloss finish: 1. Edge molding and trim. a. 1st coat: Pittsburgh 94-258 alkyd fast dry universal primer 2. Concealed acoustical sealant. (2.5 mils wet min., 1.5 mils dry min.) Part 3 - Execution b. 2nd coat: Pittsburgh 6-510 Speedhide semi -gloss 3.01 Installation c. 3rd coat: Pittsburgh 6-510 Speedhide semi -gloss A. Install materials and suspension systems in accordance with manufacturer's instructions and recommendations, (3.2 mils wet min., 0.8 mils dry per coat min.) and ASTM C 636. Coordinate installation with location of mechanical and electrical work to ensure proper locations and F. Metal (exterior - hollow metal door & frames) anchorage. 1. Paint interior and exterior face of door & frame: semi -gloss finish: B. Level ceiling to within 1/8" in 10' in both directions. Scribe and cut panels to fit accurately. Measure and layout to a. 1st coat: Pittsburgh 7-374 interior/exterior acrylic semi -gloss metal finish avoid less than half panel units. b. 2nd coat: Pittsburgh 7-374 interior/exterior acrylic semi -glass metal finish C. Adjust, clean, and touchup all system components. (4.4 mils wet min., 1.5 mils dry per coat min.) G. Concrete Masonry (interior) 1. Semi -gloss finish a. 1st coat: Pittsburgh 6-12 Speedhide masonry filler (16.0 mils wet min., 8.5 mils dry min.) H b. 2nd coat: Pittsburgh 6-510 Speedhide semi -gloss c. 3rd coat: Pittsburgh 6-510 Speedhide semi -gloss (3.2 mils wet min., 0.8 mils dry per coat min.) 3.03 Colors A. As determined by client. 2 3 5 6 7 8 9 1>a AI ©I EI F1 Ca 1 HI Vaughn D. H®Ieman, AIA, Pres. 4RO01002r2 1=®r 6 V�) NOLEMAN SU� ARC+IT�C, INC. 1414 C001389 IT 15 THE RE6PON51i31LITY OF THE CONTRACTORS TO REVIEW THE COMPLETE ARCHITECTURAL AND ENGINEERING PACKAGE, COORDINATING ANID SUPPLYING ALL MATERIALS AND PRODUCTS WHICH ARE CONSIDERED PART OF THEIR TRADE. CONTRACTORS SHALL NOT E31D FROM PARTIAL SETS. 5RIGHT HOU5E NETWOTRK& 6ANFORD OPE TION CENTER SANFORD, FLORIDA HoLtAAn 5U/AA AL�CHITtCT5 2101 S. wAvERLY PLACE, SUITE loo PPONE t'1F_L.5MFNE, FLORIDA 32WI (321)168-1881 6F CFI CAT (OI & DATE 01-15-04 DR f -W APPR CK TW PROJ 03023 COPYRIGHT © STATEMENT "THESE DOCUMENTS AND THEIR CONTENTS ARE THE PROPERTY OF HOLEMAN SUMAN ARCHITECTS. INC. (HSA) AND ARE ISSUED ONLY FOR THE 149.03 SPECIFIC PROJECT NOTED ON THESE DOCUMENTS. ANY REVISIONS, REPRODUCTIONS OR MODIFICATIONS OF THESE DOCUMENTS WITHOUT THE EXPRESS WRITTEN CONSENT OF HSA IS PROHIBITED BY LAW. la OF I APPLICABLE CODES AND STANDARD ALL STRUCTURAL DESIGN AND CONSTRUCTION SHALL CONFORM WITH THE FOLLOWING CODES AND STANDARDS. A. FLORIDA BUILDING CODE 2001 CO. AND ASCE 7_q8 B. AISC, "LRFD SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS, Iggq ED. C. ACI 318--qq, "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE." D. ACI 530-qq, "BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES" E. A151 "SPECIFICATION FOR THE DESIGN OF COLD- FORMED STEEL STRUCTURAL MEMBERS." 1gg6 CO. F. AWC "STRUCTURAL WELDING CODES." G. SDE "DESIGN MANUAL FOR FLOOR DECKS AND ROOF PECKS". H. ACI 301 "SPECIFICATIONS FOR STRUCTURAL CONCRETE". A COPY OF THIS DOCUMENT SHALL Be KEPT AT THE JOB SITE, I. ACI 315 "MANUAL OF STANDARP PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURE." J. ACI 304 "PLACING CONCRETE BY PUMPING METHODS." K. NCMA - "NATIONAL CONCRETE MASONRY ASSOCIATION." PESIGN LOADS I. LIVE LOADS ROOF: 20 PSF MEZZANINE: 125 PSF 2.1 WIND LOADS (FBC 2001) a. MWFR5 • DESIGN WIND VELOCITY, V = 140 M.P.H. • EXPOSURE "B" • IMPORTANCE FACTOR, I = 1.00 • BUILDING HAS BEEN DESIGNED AS AN "ENCLOSED" STUCTURE. APPROVED IMPACT RE5151TANT WINDOWS AND DOORS SHALL BE REQUIRED. CONTRACTOR SHALL SUBMIT MANUFACTURER, MODEL NUMBER, INSTALLATION INSTRUCTIONS, AND COPY OF IMPACT TEST DATA FOR PROPOSED OPENINGS PRIOR TO APPLYING FOR BUILDING PERMIT • INTERNAL PRESSURE COEFFICIENT GCPi = +/- 0.18 b. COMPONENTS ANP CLADDING • SEE SCHEDULE ON THIS SHEET. GENERAL STRUCTURAL NOTES I. THESE NOTES SHALL APPLY EXCEPT WHERE OTHERWISE INDICATED BY DRAWINGS. 2. WHERE A PETAL IS SHOWN FOR ONE CONDITION, IT SHALL APPLY FOR ALL LIKE OR SIMILAR CONDITIONS EVEN THOUGH NOT SPECIFICALLY MARKED ON THE-- DRAWINGS. HEDRAWINGS. 3, GENERAL CONTRACTOR MUST VERIFY ALL DIMENSIONS AND CONDITIONS, CONFIRM THEM WITH ARCHITECTURAL DRAWINGS, AND REPORT ANY DISCREPANCIES TO STRUC- TURAL ENGINEER PRIOR TO PROCEEDING WITH THE WORK. 4. SEE ARCHITECTURAL, MECHANICAL, PLUMBING AND ELEC- TRICAL DRAWINGS FOR SIZE AND LOCATION OF OPENINGS IN THE STRUCTURE NOT SHOWN ON THE STRUCTURAL PLANS. CHECK FOR DRIPS, CHAMFERS, REGULATES, RUSTICATIONS, DEPRESSIONS, SLOTS, SLEEVES, ANCHORS AND INSERTS. APPROVAL MUST BE OBTAINED FROM THE ENGINEER PRIOR TO FABRICATION OF STEEL AND PLACEMENT OF CONCRETE FOR ANY OPENINGS NOT SHOWN ON THE STRUCTURAL DRAWINGS. 5. ADEQUATE VERTICAL AND HORIZONTAL SHORING SHALL BE PROVIDED TO SAFELY SUPPORT ALL CONSTRUCTION LOADS DURING THE CONSTRUCTION PERIOD. SUBMIT SHORING & RESHORING PLAN TO ENG. FOR APPROVAL. 6. GENERAL CONTRACTOR SHALL PROTECT EXISTING FACIL- ITIES AND STRUCTURES, AND UTILITY LINES FROM ALL DAMAGE. 7. CONTRACTOR SHALL NOTIFY ENGINEER 24 HOURS PRIOR TO INSPECTION. FAILURE TO NOTIFY ENGINEER MAY RESULT IN CONTRACTOR HAVING TO REMOVE WORK FOR THE PURPOSE OF REVIEW AT CONTRACTORS EXPENSE. PREMATURE NOTIFICATION WILL RESULT. IN ADDITIONAL VISIT WITH ALL THE EXPENSES AND FEES PAID BY THE CONTRACTOR. 8. REGISTEREP STRUCTURAL ENG. IN STATE OF FLORIDA SHALL CERTIFY THAT THE FABRICATION OF ALL PREFABRICATED MEMBERS (STEEL JOISTS) MEETS ALL DESIGN DOCUMENTS & APPROVED SHOP DWG'S. q. ALL REQUIRED TESTING REPORTS SHALL BE AVAILABLE AT THE JOB SITE. COPIES SHALL BE SENT TO ARCHITECT, ENGINEER & OWNER. SHOP PRAWNGS L THE CONTRACTOR SHALL . SUBMIT SHOP DRAWINGS FOR THE REVIEW OF THE ARCHITECT AND ENGINEER. SHOP PWG5 SHALL BE SUBMITTED FOR VARIOUS TRADES, INCLUDING BUT NOT LIMITEP TO: FABRICATED STRUCTURAL STEEL, REINFORCING STEEL FOR CONCRETE AND MASONRY, METAL PECK, SHEAR STUDS, NELSON STUDS AND ANCHORS, PRECAST CONCRETE COMPONENTS, CONCRETE FORMWORK (WHERE APPLICABLE), STEEL JOISTS AND JOIST GIRDERS, PREFABRICATED WOOD AND LITE GAGE METAL TRUSSES, GLUE-LAMINATEP WOOD FRAMING. 2. SHOP PRAWINGS TO BE SUBMITTED SHALL PROVIDE COMPLETE- INFORMATION OMPLETEINFORMATION FOR THE PRODUCTS OR COMPONENTS TO Be SUPPLIED, SUBMITTAL INFORMATION SHALL INCLUDE, BUT NOT BE LIMITED TO: MEMBER SIZES AND DIMENSIONS, GRADES OF MATERIAL FURNISHED, MATERIAL PREPARATION REQUIRED, MATERIAL FINISH AND MATERIAL COATINGS TO BE FURNISHED, INFORMATION REGARPING CUTS, COPES AND HOLES REQUIRED FOR OTHER TRAPES, END CONNECTIONS, CAMBER AND OTHER DEVIATION FROM LINE, SPECIAL ERECTION AND/OR 3. STRUCTURAL STEEL SHOP OWLS. SHALL BEAR SIGNATURE, DATE AND SEAL OF REGISTERED ENGINEER OF THE STATE OF FLORIDA. THE CONTRACTOR SHALL NOT COPY OR REPROPUCE THE STRUCTURAL DRAWINGS, OR PORTIONS THEREOF, INTO SHOP DRAWINGS OR ERECTION DRAWINGS TO BE SUBMITTED FOR THIS PROJECT. F011ARATION NOTES I. FOUNDATIONS HAVE BEEN DESIGNED TO BEAR ON UNDISTURBED SOILM OR BE PROPERLY COMPACTEP FILL HAVING AN ALLOWABLE BEARING PRESSURE OF 2000 PSF. FOUNDATIONS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CRITERIA ESTABLISHED BY UNIVERSAL ENG, SERVICES IN THIER GEOTECHNICAL REPORT #52763, DATED 1-21-01 THE CONTRACTOR SHALL OBTAIN A COPY OF SAID REPORT AND FOLLOW ALL SITE PREPARATION RECOMMENDATIONS, A CERTIFIED TESTING LABORATORY SHALL ANALYZE AND VERIFY THAT THE PREPARATION IS SATISFACTORY TO OBTAIN THE REQUIRED BEARING VALUE WITH MINIMAL DIFFERENTIAL SETTLEMENT, CERTIFICATION SHALL BE PREPARED BY A REGISTERED PROFESSIONAL ENGINEER LICENSED IN THE STATE OF FLORIDA. 2. THE CONTRACTOR SHALL OBSERVE WATER CONDITIONS AT THE SITE AND TAKE THr NECESSARY PRECAUTIONS TO INSURE THAT THE FOUNPATION EXCAVATIONS REMAIN DRY DURING CONSTRUCTION, PROVIDE FOR DEWATERING AS NECESSARY. 3. ALL CONTINUOUS AND SPREAD FOUNDATIONS SHALL BE CONSTRUCTED BELOW ANY SANITARY AND WATER LINES. 4. ALL FOOTINGS SHALL Be CENTERED UNDER WALLS, PIERS, OR COLUMNS ABOVE, UNLESS OTHERWISE INDICATED ON DRAWINGS. e. CONCRETE CYLINDER & SLUMP TEST I. AT LEAST ONE SET OF CYLINDERS SHALL BE PROVIPEP FOR STRENGTH AND A SLUMP TEST PER POUR, OR MAX. 50 CU. YARDS OF CONCRETE WHICHEVER IS LESS. 2. CONCRETE COMPRESSIVE TESTS SHALL CONFORM TO ASTM C3q, 3. PROVIDE THE FOLLOWING TESTS FOR EACH POUR TO THE ENGINEER. A. ONE (1) SET OF FIVE CYLINDERS. AT I. ONE FOR A 7 -DAY TEST, 2. ONE FOR A 14 -DAY TEST. 3. TWO FOR 28 --DAY TEST. 4, ONE SPARE. B. ONE SLUMP TEST. 4. AT LEAST TWO SETS OF TESTS ARE REQUIRED FOR COLUMN POURS. CONCRETE SLAB ON FILL I. ALL SLABS ON FILL SHALL BE PLACED ON CLEAN, ' NON- ORGANIC FILL. 2. FILL SHALL BE THOROUGHLY MOISTENED IMMEPIATELY BE- FORE PLACING CONCRETE ® ALL EXTERIOR WALKS. 3. COLUMNS, BEAMS, WALLS OR ANY OTHER STRUCTURAL MEMBER PENETRATING SLABS ON FILL SHALL BE ISOLATED BY PRE - MOLDED JOINT FILLER (1/2 THICK) COMPLYING WITH ASTM 0175, ASPHALT IMPREGNATED, FIBROUS MATERIAL. 4. JOINTSSAW CUTS) SHALL BE CONSTRUCTED TO THE DIM. AND AT THE SPACING SHOWN ON THE PLANS. JOINTS MAY BE FORMEP IN THE PLASTIC CONCRETE OR SAWED AFTER THE CONCRETE HAS HARPENEP. 5. SAWING OF JOINTS SHALL BEGIN AS SOON AS THE CONCRETE HAS HAPPENED SUFFICIENTLY TO PERMIT SAWING WITHOUT EXCESSIVE REVELING AND BEFORE UNCONTROLLED CRACKING OCCURS. IF NECESSARY, THE SAWING OPERATIONS SHALL BE CARRIED ON BOTH DAY AND NIGHT, REGARDLESS OF WEATHER CONDITIONS (I;2" ZIP STRIP BY BURKE CO. OR EQUAL IS AN APPROVED SUBSTITUTE TO SAWCUTS). 6. VAPOR BARRIER SHALL BE CONTINUOUS ANP FREE OF HOLES AT TIME.OF CONCRETE PLACEMENT. JOINTS SHALL Be LAPPED 8" ANP CONTINUOUSLY SEALED WITH DUCT TAPE. ANY DAMAGE TO VAPOR BARRIER SHALL BE REPAIRED PRIOR TO CONCRETE PLACEMENT CONCRETE MASONRY SPECIFICATION I. CONCRETE MASONRY UNITS SHALL COMPLY WITH THE REQUIREMENTS OF ASTM CqO AND C145 FOR ,''HOLLOW AND SOLID LOAD BEARING UNITS" AND SHALL HAVE COMPRESSIVE STRENGTH OF 2500 PSI. MINIMUM 28 DAY COMPRESSIVE STRENGTH OF MASONRY, TO BE VERIFIED BY PRISM TEST AS PER ACI 530.1 SHALL BE f'm = 1500 PSI. 2. MORTAR SHALL COFORM TO ASTM 270, TYPE M OR S. ALL POTLANO CEMENT SHALL CONFORM TO ASTM C150, TYPE 1. ALL LIME SHALL CONFORM TO ASTM C207. ALL MASONRY CEMENT SHALL CONFORM TO ASTM Cq I 3. ALL GROUT SHALL CONFORM TO ASTM C476. MINIMUM COMPRESSIVE STRENGTH OF GROUT, (f'c) SHALL BE 3000 PSI. SLUMP SHALL BE 8" TO 10" MAX AGREGATe SIZE 318" (GRADED TO CONFORM WITH A5TM C476) 4. PROVIDE CLEANOUT HOLES AT BOTTOM OF WALLS ANOABOVE EACH POUR FOR INSPECTION AND CLEANING DUST, DIRT, MORTAR DROPPINGS, LOOSE PIECES OF MASONRY AND OTHER FOREIGN MATERIALS FROM GROUT SPACES. CLEAN REINFORCEMENT AND ADJUST TO PROPER POSITION. AFTER FINAL CLEANING AND INSPECTION, CLOSE CLEAN-OUT HOLES ANP BRACE DOUBLE TO RESIST GROUT PRESSURE. 5. UNLESS NOTED, LAY MASONRY IN A RUNNING BOND. 6. JOINT REINFORCING - LADDER TYPE, q GAGE SPACED VERTICALLY AT 8" BELOW SLAB AND AT 16" UNLESS NOTED OTHERWISE AND CONFORM TO ASTM A82. 7. ALL CELLS CONTAINING REINFORCING SHALL BE GROUTED. VERTICAL REINFORCING IN CONCRETE MASONRY SHALL EXTEND INTO THE BOND BEAM AT THE TOP OF WALL, PROVIDE MIN. 4" x 4" OPENING AT U BLOCK FOR VERTICAL BAR. 8. PROVIDE REINFORCING IN CONCRETE MASONRY GROUTED CELLS AT EACH SIDE OF OPENING, EQUAL TO THE REINFORCING PISPLACEP, MINIMUM REINFORCING 1-#5 AT EACH SIDE UNLESS REINFORCED CONCRETE JAMB IS CALLED OUT. MIN. 3#5 ® EA. CORNER. SEE TYPICAL PC -TAILS. q. PROVIDE JOINT REINFORCING 2 ROWS AT 8" AT TOP AND BOTTOM OF OPENINGS, (EXTEND 24" EACH SIDE) ANP 2 ROWS AT 8" AT BOND BEAMS. 10. CONCRETE MASONRY UNITS SHALL BE CUT BELOW BOND BEAMS AS REQUIRED IN ORDER TO GET CONTINUOUS BOND BEAM AT THE PROPER ELEVATION. 11. BOND BEAMS AND REINFORCING SHALL BE DISCONTINUOUS AT CONTROL JOINTS. MAXIMUM CONTROL JOINT SPACING SHALL BE 24' U.N.O. CONTROL JOINT SPACING OF CONCRETE MASONRY WALLS SUPPORTED DIRECTLY ON SLAB -ON -GRADE SHALL MATCH THE SLAB FLOOR JOINTS SPACING UNLESS THE SLAB -ON -GRADE IS THICKENED UNDER THE CMU WALLS. IN NO CASE SHALL THE LENGTH OF JOINT SPACING/HEIGHT OF WALL RATIO EXCEED 3:1. PLASTIC DIPPEP AFTER FABRICATION. ACCESSORIES FOR REINFORCING SHALL BE IN ACCORDANCE WITH ACI 315, CURRENT EDITION. WELDS I. ALL STRUCTURAL STEEL WELDING SHALL CONFORM TO AMERICAN WELDING SOCIETY STANDARD 01.1, LATEST EDITION. 2. REINFORCING STEEL WELDING SHALL CONFORM TO AWS 01.4. REINFORCING SHALL CONFORM TO ASTM A-706, 3.. ALL STRUCTURAL STEEL ANP REINFORCING STEEL WELDING ELECTRODES SHALL CONFORM TO AWS A5.1 or A5.5 E-70XX. 4. FIELD WELDING SHALL BE SHOWN ON ERECTION DRAWINGS. 5. ALL FIELD FULL PENETRATION WELDS SHALL BE INSPECTED AND TESTED BY A TESTING AGENCY. 6. ALL EXPOSED WELDED CONNECTIONS SHALL BE GROUND SMOOTH AND SUBJECT TO ARCHITECT APPROVAL. THE CONTRACTOR SHALL SUBMIT WRITTEN PROCEDURE AND DETAILS TO THE ARCHITECT FOR REVIEW PRIOR TO COMMENCING THE WORK. 7. PAINT ALL WELDS WITH RUST INHIBITIVE PAINT. STEEL DECK I. -ROOF STEEL DECK SHALL BE GALVANIZEP STEEL OF SIZE AND TYPE AS SHOWN ON THE DWG'S. 2. PECK SHALL BE PLACED IN CONFORMANCE WITH MANU- FACTURER'S RECOMMENPATIONS ANP SHALL BE CONTINUOUS OVER MIN. OF 3 SPANS 3. MECHANICALLY FASTEN SIDE LAPS OF ADJACENT DECK UNITS BETWEEN SUPPORTS AT INTERVALS NOT EXCEEDING 24" O.C., USING SELF -TAPPING NO, 12 OR LARGER MACHINE SCREWS (MIN. 2 SCREWS PER SPAN) SEE DECK ATTACHMENT DIAGRAM ON ROOF FRAMING PLAN 4. SUBMIT DETAILED PRAWINGS SHOWING LAYOUT AND TYPES OF DECK PANELS, ANCHORAGE DETAILS, AND CONDITIONS RE- QUIRING CLOSURE PANELS, SUPPLEMENTARY FRAMING, SUMP PANS, CANT STRIPS, CUT OPENINGS, SPECIAL JOINTING OR OTHER ACCESSORIES. SHOW FASTENING DETAILS. FASTENING SHALL BE CAPABLE OF CARRYING REQUIRED . W.L. (SEE PE51GN LOADS) W/ APPROPRIATE SHAPE FACTOR. 5. CONFORM TO STEEL DECK INSTITUTE DESIGN MANUAL, LATEST EDITION 'AND APPROVED BY FACTORY MUTUAL (PUBLICATION 1-28 DATED SEPTEMBER, IggI). 6. STEEL ROOF PECK CONNECTORS SHALL CONFORM TO FACTORY MUTUAL PUBLICATION 1-28, CLASS I -q0 WINDSTORM RESISTANCE. STEEL ROOF PECK SHALL BE ATTACHED AS PER THE DECK ATTACHMENT DIAGRAM AS SHOWN ON THE ROOF FRAMING PLAN 7. MINIMUM ENP PISTANCE TO CONNECTOR SHALL BE 10. MINIMUM END LAP SHALL BE 2". 8. DECK SHALL BE PLACED AT THE PERIMETER WITH A COMPLETE RIB BEARING ON THE STEEL SUPPORT. q. NO SUPPORT OF CONCENTRATED LOADS IS ALLOWED WITHOUT THE APPROVAL OF THE ENGINEER. 10. THE CONNECTIONS FOR ANY PORTION OF THE STRUCTURE NOT INDICATEP ON THE DRAWINGS SHALL BE DE5IGNEP BY THE FABRICATOR. STANDARD CONNECTIONS 5FIALL BE USED WHERE POSSIBLE. ALL SHOP CONNECTIONS SHALL Be WELDED OR HIGH STRENGTH BOLTED. FIELD CONNECTIONS SHALL BE HIGH STRENGTH BOLTED WHERE POSSIBLE. UNLESS NOTED, USE 3/4" DIAMETER A5TM A-325 N BOLTS. 11, STEEL MEMBERS SUPPORTING STEEL DECK AT THE PERIMETER OF THE BUILDING SHALL BE CONTINUOUS. CUT THE MEMBERS AT EXPANSION JOINTS OF WALLS. 12. S RUCTURAL STEEL SHALL RECEIVE ONE SHOP COAT OF RUST INHIBITIVE rklINER UNLESS SPECIFIED OTHERWISE. NOTES: I. ALL EXTERIOR DOORS AND WINDOWS ARE REQUIRED TO BE TESTED IN ACCORDANCE WITH ANSI/AMMA/NWMA 101/132 STANDARD AND BEAR AN ANNA OR WDMA LABEL IDENTIFYING THE MANUFACTURER, PERFORMANCE CHARACTERISTICS, AND APPROVEP PRODUCT TESTING ENTITY. (F -13C 1707.4.2.1) 2. ALL MULLIONS AND ADJACENT DOOR ASSEMBLIES ARE REQUIRED TO BE TESTED OR ENGINEERED TO TRANSFER 1.5 TIMES THE DESIGN LOADS TO THE ROUGH OPENINGS. (PBC 1707.4.5.1 - 1707.4.5.4) 3. ALL EXTERIOR DOORS AND WINDOWS SHAL BE ANCHORED PER PUBLISHED MANUFACTURERS RECOMMENDATIONS TO ACHIEVE THE DESIGN PRESSURES (FBC 1707.4.4.1) COMPONENT AND CLADDING DESIGN WIND PRESSURES REINFORCED CONCRETE SPECIFICATIONS AREA (S.F.) ZONE I. ALL REINFORCED CONCRETE WORK SHALL AT A MINIMUM COMPRESSIVE 10 STRUCTURAL STEEL 40.0 STRENGTH (f'c) IN 28 DAYS AS FOLLOWS: I. MATERIAL SHALL CONFORM TO THE FOLLOWING EXCEPT 4 38.3 5 WHERE OTHERWISE INDICATED BY DRAWINGS. 50 A. FOOTINGS, SLAB ON GRAPE 36.3 5 41.7 f'c = 3000 psi, (MIN 423 LBS CEMENT/CY) 4 GRAPE OF STEEL 5 35.3 200 WIDE FLANGE SHAPES ASTM A992 GRADE 50 32.8 0.58 MAX. WATER/CEMENT RATIO 35.2 500 4 B. COLUMNS, BEAMS, TILT WALLS, ELEVATED CONCRETE 5 MISC. PLATES AND ANGLES A36 f'c = 4000 psi, (MIN 423 LBS CEMENT/CY) 1 HSS SECTIONS ASTM A500, GRADE B 2 0.50 MAX. WATER/CEMENT RATIO 2* GALVANIZED STRUCTURAL STEEL 3 67.7 3* SHAPES ANP RODS ASTM A123 2. AIR ENTRAINMENT 4,0% (+/- 1.0) 43.8 BOLTS, FASTENERS ASTM A153 3. SLUMP (AT POINT OF PLAc.MENT) 4" (+/- 1") 5q.q 3 61.6 3* 2. UNLESS OTHERWISE NOTED, BOLTS SHALL BE ASTM A325 HIGH 4. ALL CONCRETE SHALL BE NORMAL WEIGHT CONCRETE (145+) WITH 2 STRENGTH, BEARING TYPE, WITH THREADS INCLUPEP IN 2* ALL CEMENT CONFORMING X3'0 ASTM C150, TYPE L mAX. AGGREGATE 3 SHEAR PLANES. TIGHTEN BY THE TURN -OF -THE NUT 3* SIZE SHALL BE 3/4" CON' ORMING TO ASTM C33. 100 METHOD (SNUG -TIGHT PLUS 1/2 TURN), UNLESS OTHER- 43.8 2 47.2 WISE NOTED BY PRAWINGS. 5. ALL CONDUITS, 5I.EFVE5, A11D PIPES EMBEDDED IN CONRETE SHALL 47.2 3* 60.q CONFORM TO SECTION 6.3. -.OF ACI 318-qq AND THE FOLLOWING: 3. WELDING ELECTRODES SHALL BE E70XX. RETURN FILLET 2 SLEEVE ALL PIPES THROUGH SLABS INDIVIDUALLY, UNLESS APPROVED 2* WELDS FOR FRAMED CONNECTIONS 1/2: AT EACH ENP, 3 BY ENGINEER, 3* UNLESS OTHERWISE NOTED BY DRAWINGS. 6. REINFORCING SHALL CON�OP..M TO THE FOLLOWING: 4. MINIMUM CONNECTION REQUIREMENTS 50.6 CONFORM TO SECTION 6.3 OF ACI 318-q9 AND THE FOLLOWING: 57.5 ALL NON COMPOSITE BEAM TO COLUMN AND/OR BEAM END CONNECTIONS 47.2 A. DEFORMED BARS ASTM A615, GRADE 60 60.q SHALL BE DESIGNED FOR THE SUMMATION OF THE FOLLOWING LOAPS: A. WELDED WIRE FABRIC ASTM A155 A. FOR ONE HALF THE UNIFORM LOAD CAPACITY OF THE MEMBER N ACCORDANCE WITH THE A15C SPECIFICATION, BUT NOT LESS 7. MINIMUM CLEAR COVER FCF CAST IN PLACE CONCRETE REINFORCING, 6 KIPS. UNLESS SHOWN OTHERWISE: SHALL REAS FOLLOWS: B. THE EFFECTS OF CONCENTRATED LOADS OCCURRING CLOSE TO THE MEMBER TOP BOTTOM SIDES END OF THE CONNECTION FOOTING,AGAINST EARTH 2" 3" 311 5. ALL STEEL SHALL RECEIVE ONE SHOP COAT OF PAINT IN COLUMNS, TO TIES 2" 2" IV2" RED OXIDE, OIL ALKYD; TT -P86, TYPE IL DO NOT BEAMS, TO STIRRUPS I%Z" 12 1Y2 PAINT SURFACES TO BE EMBEDDED N CONCRETE OR MOR - SLABS SEE PLANS TAR AND SURFACES TO BE WELDED OR DENOTED AS SLIP CRITICAL CONNECTIONS. 8. SPLICES IN REINFORCING (HWERE PERMITTED) SHALL BE AS FOLLOWS: 6. PROVIDE TEMPORARY BRACING AS REQUIRED TO RESIST A. WELDED WIRE FABRIC 8" WIND AND ERECTION STRESSES AND TO MAINTAIN ALIGN - B. ALL OTHERS CLASS "B" TENSION LAP, CASE I. MENT OF STRUCTURAL STEEL. (UNLESS NOTED OTHERWISE) 7. DIRECT TENSION INDICATOR WASHER MAY BE USED AT q. SPLICES IN TOP REINFORCING SHALL BE MADE AT MIDSPAN. SPLICES CONTRACTOR'S OPTION. IN BOTTOM REINFORCING SHALL BE MADE OVER SUPPORTS. UNO. 8. NON-METALLIC SHRINKAGE -RESISTANT GROUT SHALL COM - 10. TOP BARS IN BEAMS SHALL TERMINATE IN A CLASS "B° TENSION SPLICE PLY WITH CRD -C621. OR HOOK AT A DISCONTINUOUS END. q. DO NOT USE GAS CUTTING TORCHES IN FIELD FOR COR - 11. PRIOR TO CONCRETE PLACEMENT, THE CONTRACTOR SHALL SUBMIT A RECTING FABRICATION ERRORS IN PRIMARY STRUCTURAL CONCRETE MIX DESIGN PERPARED IN ACCORDANCE WITH THE FRAMING. SPECIFIACTIONS TO THE STRUCTURAL ENGINEER FOR REVIEW. ADMIXTURES MAY NOT BE USED WITH OUT APPROVAL OF THE ENGINEER 10, APPLY TOUCHUP PAINT TO FIELD WELDS, BOLTED CON - 12. ALL CONCRETE TO BE PUMPED SHALL BE DESIGNED ACCORD- NECTIONS, AND ABRADEP AREAS OF SHOP PAINT. INGLY AND SHALL COMPLY WITH APPROVED SLUMP LIMITATIONS 13. ALL CONCRETE SHALL BE CONSOLIDATED THROUGH USE OF MECHANICAL VIBRATORS. 14. THE PREFERRED METHOD OF CURING CONCRETE IS TO KEEP IT WET CONTINUOUSLY FOR SEVEN (7) DAYS AFTER PLACE- MENT. AN ACCEPTABLE ALTERNATE ON VERTICAL AND HORIZONTAL SURFACES IS TO APPLY A MEMBRANE TYPE CURING COMPOUND WHICH COMPLIES WITH ASTM C -30q -q8. APPLICATION SHALL BE AS PIRECTED BY MANUFACTURER'S INSTRUCTIONS. 15. ALL REINFORCEMENT STEEL SHALL BE ACCURATELY PLACED, RIGIDLY SUPPORTED AND FIRMLY TIED IN PLACE WITH BAR SUPPORTS AND SPACERS, IN ACCORDANCE WITH THE RE- QUIREMENTS OF ACI 301 AND ACI 318. 16. ALL ACCESSORIES SHALL HAVE UPTURNED LEGS AND BE PLASTIC DIPPEP AFTER FABRICATION. ACCESSORIES FOR REINFORCING SHALL BE IN ACCORDANCE WITH ACI 315, CURRENT EDITION. WELDS I. ALL STRUCTURAL STEEL WELDING SHALL CONFORM TO AMERICAN WELDING SOCIETY STANDARD 01.1, LATEST EDITION. 2. REINFORCING STEEL WELDING SHALL CONFORM TO AWS 01.4. REINFORCING SHALL CONFORM TO ASTM A-706, 3.. ALL STRUCTURAL STEEL ANP REINFORCING STEEL WELDING ELECTRODES SHALL CONFORM TO AWS A5.1 or A5.5 E-70XX. 4. FIELD WELDING SHALL BE SHOWN ON ERECTION DRAWINGS. 5. ALL FIELD FULL PENETRATION WELDS SHALL BE INSPECTED AND TESTED BY A TESTING AGENCY. 6. ALL EXPOSED WELDED CONNECTIONS SHALL BE GROUND SMOOTH AND SUBJECT TO ARCHITECT APPROVAL. THE CONTRACTOR SHALL SUBMIT WRITTEN PROCEDURE AND DETAILS TO THE ARCHITECT FOR REVIEW PRIOR TO COMMENCING THE WORK. 7. PAINT ALL WELDS WITH RUST INHIBITIVE PAINT. STEEL DECK I. -ROOF STEEL DECK SHALL BE GALVANIZEP STEEL OF SIZE AND TYPE AS SHOWN ON THE DWG'S. 2. PECK SHALL BE PLACED IN CONFORMANCE WITH MANU- FACTURER'S RECOMMENPATIONS ANP SHALL BE CONTINUOUS OVER MIN. OF 3 SPANS 3. MECHANICALLY FASTEN SIDE LAPS OF ADJACENT DECK UNITS BETWEEN SUPPORTS AT INTERVALS NOT EXCEEDING 24" O.C., USING SELF -TAPPING NO, 12 OR LARGER MACHINE SCREWS (MIN. 2 SCREWS PER SPAN) SEE DECK ATTACHMENT DIAGRAM ON ROOF FRAMING PLAN 4. SUBMIT DETAILED PRAWINGS SHOWING LAYOUT AND TYPES OF DECK PANELS, ANCHORAGE DETAILS, AND CONDITIONS RE- QUIRING CLOSURE PANELS, SUPPLEMENTARY FRAMING, SUMP PANS, CANT STRIPS, CUT OPENINGS, SPECIAL JOINTING OR OTHER ACCESSORIES. SHOW FASTENING DETAILS. FASTENING SHALL BE CAPABLE OF CARRYING REQUIRED . W.L. (SEE PE51GN LOADS) W/ APPROPRIATE SHAPE FACTOR. 5. CONFORM TO STEEL DECK INSTITUTE DESIGN MANUAL, LATEST EDITION 'AND APPROVED BY FACTORY MUTUAL (PUBLICATION 1-28 DATED SEPTEMBER, IggI). 6. STEEL ROOF PECK CONNECTORS SHALL CONFORM TO FACTORY MUTUAL PUBLICATION 1-28, CLASS I -q0 WINDSTORM RESISTANCE. STEEL ROOF PECK SHALL BE ATTACHED AS PER THE DECK ATTACHMENT DIAGRAM AS SHOWN ON THE ROOF FRAMING PLAN 7. MINIMUM ENP PISTANCE TO CONNECTOR SHALL BE 10. MINIMUM END LAP SHALL BE 2". 8. DECK SHALL BE PLACED AT THE PERIMETER WITH A COMPLETE RIB BEARING ON THE STEEL SUPPORT. q. NO SUPPORT OF CONCENTRATED LOADS IS ALLOWED WITHOUT THE APPROVAL OF THE ENGINEER. 10. THE CONNECTIONS FOR ANY PORTION OF THE STRUCTURE NOT INDICATEP ON THE DRAWINGS SHALL BE DE5IGNEP BY THE FABRICATOR. STANDARD CONNECTIONS 5FIALL BE USED WHERE POSSIBLE. ALL SHOP CONNECTIONS SHALL Be WELDED OR HIGH STRENGTH BOLTED. FIELD CONNECTIONS SHALL BE HIGH STRENGTH BOLTED WHERE POSSIBLE. UNLESS NOTED, USE 3/4" DIAMETER A5TM A-325 N BOLTS. 11, STEEL MEMBERS SUPPORTING STEEL DECK AT THE PERIMETER OF THE BUILDING SHALL BE CONTINUOUS. CUT THE MEMBERS AT EXPANSION JOINTS OF WALLS. 12. S RUCTURAL STEEL SHALL RECEIVE ONE SHOP COAT OF RUST INHIBITIVE rklINER UNLESS SPECIFIED OTHERWISE. NOTES: I. ALL EXTERIOR DOORS AND WINDOWS ARE REQUIRED TO BE TESTED IN ACCORDANCE WITH ANSI/AMMA/NWMA 101/132 STANDARD AND BEAR AN ANNA OR WDMA LABEL IDENTIFYING THE MANUFACTURER, PERFORMANCE CHARACTERISTICS, AND APPROVEP PRODUCT TESTING ENTITY. (F -13C 1707.4.2.1) 2. ALL MULLIONS AND ADJACENT DOOR ASSEMBLIES ARE REQUIRED TO BE TESTED OR ENGINEERED TO TRANSFER 1.5 TIMES THE DESIGN LOADS TO THE ROUGH OPENINGS. (PBC 1707.4.5.1 - 1707.4.5.4) 3. ALL EXTERIOR DOORS AND WINDOWS SHAL BE ANCHORED PER PUBLISHED MANUFACTURERS RECOMMENDATIONS TO ACHIEVE THE DESIGN PRESSURES (FBC 1707.4.4.1) COMPONENT AND CLADDING DESIGN WIND PRESSURES COMPONENT ;)ESCRIPTION AREA (S.F.) ZONE PRESSURE WALLS 10 4 40.0 5 4q.2 20 4 38.3 5 45.8 50 4 36.3 5 41.7 100 4 34.5 5 35.3 200 4 32.8 5 35.2 500 4 30.8 5 30.8 10 1 43.8 2 50.6 2* 60.q 3 67.7 3* q5.1 20 1 43.8 249.6 LL 2* 5q.q 3 61.6 3* 84.8 50 1 43.8 2 48.2 2* 58.5 3 53.4 3* 71.1 100 1 43.8 2 47.2 2* 57.5 3 47.2 3* 60.q 200 1 43.8 2 50.6 2* 57.5 3 47.2 3* 60.q 500 1 43.8- 2 50.6 2* 57.5 3 47.2 3* 60.q COLD - FORM STEEL FRAMING I. ALL STEEL FRAMING SHALL CONFORM TO THE "SPECIFICATIONS FOR THE DESIGN OF COLP-FORMED STEEL STRUCTURAL MEMBERS", LATEST. EDITION BY THE AISI. 2. WELDED CONNECTIONS SHALL CONFORM TO "COPE FOR WELDING IN BUILDING CONSTRUCTION PLO" BY THE AWS. 3. ASTM A-568 STANDARD SPECIFICATION FOR GENERAL REQUIREMENTS FOR STEEL, CARBON AND HIGH STRENGTH LOW ALLOY HOT ROLLED SHEET AND COLD ROLLED SHEET. 4. ALL STEEL FRAMING SHALL BE INSTALLED BY PERSONNEL EXPERIENCED IN LIGHT GAUGE STEEL FRAMING INSTALLATION 5. WHERE STEEL FRAMING MEMBERS ARE COMPONENTS OF ASSEMBLIES INDICATED FOR A FIRE -RESISTANCE RATING, INCLUDING TI -105E REQUIREP FOR COMPLIANCE WITH GOVERNING REGULATIONS, PROVIDE MEMBERS WHICH HAVE BEEN APPROVED BY GOVERNING AUTHORITIES HAVING JURISDICTION. 6. PROTECT LIGHT GAUGE STEEL FRAMING MEMBERS FROM RUSTING AND DAMAGE. DELIVER TO PROJECT SITE IN BUNDLES, FULLY IDENTIFIED WITH NAME, BRAND, TYPE AND GRADE. STORE OFF GROUND IN A DRY VENTILATED SPACE OR PROTECT WITH SUITABLE WATERPROOF COVERINGS. 7. WITH EACH TYPE OF STEEL FRAMING REQUIRED, PROVIDE MANUFACTURERS STANDARD STEEL RUNNERS (TRACKS), BLOCKING LINTELS, CLIP ANGLES, BRACING, REINFORCEMENTS, FASTENERS, AND ACCESSORIES AS RECOMMENDED BY MANUFACTURER FOR APPLICATIONS INDICATED, AS NEEDED TO PROVIDE A COMPLETE STEEL FRAMING SYSTEM. 8. FABRICATE METAL FRAMING COMPONENTS OF STRUCTURAL QUALITY SHEET STEEL WITH A MINIMUM YIELD POINT OF 40,000 PSI FOR STUDS, ANP 33,000 PSI FOR RUNNERS; ASTM A446. q. SCREWS SHALL BE AS RECOMMENDEP BY MANUFACTURER. 10, PROVIDE GALVANIZED FINISH TO METAL FRAMING COMPONENTS COMPLYING WITH ASTM A525 WITH A C60 COATING. II. PROVIDE MANUFACTURERS STANPARP STRUCTURAL "C" SHAPED STEEL STUDS OF SIZE, SHAPE AND GAUGE INPICATEP WITH NOMINAL 1-3/4" FLANGE AND MINIMUM 1/2" FLANGE RETURN UP BY UNIMAST INC. OR PRIOR APPROVED EQUAL. 12. ALL FRAMING MEMBERS SHALL BE DESIGNED BY THE MANUFACTURER TO SUPPORT ALL LIVE, DEAD, ANP REQUIRED WIND LOADS, PLUS ANY CONCENTRATED LOADS SHOWN ON THE DRAWINGS. 13. FRAMING COMPONENTS MAY BE PREFABRICATED INTO PANELS PRIOR TO ERECTION, FABRICATE PANELS PLUMB, SQUARE, TRUE TO LINE AND BRACED AGAINST RACKING WITH JOINTS WELDED. PERFORM LIFTING OF PREFABRICATEP PANELS IN A MANNER TO PREVENT PAMAGE OR DISTORTION. 14, INSTALL METAL FRAMING SYSTEMS IN ACCORDANCE WITH MANUFACTURERS PRINTED OR WRITTEN INSTRUCTIONS AND RECOMMENDATIONS, UNLESS OTHERWISE INDICATED. 15. INSTALL CONDITIONS: TRACKS SIZED TO MATCrl STUD DEPTH. ALIGN TRACKS ACCURATELY TO LAYOUT AT BASE AND TOP OF STUDS SECURE TRACKS AS RECOMMENPEP BY STUD -MANUFACTURER FOR TYPE OF CONSTRUCTION INVOLVED, EXCEP �- . Q0 NOT EXCEED 24" O.C. SPACING FOR NAIL OF POWDER -DRIVEN ASTENCRS, OR 16" O.C. FOR OTHER TYPES OF ATTACHMENT, R.2bVlPe FASTENERS AT CORNERS AND ENDS OF TRACKS. 16. WHERE REQUIRED, TEMPORARY BRACING SHALL BE PROVIDED UNTIL ERECTION 15 COMPLETED. 17. RESISTANCE TO BENDING ANP ROTATION AB<'', TWE MINOR AXIS SHALL BE PROVIDED BY MECHANICAL LATERAL BRACING WHERE REQUIRED. 18. ATTACHMENTS OF SIMILAR COMPONENTS SHALL BE PONE BY WELDING, SCREW ATTACHMENT, OR BOLTING. WIRE TYPING OF FRAMING COMPONENTS SHALL NOT BE PERMITTING. Iq. WELDING OF MEMBERS LIGHTER THAN IS GAUGE SHALL NOT BE PERMITTED. 20 SPLICES SHALL NOT BE PERMITTED. 21, MINIMUM NUMBER OF EQUALLY SPACED HORIZ:NTAL WALL BRIDGING FOR THE HEIGHTS SHOWN: 22. FULLY INSTALL ALL BRIDGING BEFORE APPLYING LOADS. 23. FOR WELDED CONNECTION, FUSION WELDING IS RECOMMENDED WITH A DIRECT CURRENT WELDER OF 200 OR MORE AMPERE CAPACITY. USE A HEAT OF 60 TO qO AMPERES (DEPENDING OF THE GAUGE OF METAL) ALONG WITH ASTM E60 ELECTRODES. UP TO 10' - [ROW 10' TO 14' - 2 ROWS ABOVE 14' - AT 4' CENTERS NOTES: I. WALL PRESSURES INDICATE PRESSURE AND SUCTION ON SURFACE 2. ROOF PRESSURES INDICATE SUCTION ON SURFACE A= b rl. 26. STEEL ROOF TRUSSES: A) TRUSS ERECTOR IS RESPONSIBLE FOR ALL TEMPORARY BRIDGING OF THE TRUSS SYSTEM DURING CONSTRUCTION. B) TRUSSES SHALL BE OESIGNEP SO THAT NO HORIZONTAL REACTIONS ARE IMPOSED ON THE SUPPORTING STRUCTURE UNDER VERTICAL LOAD, C) PREFABRICATED TRUSSES ANP PANELS SHALL BE SQUARE AND BRACED AGAINST RACKING. P) TRUSS MANUFACTURER SHALL PROVIDE A BENT PLATE 3" X 3" X 14 GAGE TYPICAL AT ALL RIDGE VALLEY LINES. ROOF E) ALL TOP CHORDS SHALL BE MIN. OF 16 GA. 090 V) Z O W �14milillill PROJECT NO: ,2002-53 FILE NO: 2002\2002-53\S-1 DESIGNED BY: N.D. DRAWN BY: N.D 1 CHECKED BY: N.D. DATE: 1/14/04 DRAWING NO: S` 0 SHEE ' 19 TOF J`T OEL ,lp'00R XXW59 0 ap Vl� d w _ m 0 0 0 ca 2M ® oo ao N Il Cl I r. LL 090 V) Z O W �14milillill PROJECT NO: ,2002-53 FILE NO: 2002\2002-53\S-1 DESIGNED BY: N.D. DRAWN BY: N.D 1 CHECKED BY: N.D. DATE: 1/14/04 DRAWING NO: S` 0 SHEE ' 19 TOF J`T OEL ,lp'00R XXW59 c c r ISHIM BELOW TILT W AS RE0'D. V RECESS TOP OF SLAB 0 EMBED LOCATION 1.5"x6"x8 , GROUT AFTER THE TILT WALL IN PLACE L4 "x4 "x l/4 "x6"L. 5" OR 6" CONC. SLAB W/ 6x6/1.4xL4 W.W.F. (CHAIRED 0 24" O.C.) OVER 0,006 VAPOR BARRIER ON R8% COMPACTED TREATED FILL -- TYPE "A" E178E0, MIN. 3 @ EA. PNL. SEE PNL ELEV. FOR LOCATION 8"x16" THICK. EDGE ML W/ 2#5 CONT. HALL TO FOUNDATIQN. IL T -. �r i 3"-0" F®U TOP & BOT. CONT. ItI STIRR. 0 12" O.C. 2'-0" Mli "q1tv SCALE : 3/16" = 1'-0" 2#5 TDP & BOT. CONT. #3 STIRR. ® 12" O.C. 3'-O" SO. 4#5 EA. WAY 1#5 CONT. S" CONT. 6#5 VERT. #3 TIES & ROOF ORA SEE ARCH. 0 w 0 6 M 0 cr (j)C��00 ® W N N rvV � Iz LL PROJECT NO: 2002-53 FILE NO: 2002\ 2002---53\ S-1 DESIGNED BY: N.D. DRAWN BY: N.D CHECKED BY: N.D. DATE: 1/14/04 DRAWING NO: S-1 SHEET 20 OF 3`t OEL DRO 'E #3725 JAN.2 2004 �I I F-4 W-1 W-2 W-3 W-4 W5 W-6 W-7 F ___..� ij ( I I N I + I ( I I I I II 3 T I I II �II J $5' 84 0'-0 I5" COM-'. SLAB 6"CNC. SLAB 13 -0" I + + + +v 3•-O + II II + + 5" CONC. SLAB W/ + + I I 6" CONC. SLAB W/ II C3 6x6/L4xL4 W.W.F. (CHAIRED Q 24" O.C.) 6x6/1.4xL4 W.W.F. (CHAIRED 61 24" .C.) I I 1 I OVER 0.006 VAPOR BARRIER OVER 0.006 VAPOR BARRIE ON 98% COMPAG'TED ON 17M.' COMPACTED Z O I TREATED FILL TREATED F1LL v vi vi vi cn vi � I � + + I + CAULK ALL SAW tVT I I JOINTS 0 WAREr IOUSE ui z + I AREA + I S.C. ry � �-`" ! S.C. S.C. I S.C.— I — — — — — L — — — z 23'-5" 6 !q-2" 6 I I I o F-5 I i II z 16" O.C. lNG I ci + EA WALL V + V + v + v + it v vi O O I EMBED TYPE A " Z L4"x4"x1 4"x12"L. WELOE0 " " / " " EMBED TYPE A bT DL.TW�L �D " " 3 END OF EA. TILT WALL, O TO EA. EMBED. TYP. ® TO CA. E END OF EA. TILT WALL, o I + N tYP., SEE DET. ► END OF EA. TILT WALL, END OF EA. TILT WALL, TYP. SEE DET. I _ SEE DET. SEE OCT. + I I I I L I O + I I I p F-1 F-1 �V-17 W-16 F-4 W-15 F -4W-14 W-13 F-4 W-12 F-4 RECESS TOP OF SLAB 0 EMBED LOCATION 1.5"x6"x8 , GROUT AFTER THE TILT WALL IN PLACE L4 "x4 "x l/4 "x6"L. 5" OR 6" CONC. SLAB W/ 6x6/1.4xL4 W.W.F. (CHAIRED 0 24" O.C.) OVER 0,006 VAPOR BARRIER ON R8% COMPACTED TREATED FILL -- TYPE "A" E178E0, MIN. 3 @ EA. PNL. SEE PNL ELEV. FOR LOCATION 8"x16" THICK. EDGE ML W/ 2#5 CONT. HALL TO FOUNDATIQN. IL T -. �r i 3"-0" F®U TOP & BOT. CONT. ItI STIRR. 0 12" O.C. 2'-0" Mli "q1tv SCALE : 3/16" = 1'-0" 2#5 TDP & BOT. CONT. #3 STIRR. ® 12" O.C. 3'-O" SO. 4#5 EA. WAY 1#5 CONT. S" CONT. 6#5 VERT. #3 TIES & ROOF ORA SEE ARCH. 0 w 0 6 M 0 cr (j)C��00 ® W N N rvV � Iz LL PROJECT NO: 2002-53 FILE NO: 2002\ 2002---53\ S-1 DESIGNED BY: N.D. DRAWN BY: N.D CHECKED BY: N.D. DATE: 1/14/04 DRAWING NO: S-1 SHEET 20 OF 3`t OEL DRO 'E #3725 JAN.2 2004 SCALE : 3/16' = 1'-0N �D J J DAR JOIST & JOIST GIRDER LOADING: LIVE LOAD = 20 P.S.F. DEAD LOAO = 30 P.S.F. NFT UPLIFT = 35 PSF TOTAL DESIGN LOAD = 50 P.S.F. STEEL JOIST 0 4' 0. C. W = 4(50) = 200 f/FT W(UP) = 4 x(35) = 140 $/FT JOISTS SHALL BE PESICNEO FOR 1-/360 DEFLECTION (LIVE L0A0+0EA0 LOAD) STL. 1013TS SHALL BE CAMBERED FOR DEAD LOAD • " l� h W Cor h • w Q) 0 Q W � Q LLJm PROJECT NO: 2002-'53 FILE NO: 2002\2002-53\S-2 DESIGNED BY: N.D. DRAWN BY: N.D CHECKED BY: N.D. DATE: 1/14/04 DRAWING NO: S-2 SHEET �l OF t77 NOEL D1q OR i a� ,�! 22 1 ?UUP L • � 0 0 034 f .. • " l� h W Cor h • w Q) 0 Q W � Q LLJm PROJECT NO: 2002-'53 FILE NO: 2002\2002-53\S-2 DESIGNED BY: N.D. DRAWN BY: N.D CHECKED BY: N.D. DATE: 1/14/04 DRAWING NO: S-2 SHEET �l OF t77 NOEL D1q OR i a� ,�! 22 1 ?UUP ' - 124 0 TOP OF WAIL 121'-10" CTR. OF EMBED SL oI-0A FIN. FLR. EL. 98' -S" TOP OF FOUND. X124'-0 TOP OF WALL 001'/x" FIN. FLR. EL. 98' - 8" ,gk TOP OF FOUND. TOP OF FOUNDATION W-2 W-3 W-4 W-5 W-6 WEST INTERIOR WALL PANEL ELEVATION SCALE : 3/16" = 1'-0" io -v 18•-8" ii -v iv -v 17--0" ❑❑ ❑�] 17--U" �❑ I/ -U" — ❑❑ to -a ❑ ❑ ❑ ,� -• ❑ ❑ ❑ ❑ ❑ ,•• •• '^10" 4'-0" M LINE OF METAL vFCK EMBED T `�'PE "A" EMBED TYPE "B" ❑ ❑ ❑ ❑ 3 3 ® 48" O.C. ---❑---- _El EMBED TYPE "B" 4'-0" 2'-10" EMBED . tYPE "A" 0 BRACE LOCATION EL. 116'-O" PAYMENT DROP OF BOX, TYPE "A" EMBED TYPE "A" SEE MFR. DWG S. FOR SIZE co EMBED -❑--a ---- ----- ❑--❑❑------ & ARCN. OWC'S. FOR LOCATION ❑ ——— — — — -❑—---❑❑--------❑-----.—�❑_ o 1 ❑-- - - - - -❑-------- El ET-_ -- ---Cl_----- . ir ❑ ❑❑ El 11 ❑❑ ❑ ❑ 1:1 El El 1:1 ❑ ❑ ❑ 1:1 F-1 1:1 E]❑ El El Q 1:1 1:1 El El El El El El El El El El 1:1❑ t� EMBED TYPE "A" JST. SUPPORT EMBED. EMBED TYPE "B" JST. SUPPOR N EMBED. EMBED TYPE B O.C. to El El 48" O.C. ❑ ❑ E]®48" EMBED TYPE "B" P ® BRACE LOCATION I I EL. 116"-O" EMBED TYPE "A" El ------❑------❑❑ FINFLR_ -- ❑- -- ❑❑_----_._.---❑-- ❑❑__-.- _.❑-. -------❑❑----_.-❑.------- -- - - - -❑--_-----❑ TOP OF FOUNDATION W-2 W-3 W-4 W-5 W-6 WEST INTERIOR WALL PANEL ELEVATION SCALE : 3/16" = 1'-0" io -v ri -v ii -v iv -v Iv -a ❑❑ ❑�] �❑ ❑ ❑ ❑❑❑ — ❑❑ ❑ ❑ ❑ ❑ ❑El ❑ ❑ ❑ ❑ ❑ \610C-0 TYPE OAO_71�� JST. SUPPORT O EMBED. M LINE OF METAL vFCK EMBED T `�'PE "A" EMBED TYPE "B" ❑ ❑ ❑ ❑ 3 3 ® 48" O.C. ---❑---- _El EMBED TYPE "B" ----.._...-❑-- _❑❑------Q-------❑ EMBED . tYPE "A" 0 BRACE LOCATION EL. 116'-O" PAYMENT DROP OF BOX, TYPE "A" 'N SEE MFR. DWG S. FOR SIZE co EMBED -❑--a ---- ----- ❑--❑❑------ & ARCN. OWC'S. FOR LOCATION ❑ ——— — — — -❑—---❑❑--------❑-----.—�❑_ ❑-- - - - - -❑-------- ------❑-------❑El. -CI_._____--- ❑o -- ---Cl_----- . ir X211-8" �r TOP OF WALL 1201-5" __j CTR. OF EM13ED 00I -ON FIN, FLR. EL. 96 -al TOP OF FOUND. w-18 w-Iq w -2o TOP OF FOUNDATION SOUTH WALL INTERIOR PANEL ELEVATION SCALE : 3/16" = 1'-0" 124'-0 TOP OF WALK 00I-0" FIN, FUR. EL. ,gk981- S" TOP OF FOUND. w-7 NOTE: ALL PANELS ARE 8" THICK CONTRACTOR VERIFY ALL DIMENSIONS W/ ARCH. PWG'S. & DOOR & WINDOW MFR. PRIOR TO CASTING THE PANELS SEE SHEET 5-4 FOR PANEL REINF. SEE SHEET 5-5 FOR INSERT & CONNECTION DETAILS SEE ARCH. OWG'S. FOR REGLET LOCATIONS TOP OF FOUNDATION NORTH WALL INTERIOR PANEL ELEVATION SCALE : 3/16" = 1'-0" " 21-5" 18•_0• IT -U" iA -v- Iv -a ❑❑ ❑�] �❑ ❑ ❑ ❑❑❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ EMBED TYPE "A"-- JST. SUPPORT O EMBED. M JST. SUPPORT EMBED. EMBED T `�'PE "A" EMBED TYPE "B" LINE OF METAL DECK 3 ® 48" O.C. ---❑---- _El ❑------❑-- FIN FLR---❑❑ ----.._...-❑-- _❑❑------Q-------❑ TOP OF FOUNDATION NORTH WALL INTERIOR PANEL ELEVATION SCALE : 3/16" = 1'-0" " 21-5" !u -4" LU -H" [v -17' 1 ❑❑ ❑�] �❑ ❑ ❑ ❑❑❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ EMBED TYPE "A"-- JST. SUPPORT O EMBED. M JST. SUPPORT EMBED. EMBED TYPE "B" EMBED TYPE "B" ® 48" O.C. 0 46" O.C. TYPE "A" 'N 00 co EMBED -❑--a ---- ----- ❑--❑❑------ - ❑ ——— — — — -❑—---❑❑--------❑-----.—�❑_ W-12 W -I3 W-14 W-15 W-16 TOP OF FOUNDATION EAST WALL INTERIOR PANEL ELEVATION SCALE : 3/16" = 1'-0" I 1 ." R_ M 'N 00 co I . ir • , o '© on w W w W PROJECT NO: 2002--53 FILE NO: 2002\2002-53\S-3 DESIGNED BY: N.D. DRAWN BY: N.D CHECKED BY: N.D. DATE: 1/14/04 DRAWING NO: S-3 SHEET OF i1t A NOFj'L DRQO .5. JAN ,� ...2004 0 N� k .. C. �s l6 ®VERT. SIDE / BELOW OF THE OPG 6--#6 VERT. R- #6 ® 8" O.C. #6 ® 8" O.C. #6 a 8" O.C. #6 ® 8" O.C. VERT, VC -R T -VERT. 2#6 @ EA. FACE 2#6 0 EA. FACE 2#6 ® EA. FACE 2#6 ® EA. FACE 2#6 ® EA. FACE TOTAL OF 4) (TOTAL OF 4) (TOTAL OF 4) (TOTAL OF 4) (TOTAL OF 4) 0 ALL PERM. ® ALL PERM. ALL PERM. 0 ALL PERM. v1 fff ff T= -- IF If=W= 7-- ff= I I F =F fF= ilii IN �IIff= 9 IIIIII IIIIII IIII II II II II II I II II II IIIIII IIII II IIIIII IIIIII 2 IIII II II II S-� 5-4 I II II II IIIIII IIII II IIIIII IIIIII 5-� IIII II II II II II I II II II IIIIII IIII II HIM IIII II II II II Ir T It 1111 k3 F11111 11 IF II 2#6 ® EA. FACE I 2#6 ® EA. FACE 1 4#6 IIIIII IIIIII #5x48"L. ®EA. z IIII II II II II (TOTAL OF 4> II I II I Ut (TOTAL OF 4) x IIIIII IIII-- (TO ®EA. FACE � z � 4#6 ®EA. FACE CORNER OF OPG., TYP. �n ®roP of oPG. � � TOP OF oPG. � I (TOTAL OF 8) (TOTAL OF 8) I @1 I SIDE OF OPG. �n ® TOP OF OPG. 2#5x48"L. ® EA. '� 2 5x48"L. ® EA. L IS ILI II II I I CORNER OF OPG., TYP. II I II ORNER OF OPG., TYP. Ali 2#5x481L. 0 EA. \ I\� CORNER OF OPG., TYP. 6#6 ®EA. FACE ` C _ �, _ (TOTAL 0 12) " 1 Iii lk I I IF -i ilk l I I ( EA. SIDE OF OPG. W/ #3 TIES ®6 D.C. TO ®EA. FACE (TOTAL OF 8) S-� @ TOP OF OPG. IIII lL _. _ II I Ifi IIII II ® 2#6 ® EA. FACE\ -6#6 ® EA. FACE III II II I� (TO2#6 EA. FACE TAI OF 4) II I II IhI (TOTAL OF 4) I (-TOTAL OF 12) IIII II 2#6 41 EA. FACE II ® EA. 510E OF OPG. (TOTAL OF 4) III) I I = I I= W/ #3 TIES ®6" O.C. ®ALL PERM. 4#6 ® EA. FACE J 2#6 (9 EA. FACE (TOTAL OF 8) (TOTAL OF 4) ® BOT OF OPG, 0 ALL PERM. SIDES (VERT.) SIDE / ABOVE OF THE OPG 4#6 ® EA. FACE (TOTAL OF 8) 6-#6 VERT, 6-#6 VERT, R.. TIES ®6" 2#6® EA. FACE ---J 2#6 ® EA. FACE (TOTAL OF 4) (TOTAL OF 4) BOT OF OPG. ® ALL PERM. _PANELS F-5.1 8" PANEL n n A rno r A �inr_ WALL EDGE 2#6 0 EA. FACE J 2#6 ® EA. FACE (TOTAL OF 4) (TOTAL OF 4) ® BOT OF OPG. ® ALL PERM. PANEI.aS W= 6, 8,14 8" PANEL PANELS N--1.12 8" PANEL NOTE: 8" THICK WALL USE #6 VERT. USE #5 HOR. 7. ABOVE OPG'S. THAN 7' 5 S-4 ca r IA • 0 93 00 co 4-0 --3/4" CHAMFER TILT—UP CONC. WALL PANEL CAULKING CAULKING (SEE ARCH. DRWG'S.) OUTSIDE 5 (SEE ARCH. DRWG'S.) FACE 5-5 FOAM ROD i 5 OUTSIDE FACE TILT UP WALL PANEL S-5WALL REINF. -- ADDITIONAL BARS i OVER OPG'S., SEE va TILT WALL REINF. CHAMFER L6''X6"X I/2"X6" LONG. 3/4" CHAMFER 8" TILT—UP CONC. WALL PANEL I/8.. 4" 12" CAULKING (SEE ARCH. DRWG'S.) --8" CONC. TILT 3/16" 3/4" CHAMFER WALL PANEL PLV2x 12"x 12 SEE ARCH. FOR VERT. & HOR. LOCATION TILT UP WALL JOINT DETAIL TYPICAL WALL PANEL CONNECTION sc-"� PANEL REGLETS DETAIL SCALE 3 scm/r-o• 1/a;r o 1/2 r o DOOR OR WINDOW OPENING DETAIL 1/2 - r -o+ 3 s-7 6, L6"x6"x I/2"x I' -0"L.. 6 1/2" _ #5 BI I/2" ARS 2"-0" LONG 7" 1 1/2.. — 5/ 16"r� I 3116 " PL I/2"x 10"x 10" �--- 7 1/4"x7 I/4"x I/2" PLATE}— O �, O 4-3/4"X6 1/2" NELSON STUD ' 2-5/8"X 5" NELSON STUD I _ O — 6Y 1/2" GUSSET PL 7 I/4" ! — 10" 5-5 1 TILT WALL INSERT TYPE ATILT WALL INSERT TYPE B sc4e _ 6 BAR JOIST SUPPORT' DET. sc� 7 I/a" r -o" S-5 I/a r o S-5 1/2 - r--o,S-7 SEAL SA W CUTS SA W CUT, 2" DEEP 2"-10" 4-0" 4•--p" 4V/ FLEX. CAULK SEE ARCH. FOR SPECS. CONT/NUOUS REINFORCING 1.5"x 2GA GAL -V. VENTED Mf r' AL ECK, FINISH FLOOR EL.= 124'-6" SEE OOF FRAMING PLAN Fr,:'1? A TACHEMENTS EL. -100'—O" EL.= VARIES COWROL Jow POL METH. VAPOR BARRIER q8% COMPACTED FILL PRE—MOLDED METAL OR FORMED JOINT L SIL. JST, FINISH FLOOR .EINFORCING L4"X4"XI/4"xCONT W/ EL. -100-0" �n LAP R 3/4" WEDGE ANCH. ® 24" 1%z"xl"xl/8" L4"X4"XI/4"x12"L. W/ 2-3/4" WEDGE ANCH. ® CROSS BRIOG. LOCATION CONSTIRUCIIIm Jow POI -YETI -1. VAPOR BARRIER q8% COl 1PACTEO FILL OrE: A T CONTRACTORS OPTION — CONTROL JOINTS rlA Y BE FORMED OR SA WED. JOINTS MUST BE SA WED WITHIN 8 HOURS AFTER CONCRETE NAS BEEN PLACED. BAR JOIST BRIDG. DET. sc"`- q SCAM 12 1/2 a r -o s-5 CONC. SLAB JOINTING DET. 1/2' - r -o' s-5 0 • 1 • • A. r� 0 C9 .D cc"43 .. 2-12-14 4j, STUD: FOR DE - SECTION 11 A " - I t T\ie�lr d n It r^ NAA) r- r-% SCREWS I E ARCH. 000 U) z 0 V) ry ilmmllllllll 1 O O h �C O w O � W PROJECT NO: X002-53 FILE NO: 2002\2002-53\S-6 DESIGNED BY: N.D. DRAWN BY: N.D CHECKED BY: N.D. DATE: 1114/04 DRAWING NO: S-6 SHEET �,V) ,.�f OF �� NOF, L ,D j?ooR kJ 3 1 f,59 .t JAN ?009, Y • • 11 r • • I� 1 C24 cm 00 .D I • 1 1LL + .. 000 U) z 0 V) ry ilmmllllllll 1 O O h �C O w O � W PROJECT NO: X002-53 FILE NO: 2002\2002-53\S-6 DESIGNED BY: N.D. DRAWN BY: N.D CHECKED BY: N.D. DATE: 1114/04 DRAWING NO: S-6 SHEET �,V) ,.�f OF �� NOF, L ,D j?ooR kJ 3 1 f,59 .t JAN ?009, 121lx 16CA TRACK CONT. W/ 2-12-14 TEK SCREWS @ EA. JST. F-5 3/41' T.&G. PLWOOR ATTACHED TO STL, JST. BELOW W/ 12-14 FLAT HEAD TEK SCREWS Q 6" O.C. `-- 12`x 16GAx 1.5" JST. @ 16'' O.C. 3 5/8"x 16GA TOP TRACK W/ 2-12-14 TEK SCREWS Q EA. STUD 3 5/811x 16CA STUDS Q 16" O.C. BRACING Q 40" O.C. NAX. 5" CONC. SLAE 6x6/ 1.4x 1.4 WA OVER 0.006 V ON q8% COMP, TREATED FILL 3 5/8"x 16 GA. TRACK CONT. W/ 2-12-14 TEK SCREWS & 1/4" TAPCONS Q EA, STUD SECTION D " m SECTION C " SCREWS I E ARCH. OW U) z 0 a .. o o® o , d � � w O < a PROJECT -NO: ,200,2-53 FILE NO: 2002\2002-53\S-6 DESIGNED BY: N.D. DRAWN BY: N.D CHECKED BY: N.D. DATE: 1/14/04 DRAWING NO: S- /ry - SHEET OF 3 N06Il - P. R0 , R f� J N. AI ; 2004 r • 0-0 ow C. 93 .. 211 C4 1 .. cl co)r #� OW U) z 0 a .. o o® o , d � � w O < a PROJECT -NO: ,200,2-53 FILE NO: 2002\2002-53\S-6 DESIGNED BY: N.D. DRAWN BY: N.D CHECKED BY: N.D. DATE: 1/14/04 DRAWING NO: S- /ry - SHEET OF 3 N06Il - P. R0 , R f� J N. AI ; 2004 G� IC ID IE 1F IG 2 3 ABBREVIATIONS MECHANICAL LEGEND GENERAL NOTES: 1. CONNECTION TO EQUIPMENT SHALL BE VERIFIED WITH MANUFACTURER'S CERTIFIED 24xi2 -DUCT SIZE, FIRST FIGURE IS SIDE SHOWN DRAWINGS: TRANSITIONS TO ALL EQUIPMENT SHALL BE VERIFIED AND PROVIDED AFF -ABOVE FINISH FLOOR FOR EQUIPMENT FURNISHED. AFG -ABOVE FINISH GRADE -DUCT SECTION, POSITIVE PRESSURE, FIRST 2. BEFORE FABRICATION, VERIFY AND COORDINATE ALL DIMENSIONS IN FIELD. AHU -AIR HANDLING UNIT FIGURE IS ARROW SIDE 3. DUCT CONSTRUCTION SHALL BE IN ACCORDANCE WITH SMACNA HVAC DUCT AP -ACCESS PANEL -DUCT SECTION, EXHAUST CONSTRUCTION STANDARDS, METAL AND FLEXIBLE, LATEST EDITION. 4. SEE SPECS. FOR GAUGES, THICKNESS, BRACING, REQUIREMENTS, ETC., OF BOP -BOTTOM OF PIPE -DUCT SECTION, NEGATIVE PRESSURE, RETURN DUCTWORK. BHP -BRAKE HORSEPOWER 5. PROVIDE AIR TURNING VANES IN ALL 90 DEGREE RECTANGULAR DUCT ELBOWS. BTU - BRITISH THERMAL UNIT -DUCT SECTION, UP THRU ROOF OR SLAB 6, COORDINATE DIFFUSER, GRILLE AND REGISTER LOCATIONS WITH ARCHITECTURAL - CENTER LINE REFLECTED CEILING PLANS AND EQUIPMENT OF ALL TRADES. XXXXXXXXXXXXXXXXXXXXXXX -FLEXIBLE DUCT 7. LOCATE THERMOSTATS AND HUMIDISTATS 48" ABOVE FINISHED FLOOR UNLESS AT - CHANGE IN TEMPERATURE NOTED OTHERWISE, LOCATE SENSORS AT 66" A.F.F. CFM -CUBIC FEET PER MINUTE -TRANSITION, CONCENTRIC 8. ALL EQUIPMENT, DUCTWORK, ETC., SHALL BE SUPPORTED AS DETAILED AND/OR CU -CONDENSING UNIT -- SPECIFIED. PROVIDE ADDITIONAL SUPPORTS AS REQUIRED TO PROVIDE A -- -TRANSITION, ECCENTRIC VIBRATION -FREE, RIGID INSTALLATION. DN -DOWN 9. ALL DUCT SIZES SHOWN ARE INSIDE CLEAR DIMENSIONS. EAT -ENTERING AIR TEMPERATURE � -SQUARE THROAT ELBOW W/TURNING VANES 10. ALL WORK SHALL BE COORDINATED WITH ALL TRADES INVOLVED. OFFSETS IN EWT -ENTERING WATER TEMPERATURE DUCTS AND PIPING (INCLUDING DIVIDED DUCTS) AND TRANSITIONS AROUND OBSTRUCTIONS SHALL BE PROVIDED AT NO ADDITIONAL COST. FD -FIRE DAMPER -RADIUS ELBOW 11. DAMPERS AND INSIDES OF DUCTS VISIBLE THROUGH GRILLES, REGISTERS AND FPM -FEET PER MINUTE DIFFUSERS SHALL BE PAINTED FLAT BLACK. GPM -GALLONS PER MINUTE 12. REFER TO TYPICAL DETAILS FOR PIPING AND INSTALLATION OF EQUIPMENT. GV -GATE VALVE -RECTANGULAR/ROUND BRANCH TAKE OFF 13. ACCESS PANELS IN DUCTWORK AND CEILINGS SHALL BE PROVIDED WHERE OR ROUND/ROUND BRANCH TAKE -OFF REQUIRED FOR OPERATION, BALANCING AND MAINTENANCE OF ALL MECHANICAL LAT -LEAVING AIR TEMPERATURE EQUIPMENT. LWT -LEAVING WATER TEMPERATURE -SQUARE THROAT TEE 14, ALL DUCTWORK AND PIPING IS SHOWN SCHEMATICALLY. PROVIDE ALL MBH -THOUSAND BTU PER HOUR TRANSITIONS, TURNING VANES, ELBOWS, FITTINGS, ETC., TO ALLOW SMOOTH NC -NORMALLY CLOSED FLOWS. ALL SPLIT DUCT FITTINGS SHALL TRANSITION TO FULL SIZE OF THE NO -NORMALLY OPEN SUM OF BOTH BRANCHES, UPSTREAM OF SPLIT. -RADIUS TEE 15. SLEEVE AND SEAL ALL PIPING PENETRATIONS THROUGH BUILDING PARTITIONS. NTS -NOT TO SCALE OA -OUTSIDE AIR 16. COORDINATE THERMOSTAT AND HUMIDISTAT LOCATIONS WITH FURNITURE/EQUIPMENT LAYOUTS, WINDOWS AND DOOR SWING AREAS. OAL -OUTSIDE AIR LOUVER -STANDARD BRANCH, NO SPLITTER PRV - PRESSURE REDUCING VALVE 17, PROVIDE FLEXIBLE DUCT CONNECTIONS ON ALL DUCTS CONNECTING TO EACH FAN, AIR HANDLING UNIT AND FAN COIL UNIT. PSI -POUNDS PER SQUARE INCH -VOLUME DAMPER 18, PROVIDE TRANSITIONS AT DIFFUSER NECKS AS REQUIRED TO MATCH SIZES OF PSIG -PSI GAGE FLEX DUCTS TO BE CONNECTED. PVC -POLYVINYL CHLORIDE PIPE e_ -MANUAL SPLITTER 19. COORDINATE LOCATION OF DUCTWORK WITH STRUCTURAL SYSTEM. RA -RETURN AIR 20. INTERRUPTION OF EXISTING SERVICES SHALL BE MINIMAL AND SHALL BE FULLY RPM -REVOLUTIONS PER MINUTE COORDINATED WITH THE OWNER AND ALL TRADES IN ADVANCE TO SCHEDULE ALL INTERRUPTIONS DURING NON-CRITICAL TIMES. SA -SUPPLY AIR CD -CONDENSATE DRAIN 21. MAINTAIN CLEARANCE OF A MINIMUM OF 6" BETWEEN DUCTWORK, PIPING, SFD -SMOKE AND FIRE DAMPER EQUIPMENT, ETC., AND ALL FIRE RATED AND FIRE/SMOKE RATED PARTITIONS, T -THERMOSTAT RL -REFRIGERANT LIQUID VAV -VARIABLE AIR VOLUME RS -REFRIGERANT SUCTION VLV -VALVE M�- -MOTORIZED DAMPER 01 -REVISION REFERENCE 2 -DETAIL REFERENCE TOP -DETAIL, OT -THERMOSTAT M.1 BOTTOM -DRAWING# SHOWN ON �- -DUCT SMOKE DETECTOR -FIRE DAMPER AIR COOLED UNIT SCHEDULE (OUTDOOR UNIT) TONS MODEL NUMBER MIN. CIRCUIT AMPACITY COMPRESSOR QTY / RLA FAN QTY / FLA REFRIGERANT VOLTS/PH/Hz MIN. SEER PLAN MARK TYPE GAS SIZE LIQUID SIZE 6.0 2TTAO72A 26 1 / 19.8 1 /1.4 R-22 NOTE 2 NOTE 2 208/3/60 10.0 CU -1 6.0 2TTA072A 26 1 / 19.8 1 /1.4 R-22 NOTE 2 NOTE 208/3/60 10.0 CU -2 4.0 2TTA048 20 1 / 14.7 1 / 1.3 R-22 NOTE 2 NOTE 208/3/60 10.0 CU -3 52.0 1.0 T 55.6/53.2 9.96 SEE NOTES AHU-3 TWE048 1450 250 0.6 NOTES: 1, MODEL NUMBERS AND SELECTIONS ARE BASED ON TRANE. 6. PROVIDE PROGRAMMABLE WALL TYPE THERMOSTAT WITH HAND/ON/AUTO 2. SIZE REFRIGERANT PIPING USING LONG RADIUS ELBOWS EXCEPT SWITCH COOLING/HEATING. FOR SUCTION LINE TRAP AT CONDENSING UNIT. VERIFY PIPE SIZES 7. COORDINATE THE INSTALLATION OF SMOKE DETECTORS WITH DIV. 16. WITH MANUFACTURER. 3. PROVIDE "BRONZ GLOW" PROTECTION ON UNIT CONDENSING COILS. 4. PROVIDE ANTI -CYCLE DEVICE 5. PROVIDE FUSED DISCONNECT WITH AUXILIARY CONTACTS. DESIGN PARAMETERS OUTSIDE AIR SUMMER- 95' DB / 78' WB WINTER- 41' DB INSIDE AIR SUMMER- TEMPERATURE 75' DB / 60% RH (UNCONTROLLED) WINTER- 'TEMPERATURE 68' DB VENTILATION RATES: 20 CFM PER OFFICE EMPLOYEE. BASED ON ASHRAE STANDARD 62-89 15 CFM PER PERSON AT RECEPTION AREA. BASED ON ASHRAE STANDARD 62-89 EXHAUST 50 CFM PER 'MATER CLOSET OR URINAL a LOUVER SCHEDULE PROVIDE LOUVERS AS MANUFACTURED BY GREENHECK MODEL ESK602, LOUVER SHALL BE 6" ALL ALUMINUM. PAINT TO MATCH EXISTING FINISH, PROVIDE INSECT SCREEN. rp I I -I I 8 MECHANICAL GENERAL NOTES & SPECIFICATIONS: MECHANICAL: 1. GENERAL A. PROVIDE LABOR AND MATERIALS TO PROVIDE A COMPLETE AND OPERATIONAL AIR CONDITIONING SYSTEM AS INDICATED. B. ALL WORK SHALL COMPLY WITH THE RULES AND REGULATIONS AS STATED BELOW: ALL GENERAL AND SPECIAL CODITIONS IN THE CONTRACT DOCUMENTS APPLY TO MECHANICAL SYSTEMS. ADDITIONALLY, ALL WORK SHALL COMPLY WITH THE 2001 FLORIDA BUILDING CODE, MECHANICAL, ORDINANCES AND REGULATIONS OF THE LOCAL AUTHORITY HAVING JURISDICTION, NATIONAL FIRE PROTECTION ASSOCIATION AND NATIONAL ELECTRICAL CODE. ALL EQUIPMENT SHALL CARRY THE UNDERWRITER'S LABORATORIES (UL) SEAL WHERE APPLICABLE. C. VISIT THE SITE PRIOR TO START OF WORK TO BECOME FAMILIAR WITH PROJECT CONDITIONS, 2. BASIS OF THE DRAWINGS A. BEFORE ORDERING OR PLACING NEW COMPONENTS, FIELD MEASURE AND VERIFY REQUIREMENTS FOR EXACT DIMENSIONS. ITEMS REQUIRING MODIFICATION TO THOSE SHOWN ON THESE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER IN A TIMELY FASHION. 3. DIRT AND DUST CONTROL ALL DUCTWORK SHALL REMAIN DUST AND DEBRIS FREE DURING CONSTRUCTION. CLEAN WITHIN DUCTWORK WHICH MAY HAVE BECOME SOILED DUE TO CONSTRUCTION. 4, INSTALLATION NOTES A. LOCATE NEW CONDENSING UNITS, AS NECESSARY TO ALLOW FOR PROPER SERVICE. THE NEW UNITS SHALL BE LOCATED ON 6" CURB AND ANCHORED TO SLAB. B. SEAL ALL PIPING AND DUCT PENETRATIONS OF WALLS. PENETRATIONS OF WALLS SHALL BE SEALED WITH WEATHERPROOF MATERIAL, 5. HANGERS AND SUPPORTS A. INSTALL HANGERS, SUPPORTS, CLAMPS, AND ATTACHMENTS AS REQUIRED TO PROPERLY SUPPORT DUCTWORK TO BUILDING STRUCTURE. B. INSTALL SUPPORTS IN COMPLIANCE WITH MSS SP -69 AND FACTORY FABRICATED IN ACCORDANCE WITH MSS SP -58. ALL COMPONENTS SHALL INCLUDE GALVANIZED COATINGS WHERE INSTALLED FOR PIPING AND EQUIPMENT THAT WILL NOT HAVE A FIELD APPLIED FINISH. 6. THERMAL INSULATION A. ALL INSULATION AND ADHESIVES SHALL HAVE A COMPOSITE FIRE AND SMOKE HAZARD RATING AS TESTED BY PROCEDURE ASTM E84, NFPA 255; AND UL 723 NOT EXCEEDING A FLAME SPREAD RATING OF 25 AND A SMOKE DEVELOPED RATING OF 50. B. INSULATE ALL DUCTWORK WITH 2" THICK RIGID FIBROUS GLASS INSULATION WITH A FOIL -SCRIM -KRAFT NON-COMBUSTIBLE FACING. INSULATION SHALL HAVE A "K" FACTOR OF .23 AT 75' F, WITH A MINIMUM R VALUE OF 6. C. INSULATE ALL CONDENSATE DRAIN LINES WITH A MINIMUM OF 3/4" THICK FLEXIBLE FOAMED PLASTIC UNICELLULAR TUBE INSULATION, INSULATION SHALL BE SLIPPED ONTO THE PIPE BEFORE FINAL JOINW,07, D. ALL INSULATION JOINTS MUST BE OVERLAPPED A MINIMUM OF 2" FOR ALL DUCTWORK APPLICATION. VAPOR BARRIER ADHESIVE REINFORCED WITH 4" GLASSFAB TAPE SHALL BE APPLIED AT ALL JOINTS. E. ALL PIPE INSULATION SHALL BE APPLIED TO PIPING WITH ALL JOINTS TIGHTLY FITTED TO ELIMINATE VOIDS, ALL JOINTS MUST BE SEALED WITH THE MANUFACTURER'S RECOMMENDED SEALANT. 7. HVAC EQUIPMENT A. INSTALL HVAC EQUIPMENT IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS. INSTALL UNITS LEVEL AND PLUMB AND FIRMLY ANCHORED IN LOCATIONS INDICATED, MAINTAIN MANUFACTURER'S CLEARANCES. B. THE COOLING CAPACITIES, CONTROLS, ETC, SHALL BE AS STATED ON SCHEDULE. C. ALL EXTERIOR MOUNTED CONDENSING UNITS SHALL BE COATED WITH "BRONZ GLOW" FOR CORROSION PROTECTION. 8. AIR CONDITIONING EQUIPMENT A. GENERAL UNITS SHALL BE RATED IN ACCORDANCE WITH ARI AND ASHRAE-15 AND SHALL BE UL LISTED AND FULLY ASSEMBLED. PROVIDE AS SCHEDULED. 9. REFRIGERANT LINES: A. PIPING: DEHYDRATED AND SEALED, SEAMLESS UNIFORMLY DEAD SOFT ANNEAL TO 1-3/8" O.D. OR HARD TEMPER ANNEALED, TYPE K COPPER TUBING CONFORMING TO ASTM B280. FITTINGS: REFRIGERANT GRADE, WROGHT COPPER, LONG RADIUS, BRAZED JOINT TYPE. BRAZING: SILVER BRAZING ALLOY AND NON -CORROSIVE FLUX, DESIGNATED FOR SILVER BRAZING. FILTER -DRIER: REMOVABLE CORE FILTER -DRIER IN LIQUID LINE WITH A FULL SIZE VALVED BYPASS, PROVIDE SHUT-OFF VALVES TO ISOLATE THE FILTER DRIER. SIGHT GLASS: PROVIDE A MOISTURE INDICATING SIGHT GLASS IN LIQUID LINE DOWNSTREAM FROM THE FILTER DRIER. SOLENOID VALVES: PRVIDE IN UPRIGHT POSITION IN HORIZONTAL LINES AS POSSIBLE. 9. CONDENSATE DRAIN A. PROVIDE SCHEDULE 40 PVC PIPE AND FITTINGS AND CONNECT TO SYSTEM SHOWN. 10. DUCTWORK A. ALL AIR DUCT SYSTEMS SHALL BE CONSTRUCTED OF ASTM A523, G90, GALVANIZED SHEET METAL W/ MINIMUM THICKNESS AS SPECIFIED BY SMACNA. B. ALL DUCT SEAMS AND JOINTS SHALL BE SEALED USING HIGH PRESSURE DUCT SEALING COMPOUND COVERING ALL MATING SURFACES. ALL JOINTS AND SEAMS SHALL BE WEATHERPROOF. C. PROVIDE 20 GAUGE EXTERIOR DUCT WITH CROSS BREAKS, 2" FIBROUS GLASS INTERNAL INSULATION AND 20 GAUGE GALVANIZED INTERNAL STEEL DUCT, FOR THE FIRST 10 FEET OF DUCTWORK FROM THE UNIT. D. DUCT SYSTEM SHALL BE PROPERLY SUPPORTED AND SECURELY FASTENED IN PLACE PER SMACNA. SUPPORTS OR FASTENERS SHALL NOT PENETRATE DUCT. 11. DUCTWORK ACCESSORIES A. PROVIDE TURNING VANES IN ALL RECTANGULAR 90 DEGREE DUCT ELBOWS, VANE CONSTRUCTION SHALL BE ACCORDING TO SMACNA HVAC DUCT CONSTRUCTION STANDARDS. B. PROVIDE VOLUME CONTROL DAMPERS AT EACH BRANCH DUCT AND AS NECESSARY FOR PROPER SYSTEM BALANCING. PROVIDE FACTORY FABRICATED VOLUME CONTROL DAMPERS COMPLETE WITH REQUIRED LOCKING HARDWARE AND ACCESSORIES. C. PROVIDE FLEXIBLE CONNECTIONS AT ALL FAN AND AIR HANDLING UNIT SUPPLY AND RETURN CONNECTIONS. 12. GENERAL A, CONTRACTOR IS RESPONSIBLE FOR PROVIDING A COMPLETE AND OPERATIONAL CONTROL SYSTEM, INCLUDING, BUT NOT LIMITED TO, CONTROL PANELS, INDIVIDUAL EQUIPMENT CONTROLS, THERMOSTATS, WIRING, PROGRAMMING, AND ASSOCIATED APPURTENANCES. SEE CONTROLS SHEET FOR ADDITIONAL INFORMATION. 13. TESTING, ADJUSTING, AND BALANCING A. PROVIDE TESTING AND BALANCING OF, THE SYSTEM, WHICH SHALL INCLUDE THE BALANCING OF THE AIR SIDE OF EACH UNIT, TEST AND BALANCE ALL AIR HANDLING SYSTEMS INSTALLED TO MATCH SCHEDULED SUPPLY, RETURN, AND EXHAUST AIRFLOWS WITHIN TOLERANCES SPECIFIED BY NEBB OR AABC. AIR HANDLING UNIT SCHEDULE PLAN MODEL TYPE FAN DATA COOLING COIL DATA ISTAT'CISOMANX PRESS. ES PLAN MARK MODEL N0. SA CFM OA CFM EXT. SP TOTAL SP MOTOR HP VOLT/ TOTAL MBH SEN. MBH AP MAX. EAT DB/WB LAT DB/WB ELECTRIC HEAT (KW) REMARKS AHU-1 TWE090 2050 420 1.0 1.8 1.5 208/3/60 71.0 52.0 1.0 81.3/66.2 56.0/54.0 9.96 SEE NOTES AHU-2 TWE090 2135 210 1.0 1.8 1.5 208/3/60 69.6 52.0 1.0 79.1/63.5 55.6/53.2 9.96 SEE NOTES AHU-3 TWE048 1450 250 0.6 1.4 0.5 208/3/60 52.9 39.7 1.0 84.8/67.9 55.0/53.6 4 SEE NOTES OPPOSED BLADE DAMPERS:YES WY/2''x /2" GRID C 000-150 86 2424 EXHAUST GRILLE NOTES: 1. BASIS OF DESIGN: TRANE 2. PROVIDE 2" PLEATED FILTERS, 3. PROVIDE FUSED DISCONNECT WITH AUXILIARY CONTACTS. FAN SCHEDULE PLAN MODEL TYPE TYPE CFM ISTAT'CISOMANX PRESS. ES MOTOR VOLT/ RF'M WATTS/HP PHASE DRIVE FAN TYPE SERVICE CONTROL BASIS OF DESIGN EF -1 SQ SERIES INLINE 325 0.25 7.2 1550 1/15 115/1 DIRECT RESTROOMS INTERLOCK AHU-1 FANN GREENHECK EF -2 SP SERIES INLINE 100 0.125 1.2 950 50 W 115/1 DIRECT JAN CLOSET INTERLOCK W/ AHU-3 FAN GREENHECK EF -3 & 4 S2 SERIES INLINE 4500 0.25 18.8 860 1/2 208/3 DIRECT WAREHOUSE ON/2 SPEEDTCFI GREENHECK NOTES: 1. PROVIDE SPEED CONTROL. 2. PROVIDE INTEGRAL DISCONNECT WITH OVERLOADS AND AUXILIARY CONTACTS. 3. PROVIDE BACKDRAFT DAMPERS. 3 1 4 1 5 4. PROVIDE MOTOR SIDE GUARD, WALL COLLAR, GRAVITY DAMPER, AND DAMPER GUARD FOR EF -3 AND EF -4. 6 I 1 8 � 9 AI AI CI EI f:I G1 HI 18 -SUE H f 5TOR ' MARK I DAVE I DESCRIPTION NOTES AIR DISTRIBUTION SCHEDULE TAG CFM NECK SIZE FACE SIZE LENGTH DESCRIPTION A 000-110 64 2424 SUPPLY DIFFUSER 111-240 84 2424 BASIS OF DESIGN: TITUS TDC-AA SUPPLYING ALL. MATERIALS AND PRODUCTS WHICH 241-420 104 24x24 COLOR: WHITE 421-620 124 2424 MATERIAL: ALUMINUM OPPOSED BLADE DAMPERS: NO 621-750 144 24x24 BACK PAN SIZE: 18x18 751-980 164 2424 981-1200 18x18 48x24 B 000-200 1Ox10 12x12 RETURN GRILLE 201-800 20x20 2424 BASIS OF DESIGN: TITUS 50F 801-1199 22x22 2424 COLOR: WHITE 1200-3000 46x22 48x24 MATERIAL: ALUMINUM OPPOSED BLADE DAMPERS:YES WY/2''x /2" GRID C 000-150 86 2424 EXHAUST GRILLE 151-250 10x10 2424 BASIS OF DESIGN: TITUS 50F 251-450 12x12 2424 COLOR: WHITE 451-800 16x16 2424 MATERIAL: ALUMINUM OPPOSED BLADE DAMPERS:YES 801-1900 2424 2424 1/2 )1 GRID 1901-2900 48x24 48x24 NOTES: 1. AIR DISTRIBUTION DEVICES LOCATED WITHIN ACOUSTICAL TILE CEILINGS SHALL BE PROVIDED WITH BORDER TYPE 3 FOR LAY -IN MOUNTING. AIR DISTRIBUTION DEVICES LOCATED WITHIN GYPSUM BOARD CEILINGS OR WALLS SHALL BE PROVIDED WITH BORDER TYPE 1 FOR SURFACE MOUNTING. REFER TO ARCHITECTURAL DOCUMENTS FOR CEILING TYPES. 2, AIR DISTRIBUTION DEVICES LOCATED IN SMALL ROOMS WHERE FULL 24"x24" GRID ARE NOT AVAILABLE SHALL BE PROVIDED WITH SURFACE MOUNTING BORDERS IN LIEU OF LAY -IN. SECURE EACH DEVICE TO CEILING GRID WITH FIELD -FABRICATED SUPPORTS, 3. INSULATE THE BACK OF ALL SUPPLY AND RETURN AIR DEVICES. 4, PROVIDE ALL ALUMINUM CONSTRUCTION. 8 � 9 AI AI CI EI f:I G1 HI 18 -SUE H f 5TOR ' MARK I DAVE I DESCRIPTION NOTES DATE 09-19-03 Tilden Lobnitz Cooper James C Mullen 874 Dixon Blvd. 60195 Cocoa, Florida 32922 321.636.0274 ENGINEERING WWWtic-engineers.com ORITECTU0.E 1HESE DOMENTS AND TIM CONIENTS ARE DHE PFEQIM OF HOIDIAN SIMM ARCHTE M MIG. 0" AND ARE WO ONLY FOR 1HE EB #0000015 TLC Number: 503056 SPECFIC PROJECT NOTED ON THESE DOCI TIENT . ANY REVISIONS. WRODlN7TIONS OR MOO111CAMNS OF THESE DOCINEM Ma1HWT THE EFRESS WRITTEN CONSENT OF HSA 1S PROIMeITED BY LAW Seal IT IS THE RESPONSIBILITY OF: THE CONTRACTORS TO REVIEW THE COMPLETE ARCHITECTURAL AND ENGINEERING PACKAGE, COORDINATING AND SUPPLYING ALL. MATERIALS AND PRODUCTS WHICH ARE CONSIDERED PART Or- THEIR TRADE. CONTRACTORS SHALL NOT RID OR BUILD FROM PARTIAL SETS. 5I;P,IC:rHT HOUSE N TW0f;,: C5 5ANFORID OPERATION5 CENTER 5ANFORD, FLORIDA AA C400M flOLUAP SUS AP A P C t1 I T t C T S 2MM 13. W4YNKY M -ACE, WrM 100 PH" MISMOUMM?, E1.OR PA 32M (321) 1W111d 1 I I C 44N I C A L NOTE 5 ,SNI) S C H E D U L E5 DATE 09-19-03 oR JJ APPR JCM CK JCM PROD COPYRIGHT Q STATEMENT 1HESE DOMENTS AND TIM CONIENTS ARE DHE PFEQIM OF HOIDIAN SIMM ARCHTE M MIG. 0" AND ARE WO ONLY FOR 1HE SPECFIC PROJECT NOTED ON THESE DOCI TIENT . ANY REVISIONS. WRODlN7TIONS OR MOO111CAMNS OF THESE DOCINEM Ma1HWT THE EFRESS WRITTEN CONSENT OF HSA 1S PROIMeITED BY LAW 15 IG 10 IE IF i 2 3 4 N ", 6 ro ACCESS HATCH (SEE ARCH. DRAWINGS) .A PROVIDE 1/s" RODS AND VIBRATION ISOLATORS, (4 REQUIRED) —� MECHANICAL FLOOR PLAN I C FLEXIBLE CONNECTION (TYP.) 2 i 8I 9 1 10 OUTSIDE AIR SMOKE DETECTOR AS REQUIRED (TYP) FLEX CONNECTION REFRIGERANT VOLUME DAMPER � LINES 36x16 (TYPICAL) J/ OA LOUVER ff PROVIDE BIRDSCREEN Tidi 11 11 717 n 18 x16n EA LOUVER 325 CFM PROVIDE BIRDSCREEN NOTE: SEE PLUMBING DRAWINGS FOR CONDENSATE DRAINS AND REFRIGERANT LINES DN PIPING LAYOUT. (FOR CONT. SEE E N LA R C E D MEZZAN I N E MECH. FLOOR PLAN ON THIS DWG) RETURN AIF v SUPPLY AIR FJ� MEZZANINE/FLOOR UNISTRUCT P2481 PIPE BRACKET ANCHOR UNISTRUT SUPPORT TO FLOOR PROVIDE DRAIN PAN WITH FLOAT SWITCH CONDENSATE DRAIN (INSULATED) SEE PLUMBING DRAWING AHU-1 & 2 INSTALLATION N.T.S. TO AHU COOLING COIL LINE ONLY) INSULATION (SUCTION MAXIMUM 2 PIPES PER CONDUIT, TYP. SEAL WATER -TIGHT CONDENSING UNIT 6 ABOVE 6 ABOVE GRADE J ON CONCRETE PAD �-� r------�� FINISHED MEZZ. MECHANICAL PLAN FLOOR LIQUID AND SUCTION LINES 1/4„ = 11-0” UP FROM BELOW GRADE �; -__� LIQUID AND SUCTION LINES UNDER GRADE ENCASED IN SCHEDULE 40 PVC PIPE CONDUIT, REFRIGERANT LINES IN PVC PIPE SHALL BE SOFT COPPER, SEAMLESS WITHOUT JOINTS. REFRIGERANT PIPING DIAGRAM ATTAl'LJ T!% CTDIInTIIDC N.T.S. RETURN AIR SUPPL� AIR SMOKE DETECTOR—\ PRIMER PLUG UNION FLEX CONNECTION DRAIN PAN (FURNISHED DUCT HEATER CLEAN OUT lil WITH UNIT) REFRIGERANT PITCH DOWN LINES TOWARD DRAIN ---x I UNISTRUT PIPING LOCKNUT (TYP) -, s 874 Dixon Blvd. v Cocoa, Florida 32922%t PH- 321.636.0274 A �`` "' CV/ 9 E NG II N E E RT NSG WWW.tIC-engineers.conl wwww. #0000015 TLC Number: 503056 1 1 SUPPORT Seal IT IS THE RESPONSIBILITY OP THE CONTRACTORS TO REVIEW THE COMPLETE ARCHITECTURAL AND ENGINEERNG PACKAGE, COORDINATING AND SUPPLYING ALL MATERIALS AND PRODUCTS WHICH ARE CONSIDERED PART OF THEIR. TRADE. CONTRACTORS SHALL NOT BID OR BUILD FROM PARTIAL SETS. L� PIPE HANGER DETAIL X NTS ►i �� 11Ox8 DIMENSIONS �r ANN �I 1 . � EA 1 THERMOSTATIC 18x16 RA SEE ENLARGED EXPANSION VALVE (TYP) i 8I 9 1 10 OUTSIDE AIR SMOKE DETECTOR AS REQUIRED (TYP) FLEX CONNECTION REFRIGERANT VOLUME DAMPER � LINES 36x16 (TYPICAL) J/ OA LOUVER ff PROVIDE BIRDSCREEN Tidi 11 11 717 n 18 x16n EA LOUVER 325 CFM PROVIDE BIRDSCREEN NOTE: SEE PLUMBING DRAWINGS FOR CONDENSATE DRAINS AND REFRIGERANT LINES DN PIPING LAYOUT. (FOR CONT. SEE E N LA R C E D MEZZAN I N E MECH. FLOOR PLAN ON THIS DWG) RETURN AIF v SUPPLY AIR FJ� MEZZANINE/FLOOR UNISTRUCT P2481 PIPE BRACKET ANCHOR UNISTRUT SUPPORT TO FLOOR PROVIDE DRAIN PAN WITH FLOAT SWITCH CONDENSATE DRAIN (INSULATED) SEE PLUMBING DRAWING AHU-1 & 2 INSTALLATION N.T.S. TO AHU COOLING COIL LINE ONLY) INSULATION (SUCTION MAXIMUM 2 PIPES PER CONDUIT, TYP. SEAL WATER -TIGHT CONDENSING UNIT 6 ABOVE 6 ABOVE GRADE J ON CONCRETE PAD �-� r------�� FINISHED MEZZ. MECHANICAL PLAN FLOOR LIQUID AND SUCTION LINES 1/4„ = 11-0” UP FROM BELOW GRADE �; -__� LIQUID AND SUCTION LINES UNDER GRADE ENCASED IN SCHEDULE 40 PVC PIPE CONDUIT, REFRIGERANT LINES IN PVC PIPE SHALL BE SOFT COPPER, SEAMLESS WITHOUT JOINTS. REFRIGERANT PIPING DIAGRAM ATTAl'LJ T!% CTDIInTIIDC N.T.S. RETURN AIR SUPPL� AIR SMOKE DETECTOR—\ PRIMER PLUG UNION FLEX CONNECTION DRAIN PAN (FURNISHED DUCT HEATER CLEAN OUT lil WITH UNIT) REFRIGERANT PITCH DOWN LINES TOWARD DRAIN ---x I UNISTRUT PIPING LOCKNUT (TYP) -, James C Mullen 874 Dixon Blvd. 60195 Cocoa, Florida 32922%t PH- 321.636.0274 A �`` "' CV/ 9 E NG II N E E RT NSG WWW.tIC-engineers.conl r /Wo�EB #0000015 TLC Number: 503056 Y SUPPORT Seal IT IS THE RESPONSIBILITY OP THE CONTRACTORS TO REVIEW THE COMPLETE ARCHITECTURAL AND ENGINEERNG PACKAGE, COORDINATING AND SUPPLYING ALL MATERIALS AND PRODUCTS WHICH ARE CONSIDERED PART OF THEIR. TRADE. CONTRACTORS SHALL NOT BID OR BUILD FROM PARTIAL SETS. TYPICAL PIPE HANGER DETAIL X NTS DIMENSIONS P = PRESSURE INSID*AAHU-- THERMOSTATIC CASING (IN. WG) SEE ENLARGED EXPANSION VALVE (TYP) Y = P + 2" MEZZANINE X = Y MECHANICAL CONDENSATE DRAIN PLAN ON THIS DRAWING ATC 'O/\ I�,,, TRAP DETAIL REFRIGERANT LINES WITHIN \ 3" PVC PIPE SLEEVE p�Tc N.T.S. \ \ \ OR \ \ \\ CU -3 SIGHT GLASS (OPT) �\ SUCTION TRAP SOLENOID VALVE FLEXIBLE DUCT \ \ CU-1ISOLATION FILTER DRIER VALVE (TYP) FLEX DUCT CLAMP — \ CONCRETE PAD SUPPORT CU TO PAD CONDENSING UNIT SPIN - IN FITTING USING CONCRETE REFRIGERANT PIPING DIAGRAM WITH SCOOP AND VOLUME DAMPER A CU -2 SCREWS. (TYP) -8i STUB -UP PIPE SLEEVE NTS WALL ` FLOOR DRAIN (SEE PLUMBING) ,ONDENSATE DRAIN (INSULATED) AI 51 CI SMOKE DETECTOR AS REQUIRED (TYPICAL) OUTSIDE AIR VOLUME DAMPER FLOOR SLAB INSTRUT P2481 PIPE BRACKET ANCHOR UNISTRUT SUPPORT TO FLOOR AHU-3 INSTALLATION. N.T.S. SUPPORT FROM STRUCTURE ABOVE WIRE SUSPENSION SYSTEM SUPPLY AIR -}- 6 ABOVE CONCRETE PAD (TYP) DUCT 1" WIDE STRAPS, `-CONNECT TO EXHAUST DUCTWORK DUCTWORK AIR TIGHT THICKNESS PER STRUCTURE ABOVE W/TRANSREQUREDITIONS (TYP.)AS FROM DISCHARGE [SEAL TO DISCHARGE LOUVER ANGLE x1/4" SMACNA PRESSURE UCT INSULATION ANGLE (AS CLASS REQUIRED BY SMACNA PER ''� DUCT AIR FLOW WIDTH & GAGE) \\ IN-LINE FAN IF PERMISSIBLE NUT&BOLT STRAP TO DUCT \ W/ WASHER TYP BOTH SIDES, TOP & BOTTOM IN --LINE EXHAUST DUCT SUPPORT DETAIL FAN INSTALLATION N.T.S. N.T.S. NOTE: DUCT SUPPORT SHALL BE OUTSIDE DUCT INSULATION 2 I 3 I 4 I 5 MOTOR & DRIVE ------ -I BACKDRAFT DAMPER ° ° IAIR FLOW SAFETY GUARD I-'�---- I I I� I I I I DAMPER GUARD WALL SLEEVE --/ WALL PROPELLER EXHAUST FAN INSTALLATION N.T.S. 6 I f 1-1/2" MINIMUM =� INSULATE BACK OF METAL GALV. SADDLE DIFFUSER OR GRILLE _ (DO NOT TAPE TO T -BAR) INSULATE SPIN - IN WITH ; i 2" THICK INSULATION WITH r; VAPOR BARRIER LEAVING I "' , • OPPOSED BLADE DAMPER OPERATOR ACCESSIBLE ,i'' �, ` DAMPER PROVIDE 2 STANDOFF �................... -........................................... ............. .� I ..................... ............ ............. ...................... . LAY -IN TILE CEILING FIXTURE WHERE APPLICABLE AIR FLOW DUCT DIFFUSER TYPICAL DETAIL N.T.S. www�.ow EI G1 14 ISSUE HISTORY MARK I DATE I DESCRIPTION NOTE5 DATE 09-19-03 Tilden Lobnitz Cooper James C Mullen 874 Dixon Blvd. 60195 Cocoa, Florida 32922%t PH- 321.636.0274 A �`` "' CV/ 9 E NG II N E E RT NSG WWW.tIC-engineers.conl r /Wo�EB #0000015 TLC Number: 503056 Seal IT IS THE RESPONSIBILITY OP THE CONTRACTORS TO REVIEW THE COMPLETE ARCHITECTURAL AND ENGINEERNG PACKAGE, COORDINATING AND SUPPLYING ALL MATERIALS AND PRODUCTS WHICH ARE CONSIDERED PART OF THEIR. TRADE. CONTRACTORS SHALL NOT BID OR BUILD FROM PARTIAL SETS. RIC -;PT POUSE NETWOR<5 5ANFORID OPERATIONS CENTER 5ANFORD, FL.ORVA AA UNIMN t1OLf/V1An SMAH A P C tl I Tf�_ C T S 2101 & IIWAYMY M AM, SWM IW M40M hIKAOl,llRNII!, FLORIDA 32M (32u 160-11101 1 I C P AN I C A L FLAN5 AND DETAILS DATE 09-19-03 IR JJ ,� JCM CK JCM PROD COPYRIGHT © STATEMENT 1NESE DOCUAEMS AND 7MR CD rMM ARE TIE PROPMN W N DIM MIM Aaa#MM W. 0" NO AE W" MY wR DIE M-2 SPfM PROJECT NOTED ON 1FESE DOCUM MM ANY REVISIONS, REPRODUC110NS OR MODF10AMM OF THESE DOCIAE M 1MMM TIE EM ESS IIRTTNEN CONSENT OF NSA IS NWHOW BY LAW 17OF r � V UJ IC I1p 115 11= IG H n Q0 1 Z 4 g 9 h PLUMBING FIXTURE SCHEDULE MARK DESCRIPTION - WASTE CW HW VENT REMARKS BASIS OF DESIGN ^ -CONNECTION, BOTTOM AFG -ABOVE FINISH GRADE 1-1 /4" D FLOOR MOUNTED, ADA COMPLIANT, ENLONGATED FRONT AMERICAN STD. 2216.143, TANK 4072.015 WC -1 WATER CLOSET 4,f t/z, -- 2" BOWL, WITH SUPPLY STOPS AND FITTINGS BOWL 3107.011, SEAT OLSONITE 395 4" 1/2" AP 2" FLOOR MOUNTED, ENLONGATED FRONT BOWL AMERICAN STD. 2174.014, TANK 4014.014 WC -2 WATER CLOSET BOP -BOTTOM OF PIPE WITH SUPPLY STOPS AND FITTINGS BOWL 3054.018, SEAT OLSONITE 395 BTU -BRITISH THERMAL UNIT RWL -RAINWATER LEADER " VITREOUS CHINA, WALL -HUNG, ADA COMPLIANT, AMERICAN STD. 0356.015 L-1 LAVATORY I " 1 /4 I " /z I " /z t 1 /4 FRONT OVERFLOW FAUCET: CHICAGO 404-A317CP -ELBOW, 90 - CFM -CUBIC FEET PER MINUTE - - -DOMESTIC COLD WATER VITREOUS CHINA, COUNTERTOP, SELF RIMMING, AMERICANCHICAGO 0475.020 L_2 LAVATORY I „ 1 /4/z 1/2" I „ t " 1 /4 ADA COMPLIANT, RIMLESS OVAL 20x17 -EXTERIOR HOSE BIBB - LAVATORY 11/4" 1/z" 1/2 11/4" VITREOUS CHINA, COUNTERTOP, STD, 020 AMEFAUCET: L-3 FD -FLOOR DRAIN :: W - -FLOOR CLEAN OUT RIMLESS OVAL 20x17 CHICAGO 404AN -A317CP FPM -FEET PER MINUTE woo I1_ -WALL CLEAN OUT -REDUCER, CONCENTRIC COMPACT WALL MOUNTED WITH INTEGRAL TRAP, ADA AMERICAN STD. 6561.017 TRIMBROOK 1.0 U-1 URINAL 2" 3j4' __ It/z" COMPLIANT, LOW WATER CONSUMPTION FAUCET: SLOAN 186-1 3j4" It/z" COMPACT WALL MOUNTED WITH INTEGRAL TRAP, AMERICAN STD.6586611017 TRIMBROOK 1.0 U-2 URINAL 2" __ LOW WATER CONSUMPTION : -BALL VALVE IN RISER STAINLESS STEEL, SINGLE BOWL, SINGLE CONTROL ELKAY DLR SERIES S-1 SINK 11/z" I/i' 1/2" 11/2" FAUCET FAUCET- CHICAGO 2300-8CP MBH -THOUSAND BTU PER HOUR 1/2' 1/z" 11/2" FLOOR MOUNTED, MOLDED STONE, ONE-PIECE BASIN FIAT MSB 24x24 MS -1 MOP SINK 3" MV -MIXING VALVE 10" HIGH WALLS FAUCET: CHICAGO 897 -CP -- -TEE, OUTLET UP NC -NORMALLY CLOSED -CAP, GROOVED D PROVIDE WITH TYPE ZURN - ZN-415-P-AA FD -1 FLOOR DRAIN 3" __ __ 1t/z. B STRAINER NTS -NOT TO SCALE PLASTIC ODDITIES FD -2 FLOOR DRAIN (MECHANICAL) 2" -- -- -- -- PDS -2001F -PRESSURE REDUCING VALVE 2" LEGEND MAY NOT PERTAIN __ __ CAST IRON BODY JOSAM 31122 BRONZE TOP FD -3 FLOOR DRAIN __ -PSI GAGE PVC -POLYVINYL CHLORIDE PIPE CHICAGO IHB INTERIOR HOSE BIBB -- 1 ;" /z -- -- �/a' HOSE OUTLET POLISHED CHROME 293--E27 BRASS CONSTRUCTION WITH BOX AND DOOR, 3/4 HOSE ORD EHB EXTERIOR HOSE BIBB __ IN, __ CONNECTION, BACKFLOW PREVENTER MOOD 3/4 EWC-1 ELECTRIC WATER COOLER lW1 1/z" -- 11/4" STAINLESS STEEL CONSTRUCTION ELKAY MODEL EHFSA8 CO CLEAN-OUT (FLOOR, WALL, EXTERIOR) VARIES -- -- -- W/STAINLESS STEEL COVER FOR .WALL OUTLETS ZURN, JOSAM OR JR SMITH -- ICE MACHINE -- 1/z" -- -- FURNISHED BY OWNER -- NOTES: 1. PROVIDE PLUMBING FIXTURES AND TRIM AS SPECIFIED, 1 2 3 ABBREVIATIONS MARK SERVICE PLUMBING LEGEND CAPACITY AFF -ABOVE FINISH FLOOR _ S _ -SANITARY SEWER UNDERGROUND ^ -CONNECTION, BOTTOM AFG -ABOVE FINISH GRADE 1-1 /4" D Y ENGINEERING PACKAGE, COORDINATING AND SUPPLYING ALL MATERIALS AND PRODUCTS WHICH ARE CONSIDERED PART OF THEIR TRADE. S -SANITARY SEWER - I ,- -CONNECTION, TOP AHU -AIR HANDLING UNIT AP -ACCESS PANEL -STORM SEWER UNDERGROUND -COUPLING(JOINT) BOP -BOTTOM OF PIPE -COUPLING, GROOVED BTU -BRITISH THERMAL UNIT RWL -RAINWATER LEADER � -CENTER LINE ---------- V---------- -SANITARY VENT -CROSS AT -CHANGE IN TEMPERATURE ----" CD -'---' -CONDENSATE DRAIN -ELBOW, 90 - CFM -CUBIC FEET PER MINUTE - - -DOMESTIC COLD WATER -ELBOW, 45' DN -DOWN -- -DOMESTIC HOT WATER C -ELBOW, TURNED DOWN EHB -EXTERIOR HOSE BIBB - -DOMESTIC HOT WATER RETURN 0- - -ELBOW, TURNED UP EXP -EXPANSION FCO FD -FLOOR DRAIN :: W - -FLOOR CLEAN OUT -LATERAL FPM -FEET PER MINUTE woo I1_ -WALL CLEAN OUT -REDUCER, CONCENTRIC GPM -GALLONS PER MINUTE -BALL VALVE GV -GATE VALVE -UNION HB -HOSE BIBB HW -HOT WATER -BALL VALVE IN RISER -TEE IW -INDIRECT WASTE -BUSHING MBH -THOUSAND BTU PER HOUR �� -�- -TEE, OUTLET DOWN C -CAP MV -MIXING VALVE -�- -- -TEE, OUTLET UP NC -NORMALLY CLOSED -CAP, GROOVED D 1-F- - -45' PIPE RISER)/DROP(D) NO -NORMALLY OPEN NTS -NOT TO SCALE OD -OVERFLOW DRAIN PRV -PRESSURE REDUCING VALVE NOTE: SOME SYMBOLS SHOWN ON THIS LEGEND MAY NOT PERTAIN TO THIS PROJECT. PSI -POUNDS PER SQUARE INCH PSIG -PSI GAGE PVC -POLYVINYL CHLORIDE PIPE RPM -REVOLUTIONS PER MINUTE ELECTRIC WATER HEATER SCHEDULE MARK SERVICE MANUFACTURER MODEL CAPACITY VOLTAGE KW EWH-1 RESTROOMS A.O. SMITH DEL -15 15 GAL 240/3 (2) 4.0 KW 1-1 /4" D 61 TO 113 ENGINEERING PACKAGE, COORDINATING AND SUPPLYING ALL MATERIALS AND PRODUCTS WHICH ARE CONSIDERED PART OF THEIR TRADE. * NON -SIMULTANEOUS DUAL ELEMENT OPERATION NOTES: MAXIMUM HOT WATER TEMPERATURE FROM ELECTRIC WATER HEATER TO BE 110' UNLESS OTHERWISE NOTED. SHOCK ABSORBER SCHEDULE PIPE SIZE PDI STANDARD FIXTURE UNIT CAP. 1/2' A 1 TO 11 3/4" B 12 TO 32 1" C 33 TO 60 1-1 /4" D 61 TO 113 NM IN LONG WATER LINE BRANCHES, ADDITIONAL WATER HAMMER ARRESTER IS RECOMMENDED. THE SUM OF F.U. RATINGS OF WATER HAMMER ARRESTERS SHALL BE EQUAL OR GREATER THAN THE DEMAND OF THE BRANCH. PLUMBING GENERAL NOTES: 1. ALL WORK SHALL COMPLY WITH THE RULES AND REGULATIONS AS STATED BELOW: -FLORIDA BUILDING CODE - PLUMBING, 2001 EDITION -NFPA 70 - NATIONAL ELECTRICAL CODE, 1996 EDITION 2. PIPE ROUTING SHOWN IS SCHEMATIC AND IS NOT INTENDED TO INDICATE EXACT ROUTING AND ANY ADDITIONAL OFFSETS AND FITTINGS MAYBE REQUIRED FOR PROPER INSTALLATION AND TO MAINTAIN CLEARANCES. VERIFY STRUCTURAL, MECHANICAL AND ELECTRICAL INSTALLATIONS AND OTHER POTENTIAL OBSTRUCTIONS AND ROUTE PIPING TO AVOID INTERFERENCES 3. CONCEAL PIPING ABOVE CEILINGS, WITHIN WALLS OR CHASES. PROVIDE ACCESS PANELS FOR ALL VALVES CONCEALED IN WALLS OR ABOVE NON-ACCESSABLE CEILINGS, 4. SLEEVE AND FIRE STOP ALL PENETRATIONS OF RATED WALLS, FLOORS, CEILINGS AND ROOFS, FLASH AND COUNTER FLASH ROOF PENETRATIONS. 5. PROVIDE HANGERS AND SUPPORTS AS NECESSARY AND AS RECOMMENDED BY CODE. 6. PROVIDE FOUNDATION PAD PENETRATION SLEEVES. ALLOW 1" MINIMUM CLEARANCE BETWEEN SLEEVE INSIDE SURFACE AND PIPE EXTERIOR. 7. SEE ARCHITECTURAL DRAWINGS FOR FIXTURE LOCATIONS AND MOUNTING HEIGHTS. 8. PROVIDE TRAP FILLER FOR FLOOR DRAIN TRAP SEALS OR DEEP SEAL TRAPS. 9. MOUNT HOSE BIBBS 24" ABOVE FINISH GRADE, 10, ALL EXPOSED PIPE AND FITTINGS BELOW SINKS OR LAVS IN FINISHED AREAS SHALL BE CHROME PLATED BRASS. 11. PROVIDE CLEANOUTS AT THE BASE OF ALL STACKS AND IN ACCORDANCE WITH APPROPRIATE CODES AND REGULATIONS. 12. COORDINATE EXACT FLOOR DRAIN LOCATIONS WITH ARCHITECTURAL DRAWINGS. SET FLOOR DRAINS BELOW FINISH FLOOR TO ALLOW FOR FLOW OF WATER TO THE DRAIN. 13. COORDINATE PIPING WITH ALL ELECTRICAL EQUIPMENT (PANELS, TRANSFORMERS, ETC.) PRIOR TO ANY INSTALLATION, DO NOT ROUTE ANY PIPING OVER ANY ELECTRICAL PANELS UNDER ANY CIRCUMSTANCES. ANY PIPING RUN OVER PANELS SHALL BE REROUTED AT NO ADDITIONAL COST. 14. ALL DOMESTIC WATER SHUT-OFF VALVES TO BE BALL TYPE. (MADE IN U.S.A.) 15. PROVIDE THE FOLLOWING ACCESSORIES FOR ALL PLUMBING FIXTURES: - 17 GAUGE CHROME PLATED, CAST BODY P -TRAPS, TUBULAR WALL BEND AND ESCUTCHEON - GRID DRAINS AND STRAINERS - CHROME PLATED BRASS - SOLID BRASS ANGLE STOPS WITH ROUND WHEEL HANDLE IN ALL AREAS EXCEPT IN GANG TOILETS WHERE LOOSE KEY SHALL BE USED. - CHROME PLATED COPPER ESCUTCHEON TUBE WITH BELL FLANGE. - PROVIDE PROWRAP ADA APPROVED TRAP AND PIPE JACKETS, ANTI MICROBIAL VINYL, WHITE IN COLOR FOR ALL HANDICAP SINKS AND LAVATORIES. 16. PVC PIPE SHALL NOT BE USED IN AIR PLENUM AREAS. 17. USE COPPER TYPE "K" UNDER CONCRETE AND TYPE "L" ABOVE CONCRETE. 18. USE DOMESTIC FULL PORT 600 WOG, BALL VALVE ON PIPE 1/2" TO 2". 19, ALL VALVES LARGER THAN 2" SHALL BE OF THE BUTTERFLY TYPE. 20. ALL CONNECTIONS AT WATER METERS, BACKFLOW DEVICES, AND APPLIANCES SHALL BE MADE USING UNIONS. 21. ALL PIPE HANGERS AND SUPPORTS TO BE FACTORY FABRICATED, AND COMPLY TO STANDARD PLUMBING CODE REQUIREMENTS, 22. PROVIDE SHUT OFF VALVE FOR EACH GROUP OF FIXTURES. 23. USE WATTS 909 OR AMES 4000 SS BACKFLOW DEVICE OR OWNER APPROVED EQUAL. 24. USE VICTAULIC FITTINGS ON ALL MAIN LINES WHEN APPLICABLE. 25. ALL COPPER JOINTS UNDER CONCRETE SLAB TO BE SILVER SOLDERED, 26. ALL DRAINAGE PIPES SHALL BE SCHEDULE 40 PVC. NO FOAM CORE PVC. 27. INSTALL CLEANOUTS EVERY 50 FEET ON 4" DRAIN LINES, AND AT BASE OF EACH VENT, 28. ALL COPPER WATER LINES RUNNING THROUGH METAL STUDS TO BE PROTECTED BY METAL STUD INSERTS. 29. NO OFFSET FLANGE AT TOILET WASTE CONNECTION AT FLOOR WILL BE ALLOWED, 4 1 5 1 6 1 1 t a 1 9 1 10 112 DI EI FI HI 1 SSUE H 15TORY MARK 1 DATE I DESCRIPTION NOTES DAM 09-19-03 Tilden Lobnitz Cooper James C Mullen 874 Dixon Blvd. Cocoa, Florida 32922G� 60195 PHI 321.636 . 0274 COPYRIGHT Q STATEMENT UN DWAIENTS AND MR CONIENTS ARE THE PROPM Y OF NOLEYAN SDMMI ARC1ilMIN W. 0" MO AAE IS 0 ONLY FOR 1W ENGINEERING FOR ARCHITECTURE www.tic-engineers.com I I � o I EB #0000015 TLC Number: 503056 Seal IT IS 714E RESPONSIBILITY OF THE CONTRACTORS TO REVIEW THE COMPLETE ARCHITECTURAL_ AND ENGINEERING PACKAGE, COORDINATING AND SUPPLYING ALL MATERIALS AND PRODUCTS WHICH ARE CONSIDERED PART OF THEIR TRADE. CONTRACTORS SHALL NOT 15ID OR 15UILP FRONT PARTIAL SETS. BRIC�NT HOU5E NETWORKS SANFORD OPERAtIONB CENTER SANFORD, FLORIDA AA CVVM -HOLtflAn SMAn A P C -H I T t C T S 21m1 & WAYMY M.4M SUrtf! Irk M40M hELOCUFM'., FLORIDA 32M (321) 1d6 -1W1 F IJ A N S I* I G IB ^- TE e I IAN E) 5CHEDULEJ DAM 09-19-03 DR JJ AM DNR CK DNR PROJ COPYRIGHT Q STATEMENT UN DWAIENTS AND MR CONIENTS ARE THE PROPM Y OF NOLEYAN SDMMI ARC1ilMIN W. 0" MO AAE IS 0 ONLY FOR 1W SPECIFIC PROJECT NOTED ON IFESE DOCUIENM ANY REMSIONS, REPRODUCTIONS OR MOD:ICAIM OF IFESE D00AERIS KhlOM INE EXPRESS WRITTEN CONSENT OF NSA IS PRa#DM BY LAW. Or- 15 IF I 2 3 4 5 b i I I I I i EHB I I SEE CIVIL DWGS) 3/ " 4 1, "At 11/4' 1/2" 11/4 1" ICE MACHINE 3/4" EWFI-1 11/2, 11/4, 11/4' 1/2' EWC-1 4 E 3/4, MS_ 1 11/4' -' MAKER A" 1/2' 2 S-1 1" 3 3/4" /2 3/ n i I 1/2" ` Ty �`1" LL3 /4 �` EL L=3 EHB U,2 IHB 3/4' 1 W-2 � LL_1 WC -1 WC- 2 WC -1 L_1 DOMESTIC WATER RISER NTS 2"CD (FOR CONT. _ SEE CIVIL DRAWINGS) CW RISER WITH SHUT–OFF VALVE IN RISER 11/2"CW SERVICE 32 GPM (FOR CONT. SEE CIVIL DWGS) 12" DIAMETER X 4" THICK CONCRETE COLLAR (IN AREAS WITH NO SLAB) F —rrr=m—rr, rrrM r a JI I I=III=111_1 1I- 1=1 I 1—1 11--111=1 ' III—IIID--ITi—IIT I I I --I I I—I 11=1 v—iTi=i i r -iii- - CAST IRON LONG SWEEP 1/4 BEND OR COMB "Y" + 1/8 BEND , SEE PLANS SCORIATED CLEANOUT COVER (ZURN – Z-1406) CLEANOUT PLUG 17 Fr Fri ' I=1II_-111= I- _iiitlliiitlliiil_ CAST IRON EXTENSION SAME SIZE AS SANITARY UP TO 6" DIA. EXTERIOR CLEANOUT DETAIL NTS ' - 2" CD (FOR CONT. NOTE: PROVIDE CORROSION RESISTANT CLEANOUT FOR ACID WASTE PIPING. SEE CIVIL DWGS) TE THREADED CLEANOUT ED WALL SURFACE COVER AND FRAME DETAIL -WALL CLEANOUT GALVANIZED PIPE HANGER (SEE SPECS.) 1 SHEETMETAL .E W/FLARED I NTS IINSULATED PIPE --I DETAIL —INSULATED PIPE HANGER NTS DRAIN 1 1/4" FRAME WELDEE 4"X4"X' PLATE 11/4, 3 VTR I \2 \ \ EWC-1 \ � � WCO 11/4„ i % �� 2"2 "loe �" 2„ 1 �� jl�2n / MS -1 I \1\\\ �� I UU=1 �� I S-1 �/ n I 211 2 r I 1-11 3 S 11/4 I U ) / FD- 1 I WC- 2 1— WCO L-3 i/ 1 3„ L 3 —3 I 2n��j11/4 _`I W� I WC– i FD– ��4„ 4n 3» WC_ L=. �4n / "o, �4" 2., `-4„ SANITARY RISER NTS T & P RELIEF VALVE DRAIN PAN HOSE END SIUL LLLV. DRAIN VALVE METAL DECK NOTE: PROVIDE 2 LAYERS OF "ARMAFLEX" 1 1/4" L IRON 3/4" INSULATION ON ALL ANGLE WELDED ME ALL 6'-6" MIN. IRON SUPPORTS, TO FLOOR 1" DRAIN (COPPER) 4"X4"X1 /4" PLATE SPILL FRONT ELEV. ANCHOR TO TO JANITOR SINK WALL, 4 PLACES EA. PLATE ELECTRIC WATER HEATER SUPPORT DETAIL NTS NOTE: INSULATE ALL RELIEF DRAIN PLUMBING WALL CHASE COLD WATER SUPPLY LINE TO FIXTURE WALL MOUNTED LAVATORY WITH CONCEALED ARM CARRIER DESIGN FOR 250 LB. STATIC LOAD SHUT–OFF VALVE TRAP PRIMER VALVE 12"x12" ACCESS PANEL ------ ----- _—_ _—_ NOTE: FOR TRAP PRIMER CONNECTION FROM COUTERTOP MOUNTED SINK OR LAVATORY, THE LAYOUT IS SIMILAR. 34" FLOOR DRAIN WITH CARRIER 15" ADJUSTABLE STRAINER SECURED TO SLAB FINISHED FLOOR 4 SLEEVE AND SEAL -/ PIPING THRU SLAB 71/2"O TYPE K TRAP PRIMER—/MINIMUM 3" SOFT COPPER CONNECTION SANITARY TUBING \_ WASTE LINE P -TRAP NTS 2 3 4 AI CI r)1 EI FI G1 HI 15 -SUE H 15TORY MARK I DATE I r)ESCRIPTION NOTES DATE 09-19-03 Tilden Lobnitz Cooper James C Mullen 874 Dixon Blvd. Cocoa, Florida 32922 60195 PH- 321.636.0274 COPYRIGHT Q STATEMENT THESE DOCUMENTS AND 1" CONTWTS HOlF11m "M1 ANq�IFJC►S K p1Y " AIS I�o qt l IM MWIPM, E SPECM NOW NOTED ON THESE DOCUMENTS. MAY REIASIONS„ MPRODIMONS OR MODMTCATIONS OF NX OOCINENTB mTHO1Ji RE WRESS WIgT EN =MIT OF HSA IS PROHIBITED W LAW. ENGINEERING FOR ARCHITECTURE www.tic-engineers.com EB #0000015 TLC Number: 503056 Seal IT IS THE RESPONSIBILITY OF THE CONTRACTORS TO REVIEW THE COMPLETE ARCHITECTURAL ANA ENGINEERING PACKAGE, COORDINATING AND SUPPLYING ALL MATERIALS ANA PRODUCTS WHICH ARE CONSIDERED PART OF THEIR TRADE. CONTRACTORS SHALL NOT BID OR WILD FROM PARTIAL SETS. 5F,;1IC;HT HOUeE NETW0fi;P,K5 5ANFORLD OFERATION5 CENTER 5,ANFORp, FLORVA AA GO13E19 -HOLf[AAn SMAP A P C t -I I Tf'_4 C T S 20 & WAVl:MY M ACF, WM W F"" MMJ50UFM KDMA 321 (32V16&1W I L U�1 51 NCS FLAN, R 15 X25 AND D T A 11....5 DATE 09-19-03 DR JJ APPR JCM CK JCM PROD COPYRIGHT Q STATEMENT THESE DOCUMENTS AND 1" CONTWTS HOlF11m "M1 ANq�IFJC►S K p1Y " AIS I�o qt l IM MWIPM, E SPECM NOW NOTED ON THESE DOCUMENTS. MAY REIASIONS„ MPRODIMONS OR MODMTCATIONS OF NX OOCINENTB mTHO1Ji RE WRESS WIgT EN =MIT OF HSA IS PROHIBITED W LAW. F-2 7 o CT - ��J HEW 1FAIIIII! IC IE IF 1G 1 2 4 FIRE PROTECTION FLOOR PLAN „a11 _�o PROVIDE SPRINKLERS UNDER ALL DUCTWORK OVER 48" WIDE PER NFPA #13 OR AS REQUIRED TO PROVIDE COVERAGE, DESIGN CRITERIA 1. THE SPRINKLER SYSTEM SHALL BE IN ACCORDANCE WITH NFPA 13, 14 AND 20 (1999). 2. SPRINKLER SYSTEM SHALL BE A HYDRAULICALLY DESIGNED WET PIPE SYSTEM FOR A LIGHT HAZARD AND ORDINARY HAZARD OCCUPANCY. 3. PIPING: A. 2 INCH AND SMALLER: SCHEDULE 40 BLACK STEEL WITH SCREWED JOINTS. B. 2-1/2 INCH AND LARGER: SCHEDULE 10 BLACK STEEL WITH ROLLED GROOVE TYPE FITTINGS, 4. SPRINKLER HEADS: 5. A. UPRIGHT: ROUGH BRASS, 0.50 INCH ORIFICE, 5.6 K -FACTOR, 155 DEC. F. TEMP. RATING, (PROVIDE WIRE GUARDS WHERE INDICATED) B. RECESSED: BRASS HEAD WITH WHITE PAINT FINISH AND WHITE ESCUTCHEON, 0.50 INCH ORIFICE, 5.6 K -FACTOR, 155 DEC. F. TEMP. RATING (PROVIDE HIGH OR INTERMEDIATE TEMPERATURE HEADS WHERE INDICATED). 6. ALL WORK SHALL BE PERFORMED BY A FLORIDA LICENSED FIRE PROTECTION CONTRACTOR. PROVIDE SIGNED AND SEALED DRAWINGS AND CALCULATIONS BY A FLORIDA LICENSED PROFESSIONAL ENGINEER. BRANCH LINE 1" 90' ELL CEILING SPRINKLER HEAD TYPICAL SWING JOINT DETAIL N.T.S. 1" 90' ELL PIPE HANGER RING I.T.T. GRINNELL FIG. - TOP BEAM CLAMP ALL THREAD ROD TOP BEAM CLAMP PIPE HANGER DETAIL (U.L./F.M. APPROVED) N.T.S. z J i.1 w N ELEV 7'-0" - 1" GLOBE VA. a �- 1" SIGHT GLASS W/ 1/2" ORIFICE 1 x1-5 W/ 45' ELL INSPECTORS TEST DETAIL NTS 8 HAZARD/AREA COVERAGE LEGEND PROVIDE A HYDRAULICALLY DESIGNED --- AUTOMATICALLY SPRINKLER SYSTEM WITH A ORDINARY HAZARD GROUP I COVERAGE OF 0.15 GPM/SF OVER 1500 SF PER NFPA 13, 0 PROVIDE A HYDRAULICALLY DESIGNED -• - - AUTOMATICALLY SPRINKLER SYSTEM WITH A LIGHT HAZARD COVERAGE OF 0.10 GPM/SF OVER 1500 SF PER NFPA 13. SPRINKLER LEGEND ------ FIRE PROTECTION MAIN RISER F SPRINKLER MAIN PIPING ABOVE GRADE ------F----- FIRE PROTECTION MAIN BELOW GRADE 1" 90' ELL BRANCH LINE 102 REDUCER CEILING SPRINKLER HEAD TYPICAL RETURN BEND N.T.S. FLOW SWITCH TO SPRINKLER SYSTEM CHECK VALVE W/ DRAIN VALVE AND GAGES CONTROL VALVE W/ TAMPER SWITCH LP---- SUPPLY PIPE TYPICAL WET PIPE SYSTEM N.T.S. 9 10 GENERAL NOTES 1. COORDINATE WITH OTHER TRADES TO ENSURE THAT EACH TRADE HAS SUFFICIENT SPACE TO THEIR WORK (DUCTWORK, PIPING, CONDUIT, LIGHTS, A ETC.). 2. CONCEAL ALL PIPING ABOVE THE CEILING UNLESS INDICATED OTHERWISE. PAINT ALL EXPOSED PIPING ABOVE MECHANICAL FLAT BLACK. 3. VERIFY ALL CONSTRUCTION DIMENSIONS WITH ARCHITECTURAL DRAWINGS AND FIELD TAKEN MEASUREMENTS. 4, SEAL PIPING PENETRATIONS THROUGH FIRE RATED ASSEMBLIES IN ACCORDANCE WITH A UL LISTED SYSTEM. SEE ARCHITECTURAL PLANS FOR UL ASSEMBLY DETAILS. 5. COORDINATE ALL EXPOSED PIPING AND HEAD LOCATIONS WITH ARCHITECT PRIOR TO COMMENCEMENT OF WORK, 6. SEE SUBMITTAL DATA FOR MANUFACTURERS DETAIL ON ITEMS OF EQUIPMENT BEING USED, 7. ALL CONTROL VALVES WILL HAVE TAMPER SWITCHES INSTALLED. OPERATION OF SWITCH WILL NOT AFFECT THE OPERATION OF SPRINKLER FLOW SWITCH WIRING BY OTHERS. 8. FLOW SWITCHES SHALL BE CONNECTED TO FIRE ALARM SYSTEM AS AN AUTOMATIC INDICATING DEVICE WITH WIRING BY OTHERS. 9. PIPE HANGERS AND INSTALLATION METHODS SHALL BE ACCORDANCE WITH THE REQUIREMENTS OF LATEST EDITION OF NFPA 13. 10, PIPING SPECIFICATIONS - ALL PIPE TO BE IN ACCORDANCE WITH THE LATEST EDITION OF NFPA 13 AND DESIGNED TO WITHSTAND A WORKING PRESSURE OF 175 P.S.I. COLD WATER. 11. WELDED PIPING TO BE IN ACCORDANCE WITH THE LATEST EDITION OF NFPA 13 AND THE REQUIREMENTS OF AWS D 10.9 LEVEL AR -3. C 12, THE OWNER IS RESPONSIBLE FOR PROVIDING ADEQUATE HEAT TO PROTECT WET SYSTEMS AND DRY PIPE VALVES FROM FREEZING, 13. THE OWNER IS RESPONSIBLE FOR MAINTAINING THE PROPER OPERATING CONDITION OF SYSTEM(S) AND DEVICES. 14, ALL ELECTRICAL CONTROL AND OR A ALARM SYSTEM WIRING TO BE PROVIDED AND INSTALLED BY OTHERS. 15, PENDANT SPRINKLERS SHALL BE ALIGNED WITHIN NORMAL FABRICATION AND INSTALLATION TOLERANCES BUT WILL NOT NECESSARILY BE CENTERED IN CEILING TILE MODULES, 16. PROVIDE SPRINKLERS UNDER ALL DUCTWORK OVER 48" WIDE PER NFPA #13 OR AS REQUIRED TO PROVIDE COVERAGE. '., 3 AND 4 HOUR FIRE RATED SUM WALL )D OR STEEL STUD " MMINIMUM DIAMETER D OF FIRE RESISTANT CAULK IETALLIC PIPE OR CONDUIT RESISTANT CAULK v1 NOTES: 1. THE CAULK IS TO BE FORCED INTO THE ANNULAR SPACE TO THE MAXIMUM EXTENT POSSIBLE FLUSH WITH THE EXTERIOR OF THE PENETRATION SURFACE, 2. FINISH CAULKING WITH A 1/4" MINIMUM BEAD OF FIRE RESISTANT CAULK APPLIED TO THE PERIMETER OF THE CONDUIT/PIPE AT ITS EGRESS FROM THE WALL. 3. THE MAXIMUM ANNULAR SPACE IS NOT TO EXCEED 3/16". UL SYSTEM # W -L-1001 (F RATINGS - 1, 2, 3 AND 4 HOUR) FIRE RATED PIPE PENETRATION DETAIL F NTS CP 25SA CAULK FIRE RATED CONCRETE TIC BLOCK WALL FIRE RATED CONCRETE I I FLOOR SLAB I I DAMMING MATERIAL METAL PIPE II DAMMING MATERIAL(BACKER I I CP 25N/S CAULK ON BOTH ROD OR MINERAL WOOL) I I SIDES OF THE WALL (FOR I SOLID CONCRETE WALLS METAL PIPE SEE NOTE 2.) NOTES: 1. THE MAXIMUM ANNULAR SPACE TO BE FILLED IS 2-3/8". THE MINIMUM ANNULAR SPACE IS 1/4". 2. FOR SOLID CONCRETE WALLS, THE CP 25N/S CAULK MAY BE CENTERED IN THE WALL WITH DAMMING MATERIAL ON BOTH SIDES OF THE CAULK, 3. USE CP 25S/L(SELF LEVELING) CAULK ON HORIZONTAL SURFACES WHEN SEALING OPENINGS FROM ABOVE THE PENETRATION. USE CP 25N/S(NO- SAG) CAULK ON VERTICAL SURFACES AND ON HORIZONTAL SURFACES WHEN SEALING FROM BELOW. 4. UP TO 40% SHRINKAGE OF CP 25N/S OF CP 25SA CAULKS IS ACCEPTABLE AFTER INITIAL WET DEPTH INSTALLATION, 5, THE DEPTH OF THE CP 25 CAULKS DEPENDS ON THE INSULATION THICKNESS, CAULK DEPTH(MIN.I INSULATION 1" 1" THICK 2" 2-3" THICK UL SYSTEM # C -AJ -5001 ( F RATINGS - 1-1/2, 2 AND 3 HOUR) FIRE RATED PIPE PENETRATION DETAIL NTS 1 2 3 5 6 1 8 9 10 G1 HI ISSUE HISTORY MARK DATr I DESCRIPTION NOTES DATE09-19-03 Tilden Lobnitz Cooper James C Mullen 874 Dixon Blvd. 60195 Cocoa, Florida 32822 PH- 321.636.0274 ENGINEERING COPYRIGHT Q STATEMENT www.tio-engineers.com FOR ARCHITECTURE 9 THESE DOCUMENTS AND THEIR CONTENTS ARE THE PROPERTY OF NOLF1gN SIAWW ANITEx`15� NIG IS 0" AND ARE M ONLY FOR THE SPECIFIC PROW N01M ON THESE DOCUIENTS. ANY REVISIONS, REPRODOCTIONSI OR MO0WA111NIS OF THESE DOa)MEHITS WNW 1W EXPRESS VMMER CONSENT OF NSA 19 PROHMM BY LAW EB #0000015 TLC Number: 503056 Seal IT IS THE RESPONSIBILITY OF THE CONTRACTORS TO REVIEW THE =MFLETE ARCHITECTURAL AND ENGINE3mRNG PACKAGE, COORDINATING AND SUPPLYING ALL MATERIALS AND PRODUCTS WHICH ARE CONSIDEReo PART oP THEIR TRADE. CONTRACTORS SHALL NOT 1310 OR BUILD FROM PARTIAL SETS. 5I;;�[GrHT HOU3E NETWOFPK5 5ANFORID OFERATION5 CENTER SANFORD, FLORIDA AA COMM flOLt[AAn SU/IAH A P C fit I T t C T S 21m1 & WAYMY rL64V, WM Wo FHOW X00 , K.0WA 32M (32V 1W1W FFLAN DATE09-19-03 AND DETAILS AR JJ AM JCM CK JCM PROD COPYRIGHT Q STATEMENT THESE DOCUMENTS AND THEIR CONTENTS ARE THE PROPERTY OF NOLF1gN SIAWW ANITEx`15� NIG IS 0" AND ARE M ONLY FOR THE SPECIFIC PROW N01M ON THESE DOCUIENTS. ANY REVISIONS, REPRODOCTIONSI OR MO0WA111NIS OF THESE DOa)MEHITS WNW 1W EXPRESS VMMER CONSENT OF NSA 19 PROHMM BY LAW FF 7 1 OF �J 1 2 , ELECTRICAL SPECIFICATIONS A GENERAL (APPLIES TO ALL ELECTRICAL WORK) 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE LATEST ADOPTED EDITION OF THE FLORIDA BUILDING CODE, ALL LOCAL CODES, ORDINANCES, REGULATIONS AND UTILITY POWER AND TELEPHONE COMPANY STANDARDS. 2. ALL WIRE SHALL BE COPPER TYPE "THHN" FOR SIZES UP TO #8 AND TYPE "THW" FOR #6 AND LARGER (UNLESS OTHERWISE NOTED). MINIMUM WIRE SIZE SHALL BE #12 AWG 3. ALL BRANCH AND FEEDER CIRCUITS SHALL CONTAIN A SEPARATE GROUNDING CONDUCTOR AND SHALL BE SIZED AND BONDED IN ACCORDANCE WITH ARTICLE 250 OF THE N.E.C. 4. ALL CONDUIT INSTALLED IN INTERIOR LOCATIONS SHALL BE TYPE E.M.T. WITH COMPRESSION STEEL CONNECTORS AND COUPLINGS, ALL CONDUIT INSTALLED IN EXTERIOR LOCATIONS, ABOVE GRADE, SHALL BE GALVANIZED RIGID CONDUIT, ALL CONDUIT BELOW GRADE SHALL BE SCHEDULE 40 P.V.C. ALL CONDUIT SHALL BE CONCEALED. 5. CONTRACTOR SHALL COORDINATE THE LOCATION OF RECEPTACLES, CONTROL CIRCUITS, COMMUNICATIONS AND DATA OUTLETS, LIGHTING FIXTURES AND DEVICES WITH THE OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION. 6. DRAWINGS ARE DIAGRAMMATIC - CONTRACTOR SHALL REFER TO ARCHITECTURAL, CIVIL AND STRUCTURAL DRAWINGS AND FIELD CONDITIONS FOR ALL DIMENSIONS, 7, CONTRACTOR SHALL OBTAIN AND FURNISH ALL PERMITS REQUIRED. PROVIDE ALL LABOR, MATERIALS, EQUIPMENT, APPLIANCES AND TOOLS TO PERFORM ALL WORK NECESSARY FOR THE COMPLETE EXECUTION OF THE ELECTRICAL WORK AS SHOWN ON THE DRAWINGS. PROVIDE WORK NOT SPECIFICALLY SHOWN OR SPECIFIED, YET REQUIRED TO INSURE PROPER AND COMPLETE OPERATION OF ALL SYSTEMS AND TO SATISFY TIE DESIGN INTENT OF THE WORK AND COMPLY WITH ALL APPLICABLE CODES AND REGULATIONS. 8, THE DRAWINGS INDICATE THE GENERAL ARRANGEMENT OF CIRCUITS AND OUTLETS, LOCATIONS OF SWITCHES, PANELBOARDS, CONDUITS AND OTHER WORK. PRIOR FIELD VERIFICATION OF ALL DIMENSION IS REQUIRED. CONDUIT RUNS AND GROUNDING ARE SHOWN DIAGRAMMATICALLY ONLY. FIELD VERIFY ACTUAL ROUTING OF CONDUITS. C 9. PROVIDE ALL 20 AMP RATED GRAY COLORED WIRING DEVICES UNLESS OTHERWISE NOTED, WITH STAINLESS STEEL COVER PLATES, JUNCTION BOXES AND PLASTER RINGS AS REQUIRED TO FACILITATE THE INSTALLATION OF FLUSH MOUNTED DEVICES AS PROJECT CONDITIONS WARRANT. ALL COVER PLATES SHALL BE #302 STAINLESS STEEL UNLESS OTHERWISE NOTED. 10. ANY PENETRATIONS MADE THROUGH A FIRE RATED ASSEMBLY SHALL BE PROPERLY SEALED TO MAINTAIN THE INTEGRITY OF THE ASSEMBLY PER U.L. AND NFPA, 11. CONTRACTOR SHALL PROVIDE STRICT COORDINATION WITH NEW EQUIPMENT AND FIELD VERIFY THE EXACT FINAL LOCATION AND EQUIPMENT POWER CHARACTERISTICS WITH THE OWNER'S AUTHORIZED REPRESENTATIVE AND OTHER TRADES PRIOR TO CONSTRUCTION. 12, EACH BIDDER SHALL INSPECT THE SITE AS REQUIRED FOR KNOWLEDGE OF EXISTING CONDITIONS PRIOR TO BIDDING AND FAILURE TO OBTAIN SUCH KNOWLEDGE SHALL NOT RELIEVE THE SUCCESSFUL BIDDER OF THE RESPONSIBILITY TO COORDINATE EXISTING CONDITIONS IN PERFORMING THE WORK UNDER THIS CONTRACT. 13. WHERE NEW WORK CANNOT BE INSTALLED WITHOUT CHANGES IN EXISTING FACILITIES OR SYSTEMS OR WHERE IT IS INDICATED ON DRAWINGS TO REWORK AN EXISTING INSTALLATION, THIS CONTRACT SHALL INCLUDE ALTERATIONS TO EXISTING WORK AS REQUIRED TO INSTALL NEW WORK. ADDITIONS TO THE CONTRACT COST WILL NOT BE ALLOWED DUE TO THE CONTRACTORS FAILURE TO INSPECT EXISTING CONDITIONS AT THE SITE OF THE WORK. 14. PROVIDE HACR RATED CIRCUIT BREAKERS FOR ALL HVAC EQUIPMENT. 15. PROVIDE 120V DUCT SMOKE DETECTORS WITH 120V SHUTDOWN RELAY AND REMOTE TEST STATION WITH AUDIBLE ALARM, CUTTING AND PATCHING 1. THE RESPONSIBILITY FOR ANY CUTTING OF CONSTRUCTION WHICH IS REQUIRED FOR THE INSTALLATION OF DIVISION 16 WORK, SHALL BE BY THE CONTRACTOR. THE CONTRACTOR SHALL COORDINATE WITH ALL OTHER TRADES AND THE OWNER BEFORE E ANY CUTTING AND OBTAIN APPROVAL FROM THE ARCHITECT/ENGINEER PRIOR TO ANY CUTTING. ALL PATCHING, PAINTING AND FINISH SHALL BE BY THE CONTRACTOR. 2. CUTTING SHALL BE DONE WITH EXTREME CARE AND IN SUCH A MANNER THAT THE STRENGTH OF THE STRUCTURE WILL NOT BE ENDANGERED. WHEREVER POSSIBLE, OPENINGS IN CONCRETE OR MASONRY CONSTRUCTION SHALL BE BY CONCRETE SAW OR ROTARY CORE DRILL, OPENINGS IN ANY CONSTRUCTION SHALL BE CUT THE MINIMUM SIZE REQUIRED FOR THE INSTALLATION OF THE WORK. ADEQUATE PROTECTION SHALL BE PROVIDED TO PREVENT DAMAGE TO ADJACENT AREAS AND TO PREVENT DUST FROM SPREADING TO ADJACENT AREAS. 3. WHERE OPENINGS OR HOLES ARE CUTIN CONSTRUCTION AND THE CUTTING BREAKS ELECTRICAL CIRCUITRY OR CONTROL CIRCUITRY CONDUIT AND WIRING, THEN IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO REROUTE THE CIRCUITRY CONDUIT AND REWIRING AND TO COMPLETE THE CIRCUITRY AS REQUIRED AND AS APPROVED BY THE ARCHITECT/ENGINEER. TEMPORARY COMPLETION SHALL BE PROVIDED WHERE NECESSARY BEFORE THE PERMANENT REROUTING AND COMPLETION WORK IS FINISHED. F 4, BEFORE ANY CUTTING, PATCHING, OR FINISHING WORK IS STARTED, DUST AND MOISTURE PROTECTION SHALL FIRST BE INSTALLED AS REQUIRED AND AS SPECIFIED IN THESE SPECIFICATIONS. 5. OPENINGS CUT IN FLOOR SHALL BE CUT BY CORE DRILLING WHERE POSSIBLE. AFTER WORK IS INSTALLED THROUGH ANY OPENING IN FLOOR, THE OPENING AROUND THE WORK SHALL BE PATCHED AND SEALED WATERTIGHT AND EPDXY OR SILICONE BASED, NON -CRACKING ELASTOMERIC SEALANT. PAINTING 1. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAINTING AREAS OF CONSTRUCTION THAT ARE SCRATCHED, MARRED, OR DAMAGED BY THE NEW CONSTRUCTION. CONTRACTOR SHALL MATCH THE COLOR, TYPE AND THICKNESS OF PAINT AS. PREVIOUS. ACCEPTANCE TESTING G 1. UPON COMPLETION OF WORK, THE ENTIRE WIRING SYSTEM SHALL BE TESTED, AND SHALL BE SHOWN TO BE IN PROPER WORKING CONDITION IN ACCORDANCE WITH INTENT OF SPECIFICATIONS AND DRAWINGS, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE ALL SYSTEMS READY FOR OPERATION AND TO HAVE AN ELECTRICIAN AVAILABLE TO OPERATE SAME IN ACCORDANCE WITH AND UNDER THE SUPERVISION OF THE INSPECTION REPRESENTATIVE OF THE ARCHITECT/ENGINEER. THE CONTRACTOR SHALL BE AVAILABLE TO ASSIST IN REMOVAL OF PANEL FRONTS, ETC., TO PERMIT INSPECTION AS REQUIRED. AS—BUILT DRAWINGS 1. THE CONTRACTOR SHALL PROVIDE AND KEEP UP TO DATE A COMPLETE RECORD SET OF CONSTRUCTION "AS-BUILTS" BLUELINE PRINTS WHICH SHALL BE CORRECTED DAILY, AND SHALL SHOW EVERY CHANGE FROM THE ORIGINAL CONTRACT DRAWINGS, INCLUDING ADDENDA AND CHANGE ORDERS IN ACCORDANCE WITH GENERAL REQUIREMENTS AND SPECIAL CONDITIONS. THIS SET OF PRINTS SHALL BE KEPT ON THE JOB SITE, AND SHALL BE USED ONLY AS A RECORD SET. THIS SHALL NOT BE CONSTRUED AS AUTHORIZATION FOR THE CONTRACTORS TO MAKE CHANGES IN THE LAYOUT WITHOUT DEFINITE INSTRUCTION IN EACH CASE. 1 1 a 5 PROTECTION 1. THE CONTRACTOR SHALL KEEP THE CONSTRUCTION SITE CLEAN OF ALL WASTE MATERIALS AND RUBBISH CAUSED BY HIS WORK OR EMPLOYEES. UPON COMPLETION OF THE WORK AND AT TIMES DURING PROGRESS OF THE WORK WHEN REQUESTED BY THE ARCHITECT/ ENGINEER, THE CONTRACTOR SHALL REMOVE ALL SURPLUS MATERIALS, RUBBISH, AND DEBRIS RESULTING FROM THE OPERATION, AND SHALL LEAVE THE ENTIRE BUILDING AND INVOLVED PORTIONS OF THE SITE, INSOFAR AS THE WORK OF THE CONTRACT IS CONCERNED, IN A NEAT, CLEAN, AND ACCEPTABLE CONDITION AS APPROVED BY THE ARCHITECT/ENGINEER, EQUIPMENT, LIGHTING FIXTURES, MATERIALS AND ACCESSORIES SHALL BE THOROUGHLY CLEANED OF CEMENT, PLASTER, AND OTHER MATERIALS. 2. THE CONTRACTOR SHALL PROVIDE ADEQUATE PROTECTION, WHEREVER WORK IS TO BE PERFORMED IN FINISHED/OCCUPIED SPACES, TO PREVENT DAMAGE TO ADJACENT AREAS, EQUIPMENT, OR FURNISHINGS; TO PREVENT ACCIDENTAL INJURY TO BUILDING OCCUPANTS AND THE PUBLIC; TO PREVENT THE SPREADING OF DUST, DIRT, DEBRIS, AND MOISTURE FROM THE AREA WHERE WORK IS BEING PERFORMED; AND TO PREVENT DUST, DIRT, DEBRIS, AND MOISTURE FROM GETTING ON OR IN THE BUILDING OCCUPANTS FURNISHINGS OR EQUIPMENT. 3. THE CONTRACTOR SHALL REPAIR, AT NO COST TO THE OWNER, ANY DAMAGE DONE BY HIMSELF OR HIS EMPLOYEES, HE SHALL ALSO BE RESPONSIBLE FOR ALL CUTTING AND PATCHING REQUIRED TO PROPERLY INSTALL HIS WORK. THIS SHALL ALSO INCLUDE THE PATCHING OF EXISTING ROADWAYS (PAVED OR IMPROVED), PARKING AREAS, SIDEWALKS, CURBS, GUTTERS, ETC., CUT TO INSTALL WORK PROVIDED BY THE CONTRACTOR. PATCH WORK SHALL COMPLY WITH THE APPLICABLE SECTIONS OF THESE SPECIFICATIONS AND SHALL MATCH THE EXISTING FINISHES. GENERAL NOTES (APPLIES TO ALL ELECTRICAL DRAWINGS.) 1. ALL BRANCH CIRCUIT HOMERUN CONDUITS SHALL CONTAIN A MINIMUM OF (2) #12AWG WIRES, PLUS A MINIMUM OF #12AWG GROUND WIRE UNLESS OTHERWISE NOTED. ADDITIONAL WIRES REQUIRED ARE SO INDICATED BY THE NUMBER OF TIC MARKS SHOWN OR AS REQUIRED. ALL HOMERUN BRANCH CIRCUITS AS SHOWN ON THE DRAWINGS SHALL BE INSTALLED AS INDICATED UNLESS PRIOR APPROVAL FROM THE ENGINEER AND OWNER IS RECEIVED IN WRITING. ALL BRANCH AND FEEDERS CIRCUITS SHALL HAVE INDIVIDUAL NEUTRAL CONDUCTORS MINIMUM CONDUIT SIZE SHALL BE 3/4". 2. COORDINATE THE LOCATION OF ALL DEVICES AND BOXES WITH WINDOWS, CHALK/MARKER BOARDS AND BULLETIN BOARDS, BUILT-INS, AND CABINETS PRIOR TO INSTALLATION OF CONDUITS OR BOXES, CONTRACTOR SHALL CONSULT ALL CONTRACT DRAWINGS TO VERIFY CONFLICTS WITH MARKER BOARDS, BULLETIN BOARDS, BUILT-INS, AND CABINETS PRIOR TO BIDDING. 3. COORDINATE HEIGHTS OFj WALL MOUNTED LIGHTING FIXTURES TO CLEAR MIRRORS, CABINETS AND BUILT-INS. 4. EMERGENCY BALLAST BATTERY PACKS AND EMERGENCY EXIT SIGNS SHALL BE CONNECTED AHEAD OF LOCAL SWITCHING. 7 ELECTRICAL SYMBOL LEGEND (APPLIES TO ALL ELECTRICAL DRAWINGS.) BASIC MATERIALS Sa SINGLE POLE SWITCH (SUBSCRIPT LETTER INDICATES ITEM CONTROLLED) S3 THREE WAY SWITCH (SUBSCRIPT LETTER INDICATES ITEM CONTROLLED) DUPLEX RECEPTACLE, WP=WEATHERPROOF. DUPLEX RECEPTACLE MOUNTED ABOVE COUNTER HEIGHT GFI RECEPTACLE, WP DENOTES WEATHERPROOF COVER `m GFI RECEPTACLE MOUNTED ABOVE COUNTER HEIGHT Q JUNCTION BOX WITH IDENTIFIED BLANK COVER TWO DUPLEX RECEPTACLES WITH COMMON COVER 11 PP POWER POLE SERVICE AND DISTRIBUTION —�— BRANCH CIRCUIT PANELBOARD, UNDER 250 VOLTS, SURFACE MOUNTED. —— BRANCH CIRCUIT PANELBOARD, OVER 250 VOLTS, SURFACE MOUNTED. 3 60 !!1h FUSED DISCONNECT SWITCH.3-POLE, 60AMP ASTERISK INDICATES TO FUSE ACCORDING TO MANUFACTURERS RECOMMENDATIONS. NEMA 3R RATED IN OUTDOOR LOCATIONS, NEMA 1 INDOOR LOCATIONS. 8 LIGHTING (SEE LIGHTING FIXTURE SCHEDULE) A 20 FLUORESCENT FIXTURE. NUMBER INDICATES BRANCH CIRCUIT 20 WHICH FIXTURE IS CONNECTED. UPPER CASE LETTER INDICATES FIXTURE TYPE, SEE LIGHTING FIXTURE SCHEDULE. LOWER CASE LETTER INDICATES SWITCH CONTROLS WHICH CONTROLS FIXTURE, NL NEXT TO FIXTURE INDICATES FIXTURE CONNECTED TO "HOT" UNSWITCHED CIRCUIT, A 2x4 FLUORESCENT FIXTURE WITH INTEGRAL 1400 LUMEN EMERGENCY 20 BATTERY PACK. PROVIDE UNSWITCHED "HOT" CONDUCTOR TO POWER EMERGENCY BALLAST. NUMBER INDICATES BRANCH CIRCUIT WHICH FIXTURE IS CONNECTED. UPPER CASE LETTER INDICATES FIXTURE TYPE. SEE LIGHTING FIXTURE SCHEDULE. LOWER CASE LETTER INDICATES SWITCH WHICH CONTROLS FIXTURE. FLUORESCENT STRIP FIXTURE. SEE LIGHTING FIXTURE SCHEDULE. 20 ®E EMERGENCY EXIT SIGN, CONNECT TO UNSWITCHED "HOT" CONDUCTORS. CONNECT TO UNSWITCHED LOCAL LIGHTING CIRCUIT. LETTER INDICATES FIXTURE TYPE. SEE LIGHTING FIXTURE SCHEDULE. EM WALL MOUNTED EMERGENCY LIGHTING FIXTURE, LETTER INDICATES FIXTURE �1 TYPE. NUMBER INDICATES BRANCH CIRCUIT WHICH FIXTURE IS CONNECTED. SEE LIGHTING FIXTURE SCHEDULE, DATA/COMM DATA/COMM OUTLET WITH FLUSH MOUNTED 4" SQUARE SINGLE GANG JUNCTION BOX. PROVIDE BLANK COVER PLATE. EXTEND 1" CONCEALED CONDUIT TO ABOVE ACCESSIBLE CEILING AND STUB -OUT WITH PLASTIC BUSHING. INSTALL PULL WIRE. ® TELEPHONE TERMINAL BOARD FIRE ALARM 120V PHOTOELECTRIC DUCT SMOKE DETECTOR ® 120V FIRE ALARM SHUTDOWN RELAY Rll DUCT DETECTOR REMOTE TROUBLE INDICATOR WITH AUDIBLE ALARM. LIGHTING FIXTURE SCHEDULE TYPE MANUFACTURER & CATALOG NUMBER DESCRIPTION LAMPS VOLTS REMARKS OR APPROVED EQUALS BY LTG LITHONIA 2' X 4' 3 -LAMP RECESSED FLUORESCENT 18 CELL PARABOLIC, 3-F32T8 277 THOUSANDS OF CIRCULAR MILS DAYBRITE A 2PM2-G-B-3-32-18-LD-277-1/3GEB ELECTRONIC BALLAST. AFG ABOVE FINISHED GRADE MCP MOTOR CIRCUIT PROTECTION AHU LITHONIA 2' X 4' 3 -LAMP RECESSED FLUORESCENT 18 CELL PARABOLIC, 3-F32T8 277 AMERICAN WIRE GAUGE DAYBRITE AE 2PM2-G-B-3-32-18-LD-277-1/3GEB-EL ELECTRONIC BALLAST, 1400 LUMEN EMERGENCY BATTERY PACK, NA NOT APPLICABLE CFL COMPACT FLUORESCENT LAMP NF LITHONIA 2' X 4' 3 -LAMP RECESSED FLUORESCENT .125" THICK ACRYLIC LENS, 3-F32T8 277 NIGHT LIGHT DAYBRITE B 2SP8-F-3-32-A12125-277-1/3GEB ELECTRONIC BALLAST. COND CONDUIT NIC NOT IN CONTRACT CU LITHONIA 2' X 4' 3 -LAMP RECESSED FLUORESCENT .125" THICK ACRYLIC LENS, 3-F32T8 277 DISCONNECT DAYBRITE BE 2SP8-F-3-32-A12125-277-1/3GEB-EL ELECTRONIC BALLAST, 1400 LUMEN EMERGENCY BATTERY PACK. MANUFACTURERS ASSOCIATION ELEC ELECTRICAL NFPA LITHONIA EMERGENCY EXIT SIGN LED 277 UNIVERSAL MOUNT DAYBRITE E LQM-S-W-3-R-120/277V-ELN UNIVERSAL MOUNT. SEE DRAWING FOR NUMBER OF FACES AND EMT ELECTRICAL METALLIC TUBING WITH INTEGRAL BATTERY PACK POLE EF EXHAUST FAN DIRECTIONAL ARROWS. PANELBOARD EWC ELECTRIC WATER COOLER PVC POLYVINYL CHLORIDE LITHONIA EMERGENCY BATTERY PACK WITH 2 EMERGENCY LIGHTING HEADS. (2) 5.4W 277 FA DAYBRITE EA A ELM2 UNIVERSAL MOUNT. FIRE ALARM CONTROL PANEL SPEC SPECIFICATION G GROUND LITHONIA WALL BRACKET, SURFACE MOUNTED, 2 LAMP, FLUORESCENT, HIGH IMPACT GFI GROUND FAULT INTERRUPTER TYP DAYBRITE F WP-2-32-277-GEB ACRYLIC DIFFUSER, ELECTRONIC BALLAST. 2-F32T8 277 GALVANIZED RIGID CONDUIT V VOLTS LITHONIA INDUSTRIAL, SURFCE MOUNTED, 2 LAMP, FLUORESCENT, BAKED WHITE VAV VARIABLE AIR VOLUME AIR CONDITIONING G4 AF-2-32-120-1/2GEB ENAMEL FINISH, 20% UPLIGHT, ELECTRONIC BALLAST. 2-F32T8 277 WIRE DAYBRITE JUNCTION LITHONIA INDUSTRIAL, CHAIN HUNG, 2 LAMP, FLUORESCENT, 10% UPLIGHT, STEEL KAIC (THOUSAND) AMPERE MOUNT AT 14'-0" AFF DAYBRITE G8 TAF10-2-96T8-277-1/2GEB HOUSING, 8' LENGTH, ELECTRONIC BALLAST. 2-59WT8 277 KILOVOLT -AMPERES 3 4 M 5 6 M ABBREVIATIONS AND ACRONYMS 910 01 131 CI 01 EI FI G1 HI ISSUE X41 STORY MARK I DATE I DESCRIPTION NOTES (APPLIES TO ALL ELECTRICAL SHEETS) A AMPERES KW KILOWATT A/C AIR CONDITIONING LTG LIGHTING AC ALTERNATING CURRENT MCM THOUSANDS OF CIRCULAR MILS AFF ABOVE FINISHED FLOOR MCU MASTER CONTROL UNIT AFG ABOVE FINISHED GRADE MCP MOTOR CIRCUIT PROTECTION AHU AIR HANDLING UNIT MH METAL HALIDE AWG AMERICAN WIRE GAUGE N NEUTRAL C CONDUIT NA NOT APPLICABLE CFL COMPACT FLUORESCENT LAMP NF NON-FUSED CH COUNTER HEIGHT NL NIGHT LIGHT CONC CONCRETE NEC NATIONAL ELECTRICAL CODE COND CONDUIT NIC NOT IN CONTRACT CU COPPER NL NIGHT LIGHT DISC DISCONNECT NEMA NATIONAL ELECTRICAL ECB ENCLOSED CIRCUIT BREAKER MANUFACTURERS ASSOCIATION ELEC ELECTRICAL NFPA NATIONAL FIRE PROTECTION EM EMERGENCY ASSOCIATION EMS ENERGY MANAGEMENT SYSTEM O.C. ON CENTER EMT ELECTRICAL METALLIC TUBING P POLE EF EXHAUST FAN PNL PANELBOARD EWC ELECTRIC WATER COOLER PVC POLYVINYL CHLORIDE EX EXISTING RM ROOM FA FIRE ALARM RCS RIGID GALVANIZED STEEL FACP FIRE ALARM CONTROL PANEL SPEC SPECIFICATION G GROUND SS STAINLESS STEEL GFI GROUND FAULT INTERRUPTER TYP TYPICAL GND GROUND LION UNLESS OTHERWISE NOTED GRC GALVANIZED RIGID CONDUIT V VOLTS HVAC HEATING, VENTILATING AND VAV VARIABLE AIR VOLUME AIR CONDITIONING VFD VARIABLE FREQUENCY DRIVE H.I.D. HIGH INTENSITY DISCHARGE W WIRE J JUNCTION WP WEATHERPROOF KAIC (THOUSAND) AMPERE INTERRUPTING CAPACITY KVA KILOVOLT -AMPERES 910 01 131 CI 01 EI FI G1 HI ISSUE X41 STORY MARK I DATE I DESCRIPTION NOTES DATE 09-19-03 Tilden Lobnitz Cooper David N. Rodgers 874 Dixon Blvd. 536`4 5 Cocoa, Florida 32922 m,I PH- 321.838.0274 ENGINE EER I NaG www.tic-engineers.com l �`� EB #0000015 TLC Number: 503056 I i" I,i ; RfPROWUC7X7NS OR MODFICAIM Or THESE DOCUIENIS MTRRIUT THE EXPRESS WM I I CONSENT OF HSA IS PROI NIM 9Y LAW.37 Seal IT 18 THE RESFIONS151LITY OF THE CONTRACTORS TO REVIEW THE COMPLETE ARCHITECTURAL AND ENGINEERING PACKAGE, COORDINATING AND SUPPLYING ALL MATERIALS AND PRODUCTS W141CH ARE CONSIDERED PART OF THEIR TRADE. CONTRACTORS SHALL NOT BID OR BUILD FROM PARTIAL SETS. 5RIG�HT HOU6E Nf=-TWOf;P,<,5 SANFORD OPERATION5 CENTER SANFORD, FLORIDA AA COOM t10Lt/�An SMAH A P C fl I T t C T S 2WX & 11160 o1QLY rLACE, sorb WO ra" hiMACt RHE, FLORIDA 32W l32u 1W1W1 L EG� E N ID/ 4 IRE V I AT I ON&, N DATE 09-19-03 DR j"" Am DNR ac DNR �i� C f I C/4T f ONS, m,I COPYRIGHT Q STATEMENT BIW. DONDE WECIM PRDJ= HOIED ON nE8E DOCUMENT& ANY RIDAN S, RfPROWUC7X7NS OR MODFICAIM Or THESE DOCUIENIS MTRRIUT THE EXPRESS WM I I CONSENT OF HSA IS PROI NIM 9Y LAW.37 7� \ OF: 7 i ti IA IC IE IF 1G IH LIGHTING PLAN 1/8" = 1'-0" 33 33 () q (9 ��./ 5 oy �► 33 33 — 31 31 PANEL Ll TRANSFORMER T-1 PANEL L1 A W.P METER 200A SERVICE DISCONNECT NEMA 3R ENCLOSURE - 3 60 - T - 3 35 35 31 EF -3 EF -4 PANEL H1 AH --1 R R11 L1-2,4,6 RTI L1-37,39,41 Ll A-27,29,31 G4i�G4 7 CC L1-14,16,18 H 3 30 7 7 * AHU-3 RTI 11 RTI RTI AHU-2 L1- , 10,12 350= --- 3 -3 60 31 LTA -217 17 & 19 21 Alu qP- iII 17 90" AFF 17 17 19 21 21 LIA-13 l __ wl;�:'_ Ll A-2 90" AFF 90" AFF LTA -2 90" AFF 90" AFF 19 19 19 L1 A- 21 2211 L1 A= 1A-13 m L1 A-4 LIA-7 LIA-11 LIA-9 UA -11 16_3 LIA-13 = ' 3-30 * 15 I10-9 LTA -1,3,5 90" AFF L1-40 23 � 15 15 EF -2 - EJ�1 29 LTA -11 I ;A-15 LIA-1 LIA-1 _ L -6 15 15 -- AFF 0" AFF ,.m A-10 13 A-14 L1;A-4 � �--L' _ LIA-21 LIA-19 L� A-8 13 L1 A4 LIA-11 90 AFFi 27 - - -a --- - 11 13 LIA-7 1 1 L1A-9 13 � 1 /00" A 1 LIA Lt -38 ' EF -1 7 7/yuA-6 g M M 90" AFF 1A-7 16-1 ALL RECEPTACLE BRANCH CIRCUITS ARE CONNECTED TO PANEL "L1". 16_2 ALL LIGHTING BRANCH CIRCUITS ARE CONNECTED TO PANEL "Hl". 16-3 TELEPHONE TERMINAL BOARD. 4'x4'x3/4" PLYWOOD LTA -9 =0 7 David N. Rodgers 874 Dixon Blvd. 53695 Cocoa, Florida 32922 _ 31 PH- 321.636.0274 I ENGINEERING FOR ARCHITECTURE www.tic-engineers.com CH 3 3 5 4A-641 IT IS THE RESPONSIBILITY OF THE CONTRACTORS 90" AFF5 ENGINEERING PACKAGE, COORDINATMG AND 0" AFF A-6 90" A5 Ll A-6 5 PARTIAL SETS. 3 C1H 1 3 POWER PLAN 1/8'. = 1'-0" 7 ri MEZZANNE P E-2 SCALE: 1/8" = 1'-0" 1 E-2 L1-20,22,24 �1 WP 42 L1 -26,2E I 2 3 4 6 Al BI GI ©I EI FI G1 ISSUE HISTORY MARK I DATE I DESCRIPTION NOTES 16-1 ALL RECEPTACLE BRANCH CIRCUITS ARE CONNECTED TO PANEL "L1". 16_2 ALL LIGHTING BRANCH CIRCUITS ARE CONNECTED TO PANEL "Hl". 16-3 TELEPHONE TERMINAL BOARD. 4'x4'x3/4" PLYWOOD BACKBOARD. Tilden Lobnitz Cooper David N. Rodgers 874 Dixon Blvd. 53695 Cocoa, Florida 32922 S IC PRO` = NOTED ON THESE DOCUMENTS. ANY REMSIONS, PH- 321.636.0274 REPRODMlCROIIS OR MIOD111F1CAMNS OF TIESE DOCUMENTS "M THE DFRESS DIITIEN CONSENT OF HSA C PROHO9M W LAV. ENGINEERING FOR ARCHITECTURE www.tic-engineers.com EB #0000015 TLC Number: 503056 Seal IT IS THE RESPONSIBILITY OF THE CONTRACTORS TO REVIEW THE COMPLETE ARCHITECTURAL AND ENGINEERING PACKAGE, COORDINATMG AND SUPPLYNG ALL MATERIALS AND PRODUCTS WHICH ARE CONSIDERED PART OF THEIR TRADE. CONTRACTORS SHALL NOT BID OR BUILD FROM PARTIAL SETS. 5i;�,'IG;�4T �40UsE NETLU0fR<5 5ANFORD ORERATION5 CENTER SANFORD, FLORIDA AA cPOM t10Lf/AAP SUS An A P C t-1 I TI=— C T S 210 & "VEMY PL4CP- &M 10O MEL50JNl14K FLORIDA 32W (3411) '1d8-'{Eb'1 L I G �4 T I NCS AND i=OWEi;P, f=LAN DATE 09-19-03 DR Jf3M XwPR DNR CK DNR PRoi COPYRIGHT Q STATEMENT THESE DOCUMENTS AND THM COI(MM ARE THE PROPER Y OF HIOLFl1AN SiNIAII ARCINIF3'IS, NIG QISI� AID AIE �J® OILY FCt 1NE E-2 S IC PRO` = NOTED ON THESE DOCUMENTS. ANY REMSIONS, REPRODMlCROIIS OR MIOD111F1CAMNS OF TIESE DOCUMENTS "M THE DFRESS DIITIEN CONSENT OF HSA C PROHO9M W LAV. OF I 2 3 4 5 6 `I 8 9 1></ ISSUE H16-roRY MAW, DATE DESCRIPTION200 AMP RATING: 225 AMP A .. �_ ± NOTES C C D D GROUND IN 1 CONDUIT TO 5/a" X 20' ND THRU POINT GROUND FIELD, PIPE, CONCRETE ENCASED BLDG, STEEL. BOND PER NEC, 21/2" C. Tilden Lobnitz Cooper David N. Rodgers P 53695 .. 874 Dixon Blvd. ' 21/2 C' Cocoa, Florida 32922 PH- 321.636.0274 ENGINEERING WWW.tic-ongineers.com FOR ARCHITECTURE r� EB #0000015 TLC Number: 503056 ,,�fo,: Seal N 3" C. IT IS THE RESPONSIBILITY OP THE CONTRACTOS TO REVIEW THE COMPLETE ARCHITECTURAL AND ENGINEERING PAC ZAG5E, COORDINATING AND SUPPLYING ALL MATERIALS AND PRODUCTS UI 41CH ARE CONSIDERED PART OP THEIR TRADE. CONTRACTORS SHALL NOT BID OR BUILD PROM PARTIAL SETS. 5fi�I�HT HOUSE N TWOR<S ELECTRICAL RISER DIAGRAM � SANFORD OPERATIONS CENTER NTS 6ANFORU, FLORID A AA QVVI3D9 t10�UAAn SU/IAn % P C" I T -C C T S 2WN EI, w4VMY PLACF, EUrrE tM room H I 2 35 6 8 9 lta it I I_. PANEL: I--+ 1 RATING: 277 480VM3� 4W LUG LOCATION: SOURFACE TYPE: SQ -HENS SERVICE: 120/208V,M3�g4W MOUNTING: LOCATION: SORFACE TYPE: SQ-NQOD SERVICE: / . MOUNTING: PANEL: L1 CKT. EQUIPMENT CKT.BKR. BRANCH CIRCUIT CKT. EQUIPMENT CKT.BKR. BRANCH CIRCUIT CKT. EQUIPMENT CKT.BKR. BRANCH CIRCUIT CKT. EQUIPMENT CKT.BKR. BRANCH CIRCUIT N0. SERVED KVA POLE TR � N GND C � N0. SERVED KVA POLE TR � N GND C N0. SERVED KVA POLE TR � N GND C � N0. SERVED KVA POLE TR � N GND C 1 LIGHTING 1,98 1 20 12 12 12 1/2' A 2 SPACE t RECEPTACLES ,720 1 20 12 12 12 1/2' A 2 AHU-1 3,71 3 40 8 - 8 3/4' 3 LIGHTING 1,80 1 20 12 12 12 1/2" B 4 3 RECEPTACLES 1,08 1 20 12 12 12 1/2" B 4 3,71 8 5 LIGHTING 2,88 1 20 12 12 12 1/2' C 6 5 RECEPTACLES .900 1 20 12 12 12 1/2' C 6 3,71 8 7 LIGHTING 2,61 1 20 12 12 12 1/2' A 8 7 RECEPTACLES .900 1 20 12 12 12 1/2' A 8 AHU-2 3,71 3 40 8 - 8 3/4" 9 LIGHTING 1,32 1 20 12 12 12 1/2' B 10 9 RECEPTACLES .720 1 20 12 12 12 1/2" B 10 3J1 8 11 PARKING LUT LIGHTING 1,60. 1 20 10 10 10 3/4' C 12 11 RECEPTACLES ,720 1 20 12 12 12 1/2" C 12 3,71 8 13 PARKING LOT LIGHTING 2,00 1 20 10 10 10 3/4' A 14 13 RECEPTACLES ,720 1 20 12 12 12 1/2' A 14 AHU-3 A ,500 3 20 10 - 10 3/4' 15 PARKING LOT LIGHTING 1,60 1 20 10 10 10 3/4' B 16 15 RECEPTACLES 1900 1 20 12 12 12 1/2" B 16 ,500 10 17 PARKING LOT LIGHTING 1,60 1 20 10 10 10 3/4" c 18 17 RECEPTACLES ,900 1 20 12 12 12 1/2' C 18 ,500 10 19 PARKING LOT LIGHTING 1,60 1 20 10 10 10 3/4' A 20 19 RECEPTACLES 1900 1 20 12 12 12 1/2' A Zo CU -1 A .500 3 30 10 - 10 3/4" 21 PARKING LOT LIGHTING 1.20 1 20 10 10 10 3/4' B 22 21 RECEPTACLES ,900 1 20 12 12 12 1/2' B 22 ,500 10 23 PARKING LOT LIGHTING 1,20 1 20 10 10 10 3/4' C 24 23 GFI RECEPTACLES ,360 1 20 12 12 12 1/2' C 24 ,500 10 25 PARKING LUT LIGHTING L60 1 20 10 10 10 3/4' A 26 25 REFRIGERATOR .700 1 20 12 12 12 1/2" A 26 CU -2 � ,500 3 30 10 - 10 3/4'_ 27 PARKING LOT LIGHTING 1,60 1 20 10 10 10 3/4' B 28 27 EWC ,500 1 20 12 12 12 1/2" B 28 ,500 10 29 PARKING LOT LIGHTING 1.20 1 20 10 10 10 3/4" C 30 29 RECEPTACLES ,360 1 20 12 12 12 1/2' C 30 __ ,500 10 31 PARKING LOT LIGHTING 1.20 1 20 10 10 10 3/4' A 32 31 RECEPTACLES .720 1 20 12 12 12 1/2" A 32 CU -3 1,93 3 20 10 - 10 3/4' 33 SPARE 1 20 B 34 33 RECEPTACLES ,720 1 20 12 12 12 1/2' B 34 1,93 10 35 1 1 20 C 36 35 RECEPTACLES .720 1 20 12 12 12 1/2' C 36 1,93 10 37 TRANSFORMER T-1 25,00 3 125 1/0 - 6 2" A 38 37 EF -3 ,277 3 20 12 - 12 3/4' A 38 EF -1 700 1 20 12 12 12 1/2' 39 25,00 1/0 B 40 39 .277 12 B 40 EF -2 ,700 1 20 12 12 12 1/2' 41 25,00 1/0 C 42 41 ,277 12 c 42 RECEPTACLE ,180 1 20 12 12 12 1/2' EQUIPMENT .SERVED CONN. LOAD LF DF DESIGN LOAD REMARKS: EQUIPMENT SERVED CONN. LOAD LF DF DESIGN LOAD REMARKS: LIGHTING 26.99 1,25 33.74 RECEPTACLES 10,00 1,00 10,00 - PROVIDE GROUND BUS &NEUTRAL BUS. -PROVIDE GROUND BUS &NEUTRAL BUS. TRANSFORMER T-1 75,00 1,00 75,00 - PROVIDE TYPE WRITTEN DIRECTORY. RECEPTACLES 12,10 ,50 6.05 _ PROVIDE TYPE WRITTEN DIRECTORY. HVAC 34J8 1,00 34,78 EWH 4,00 1.00 4,00 - PROVIDE FEED THROUGH LUGS PANEL L1A 17,02 1.00 17,02 TOTAL 108J4 KVA � LOAD NDN -COINCIDENT WITH LARGER LOAD TOTAL 71,85 KVA SPARE 42 CIRCUITS 131 AMPS SPARE 42 CIRCUITS 199 AMPS RATING: 225 AMP M.L.O. LUG LOCATION: BOTTOM A.I.C.: 22K PANEL: Ll A SERVICE: 120/208V, 30, 4W MOUNTING: SURFACE TYPE: SQ-p-NQOD CKT. EQUIPMENT CKT.BKR. BRANCH CIRCUIT CKT. EQUIPMENT CKT.BKR. BRANCH CIRCUIT N0. SERVED KVA POLE TR 0 N GND C � NO. SERVED KVA POLE TR 0 N GND C 1 EWH-1 1,33 3 20 10 10 10 3/4' A 2 RECEPTACLES 1900 1 20 12 12 12 3/4' 3 1,33 10 B 4 ,900 5 1,33 10 C 6 ,900 7 RECEPTACLES ,540 1 20 12 12 12 1/2' A 8 VENDING MACHINE 1,00 9 RECEPTACLES ,720 1 20 12 12 12 1/2" B 10 VENDING MACHINE 1,00 11 RECEPTACLES 1900 1 20 12 12 12 1/2' C 12 RECEPTACLES .180 13 RECEPTACLES ,720 1 20 12 12 12 1/2' A 14 VENDING MACHINE 1,00 15 POWER POLE ,900 1 20 12 12 12 1/2" B 16 SPACE SERVICE DISCONNECT 17 POWER POLE ,900 1 20 12 12 12 1/2' C 18 200A 3� 4W FUSED DISCONNECT WIRE 200. (1) #2 CU, 19 POWER POLE 1900 1 20 12 12 12 1/2' A 20 AMP FUSES IN 21 POWER POLE 1900 1 20 12 12 12 1/2' B 22 NEMA 3R ENCLOSURE CU. CLAD GROUND METALLIC WATER 23 POWER POLE 1900 1 20 12 12 12 1/2" C 24 ELECTRODE AND 25 POWER POLE 1900 1 20 12 12 12 1/2' A 26 27 EF -4 ,277 3 20 12 - 12 3/4' B 28 29 .277 12 C 30 (4) #4/0 AWG IN 21/2" C. 31 ,277 12 A 32 33 LC -1 .200 1 20 12 12 12 1/2" B 34 35 SPARE 1 20 C 36 37 A 38 METER 39 B 40 41 C 42 _ EQUIPMENT SERVED CONN. LOAD LF DF DESIGN LOAD REMARKS: RECEPTACLES 10,00 1,00 10,00 (3) #4/0 AWG (1) #4 GND. IN RECEPTACLES 3,98 .50 1.99 -PROVIDE GROUND BUS & NEUTRAL BUS. EQUIPMENT 5,03 1,00 5,03 -PROVIDE TYPE WRITTEN DIRECTORY. PANEL FED FROM PANEL L1, (4) #4/0 AWG (1) #2 CND. IN 21/2" C. PANEL TOTAL 17,02 KVA H1 SPARE 42 CIRCUITS noon Myo (4) #4/0 AWG IN 4" C. AND ONE SPARE 277/480v 4" C. WITH PULL WIRE, FIELD VERIFY :i0 4W EXACT TERMINATION PRIOR TO BIDDING. (3) #4/0 AWG (1) #4 CND. IN TRANSFORMER T-1 480 -120/208Y 75kVA DRY TYPE TRANSFORMER (h) #4/0 AWG (1) #2 CND, I PANEL PANEL L1 L1 A 225 MCB 225 MLO azo/zoav 120/208v 35CHEIDULES ANF-) PROJ 1HESE DOCUMENT9 AND I" COMEN13 ARE 7W PROPERTY OF fz 0 4w 3+a 4w PANEL DATE 09-19-03 DR DNR � DNR cx)PYRIGHT QC STATEMENT RFPRODUI.`11pIS OR MOOFiG1110113 OF lIk9E DOg111E?!iS W1FIOUT it+E E%PRESS MIRITt01 CCNSEIIT OF Hsl► Is PRaMel1>� ev uw �`T or - 4 ��