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HomeMy WebLinkAbout2905 Orlando Dr 96-3067 Plans Public Storaget S , m- t + t F i - x . y a , I'L[T-Yr 4 FOR 4 +r b i t( { � tin is r E� ,�. � ~ ~ ' ~ ^ � ~ ~ 2-1 LLJ 2-1 CD LO CD Ln ^� � C:) -� o (D Ln LO � � ~~ U- Li: f J v. I A �4d A5 2pi 20'-0' 20'-0' 25'-0' 251-01 A PREFINI5HEP METAL A(o CAP FLASHING FREFINI17HED FREF"5HED METAL GUTTER, 21-24 METAL (:�UtTER OLLN5PO T A 7, A5 PREFINISHEID METAL CAP FLA5WIN�4 ON PARAPER t7l C4 TOP OF MASONRY -SZEFIN15HED METAL A2 TOP OF MASONRY RAE FLAS EL. 14' TYPICAL DOUN5F OUT C, 0 L. ?EE SHEET A 20 7'0 tu CANOPY ROOR SINGLE F _Y ROOFING MEMBRANE ON FLYWOO DECK METAL P FLASHING AW in A, Y1, f Al A 4 Ak , c L H. Lt i L_� 4 Ilk L/ I LL I -A- t 4`4 4 !T II:A& FREFINI6WED METAL HIGH EAVE FLASHING 7�, "I. Vt`,��a F -IN15HED METAL REF RAKE FLASHING 5., 4r,,' �J'j 'W; fy- Nj jr-1 L Lo 1 -4-4 PREFIN15HED METAL GUTTER 2(o GAUGE LONG SPAN A5 cu ROOF PANELS. TYPICA .. .... . . RUGID FRAME BY METAL BUILDING E MANUFACTURER TYF I F_ STEEL BEAM. SEE STRUCT. TYP, ui SINGLE PL ROOFING Y, :. A L mEM5RANE. ON PLYWOOD DECK� ANA& PREFIN15H H-D METAL, -CA FLASHING Ju PN S ' � a � ��lAtLI{�Y C p� FfF/ ' fly Y'i4�LF,-QyUl , METAL _ Fl..4.46 4 t d FLU�i'�{. f �1E.T.AL p FOOTING 5CHEDUh SSL D: MTL.< BLDC�. MARK SIZE REINF. REM,ARK.S GRAVITY UPLIFT LATERAL 16'W 205 TOP,2"5 BOTTOM "3 STIRRUPS Q 24' O.C. 24'W x 12'DEEP 405 CONT. #4t,20' O/C TRANS. THICKENED SLAB EDGE O12'U1 x 12' DEEP 205 BOTTOM THICKENED 5LA5 EDGE OWLU x 12' DEEP 2S CONT, THICKENED SLAB 3'-O' 5Qx 1'-0' DEEP 4"5 BOTT. E.W. T / FTG. -P-4' F O 3'-fd' SQx I'-4' DEEP 405 BOTT. E.W. THICKENED SLAB O 3'-(o'xl'-0'x2'-V DEEP TWO LAYERS 5#5 LONG 5AR5 aO5 SPORT BARS THICKENED SLAB Ill K 19.2-K �N (o'-5' SQ.x 2'-5'' DEEP TWO LAYERS 10(o E.W. THICKENED SLAB 43.3 K 25.4 K 0 K' O4'-&' SQx 2'-0' DEEP 505 BOTT. E.W. T / FTG, 4-4' Jr--- j CO tr 12 OF 25 R • ,_ + - •ice'.., ,... .: .- s,,. ... ,.,,< s .. .. ,,. t._. -:' .. .. ✓-.. _: a .' : -: ..�'. 2 r } r r _ _ - h , a s.. , F , , s. + ` l : r t ,t a- `t, SNELL ENGINEERING CONSULTANTS IN 18 0G54 CT.O,B.B1 11B c .. ;. ,a, s. _.. MOB.- c_A ' _ GB5 <T.O.+im_ TEA1491 SECOND STREET SUI � SARASOTA FLORIDA 3 236 , 'A PH. 941 954 0681 c T B3 C I P� 0 � F 941 '954 0483 AX .O.B_ t �r 4 ,t (74 m U co kz LL 77" 1 (44" Z q, -IET Af\ tit TOP OF PARAf STRUCTURAL 5TEEL��tOLUMk EL. 15'-0' . ..... _t, �FRAME BY. PRE - ENP_ . MTL -OOTING AT CONCRETE BEAM CONCRETE r 5TEF ENGINEERING EL FRAMES. SEE SNELL CONSULTANTS, INC. SEE SCHEDULE, SCHEDULE FOR SIZE FOR SIZE 4 REINF. 4. THICK C&RCFR�f AND REINFORCEMENT�' ROOF PURLIN -STREET, SUITE, A 5­MA&QNRY-' ALL 1491SECOND u ON�jGRADE- iREINFOR E D V, v 34236 WITH (ox&-Wl.4xWl1.4 SARASOTA, FLORIDA 'LLS WHERE TOP,OF BEAM OC kz� 1111; (941) �954-0681 ;5, L 1&-o' WELDED WIRE:: MESH "DOW Tr�� L E e H a N AN X� V" —0483 FAX:, (941) 954 Asixl' Iq, H CELL__ RT.- El FORCEP,,- Lc�RApEi �R CONT, COkC. TIE 5EAm .4. X-7 y'�'�u ro X ro W -X= )IT H ,DED -HEDULE FOR' SEE -ORC 6IZE� REINF ING A V 4 4 77t - .. . . , .:. 1 .... .� : ,, , a' MASONRY WALL. xA x Xxxx xx X WAS IN CONCRETE 77777111 7­ t I I FILLE D CELLS 4L 0A _7 "V a.- a, MA50NRY WALL O.C. il '4 t W/105 IN CONCRETE J 777� A' q'. 77 A FILLED.CELL6 WHERE AA14v'� A, ARAPET . 4 .4. ' ' ' .. ti. TOP OF BEAM ­4 - , " - _ . - . .�4 " . , �jt EL, 14'- 5' 1. Z�' TOP'OF P P4 SHOWN ONFLAN 7NI A EL. ll'-5' -71 1'1= CONT, KO. BLOCK FILLED CONT. 5'xl2' CONC. TIE V fi�,' T41 I I CoNT. C ,ETE IR _ONC. DULE 1 177, w SOLID W/ 3000 Pei C BEAM. SEE BEAM 5CHE Fc'R AND 105 CONT. FOR REINFORCING STEP Roof= PURLIN 6 ZE'4'P -INF. Ai� Al 'it 4� TOP OF BEAM A$ REQUIRED f;REQ'D BY PRE-ENG FOR ATTACHMENT OF STEEL CONT, P.T, 2xro W/ 1/2' W/IS IN CONCRETE ANGLE. ANCHOR BOLTS A5 MASONRY WALL rRJ""� Ar" . 0 FILLED CELLS WHERE DIA EXP. ANCHOR5 MTL 5LDG. FA5'R Ir 24' O.C. SCALE: 3/4'=V-0' - - - 614OWN ON PLAN ROOF PURLIN 3/4'�� V-0 1 4, j L 4'X4'xi/4'x LONG ANGLE NNEL AND i c& vlo WELDED TO CHA F--,—CONT. 4'x(o x-'/a' STEEL TOP OF BEAM EAM ANCHORED TO CONC. 5 ANGLE W191a' DIA, A. L THIC K CONCRETE 6 W/2-5/6' DIA VARIE& EXP. ANCHOR ON GFRADE� R.EINFORC BOLTS 46' O.C. t i-, CONT. P.T. 2xr CONT. 'x(o x3/*' STEEL W/ I 05�' I 77- VITH �,xro-�WIAAIJI.4 W1 1/2' FIL'ED C �1_,$ HERr= TOP Or- BEAM DIA. ANGLE Wl%l DIA, A. 17.4 P PUFZLIN EXP. ANCHOR5 CON C COLUMN EL, V-0 1 2 42 OC. _0 CONCRETE BEAM BOLTS w 462 O.C. STEEL SEE SCHEDULE 5 SCHEDULE 4,��WN 9 .777 EE 'REINF. FOR '��'FRAME' BY; PR,47iEl V, FOP, SIZE 4 RENF. 7' T BLDG. FA5'R !EACH FIL:� m L 4'X4'xl/4'x (o' LONG ANGLE IVE TICAL, N EACH HAIRPI 4-3/4' DIA BENT THREADED ANCHORED TO CONC. BEAM W1 4, 31 WELDED TO CHANNEL AND 4' THICK CONCRETE SLAB IN t, EXTERI COLU C&X1015 ROD$ WITH 24' HOOK, ON GRADE, REINFORCED DOU51-E NUT ATTACHME, T (5FE PLAN FOR N 2-E,/5' DIA, EXP. ANCHOR SIZE -WI.4xWI.4 31 "Hop WITH (ox(o TO STEEL FRAME FLANGE. AS 4 D 5Y N OP OF BEAM :PRE-E T _4 sz, PURLINN EL. 10'-Oa 'Mt LQ Ll WELDED WIRE MESH A g", SLOPE ; coNT. coNc. TIE 5EAl- XXX-X-"- Xxxxxx SEE SCHEDULE FOR 'j--j-j' SIZE f REINFORCING Vxl(o' CONC. TIE BEAM SCALE- -3/4' V-0- tl lul T,-03 STIRRUPS W1/405 CON 4 A 241 O.C. In VMASONRY WALL -Tr IN CONCRE FILLED CELL$ WHERE 4. a' MASONRY WALL j SHOWN ON PLAN W/105 N CONCRETE % 'A. A FILLED CELLS WHERE 4� -"V �'V METAL BUILDING FRAME L 4X4'xl/4'x5' LONG GRID SHOWN ON PLAN SEE ARCHITECTURAL. 711�1� 4", J, f':'je:�Vii WELDED TO STEEL A V A,' DRAUJINCT5 MING BEAM. SEE FRA PLAN FOR LOCATION CONT. P.T. 2X8 50 CHANNELS or .:I --I F=I I I- LTEr .7 T05EAM E,/a' CDX PLYWOOD -I 7_1 CONCRETE FOOTING T SHEATHING OTING'AT ONCRETE, FO E I -LAN AND 8CHEIDU LE SE 'Z' PURLIN EEL--F E. -"E?EE FOR SIZE AND'REINF. a St F�4m 5 F tr 5CHEDUL FOR;5 ZE SCALE: 3/4'4-01 ro'CEE Iro LE*-.3/4'=V-0' scA AND 24' OC. S(5ALE:, 3 =6RqEM;=N TOP OF BEAM -04 7 SCALE: 3/4'= V V 0 CONCRETE BEAM CONT. L 3'x3'xl/4' ROOF PUFQ1_N ANGLE WELDED SEE SCHEDULE 0 w FOR SIZE 4 RENF. TO EXISTING STEEL a. MASONRY WALL, ,I' BOLT TO CHANNEL -.!MASONRY WALL., _�' ky'. W05 N'CONCRETE- BEAM W/2-rl/a' DIA. A325 IN )Nr -FETE FILLED CELLS WHERE BOLTS -RF BEYOND _4 ILLEb 6"E L S W H SHOWN ONPLAN OWN ON PLAN TOP OF BEAM 5H 1/2'xa'xlO' LONG TOP OF PARAPET A& . .. ......... ....... -0 -1/2' DIA. x EL. 10' W/4 A 05 JDOWEL AT . ............ ......... . . . . . . . . . . . . . 05 L OU ONT. CONC. TIE BEAM 3' HOOK EL. IV-& -4 . . . . . . . . . . . . . . . . . . . . . . . . . . . W12x2(o .................. SEE SCHEDULE FOR 4' THICK CONCRETE SLAB ONC CELL VERTICAL ...... 4THICK C RETE, SLAB, SIZE REINFORCING 4 CONCRETE COLUMN ..................... ON GRADE, REINFORCED . ........... ............ ON Gil DE w 'REINFORCED- SEE SCHEDULE FOR (30' MR* LAP) WITH &x(o-Wl.4xWl.4 . . . .......................... W ^WlAxW1.4 ITH 6x6- a , SIZE AND REII�,F CELL$ WHERE WELDED MESH,, 4"i a MA50NRY WALL WELDED WIRE MES�4 WAS IN CONCRETE SLOPE FILLEr SHOWN ON PLAN D(X>(-X - ;1--- -4- MA50NRY WALL PRE-CA5T LINTEL FILLED W/IS IN CONCRETE 1 1-7— A 1-71 SOLID W1 30d>0 psi CONC. I 1 5 CONT. AND lw_ EL, FILLED CELLS 46' =11-0 0 77 C. '4 MASONRY WALL rNUOU5, CONCRETE, SCALE: 3/4'z;l'-0' BEYOND CON WALL BEYOND FOOTING SCHED. AT'iENDWA SEE, PLAN AND, ---- 7rli I F(�)R SIZE AND kEINF. ONTNUOL16 CONCRETE FOOTING AT ENDWA LL5 TOP OF PARAPET SEE PLAN AND SCHEID. NC. 5 CONT. K.O. BLOCK FILLED EL. 14'-8' 0 SOLID W1 3000 psi CoNc. EYO A, FOR 81ZE AND REINF. ol LE! 3/4'= V- 5CA SCALE,: 3/4'= 1'-0' AND 145 CONT 77 Of: FURLIN RO a' MASONRY WALL W/105 IN CONCRETE FILLED CELLS WHERE SHOWN ON PLAN .......... ............. .............. ROOF PURLIN 777 THICK CONCf;ZETE 5LA5 ......... 4 NT 05 DOWEL'04 a, M,45ONR'�r WALL ON GRADE, REINFORCED CONT. P.T. 2x,(o W/ 1/2' ........ ................. LED WITH (2xro-WJAxWl.4 EACH FiL IETE ................. ........ DIA. EXP. ANCHORS CELL, VERTI(�.;' AL Wllw- IN CONCR EAl'l ELL5 WHERE WELDED WIRE MESH* TOP OF -5 2 4' O.C. -FILLED C ............... MIN',�,AF TOP -OF E �E AM . . . . . . J Alli'\ SHOWN ON,PLAN Al I EL. VARIE5 SLOPE - - - - - - - - ... ..... EL.- 10.',0' r "j, .... .......... E L 4'X4'xl/4'x (o' LONG ANGLE CONCRETE BEAM . ............ WELDED TO CHANNEL AND "WITH6x&-�WIAX ............ Lul TOP OF BEAM SEE SCHEDULE it.............. A . . . . . . . . . . . 5EAM-SEE 2-F2/&' IDIA EXP. ANCHOR ...... BEAM SCHEDULE -OF ............ N, SL I I l;=i I I = - lo'-o ANCHORED TO CON.C. BEAM W/ r FOR 6I7;= REltF, 1/2' J_111=tl Mi E 5 CONT. Vxl2' CONC, RAKE f;�E, J CONICL FOR REINFORCING RETE BEAM .............. SEE SCHEDULE FOR ........... 51ZE f RENFORCD45 ------- -ONCFir=T BEAM 7- 4 4' PIA BENT THREAPED ...... ..... 5EF_ 15CHED E CONC. COLUMN RODS WITH 24' HOOK. ... -A 7 . . . . . ......... =OR SIZE 4 RAE co I V DOUBLE NUT ATTACHMENT BEYOND CONTINUOUS THICKENED SLAB TO STEEL FRAME FLANGE. .............. .... SEE Ft -AN AND SCHEDULE EIDGE.� C&XI0.5 cb -j AN REINFORCING. FOR SIZE D METAL BUILDING FRAME -'r'OND BE '41' J" R4 HEDULE FOR -RET CONT.� CONC 5C SEM INF. 5cALE. 3/4'=V-0' SCALE. 3/4'=I'-O' SCALE' 3/4= V-0' w 5CAL-E* 3/4m= .02 4' _-T C LA: A. J lizz 5T 2 DF 'FOR. rz Of 0 N f,,INPI� 4 U L "0 0" A NP IT C -FOR, 5Tk It SHALL PTIRU dfU FOUNDATION MR-79 2 �,THE'LINE Q, F OF dCNc)IT'I( Ho $T,:5E "PIP 4 K E FE 9; x IF �, THE � 0� _x r N "p, P tilsiG IL '4` I e-u 1- %7, iw t t w r%f" 'STRENGTH 15 NOTED ON THE DRAWINGS OR SPECIFICATION, HOLLOW ODE A L 4,,"f:0 61'�'MANUAL-STANPAf S-AN-D'SPECIFICATION6 UNIT$,,_8HALL HAVE A MINIMUM.f* OF, 1000 P51 ANP SOLID UNITS 6,NC ING A '0' 'A MTkiTMI fM =I— I cDam Lu"' �77 [Af I I I AN A- LC AN, T, �$IM LTANEOI LA AP -6U6, A j 4 TRENCHEA,'�C 5 U - N LE :S.6t, 6" ARRi A C CTE; UkL PS I LL� WOF FOR, A T! _P '2 - 'THE,: FABRIC WAr 'p THE, REVIEW A L 6H C TRACT�� i��VTFW,STAI IV, -.6 v !"N4 Art ZEf -A 5H BE 'N - � I - , I S,`� H0Rj,;4&,` LY� T'RilCTURAL, 01MEN84(* qT, 4. -MASONRY MORTAR SHALL C6NFOFZM. TO ASTM C210. UNLE$SQTHERlJJI$E I A ,u6t, BE ��P , , A6, IN8T T DR NG$, ARCHITECTURAL 'Noid'ATED ON THt,STRUC URAL AWI AUJING6,' I THE SPECIFICATIONS OR A,$�,RPCOMMENPEV BY THE, ''PR P HITEq-,T-.-, AN[ R JlAKLIFACTURER, MORTAR SHALL BE TYPE 6 MORTAR ..EEPING'0tHTHE at Qq VIC CTURAL ROUT MASONRY GROUT SHALL COMPLY WITH TwEFINE G REQUIREMENTS T, N- - - OF ASTM C41(o MAXIMUM SLUMP SHALL BE 8' AND T14E MINIMUM &uI NT15ASE6',, MECHANICAL OMPRESSIVE 5T Rr=W-iTH SHALL 5E,3,000 P$IAT 2a DAYS. ro �."5EAM6,1-NTELS OR BASE PLATES BEARING ON MA-16NRY WALLS 5HALL "0 �TO` 6IZEANP. HAVE A"MINIMUM 5EARIW3 OF: O.'UNLESS OTHERWISE NOTED, BEARING �-,HITE. TURA. �d'H, -AL-"AND ELECTRICAL�,PRAWNGS ":'HALL 5EiON SOLID BLOCK LAID IN CEMENT MORTAR ALL JOINTS N -O�­ N�i_,PITS,-TRENCHES, ME -, T,, FE! ARE TO 5E.FULLY FILLED WITH MORTAR THIS SHALL,51E DONE FOR 46,-,dk V�5.,AND CHe.WFER$ "A MINIMUM LENGTH EQUAL TO TWICE THE . LENGTH or-, OEAKM, i.e.- -4 BE QU i(o- SYMMETRICAL A15OUT CENTER Or EARING AND A D _PTH, r= AL TO BEARING (mikimum'��,,) IF HOLLOW 5LO X6 A THE -LENGTH Of- C RE -OR R. HA EEN i4cr USED THE VOUDS SHALL BE FILLEOVITH TYPE .5 MORTAR. 'KNOCK- 'tiC 1. - - I ACTOR �� i � N "THE,'r Z. :PQR3N_G,,,r,. STF bNTR �-AT JOP LOAD 5EARNG MASONRY WALLS PROVIDE A T� of- C­_ �_'OUV COURSE FILLED SOLID WITH 3,00 �*Sl (AT,26 DAY ).CONCRETE. Of i'e AdSE ik", '64LIty 'CU FR_QM A 7"-C 'A9NP, JA" ...... �SEE PLANS AND 6ECTIONS'F<:* FULL P'ETAIL6. �ST F;g'Ur THE CC T1 A' e' EPT"OULL , SHAL�L,�, CC PNLES6'OTHERWI6E $,HOWN:CN THE DRAWING .5 OR SPECIFICATIONS,, MEA RE&, PROVIDE GALVANIZED 'CONTINUOUS. -LADDER TYPE,x REINFORCEMENT %5ILITY:'_OF THE,-:C0N_ TRA CJ,915t, TO PROVIDE WITH 013 SIDE. AND CROSS RODS IN UPTW 21 LESS THAN WALL ,"CING%��$HO G%�$ EET,_, THICKNESS. PROVIDE ALL PREFABRICATED COI, AND TEE A R_ l�6Tm,,,F,,R, AP JACENT TION6. UNLE55'OTHERWISEL SHOWN OR SPECIFIED REINFORCE ',t-lAAilvQ%PY _rl 0- 1 TW ;=v;=QY 2NO Rl nr-< r_6U%2SF_ PP-0\405 ADDITIONAL -UKy,tMtN 1 '7 1 KtNCI I H t2HALL�, Mt 25 PATW (;;QNC;FkF=Tt_. THtz KtilNt N� I A ;�+lpi gvA =AT TL1= APn\/=AP;=TWr-r)fP PMr-WT 12,W I I RP A MINIMUM :REVmuA IN EP UPON AVAILABLE AT THE TIME -ECIFIC QUIR -lENT5 (IF REFER TO; FLANSANP SECTIOWFOR,51' IRE Et T -THAN �MINIMUM REQUIREM NT5� FOR 15AR SIZE, SPACING AND ER E ON MASONRY W1 1#5 IN -THEN Tr _CTION5 4P WRIT ;N DIRE ANCHORAGE. FILLED CELL5 401 0. E GNeER,OF PrECORD, I�FORF_'_ 1- 110. UNLESS OTHERWISE � SHOWN OR SPECIFIED, PROVIDE STANDARD. 130 DEGREE iATH :HOOK:AT TOP or,EACH VERTICAL REINFORCING BAR. ALTERNATE CE34 OL CONCRETE15 FOUR P� N tE ENEI>'6*J TER THE EXCAVATION SHALL BE, �T WA DIRECTION OF HOOK INTO SLA5 OR BEAM. 11 z85 OTHERWISE SHOWN OR SPECIFIED, PROADE STANDARD 24 GAGE UNLr ...... EL. 101-01 ,TEf;?iA AND THE 50TTOM OF: THE 6OFtF,'Nrzb HA L GALVANIZE STEEL TIES.AND/OR ANCHORS AT Wo' O/C VERTICALLY ,,,,.THE-, EBLOCK ABUTS OR FACES CONCRETE. PARAPETWALL 12., EXPANSION AND CONTROL JOINTS N MA50NRY WALL SHALL BE PROVIDED AS REQUIRED BY ARCHITECT. SEE ARCHITECTURAL TH L L� STRU EL �EMERT5 FRAt ORA, WINIG6 FOR DETAILS T.O.WALL a x1ro' PORTION OF _CTUFZAL _AIN-EARTHM 5 BEFORE RET 09L EL- 14' 8' Cl COLUMN mmm& sTEEL NoTE8 ITf IS-APK0Uf4 .PN5,�UNLES6,'THE WALL" TE LY, <PiLL,"ANC>,'-C-OMt=AC.T�r=ACH,,.510r=�OF T L r;,TFZUCTURL STEEL DESIGN, WORI<MANSHIP, FABRICATIONS AND ERECTION SHALL CONFORMT0'LATE5T EDITION OF THE AI5C T.O.5. T.O.B. LY -ON. SPECIFICATION FOR, THE DESIGN, FABRICATION AND ERECTION OF JCTURAL STEEL FOR AS WELL AS, THE LATES EL. VARlEd'r .......... .. .......... ... .. . ................... ............ ...... �. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .... .... I . ........ I -, - . ...... .......... ----- ............ OL '-F El_ ll'-a' RADE,-Al_=MOVE,e(�l-T $P6T5 AND. FOREIGN -MATTER -(WHERE' 5 5T6 C TED, -OF �,5TANDARD PRA EDITION OF -AIC CODE CTidE FOR STEEL ....... ........ ...... .... . ..... ..... ..... . ..... 14 �7, ., ��* L .'m .......... ..... -CIFe,-- N Trzrp�CN-HE 6TF BUILDINGS AND BRIDGES. ...... ...... ............ ..... .. ...... .. ......... .. ........ .......... .. ..... .... ... ... . ..... ...... ..... ...... .. ...... -0,TN E CAVATION5ANP; 2. ,ALL: SHOP DRAWINGS PREPARED-- BY A FABRICATOR $HALL BE ...... ............... . ............. . ....... ............ ..... ..,,5UeMITTE0 TO'tHL r=w-,NEr=R OF RFECORD AS AN INDICATION,THAT 0 --IC- �Y 'fED ;3ASEH; BAc BE LL... ;-THE, INTENT OF: THE STRUCTURA OOD L'DOCUMENT9 HAS BEEN UNDER�ST ... ..... IN;MA> M,51�'HIG' 0( 'AND ACCOM I PPVRAWD,45.5HALL BE PARED AND ..... . DARP-00ROCTOR PRY U5MI TED,_�N THE MANNER*-� T ..... ... ..... ..... . .. , PE,.UNPE 5 ON JR-AD A-ro PR A G F WI$r Q\ -ON ECTION5, UNLESS ,A STRUCTURAL: 5TE;EL; -ALL r_ ­ NE yo �liNimuM -OTHERWISE FECIFIED'OR2-1)ETAILEV WITHIN THE NIMUM F,� STRUCTURAL DOCUMENT%�5HALL BE DE5IGNEP AND THE FABRICATOR. THE SHOP DRAWINGS C) . ..... .. 4.4 OF �$TANP FRO F Ro CTOR: D IMUM DETAILED'BY -Y C RI FOR THE DESIGN OF ALL, SHALL SPEC:Ir RItE A CONNECTIONS AND SHALL -IDENTIFY THE, NATURE, -;N LOADS TO,5E MAGNITUDE ANP 'LOCATION OF ALL PE6I6 WINGS, A$ IN" I I OF 5HOP� PRA PIR1 ECTED WITH IMPOSED ONTHE CONNECTIO . THEFA5RICAITOR SHONGF M-ATI $HALL BE RESPONS�15LE,FOR IMPLEMENTNG,THE DESIGN . ..... . FIN. FLR E (:;)F-THE AS 5PEIFIEr.>AND FOR HA INtAININ G FABRICATION AND �5Y TH'E-l-E-NG -NO ENSURING THE FIT ANP -ERECTION TOLERANCE$ A — — — — — — — — — EL. o' -ol CONTRACT T E M45 ITYOF IXTURE, FA5RICATO EREC t�E et, R$'WHO IL _j Lui rz T4Af,..THE WORK trl �.PROvIDE, IG, DESIGN SERVICES A5 A PART OF — — — — — — — -- — — — — RMITY TH THE .6TR�C7U"L THEIR SHOP DRAW4qC;,pREPARATION ARE DEEMED TO 15E 0 T H F_ PRAc TICING :*Al_�ENGINEERING. Tpr= SLY HA psz�q R. E, �N_ SUCH DRAWINGS, MU$T� BE, PREPARED UNDER THE DIRECT _CNTROj PARTIAL NORTH ELEVATION A-L I , TAINtHE C6NTRA&fCF; , G 6UPERVISIP N AND, _:10F A FLORIDA Rr=GI5TERED ,OWEACH,ZHI��T A AS WELL SIGNATURE kNP PROFE66D :*AL 50 RE(2UE5TEr.>, &Hop 66 A ULA INS, BEAR44G,THE SIG ATURE SCALE' 1/4'=I'-O' ANE> _N ANID,_iH, OF- HE FLORIDA REGISTERED 5IdNAL 'EN& INEERS HALL BE SUBMITTED TO THE N _T NEFSONRY MA_ F_ RIAL TRANSPORTATION, 3. ALL" WELDING SHALL OW' -TO AND IS TO BE, UNDERTAKEN BY A a' ��l OT� HER rRoCEPP �FA5RICA ALIFICATION5. CONFORM TO THE STRUCTURAL TOR WHOSE QlU PING SOCIETY (AW6-DI.D. WELPM.ICODE OF.AMERI cAr4 WEI-' T.O.5. CB4 FOR .,ALL ING TO ASTM A36 4. STRUCTURAL STEE $HALL BE NEW, CONF6F�� EL. 10'-0 ... . .. ... .... �:CO CRETE7AV!,.3a. LATEST.EV ITI SPEC IFIC ALLY NOTED. OTHERWISE (WIT, A MINIMUM YIELD,5TRE$5:,0F 36 K51) .... .... .... .. ..... .... ... ........ ... .... ... .. .... .. . ...... C I 01,�IrbRMNG To ASTM Ag? I Ell WIT _";A. -�HOLLOW STRUCTURAL TU5E.SErTIONS SHALL CrOrl-ORM TO WALL A5TM A500,�GRADE 5 (WITH -A MINIMUM YIELD STRESS TEP_ OF'4ro KSI)., OF,.STAN FORETAILIN010" A 5. STRUCTURAL STEEL PlPe,5H LL CQNFOI;RM TO ASTM A53' O'xlro' PORTION OF xlro, PORTION OF T 1;�E 31r UNLF,55' Tf;,Ua TYPES E OR 5, GRADE (WITH, A MINIMUM YIELD STRE LAP-, F. .RCING or 35, K51). Cl COLUMN C& COLUMN T 30 L,4M ETE 5.:`ALL'50LTS, NUTS AND WASHERS USED IN �ONIsIECTIONS $HALL r =Ssk j� N�;:RETE SHAL ONFORM TO A =sS"OTHERWISE INDICATED. sTm:A325 UNLA r,.20. -Y 440 PA ­� (o. ALL ANCHOR 15OLTSr FOR- BASE PLTE6 AND 5EARING,FLATE5 AND ALL THERWI=. kj;:R'SLUMF -ARE'. PT -54ed ,6 N -UNLr NUTS AND WASHERS SHALL CONFORM TO A$TM 301 z55 OTHERWISE IXI, CONCP �t MAIx", NOTElD. 1*TEP,� BETWEEN_ p0IN6','HIXz, WATER AND DEPO5 T ALL,�,5#ARJNG PLATE6 ON MASONRY WALL5 UNDER 5EAm8 SHALL BE T.O.5, R'R TIME SIZED TO LIMIT LOAD TO MASONRY TOA MAXIMUM OF 1&0 1=51. ALL OL VIDE'A VED., WATER EAM BEARING P ATES, SHALL BE PROVIDED WI H TWO 1/2' DIAMETER L EL. lo'-O' .. .. ....... I .. I Ij ... ..... .... . ..... .... . .. ...... .. ..... .... .. . .. .. C51 i:*4FCWINC.,__TQ, A;5.TM: E30LTS X LON43 � GROUTED. INTO MASONRY CAVITIES, UNLESS ,E �ANP '�4 BE SEP KTURES.% 5 NFORMI TO�JA U OT RU Ams SHALL BE WE!, D,TO BEARING PLATES HE 5E NOTED., BE R,�PTJ 51 UNLESS OTHERWISE NOTED. D,4 CONC. FILLED a., CLEAN AND'FREPARE ALL 'SURFACES TO 5Sf=F-6fm12 PRIMER, APPLY CELLS a 4a' O.C. 2' 0 E,COAT F6TT-p-a6 TYPE�,,Ii OR 6SPC-PAIKT 14 TO PROVIDE 2-0, TYPICAL a'MA5ONRY RTHAT A Tu 4<NE$$, EXCEPT. EXTERIOR SHeLFAkGLE6, mL DRY FILM THIC i stA H T, LE5'ON At- -A PLATE-5 AND LINTEL ANG. L EXTE -IOR SU E,5: PROTECTED Y BY MA6<*R -WITH -No -VAPOR BARRIER, WHICH $HALL RECEIVE loNL Y 'TH IE, Yp TWO,�'OATe. FIELD "TOUCH Uf'�`66LTS, WELD% BURNED OR -C6NPUITkli._ T E: OM OR,; 'CRAP SURFACES AFTER: ERECTION.' _T INFi H T, A,5$,T RO I,OwUT$IPE It :;H 6E RAL DRAWINGS NO HOLES OTHER THAN'THO OWN ON THE 6TRUCTU SHALL BE MADE IN ANY STEEL- MEMBER WITHOUT. THE WRITTEN, _ER OF RECORD. APPROVAL OF THE ENGINE F =R 0, CLOSER Tr to, WELc> CONTINUCU$,VERTI CAL I ;> OVE TAIL ANCHOR 6LOT$ AT 24' FIN- FLR �.RETE�� 'A� OVE R_ :FOR�MA RY,ANCHOR5�AT 11 `ENTkS -41 CENTERSON ALL-�STEEL jP'P �D' T E Z 4V N. U -AcEP. WIt4 SURFACES 10 BE 5 ILT, NTO, ABUTTED 5Yi OR r EL. 0 -IN6 OVID F ALL NE�CE,65ARYY TEMPORARY 5RAC TO KEEP THE RpHIT AND SPECIF Jr-ATION6"FOR STRUCTURE SAFE ND PLI UH5;'A5RACM SHOWN ON,5TRUCTURAL .�O r C, H ON o" F11- ED, N _AP OLES12, DR WING5 I$ FOf;k, > BUILDING ONLY, �'A ffINI5HEr AND ELEC NGINEER,5 'AND 'COORDINATE WITH THE ME CHANICA TRICAL E PARTIAL WE&T ELE""VATION R6 $HALI, �,,5 L ALL-SU5 TRAOE5,W�466E WC T6 THE DETAILING, FABRICATION _�-THE.,,ARC ITEC �5HALL BY 7AWINGS, AND ERECTION-, OF,' T 5tfi�uc TUf;�AL STEEL. SCALE: 1/41=1' -ON Al"'t.1 _OWINGJQ�ERAN IRVARIATION FROM FLU 13, --THE FOLI -15 AND LEVEL 'SHALL El BE M T XTERIOR COLUMNS, SPANDREL. BEAMS ND ANGLES', IN lo'-O' 1/5' OTHER PIECES IN 1/4',� lco 'f _ U . z222�Az L.°J� \� U.� / /. it : / �\ 2LU .� 0 U- Z 0$ V\ / W \.�4W.4d6 . . �\| \ � \ ' ... :k max• . , } .. 5(*"JPLY AIR sY 4i/fVlYY {{T 12K r i� FLEX DUCT (TYP) �- � # t t �, r AIR HANDLING UNIT � GERANT x vooz IR1 LINES ra x } x x gyp•,, L' 4� it PRIG C.UND, DRAIN W/ GtAN=0I1T. 5TAND t J 's t r•� A r KEFRIGERAN-T AND CONDENSATE LINES SHALL BE RU1ITE0 CLEAR OF AGCE55AREMOVAL [,� _ # • ,FILTER :SPLI'T SYSTEM A C SCHEDULE ,MARK , 4W—i ARU--2 AFfU-S AHU-4 ZONED SERVED YEST QUAD. EA5T QUAD. 5E QUAD. OFFICE TOTAL CAPACITY (BEH SENSIBLE CAPACITY BE H TOTAL AIR (gfjM 2000 2000 2000 1600 OUTSIDE .AIR CFM 60 60 60 150 . ENTERING AIR < DB B 80/bg 80/61 80/6-1 80/61 EXZ STATIC PRESS. IX-W-oj 050 0.50 050 0.50 BLOWER MOTER IL? 0.15 0.15 0:15 05 ELECTRIC HEAT X1Y WA /A WA WA 157 VTRICAL SERVICE V PH UZ 240/l/60 240AI60 240AI60 240AI60 FILTER TYPE I" T'AWAY I" T'AWAY I° T'AWAY I" T'AWAY BLOWER MODEL NO. MARK OUTDOOR TEMP DEG F TWVO60 CU 1 4159 TWV060 CU:2 TNWOOO CU 3 TW O485 CU-4 COMPRESSOR RLA 28 28 28 20D MAX FUSE MCA 60/56 60/35 60/38 50/2q MIN. SEER EER IOb5/: 10.65/- 10.65/- 11.60/- MIN. H. S. P. F. C. 0. P. - - - COND. UNIT MODEL NO. TTXO60 TTX060 TfXObO TTX048C MANUFACTURER TRANE TRANS TRANS TRANE AIR DEVICE SCHEDULE MARK MANUFACTU.RER MODEL CFM NECK FACE ACCSSORIE5 DESCRPTION_ SR -I AIR GUIDE VH-OB 125-250 14X6 16X8 OHD- DBL. DEF. 51DEY TALL REC-r15TER 5R-2 AIR C-AJIDE VH-05 250-400 20X8 2 10 2X O$D DBL. DEF. 5IDEYV6,LL RE�15T>=R OD-) AIR GUIDE AVP-T-05-!5R 0-125 6X6 / 64) 24X24 OBD / TRANS 4-HAY / LAY -IN 00-2 AIR GUIDE AVP-T-05-5R 125-WO 4Xq / 6' - q"d+ 24X24 05121 TRANS, 4-HAY / LAY -IN OR-1 AIR GUIDE 05-05 0-15 8X4 IOX6 05D CURVED BLADE SUPPLY RC-1 AIR GUIDE RA-A6-T 550-1600 22X22 24X24 1/2"XI/2"XI' GRID EGGGRATE RETURN ALL AIR DEVIGE5 MAY NOT APPLY ACCEPTABLE MANUFACTURERS ARE, AIR GUIDE, METAL AIRS, AND TITUS. LOUVER SCHEDULE MARK MANUFACWRER MODEL LIST SIZE (WxH) mrN. FREE AREA ACCESSORIES DESCRIPTION LV-t BUSKIN:.. 5VI ib X 8 _ .35 I/2" X 1 ° MESH INTAKE OOK VENT < _ 1 T MINATE QA. DUCrT WITH_ IN e . - I MAXIMUM CFM T BLOCK HROUGH VENT, INTAKE (550), EXHAU5T (500) T�ETUF?N AIR:OF'ENING MANUFACTURERS ARROW LOUV1�5 DAMPERS, AND ACCEPTABLE AREi 3 D RUSKIN. } ' - ` DRA�N P THAN AN a WIDI=R f _s AHU,,IrQUiFPEI7 WITH FLOAT j X TYPE SHUT-0FF 5YVITGH. .., REFfR TO PLAN, YIiTW FAN SCHEDULE MARK MANUFACTURER MODEL CFM ESP DRIVE SPEED1.50ANES ELECTRICAL HP DESCRIPTIONICONTROL F-I GOOK GEM -III 1 110 1 .3 1 DIRECT I 1500/5.5 I 115/1/60 I 11 OEILINb MTD. EX4AU5T 1 FAN CONTROL NOTES, I. 5WITCH HTH RESTROOM L16 175 ACGEPTABL.E MANUFACTURERS ARE, COOK, 6REENI-IEGK, AND PERK JINDOOR AIR QUALITY SCHEDULE AIR HANDLER MAXJADJ. OC,W REQUIRED VENT. (CFM/PER50N) REG�IJIRED (CFM) DESIGN (GFM) ZONE I YET 4,7laO 5F O • O • 60 ZONE 2 EAST 4,180 5F 0 i 0 « 6O ZONE 3 SOUTHEAST 3,'1B0 5F O � 0 • b0 ZONE 4 OFFICE, (110 CFM) 6 PEOPLE - 20 120 130 F- AIR BALANCE SCHEDULE FLOOR O. A.IN. U. A, EXHAUST PR. RELIEF PRESSURE HEST QUAD. 60 0 +60 EAST QUAD. 60. - 0 +60 SE QUAD. 60 0 +60 OFFICE GV 150 O +150 TOTAL 510 0 +310 NOTE, RE5TR:OOM EXHAU5T 15 CONSIDERED INTERMITENT SEE IAQ DESIGN DOCUMENTATION NOTE #4 ASSUMED VENTILATION EFFEGTIVENE55 15 Oq5 , IAQ DESIGN DOCUMENTATION 1) A--WAE STANDARD 62-ILIM HAS,BEEN USED TO DETERMINE THE AMOUNT OF OUTSIDE AIR FOR THI5 PROJECT. ANY CHANGE IN- THE 5PACE': USE, CONTAMINANTS, OR OPERATION MAY RF-<WIRE A RE-EVALUATION OF THE DESIGN AND IMPLEMENTATION OF NEEDED CHANGES. 2) , THIS DESIGN 15 BASED ON THE OUTDOOR AIR GUALITY BEING ACCEPTABLE FOR VENTILATION, THAT I% THE CONTAMINANTS IN THE OUTDOOR AIR 00 NOT EXCEED THE CONCENTRATIONS LISTED IN TABLE I OF A5HRAE 62-1g8q. 3) TH15 DESIGN 15 P1A5ED ON THE VENTILATION RATE PROCEDURE OF THE STANDARD, 4) 5TORAGE AREAS ARE NOT CONSIDERED OCCUPIED AREAS AND ARE DE516NEP. FOR DEAD STORAGE ONLY. ASIiRAE 62 IgBq APPLIES ONLY TO OOGUPIED SPACES ONLY. HOWEVER, THIS DES16N WILL PROVIDE A MINIMUM OF 60 CFM OA PER UNIT TO THE 5TORAGE5. �l a 0 A LOCXER PISPLAY Tw A-15 A �l j In —119 DE A-18 ',T E%`,�LLAGHTS,�-- R,�4;OW_6Y­MOTl'O, ............. ....... "A I R TECT1 ON THEY A A-16 bqfbk�,�",' bNCE A -%, .. ..... _�'t NUf E., -F (A J, 1 LE BY OWN -W �,FR). EL L X2 M`�' 'AY'- T I �NG A-1 .BE. Q,ONNFQTE To GH c=l C R", SY 5 T E ,� , ? f �� - TEG THE DE, ORS QQR 4JW I - , . E3 c DI HATE ERR �121 T VEST. ith,� R;-";RE V, -RO , 7-P A VEST . ENPED FROM mx ATE -HAN I ��AN -D G ENT, Dz�:. -,X,T E-S -ADSUPPORTS T- 'OF- A TH �OTTOli�-br':-, FIE.,7STRUCTURE N W 1p, K"t `R, I SAND:; AL MOUNT.1 N L 1: 6 -B -,.,UNI-STR T AND` AL�THRE Y v R 13 A bf 1:2 W I F- AS [OW, '-J,,NTE FEREN(3E ,,.THERE. T� 'Jli`l,-,l H R EL J41�'iy . E;X- IT' -A�P.�EMER C 0 Y', , 11"i�t,� , , Z T, 'I GHT I NG, Q, GHTT. NG lb.:,-,,,dEN­E'R' I'RCU I f "'SERV(.'N.G AL-L E TCHIN LIGHTING 14 LR 6CALrz: l/aff -0` 0 pie JLU (K".AW,, -.074KOJOIII MRK DESCRIPTI ON MAI FACTUREIR ,CA-TALQG NUMBER LAMPS �REMARKS .0 TY L. qHTJJ� A _TR tufiqtI t.��96- 1� 0 8-F96 1% M A4T,,!PN Zj it WAI �i CA 4'i A STR I P) 2-LAMP -C 2407,120-ES 2-1740 30tRS/ES' /CW, T. _N 61' ��4�rleA' PACK 77 D _tE tWRA 'SURFA PARIJUND -LITHONIA 7LITHWA -E� WA 240�12L 2-F40, 3 4V WES-�CW 14 F "FL �DOWNL,IQH T 7- LITHONIA --6AR-HPF AFP_fa2 13TT` 2-13W PL TT' AR H 2, X­4 -2ILAMP TROFFER,, ol-ITHONIA -2 40-FWA12r,120"ES -F 4o. 54w,:RS, 2 /Es/cw' 1Z, x 7 77 2, X,'4,J_ROFFER-,'- 4-L&MP LITHONIA� ;aGT-440-FW418 120-ES 4-F40 34W�RS/ES/CW X, t K M H WAL LPACK,_ ��i; LITHUNiA T�H�475M -1,20�MT I - I 75W M H.', 41e �_4 _T4 FL,_:�:ONDEA, 5WET, 4- LiT.HOKIA 14 120ES 1-1740 34W RS/ES/CW� U, SURFACE,,'CE 1 L I NG I LI-THONIA' _aUc �A VR,3C7 75M�120TB, I -70W M.H.- 7_17 ?ARK INO LOT LITH ONIA KSF8 08-- 400M:-1 11-2 1-400W M7,H, TYPE�,3. DISTR. t P dLE,.,F6A FV7FIXTURE.. F-,IBERGLASS 1) IRE J URIALPOLE, 25 FT.. C ABOVE ­GRADE 'DARK B �Z:,�,.TENON TRM HE �w --,STOI INC' ATIT lk I , , - -, -, OTIOIN =NW.R$. _-7y . — PACK - LITHONIA. ' -TWH-;l OOM-2013-MT. .1, 1-10OW M.H.,� J*Owe J 711, - _L,0AT FPER, INC,': -'THE wo �i �' 1� J �T 1p, -(TW) OvElw C M IIA* 1A 77 . -7, W TH 5R- 1 4 01�100 11 §INGLt,,FAC �EX IT SIGN, E, LITHONI 76R,7SW I L.E.D. 'BATTERY BKUP_,� 15 TO ::'A X2 EXIT S 1,13 UBLEFACE L1 THONIA tQM SWE-R-120-EL. L, E�. D.. :,BATTERY B IM IN 01 pill Z �K_� EL, EMERGENCY ltRE� S' LITHONIA- 6ELIM2 2 -6v 77 2w 777777 ­BATTERY�BK UP, ICA Z V� ZIP DISCONNECT SCHEDULE :PH D. S I ;S I ZEJ PO A E'' NEMA FUSE', NON." F. UNIT SERVED ,,'t.00ATION LES� T 400A .2 , .1IR '400A BUI SERVICE,ENTRANCE LDINQ EX,rERIOR i% 2 _60A, 2 1 :31? 60A CU -1,I, CU-2,,:CU-3 ��w [IN V A L L' 0 3 60A a I .,5,OA CU-4 ON.,WALL,. _oTl - I � 1� , �_ i', ` ! , 1 1 4 .60A 2 1 '50A AHU -4'(V/ 7­68 KW HEAT) ON WALL .. .1, %I M JqUFACTU`f 0E "s-r-C :% NEAR UNIT %yt u-, 3 I;ClJWECT 1I EX L r HAUST FANS SHALL HAVE A 20A, SING E PPLE, SWITCH DISCONNECT, NG E 011LE,' 20A DEVICES REQUIRING DISCONNECT$ SHALL HAVE A 20A, SINGLE PULE SWITCH AS A DISCONNECT.' F SES L �3. SHALL BE DUAL ELEMENT T IME BE AY, FUSE SIZES REQUIRED FOR ACTUAL EQUIPMENT SUBMITTED, t PANELBOARD DESIGNATION: A VOLTAGE: I 240/120V 1P/3W'l MAINS R ATI N G- 400 ATENCLOSURE: NEMA. 1 :0 SURFACE EJ MCB COPPER MAIN -., CS' TRIP RATING: 400 'A E] FLUSH 0 MLO BUS INTERRUPTING RATING; 22,000 AIC ,SERVES CB � SIZE 'LOAD (VA). CKT # PHASE LOADS(VA) CKT # LOAD (VA) C0 SIZE SERVES A RECEPS -,81ORAdE 20 1440 1 2160, 2 720 20 RECEPS OFF I CE TORAdt 20 1440 3 216o 4 720 20 RECEPS OFF ICE .RECEPS TELEPHONE BACKBOARD 20 360 5 1 08b a 720 20, RECEPS OFFICE FIRE ALARM,.PANEL 20 500 1220 .8 -i2O. 20 RECEPS OFF I CE WATER HEATER 25 2000 9 2540, 10 540 20 RECEPS BREAK COUNTER SPACE il 1.560 12 1560 0 ,20 LTG BLDG EXTERIOR LTG -.STORAGE 20 1690 13 3185, 114, 95, 20,LTG,- STORAGE LTG - STORAGE 20 1500 115 2805 16_ 1365 .20 LTG - STORAGE LTG - OFFICE 20 780 17' 1-025 845 20, LTG - STORAGE LTG - OFFICE: 20 1400, 1.9 20 SPACE SPACE 21 0 22 SPACE SPACE 23 �3720 24 3720 60 CU-3 SPACE 25 3720,: :26 AHU-4 (WZ�7.68 KW HEAT),. �50 4400 a7 5190 28 .790 20 AHV_�-1 4400, 29 5190 790 CU-4 50 1600 31, 1 5320, �32 3720 60 ICU-11.: 1600 33- 5320 34 3720 AHU-2,,AHU-3 20 1580 35� 1550, 36 -1 1580 37 1,980 38 1 1 37201 41 3720 4=2 TOI CONNECTED- 58.9 KVA 30,120. 28,7351, ESTIMATED DEMAND- 53-3 KVA LOCK IN ON POSITION -P LEMOTOR DUTY RATED SWITCH, A ��S 1, 2 AND 3 $HALL HAVE A 2 1 a 10. GROUNDING The scope of the work covered herein consists of furnishing Provide a. complete grounding ne tw6rk for the entire electrical.,. all labor, materials, necessary equipment and services to APPITIONAL SEN60fR6 system to comply with NEC requirements. complete the Electrical Work and related work In full cc JPKa 1 H:z VAM r CWRES, iNt�fc�ATEc> CtHrl PLANO, PACK -,v ? 14 J moo ON C.) 1AG M d t� �J 14- o AHU'S 1 2 3 SHALL S SHUT DOWN UPON,ALARM ,CONDU IT AND W IRE SCHEWLE C/B POLE WIRE SlZE (BASED UPON TYPE THIN) CONDU I T PHASE 1 2—# 12, 1.7-#1,2 G. 3Z4" 10 2W 20A .2 2—#1 2._1 — # 1'2 G. 3/4" 10 2W 25A 1 2—#1.0,, 1—J10 G, 3/4" 10 2W 25A 2 2—# 10, 1—#10 G. 4" 10, 2W 30A 2—# 10, 1—#10 0. 3/4" 10 2W 30A 2 2-110. 1 —#1 0 'G - 3/40 10 2W 40A 2 2—#8, 1—#10 G-. I 2W 45A '2,-. 2—#8, 1-#10 G ig 2W 50A 2 2J8, lJ10 G 10 2W 60A 2 21—#6.., 1 —#1 0 G. 1 10 2W 70A 2 2—#4,1—#8 G. 10 2W 2 2­44, 1—#8. G, lot 10 2W 90A 2—#3. 1—#8 G. 1 1/4- 10 2W 100A 2, l—#8, G,. l lZ4n 10 2W NOTES: 1. ALL CONDUCTORS .$HALL, BE COPPER. 2,. ALL CONDUIT SHALL HAVE GROUNDING CONDUCTOR INSTALLED. 3. CONDUIT BELOWGRADE OUTSIDE OF,BUILDING SHALL BE 1" MINIMUM. 4.' SIZING OF CONDUCTORS MUST BE ALTERED FOR DERATING PER N.E.C. OR VOLTAGE DROP CONSIDERATIONS. 5. SEE RISER DIAGRAM FOR SIZING OF CIRCUITS GREATER THAN lOOA. 64.VERIFY IF NEUTRAL IS REQUIRED FOR ANY EQUIPMENT. cordance as Indicated on the drawings, as speolfied heroin or, both and subject to the terms and conditions of t the Contract. All conduits shall have a ground wire Installed. A conduit ground shall not be Used. All Items noted herein, shown by the electrical plane, or reasonably to be Interpreted from the plans necessary to Bond service entrance ground to building steel, metal water complete the electrical system shall be provided and Installed mains, made electrodes, etc. under the work of this Section, whether same are specifically mentioned herein or not. 11, DISCONNECT SMTCHES 2. CODES, RUI FS. PERMITS, FEES Equipment dlaconn6ct switches shall be Square D, G.E., ITE,or equivalent general du y of the type and ratings shown on the Electrical Contractor Is generally responsible to Insure all plans. Fuses shall be provided of the appropriate type and work. both old and new, compiles with the NEC and any rating for the equipment to be served. applicable local and state codes and ordinances. 3. DRAVANGS 12. MISCELLANEOUS EQUIPMENT, Drawings are diagrammatic and indicate the general arrangement G. Switches - All general use lighting (SPST toggle with or of systems and work included In the contract. Drawings ore without pilot) switches to be rated 20A.. 120-277V. as not to be scolod. The Architectural dro.wingo and details manufactured by Leviton, Lutron, P & S. or equivalent. shall be examined far exact locution of fixtures and Coordinate color with Owner/Architect. equipment. Any conflict shall be'Immedlately brought to the attention of the Architect. or Engineer before proceeding with b. Receptacles � All general use duplex receptacleeto be the work. rated 20A., 120V as manufactured by Leviton, Lutron, P S. or equivalent. Coordinate color with Owner/Architept. 4. SHOP DRAWNGS C. Power/lighting circuits - All power/lIghting circuits 100A or less shall be (is indicated on the wire and The Subcontractor shall submit six (6) copies for approval of conduit schedule. Other circuits shall be as shown on detailed shop drawings of all equipment and all material the plans, required to complete the project to the Engineer. Materials or products specified herein and/or Indicated on d. Homeruns - All homeruns sholl be a minimum of 3/4" &Qn w/m, um 4OX fill. drawings by trade be an�ult norne, manufacturer's name or catalog number 0. uc Ora -1Pconductors shall rated 60OV, cop or, shall be provided as specified. type THW, THWN, XHHVI/THHN. ffire/condult sizing/fIllfis ,,�ased upon type THW conductors, conductors of #8 AWG and "larger shall be stranded. 5. COOPERATION WITH OTHER TRADES f. Timeru A Tork #T920L shall be used far lighting con ro. , rJultip to units may we requited lor all The Subcontractor ahall give full cooperation to other trades CONDJTION controlled circuits shown on the plans. and sho 11 furnish in writing to the Contractor, with copies to `AHV� S 1 2, & ­3 DUCT _DETECTORS, the Engineer, any Information necessary to permit the work of all trades to be installed satisfactorily and with the least g. Photo Control - A,Tork #2100 shall be mounted w ere a own 1111�0 "A on the drawings. possible Interference or delay. Coordinate all conduit runs and equipment with other trades. Verify nomepjate electrical 7 data of actual equipment furnished by others before beginning h. Lighting fixtures Lighting fixtures shall be as Installation. Indicated on the x ure sc a u a or approved equals. H H ri EXTERIOR LIGHTIWa TCH G. A D FI ISHING 13. CONDUIT 6. CUTTING, PA A I LD 1, NG, NNUNCIATION NOTE, P.C.-A TIMER The Electrical Contractor shall do all cutting, drilling, etc. Conduit shall be EMT. GRO. SCH. 40 PVC, liquid tight metal STROBL ANNUNUIATORS SHALL required for work under this section of the specifications, flexible, or metal flexible. GENE . RAL LIGHTIN65 Inside and outside the building, Including preparing of BE 75 CANDELA MINIMUM. Oki finished surfaces, all required shoring and bracing, and all GRC shall be used at exposed exterior locations. Liquid tight protection for safety of persons and property. flex shall be used for connection to all fixed equipment except lighting fixtures where a 6' maximum length of flexible 3"RAL, POWER AL may be used. EMT shall be used at all exposed interior TYPIC. locations. All remaining locatto s may use PVC. 7. EXCAVATING AND BACKFILLING 400 A MAIN OISCONNECT A14U _J 5 The Subcontractor shall do all trench and pit excavating and Insulating bushings with double lock -nuts shall be used for S backfilling required for work under this section at the entrance of 1-1/4' C. or larger Into enclosures. including S S S P S S specifications, Inside and outside the building, FANEL A repairing of finished surfaces, all required shoring, bracing, Sizes Indicated are minlrywrns, larger sizes may be used to AGE,�AREA DET�Q 400A MLC pumping, and all protection for safety of persons and facilitate wire pulls, etc. METER 24VA20V property. .3-111 14. EQUIPMENT FURNISHED BY OTHERS fF 42 SPACE CACX�INATE EXACT METERING METHOD AND REWIREMENT6 Electrical Contractor shall provide all conduit, wire and WITH POUPER CO. 8. MATERIAL AND WORKMANSHIP by others, which shall Include both new 'and relocation of existing equipment. All final electrical connections are to All materials and apparatus required for the work shall be new 4,, unless Indicated otherwise on the plans. be by electrical contractor. 3/4 C. W1 1-2/00. Electrical contractor sholl'provide and Install all electrical P CAL as shown, verifying all mounting heights and exact locations 15. RECORD DRAWNGS S P P TYPI M Cu of all wall -mounted electrical devices with architect prior to REA DETECTION In. VF, TIORAGE-A rough The Contractor shall keep,accurate records of actual con- struction Including device locations and conduit runs If Connections and junction boxes to equipment are diagrammatic. different from the plans. Verify exact location of cohnection to specific equipment and A % devices. The Contractor shall provide the Owner with a reproducible set. x 10'-00 of plans of the complete electrical. and fire alarm systems as 3/4 4 /ME, tolled (us built Arqwlngs)., The scale on these as built 9. PANELBOARDS !4"A drawings shall be no smaller than the' scale used on the 1 4/0 111 R S A C H. original plans. 'S P Panels shall be as manufactured by Square D, G.E., ITE 'or equivalent of sizes ratings, and requl�omints shown on the N plans. Panels shall be of dead front, construction . Ali REA,,DETECTIO 16. TESTING iOFF I CE: A bussing shall be copper. Final test-" shall he made ­1 n ff r +k. ;r. 1. f� f I ft A �"4 REMOTE ANNUNCIATOR F J,RE IN"OFFICE LOBBY PA EL' REMOTE ANNUNCIATOR IN;APARTMENT PPUIT17 rr)kAkA11M1rAT0P AT A A-1 W/ A - A�w NA —VI, 1 4/0 N., 1 03 (3, PER EACH. Minimum width of panels shall be 14.*. that all work has been completed. New circuit breakers shall be 20A minimum, Multi -pole breakers, shall have a single. handle to trip all poles at once. 17. FINAL ACCEPTANCE AIC rating of breakers shall match AIC rating of panel. TO PO(LER CO. SeRVICE POINT After testing a final Inspection shall be mode by the Engineer (HANDHOLE OR PADMOLINT TRAN61FOFIR41ER A lorninated block plastic with white lettering plastic and other authorized persons, with the Electrical Contractor. COORDINATE W POWER CO-) nameplate with the Identification number as shown on. the panel schedule shall be mounted on the outside of the door with Final acceptance of the project shall not prejudice the 4. TELEPHONE BACKB ARD", 0 sheet metal screws. Nameplate size shall be 3 wIde'x 1-11V Owner's right to require replacement and/or repair of any 1, OUTSIDE LINES FOR high with 1/2* high engraving. Provide a completed circuit defective work or materlals. directory, typed In and mounted a clear plastic sleeve,_on the 0 REMOTE MONITORING) Interior of the panel door, i�x AIC of breaker shall match panel rating where Installed. 4 NUB MONEW9 - Y j t ! t} e x i . " , - - , }yy , 1, r, ;, ,. „' 1 rr < % _1 ..:. .. a ,. . :.r. , A `.:; a ..Y .I'i-ii i , ,..r 5,5 -.. ': y::: ..{ .. _ :L .... :::.: ,. , s fi a f < a ., : ... . ?.3 r. ,r ,.. .. ,.. ,i. F :. .. r. , 't ... .. :...::. v� j , , , .. :,. �ry M� .' ,any= P CHE DV .... .. . _. -, ,.-' _ .�. ,. .:.: .,. .,. . -, - � t r J r ,. t x } _.a,, , ,. ,. te. ,.,%4 .. a , .. I. _ .. a ,. _ .. .. ,� <r -. f_. .r >.. _.. _ . _ b 1 I l5 F XtURES G LL G R AT COVEY .. r ., , .< ELE R T R N FAC LIRE MODEL e. r , 6 a � _ < x 15 TH THE` , i .AGGORDAI`IG AL1..b1t1C..51fPJ, .F 12Qt N I T IN , , .1 N5 a FI SFIALL,B-FURN19tilR. , „:. PLUPIN6 - eCTl1RE5 .. TA NA T 1 G�Jti. 7 Al _ MARK S RAGE TO RE $0DEG• F RISE INPUT , : , , , .. , , ><, . ,, :. _, _ _ . _ . _a .. , . _ F GA , . ALL , , . PLANS „ . _. :. THE c C71I _ _ . _. ��},•�' . �{ �� Wl .. _ TH HAt 1GER5 AF2W Y t�ERlrl ITS AND .: � t Ai?i?A NCB A PA FOR ALL : , _ . _ ,_ 11% _ , _ _ _ ._ _ . , �. , ,_ . , ,, : _._ x _ . _ . , T U!5 A N THE CRQNTi Rat ., I_.. O , AS . - , .. AND 0T11ER AGG0R1_. - is 12EC�it1 <. , TUP �IALVES . P Y OR ALL 5 SNAlr1- A 11D 1 h+ORIS WH- .., 19. 1 OV 1 PH, RU U D PLP20 -1 _ , , , r , F . r , _ ,,.11 -- _ .... I fl , ._ TALLA �? t.. , NS . , .,.. _ A CA _. . _. ,Y. _,, .. _ . .. ., .:..... . :: 5 i .: ., _ , :, , . r ,.. r TY T , ,.. _ _ ,- , ;. . 1',t .; _ < _, _ : ,:.. . B , ti!ED l,; AJF .. MA AL_ PENT _ .•. . Af`1R: L .1. .. REQ111R1ri? FGR ALL _ , , _ ,.. WNIG_. 1 : '' , .. AL5 ARs; ... , ., UNIVERSAL - GAN STANDARD, HRl6�i5, I _ .. . ,SUBML _ XTtx•�s .., .. <, , _,,. .. SHUP DRAW N .. ,, .. ,- . T F?E20PQ5f~5 7C) FURN rr ,11 1CA t7F EL . WQQ s_ .' - -5 ., , _ ORD, .., , ;, _ .. KOHL ER, I' . . __. , _ _ I ,< _ .. _ , T , 0Rp>KRIN+. 1 OR _ Y TEG- T11 . r �MPROV _ .. , FORM � BRC7GHU AND TA 5�� L,Ep ;. .:. ., . _ , _ EQ11 . DA .. . _, 1 r ELKAY >: ,,, TR G V LP�TER GOOL!*R THE , ,,..._ „ E4EG 1.' NE_ i ,. ,, ,, .,, � .,. . __ ... F 1 _ ._,h ,. , f ,,. , ,,..... ;. ,,„. , , <r ..... - , 1 ..1t T F�..KAY' KOHL>~R .. . . .. .... .:.. NLE�a 5 . N� i I f 5 'I .1 „ ,. ,.. :. , ,:� ,_ _. 4Ui= ,.: , ,1, s y.,-..,... 1. 7..,.-.,..:r r -.,L , ,. „ , -r • :,:, ,. .., ,. .. r n, 3 .,.... r . e ..s., ... ' , _ . T ARD ._ � _ f.+,..$ MOP'SINf< A410Ai 5. r,. .. .,,. �! TRIM h .. � AND INCC� :IX[, .. AND. - P URi r ..... F . _ . ,flue , , ,,.,. r j , >, r ,. ;,, , „ t P - _ .. ,... .. .. GN GAGO SPEAK - , ,, ,, ,,..,:.,r.. ,,, ARD pp- , ,,..; SLOAN, zuRN,'AMERIGAN STANK fly _,._ 1M _I Et:EGlRIG'UNIONS NG`.+ , _ , ..,, r PRU1/ D st � , N­111-ED „ s r ;. :F'I I NO -, . , , G :- 71112N 1 R SMITH, WADE, L)sANG AND r ANGON J05,gt-t.c?R,.JaN G• ,., T.IA-YIUIr I..GNA ERa.O�y YIAT� LINlrS:AT EAGN FIKfURE•.AIR .. , "' v f N 0 _Tf R ANF EG)AVALENI , ,, < r , :,n .: 5e 1'VLL._T --!51, I - :;,, .:G( I RS. Y`', .<,'. . .." aw,05EC,,'_WT 7h% T' ,.OF FIXTul� SHAD 13E POLISHED ,. . NOT<l:ea' . I 1N,.LENGTH. G� ALL - .,. I .. p���� .r... TO y _ � , �11 ' Q,P ,., r. k „ , il Y r. r ESS .: _ - T0.5ERVIGE ,5FA1.5,' VAL1(ESR f^ NAG ARY . y , PROVIDE: AGGE55.t40R5 IFIGALLY . , 6_.,. _ _ _,UNLE55 SPEG :., INST ON Ck1: i'RD $GT . _ .. I ALL P PING 1 _ . _. G. Al 7 ET �, R5 TER ARC, Ai 1WA HPiMER G NGtt[ AS LEA c� ICi Ti=5T1*D fal Y w , r.. E1'CX?RAI. A41- Y ,', _. 1FIED';IRIw1N. ' ; . _ STII!iG . .. _.. . ATIONS. UF- 1 .,. T.OR :?CT VIEW Y; 51 . LUG % .; i 't GONE RANG 1 TH WORK': T GU 1^ll OR MMEhIG _ RE' USER GES PRI TEST, r541 +� � Y PRB` x DURATION, T)M9T a : ALL tE:iTS S}tAtL APPI^ 1"ULL. :> „ .. ,. ..' 13 TO THE P{RING A MIN)hRPub OF �4. kiCItJFZ I . lG FIRING INGLUDIN� ,..:. ,1.„. FOR: VEF AI,� R1 G ALL PIrV LAMPS , . RlSERS;SO .0 r.. , -, , SANIT i(. VENTS: ANR' WATER L1NE5. NSTALL r,-. �.. PRE-55URl :UF JESTS, :WATER.PIPINC� CiriA11::BE.Ti TEO AT'{5U515.: . fGAI'-<MOV -.OF< P�NG r4�OR1FiEi. P1F � AY , , ; Gl_ , ,, . AS T0. ALI.,UW'VEIT?', m , s T!Y PIPING.SHALt•' WSERS, ING RR> ate, 50� L: ANP WAS. y ALL 1. . , I HI T r. x . THE �A� C ' .: 3 - r TH TO T5 6W F .. , ,, 1. .., ... i .. .. ...- 2 ...:... ,.v>.:, .rr. ,. .. ...'."� TE5TEI2.BY FIllINt:Tim SYSTEM 1V! WASTER K_, 00 {. ,.( OF PS >:5 r A AINw?T SYPHOiUCi!AND'f�*K ° ::`. ; PO1N1 CytS PIPIPir SFULi. ':AIR TEST AT A PR 1 ', ,;. .. Y,TRAR SHAf-1 ,. , : A6 , - r y ,,. n , EiE. �. EiU BY fvIEANS OF A , .:.'-' _, . , . ,, , '3 E gIR;GI . : TION, Asses ,., , : RE .NAS ? .., ` I 70 HQLL? FPZ-V. Ui i Y#iEN' TE5? PR IJ _.,,; } ,., PR�� VIA( OR :' , ,,.,i ._ NAl ILITY r -:�'.: ,� ; , 5T .7G.••!.\:!t..: KY'-`,a•1 :�!`c 11' kt�+ W+'k!T'".... , r :.. - SOII OR_ R .. =, D, T1iE POINT QF ', , ! _ 1 4 , -„• ,' � : FALLEN OVER 55l' , vmme THE` 24 1 f04)R.� TE?T PERIU .- 1 S x R'C, X s � ,., ; •.. I ,u LEAI;AGE:SHALL'F3E FOUND REF'AlFzED'Ai 5Y51 WTA9> Al x : u _ nE PI P. PS=S. PASSI THRo1JC�H. ,THE R09FY a1►ALL.i 8E FLASHED AND PROC E17URE StIP� l.: t8E FOL�. OWED LINT L :', .,.._ .,x PR0V1 4. AB QLUTELI T, '. S :,, _ ..-mA5Hw,,WITH-LO.O,Z, GUP .1 ,. CAR , _ . LF. AD. r .., _ .. �,,. ;: M, n i u: FLf� �1` II14G raNAll NC1T: L,Bf` ; Tk}AN-O .ON TF?Df?F AI�3? Sk l 1 T1�5C5 ARE G<Ot'1 ETED AND BEFORk' Tt SYSTEM 1 PUT 1N P (N5(t ik YEt i 1:, ,.. TH A . _ CIO' - - 1. A) ' AFTER' THE I 5Y5 BE FILLED:WI _.-_ _, ."F _ a 1. _.r ..:. TON ,Tl ENTIRE WATER P PE TEh1 `SHALL _ , t a, - s ..,x �j�' 1 N OF ,. 1 ON GONTAIP111�6 THAN 50'.PARTS , h11LL U NDrA�.L ILQING.RRA NAND PQTA6Ll.WATER «. r _.:: _. , 11...:GONTRPvClTOR " ,, STAND 6: hlDURS BEFORE:FLUSHING. w AVAI LE GHLORII ANR�LOWi7 70 fi F1.00R DRAINS ANp S F RYDE GLIrAt GU r5, . ,.. 5 FiZOM BU LD511� A OF NOT LESS .THAN 40 PSl .1fEWF('EXAG,1' LOGATIQN AID DItifERT .,... „ . iF ING.ft115PERIOD 'll :.'' , ., { TU. 1CGrtUN. „ hCTAINED ON Tkff� SYSTEM AND ALL SHAI-I- - s' r< INVERT, EL.EY,. TIUN OF;.. ICE GUII%1EGTICNS PR gR. GOI�_r _.. !°.,. . <....., , SEVERAL ;TI[ 1E5.. AI=ThR DISINFEGTLON A .SAMF'L E_ 5FtP+1•L, 6E __ Tyry� cC ULE .. D MARK [ I I. TION DESC RIP - TRIM i - . 'REMARKS I . .1, I ,K ,. -FIXTURE MFG, CA TALQG MFG, CATAL QG , - P -1 WATER GLOSS T AMER, STD. 22 34.015 SL QAN' 111YBYC YO S`CL T BOLTS 2 T 3 8 BRAS OSE L } 95-SEA ( 0 SONI WITH L TE P1._CLOSET, -iH WATER CLOSET HANDICAP AMER. STD. 3043.102 SLOAN' 111YBYC-YO WITH OLSONITE 44 45 SEAT. 38BRASS BOLTS P 2. ' .- HU VA Y WALL NG LA TOR AMER. STD. 0355.012 SYMMt3NS S40-2--LCT: T - ;; ZURN Z--1231 CARRIER 1 2 4) P-2H P-3 _101 i LAVATORY HANDICAP LA SINK - BREAK AREA AME R. STD. AMER. ELKAY _ 9 4 1 LR-1720 S YMMONS SYMMONS 590--2GFR W 1. S-48 - 31C RR' 1- -3-4-5 AN U Z 12 A 2 3 0 8 DRAIN, Z RN A S. 72 . 1 . I ELKAY LK-188 STRAINER ( ) . P-4H n HI 0 TRIC WATER COOL ER L ELE,. A ELK A Y : E BFATL @ E LKAY LK 1 APR- 8811 1-2-3 P - 5 JANITORS SINK AMER,S (D. 7741.000 AMER.STD. 8344,111 R AMER.STD. 3 DRAIN 7721.038, 745.811, RIM GUARD 11 BV BALL VALVE .:OLEO AF' 70 . REQUIRED D Y,SPECIFICATION - AS RE4 ...E B. VB _ V CUUM BREAKER PRESSURE TYPE A WATTS SOOMQT ET LS H ATER D AI SIZE AS PER -WATER E WCO WALL CLEAN OUT ZURN Z_1468 SIZE AS PER PLANS - . WH WALL .HYDRANT WOODFORD 874 ON A.P1 BALL. ERE SHOWN . WITH BRANCH LINE LL WHERE WFIA WATER HAMMER ARRESTOR ZU,RN -17 0 z a 1Fl Y AS REQUIRED BSPECIFICATION '- C. .. Y BE PVC. _ ACES MAY 0 SPACES UIRED) P TRAP S .FACED . _ IN CONCEALED i AS REQ J 8 52 QU TR 6. A P AP 0 CAST BR ASS SS ) A NOTE S: 1 CRANE ( NO�% (SIZE ED �16 I( f I ,, ro -° ,'::. , . ,. AS REQUIRED) TYP R TU E E B AGO SUPPLY STOP 025 WITH CHROME S. ( (2) CH C1,., cv c+i �a sp co AP HEIGHT SET T HANDICAP 3 E A Vie/ I - ; ,. W_ ,__, m ®1. . „' , ir,.._ 11 4 AER T ,5�15 GPM MAXIMUM AERATOR , . F • I OR - RED AS RE V ARD. MODEL ql1 R GU E LA 5 TRUBQ ( CLC} 0� _ ..' . > AN ANGLE STOPS WITH SUPPLIES ASSEMBLIES. I I-P-TRAP D r>. A PROVF_D E AL. FG. R RU I BY LISTE D M 0 P GENERAL NOTE:PROVIDE ITEMS : , ,', , ,. .,': . 0 • - 1.:: . _ . - . PLUMBING F UCTURE .UNI'T' SCHEDULE . . , ____-] I I QtlANITY ­. ,DESCRIPTION 19�A . TER DBa[A,VD SANITARY A ' � FIXTURE UNIT (FU) (EACH) l RE UNITS F X7U COLA HOT TOTAL (TOTAL) COMB. TOTAL COJ(E, tiPX FIXTURE UNIT (FU) COLA HOT COa[9. FU &A. ( ) TOTAL FU 1 ELECTRIC WATER C4(?LER 0,25 0.25 0.25 1 1 0.25 .5 5 1 SINK -BREAK AREA 3. 3. 4. 3. 3. 4. 3. 3. 3 LAVATORY -PUBLIC 1.5 1 1.5 2. 4.5 4.5 11 6. 2. 6• 1 SERV[CE SINK - (3" TRAP) 2.25 1 2.25 3. , ,2 . .25 2.25 3. 3.. 3. 3 WATER CLOSET -FLUSH VALVE 10. 11 10. 30. 30. 6. 18. 4 WALL HYDRANT 2.5 2.5 10. 10. 01. 0. TOTAL 50, 0.75 53.25 51.3Ll 30.5 L .. i 0 LL _ ' ' I , E 11 -p � . Q) 0 1 1 , I I iF ti �" Al,.,..:: ; w T CZ U a. c w 0 U C S 0 0 m cn i cn cn 0 i i OWNER/DEVELOPER ELEC.: FLORIDA POWER & LIGHT CO. P.O. BOX 2149 SANFORD, FLORIDA 32772-2149 ATTN : RUSTY RIEGSERT (407) 324-7782 GAS: FLORIDA PUBLIC UTILITIES CO. 830 W. 6TH STREET SANFORD, FLORIDA 32771 AM) : DAN SCRIBBEN (407) 322-5733 CABLE: TIME WARNER CABLE 3767 ALL AMERICAN BLVD. ORLANDO, FLORIDA 32801 MARK MENDOSA (407) 295-9119 (X105) TEL.: BELL SOUTH ENGINEERING 132 COMMERCE WAY SANFORD FLORIDA 32771 ATTN : NILE CAMPBELL (407) 327-0406 f* 3 f Y. N r� t ,._: t_� . .. —,= `�'=_—:-'fib ; -r -• . ___— ..._' _. _ __ t71T i f tom: SS � W 25T1-� Sl c 4610 a t4 PL ; :, FLORIDA DEPARTMENT OF TRANSPORTATION 2400 CAMP ROAD OVIEDO, FLORIDA 32765 ATTN : STAN MANN (407) 365-5679 FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION 3219 MAGUIRE BLVD. ORLANDO, FLORIDA 32803 ATTN : DENNISE JUDY (407) 894-7555 STORMWATER ST. JOHNS RIVER WATER MANAGEMENT DISTRICT 618 E. SOUTH STREET, SUITE 200 ORLANDO, FLORIDA 32801 ATTN : ALEX ABOODI (407) 897-4300 SITE, WATER CITY OF SANFORD & SEWER 300 N. PARK AVE. P.O. BOX 1778 SANFORD, FLORIDA 32772-1778 ATTN : RUSS GIBSON p PAUL MOORE (407) 330-5673 j t w s SHF T F GERIFRAI RROJ _CT DATA FOR IDENTIFICATION OF CONTRACTUAL AGREEMENTS, THIS SET OF DRAWINGS IS DATED JUNE 1996. ANY REVISIONS THEREAFTER WILL BE NOTED AND DATED ON THE AFFECTED ` DRAWING(S). �i THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN ON THE PLANS HAVE BEEN DETERMINED FROM THE BEST INFORMATION AVAILABLE AND ARE GIVE! FOR THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THEIR ACCURACY. PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITY, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE VARIOUS UTILITIES AND TO MAKE THE NECESSARY ARRANGEMENTS FOR ANY RELOCATIONS OF THESE UTILITIES WITH THE OWNER OF THE UTILITY. THE CONTRACTOR SHALL EXERCISE CAUTION WHEN CROSSING AN UNDERGROUND UTILITY, WHETHER SHOWN ON THE PLANS OR LOCATED BY THE UTILITY COMPANY. ALL UTILITIES THAT INTERFERE WITH THE PROPOSED CONSTRUCTION SHALL BE RELOCATED BY THE RESPECTIVE UTILITY COMPANY AND THE CONTRACTOR SHALL COOPERATE WITH THEM DURING RELOCATION OPERATIONS. ANY DELAY OR INCONVENIENCE CAUSED TO THE CONTRACTOR BY THE RELOCATION OF VARIOUS UTILITIES SHALL BE INCIDENTAL TO THE CONTRACT, AND NO EXTRA COMPENSATION WILL BE ALLOWED. SOILS INVESTIGATIONS FOR THE SITE WERE PROVIDED BY UNIVERSAL ENGINEERING SCIENCES. THE CONTRACTOR IS TO OBTAIN A COPY OF THAT SOILS REPORT FOR REVIEW PRIOR TO CONSTRUCTION; AND THE CONSTRUCTION IS TO CONFORM TO THE RECOMMENDATIONS IN THAT REPORT. SURVEY INFORMATION PR-PARED BY INTERNATIONAL LAND SERVICES, INC. PERMITS AVAILABLE TO CONTRACTOR ST. JOHNS RIVER WATER MANAGEMENT DISTRICT CITY OF SANFORD FLORIDA DEPARTMENT OF TRANSPORTATION —UTILITY —DRAINAGE AS--BUILTS AS—BUILTS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER TWO WEEKS PRIOR TO FINAL INSPECTION. ALL AS —BUILT DATA SHALL BE PROVIDED BY A FLORIDA LICENSED SURVEYOR, SIGNED, SEALED AND DATED BY THE RESPONSIBLE PARTY. SEE INDIVIDUAL SECTIONS (PAVEMENT, WATER SYSTEM, ETC.) FOR ADDITIONAL AS —BUILT REQUIREMENTS. PERMITS AND PERMIT REQUIREMENTS THE CONTRACTOR SHALL OBTAIN FROM THE ENGINEER COPIES OF ALL REGULATORY AGENCY PERMITS AND LOCAL AGENCY PERMITS. THE CONTRACTOR SHALL BE EXPECTED TO REVIEW AND ABIDE BY ALL THE REQUIREMENTS AND LIMITATIONS SET FORTH IN THE PERMITS. LAYOUT AND CONTROL UNLESS OTHERWISE NOTED ON THE PLANS, THE CONTRACTOR SHALL USE THE GEOMETRY . PROVIDED ON THE CONSTRUCTION PLANS. BENCHMARK INFORMATION SHALL BE PROVIDED TO THE CONTRACTOR BY THE OWNER OR OWNER'S SURVEYOR. ANY DISCREPANCIES BETWEEN FIELD MEASUREMENTS AND CONSTRUCTION PLAN INFORMATION SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER IMMEDIATELY. QUALITY CONTROL TESTING REQUIREMENTS TESTING SHALL BE PROVIDED TO THE OWNER/OPERATOR AND THE ENGINEER. TESTING REQUIREMENTS ARE TO BE IN ACCORDANCE WITH THE OWNER/OPERATOR'S SPECIFICATIONS AND REQUIREMENTS. ALL TEST RESULTS SHALL BE PROVIDED (PASSING AND FAILING) ON A REGULAR AND IMMEDIATE BASIS. SHOP DRAWINGS SHOP DRAWINGS -AND CERTIFICATIONS FOR ALL STORM DRAINAGE, WATER SYSTEM, AND SEWER SYSTEM MATERIALS AND STRUCTURES ARE REQUIRED. THE CONTRACTOR SHALL SUBMIT SIX (6) COPIES OF SHOP DRAWINGS TO THE ENGINEER FOR APPROVAL PRIOR TO ORDERING THE I * MATERIALS REQUIRED FOR CONSTRUCTION. STORMWATER MANAGEMENTS STEM ' f OWNER/OPERATOR THE ENTITY THAT WILL OWN, OPERATE AND MAINTAIN THE STORM SYSTEM SHOWN ON THESE UBLIC STORAGE INC. THE CONTRACTOR SHALL BE EXPECTED TO MEET ALL THE PLANS IS P , REQUIREMENTS OF THE CITY, FLORIDA DEPT. OF TRANSPORTATION, ST. JOHNS RIVER WATER MANAGEMENT DISTRICT AND THE OWNER. MATERIAL SPECIFICATIONS REINFORCED CONCRETE PIPE (RCP) SHALL BE CLASS III WITH RUBBER GASKET JOINTS. RCP SHALL CONFORM TO FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION (LATEST EDITION) SECTION 941. RUBBER GASKETS SHALL CONFORM TO SECTION 942. CORRUGATED POLYETHYLINE PIPE (CPP) SMOOTH INTERIOR SHALL CONFIRM WITH AASHTO DESIGNATED M294, AND M252. PIPE MUST BE INSTALLED IN ACCORDANCE WITH PIPE MANUFACTURER'S INSTALLATION GUIDELINES FOR CULVERT STORM DRAINAGE APPLICATIONS. PREMIUM SPLIT WATERTIGHT COUPLING MEETING ASTM D3212 IS REQUIRED AT ALL JOINTS. ACCEPTABLE MANUFACTURERS: ADVANCED DRAINAGE SYSTEMS, INC. "ADS N-12" & HANCOR, INC. "HI-Q" OR APPROVED EQUAL. ALL MATERIALS AND CONSTRUCTION METHODS ARE TO BE IN ACCORDANCE WITH FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION (1991), SECTION 400 (CONCRETERES) AND THE NUMBERLE FDOT INDEX DETAIL AS SHOWN IN RDS (LATEST EDITION). AND TRAFFIC DESIGN STANDARDS CORRUGATED STEEL PIPE SHALL BE BITUMINOUS COATED AND COMPLY WITH REQUIREMENTS OF ASTM A760; 16 GAUGE. INSTALL WITH MATCHING BAND CONNECTORS. INSTALL SLEEVE GASKETS IN ACCORDANCE WITH PIPE MANUFACTURER'S RECOMMENDATIONS. ALL OTHER RELATED ITEMS REQUIRED FOR THE CONSTRUCTION OF THE STORM SYSTEM (OUTFALL PROTECTION, POLLUTION CONTROL, ETC.) ARE TO BE IN ACCORDANCE WITH DETAILS SHOWN ON THE CONSTRUCTION PLANS, FDOT ROADWAY AND TRAFFIC DESIGN STANDARDS AND FDOT STANDARD SPECIFICATIONS FOR ROADWAY AND BRIDGE CONSTRUCTION (LATEST EDITION). RETENTION POND CONSTRUCTION RETENTION PONDS SHALL BE EXCAVATED AS SHOWN ON THE CONSTRUCTION PLANS. IN THE EVENT THAT ANY CLAYEY OR SILTY MATERIALS ARE ENCOUNTERED IN THE CONSTRUCTION OF THE POND, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER FOR INSPECTION OF THE MATERIALS. UNDERDRAINS IF NEEDED SHALL BE CONSTRUCTED AS SHOWN ON THE CONSTRUCTION PLANS. MATERIALS ARE TO BE IN, ACCORDANCE WITH THE UNDERDRAIN DETAIL AS PROVIDED ON THE CONSTRUCTION PLANS. A POST -CONSTRUCTION FLUSHING OF THE UNDERDRAIN SYSTEM SHALL BE CONDUCTED BY THE CONTRACTOR AND WITNESSED BY THE ENGINEER AND OWNER/OPERATOR PRIOR TO FINAL APPROVAL. THE CONTRACTOR SHALL STABILIZE THE RETENTION POND PER THE CONSTRUCTION PLANS IMMEDIATELY FOLLOWING FINAL GRADING. CONTRACTOR SHALL MAINTAIN THE STABILIZATION UNTIL FINAL ACCEPTANCE BY THE OWNER/OPERATOR. AS-BUILTS a THE CONTRACTOR SHALL PROVIDE THE OWNER AND ENGINEER STORM DRAINAGE AS-BUILTS. AS-BUILTS SHALL CONTAIN, AT THE MINIMUM, BUT NOT LIMITED TO, INSTALLED STRUCTURE Uo TOP ELEVATIONS, FLOW (INVERT) ELEVATIONS, PIPE LENGTH & SIZE, RETENTION POND � HORIZONTAL & VERTICAL DIMENSIONS AND SIDE SLOPES. EARTHWORK THE CONTRACTOR SHALL PERFORM HIS OWN INVESTIGATIONS AND CALCULATIONS AS o NECESSARY TO ASSURE HIMSELF OF EARTHWORK QUANTITIES. THERE IS NO IMPLICATION THAT co EARTHWORK BALANCES AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY IMPORT FILL NEEDED, OR FOR REMOVAL AND DISPOSAL OF EXCESS MATERIALS. w 0 z w LD CD C) o CD m m 0 Conklin Porter and Holmes ENGINEERS, INC. POST OFFICE BOX 2808 500 W. FULTON STREET SANFORD, FLORIDA 32772-2808 TEL 407 322-6841 TEL 407 831-5717 TRAFFIC CONTROL EROSION CONTROL EROSION AND SILTATION CONTROL MEASURES ARE TO BE PROVIDED AND INSTALLED PRIOR TO A MINIMUM OF 2—WAY ONE LANE TRAFFIC SHALL BE MAINTAINED IN THE WORK SITE AREA. SIGNAGE SHALL BE IN PLACE PRIOR TO COMMENCEMENT OF COMMENCEMENT OF CONSTRUCTION. THESE MEASURES ARE TO BE INSPECTED BY THE ALL CONSTRUCTION .WARNING CONSTRUCTION AND BE MAINTAINED THROUGHOUT CONSTRUCTION. ACCESS SHALL BE CONTRACTOR ON A REGULAR BASIS AND ARE TO BE MAINTAINED OR REPAIRED ON AN REFER TO ST. JOHNS RIVER WATER MANAGEMENT DISTRICT CONTINUOUSLY MAINTAINED FOR ALL PROPERTY OWNERS SURROUNDING THE WORK SITE AREA. IMMEDIATE BASIS AS REQUIRED. PERMIT FOR ADDITIONAL REQUIREMENTS FOR EROSION CONTROL AND SURFACE DRAINAGE. LIGHTED WARNING DEVICES ARE TO BE OPERATIONAL PRIOR TO DUSK EACH NIGHT DURING CONSTRUCTION. LIMITS OF DISTURBANCE CURBING THE LIMITS OF DISTURBANCE HAVE BEEN PROVIDED TO THE CONTRACTOR ON THE OR ENGINEER, THE CURBING SHALL BE CONSTRUCTED WHERE NOTED ON THE CONSTRUCTION PLANS. CONCRETE CONSTRUCTION PLANS. UNLESS OTHERWISE DIRECTED BY THE OWNER TO CONTAIN ALL CONSTRUCTION ACTIVITIES WITHIN THESE LIMITS. FOR CURBS SHALL BE DEPARTMENT OF TRANSPORTATION CLASS "1" CONCRETE WITH A 28—DAY CONTRACTOR IS EXPECTED AT NO TIME SHALL THE CONTRACTOR DISTURB SURROUNDING PROPERTIES OR TRAVEL ON COMPRESSION STRENGTH OF 2500 PSI. ALL CURBS SHALL HAVE SAW CUT CONTRACTION JOINTS SURROUNDING PROPERTIES WITHOUT WRITTEN CONSENT FROM THE PROPERTY OWNER. ANY AND SHALL BE CONSTRUCTED AT INTERVALS NOT TO EXCEED 10'-0" ON CENTER. BE IN CONFORMANCE WITH FDOT STANDARD SPECIFICATIONS REPAIR OR RECONSTRUCTION OF DAMAGED AREAS IN SURROUNDING PROPERTIES SHALL BE CONSTRUCTION OF CURBS SHALL FOR ROAD AND BRIDGE CONSTRUCTION (1991) SECTION 520 AND DETAILS PROVIDED ON THE REPAIRED BY THE CONTRACTOR ON AN IMMEDIATE BASIS. ALL COSTS FOR REPAIRS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND NO EXTRA COMPENSATION SHALL BE PROVIDED. CONSTRUCTION PLANS, R/W RESTORATION TREE REMOVAL THE CONTRACTOR SHALL NOTIFY THE OWNER AND ENGINEER WHEN ALL WORK IS LAID OUT ALL AREAS WITHIN THE RIGHT-OF-WAY SHALL BE FINISH GRADED WITH A SMOOTH TRANSITION (SURVEY STAKED), SO THAT A DETERMINATION MAY BE MADE OF SPECIFIC TREES TO BE INTO EXISTING GROUND. ALL SWALES SHALL BE STABILIZED IMMEDIATELY AFTER FINAL AREAS SHALL BE STABILIZED (SOD, GRASS & MULCH, ETC.) AFTER REMOVED. NO TREES SHOWN ON THE CONSTRUCTION PLANS AS BEING SAVED SHALL BE GRADING. ALL DISTURBED FINAL GRADING IN ACCORDANCE WITH THE CONSTRUCTION PLANS PRIOR TO FINAL INSPECTION. REMOVED WITHOUT PERMISSION FROM THE OWNER AND ENGINEER. ALL GRASSING (SEED OR SOD) SHALL BE MAINTAINED BY THE CONTRACTOR UNTIL FINAL CLEARING AND GRUBBING ACCEPTANCE BY THE OWNER/OPERATOR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING AND GRUBBING FOR SITE AS--BUILTS CONSTRUCTION INCLUDING CLEARING FOR PAVING, UTILITIES, DRAINAGE FACILITIES AND GRUBBING. THE CONTRACTOR SHALL PROVIDE OWNER AND ENGINEER PAVEMENT AS-BUILTS. AS-BUILTS BUILDING CONSTRUCTION. SEE PLANS FOR LIMITS OF CLEARING AND SHALL CONTAIN AT A MINIMUM, BUT NOT BE LIMITED TO, PAVEMENT WIDTHS, PAVEMENT MATERIAL STORAGE / DEBRIS REMOVAL CROSS SLOPES AND DRAINAGE DIRECTIONS WITH HIGH POINTS DELINEATED. SEE "GENERAL AS -BUILT REQUIREMENTS" FOR ADDITIONAL REQUIREMENTS. ALL MATERIALS EXCAVATED SHALL REMAIN THE PROPERTY OF THE OWNER AND SHALL BE STOCKPILED AT ON -SITE LOCATIONS AS SPECIFIED BY THE OWNER. MATERIALS SHALL BE SANITARY SEWER SYSTEM STOCKPILED SEPARATELY AS TO USABLE (NONORGANIC) FILL STOCKPILES AND ORGANIC (MUCK) STOCKPILES IF MUCK IS ENCOUNTERED. CONTRACTOR SHALL BE RESPONSIBLE FOR THE OWNER/OPERATOR REMOVAL OF ALL UNSUITABLE FILL MATERIALS FROM THE SITE. THE ENTITY THAT WILL OPERATE AND MAINTAIN THE SEWER SYSTEM SHOWN ON THESE PLANS FILL MATERIAL IS PUBLIC STORAGE, INC. THE CONTRACTOR SHALL BE EXPECTED TO MEET ALL THE REQUIREMENTS OF THAT ENTITY. ALL FILL MATERIALS SHALL CONTAIN NO MUCK, STUMPS, ROOTS, BRUSH, VEGETATIVE MATTER, MATERIALS RUBBISH OR OTHER MATERIAL THAT WILL NOT COMPACT INTO A SUITABLE AND ENDURING BACKFILL. ALL SANITARY SEWER PIPE SHALL BE PVC SEWER PIPE CONFORMING TO ASTM D3034 SDR-35. COMPACTION INSTALLATION OF PVC SEWER PIPE SHALL CONFORM TO ASTM D2321. SEE ASTM C-12, LATEST 'ILL EDITION, FOR CONSTRUCTION METHODS, EXCEPT FOR BACKFILLING, WHICH BE AS SHOWN FILL MATERIALS PLACED UNDER ROADWAYS SHALL BE COMPACTED TO AT LEAST 98% ON THE DETAIL SHEET. A HORIZONTAL SEPARATION OF AT LEAST 10' SHALL BE MAINTAINED MAXIMUM DENSITY AS DETERMINED BY AASHTO T-180. ALL OTHER FILL AREAS ARE TO BE BETWEEN WATER AND SEWER LINES. WHEN WATER AND SEWER LINES CROSS WITH LESS THAN COMPACTED TO AT LEAST 95% MAXIMUM DENSITY AS SPECIFIED IN AASHTO T-180. FILL 18" VERTICAL SEPARATION, OR WHEN THE WATER LINE CROSSES BENEATH THE SEWER LINE AT SEWER SHALL BE MATERIALS SHALL BE PLACED AND COMPACTED IN A MAXIMUM OF 12" LIFTS. REFER TO SOILS ANY DEPTH, THE SEWER LINE SHALL BE ENCASED IN CONCRETE OR THE FOR A DISTANCE OF 10' EITHER SIDE OF THE CROSSING. DUCTILE IRON REPORT FOR ADDITIONAL INFORMATION. THE CONTRACTOR SHALL PROVIDE THE ENGINEER OWNER WITH ALL (PASSING AND FAILING) TESTING RESULTS. RESULTS SHALL BE PROVIDED DUCTILE IRON PIPE SANITARY SEWER GRAVITY PIPE SHALL BE CLASS 52 DUCTILE IRON POLYETHYLENE LINED. AND ON A TIMELY AND REGULAR BASIS PRIOR TO CONTRACTOR'S PAY REQUEST SUBMITTAL. ALL SEWER FITTINGS SHALL BE PVC MEETING THE REQUIREMENTS OF ASTM D3034. FITTINGS SURFACE DRAINAGE SHALL BE SUITABLE FOR USE WITH SDR-35 GRAVITY SEWER PIPE. ALL FITTINGS SHALL HAVE ELASTOMERIC SEALING GASKETS. THE CONTRACTOR SHALL BE EXPECTED, AT THE END OF EACH DAY, TO HAVE THE SITE GRADED ANY ADVERSE IMPACT FROM RUNOFF OR SILTATION TO ANY JOINTS FOR GRAVITY SEWER PIPE AND ALL FITTINGS SHALL BE ELASTOMERIC RUBBER SEALS. IN SUCH A WAY AS TO NOT CAUSE ADJACENT PROPERTIES. SILTATION BARRIERS SHALL BE MAINTAINED AND REPAIRED IF GASKETS SHALL CONFORM TO ASTM F477. REQUIRED AT THE END OF EACH WORKING DAY. SANITARY SEWER MANHOLES SHALL BE PRECAST CONSTRUCTION. THE MINIMUM SIZE GRADING SHOWN ON THESE PLANS ARE PROVIDED TO THE CONTRACTOR TO EXPRESS THE DIAMETER OF MANHOLES SHALL BE 48" FOR SEWER LINES 21" IN DIAMETER OR LESS. PRECAST GENERAL GRADING INTENT OF THE PROJECT. THE CONTRACTOR SHALL BE EXPECTED TO GRADE REINFORCED MANHOLES SHALL BE IN ACCORDANCE WITH ASTM C-478 SPECIFICATIONS, WITH THE ENTIRE SITE TO PROVIDE POSITIVE DRAINAGE IN ALL AREAS THROUGHOUT THE SITE. PREFORMED FLEXIBLE JOINT SEALS, RAMNEK, OR APPROVED EQUAL. THE MINIMUM WALL _ SMOOTH TRANSITIONS SHALL BE PROVIDED BETWEEN CONTOURS OR SPOT ELEVATIONS AS THICKNESS ON SANITARY SEWER MANHOLES SHALL BE 8". THE INTERIOR SURFACES OF ALL SHOWN ON THE PLANS TO ACCOMPLISH THE GRADING INTENT. ALL SLOPES SHALL BE MANHOLES SHALL BE PROTECTED BY THE APPLICATION OF TWO COATS KOPPERS BITUMASTIC TE Y AFTER FINAL GRADING HAS BEEN .COMPLETED. CONTRACTOR SHALL" STABILIZED IMMEDIATELY 300 M, OR APPROVED EQUAL, APPLIED AT THE RATE OF 120 SQUARE FEET PER GALLON PER COAT NOTIFY OWNER AND ENGINEER PRIOR, TO DEMOBILIZATION OF GRADING'EQUIPMENT TO MINIMUM. EXTERIOR SURFACES SHALL RECEIVE TWO COATS KOPPERS BITUMASTIC 300 M, OR DETERMINE THAT THE GRADING 'INTENT HAS BEEN ACHIEVED. DE APPROVED EQUAL, APPLIED AT THE RATE OF 120 SQUARE FEET PER GALLON PER COAT MINIMUM. PAVEMENT- THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE TO PROVIDE A FLEXIBLE WATERTIGHT SEAL OPERATOR OF THE PIPE TO THE MANHOLE. NO ADHESIVES OR LUBRICANTS SHALL BE EMPLOYED IN THE OWNER / INSTALLATION OF THE CONNECTOR INTO THE MANHOLE. THE RUBBER FOR CONNECTOR SHALL THE ENTITY THAT WILL OWN, OPERATE AND MAINTAIN THE ROADWAYS SHOWN ON THESE COMPLY WITH ASTM C443 AND ASTM C923 AND CONSIST OF EPDM AND ELASTOMERS DESIGNED PLANS IS PUBLIC STORAGE, INC. THE CONTRACTOR SHALL BE EXPECTED TO MEET ALL THE TO BE RESISTANT TO OZONE, WEATHER ELEMENT, CHEMICALS, INCLUDING ACIDS, ALKALIS, REQUIREMENTS OF THAT ENTITY. ANIMAL AND VEGETABLE FATS, OILS AND PETROLEUM PRODUCTS FROM SPILLS. ALL STAINLESS STEEL ELEMENTS OF THE CONNECTOR SHALL BE TOTALLY NON-MAGNETIC SERIES 316 GENERAL DESIGN INTENT STAINLESS, EXCLUDING THE WORM SCREW FOR TIGHTENING THE STEEL BAND AROUND THE PIPE WHICH SHALL BE TORQUED BY A BREAKAWAY TORQUE WRENCH AVAILABLE FROM THE PRECAST ALL PAVING SURFACES IN INTERSECTIONS AND ADJACENT SECTIONS SHALL BE GRADED TO MANHOLE SUPPLIER, AND SET FOR 60-70 INCH/LBS. THE CONNECTOR SHALL BE INSTALLED IN DRAIN POSITIVELY IN THE DIRECTION SHOWN BY THE FLOW ARROWS ON THE PLANS AND TO THE MANHOLE WALL BY ACTIVATING THE EXPANDING MECHANISM IN STRICT ACCORDANCE PROVIDE A SMOOTHLY TRANSITIONED DRIVING SURFACE FOR VEHICLES WITH NO SHARP BREAKS WITH THE RECOMMENDATION OF THE CONNECTOR MANUFACTURER. IN GRADE, AND NO UNUSUALLY STEEP OR REVERSE CROSS SLOPES. APPROACHES TO CONSTRUCTION METHODS INTERSECTIONS AND ENTRANCE AND EXIT GRADES TO INTERSECTIONS WILL HAVE TO BE STAKED IN THE FIELD AT DIFFERENT GRADES THAN THE CENTERLINE GRADES SHOWN ON THE MAY ALSO BECOME ADVISABLE TO MAKE MINOR LOCAL FIELD INSTALLATION OF GRAVITY SANITARY SEWER SHALL BE IN ACCORDANCE WITH THE PLANS. IN THESE AREAS, IT ADJUSTMENTS IN THE CENTERLINE GRADES TO ACCOMPLISH THE PURPOSES OUTLINED. IN MANUFACTURER'S SPECIFICATIONS. ADDITION, THE STANDARD CROWN WILL HAVE TO BE CHANGED IN ORDER TO DRAIN POSITIVELY IT IS -THE CONTRACTOR'S RESPONSIBILITY TO ACCOMPLISH POLYETHYLENE WRAP USED FOR CORROSION PREVENTION ON DUCTILE IRON PIPE SHALL IN THE AREA OF INTERSECTIONS. THE ABOVE AND THE ENGINEER SHALL BE CONSULTED SO THAT HE MAY MAKE ANY AND ALL CONFORM TO THE REQUIREMENTS OF ANSI/ASTM/D1248. THE MINIMUM NOMINAL THICKNESS REQUIRED INTERPRETATIONS OF THE PLANS OR GIVE SUPPLEMENTARY INSTRUCTIONS TO SHALL BE 0.008 IN. (8 MILS). INSTALLATION OF POLYWRAP SHALL BE IN ACCORDANCE WITH ACCOMPLISH THE INTENT OF THE PLANS. AWWA C105. MATERIAL/CONSTRUCTION SPECIFICATIONS TRENCHING AND BACKFILL SHALL BE PER DETAILS PROVIDED IN THE CONSTRUCTION PLANS. COMPACTED BACKFILL . SHALL BE TO 98% MAXIMUM DENSITY AS DETERMINED BY AASHTO T-180 MATERIALS AND CONSTRUCTION METHODS FOR THE ROADWAY CONSTRUCTION SHALL BE IN FOR UNDER PAVEMENT. ALL OTHER COMPACTION OF BACKFILL SHALL BE TO 95% MAXIMUM ACCORDANCE WITH THE FLORIDA DEPT. OF TRANSPORTATION STANDARD SPECIFICATIONS FOR DENSITY AS DETERMINED BY AASHTO T-180. ROAD AND BRIDGE CONSTRUCTION, 1991, OR LATEST EDITION. DEWATERING PAVEMENT SECTION REQUIREMENTS IN THE EVENT THAT WATER IS ENCOUNTERED DURING THE CONSTRUCTION OF THE SANITARY CONSTRUCTION OF THE DRIVEWAY AND PARKING AREAS SHALL BE 10" OF STABILIZED SUBBASE SEWER SYSTEM, DEWATERING SHALL BE CONDUCTED. THE CONTRACTOR IS SOLELY WITH A MINIMUM LIMEROCK BEARING RATIO OF 40% COMPACTED TO THE MODIFIED PROCTOR RESPONSIBLE FOR THE DESIGN, INSTALLATION, OPERATION, AND SUBSEQUENT REMOVAL OF MAXIMUM DRY DENSITY OF 98% PER AASHTO T-180, 6" OF LIMEROCK BASE COURSE COMPACTED DEWATERING SYSTEMS AND THEIR SAFETY AND CONFORMITY WITH LOCAL CODES AND EXCEEDS ANY OF THE FOLLOWING: 1) 6" TO THE MODIFIED PROCTOR MAXIMUM DRY DENSITY OF 98% PER AASHTO T-180 AND 1 1/2" REGULATIONS. IF DEWATERING EQUIPMENT NEEDED OF TYPE S-111 ASPHALTIC CONCRETE SURFACE COURSE WITH A STABILITY OF 1500 POUNDS. PUMP VOLUTE; 2) 100,000 GPD TOTAL 24 HOUR (1 DAY) DEWATERING, AND; 3) 1,000,000 GPD SUBGRADE PREPARATION AND PAVEMENT INSTALLATION SHALL CONFORM TO FDOT PUMP CAPACITY, THE CONTRACTOR SHALL BE REQUIRED TO PERMIT THE DEWATERING SYSTEM STANDARDS AND SOILS REPORT RECOMMENDATIONS. WITH THE SJRWMD. THE ENGINEER AND/OR OWNER SHALL BE NOTIFIED IMMEDIATELY IF ANY OF THE ABOVE. THRESHOLDS ARE EXCEEDED. OFF -SITE PAVEMENT SHALL BE PER FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE PLANS. AT ALL TIMES DURING CONSTRUCTION, KEEP EXCAVATIONS FREE FROM STANDING WATER. CONSTRUCTION, 1991 OR LATEST EDITION, AND AS PROVIDED IN THE SUMPS, IF REQUIRED, SHALL BE LOCATED OUTSIDE OF LOAD BEARING AREAS SO THE BEARING SIDEWALKS SURFACES WILL NOT BE DISTURBED. WATER PUMPED FROM THE EXCAVATION SHALL BE DISCHARGED TO PREVENT RE-ENTRY INTO THE SOIL STRATA BEING DEWATERED. WATER SIDEWALKS ARE TO BE CONSTRUCTED IN THE AREAS AS SHOWN ON THE CONSTRUCTION PANS. CONTAINING SILT IN SUSPENSION SHALL NOT BE PUMPED INTO SEWER LINES OR ADJACENT THE SIDEWALK SHALL BE CONSTRUCTED OF 4" OF CONCRETE WITH A 28-DAY COMPRESSION STREAMS. THE METHOD OF DISPOSING OF WATER PUMPED FROM THE EXCAVATION SHALL BE STRENGTH OF 2500 PSI. JOINTS SHALL BE EITHER TOOLED OR SAWCUT AT A DISTANCE OF 10'. APPROVED BY THE ENGINEER, PRIOR TO ACTUAL DISPOSAL. HANDICAPPED RAMPS SHALL BE PROVIDED AT ALL INTERSECTIONS AND BE IN ACCORDANCE WITH STATE REGULATIONS FOR HANDICAP ACCESSIBILITY. PAVEMENT MARKINGS / SIGNAGE PAVEMENT MARKINGS AND SIGNAGE SHALL BE PROVIDED AS SHOWN ON THE CONSTRUCTION PLANS AND SHALL MEET THE REQUIREMENTS OF THE OWNER/OPERATOR. SIGNAGE SHALL BE IN CONFORMANCE WITH MUTCD (LATEST- EDITION). A 14 DAY PAVEMENT CURING TIME ,WILL BE PROVIDED PRIOR TO APPLICATION OF '"THE PAVEMENT MARKINGS, REFLECTIVE PAVEMENT MARKINGS SHALL BE INSTALLED IN ACCORDANCE WITH FDOT INDEX NO. 17352. DATE TO FOR PROJECT CONTROL ACTIVITY DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: REGISTRATION NO. PIPE EMBEDMENT SANITARY SEWER PIPE MUST BE BEDDED TRUE TO LINE AND GRADE WITH UNIFORM AND CONTINUOUS LONGITUDINAL SUPPORT FROM A FIRM BASE. BLOCKING MUST NOT BE USED TO BRING THE PIPE TO GRADE. PIPE BED SHALL BE UNDISTURBED EARTH AND, IN THE EVENT OF OVEREXCAVATION, THE CONTRACTOR SHALL REPLACE MATERIALS WITH MATERIALS SPECIFIED BY THE ENGINEER AND COMPACTED TO A DENSITY EQUAL TO THE NATIVE SOIL. AT ALL LOCATIONS WHERE PIPING IS TO BE INSTALLED IN AN AREA WHERE MUCK WAS NOTED IN THE SOILS TESTING OR AT ANY OTHER LOCATIONS WHERE MUCK OR ORGANIC SOILS ARE ENCOUNTERED, THE TRENCH SHALL BE OVER —EXCAVATED TO REMOVE ALL MUCK OR ORGANIC SOILS AND CLEAN FINE SAND PLACED AND COMPACTED IN THE TRENCH BOTTOM TO THE ELEVATIONS AND LOCATIONS NOTED ON THE PLANS. BACKFILL NEEDED TO BRING TRENCH TO THE PROPER GRADE SHALL BE COMPACTED TO A MINIMUM DENSITY OF 98% OF THE AASHTO T-180 MAXIMUM DENSITY. TRENCH OR EXCAVATION BOTTOM STABILIZATION MATERIAL A. SAND SAND SHALL BE WELL GRADED, ORGANIC FREE, DURABLE, GRANULAR MATERIAL, AND SHALL PASS A NO. 4 SIEVE. NOT MORE THAN 15 PERCENT SHALL PASS A NO. 200 SIEVE. B. PIT RUN GRAVEL PIT RUN GRAVEL SHALL BE ORGANIC FREE AND SHALL PASS A 3/4-INCH SIEVE. C. GRANULAR MATERIAL GRANULAR MATERIAL SHALL BE WELL GRADED, ORGANIC AND SOIL FREE, DURABLE AGGREGATE AND SHALL PASS A 3/4-INCH SIEVE. NOT MORE THAN 15 PERCENT SHALL PASS A NO. 200 SIEVE. CLEARANCE THE WATER MAIN SHALL BE INSTALLED AS NOTED ON THE PLANS. WHERE APPLICABLE, A LATERAL SEPARATION OF AT LEAST 10' SHALL BE MAINTAINED BETWEEN WATER AND SEWER LINES. WHEN WATER AND SEWER LINES CROSS WITH LESS THAN AN 18" VERTICAL SEPARATION, THE PVC SEWER LINE SHALL BE ENCASED IN CONCRETE OR DUCTILE IRON PIPE USED IN LIEU OF PVC PIPE FOR A DISTANCE OF 10' EITHER SIDE OF THE CROSSING. TESTING INFILTRATION TESTING OF THE SANITARY SEWER SYSTEM WILL BE REQUIRED 'TO BE PERFORMED BY THE CONTRACTOR. INFILTRATION SHALL NOT EXCEED FIFTY (50) GALLONS PER DAY PER INCH OF DIAMETER PER MILE OF LENGTH. IN THE EVENT THAT GROUNDWATER IS NOT ENCOUNTERED DURING SANITARY SEWER CONSTRUCTION, OR IF THE GROUNDWATER THAT IS ENCOUNTERED IS NOT 24" ABOVE THE TOP OF PIPE, EXFILTRATION TESTING OF THE SANITARY SEWER SYSTEM WILL BE NECESSARY. THE TESTING WILL BE THE RESPONSIBILITY OF THE CONTRACTOR, BUT WILL BE WITNESSED BY THE ENGINEER AND THE UTILITY REPRESENTATIVES. EXFILTRATION SHALL NOT EXCEED 50 GALLONS PER DAY PER INCH OF DIAMETER ' PER MILE OF LENGTH, INCLUDING MANHOLES. LOW PRESSURE AIR TESTING IS REQUIRED ON THE SANITARY SEWER SYSTEM. THE ELAPSED TIME FOR A 0.5 PSIG MAXIMUM PRESSURE DROP SHALL NOT EXCEED 0.760 SEC. PER FT. (MIN. TIME OF 3.47 MIN.) OF SEWER LINE FOR 8" DIAMETER AND 1.187 SEC. (MIN. TIME OF 4.43 MIN.) PER FT. OF SEWER LINE FOR 10" DIAMETER. BEGINNING -TEST PRESSURE SHALL BE 3.5 PSIG PLUS THE AVERAGE VERTICAL HEIGHT, IN FEET, OF GROUNDWATER ABOVE THE SEWER PIPE INVERT, DIVIDED BY 2.31. LINE LAMPING WILL BE REQUIRED TO BE PERFORMED BY ,THE CONTRACTOR AND WITNESSED BY THE ENGINEER AND OWNER/OPERATOR. THE CONTRACTOR SHALL PROVIDE AT HIS OWN EXPENSE ALL NECESSARY TEST PUMPING EQUIPMENT, WATER, WATER METERS, PRESSURE GAUGES, AND OTHER EQUIPMENT, MATERIAL AND FACILITIES REQUIRED FOR ALL TESTING. CONTRACTOR SHALL CONTACT THE ENGINEER, OWNER/OPERATOR AND THE CITY OF SANFORD IN WRITTEN FORM, FORTY-EIGHT (48) HOURS IN ADVANCE OF PROPOSED TESTING. THE CONTRACTOR SHALL PERFORM SATISFACTORY PRETESTING PRIOR TO NOTIFICATION. AS -BUILT DRAWINGS THE CONTRACTOR SHALL PROVIDE VERTICAL AND HORIZONTAL "AS -BUILT" INFORMATION RELATIVE TO ALL CONSTRUCTED UTILITIES AND STRUCTURES. AS -BUILT INFORMATION SHALL INCLUDE, BUT NOT BE LIMITED TO, THE FOLLOWING: 1. LOCATIONS AND INVERTS OF ALL GRAVITY SEWER LINES, MANHOLES, CLEAN -OUTS, AND SERVICE LATERALS AND RIM ELEVATION OF ALL MANHOLES. 2. HORIZONTAL AND VERTICAL DATA FOR ANY CONSTRUCTION WHICH DEVIATES FROM THE APPROVED ENGINEERING PLANS. 3. DISTANCES OF SEWER LINE LAID FROM MANHOLE TO MANHOLE AND/OR CLEAN -OUT WITH TIES TO LATERALS. TRENCH SAFETY THE CONTRACTOR SHALL RECOGNIZE AND ABIDE BY ALL OSHA EXCAVATION SAFETY. STANDARDS, INCLUDING THE FLORIDA TRENCH SAFETY ACT (90-96, LAWS OF FLORIDA). ANY MATERIAL, CONSTRUCTION METHODS, OR MATERIAL COST TO COMPLY WITH THESE LAWS SHALL BE INCIDENTAL TO THE CONTRACT. POTABLE WATER j FIRE_ SYSTEMS OWNER/OPERATOR THE ENTITY THAT WILL OWN, OPERATE AND MAINTAIN THE WATER SYSTEM SHOWN ON THESE PLANS IS PUBLIC STORAGE, INC. THE CONTRACTOR SHALL BE EXPECTED TO MEET ALL THE REQUIREMENTS OF THAT ENTITY. WATER SERVICES UNLESS OTHERWISE NOTED IN THE PLANS, THE UTILITY COMPANY SHALL PROVIDE AND INSTALL WATER METERS. CONTRACTOR SHALL CONSTRUCT WATER SERVICE TO THE CURB STOP AS SHOWN ON THE CONSTRUCTION PLANS. POLYETHYLENE (PE) PRESSURE PIPE FOR WATER SERVICES K" THROUGH 3" SHALL CONFORM TO AWWA C901-88, (PE3408). MINIMUM PRESSURE CLASS IS 160 PSI, DR11. COPPER TUBING FOR WATER aSERVICES SHALL BE "TYPE K" SEAMLESS COPPER TUBING. ALL SERVICES SHALL INCLUDE THE FOLLOWING: CURB STOPS, UNIONS AS REQUIRED, CORPORATION STOPS. THE SERVICE SHALL BE COMPLETE TO THE CURB STOP AS SHOWN ON THE DETAIL SHEET, AND SHALL BE OF THE TYPE REQUIRED FOR COMPATIBILITY WITH THE SERVICE LINES SPECIFIED, AND SHALL BE AS MANUFACTURED BY THE MUELLER CORPORATION OR HAYS OR FORD. DISINFECTION AND TESTING ALL PIPE SHALL BE DISINFECTED IN ACCORDANCE WITH AWWA STANDARD C651-92. �± ii,71FIF71177 NAME DATE SCALE: NTS SHEET NO. ARC 6/96 AMM ARC 6/96 6/96 DATE: JUNE 1996 OF JOB N0. M3301.00 KAMRAN KHOSRAVANI 6/96 43076 Raw - N0. DATE REVISION APPROVED FILE: GENOTE,DWG it , SANFORD, SHEET J FLORIDA SITE DATA 1) TOTAL SITE ACREAGE = 5.82 ACRES 2) EXISTING ZONING GC--2 3 PROPOSED LAND USE = SELF STORAGE 4) PROPOSED BUILDING SQ. FT. : OFFICE 2500 PF QPQSF f) STORAGE 18.500 PROPOSED TOTAL 21,000 EXISTING STORAGE, TOTAL 78,803 5) BUILDING AREA TO PARCEL = 31% 6) IMPERVIOUS SURFACE = 81 % 7) HEIGHT OF STRUCTURES = 11 FT. 8) PARKING REQUIRED: 29 SPACES PARKING PROVIDED: 38 SPACES (S) STOP SIGN (R1-1) mum 24" SOLID WHITE STOP BAR (THERMOPLASTIC) VARIES d a v d d (0 4 d 4 c ,Q O oDOO o � a 0 r- �� B L I ta. ,.� O_--1 I •. t r An 0 REMOVE EXISTING VALLEY GUTTER AND REPACE WITH 3' CONCRETE I r VALLEY GUTTER PER FDOT INDEX 300 it t� (S) REPAIR EXISTING DETERIORATED f t ASPHALT AS NEEDED Q r` CUT AND REMOVE EXISTING PAVEMENT * E TO MATCH EXISTING PROPOSED ACCESS RAMPS NEATLY SAW- 1 PRIVATE DRIVEWAYQ TYPICAL BOTH SIDES .. _.-__�..__ - 'F PER FDOT INDEX 304 / EX::_1.TINGi ASPHALT D IVE'V' '� EXISTING 2' STANDARD_._._,....._.___.___.__._______.___--.__,__,.-_-_�._----_._,.______.-__.�._._-_---.___-._.._.-_............._-----_�___..___�._.._..._._.__._-.-_. EXIST. PAVEME CURB &GUTTER R5' ..................... R 5' — _ ViMEiIT................. TYP .. :.':.':.':.':.':.': �lirW : P.'f.........:.'::.'.':.'.':.'.'.:... 1 - 1 -._. ............................ .... ....... ................ .............. .... ....................................... ............... ...... ........... ............. ......... .............. —... �. __...w ... .w _ ........ _M.._A_.TCH10.04 _ 1 ROP I S D PILL f TYP EXISTNG, CURB&GUTTER CURB aV :.i (TYPICAL) Q EXISTING SIGN /! TO REMAIN w PROPOSED 5' CONCRETE j PROPOSED �1Q �/ fl LANDING WITH PROPOSED OFFICE FENCE ,AND ....... EL • n �1 ACCESS RAMP ®MAXIMUM '�: ATE � �::•::::.::•:•:•::::: � • c� I 3 � ` f ? 12:1 SLOPE 2,500 S.F. /� � .................. z 3 zIN I I 1 Lo (: it ', r f i • :y.�::.'.... ��...'.'�':�'. ','.'. CLIMATE CONTROL BUILDING ............ Q e 18,500 S.F. ry, . _.:::: : _��' (SEE ARCH. PLANS FOR DIMENSIONS) o __. 1Q NOTE. OWNER Gq�' „ w. ` .. INTENDS TO USE EXISTING 90' METHODFOR TRASH COLLECTION (NO LARGE VOLUMES OF TRASH A ��� ANTICIPATED FOR THIS SITE) Al o`^ SAW-CUT/EXISTING 2' CURB , f & GUTTER AND CONSTRUCT 8' FDOT TYPE F CURBING PER FDOT,INDEX No. 232 (TYP) i` 6" -SAW-/CUT, REMOVE & REPLACE EXISTING SIDEWALK PER FDOT _ __---------•- ----- rn- -- •--•-- ` 90' b INDEX No. 515 (TYP) 150.58' ASPHALT PAVEMENT COMPACTED BENEATH PROPOSED SIDEWALK AREA TO 98% MAX. 6„ DENSITY PER AASHTO T-180. 0 NT E G RQL CURB & SODEWALK )rter and Holmes ENGINEERS, INC. POST OFFICE BOX 2808 500 W. FULTON STREET DATE SANFORD, FLORIDA 32772-2808 TEL 407 322-6841 TEL 407 831-5717 TO PROPOSED FENCE - IVERSAL NDICAPPED MACE PABlCiN1; DISABLED 1' r PERMIT 1.5 SERIES 'C'-- ONLY 1' B4- GALVANIZED * $250.00 FINE 4- EEL PCLE CITY ORD. No. 3211 3' GALV. STL. PCLE NOTES, SIGNS FTP-25 AND R7-8A SHALL BE IN ACCORDANCE 'MTH F.D.O.T. INDEX NO. 17355 AND SHALL MEET THE REQUIREMENTS OF FLORIDA STATUTES 316.1955 AND 316.1956. SIGNS •$250.00 FINE' AND 'R7-8A' PER LOCAL REQUIREMENTS. PROJECT CONTROL TOP PORTION OF FTP 25 do 26 SHALL HAVE A REFLECTIVE BLUE BACKGRPOUND WITH WHITE REFLECTIVE SYMBOL AND BORDER BOTTOM PORTION SHALL HAVE A REFLECTIVE WHITE BACKGROUND 1' WITH BLACK OPAQUE LEGEND AND BORDER 2 FTP 25 & 26 MAY BE FABRICATED ON ONE PANEL OR TWO FTP 25 MAY BE SUBSTITUTED FOR THE FTP 26 IN AREAS MERE 3 SPACE IS LIMITED SIGNS ARE TO BE MOUNTED AT STANDARD HEIGHT. (Y FROM 4. PAVEMENT TO BOTTOM OF SIGN) FOR �L FTP-25 & R7-8A SIGNS (TYP) SEE PROPOSED ACCESS RAMP PER FDOT INDEX NO 304 MAINTENANCE SIGN (SEE DETAIL THIS SHEET) EXISTING / LIFT STATION / KIM NOTE: SIGN TO HAVE HIGH'INTENSITY REFLECTIVE FACE, 7' FROM PAVEMENT TO BOTTOM OF SIGN BLADE. STOP CV ­ a I I ' 02 30" X 30" A (R0-0 SOGN STOP SOGN Chi ETAS L N.T.S. 3' GUTTER PLANS FOR LOCATION FLAT —� a I I $ 6' TRANSITION TO INLET ALL AROUND v EXCEPT MATCH EXISTING 12� ROAD SIDE SLOPE ON EACH I SIDE 6" CONCRETE 4Lr 4L2.4 EXISTING ASPHALT LA nranMnt?�4 n1M (nsirFE-5)nf0nIKnr72", imI-= 1r/A\nn 0 ONLC lT PAD D TQ0L N.T.S. TRANSITION FROM LOW POINT -OF GUTTER TO SLOPE OF PAVEMENT. PAVEMENT SLOPE SPILL TYPE C G AT L_C>F'C 0 F'AVI�'1CNT GENERAL NOTES 1. THE CONCRETE FOR CURBS SHALL BE DEPARTMENT OF TRANSPORTATION CLASS "I" CONCRETE, AND HAVE A COMPRESSIVE STRENGHT OF 2500 PSI. 2. ALL CURBS SHALL HAVE CONTRACTION JOINTS AND SHALL BE CONSTRUCTED AT INTERVALS NOT TO EXCEED 10'- 0" ON CENTERS FOR ALL CURBS. PRIVATELY MAINTAINED LIFT STATION IN CASE OF EMERGENCY CALL PUBLIC STORAGE, INC. ON SITE MANAGER (407) 328-4380 NOTE: SIGN TO BE ENGINEERING Q GRADE WITTH BLACK LETTERS ON A WHITE BACKGROUND M,aIf�1TNil ACTIVITY NAME DATE SCALE: 1"=30' SHEET NO. DESIGNED BY: DEF/JCP 5/96 P u Ll DRAWN BY: BY: AMM 6/96 DATE: JUNE 1996A` ARC T 0 OF m ARC 6/96 Q 9/24/96 CHECKED PER CITY COMMENTS JOB N0. M3301.00 APPROVED BY: KAMRAN KHOSRAVANI 6/96 0 7/17/96 PER CITY COMMENTS ARC SANFORD, FLORIDA REGISTRATION NO. 43076 NO. DATE REVISION APPROVED FILE: SDP2.DWG PROPOSED 1NT�/711NTO PROPOSED 8 PVC AWATER MAIN ME-TEF PER CITY OF SANFORD REVEMENTS AFTER DISINFECTION, � TESTING, A D ARPROVAL. EXISTING WATER AND IRRIGATION METERS SERVING ABC LIQUOR, INC. /,:•/: F ''L ` l l ! (.:F% EXISz CONNECT PROPOSED FIRE HYDRANTQA ' 1: EL I j' WITH GATE VALVE PER CITY OF _ SANFORD REQUIREMENTS.AINT RED - DEPICTING PRIVATELY MAIN -AINED AND Y4' L 1 ;:1 I PLACE BLUE REFLECTOR P/�VEMENT t` 5 �C A CONSTRUCT f' MARKER ON OF STREET.,` S S S S \\\ IMPROVEMENTS NEATLY SAW -CUT AND S PER FDOT ; �„� `� MATCH EXISTING CURB 3 f`'• '`•._ (SEE SHEET 5) 4 SAW -CUT E't.iJ ZING ASPIHAL" DRIVEWAY REMOVE EXISTING 4" PVC EXISTING EXISTING / PROPOSED 8 PVC - CURB AND Ff 'v r'1(1' •-" DIE' `,fi'A ITR DIP WATER MAIN UP WATER MAIN MATCH INSTALL 8" X 4" REDUCER S-9 S-10 TO REDUCER Q % ___.... _ �_.._- _ __-_____------ _---_ _..__ ._ �---......_.:,r- _ _ _ _ _ i . vl:,r ^ . k:, . ..�.- .-...,...,..n �...._ _ _...»..x.« "Y Imo"""" era.= a...-••^9t' -hem'" _..., j x LOCATION OF PROPOSED _ ---- S-8 j _ MASTER METER / DDCV - - o w� T �. T � --F � ..1-- - ASSEMBLY PER CITY OF - ? SANFORD (SEE _ DETAIL SHEET 7A) S t 2 r• 1 " - EXISTING WATER METER %'lam t*� ` `" EXISTING WA SERVING AUTOMATIC CABLE S_4 � � 9� `�w,, '� jf1 ; j 3 2 1 EXISTING FIRE HYDRANT -, . INSTALL 8" X 6" TE, ON �� PAINT RED DEPICTING S-7 `;; PROPOSED WATER MAIN EXI`Sfli- IG PrAVEME fl' REMOVE EXISTING MASTER METER ,, 6 FIRE _ •� PRIVATELY MAINTAINED AND PAND INSTALL 6" TEE ON EXISTING f. 3_6 1SERVICE LINE Z PLACE BLUE REFLECTOR PAVEMENT Q3 WATER MAIN. 14Sj.ALL 6 X 8 � .f ` : � MARKER ON q OF STREET. INCREASER AND/ MASTER S-•5 PROPOSED 1.5 2 �� Q Z METER AND D CV aA'f LOCATION r, ` t-F: , ,` WATER LINE w SHOWN. .'/ / •:r . �, , v AA a OFFICE ;�` a c� i 1 rQ '� CONNECT ROOF DRAIN DOWNSPOUTS a G ` 2,500 S.F. TO 145' of 12' CPP STORM PIPE WITH S-12 ' � � � 12" X 6" FITTINGS (TYPICAL OF 4). F.F. ELEV 42.5�' z u REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS. .., CONCRETE SIDI WALK 12%12"x4"THK. ` r FLUSH W/ASPHALTS 6" CLEAN -OUT • ! �� {•., "' ,j; PAVEMENT` CONC. COLLAR A EXISTING 6" WATER MAIN r` PER CITY OF SANFORD / / `O CLIMATE' CONTROLLED `' ` \ ' A''' �.,. \/\\/�\/�`� ' S--2 f 18,500 S.F. Q F.F. ELEV 42.5 6" 45' BEND EXISTING WATER METER`{' / j CONNECT ROOF DRAIN DOWNSPOUTS `~�. „ SERVING VACANT RESTAURANT / TO 141' of 8" PVC (DR18) STORM PIPE TH 8 x6 WYE OR 8" X 6" TEE (TYPICAL OF 4). NEATLY SAW -CUT AND REM. �E 8" OR 1 12" X 6" WYE S-'3 REFER TO ARCHITECTURAL /' �% `-. ` EXISTING PAVEMENT ANC PLUG S-1 (� r �• CONSTRUCT IMPROVEMENTS /PER FDOT (SEE SHEET 5) e.._._. ..._�..._ .._ ._. _ ..._...__. weary .. PROPOSED SILT TOP OF BERM FENCE (TYP) EL 42.5 (TYP) EROS0ON AND SEDIMENTATION CONTROL NOTES PRIOR TO ANY CONSTRUCTION ACTIVITY THE CONTRACTOR SHALL INSTALL EROSION AND SEDIMENTATION CONTROL MEASURES SHOWN ON. THE PLANS AND PROVIDED FOR IN FDOT INDEX NO. 102. AS CONSTRUCTION PROGRESSES, THE CONTRACTOR SHALL PERIODICALLY CHECK THE SEDIMENTATION CONTROLS AND REPAIR THEM AS NECESSARY TO KEEP THEM IN GOOD FUNCTIONING ORDER. THE CONTRACTOR SHALL ALSO PROTECT INLETS AND OTHER SITE APPURTENANCES FROM SEDIMENTATION USING PROTECTION AS DETAILED IN FDOT INDEX NO. 102. THE CONTRACTOR SHALL CONDUCT GROUND STABILIZING MEASURES (PAVING, GRASSING, MULCHING AND SODDING) AS SOON AS PRACTICABLE FOLLOWING FINAL GRADING OF THE SITE. FOLLOWING COMPLETION OF CONSTRUCTION AND COMPLETED STABIUZATION OF POTENTIAL EROSION AREAS, THE CONTRACTOR SHALL REMOVE SEDIMENTATION CONTROL. MEASURES AND CLEAN AND REPAIR ANY AREAS AFFECTED BY THE CONSTRUCTION ACTIVITIES. ROW Y J Q W z � p v) r ' J U m vL) EL 42.5 4 FF 42.5 X w WIDTH 1 POND BOTTOM 40.5 VARIES 12" CPP SOD ALL SIDE SLOPES SECT0ON 'A' - 'A' SCALE: H. 1" = 20'. V. 1" - 5' PLANS FOR EXACT LOCATIONS. REPLACE TO MATCH EXIST G / ,4 • . ' 8" PVC OR f 12" CPP ~' ` YPO CAL CLEAN -OUT 4 3 1 1 S-16 S-14Y PAVEMENT MA TEROAL �A 1" TYPE S-III ASPHALTIC CONCRETE B 1-1/2" TYPE S-UI ASPHALTIC CONCRETE 6" SOIL CEMENT 6' STABILIZED SUBBASE EO 10" STABILIZED SUBBASE 121 j 8'PVC DR78 6" 12" I 12" I 12" Conklin Porter and. Holmes ENGINEERS, INC. POST OFFICE BOX 2808 500 W. f ULTON STREET DATE SANFORD, FLORIDA 32772-2808 LEGEND MT-C' E.P. PROP. SPOT ELEV. -- PROP. FLOW DIRECTION W PROP. WATER SERVICE s PROP. SANITARY SEWER PROP. STORM SEWER Y� J Q 3 U Q ^n U of U ui Z U C 18, 20' 18' o z j m PARKING DRIVING PARKING FF 42.5 STALL A ZONE STALL fJ` _._.. i . ir)•: C •. E C TO OBI m ' - ` B' SCALE: H. 1' = 2W, V. 1" - 5' TO I FOR TEL 407 322-6841 TEL 407 831-5717 PROJECT CONTROL MATCH EXISTING GRADE Bd (SEE NOTE 1) Bc (6 / MIN.) \., COMPACTED SELECT COMPACTED MATERIAL BACKFILL Bc/4/ (4" MIN.) CONCRETE • .s Bc/2 - ' ; UNDISTURBED / Bc/4 SOIL fl ° :.�". (4 MIN.) T,/.� COMPACTED GRANULAR Bc/4 - - BEDDING MATERIAL (6" MIN.) PIPE BELL CONCRETE CRADLE GRANULAR BEDDING FOR ASPO-OALT Bd (SEE NOTE 1) J U v m \ Bc _ COMPACTED BACKFILL w V) cj z > 0_ Z V) V) Q< U U J Qf < 0� 71 f / Bc/2 UNDISTURBED � SEE NOTE 2 SOIL PIPE BELL` 0.6 Bc = COMPACTED GRANULAR TOTAL BEDDING MATERIAL NORMAL TRENCH GRANULAR BEDDING SACK F0 LL METHOD FOR EARTH A Al A L� 0 0 STRUCTURE TYPE ELEVATION Q 14' ry 4" PVC SEWER 0 0.6% �2 PROPOSED CLEANOUT INV 38.83 U3 70' ti 4' PVC SEWER 0 0.6% PROPOSED MANHOLE W INV 38.82 O 300' - 8' PVC SEWER 0 0.40% PROPOSED MANHOLE W INV 37.11 7 68' - 8" PVC SEWER 0 0.40% EXISTING UFT STATION NW INV 36.74 CORE BORE do CONNECT TO EXIST. WET WELL GROUT SEAL TO ENSURE WATER TIGHT CONNECTION. BEDDING AND TRENCHING NOTES 1. Bc = PIPE O.D. Bd = TRENCH WIDTH AT TOP OF PIPE MAX. Bd = Bc + 24" MIN. Bc = MAX. DIM. OF BELL + 8" (UNSHEETED TRENCH) MAX. DIM. OF BELL + 12" (SHEETED TRENCH) 2. DEPTH FOR REMOVAL OF UNSUITABLE MATERIAL SHALL BE AS REQUIRED TO REACH SUITABLE FOUNDATION FOR NON - CUSHIONING MATERIAL, DEPTH SHALL BE 6" BELOW BOTTOM OF UTILITY. 3. SHEETING SHALL BE DRIVEN BELOW THE UTILITY INVERT IF REQUIRED FOR LATERAL SUPPORT OR UNSUITABLE MATERIAL REMOVAL WHERE DRIVEN BELOW PIPE INVERT, SHEETING SHALL BE CUT OFF A MININIMUM OF 12' ABOVE TOP OF PIPE, OR HIGHER AS AUTHORIZED BY ENGINEER, AND LEFT IN PLACE. IN NO CASE SHALL SHEETING LEFT IN PLACE EXTEND HIGHER -THAN 30" BELOW SURFACE GRADE UNLESS SPECIFICALLY APPROVED. BRACING SHALL BE PROVIDED AS REQUIRED. 4. PROTECTIVE CONCRETE SLABS ARE REQUIRED WHENEVER DEPTH OF COVER IS LESS THAN 36". 5. BACKFILL TO BE COMPACTED TO 98% DENSITY OF AASHTO T-180 MODIFIED PROCTOR IN AREAS TO BE PAVED AND 95% IN OTHERS. SURFACE REPLACEMENT TO BE CONSISTENT W/ EXISTING MATERIAL AND OF EQUAL THICKNESS TRENCH 'rMDTH 'W + 4' SURFACE REPLACEMENT { EXIST. CONCRETE SURFACE 12 MIN. i 1. 5' 1 (W�_ 1.5' REPLACEMENT BASE TRENCH MATERIAL TO BE `� WIDTH SAME AS EXIST. BASE TRENCH WALL SURFACE TOTO�\/ \ UTILITY PIPE MECHANICALLY SAW CUT 12 VARIES 12" NOTES: 1. BACKFILL SHALL BE IN ACCORDANCE WITH SECTION 125-8 OF THE FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUC rION, 1991 , AS AMENDED. 2, BASE MATERIALS TO BE PLACED IN fWO OR THREE LAYERS, ROLLED AND TAMPED TO SPECIFIED DENSI jY FOR BACKFILL. FOR CONCRETE ACTIVITY NAME DATE DESIGNED BY: JC 7/96 DRAWN BY: _ AMM 7/96 Q 9/24/96 PER CITY COMMENTS CHECKED BY: ARC 7/96 a2 8/26/96 PER CITY COMMENTS � APPROVED BY: KAMRAN KHOSRAVANI 7/96 1 7/17/96 PER CITY COMMENTS REC'ISTRATION NO. 43076 N0. DATE REVISION A 2 1 A STORM SEWER SCHEDULE STRUCTURE TYPE ELEVATION S-1 QD CONCRETE MITERED END SECTION FDOT INDEX No. 272 F.L. 40.5 W/ FLOW DISSAPATOR (6' LONG) S-2 4.5' - 12" CPP 0 0.5% S -3 12" 90' CPP FITTING 5-4 CLEANOUT INV 41.2 S-5 CONCRETE MITERED END SECTION FDOT INDEX No. 272 F.L. 40.0 W/ FLOW DISSAPATOR (6' LONG) S-6 26' - 8" CPP ® 0.52% S-7 4' CONCRETE MANHOLE W/ SKIMMER SEE DETAIL S-$ 64' - 8" CPP 0 0.52% 2-9 12' w 4" WIDE TRENCH DRAIN E.F.L. 40.6 ACO OR APPROVED EQUAL W.F.L. 40.4 TOP OF GRATE 41.2 5-10 38' - 8" CPP 0 0.28% S-11 64' - 4" WIDE TRENCH DRAIN E.F.L. 41.0 ACO OR APPROVED EQUAL W.F.L. 40.7 5-12 CLEANOUT INV 41.0 5-13 8" 90'/22-1/2' PVC FITTINGS S-14 29' - 8" 0 0.59% CONCRETE MITERED END SECTION S -15 FDOT INDEX No. INDEX No. 272 F.L. 40.0 W/ FLOW DISSAPATOR (6' LONG) NEENAH R-2570 CATCH BASIN FRAME W/ SOLID LID OR AN APPROVED EQUAL O QO G O°p O O O O p O o O O Op p g 8� 88� %0 o °� per` PRECAST MASONRY ° RISERS AS REQUIRED FIBEGLASS SKIMMER 1/2" THICK MORTAR IN STRUCTURE No. S-7 CEMENT PLASTER COAT FASTEN TO WALLS OVER ENTIRE STRUCTURE INTERIOR WALLS OF THE MANHOLE ALTERNATE - PRECAST TOP 41.20 CONCRETE MANHOLE SECTIONS BOTTOM 39.90 TO RETENTION AREA 8" CPP PRECAST CONC. BASE 8" CPP NV 40.13 INV 40.2 W/ #4 BARS 8" O.C. -�-I 4 EA. WAY ON 4" GRAVEL 1BOTTOM EL 39.40 OR SAND BASE. a' 4'-0" 4'-8" + 2x WALL THICKNESCATCH BASON NOT TO SCALE OPTIONAL POST POST (OPTIONS: 2"x4" I 20'f POSITIONS OR 2-1/2" MIN. DIA. I 6' MAX, FILTER FABRIC (INWITH PRINCIPLE POST WOOD; STEEL 1.33 CONFORMANCE WITIi POSITION (CANTED LBS/FT. MIN.) SEC. 985 FDOT SPEC.) F i 20' TOWARD FLOW) �I w FABRIC o f O CYJC` 7rFILTER W SCALE: 1 "=30' SHEET NO. ARC DATE: JUNE 1996 ARC &Ath OF JOB NO. M3301.00 NJ ARC PIP ROVED I FILE:SGP-CUP2.DWG xI I ELEVATION TYPE 0 0 0 S0 L T FENCE FDOT INDEX NO. 102 N.T.S. [Jib SECTION - �. i A c w CJ) M Q Q , OD 5YWa x Q.JMtW NAME / 5mcl5 Conklin Pc CP I Al afMU15 VIPLINIANA / I.IVI; OAK 21/ 2" CAI, (4-1/ 2' POM CM) A.5,10-12' W X 6' 9 ULML15 PAWI✓OLIA / VM MM 2-1/ 2" CAL (41/ 2' APM CRAM) A ,10-12' Hr X 6' ma APMOW15 INPICA / INPIM >-tAWt'NO" 3 GAL 15" x 15" 241' O,C. 165, Al fffO5t'GnN fC0IpA / Plf1105'OIZUM 4 GAL• 24" X 24" :�0" O.C. I M5 TO It ('izO11 MI:2 I T>Z�5 TO � tZCMO'V>;i7 Orter and. Holmes ENGINEERS, INC. POST OFFICE BOX 2808 500 W. FULTON STREET DATE SANFORD, FLORIDA 32772-2808 TEL 407 322-6841 TEL 407 831-5717 rth_I DIDIVL11VAs KICIf -•. '• .. ., r •1 RATUM FM cr 10 .. , MLLai il 5eakw mm, Ro.� •` _ '�� PAW. i 4 + �►Ii� r • Z Ku Itf rs.*�;::..>�..*.,•�11- ,. �I '� U-1t 11�=1t=1t it=1t: ��ll < WMMftnMMM . • r or �, , . � . 1 Hai fop P&L TM A R , ` I I I / I� - I mi y1 � I, E Li e/ l 9 V t CIF ICA ON5 1, The land5cape Contractor Shall be rerpon,ible for Al materW5 and all work a5 called for on the Landscape Plans and in the Landscape 5pectflcat&6- In the event of variation between gvartttttes .�iown on plant list and the plans, the plans 5MI caiird, fhe Landscape Contractor- 5MI verfi all ctiarititie5 and repot arq 456repanc►e5 at the time of 61ddirsq, 2, The Landscape Cattracto- 5"1 review architec#r.ral/ engineerinq plan' and became thoroughly familiar- with surface and subsurface util►t1es, 3, every possiHe safeguard Shad 6e taken to protect Wildinq Surfaces, eoPIPment and fur-nishkxr, The Landscape Contractor Shall 6e rdrpoimHe for any damage or ink to person or property which may occur- as a result of negIlWnce in the execution of the work, 4. The work.shall 6e coordinated with other trades to prevent ccorfl►ctr, Coordinate the planting with the irrigation work to assure avada6lltty aid proper location of irrl *Am Items and plan, 5, 1411 p►anthq shall 6e performed 6y personnel familiar with pia *vq procedure and undei- the %Vmimon of a qualtfled plantinq foreman, 6. Al plans material shall 6e graded Florida No, I or better- a5 aid med under Grades aid 5tandard5 for klur5eriI Pla tb, 19Ni5icn of Plant Inc fh-xq, State of Florida, unless otherwise noted, 7, The Landscape Architect or Owner shall have the right, at ark stage of the operations, to reject arty and Al work and material' which, in her, opinion, do not meet with the requirements of these 5peclfIcatl0n5, a, except a5 otherwise Specified, the Landscape Contractor' 5 work 5MI conform to accepted hortacultlral practtce5 aS u5ed in the trade, 9. The minimum acceptable size of all plants, mea%red after pruning, wish 6rande5 in normal pa71tion5, Shall conform to the measurement Specified on the plant list or as Indicated on the landscape drawtrig, Heic0t, acid spread dimenr,toi' refer to main body of the plant and not extreme branch tap to tip. The caliper of tree trurkr, is to 6e takers on foot above the gra W level, 10, Plants shall 6e protected upon arrival at the 51te, 6y 6einq thorouchdy watered and grope-14' maintained until planted. 11, Al tree pine Shall 6e excavated to size and depth in accordance wtth the U512A 5tandard for i Irrserq Stock 260.1, unle55 Shown other wise on the draw", and beickfilled with the specified planting soil, The Landscape Caitractor 5MI test fill all tree pt with wafer before pla*4,q to assure proper drainage percolation is available, 12. Plaritinq soil mixture shall consist of 2/ 3 existing Sad on ante, mixed with 1 /,5 pulverized peat and 2165, of 6-6-6 100% organic fertilizer with trace elementh per cubic yard, Minting Sod Shall 6e treated with a pre -emergent, herbicide prior to Installation of plant material, 0. The Landscape Contractor "I 6e re6ipon516le for proper waterinq of Al plants. Al plants 5MI 6e thorougWy watered at time of plariinq and kept aJ6gJate14 watered until time of acceptance, It Shall 6e the Landscape Contractor' S re5pon516111t1.1 to assure that plar& are not over watered, 14. It Shall 6e the Landscape Contractor' S rerpon516114 to prevent plants from fall l,q or 6einq blown over, to restrak teen and replant all plarib which lean or fall and to replace all Hai* which are damaged due to lack of proper quoq or staklnq , The Landscape Contractor Shall 6e legally liable for arq damaw caused 64 I sit bility of any plant material, 15. Al trees 65 gallon ( 12' -14' in height) or larger, and Al palms shall 6e quyed or Staked or braced, The L"5cape Contractor- Shall determine which srrAl or multi -trunk tree5 need to 6e okayed and staked to maintain Hum6, 5takinq of trees and shrubs, If required, 5hal► 6e dose as per stacinq and guying detail prepared 64 the Landscape Architect, It shall 6e the responsibility of the Landscape Contractor to remove q qr, and stakes from the trees and job rite after a period fo 90 days. 16. Plants blown over 6y high wind', within the quaranteed period, shall not 6e cause for additional expense to the Owner, but shall 6e the re,pons1611ity of the Landscape Contractor, namaged plaits shall 6e replaced 6y the Landscape Contractor at no additional cost to the Owner, 17, 5od shall 6e certified to 6e free of the Imported fire ant, 50d shall have a dean growth of acceptable crass, reasonably free of weeds with not 1e55 than i 1/ 2" of Sod frm14 adhering to roots. Al sad shall 6e recocIntzed %. Augustine "Noratam" , It Shall 6e the re,pon516IIIti1 of the Latsd5cape Contractor to measure and determine the exact amount, required. Th15 aravi; shall 6e vertFled with the Owner or Larid5cape Architect 6efore In5tallation. I UMON 1, CONTVOfOZ 5}'&A PROM A MINIMUM Of 5' FWM CUNT R OF I'WF. TM TO 13ACK or 0". 2. A MCZANAWW LO`,MR6R0LNi7 aNTf2At- fiWATION 55-MM FROVIVING 100/ COWFACt CV Al LAN125C / i MIZ AMA5 W LJ- M I'KOVIM LhlLIZNG WAZZ rMCIeW M516iN i'MWrA1,5 Ate COMLATING TO WAT R 1,15e ZOW 5. 3, A WALL Ate i'LW W .I.Oe LOCAfW FOR LIGATION U5e- TTM W11,1- M NO CONWCTION TO 1{-Il; CITY Crr 5WOW WAM 5Y59M U%. Tl�f LIGATION COWRAGTOIZ 5f WA, CWCK TIt WAZZ QUAI.tfY OF TIt Mt,. TO i;N%M THAT 1I f MAMN 5Y5TI;M WILL FLNCTION PiZOMM Y, ACTIVITY NAME DATE DESIGNED BY: KL S 6/96 DRAWN BY: AMM 6/96 CHECKED BY: ARC 6/96 TO FOR APPROVED BY: KAMRAN KHOSRAVANI 6/96 1 7/17/96 PER CITY COMMENTS PROJECT CONTROL REGISTRATION NO. 43076 NO. DATE REVISION SCALE: 1"=30' DATE: JUNE 1996 JOB N0. M3301.00 ARC PPROVEDIFILE: LANDSCP.DWG 18, The Landscape Contractor shall Wnre adeq ate vertical drainage in all plant 6edr,, planters, and Sod areas, Vertical drilling throu+ any compacted fill to native sod shall 6e accomplished to insure crahage, If well drained fill 15 necessary to assure positive drainage, thl5 Issue 5MI 6e bra i* up 6y the Landscape Contractor at Mime of bidding; 19. The Landscape Contractor Shall insure that his work doer, not Interrupt established or projected drainage pabterns, 20, The Landscape Contractor shall prune, shape and remove dead foliage/ lhbs from ex►5'tinq plant material to remain. Confirm with the Landscape Architect or Owner the extent of work recgred at time of biddinq, 21, Ped5 adjacent to 6uddkiq foundations or any concrete work are to have an iron Sulfate add - mixture worked Into the soil a5 per mat-ufacturer's 5pectf ab1c i5 or appropriately to achieve a Sod pH of+55to5,5, 22, Mulch - Al plant beds 5MI 6e top dressed with 2" - " pine bark mulch or as Specified, (or approved eq A) , 25, transplanted Material - The Landscape Contractor shall 6e re5ponrVe for determining and evaluating which plant materials are sraitaHe for tran5plarr N and shall verify this with the L"5cape Architect o- Owner, The Landscape Cc -actor- shall take all rea5ona6y, hortiraiturally acceptable meaqxes to assure the 5ucce.55fid tra .-rftN of determined plant materials, The Lanid5cape Contractor shall 6e re5ponsible for replacing any relocated plant materials which cite if Such meaarer, are not takers, as determined 6y the Landscape Architect or Owner, replacer a plants Shall 6e of Identical species aid 51ze if required. 24, MA MNMCP PRIOR rO NNAI, IN5MC11ON AW ACC�PrA=,- I. Maintenance shall commence after each plant i, planted and the maintenance period "I continue until the J06 or,pectflc phase of the J06 Ir, accepted 6y the Landscape Architect or Owner-, extreme care Shall 6e taken to instruct the Owner or his repre5entative5 In general mainterrarice procedures, 2. Plant maintenance shall wiude watering, prmtN, weedinq, cultivating, mulch", tightenN, and repairing of guys, replacement of Sick or dead plans, resetting plants to proper- crades or upright po5ttivn5 and restoration of the planting Saucer and all other care needed for proper q' of the glade, 3, nurN the mai ntersance period and up to the date of final acceptance, the Landscape Contractor shall do all Sea %nal 'pra#M and/or duAhq of treer, and shrub,. Lipari completion of all planting, m wpectios for acceptance of work will be held, The Landscape Contractor shall notify the Lancl5cape Architect or Owner for Scheduling of the Inspection 10 days prior to the anticipated date, 4. At the tame of the w-,peetlon, if Al of the materials are acceptable, a written notice will 6e given 6y the Landscape Architect or Owner to the Landscape Contractor 5tati iq the date when the Maintenance Period ends, GU RMTt;� AW MM,&-f�WN1'. 1. Al plant materials, except sod, and palm, shah 6e gixanteed for one hundred elq* ( 160) da45 from the time of final Wpeetion and Interim acceptance shall 6e alive and in 5at4sfactoriI growth for each Specific kind of plant at the end of the c4aranteed period, Palms shall 6e quaranteed for a period of one ( 1) year from the date of final inspection and interim acceptance, 5od shadI 6e quaranteed for a period of niet4 ( 90) days from the date of final wpeetion on Interim acceptance, 2. At the end of the guarantee period, any plait required under thl5 contract that 15 dead o- not Is 5atl5factcr4 growth, a5 determined 6y the Owner or the Land5cape Architect, Shall 6e removed and replaced, replacement plants shall have an extended gjwantee, as noted above, Fran time of replacement, 3, Al replacement- shall 6e planted of the Same kind and size as specified on the plant Ilst, They Shall 6e the re5pons16111ty of the Landscape Contractor, 11 V W, v Y U O U U m r- Cr)CTI 0 m m LO N Go Cu L M J F-- N (Ai O Q U) Co LL - .... .A,FX1ay'Wute:afta.wJ.ls`tiz .•-+u -.. ROOM PINI5H 5GH DULL ROOM NO. ROOM NAME FLOOR BASE WALLS CEILING REMARKS N S E W FINISH HGT 01 VEST. SC --- P P P P P V-0' --- 02 VEST. SC - - - P P P P P 8' -0' - - - 03 STORAGE 5C --- P P P P --- --- --- 04 RECEPT CT V P P P P SAT V -O' - - - .05 ICE Ct V P P P P SAT 13'-0" PAINTED GYP. BD. SOFFIT V-O' AFF o6 BOX SV V P P P P P s'-o' --- 0-1 g 5V V P P P P P 8'-O' --- 0S TOILET I CT CT CTW/P CTW/P CTW/P CTW/P P al-0' - - - Os WOMEN CT CT CTW/P CTW/P CTW/P CTW/P P 0'-0' --- 10 MEN CT CT CTW/P CTW/P CTW/P CTW/f P V -0' - - - 11 JAN SV V P P P P P 8'-0' --- 13 STORAGE SG --- P P P P --- --_ --- FINISH ABBREVIATIONS Sc: 'H d C' CONCRETE STAIN SY SHEET VINYL CT CERAMIC TILE V 4' NIGH VINYL 5A5E CTW CERAMIC TILE WAINCOT TO 45' A.F.F. P PAINT SAT SUSPENDED ACOUSTIC TILE DOOR SC�4EDUL E DOOR NO. DOOR FRAME FIRE LABEL WARD WARE SE-(' # REMARKS TYPE slxE MAT, FINISH DET. NO, MAT. FINISH � H T 01 B 40 10 1 3/4' N.M. PAINT I HM. PAINT --- 2 INSULATE W/ METAL THRESHOLD 02 B 40 10 1 3/4' H.M. PAINT 1 N.M. PAINT --- 2 INSULATE W/ METAL THRESHOLD 03 D ro0 -10 1 3/4' H.M. PAINT I H.M. PAINT --- 2 INSULATE W/ METAL THRESHOLD 04 A 30 -10 1-3/4' HM. PAINT I HM. PAINT --- 2 INSULATE W/ METAL THRESHOLD 05 C 54 -10 1-3/4' H.M. PAINT 2 HM. PAINT --- --- --- 0r0 C 54 '10 1-3/4' H.M. PAI P --- - -"- 01 A 0 1-3 /4 N H.M. PAINT 2 HM. PAINT - - - 2 - - - 08 A PR E MARBLE SHOLD 09 A 30 0 1 3/4' HM. PAINT 2 HM. PAINT --- 3 3 PROVIDE M LE THRESH 10 30 I0 1 3/4" H.M. PAINT 2 H.M. PAINT - - - 3 P Y S 11 30 -10 1 3/4' H.M. PAINT 2 N.M. PAINT C 1 3/4 HOUR FIRE RATED- W/MET.TRESH 12 30 0 i 3/4' N.M. PAINT 2 HM. PAMT C 2 4 FIRE D- W A TRES 13 F 2 8 311 1 3/4' WOOD PAINT - - - WOOD PAINT - - - - - - GATE 14 E 60 -70 --- ALUM PREFIN 3 ALUM PREFIN --- 2 PROVIDE METAL THRESHOLD I H HOUR ATE 16 A 20 -10 1 3/4' H.M. PAINT 2 HM, PAINT C 1 LOCKER DISPLAY ACCESS li A 2 4 10 1 3/4' H.M. PAINT 2 H.M. PAINT - - - R HARDWARE SCHEDULE SET " FUNCTION MANUFACTURER MFR # LEVER FINISH CL05ER REMARKS I STOREROOM LOCK SCHLAGE D5OPD RHODES 626 NO --- 2 ENTRANCE LOCK SCHLAGE D50PD RHODES 626 YES --- 3 PRIVACY LOCK SCHLAGE D405 RHODES 626 YE5 --- WINDOW 5CH DUL TYPE 5IZE FRAME GLASS REMARKS A 9'-6'W�x 8'-81H. ALUMINUM WHITE GRAY 1/4' TEMP. 1,09 .42 STOREFRONT B 23'-O'W.X V-8'H. ALUMINUM WHITE GRAY 1/4' TEMP. 1.09 .42 STOREFRONT C 18'-0'W.X V-8'H. ALUMINUM WHITE GRAY 1/4' TEMP. 1.09 .42 STOREFRONT D 3'- X 4'-4' H.M. PAINT II w v - ... I ... _ ,.. ....,. � .. ♦-^;,$e".l».. {`ai.f-a... : x:. &usi�.'�.'w�Ylatia-tir. .- ... fs3t`�ssw�Tv.YE.:-- --- —.��. '�'". .v..a !' .n:ace,..._u.n ...., ._��.s_—�,..wwt v v UNLESS SPECIFICALLY SHOWN OTHERWISE THESE DETAILS SHALL BE USED ASHRAE #6-10 ASHRAE #6-11 ASHRAE #6-29 ASHRAE S�66 27 90 DEG. CONICAL TEE 45 DEG. CONICAL WYE TEE WITH 45 DEG. ENTRY CONICAL fEE FAN TO <�sjFAN ROUND TRUNK, ROUND TRUNK, ROUND TAP ROUND TAP RECTANGULAR TRUNK, RECTANGULAR TRUNK, RECTANGULAR TAP ROUND TAP 45 DEG MAX �Xo CONCENTRIC TRANSITION 30DE. 0 MAX ECCENTRIC TRANSITION ASHRAE #6-33 REFERENCE RADIUS SYMETRICAL WYE ELBOW DIMENSIONS VOLUME 1 _ I- _I VOLUME DAMPER DAMPER TO FAN SPLITTER DUCT AIR HANDLINi STEEL 5' ITERMINATE O.A. DUCT RETURN AIR OPENING INSTALL RADIUS ELBOWS WHERE SHOWN ON PLANS W Rp on0 FPM MAX R= 3W/2 MITERED RADIUS ASHRAE #3-6 ASHRAE #3-5 RECTANGULAR ELBOWS AIR KJGT riYP) FRI6ERANT IE5 'VG CONE). DRAIN ^V GLEAN -OUT. D R R= 3D/2 RADIUS ASHRAE #3-1 ROUND ELBOWS REFRIGERANT AND CONDENSATE LINES SHALL BE ROUTED CLEAR OF FILTER ACGE55/REMOVAL C41T EMERGENCY �N 2" WIDER THAN r,rx,• u-uor,PPED WITH FLOAT TYPE 51 UT -OFF 5WITCH. REFER TO PLAN VIEW FOR EXACT DUCT ROUTING AND SIZES. TYPICAL VERTICAL AIR HANDLER DETAIL FIRE N.T.S. OPENING IN WALL MUST COMPLY WITH DAMPER MANUFACTURER'S INSTALLATION INSTRUCTIONS. ZSLIP CONNECTION SHEET METAL SCREWS ANGLES NOTE, INSTALL DAMPER IN ACCORDANCE WITH MANUFACTURERS L15TED INSTRUCTIONS. tigo 1"tall MEGI4ANICAL SGHEDULES/DETAIL!5 NO SCALE 24' MIN. AIR HANDLI RETURN AIR DUCT WATER TIGHT Et - DRAIN PAN 2' Wivcr< i m^N AHU. EQUIPPED WITH FLOAT TYPE 51 VT -OFF 5WITGH. 24" MIN. REFER TO PLAN VIEW FOR EXACT DUCT ROUTING AND SIZES. AHU--1 DETAIL N.T.S. b" MIN. !, FINISHED GRADE b" MIN. CoND. DRAIN LINE 6RAVEL FILL f AIR ul-T (TYP) FRI&ERANT IE5 'VG COND. DRAIN N/ GLEAN -OUT. REFRIGERANT AND CONDENSATE LINES SHALL BE ROUTED CLEAR OF FILTER ACCE55/REMOVAL ANIZED STEEL RETURN AIR BOX TO CONTOUR THE 51ZE OF THE AHU. FROM AIR HANDLING UNIT REMOVABLE GAP TO SPECIFIED DRAIN AS PER PLANS-� TMIN� 2' MIN CONDENSATE DRAIN DETAIL HVAC -- NOTES I. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, LOCAL, STATE AND NATIONAL CODES. 2. HVAG CONTRACTOR SHALL FMNI5H ALL EQUIPMENT, MATERIAL, LABOR, ETC. NECESSARY TO PROVIDE A COMPLETE, WORKABLE AND CODE APPROVED AIR CONDITIONING SYSTEM. 3. HVAC CONTRACTOR 15 RE5PONSIBLE FOR ALL CONTROL WIRING. 4. DUCTWORK 15 TO BE 0ON5TRUGTED AND INSTALLED IN ACCORDANCE WITH 5MAGNA MANUALS TO V PRESSURE CLASS AND SEAL GLASS 'A" AND THE FOLLOWING SCHEDULE, A) REGTM67ULAR DUCTS - 6ALVANIZED SHEET METAL - 1-1/2" FIBER6LA55 DUCT WRAP. B) R151D ROUND DUCTS - 6ALVANIZED SHEET METAL - 1-1/2' FIBER6LA55 DUCT WRAP. C) FLEXIBLE ROUND DUCTS - FLEXIBLE, WIRE REINFORCED DUCT WITH EXTERNAL INSULATION WITH VAPOR BARRIER AND FOIL FACED. MAXIMUM FLEXIBLE DUGT LENGTH TO BE I'-O". D) EXHAUST AND OUTSIDE AIR DUCT - 6ALVANIZED SHEET METAL, NON -INSULATED. E) DUCT WRAP INSULATION - NOTED ABOVE MU5T COMPLY WITH THE Igg3 FLORIDA ENERGY EFFICIENCY CODE. THE INSULATION MUST HAVE A MINIMUM INSTALLED R = 4.2. 5. ALL DUCT SIZES INDICATE 'FREE AREA" DIMENSIONS, ALL TAKE -OFFS AND DIVIDED FLOW5 SHALL HAVE VOLUME DAMPERS. 6. WORK SHALL INCLUDE STARTUP OF ALL SYSTEMS, FURNISHING OF OPERATING AND MAINTENANCE IN5"ITZXTION5 AND ONE YEAR 6UARANTEE, COMMENCING ON DATE OF ACCEPTANCE BY OWNER. 'T• WORK SHALL INCLUDE TESTING AND BALANCIN6 THE HVAC SYSTEM BY AN APPROVED TEST AND BALANCE CONTRACTOR. TH15 CONTRACTOR SHALL SUBMIT COPIES OF TEST AND BALANCE REPORTS 5HOWING RESULTS OF BALANCING OF AIR QUANTITIES TO PLAN REQUIREMENTS. MAKE ALL ADJUSTMENT5 REQUIRED TO PROVIDE DESIGN AIR FLOW. 8. PROVIDE FLEXIBLE CONNECTORS W4-IERE METAL DUCTWORK CONNEGT5 TO FANS OR AIR HANDLERS. g. CONTRACTOR SHALL COORDINATE WITH ALL TRADES FOR INSTALLATION OF EQUIPMENT AND SYSTEMS TO PROVIDE FOR REQUIRED CLEARANCES. 10. THE REFRIGERANT LINES 514ALL BE 51ZED IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTION5. THE 5UGTION LINE5 SHALL BE INSULATED WITH 5/4' THICK FLEXIBLE UNICELLULAR IN50LATIOK ALL INSULATION EXPOSED TO GUTDOOR5 SHALL BE FIN15HED WITH TWO COATS OF PAINT APPROVED BY THE INSULATION MANUFACTURER. ALL REFRIGERANT LINE-5 BELOW GRADE 5HALL BE SOFT DRAWN AGR COPPER AND ALL LINES ABOVE GRADE SHALL BE HARD DRAWN. N.T.5. �i 6ENERAL REVISION SPLIT SYSTEM A/C SCHE MARK AHU-1 AHU-2 AHU-3 ZONED SERVED WEST WAD. EAST QUAD. 5E QUAD. ' TOTAL CAPACITY BTUH SENSIBLE CAPACITY BTUH TOTAL AIR CFM 2000 2000 2000 OUTSIDE AIR CFM 60 60 60 ENTERING AIR DB B 8o/b1 80/61 80/611 EXT. STATIC PRESS. IN. W.C. 0.50 0.50 0.50 BLOWER MOTOR HP O.-M 0.15 0.15 ELECTRIC HEAT KW WA WA WA ELECTRICAL SERVICE Y PH HZ 240AI60 240/1/60 240/I/60 FILTER TYPE I" T'AWAY I" VAWAY I" VAWAY BLOWER MODEL NO. MARK OUTDOOR TEMP DEG F TWV060 CU-1 q5" TWVObo CU-2 q5• TWVObo CU 3 q5' COMPRESSOR (RLA) 26 28 26 MAX FUSE MCA b0/38 60/38 60/38 MIN. SEER EER lOb5/- 10b5/- 10.65I- MIN. H. S. P. F. C. 0. P. - - - COND. UNIT MODEL NO. TTXObo TTXobo TTXO60 MANUFACTURER TRANS TRAM TRANS ACCEPTABLE MANUFAGTURER5 ARE: CARRIER, YORK, AND TRANE. AIR DEVICE SCHEDULE MARK MANUFACTURER MODEL CFM NECK FACE ACCESSORIES DESCRIPTION 5R-1 AIR GUIDE VH-OB 125-250 14Xb I&XB OBD DBL. DEF. 51DEWAL.L REGISTER 5R-2 AIR GUIDE VH-OB 250-400 2OX8 22XIO OBD DBL. DEF. SIDEWALL RE615TER Co-1 AIR GUIDE AVP-T-OB-SR 0-125 bXb / b"m 24X24 OBD / TRANS 4-WAY / LAY -IN GD-2 AIR 64JIDE AVP-T-OB-5R 125-300 cIXq / b' - q"m 24X24 OBD / TRANS 4-WAY / LAY -IN GR-I AIR GUIDE CB-OB O--m 8X4 IOX& OBD CURVED BLADE SUPPLY GR-2 AIR 60IDE GB-OB 15-150 IOXb 12X8 OBD CURVED BLADE SUPPLY R6-1 AIR GUIDE RA-AC-T 350-lb00 22X22 24X24 1/21XI/2"XI" GRID E66GRATE RETURN R6-2 AIR GUIDE RA-AC-5 0-400 12XI2 14XI4 1/24XI/2'XI' 6RID E66CRATE RETURN - SURFACE ALL AIR DEVICES MAY NOT APPLY ACCEPTABLE MANUFACTURERS ARE. AIR GUIDE, METAL HIRE, AND TITUS. LOUVER SCHEDULE MARK MANUFACTURER MODEL LIST SIZE (WxH) MIN. FREE AREA ACCESSORIES DESCRIPTION RU5KIN BVI00 lb X 8 35 5F 1/2' X 1/2" MESH INTAKE BLOCK VENT t (1) MAXIMUM CFI -I THROUC-44 BLOCK VENT: INTAKE (350), EXHAUST (500) ACCEPTABLE MANUFACTURERS ARE: ARROW, LOUVERS t DAMPERS, AND RUSKIN. FA N SCHEDULE MARK MANUFACTURER MODEL CFM ESP DRIVE SPEED/SONES ELECTRICAL HP DESCRIPTION/CONTROL F-I GOOK GEM -III 110 .3 DIRECT 1500/5.5 115/1/60 115W CEILING MTD. EXHAUST I FAN CONTROL NOTE5, 1. SWITCH WITH RESTROOM L16HT5 ACCEPTABLE MANUFACTURERS ARE: COOK, 6REENI-ECK, AND PENN. INDOOR AIR QUALITY SCHEDULE AIR HANDLER MAX✓ADJ. OGGUP. REQUIRED VENT. (GFM/PERSom) REQUIRED (OF") DE-516N (GFM) ZONE I WEST 4,180 SF 0* 0 • 60 ZONE 2 EAST 4,•7&0 5F O M 00 b0 ZONE 3 5OUTHEA5T 3,150 5F 0 " 0 • 60 ZONE 4 OFFICE (q0 CFM) b PEOPLE 20 1 120 130 I SEE IAO DEVON DOCUMENTATION NOTE #4 A55(AMED VENTILATION EFFECTIVENESS 15 OA5. IAQ DESIGN DOCUMENTATION 1) A5HRAE STANDARD 62-lgBq HAS BEEN USED TO DETERMINE THE AMOUNT OF OUTSIDE AIR FOR THI5 PROJEGT. ANY GHAN&E IN THE SPACE USE, CONTAMINANTS, OR OPERATION MAY REQUIRE A RE-EVALUATION OF THE DE516N AND IMPLEMENTATION OF NEEDED CHANGE5. 2) THIS DESIGN 15 BASED ON THE OUTDOOR AIR QUALITY BEING ACCEPTABLE FOR VENTILATION, THAT 15, THE CONTAMINANTS IN THE OUTDOOR AIR DO NOT EXCEED THE CONCENTRATIONS LISTED IN TABLE I OF ASHRAE b2-115q. 3) THIS DESIGN 15 BASED ON THE VENTILATION RATE PROCEDURE OF THE STANDARD. 4) 5TORA6E AREAS ARE NOT CONSIDERED OCCUPIED AREAS AND ARE DE516NED FOR DEAD 5TORA&E ONLY. A-`+IRAE 62 IgBq APPLIES ONLY TO OCCUPIED SPACES ONLY. HOWEVER, THI5 DESIGN WILL PROVIDE A MINIMUM OF 60 CFM OA PER UNIT TO THE STORA05E5. w � V CD 012 W c*i Cc'' ca U Q �cn LLJ C� � •d u � 0 LL- U c oa V) 0 W I I I I ri ri ri 4 Ki cci AIR BALANCE SCHEDULE FLOOR 0. A. IM U. A. EXHAUST PR RELIEF PRESSURE VEST QUAD• 60 O +60 EAST QUAD. bO 0 +60 5E QUAD. 60 O +60 OFFICE QUAD, 130 0 +130 TOTAL 510 O +310 NOTE, RE5TROOM EXHAUST 15 CONSIDERED INTERMITENT - D.. I A FACILITY FOR-- v v Z Z O U7 LD co cid CD itn cx� a� 73 ¢ 0 0 Ln LD 2905 SOUTH ORLANDO A SNFORD7 f'\r^ ' ARCHITECT: [Design Team Wes Architects '1227 9th Avenue West Bradenton, Florida 34205-7374 (941) 748-2604 FAX: (941) 749-0811 kk� Inc.'Td`�1 r i i AA 0002335 STRUCTURAL ENGINEER-., iR Va a " ngine ring Consultants, Inc. MECHANICAL, ELECTRICAL & PLUMBING —ENGINEER: s v s�, \ w.� S '# x• a �i 00 its. a `t ,# ? .5 is a z "a �., a 1 fit' rt�..w,rar ° 0 WOO A] ARCHITECTURAL SITE PLAN A2 FLOOR PLAN A3 ROOF PLAN A WALL 5ECTION5 Al WALL SECTIONS A. , A ! OFFICE AIB CASEWORK DETAILS A10 EGRESS PLAN 51 FOUNDATION PLAN 2 ROOF 5EAM PLAN 3 STRUCTURAL DETAILS 54 STRUCTURAL DETAILS NOTES MI MECHANICAL L AN M2 MECHANICAL DETAILS CHEDUL 1 ELECTRICAL PLAN 2 LIGHTING LAN 3 RI6ER DIAGRAM& 4 SPECIFICATIONS P1 PLUM5ING FLOOR PLAN 2 f=LUM5ING DETAILS 1� C:I ICATION6 F 01, HYDRAULIC CALCULATIONS 02 FIRE PROTECTION 5Y5T 1`'°°r FLOOR PLAN FP03 FIRE PROTECTION SYST M DETAILS Ac" AJF/111 jr /_ X, 1 j l J/ O < C_ L Y.. } 4 V C Y 9s� BUILDINCx OCCUPANCY T�4S5IFIC,4TION — 5TOR,4GE, GROUP F, pIYISION 1 BUILDINGc TYPE I1/ WITH ,4UTOM,4TIG SIRE PROTEGtION 5`r'S7EM LL- .. ... -. ... .. -.. ,.. .. .. .. .r. .. .. .. .5,. �. .'-, ,t_ :, .� .. -..e. .. .. J' r a,. ..r w '._. .. 1 ._ 's.. .. . .,. .. t., k: .. .. .. . ._ .w ... .. _. 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M,. h i... ,..._. 3....a ..t tv,-.... t . .. 4. a ... ,. ..h..d, ri i...•p.. v. ,3.. .t.. .,t },.. ..r �e .ri -r.: ,. ,. 7 ,. �, i , t f- .. ,.,. ... ,, .. ,.. ..-.. �.�...a... ,. -. ,.. V v z Z V cn Ht S c ko 6) Q) co <r �r ca .. o) s cAJ 0 a r` Ln L� I V z z 0 cn H cc Z . U �n al r, �r ti c Q L v Q Ln v b C 180' -0' A-6 10'-0' 20'-0' 20'-0' 25'-0' 25'-0' 25'-0' 25'-0' 20'-0' 20'-0' e OIL,,24' -4' 24' - 4' 8' A B SAND FIN. E.IF.S. A"5 A-5 CEMENTITIOUS FIN. MET. GAP FLASHING STANDING SEAM METAL ROOF OIL TOP OF MASONRY OVER CONC. BLK GUTTER ELEV. 14'-8' TOP OF MASONRY GUTTER ELEV.13'-4' y �n lion TOP OF BEAM �► TOP OF 5TL. B'M. B'RG. ELEV. 10'-0' ELEV. "i ZCEMENTI SAND FINISHED IOUS FIN. c O OVER C NC. BLK E.IF.S. SEE SECTIONS , CEMENTITIOUS FIN. OVER CONC. BLK / TOP OF SLAB / TOP OF SLAB ELEV. 0.00' ELEV. 0.00' ALUM. 4 GLASS DOWNSPOUT -TYP. STOREFRONT. SIDEWALK 4 CURB BEYO - DOWNSPOUTS - SEE WHERE SHOWN. SEE WINDOW SCHEDULE SEE FIRST FLOOR PLAN. I' 4' FLOOR PLAN. 23'R 1' 4' 23'-8' 1' 4' 23'-8' 1' 4' 23'-8' 1' 4' 18'-8' 1' 4' IS'-0' I' 4' SHEET AS WEST ELE SCALE-* 1/8' r V-0' 180' - 0' 20'-0' 20'-0' 25'-0' 25'-0' 25'-0' 25'-0' 20'-0' 20'-0' 10'-0' 9'-4 8' 45 AET. A A-5M SAVE FLASHING F A-5 E A-5 s� A-5 A-5 STANDING SEAM METAL ROOF GUTTER TOP OF MASONRY TOP OF MASONRY ELEV. 14'-8' �t ELEV. 13'-4' 76 � TOP OF BEAM _ I TOP OF STL. B'M. B'RG. ELEV. 10'-0' ELEV. 9'-5' tlJ CEMENTITIOU5 FIN. SAND FINISHED �t 0, OVER GONG. BLK / D1 ®2 E.I.F.S. SEE SECTIONS CEMENTITIOUS FIN. in al OVER GONG. BLK TOP OF SLAB \ TOP OF SLAB -o- ELEV. 0.00' DOWNSPOUT - TYP. ELEV. 0-00' WHE SHOWN. 1' 4' 23'-0' 1' 4' 23'-8' I' 4' 23'-8' I' 4' 23'-8' 1' 4' '-8' 1' 4' 18'-0' 1' 4' 2ro GAUGE LONG SPAN EAST ELEVATION GALVALUME ROOF PANELS 5 SIM. TO (o'VINYL FACED BATT A-6 -SCALE: 1/0' r 1'-0' INSULATION (R-19) TRIM ANGLE - CONT. 150'-0' MET. RAKE FLASHING. ,.� ®® BY METAL BLDG. MFR. i5'-0' 15'-0� CLOSURE FLASHING - CONT. - , SEE SECTION INDICATED. TOP OF CONC. E3EAM A i A-4 a` EA-4 LOW EAVE ELEV. 10'-0' / HIGH EAVE ELEV. 13'-4' , MET. SAVE FLASHING �- -�'00 BEAM -SEE STRUCTURAL TOP OF MASONRY � DRAWINGS FOR REINFORCING b ELEV. 13'-4' J, 4 TOP OF BEAM ELEV. 10'-0' 0 CEMENTITIOUS FIN. OVER GONG. BLK I © TOP OF SLAB TOP FRAME OF PREFINISHED CEMENTITIOUS FINISH OVER ELEV 000' METAL STORAGE UNIT - CONC. BLK. SEE FLOOR PPLAN. NON -EXPANDING FOAM INSULATION IN VOID CELLS -� (R-14) m BUILDING 'A' U 1 1 � SOUTH ELEVATION SCALE: 1/8' = V-®' 8' CONCRETE BLOCK W/ HORIZONTAL REINFORCING; 0 EVERY OTHER COURSE 150' - 0' (1) - 05 VERTICAL IN CONCRETE 3,11-01 liotos 311-01FILLED CELLS FROM FOOTING TO TIE BEAM SEE FOUNDATIO PLAN FOR LOCATION � 28'-0' 28'-0' e A (1) - S VERTICAL DWL IN 51 p a I CONCRETE FILLED CELL 53 A-5 CAP FLASHING (LAP 48 BAR DIAMETER) SAND FIN. E.IF.S. CUT INSPECTION HOLE o CEMENTITIOUS FIN. EACH POURED CELL I I 0 TOP OF MASONRY OVER CONC. BLK IN ELEV. 14'-8' — --- --- --------- 4' CONCRETE SLAB W/ (o X 6 ------- ----- GUTTER -- - -- 1.4 X 1.4 W.W.F. OVER ro MIL --- - TOP OF BEAM BE — -- — — — ----- — — VAPOR BARRIER ON CLEAN, COMPACTED, TREATED FILL ELEV. I DOOR 4 FRAME ALUM. 4 GLASS STOREFRONT.INDOW \ CEMENTITIOUS FIN. OVER CONC. BLK ��. x_° ��x�.� TOP OF SLAB ELEV. 0.00' SEE SCHEDULE SEE // .� 0 03 SHEET A8. TYP. SCHEDULE \ SHEET AS TOP OF SLAB \ , DOWNSPOUT `:III ELEV. 0.00' STOREFRONT ENTRANCE SIDEWALK 4 CURB BEYOND (- 11,141 i I I -III ° -III I 1-1 -I I I DOORS - SEE SCHEDULE. , SEE FIRST FLOOR PLAN. 1 4 20 -4 20 -4 i 4, --FEI —I NORTH ELEVATION 5ECTION SCALE-' 1/8' = V-0' A-4 SCALE: 3/4' = P-5' e 0 0 OD rn cn QD iri CY-) cn CD �c in LD g n n Li �. w. ,. .a ... K o.v t ,.3 kz. Y.° ,_ ..: ., •.:_ a a:; � ,,, ...r , ..y ,. sv' ':'r K - �:-- .. YP a _r `fi.. ::5 t r #" P #. ,y• ;: y ':;t ... i,. ..... .:n ., G.. : w rzf i t ( .x a. .Yad r. .. . .. ... 1. - v..; <. x,. , • .. C V �" :. -4 .. �..� � , 'off' . 4ry @ f nt we. .e. � .. , -... :. .. -, E . , .. 7,�`{ « � � "� F r �.4 x !. •1'. , :,. -, .• x-,.... g. xr ... ..., � - f .. i _ ,,. r , ;s . a .,.. ...• ......, �.F; _.� +x:. .fi- �. n., :! .rsd z2a.z .�.: ➢.. ,. ii, -t. �h x ... ,. . 4#: s ffi .. ,, , i. ..Y .. -�- • .. .. 4.. .x. •.S-' l,�.is. J.a��.,. ?, ,.1^., `:+F - e?,� :.. .vr�� r..... .Ys? .. ... e..., ...� dF .. z . u. FC.x ... 'F. � .s ... n'k. r,.. ,6. �.. ,. ,_.. b F. { a n ,..«...., -.. S ,... i i F.. 3 • 'Y'a 2 X.. �' §,--`-rr.+- ir ,... ,.. ta•.- x f 5... .. ,-, , ,,, � .a.g.:. .... YS._. ... . .. .. ... ;t, fl..., „ ":... j ry I' X 2'la GAUGE �u JYM GALV. STEEL ANGLE ROOM FINI,5H SCHEDUL ROOM NO. ROOM NAME FLOOR BASE WALLS CEILING REMARKS N S E W FNISH HGT 01 VEST. 5C --- P P P P --- --- --- 02 VEST. SC --- P P P P --- --- --- 03 STORAGE SC --- P P P P --- --- --- 04 RECEPT CT V P P P P SAT 9'-0' --- 05 OFFICE CT V P P P P SAT 9'-0' PAINTED GYP. BD. SOFFIT 8'-O' AFF- 06 OFFICE NO. 2 SV V P P P P SAT 9' - 0' - - - 0_1 BREAK 5V V P P P P SAT 9'-0' --- 08 TOILET CT CT CTW/P CTW/P CTW/P GTW/P P V-0' --- 09 WOMEN CT CT GTW/P CTW/P CTW/P CTW/P P 8'-0' --- 10 MEN CT CT CTW/P GTW/P CTW/P CTW/F P 8'-0' --- I1 JAN SV V P P P P P 8'-0' FINISH ABBREVIATIONS SC 'H 4 C' CONCRETE STAIN SV SHEET VINYL GT CERAMIC TILE V 4' HIGH VINYL BASE CTW CERAMIC TILE WAINCOT TO 48' AFF. P PAINT SAT SUSPENDED ACOUSTIC TILE DOOR SCHEDULE DOOR NO- DOOR FRAME FIRE LABEL HARD BARE SET # REMARKS TYPE slzE MAT. FINISH DET. NO. MAT. FINISH W H T 01 B 40 10 1 3/4' H.M. PAINT I H.M. PAINT --- 2 INSULATE W/ METAL THRESHOLD 02 B 40 i® 1 3/4' H.M. PAINT 1 H.M. PAINT --- 2 INSULATE W/ METAL THRESHOLD 03 D 6m 10 1 3/4' H.M. PAINT I H.M. PAINT --- 2 INSULATE W/ METAL THRESHOLD 04 A 30 10 1-3/4' H.M. PAINT 1 H.M. PAINT --- 2 INSULATE W/ METAL THRESHOLD 05 C 54 10 1-3/4' H.M. PAINT 2 H.M. PAINT - - - - - - 06 C 54 10 1-3/4' NM. PAINT 2 H.M. PAINT - - - - - - 01 A 3® 10 1-3/4' HT-1. PAINT 2 H.M. PAINT C 2 3/4 HOUR FIRE RATED 08 A 24 70 1 3/4' HI-1. PAINT 2 H.M. PAINT --- 3 PROVIDE MARBLE THRESHOLD 09 A 210 70 1 3/4' H.M. PAINT 2 H.M. PAINT --- 3 PROVIDE MARBLE THRESHOLD 10 A 210 10 1 3/4' HM. PAINT 2 H.M. PAINT --- 3 PROVIDE MARBLE THRESHOLD I1 A 30 -10 1 3/4' H.M. PAINT 2 H.M. PAINT - - - 1 - - - 12 A 30 -10 1 3/4' H.M. PAINT 2 H.M. PAINT C 2 3/4 HOUR FIRE RATED 13 F 26 35 1 3/4' WOOD PAINT - - - WOOD PAINT - - - - - - GATE 14 E 6° -10 --- I ALUM PREFIN 3 ALUM PREFIN --- 2 PROVIDE METAL THRESHOLD — __ METAL CAP ANGLE 26 GAUGE METAL VSP-R PANEL — CONTINUOUS CONTINUOUS 1 26 GAUGE METAL SEALANT SEALANT I Q e VSP-R PANEL L 3' X 3' 18 GAUGE I GALV. STEEL ANGLE HEAD BRACKET PAINTED 6' PAINTED \� FOR ROLL -UP DOOR 26 GAUGE METAL 6' GALVANIZED GALVANIZED I VSP-R PANEL H.M. JAMB H.M. I ROLL -UP DOOR HEAD FRAME FRAME I COIL EXISTING OR NEW 1 <( PLAN SECTION WALL CONSTRUCTION 1 3/4' X 3' IS GAUGE j HEAD ANGLE 1 RAM"-'E DETAIL GUIDE RAIL SCALE, 1 1/2"-1'-O" BEYOND 1 3/4' X 3'H. 18 GAUGE HEAD GALV. STEEL ANGLE 26 GAUGE METAL VSP-R PANEL 5/8' GYP. BD. 5/8, GYP. BD. 0 3 5/8' MTL. STUDS 26 GAUGE METAL 3 5/8' MTL. STUDS V5P-R PANEL 1 1/2' X 1 1/2' IS GAUGE PAINTED GALV. I I/2' X 1 1/2' PANEL GALV. STEEL ANGLE PAINTED GALV. HOLLOW METAL HOLLOW METAL FRAME ---� MOUNTING ANGLE EXISTING FLOOR FRAME �+ �+ STEEL PIER CONSTRUCTION JAMB JAMB GUIDE RAIL SECTION HEAD r2"N\ 6TORAG" 5TORAG' PAR`CIiI SCALE, 1 1/2"-1'-0" SCALE: 1 1/2"-1'-0' SCALE, 1 1/2"4-0" PROVIDE 18' WIDE 1 31-0'NTER POOR HARDWARE SCHEDULE P RI PAPER LOT SET a FUNCTION MANUFACTURER MFR " LEVER FINISH CLOSER REMARKS IN dLORKj0FRK SURFAC .. 1 10 I STOREROOM LOCK SCHLAGE D80PD RHODES 62(o NO --- — - PROVIDE 18 I/16' in 2 ENTRANCE LOCK SCHLAGE D5OPD RHODES 626 YES --- X IS 1/16' CUTOUT 1 61 A O IN WORK SURFACIL 3 PRIVACY LOCK SCHLAGE D405 RHODES 626 YES --- in O FOR COMPUTERQ OFFICE 02 MONITOR FRAMEAsk f)✓ Q�6 KIT -0-1818 6 TS I III WIN WINDOW DOW SCHEDULE + � FURNITURE TYPE SIZE FRAME GLASS REMARKS 0 6 -® 2 -2 '- ,n 4 MATERIAL FINISH TINT THICKNESS 'U' VALUE 'SG' A9 A STOREFRONT W/ DOOR NO. 14 OFFICE 19'-8' W. X 8'-8' H. ALUMINUM WHITE GRAY 1/4' TEMP. 1.09 .42 B 10'-8' W. X 8'-8' H. ALUMINUM WHITE GRAY 1/4' TEMP. 1.09 .42 STOREFRONT PAINTED 5/8' GY. / (� C 1'-4' W. X 5'-4' H. ALUMINUM WHITE GRAY 1/4' TEMP. 1.09 .42 MATCH STOREFRONT HEAD HEIGHT ®8 1 O ON 3 5/S METAL STUD 3'-8' HIGH WALL�\ cn RECEF'T m D 3'-4' W. X 4'-4' H. NM. PAINT CLEAR 1/4' TEMP. --- --- INTERIOR FRAME 3'-0' AFF. 0 1 3 _ _ I I \ F —1 :a .-.. +.. a... .. .,>. a ... ,.. .. .,. ..: . • -. ,.:.>. y , .. a y 3� i O EQUAL 2'-6' EQUAL v z z 0 cn H CE S U (D rn v o L) �T in co L Q� CD " t in lD Y PAINTED GYP. BD. 1'-I' DEEP PAINTED GYP. BD. UPPER CABINET LOW WALL PLASTIC LAM. oA GATE. 12 ON 3/4' PLYWD. I(d SEE DOOR SCHEDULE DOORS. A9 SHEET AS PLASTIC LAMINATE A9 PROVIDE ADJUSTABLE SHELVES. 2' H. X 3/4' D. REVEAL 4' HIGH PLASTIC LAM. i SPLASH PLASTIC LAM. ON 3/4' PLYWD. c0 / 13 COUNTERTOP, DRAWER FACES \ \ KNEE SPACE �Q 4 CABINET DOORS. \ �, 2'-O' DEEP CABINET W/ ADJUSTABLE SHELVES rzy. a r z z cn ' � H U lD Q� Q7 rU rn �i cD v C co a� a 0 Q r� Ln LD i v Y V N . r 5EAM SCHEDULE -.OWE ME Nam 0 mum OEM R4KED TIE 5EAM --------------- WOOMMMMMMM L z LAD Cn CO OD cn 7 A- F-- LLJ Cu U) f-- Ln CD -... _.. .._. ...._..__,..__.-_._... _.._...... _..._............... ......_..._._..............._-..,,...".....e,....,..�,.,.�,r.Y.,.7....w..--�_ ..... - --- o..,, .,..�...a.«.-. _.�..m-....._r.__ .....__—. ... a.s.�,.�«.z:..—___._.....-.�.....r... .- v«.v�T�.. STRUCTURAL STEEL COLUMN TOP OF PARAPET FRAME BY PRE-ENG. (SEE4ARCHITECTURAL) MTL BLDG. FAB'R CONCRETE FOOTING AT CONT. K.O. BLOCK FILLED STEEL FRAMES. SEE SOLID W/ 3000 pal CONC. C -- 8' MASONRY WALL 4' THICK CONCRETE SLAB SCHEDULE FOR SIZE AND 1"5 CONT. �, a AND REINFORCEMENT ROOF PURLIN _ ` cry .4 ,0 W/105 IN CONCRETE ON GRADE, REINFORCED F-, w (P FILLED CELLS WHERE WITH 6x6-W1.4xW1.4 ►.� aj 05 DOWEL AT SHOWN ON PLAN WELDED WIRE MESH TOP OF BEAM � + C�2 EACH FILLED EL. 10'-0' ROOF PURLIN � co c>J � CELL VERTICAL 4' THICK CONCRETE SLA Z ,• (30' MIN. LAP) U H C7 0 ON GRADE, REINFORCED WITH 6x6-W1.4xW1.4 ' x-�x •"x; :: ;x. x 'x ;' mac' x x x--� �c CONT. GONG. TIE BEAM WELDED WIRE MESH 4' W .. • 4 Lo A ; SIZE *REINFORCING TOP OF BEAM - - - - - / i� H © M !• ..�: 'e.? ...i ±.:1• • '-i ..•°..• .• • • •-•.. - •} •. , !.. • EL. VARIES / /,� ri•-. /'�` •,, 3 -'•'- �:.., , .�: ' .. ... , ;' •r,..`,' '; ;'� CONT. 4'xro'x4' STEEL - -I 1 1 z — - .:,, ' ` • :�,, 6' MASONRY WALL CONT. a xl2 CONC. TIE ANGLE W/ga +DIA. A. O �... • i • BOLTS 48 O.G. E-+ _ -I III— I (—III :1•� - • • .� :• . .; W/IS IN CONCRETE BEAM. SEE BEAM SCHEDULE _ -III• a , e `' • •••�. ' •� • .4 .. ... : •� ,:• v a.': !: . 1 FILLED CELLS WHERE U o m �/ I I — FOR REINFORCMG. STEP w 0 SHOWN ON PLAN TOP OF BEAM AS REQUIRED I ( •.: FOR ATTACHMENT OF STEEL w =IIIIII= I I=1 I CONT. CONCRETE I I •• _ _ - f .: -III- ANGLE. z - FoN�Du�.E �oR -III=1 I I=1 I I=1 I I=1 I I=1 11= I=1 I I1 I I=1 I I- 8 MASONRY WALL yj SIZE t REINF. W/1 11d. P-ONCRETE FILLED CELLS WHERE W t ANCHOR BOLTS AS SHOWN ON PLAN � - 1 REQ'D BY PRE-ENG ''� 0t� m MTL BLDG. FAB'R C7 r, of �r SCALE 3/4'=1'-0' SCALE; 3/4'=1'-0' SCALE: 3/4'=1'-0' SCALE: 3/4'=1'-0' 4 N 1 ' T S A '� ® � � 4 THICK CONCRETE L B 0 x 8' MASONRY WALL ON GRADE, REINFORCED '° W/lay IN CONCRETE WITH 6x6-W1.4xWi.4 CONT. K.O. BLOCK FILLED ui WELDED WIRE MESH FILLED CELLS WHERE SOLID W/ 3000 pat CONC. Q SHOWN ON PLAN TOP OF BEAM AND 105 CONT. STRUCTURAL STEEL 16' SQ. MASONRY PILASTER EL. 10'-0' 05 DOWEL AT FRAME BY PRE-ENG. SEE SCHEDULE FOR REINFORCING TOP OF PARAPET EACH FILLED MTL BLDG. FAB'R EL. 14'-8' iL ' CELL VERTICAL HAIRPIN is EACH C30' MIN. LAP) 4-3/4' DIA BENT THREADED EXTERIOR COLUMN 4' THICK CONCRETE SLAB RODS WITH 24' HOOK. ANCHOR BOLTS AS (SEE PLAN FOR ON GRADE, REINFORCED DOUBLE NUT ATTACHMENT SIZE) ' � � . ROOF PURLIN REQ D BY PRE-ENG WITH 6x6-W1.4xW1.4 TO STEEL FRAME FLANGE. 8 MASONRY WALL 5. x A MTL BLDG. FAB'R WELDED WIRE MESH W/105 IN CONCRETE > . •,: IL FILLED CELLS WHERE — a • , ' :...::.' •.., .: — Q GONT. CONC. TIE BEAM SHOWN ON PLAN _ SEE SCHEDULE FOR —III I , . .:•. LI=SLOPE 26 GAGE LONG SPAN SIZE s REINFORCING • : • �4 • • - •III -I I I=I I I= GALVALUME ROOF PANEL =1 I • 4 :'':`, :� I I= I — . x;, 8' MASONRY WALL (SEE ARCHITECTURAL) 7. Q1 III —III —III = —III=III=I I W/105 IN CONCRETE ro' EAVE STRUT s -I I- '• , it' , . .: • °•• •t (I = — — -_ FILLED CELLS WHERE III —III —III— L 41X41x1/4'x5' LONG 6' EAVE STRUT — .:. � ° (-I ( : : •::: I I= — ,"': ;•:. --�i SHOWN ON PLAN WELDED TO STEEL f METAL BUILDING FRAME CONT. L 3'x3'xl/4' W12x26 BEAM. SEE FRAMING C6x105 8'x16' CONC. TIE BEAM „�, =I I- : ..�. • :� •,� •:'' I I= — `•. •:: ; :' = SEE ARCHITECTURAL 0) ANGLE WELDED PLAN FOR LOCATION W/4*J- CONT.-«3 STIRRUPS r (=I I • I I I III- DRAWINGS TO EXISTING STEEL OF CHANNELS v 24' O C. BEAM � — _ i 11 1 III —III —I i 1 1 I I —III— " ' _ ----------- --- 6 z PURLIN TOP OF BEAM V 4'CEE 16 _ _ - � L � c CONCRETE FOOTING AT � 24' O.C. o - - - 2 � CONCRETE FOOTING STEEL FRAMES. SEE SEE PLAN AND SCHEDULE SCHEDULE FOR SIZE �� FOR SIZE AND REINF. 5.3 TOP OF COLUMN - - - - - -------------- SCALE: - - 1 _ 1 _ 1 - - 4-3/ ' DIA BENT THREADED ................. 3/4 =1 -0 AND REINFORCEMENT SCAL E' 3/4 -1 -0 SCALE 3/4 -I -0 EL. 9-4 ++ -------------------------------------- RODS WITH 24' HOOK ++-----------------------------_-_--- _-- _ DOUBLE NUT ATTACHMENT s TO STEEL FRAME FLANGE. BOLT TO CHANNELX/ 70 g�o o W/2-%' DIA. A325 6'CEE iro 241 O.C. BOLTS waving 8' MASONRY WALL ROOF PURLIN —fie L 4'X4'xl/4'x 6' LONG ANGLE $ z WELDED TO CHANNEL AND W/I"5 IN CONCRETE ANCHORED TO GONG. BEAM W/ METAL BUILDING FRAME FILLED CELLS WHERE 2-5/8' DIA. EXP. ANCHOF. ' SHOWN ON PLAN DRAWINGS ITECTURAL z $ a $ TOP OF BEAM�$�W$8� i EL. 10'-0' ........ DIA EXP. ANCHORS ` 05 DOWEL AT a MASONRY COLUMN a 24' O.G. �, 1 EACH FILLED CONT. GONG. TIE BEAM BEYOND CELL VERTICAL 4' THICK CONCRETE SLAB SEE SCHEDULE FOR a 8' MASONRY WALL CELL MIN. LAP) 4' GRADE, REINFORCED 4' THICK CONCRETE SLAB 4' THICK CONCRETE SLAB SIZE s REINFORCING a W/1"5 IN CONCRETE WITH 6x6-WI.4xW1.4 ON GRADE, REINFORCED ON GRADE, REINFORCED a FILLED CELLS WHERE 1 WITH 6x6-W1.4xW1.4 WITH 6xro-W1AxW1.4 8' MASONRY WALL ' ' ' 8 WELDED WIRE MESH SCALE' 3/4 =1 -0 SHOWN ON PLAN WELDED WIRE MESH WELDED WIRE MESH W/IS IN CONCRETE FILLED CELLS WHERE x Win• f-x : k=xTX� ; �'' 9—�Ck-— --..- SHOWN ON PLAN _ �a :,, �: TOP OF PARAPET -- .:./ PRE -CAST LINTEL FILLED CONT. K O. BLOCK FILLED g" ::: • =1 I -I I =1 I I=1 I III=1 I I=� •• :::. ' _ =III -I I -III SOLID W/ 30®® CONC EL. 14'-8' •• I (—III—III III— p SOLID W/ 3000 el CONC, 1 AND 1+15 CONT. r EL. 4 AND 105 CONT. p CONT. 8 xl2 CONC. TIE 4 ®. • . ,.. I BEAM. SEE BEAM SCHEDULE -III :.., . III I I = _ • ` I I FOR REINFORCING. STEP .. _ WALL BEYOND TOP OF BEAM AS REQUIRED 0 CONTINUOUS CONCRETE I I I (1=1 I ( I I I I 8' MASONRY WALL FOR ATTACHMENT OF STEEL co FOOTING AT ENDWALLS W/1*5 IN CONCRETE ANGLE.SEE 1 —III—IIII ((I I I —I I I- FOR SIZENAND AND REINF. D CONTINUOUS THICKENED SLAB FILLED P�,oN ERE ROOF PURLIN EDGE. SEE PLAN AND SCHEDULE FOR SIZE AND REINFORCING. TOP OF BEAM LL 26 GAGE LONG SPAN VARIES SCALE-- 3/4'=1'-0' SCALE 3/4'=1'-0' SCALE 3/4'=1'-0' — _ _ _ — — GALVALUME ROOF PANELS } 0 (SEE ARCHITECTURAL) ro' EAVE STRUT _�__CONT. 4'x6'xYet STEEL ui .. ' ANGLE W/ai8' DIA. A. L 4'X4'x1/4'x5' LONG 6' EAVE STRUT BOLTS 0 461 O.C. WELDED TO STEEL CONT. L 3'x3'xl/4' WI2x26 BEAM. SEE FRAMING 1 ROOF PURLIN ANGLE WELDED PLAN FOR LOCATION C6x105 a5 DOWEL AT 4' THICK CONCRETE SLAB TO EXISTING STEEL OF CHANNELS TOP OF BEAM 1 BEAM 1 1 ui EACH FILLED 8 MASONRY WALL ON GRADE, REINFORCED EL. 10 -8 CELL VERTICAL W/105 IN CONCRETE WITH rox6-W1.4xW1.4 6' 'Z' PURLIN (30' MIN. LAP) FILLED CELLS WHERE WELDED WIRE MESH TOP OF BEAM 4'CEE Iro ' --- SHOWN ON PLAN EL. VARIES a 24' O.C. �o � CONCRETE BEAM 4' THICK CONCRETE SLAB °SLOPE — — — — — — — — — TOP OF COLUMN --------------------- ---------------- SEE SCHEDULE FOR ON GRADE, REINFORCEDU. WITH 6x6-W1.4xW1.4 .:' e EL.9'-4' ++ ____ ____________________ --___-----_______ SIZE s REINFORCING WELDED WIRE MESH k ,x .': _ _ _ CONT. VAV CONC. RAKE ------------------- -- SLOPE - ' - ------------ --- - -� BOTr. OF BEAM BEAM. SEE BEAM SCHEDULE BOLT TO CHANNEL EL. 8'-8' FOR REINFORCING W/2-5ia' DIA. A325 610EE 16 24' O.C. :ti III _I 11- ; .. — — BOLTS ��� 1 1 1 1 LL 0 .' III —III III L 4 X4 xl/4 x roLONG ANGLE d N WELDED TO CHANNEL AND III I I i _ —III III ANCHORED TO CONC. BEAM W/ = = I I I 1 CONTINUOUS THICKENED SLAB 8' MASONRY WALL 2-5/8' DIA. EXP. ANCHOR I III=III I I 1 EDGE. SEE PLAN AND SCHEDULE W/I"5 IN CONCRETE FOR SIZE AND REINFORCING. FILLED CELLS WHERE CONT, ro' TD 16 W/ 1/2' PN �� � SHOWN ON PLAN MASONRY COLUMN DIA. EXP. ANCHORS i 1 -4 BEYOND �' 24' O.G. CONT. CONCRETE FOOTING. SEE SCHEDULE FOR Fa FRI SIZE t REINF. � � 1.4• C7F= 25 , 5CA : 3/4'=1'-0' SCALE' 3/4'=1'-0' SCALE: 3/4'=1'-0' LE SCALE: 3/4' =1'-O' { s DESIGN 1. THE STRUCTURE DESCRIBED ON THE STRUCTURAL DRAWINGS HAS BEEN DESIGNED TO COMPLY WITH THE BUILDING CODE HAVING JURISDICTION IN THE AREA IN WHICH THE STRUCTURE IS TO BE ERECTED. REFER TO THE NOTES UNDER THE PLANS FOR THE DESIGN DEAD LOADS. GENERAL 1. REFER ALSO TO NOTES UNDER THE PLANS AND SCHEDULES ON THE STRUCTURAL DRAWINGS. FOR TYPICAL DETAILS, SEE STRUCTURAL DRAWINGS. ALL CODES, MANUAL, STANDARDS AND SPECIFICATIONS REFERRED TO SHALL BE THE LATEST EDITIONS INCLUDING ALL REVI5ION5 AND ADDENDA. 2. ALL DIMENSIONS OTHER THAN PURELY STRUCTURAL DIMENSIONS SHOWN ON THE STRUCTURAL DRAWINGS MUST BE CHECKED AGAINST THE ARCHITECTURAL DRAWINGS AND ANY INCONSISTENCIES REPORTED IN WRITING TO THE ARCHITECT AND ENGINEER OF RECORD PRIOR TO PROCEEDING WITH THE WORK. STRUCTURAL DRAWINGS MUST NOT BE SCALED. 3. OPENINGS, TRENCHES, PITS, EQUIPMENT BASES AND MECHANICAL EQUIPMENT, WHERE SHOWN ON THE STRUCTURAL DRAWINGS ARE INDICATED ONLY APPROXIMATELY AS TO SIZE AND LOCATION. REFER TO ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS FOR LOCATIONS SIZES OF EQUIPMENT, OPENINGS, PITS, TRENCHES, BASES, SUMPS, SLEEVES, DEPRESSIONS, GROOVES AND CHAMFERS NOT INDICATED ON THE STRUCTURAL DRAWINGS. 4. UNLE55 SPECIFICALLY NOTED OTHERWISE ON THE STRUCTURAL DRAWINGS, NO PROVISION HAS BEEN MADE IN THE DESIGN FOR CONDITIONS OCCURRING DURING CONSTRUCTION. THE CONTRACTOR IS TO PROVIDE ALL NECESSARY BRACINGS AND SHORING REQUIRED FOR STRESSES AND INSTABILITY OCCURRING FROM ANY CAUSE DURING CONSTRUCTION. THE CONTRACTOR SHALL ACCEPT FULL RESPONSIBILITY FOR ALL SUCH MEASURES. 5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE ALL NECESSARY BRACINGS, SHORINGS, SHEET PILING OR OTHER TEMPORARY SUPPORTS TO SAFEGUARD ALL EXISTING OR ADJACENT STRUCTURES EFFECTED BY THIS WORK FOUNDATIONS 1. REFER TO NOTES ON FOUNDATION PLANS. 2. THE LINE OF SLOPE BETWEEN ADJACENT EXCAVATIONS FOR FOOTINGS OR ALONG STEPPED FOOTINGS SHALL NOT EXCEED A RISE OF -1 IN A RUN OF 10. MAXIMUM DEPTH OF ANY STEPPED FOOTING SHALL BE 2'-0', 3. CAP DEPTHS AND FOOTING ELEVATIONS SHOWN ON THE STRUCTURAL DRAWINGS ARE BASED UPON INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF THE DESIGN. IF ACTUAL JOBSITE OR SOIL CONDITIONS VARY FROM THOSE ASSUMED, THEN WRITTEN DIRECTIONS MUST BE OBTAINED FROM THE ENGINEER OF RECORD BEFORE PROCEEDING WITH THE WORK. 4. KEEP EXCAVATIONS CONTINUALLY DRY BEFORE CONCRETE IS POURED. IF THE SOIL IS SOFTENED BY WATER, THE EXCAVATION SHALL BE EXTENDED BELOW THE SOFTENED MATERIAL AND THE BOTTOM OF THE FOOTING LOWERED TO SUIT. BACKFILLING AND COMPACTION I. SLABS ON EARTH AND ALL STRUCTURAL ELEMENTS FRAMING INTO WALLS WHICH RETAIN EARTH MUST BE IN PLACE BEFORE BACKFILLING. 2. AT GRADE WALL CONDITIONS, UNLESS THE WALL IS ADEQUATELY SHORED, BACKFILL AND COMPACT EACH SIDE OF THE WALL SIMULTANEOUSLY. 3. UNDER SLABS ON GRADE, REMOVE SOFT SPOTS AND FOREIGN MATTER IN THE SUB GRADE (WHERE SUB GRADE CONSISTS OF COMPACTED FILL, REFER TO SPECIFIC NOTES ON THE STRUCTURAL DRAWINGS). 4. BACKFILL FOR SLAB ON GRADE, FOOTING EXCAVATIONS AND TRENCHES ONLY WITH APPROVED MATERIAL. 5. UNLESS SPECIFICALLY NOTED OTHERWISE, BACKFILLING SHALL BE CARRIED OUT IN MAXIMUM 8' HIGH LIFTS OF LOOSE FILL AND COMPACTED TO A MINIMUM OF S8% STANDARD PROCTOR DRY DENSITY. 6. UNLESS NOTED OTHERWISE, PROVIDE UNDER SLABS ON GRADE A 6 MIL POLYETHYLENE VAPOR BARRIER WITH A MINIMUM OF 6' TAPED LAPS, ON A MINIMUM OF 6' OF COMPACTED GRANULAR MATERIAL. COMPACTION TO ACHIEVE A MINIMUM OF 969- STANDARD PROCTOR DRY DENSITY. SHOP DRAWINGS 1. FOR ALL WORK, COPIES OF SHOP DRAWINGS AS DIRECTED WITHIN THE STRUCTURAL DOCUMENTS SHOWING COMPLETE INFORMATION FOR THE FABRICATION AND ERECTION OF THE COMPLETE STRUCTURE SHALL BE SUBMITTED FOR REVIEW BY THE ENGINEER OF RECORD. THE REVIEW SHALL NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY FORESEEING THAT THE WORK IS COMPLETE, ACCURATE AND IN CONFORMITY WITH THE STRUCTURAL DRAWINGS. ALL SHOP DRAWINGS SUBMITTED FOR REVIEW BY THE ENGINEER OF RECORD MUST HAVE BEEN PREVIOUSLY REVIEWED BY THE CONTRACTOR AND SHALL CONTAIN THE CONTRACTOR'S 'SHOP DRAWING REVIEW STAMP' ON EACH SHEET AS WELL AS A SIGNATURE AND A DATE REVIEWED. 1. CONCRETE MATERIALS, MIXING, PREPARATION, TRANSPORTATION, HANDLING, CURING, FORMWORK, HOT AND COLD WEATHER PROCEDURES SHALL ALL CONFORM TO BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE ACI 318 (LATEST EDITION). 2. REINFORCING STEEL, UNLESS SPECIFICALLY NOTED OTHERWISE SHALL BE DEFORMED BARS CONFORMING TO ASTM A615, WITH A MINIMUM YIELD STRESS OF 60,000 PSI. REINFORCING SHALL BE 50 DETAILED, BENT, PLACED AND SUPPORTED AS TO CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES ACI 315 (LATEST EDITION), UNLE55 OTHERWISE NOTED. MINIMUM LAP FOR CONTINUOUS REINFORCING BARS TO BE THE GREATER OF 30 DIAMETERS OR 12', UNLESS NOTED. 3. MINIMUM COMPRESSIVE STRENGTHS FOR CONCRETE SHALL BE 3,000 PSI AT 28 DAYS. 5LUMP5 SHALL BE CONSISTENT AT 4' +/- 1' UNLESS NOTED OTHERWISE. GREATER SLUMPS ARE NOT ACCEPTABLE. FOR 'READY MIX' CONCRETE, THE MAXIMUM TIME PERMITTED BETWEEN ADDING MIX WATER AND DEPOSITING CONCRETE IN FORMS IS 90 MINUTES. GREATER TIME SPANS ARE NOT ACCEPTABLE. PROVIDE AN APPROVED WATER - REDUCING ADMIXTURE IN ALL CONCRETE, CONFORMING TO ASTM C260. ADMIXTURES SHALL CONFORM TO ASTM C494, AND BE USED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S DIRECTIONS. 4. INSERTS, FRAME-OUT-5, SLEEVES, BRACKETS, CONDUITS AND FASTENING DEVICES SHALL BE INSTALLED AS REQUIRED BY THE DRAWINGS IN A MANNER THAT WILL NOT IMPAIR THE STRUCTURAL STRENGTH OF THE SYSTEM, BE 50 INSTALLED THAT THEY WILL NOT REQUIRE THE CUTTING, BENDING OR DISPLACEMENT OF THE REINFORCING OTHER THAN AS SHOWN ON THE TYPICAL DETAILS. ELECTRICAL CONDUIT SHALL NOT BE PLACED BELOW THE BOTTOM OR ABOVE THE TOP REINFORCING, SHALL NOT PASS THROUGH A COLUMN, SHALL NOT BE LARGER IN OUTSIDE DIMENSION THAN 1/3 THE SLAB THICKNESS OR WALL OR BEAM IN WHICH IT IS EMBEDDED, SHALL NOT BE SPACED CLOSER THAN 3 DIAMETERS ON CENTER, UNLE55 APPROVED, AND HAVE A MINIMUM CONCRETE COVER OF 1'. OPENINGS AND DRIVEN FASTENERS REQUIRED IN THE CONCRETE AFTER THE CONCRETE IS PLACED SHALL BE APPROVED BY THE ENGINEER BEFORE PROCEEDING. 5. REFER TO ARCHITECTURAL DRAWINGS AND SPECIFICATIONS FOR REQUIRED FINISH TO EXPOSED CONCRETE. ALL HONEY -COMBING SHALL BE CUT OUT AND FILLED IN AN APPROVED MANNER HOLES FOR FORM SEPARATORS SHALL BE FILLED. FLOOR FINISHES SHALL BE AS REQUIRED BY THE ARCHITECTURAL DRAWINGS AND SHALL CONFORM TO ACI 302. THE FOLLOWING NOTES INDICATE ONLY THE MINIMUM REQUIREMENTS APPLICABLE TO MASONRY CONSTRUCTION. ALSO SEE THE ARCHITECTURAL DRAWINGS AND SPECIFICATIONS FOR REQUIREMENTS FOR MASONRY OTHER THAN STRUCTURAL. 1. MASONRY CONSTRUCTION SHALL CONFORM TO THE STANDARD BUILDING CODE, LATEST EDITION, UNLESS OTHERWISE NOTED. 2. CONCRETE BLOCKS AND CONCRETE BRICKS SHALL CONFORM TO ASTM CW AND ASTM C145, RESPECTIVELY. 3. MASONRY WALLS SHALL BE CONSTRUCTED USING MODULAR UNITS AS SHOWN ON THE ARCHITECTURAL DRAWINGS AND UNLESS A HIGHER STRENGTH IS NOTED ON THE DRAWINGS OR SPECIFICATION, HOLLOW UNITS SHALL HAVE A MINIMUM Pm OF 1,000 PSI AND SOLID UNITS SHALL HAVE A MINIMUM F'm OF 1,800 PSI. 4. MASONRY MORTAR SHALL CONFORM TO A5TM C2-10. UNLESS OTHERWISE INDICATED ON THE STRUCTURAL DRAWINGS, ARCHITECTURAL DRAWINGS, THE SPECIFICATIONS OR AS RECOMMENDED BY THE MANUFACTURER, MORTAR SHALL BE TYPE S MORTAR. 5. MA50NRY GROUT SHALL COMPLY WITH THE FINE GROUT REQUIREMENTS OF A5TM C41(o. MAXIMUM SLUMP SHALL BE 8' AND THE MINIMUM COMPRESSIVE STRENGTH SHALL BE 3,000 PSI AT 28 DAYS. 6. BEAMS, LINTELS OR BASE PLATES BEARING ON MASONRY WALLS SHALL HAVE A MINIMUM BEARING OF 8' UNLESS OTHERWISE NOTED. BEARING SHALL BE ON SOLID BLOCK LAID IN CEMENT MORTAR ALL JOINTS ARE TO BE FULLY FILLED WITH MORTAR THIS SHALL BE DONE FOR A MINIMUM LENGTH EQUAL TO TWICE THE LENGTH OF BEARING, i.e.- 16' SYMMETRICAL ABOUT CENTER OF BEARING AND A DEPTH EQUAL TO THE LENGTH OF BEARING (MINIMUM 89. IF HOLLOW BLOCKS ARE USED, THE VOIDS SHALL BE FILLED WITH TYPE S MORTAR 1. AT THE TOP OF LOAD BEARING MASONRY WALLS PROVIDE A 'KNOCK- OUT' COURSE FILLED SOLID WITH 3,000 P5I (AT 28 DAYS) CONCRETE. SEE PLANS AND SECTIONS FOR FULL DETAILS. 8. UNLESS OTHERWISE SHOWN ON THE DRAWINGS OR SPECIFICATIONS, PROVIDE GALVANIZED CONTINUOUS 'LADDER TYPE' REINFORCEMENT WITH n SIDE AND CROSS RODS IN WIDTH 2' LESS THAN WALL THICKNESS. PROVIDE ALL PREFABRICATED CORNERS AND TEE SECTIONS. UNLESS OTHERWISE SHOWN OR SPECIFIED, REINFORCE ALL MASONRY IN EVERY 2ND BLOCK COURSE. PROVIDE ADDITIONAL REINFORCEMENT ABOVE AND BELOW OPENINGS FOR A MINIMUM OF 2'-0' EACH SIDE OF ALL OPENINGS. 9. IN HOLLOW MASONRY UNIT CONSTRUCTION (EXTERIOR ONLY) EACH UNIT CELL SHALL BE REINFORCED WITH AT. LEAST 1 05 BAR AT ALL CORNERS, ADJACENT TO OPENINGS OR AT 4'-0' ON CENTER MAXIMUM. SUCH CELLS SHALL BE POURED 50LID AND TAMPED WITH 3,000 PSI (AT 28 DAYS) CONCRETE. THE REINFORCEMENT STRENGTH SHALL BE 60,000 PSI. THE ABOVE REINFORCEMENT SHALL BE A MINIMUM. REFER TO PLANS AND SECTIONS FOR SPECIFIC REQUIREMENTS (IF GREATER THAN MINIMUM REQUIREMENTS) FOR BAR SIZE, SPACING AND ANCHORAGE. 10. UNLESS OTHERWISE SHOWN OR SPECIFIED, PROVIDE STANDARD 90 DEGREE HOOK AT TOP OF EACH VERTICAL REINFORCING BAR ALTERNATE DIRECTION OF HOOK INTO SLAB OR BEAM, 11. UNLESS OTHERWISE SHOWN OR SPECIFIED, PROVIDE STANDARD 24 GAGE GALVANIZED STEEL TIES AND/OR ANCHORS AT 16' O/C VERTICALLY WHERE BLOCK ABUTS OR FACES CONCRETE. 12. EXPANSION AND CONTROL JOINTS IN MASONRY WALL SHALL BE PROVIDED AS REQUIRED BY ARCHITECT. SEE ARCHITECTURAL DRAWINGS FOR DETAILS. 1. WORK SHALL MEET THE REQUIREMENTS OF THE FOLLOWING STANDARDS* AMERICAN IRON AND STEEL INSTITUTE (AI5I) DESIGN OF COLD - FORMED STEEL STRUCTURAL MEMBERS. AMERICAN WELDING SOCIETY (AWS) D.13, STRUCTURAL WELDING CODE - SHEET STEEL. AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM). AMERICAN INSTITUTE OF STEEL CONSTRUCTION (RISC) MANUAL OF STEEL CONSTRUCTION. ALL PERTINENT FEDERAL, STATE AND LOCAL CODES. THE MOST 5TRINGENT REQUIREMENTS SHALL GOVERN IN CONFLICTS BETWEEN SPECIFIED CODES AND STANDARDS. 2. SUBMIT SHOP DRAWINGS FOR APPROVAL BY THE PROJECT ARCHITECT AND ENGINEER. THESE DRAWINGS SHOULD INCLUDE' CR055-SECTION6 DEPICTING ELEVATIONS. DIMENSIONED WALL PANEL DRAWINGS WITH CORRESPONDING PLAN DRAWING DEPICTING WALL LOCATIONS. PLAN DRAWINGS DEPICTING ROOF JOIST DIMENSIONS, LOCATIONS, AND BRIDGING REQUIREMENTS. 3. UPON DELIVERY, MATERIAL SHALL BE PROTECTED FROM RAIN AND SNOW BY IMPERVIOUS COVERING OR SHELTER. 4. MEMBER DESIGNATION5 GsIVEN ON PLAN ARE THOSE OF DALE//INCOR, INC. MEMBERS BY OTHER SUPPLIERS WILL BE CONSIDERED UPON SUBMISSION OF ENGINEERED PRODUCT DATA FOR REVIEW BY THE ARCHITECT AND/OR ENGINEER 5. ALL GALVANIZED STUDS AND JOISTS 12, 14, AND 16 GAGE SHALL BE FORE 1EO FROM STEEL `THAT CORRESPONDS TO THE MINIMUM REQUIREMENTS OF ASTM 446, GRADE D, WITH A MINIMUM YIELD OF 50000 PSI. 6. ALL GALVANIZED 18 AND 20 GAGE STUDS AND JOISTS, ALL GALVANIZED TRACK, BRIDGING, END CLOSURES, AND ACCESSORIES SHALL BE FRAMED FROM STEEL THAT CORRESPONDS TO THE REQUIREMENTS OF ASTM 446, GRADE A, WITH A MINIMUM YIELD OF 33000 PSI. 1. ALL GALVANIZED STUDS, JOISTS, TRACK, BRIDGING AND ACCESSORIES SHALL BE FORMED FROM STEEL HAVING A G-60 GALVANIZED COATING MEETING THE F'.EQUIREMENTS OF A5TM A525. 9. FRAMING COMPONENTS MAY BE PREA55EM5LED INTO PANELS PRIOR TO ERECTING. PREFABRICATED PANELS SHALL BE SQUARE, WITH COMPONENTS ,ATTACHED IN A MANNER AS TO PREVENT RACKING. ALL FRAMING COMPONENTS SHALL BE CUT SQUARELY FOR ATTACHMENT TO PERPENDICULAR MEMBERS, OR AS REQUIRED FOR AN ANGULAR FIT AGAINST ABUTTING MEMBERS. MEMBERS SHALL BE HELD POSITIVELY IN PLACE UNTIL PROPERLY FASTENED. 10. AXIALLY LOADED STUDS SHALL HAVE FULL BEARING AGAINST INSIDE TRACK WEB, PRIOR TO STUD AND TRACK ATTACHMENT. SPLICES IN AXIALLY LOADED STUDS SHALL NOT BE PERMITTED. 11. FASTENING OF COMPONENTS SHALL BE WITH SELF -TAPPING SCREWS OR WELDING OF SUFFICIENT SIZE TO INSURE THE STRENGTH OF THE CONNECTION. i.UELDS SHALL BE PERFORMED BY OPERATORS QUALIFIED IN ACCORDANCE WITH SECTION 6.0 OF AW5 D13. ALL WELDS AND DAMAGED GALVANIZING SHALL BE TOUCHED UP WITH ZING -RICH PAINT. 12. ERECT WALL FRAMING AND PANELS PLUMB, LEVEL AND SQUARE IN STRICT ACCORDANCE WITH THE APPROVED SHOP DRAWINGS. TRACK SHALL BE SECURELY ANCHORED TO THE SUPPORTING STRUCTURE AS SHOWN ON THE ERECTION DRAWINGS. CONCRETE ANCHORS SHALL BE INSTALLED AFTER FULL COMPRESSIVE STRENGTH HAS BEEN ACHIEVED. AT TRACK BUTT JOINTS, ABUTTING: PIECES OF TRACK SHALL BE SECURELY ANCHORED TO A COMMON STRUCTURAL ELEMENT, OR THEY SHALL BE BUTT -WELDED OR SPLICED TOGETHER STUDS SHALL BE PLUMBED, ALIGNED AND SECURELY ATTACHED TO THE FLANGE OR WE55 OF BOTH UPPER AND LOWER TRACKS. JACK STUDS OR CRIPPLES SHALL BE INS'CALLED BELOW WINDOW SILLS, ABOVE WINDOW AND DOOR HEADS, AT FREE STANDING STAIR RAILS AND ELSEWHERE TO FURNISH SUPPORT, AND SHALL BE SECURELY ATTACHED TO SUPPORTING MEMBERS. WALL STUD BRIDGING SHALL BE ATTACHED IN A MANNER TO PREVENT STUD ROTATION. BRIDGING ROWS SHALL BE SPACED ACCORDING TO THE MANUFACTURER'S RECOMMENDATION OR AS SHOWN ON THE DRAWINGS, WHICHEVER IS MORE 5'1'RINGENT. FRAMED WALL OPENINGS SHALL INCLUDE HEADER5 AND SUPPORTING STUDS AS SHOWN ON THE PLANS. TEMPORARY BRACING SHALL BE PROVIDED UNTIL ERECTION IS COMPLETED. 13. LIGHT GAGE JOI5T5 SHALL BE LOCATED DIRECTLY OVER BEARING STUDS OR A LOAD DISTRIBUTION MEMBER SHALL BE PROVIDED AT THE TOP TRACK PROVIDE WEB STIFFENERS AT REACTION POINTS WHERE INDICATED UNLESS SPECIFICALLY NOTED OTHERWISE ON PLANS. JOIST BRIDGING SHALL BE PROVIDED ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS OR AS SHOWN ON DRAWINGS, WHICHEVER IS MORE STRINGENT. END BLOCKING SHALL BE PROVIDED WHERE J0I5T ENDS ARE NOT OTHERWISE RESTRAINED FROM ROTATION SNELL ENGINEERING CONSULTANTS, INC. 1491 SECOND STREET, SUITE A SARASOTA, FLORIDA 34236 PH: (941) 954-0681 FAX:(941) 954-0483 FILL WITH APPROVED MASTIC 6AWCUT CONTROL °'!" POURED CONCRETE, 24 GA. GALV. DOVETAIL SLOT 16 GA. GALV. DOVETAIL • . ANCHORS a 16' OJC. VERTICLE STANDARD WEIGHT HORIZ. MASONRY REINF. (LADDER TYPE) 16'OJC. VERT, . PLAN VIEW 5TANDARD DETAIL OF MA50NRY ANCHORAGE TO FOURSED CONCRETE m m M",NM\,V v UNLESS SPECIFICALLY SHOWN OTHERWISE THESE DETAILS SHALL BE USED ASHRAE #6-10 ASHRAE #6-11 ASHRAE #6-29 ASHRAE #6-27 90 DEG. CONICAL TEE 45 DEG. CONICAL WYE TEE WITH 45 DEG. ENTRY CONICAL TEE AN TO FAN ROUND TRUNK, ROUND TRUNK, ROUND TAP ROUND TAP RECTANGULAR TRUNK, RECTANGULAR TRUNK, RECTANGULAR TAP ROUND TAP 45 DEG MAX CONCENTRIC ECCENTRIC TRANSITION TRANSITION ASHRAE #6-33 SYMETRICAL WYE REFERENCE RADIUS ELBOW DIMENSIONS VOLUME VOLUME DAMPER DAMPER TO FAN SPLITTER DUCT AIR HANDLIN STEEL 5 TERMINATE O.A. DUCT RETURN AIR OPENING INSTALL RADIUS ELBOWS WHERE SHOWN ON PLANS W D R a 1000 FPM MAX Rs 3W/2 MITERED R- 3D/2 RADIUS ASHRAE #3-6 RADIUS ASHRAE #3-5 ASHRAE #3-1 RECTANGULAR ELBOWS ROUND ELBOWS TYPICAL DUCTWORK N.T.S. Y AIR )UCT (EYP) 'VC GONE). DRAIN ,I/ GLEAN -OUT. REFRIGERANT AND CONDENSATE LINES SHALL BE ROUTED CLEAR OF FILTER ACCE55/REMOVAL GHT EMERGENCY 4N 2" WIDER THAN nnv. r-cx,nPPED WITH FLOAT TYPE 5HUT-OFF SWITCH. REFER TO PLAN VIEN FOR EXACT DUCT ROUTING AND SIZES. TYPICAL VERTICAL AIR HANDLER DETAIL FIRE N.T.S. WALLLOPENING IN WALL MUST COMPLY KITH DAMPER MANUFACTURER'S —INSTALLATION IN5TRIIGTION5. SLIP CONNECTION SHEET METAL 5GR1.J^E5 ANGLES NOTE, INSTALL DAMPER IN ACCORDANCE WITH MANUFACTURERS L15TE D IN5TRUCTION5. FIRE DAMPER DETAIL N.T.S. M-ECHANICAL 5CHEIDULE54DETAILe NO SCALE AIR HANDLI RETURN AIR DUCT WATER T16HT Eh DRAIN PAN 2' W:Ucrc i nnn AHU. EQUIPPED WITH FLOAT TYPE SHUT-OFF SWITCH. REFER TO PLAN VIEW FOR EXACT DUCT ROUTING AND SIZES. AHU--1 DETAIL 500 COVER • N, •. \ \.� N \• ti w � •••y Y ♦ i • �; .♦MY 24' MIN. a:.:.. 1: —►{ 24" MIN. 6' MIN. ,L FINISHED GRADE 6" MIN. GONE). DRAIN LINE &RAVEL FILL N.T.5. Y AIR XUGT (TYP) FR16E RANT E5 'VC GOND. DRAIN ^V GLEAN -OUT. RE-FRI&ERANT AND CONDENSATE I LINES SHALL BE ROUTED CLEAR OF FILTER AGGE55/REMOVAL ANIZED STEEL RETURN AIR BOX TO CONTOUR THE 51ZE OF THE AHU. FROM AIR HANDLING UNIT HVAC - NOTES I. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE FLANS, LOCAL, STATE AND NATIONAL GODE5. 2. HVAG CONTRACTOR SHALL FURNI5H ALL EQUIPMENT, MATERIAL, LABOR, ETC. WCE55ARY TO PROVIDE A COMPLETE, KORKA13LE AND CODE APPROVED AIR CONDITIONING SYSTEM. 3. HVAC CONTRACTOR 15 RESPONSIBLE FOR ALL CONTROL WIRING. 4. DUCTWORK 15 TO BE CONSTRUCTED AND INSTALLED IN ACCORDANCE WITH 5MACNA MANUALS TO I' PRESSURE CLA55 AND SEAL CLASS "A' AND THE FOLLOWING 5GHEDULE, A) RECTANGULAR DUCTS - GALVANIZED SHUT METAL - 1-1/2' FIBER6LA55 DUCT WRAP. B) RIGID ROUND DUCTS - 6ALVANIZED SHEET METAL - 1-1/2' FIBER6LA55 DUCT NRAP. C) FLEXIBLE ROUND DUCTS - FLEXIBLE, WIRE REINFORCED DUCT WITH EXTERNAL INSULATION WITH VAPOR BARRIER AND FOIL FACED. MAXIMUM FLEXIBLE DUCT LEWvTH TO BE 1'-0'. D) EXHAUST AND OUTSIDE AIR DUCT - 6ALVANIZED SHEET METAL, NON -INSULATED. E) DUCT WRAP INSULATION - NOTED ABOVE MUST COMPLY WITH THE Igg3 FLORIDA ENERGY EFFICIENCY CODE. THE INSULATION MUST HAVE A MINIMUM INSTALLED R = 4.2. 5. ALL DUCT SIZES INDICATE 'FREE AREA' DIME-N510N% ALL TAKE-OFF-5 AND DIVIDED FLOWS SHALL HAVE VOLUME DAMPERS. 6. NORK SHALL INCLUDE STARTUP OF ALL SYSTEMS, FURNISHING OF OPERATING AND MAINTENANCE INSTRUCTIONS AND ONE YEAR GUARANTEE, COMME-N6CIN65 ON DATE OF ACCEPTANGE BY OWNER. -1. WORK SHALL INCLUDE TESTIN6 AND BALANCING THE HVAC SYSTEM BY AN APPROVED TEST AND BALANCE CONTRACTOR. THI5 CONTRACTOR SHALL SUBMIT COPIES OF TEST AND BALANCE REPORTS SHOWING RESULTS OF BALANCING OF AIR GUANTITIE5 TO PLAN REGiUIREMENT5. MAKE ALL ADJUSTMENTS REQUIRED TO PROVIDE DE516N AIR FLOW. 8. PROVIDE FLEXIBLE CORIECTOR5 WHERE METAL DUCTWORK CONNECTS TO FANS OR AIR HANDLER5. q. CONTRACTOR SHALL COORDINATE WITH ALL TRADES FOR INSTALLATION OF EQUIPMENT AND SYSTEMS TO PROVIDE FOR R55VIRED CLEARANCES. 10. THE REFRIGERANT LINES SHALL 13E 51ZED IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE 50CTION LINES SHALL BE INSULATED WITH 5/4' THICK FLEXIBLE UNICEULLILAR INSULATION. ALL INSULATION EXPOSED TO OUTDOORS SHALL BE FIN15HIEP WITH TWO COATS OF PAINT APPROVED BY THE IN50L.ATION MANJFACTURER. ALL REFRIGERANT LINES BELOW GRADE SHALL BE SOFT DRAWN AGR COPPER AND ALL LINES ABOVE GRADE SHALL 13E HARD DRAWN. REMOVABLE CAP TO SPECIFIED DRAIN A5 PER PLANS--�. SPLIT SYSTEM A C SCHEDULE MARK AHU-1 AHV-2 AHV-3 AHU- 4A..4B ZONED SERVED DICE EAST GOAD. SOUTH QUAD. QUADS TOTAL CAPACITY BTUH SENSIBLE CAPACITY BTUH TOTAL AIR(CFM) 1000 1400 1200 1600 OUTSIDE AIR CFM 130 60 60 60 ENTERING AIR (ABIYPJ 80/6"E 80/bi 80/6T 8o/611 EXT. STATIC PRESS. IN, W.C. o5o 050 050 050 BLOWER MOTER HP .33 1 I I ELECTRIC HEAT KR '1.b8 WA WA WA ELECTRICAL SERVICE Y PH HZ 240 160 240AI60 240 I60 240A/60 FILTER TYPE 1' T'AWAY I" T'AWAY I" VANAY I" T'AHAY BLOTTER MODEL NO. MARK OUTDOOR TEMP DEG F9 TW O30 CU-1 g5' TWV045B CU-2 q5° TWV03613 CU 3 1150 TW O48B CU-4A..4B q5" COMPRESSOR 444 12 20.0 14.0 20D MAX FUSE MCA 25/1-1 50/2q 55/23 50/2q MIN, SEER EER 12.05/- 11.25/- I l.go/- I l b0/- MIN, H. S. P. F. 1q. 0. P. - - - - COND. UNIT MODEL NO. TTX030 TTXO48C TTXO366 TTX0480 MANUFACTURER TRANE TRANS TRANE TRANS ACCEPTABLE MANUFACTURERS ARE! CARRIER, YORK, AND TRANE. AIR DEVICE SCHEDULE MARK MANUFACTURER MODEL CFM NECK FACE ACCESSORIES DESCRIPTION 5R-1 AIR GUIDE VH-OB 125-250 14X6 IbXB OBE) DBL. DEF. SIDEWALL RE615TER 5R-2 AIR GUIDE VH-OB 250-400 20X& 22XIO 090 DBL. DEF. 51DEWAL.L RE615TER GD-1 AIR GUIDE AVP-T-OB-5R 0-125 bX6 / 600 24X24 OBE) / TRANS 4-WAY / LAY -IN CD-2 AIR GUIDE AVP-T-OB-5R 125-300 CIXI / 6" - q"(P 24X24 OBE) / TRANS 4-HAY / LAY -IN OR-1 AIR GUIDE GB-OB O-"15 8X4 IOX6 OBE) CURVED BLADE SUPPLY R67-1 AIR GUIDE RA-AG-T 350-1600 1 22X22 24X24 112OX112"XI" GRID EGGGRATE RETURN ALL AIR DEVICES MAY NOT APPLY ACCEPTABLE MANUFACTURERS ARE, AIR GUIDE, METAL AIRE, AND TITUS. LOUVER SCHEDULE MARK MANUFACTURER MODEL LIST SIZE (WXH) MIN. FREE AREA ACCESSORIES DESCRIPTION LV-I RUSKIN 5VI00 16 X 8 .35 5F 12" X I " MESH INTAKE BLOCK VENT (I) MAXIMUM CFM THROUGH BLOCK VENT, INTAKE (350), EXHAU5T (Y500) ACCEPTABLE MANUFACTURERS ARE, ARROW, LOUVERS d DAMPERS, AND RUSKIN. FAN SCHEDULE MARK MANUFACTURER MODEL CFM ESP DRIVE SPEED/SONES ELECTRICAL HP DESCRIPTION/CONTROL FAN CONTROL NOTE5, I. 5WITCH WITH RE5TROOM LIGHTS ACCEPTABLE MANUFACTURER5 ARE! COOK, 6 EENFECK, AND PENN. INDOOR AIR QUALITY SCHEDULE AIR HANDLER MAX./ADJ. OGCUP. REQUIRED` VENT. (CFM/PER50N) REGUIRED (CFM) ACTUAL (C-f" OFFICE AREA-1 UNIT M0 CFM) 6 PEOPLE 20 126 130 FAST GUAR -I UNIT (60 CFM) 4380 5F 0 • Of 60 SOUTH 6SUAD-1 UNIT(60 CFM) 5,150 SF 0 * O • 60 NORTH QUAD -I UNIT (60 CFM) 5,250 SF O ' O • 60 NEST GOAD-1 UNIT (60 CFM) 5,250 5F 00 00 60 SEE IAQ DE516N DOCUMENTATION NOTE *4 A55UMED VENTILATION EFFEGTIVENE55 15 O.q5. IAQ DESIGN DOCUMENTATION 1) ASHRAE STANDARD 62-lgbq HAS BEEN USED TO DETERMINE THE AMOUNT OF OUTSIDE AIR FOR THIS PROJECT. ANY CHANGE IN THE SPACE USE, CONTAMINANTS, OR OPERATION MAY REQUIRE A RE-EVALUATION OF THE DE516N AND IMPLEMENTATION OF NEEDED C IANGE5. 2) THI5 DESIGN 15 BASED ON THE OUTDOOR AIR QUALITY BEING ACCEPTABLE FOR VENTILATION, THAT 15, THE CONTAMINANTS IN THE OUTDOOR AIR DO NOT EXCEED THE CONCENTRATIONS LISTED IN TABLE I OF ASHRAE 62-lq&q. 3) THIS DE516N IS BASED ON THE VENTILATION RATE PROCEDURE OF THE STANDARD. 4) STORA&E AREAS ARE NOT C-ON51DERED OCCUPIED AREA5 AND ARE PE516NEDD FOR DEAD 5TORAGE ONLY. ASHRAE 62 Igbq APPLIES ONLY TO OCCUPIED 5PAGE5 ONLY. HOWEVER, THIS DE516N NULL PROVIDE A MINIMUM OF 60 CFM OA PER UNIT TO THE 5TORA6E5. �Cl �A CC LU ED z ®� LJ O A d O � o In z O w 5 •-1 c f ai AIR BALANCE SCHEDULE FLOOR 0. A. M. U. A. EXHAUST PR RELIEF PRESSURE OFFICE AREA 130 0 +130 EAST QUAD. 60 O +60 50M WAD. 60 O +60 NORTH QUAD. 60 O +60 NEST QUAD. 60 O +60 TOTAL 380 O +510 NOTE, RESTROOM EXHAUST 15 CONSIDERED INTERMITENT Y � a V Ki s n r V � h a k � V n V a D 4 l s s v v Y .S r J 4� t.s' Y v f:5 dWY t.'y :^i p ti'�(: ,+:( <"' "++ y..:; v..... ,.. r .:'.;r y{ •.v... ti:.. ,,.u... r ��,. i4 . r z>,.v) ..r:•.",. i. „_ J!a � , Fsrra Y'g'�. 4t,},<e rJr'. 1. .a. S .. r° >' MOTION SENSOR BYPASS €'TWITCH. ARROW -HART 01991L. LIGHTING LOAD t31NGLE POLE, LOCK TYPE, 11OUNT ON ADJACENT WALL &'-0' AFF, NEAR POWER PACK THE WATT STOPPER INC. POWER PACK • A-120-E THE WATT STOPPER INC (LR) MODEL CI-100-1 PASSIVE I.R LIGHTING (TW) MODEL CI-100-H PASSIVE I.R. CIRCUIT I WITH 15R-1 4 CM-100 MOUNTING BRACKETS (EXCEPT US). AIM IN DIRECTION INDICATED ON PLANS. LIGHTING FIXTURE SCHEDULE MRK DESCRIPTION MANUFACTURER CATALOG NUMBER LAMPS REMARKS A 8' STRIP, 2-LAMP LITHONIA C-296-120-ES 2-F96 75W RS/ES/CW B 4' STRIP, 2-LAMP LITHONIA C-240-120-ES 2-1740 34W RS/ES/CW D SURFACE WRAPAROUND LITHONIA WA-240-120-ES 2-F40 34W RS/ES/CW F FL. DOWNLIGHT LITHONIA AF2-2213TT-6AR-HPF 2-13W PL TT 4100K H 2 X 4 TROFFER, 2-LAMP LITHONIA 2GT-240-FWA12-120-ES 2-F40 34W RS/ES/CW J 2 X 4 TROFFER, 4-LAMP LITHONIA 2GT-440-FWA12-120-ES 4-F40 34W RS/ES/CW K M.H. WALLPACK LITHONIA TWH-175M-120-MT 1-175W M.H. 04 FL, UNDER CABINET, 4' LITHONIA 2UC-140-AR-120ES 1-F40 34W RS/ES/CW U SURFACE CEILING LITHONIA VR3C-75M-120TB 1-70W M.H. V PARKING LOT LITHONIA KSF2-400M-III-208 1-40OW M.H. TYPE 3 DISTR. POLE FOR 'V' FIXTURE FIBERGLASS DIR CT BURIAL POLE, 25 FT. ABOVE GRADE, DARK B Z, TENON ARM Y M.H. WALLPACK LITHONIA TWH-l00M-208-MT 1-10OW M.H. X11 EXIT SIGN, SINGLE FACE LITHONIA LQM-SWI-R-120-EL L.E.D. BATTERY BKUP, X2 EXIT SIGN, DOUBLE FACE LITHONIA LQM-SW2-R-120-EL L.E.D. BATTERY BKUP. EL EMERGENCY EGRESS LITH❑NIA 6ELM2 2- 6V 7.2W BATTERY BKUP, DISCONNECT SCHEDULE D.S.# SIZE POLES PHASE NEMA FUSE NON F, UNIT SERVED LOCATION 1 400A 2 1 3R 400A SERVICE ENTRANCE BUILDING EXTERIOR 2 30A 2 1 3R 25A CU-1 ON WALL 3 60A 2 1 3R 50A CU-2, CU-4A, CU-4B ON WALL 4 60A 2 1 3R 35A CU-3 ON WALL 5 60A 2 1 1 50A AHU-1 (W/ 7.68 KW HEAT) NEAR UNIT DISCONNECT NOTESR 1. EXHAUST FANS SHALL HAVE A 20A, SINGLE POLE SWITCH DISCONNECT. 2. OTHER SINGLE POLE, 20A DEVICES REQUIRING DISCONNECTS SHALL HAVE A 20A, SINGLE POLE SWITCH AS A DISCONNECT. 3. FUSES SHALL BE DUAL ELEMENT TIME DELAY. 4. VERIFY FUSE SIZES REQUIRED FOR ACTUAL EQUIPMENT SUBMITTED. 5. AHU'S 2, 3, 4A, AND 4B SHALL HAVE A 2-POLE MOTOR DUTY RATED SWITCH. PANELBOARD DESIGNATION: A VOLTAGE: 240/1 20V 1 P/3W I MAINS RATING: 400 A ENCLOSURE: NEMA 1 IN SURFACE ❑ MCB COPPER MAIN CB TRIP RATING: 400 A ® FLUSH MLO BUS INTERRUPTING RATING: 22,000 AIC SERVES CB SIZE LOAD (VA) CKT # PHASE LOADS(VA) CKT # LOAD (VA) CB SIZE SERVES A B RECEPS - STORAGE 20 1260 1 1980 2 720 20 RECEPS - OFFICE RECEPS - STORAGE 20 1440 3 2180 4 720 20 RECEPS - OFFICE TELEPHONE BACKBOARD 201 360 5 1 1080 6 720 20 RECEPS - OFFICE FIRE ALARM PANEL 20 500 7 1300 8 900 20 RECEPS - OFFICE WATER HEATER 25 2000 9 2540 10 540 20 RECEPS - BREAK COUNTER SPACE 11 1380 12 1380 20 LTG - BLDG EXTERIOR LTG - STORAGE 20 1500 13 3075 14 1575 20 LTG - STORAGE LTG - STORAGE 20 1650 15 3150 16 1500 20 LTG - STORAGE LTG - OFFICE 20 1360 17 2635 18 1275 20 LTG - STORAGE SPARE 20 19 0 20 ISPACE SPACE 21 0 22 SPACE SPACE 23 2760 24 2760 35 CU-3 SPACE 25 2760 26 2760 AHU-1 (WV 7.68 KW HEAT 50 4340 27 5516 28 1176 20 AHU-4A, AHU-46 4340 29 5516 30 1176 CU-1 25 1600 1 31 5440 32 3840 50 CU-4A 1600 33 5440 34 3840 AHU-2, AHU-3 20 1020 35 4860 36 3840 50 CU-4B 1020 37 4860 38 1 3840 CU-2 50 3840 39 3840 40 38401 41 3840 42 TOTALS CONNECTED— 64.2 KVA 1 32,746 1 30,426 ESTIMATED DEMAND— 59.1 KVA ?k LOCK IN ON POSITION 1. SCOPE 10. GROUNDING ADDITIONAL SENSORS I The scope of the work covered herein consists of furnishing services e-rx.lrran1 I n.i� ruC o.AM= all labor, materials, necessary equipment and ices to Pro} de a complete grounding network for the entire electrical r4 I 4 ...o 0 f P 0 c � A LU U oED 4 ;R 11a A O�x A � Z O 5 W 14C � CONDUIT AND WIRE SCHEDULE C/B POLE WIRE SIZE (BASED UPON TYPE THOU) CONDUIT PHASE 20A 1 2- 12, 1- 12 G. 3/4- 1 2W 20A 2 2-#12, 1-#12 G. 3/4" 10 2W 25A 1 2- 10, 1- 10 G. 3/4- 10 2W 25A 2 2- 10, 1- 10 G. 3/4- 1 2W 30A 1 2-#10, 1-#10 G. 3/4" 10 2W 30A 2 2-#10, 1-#10 G. 3/4" 10 2W 40A 2 2-#8, 1-#10 G. 1" i 2W 45A 2 2- 8, 1- 10 G. 1" 1 2W 50A 2 2- 8, 1- 10 G. 1" 1 2W 60A 2 2- 6, 1- 10 G. 1" 1 2W 70A 2 2- 4, 1- 8 G. 1" 10 2W 80A 2 2- 4 , 1- 8 G. in 10 2W 90A 2 2-#3, 1-#8 G. 1 1/4" 10 2W 100A 2 2- 3, 1- 8 G. 1 1 4" 1 2W NOTES: 1. ALL CONDUCTORS SHALL BE COPPER. 2. ALL CONDUIT SHALL HAVE GROUNDING CONDUCTOR INSTALLED. 3. CONDUIT BELOW GRADE OUTSIDE OF BUILDING SHALL BE 1" MINIMUM. 4. SIZING OF CONDUCTORS MUST BE ALTERED FOR DERATING PER N.E.C. OR VOLTAGE DROP CONSIDERATIONS. 5. SEE RISER DIAGRAM FOR SIZING OF CIRCUITS GREATER THAN 100A. 6. VERIFY IF NEUTRAL IS REQUIRED FOR ANY EQUIPMENT. complete the Electrical Work and related work in full ac- sys am o comply with NEC requirements. cordance as Indicated on the drawings, as specified herein or both and subject to the terms and conditions of the Contract. All conduits shall have a ground wire Installed. A conduit ground shall not be used. All items noted herein, shown by the electrical plane, or reasonably to be Interpreted from the plans necessary to Bond service entrance ground to building steel, metal water complete the electrical system shall be provided and Installed mains, made electrodes, etc. under the work of this Section, whether same are specifically mentioned herein or not. 11. DISCONNECT SNATCHES 2. CODES, RULES, PERMITS, FEES Equipment disconnect switches shall be Square D, G.E., ITE or equivalent general duty of the type and ratings shown on the Electrical Contractor is generally responsible to insure all plane. Fuses shall be provided of the appropriate type and work, both old and new, complies with the NEC and any rating for the equipment to be served. applicable local and state codes and ordinances. 3. DRAWINGS 12. MISCELLANEOUS EQUIPMENT Drawings are diagrammatic and indicate the general arrangement a. Switches - All general use lighting (SPST toggle with or of systems and work included in the contract. Drawings are without pilot) switches to be rated 20A., 120-277V. as not to be scaled. The Architectural drawings and details manufactured by Leviton, Lutron, P do S, or equivalent. shall be examined for exact location of fixtures and Coordinate color with Owner/Architect. equipment. Any conflict shall be immediately brought to the attention of the Architect or Engineer before proceeding with b. Receptacles - All general use duplex receptacles to be the work. rated 20A., 120V as manufactured by Leviton, Lutron, P do S, or equivalent. Coordinate color with Owner/Architect. 4. SHOP DRAWINGS C. Power/lighting circuits - All power/Ilghting circuits 100A or less shall be as Indicated on the wire and The Subcontractor shall submit six (6) copies for approval of conduit schedule. Other circuits shall be as shown on detailed shop drawings of all equipment and all material the plans. required to complete the project to the Engineer. d. Homeruns - All homeruns shall be a minimum of 3/4" Materials or products specified herein and/or Indicated on conduit w/ma imum 40% fill. drawings by trade name, manufacturer's name or catalog number e. Conductors - II conductors shall be rated 60OV, copper, shall be provided as specified. type THW, THWN, XHHW/THHN. Wire/conduit sizing/flll is based upon type THW conductors, conductors of #8 AWG and larger shall be stranded. 5. COOPERATION WITH OTHER TRADES f. Timers - A Tork #T920L shall be used for lighting The Subcontractor shall give full cooperation to other trades control. Multiple unite may be required for all and shall furnish in writing to the Contractor, with copies to controlled circuits shown on the plans. the Engineer, any information necessary to permit the work of all trades to be installed satisfactorily and with the least g. Photo Control - A Tork #2100 shall be mounted where shown possible Interference or delay. Coordinate all conduit rune on the drawings. and equipment with other trades. Verify nameplate electrical data of actual equipment furnished by others before beginning h. Lighting fixtures - Lighting fixtures shall be as S S S S S S S S S S S S S S S WP installation. Indicated on the fixture schedule or approved equals. H H H H H H H H H H H H H H H S S S S r-I EXTERIOR LIGHTING BUILDING ANNUNCIATION NOTE: 6. CUTTING, PATCHING, AND FINISHING 13. CONDUIT STROBE ANNUNCIATORS SHALL P.C. & TIMER The Electrical Contractor shall do all cutting, drilling, etc. Conduit shall be EMT, GRC, SCH. 40 PVC, liquid tight metal BE 75 CANDELA MINIMUM. required for work under this section of the specifications, flexible, or metal flexible. GENERAL LIGHTING inside and outside the building, including preparing of finished surfaces, all required shoring and bracing, and all GRC shall be used at exposed exterior locations. Liquid tight protection for safety of persons and property. flex shall be used for connection to all fixed equipment GENERAL POUTER TYPICAL ----� AHU F400 A MAIN DISCONNECT except lighting fixtures where a 6' maximum length of flexible may be used. EMT shall be used at all exposed Interior 7. EXCAVATING AND BACKFILUNG locations. All remaining locations may use PVC. -" P S S S S S S S S S S S S S S S S The Subcontractor shall do all trench and pit excavating and Insulating bushings with double lock -nuts shall be used for backfllling required for work under this section of the PANEL A entrance of 1-1%4' C. or larger into enclosures. inside the specifications, and outside building, including STORAGE AREA DETECTION 400A ML repairing of finished surfaces, all required shoring, bracing, Sizes Indicated are minimums, larger sizes may be used to 240/120V METER pumping, and all protection for safety of persona and facilitate wire pulls, etc. 1-P, 3-W property. 42 SPACE COORDINATE EXACT METERING 14. EQUIPMENT FURNISHED BY OTHERS METHOD AND REQUIREMENTS O WITH POWER CO. Electrical Contractor shall provide all conduit, wire and 8. MATERIAL AND WORKMANSHIP disconnect switches to connect electrical equipment supplied All materials and apparatus required for the work shall be new by others which shall include both new and relocation ofexisting equipment. All final electrical connections are to 3/4' C. W/ 1-2/0 G. unless indicated otherwise on the plans. be by electrical contractor. P P P S S S S S S S S S S S S S S S TYPICAL. Electrical contractor shall provide and install all electrical STORAGE AREA DETECTION M CU as shown, verifying all mounting heights and exact locations 15. RECORD DRAWINGS of all wall -mounted electrical devices with architect prior to rough -in. The Contractor shall keep accurate records of actual con- atruction Including device locations and conduit runs If Connections and junction boxes to equipment are diagrammatic. different from the plane. Verify exact location of connection to specific equipment and 3/4 x 10-0 \ devices. The Contractor shall provide the owner with a reproducible set of plans of the complete electrical and fire alarm System$ as DRIVEN GROUND 2 - 2-1/2' C. W/ 2 - 250 KCM Installed (as built drawings). The scale on these as built 9. PANELBOARDS P S ROD —_- I - 4/0 N. PER EACH. drawings shall be no smaller than the scale used on the original plane. Panels shall be as manufactured by Square D, G.E., ITE or OFF I CE AREA DETECTION equivalent of sizes, ratings, and requirements shown on the plans. Panels shall be of dead front construction . All 16. TESTING bussing shall be copper. 2 - 2-1/2' C. W/ 2 - 250 KCM, Final tests shall be made only after the Engineer is satisfied REMOTE ANNUNCIATOR NOTE: 1 - 4/0 N., I - 03 G. PER EACH. Minimum width of panels shall be 14". that all work has been completed. IN OFFICE LOBBY FIRE ALL FIRE ALARM WIRING SHALL BE ALARM New circuit breakers shall be 20A minimum. Multi -pole IN CONDUIT. FOLLOW MANUFACTURER'S PANEL breakers shall have a single handle to trip all poles at once. 17. FINAL ACCEPTANCE REMOTE ANNUNCIATOR RECOMENDAT I ON FOR WIRE TYPE AND TO POWER CO. SERVICE POINT AIC rating of breakers shall match AIC rating of panel. IN APARTMENT SIZE INCLUDING ANY ALLOWANCE FOR VOLTAGE DROP. (HANDHOLE OR PADMOUNT TRANSFORMER After testing a final inspection shall be made by the Engineer A laminated black plastic with white lettering plastic and other authorized persons with the Electrical Contractor. COORDINATE W/ POWER CO-) nameplate with the Identification number as shown on the panel REMOTE COMMUNICATOR AT TELEPHONE BACKBOARD schedule shall be mounted on the outside of the door with Final acceptance of the project shall not rejudiee the sheet metal screws. Nameplate size shall be 3" wide x 1-1/2" Owners right to require replacement and/or repair of any (2- OUTSIDE LINES FOR high with 1/2 high engraving. Provide a completed circuit defective work or materials. REMOTE MONITORING) directory, typed and mounted In a clear plastic sleeve, on the interior of the panel door. AIC of breaker shall match panel rating where installed. FIRE ALAFRI"l FR15EFR ELECTRICAL RISER ELECTRICAL5FECIPICATION5 D D I. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PL.AN5, 15. FIXTURES1 SPEGIFIGATIONS, LOCAL, STATE AND NATIONAL CODES. A) PLUMBING FIXTURE5 SHALL BE FURNISHED AND INSTALLED IN ACCORDANCE KITH THE SCHEDULE AS 5HOVIN ON THE PLANS. ALL 2. THE CONTRACTOR SHALL ARRANGE AND PAY FOR ALL PERMITS AND FIXTURES SHALL BE COMPLETE WITH HANGERS, CARRIERS, TRIM, INSPECTIONS REQUIRED IN TH15 WORK. OWNER SHALL PAY FOR ALL STOP VALVES AND OTHER AGGE550RIE5 A5 REQUIRED TO OBTAIN A COMPLETE INSTALLATION. UTILITY IMPACT AND TAPPING FEES. 3. 9UBMITTAL5 ARE REQUIRED FOR ALL MATERIAL AND EQUIPMENT WHICH 6) APPROVED MANUFAGTURER5i THE CONTRACTOR PROPOSES TO FURNISH. SHOP DRAWINGS MUST BE FIXTURES - AMERICAN STANDARD, BRIGG5, UNIVERSAL - APPROVED BY THE ARCHITECT PRIOR TO ORDERING AND INSTALLING RUNDEL, KOHLER, ELKAY AND HOODFORD. EQUIPMENT. DATA SHALL BE COMPILED IN BROCHURE FORM AND ALL ELECTRIC WATER COOLER - ELKAY ELECTRIC WATER HEATER SCHEDULE EMARKSTORAGE GALLONS G.P.H. RECOVERY AT KW ELECTRICAL MANUFACTURER MODEL 60 DEG. F RISE INPUT 2.0 120V/lPH RUUD PLP20-1 SUBMTTED IAT ONE T SHOP DRA5 OR GUT 5HEET5 REQUIRED, INCLUDE, WING 5TAINLE-55 STEEL SINKS -JUST, ELKAY OR KOHLER PLUMBING FIXTURES AND TRIM MOP 51NK - AMERICAN STANDARD AGGE55 PANELS TRIM - 5YMMON5, CHICAGO, 5PEAKMAN T 4 5 BRASS, SLOAN, ZURN, AMERICAN STANDARD kb TRUEBRO. 4. PROVIDE DIELECTRIC UNIONS OR FITTINGS WHENEVER FERROUS AND NON-FERROU5 PIPES ARE JOINED. CLEANOUT5 AND CARRIERS - ZURN, JR 5MITH, WADE, 5.. PROVIDE AIR CHAMBERS ON WATER LINES AT EACH FIXTURE. AIR ANCON, JO5AM OR JONE5PEO. CHAMBERS SHALL BE RILL LINE SIZE IN DIAMETER AND EGUIVALENT BUT NOT LE55 THAN 12" IN LENGTH. G) ALL EXPOSED METAL PARTS OF FIXTURES SHALL BE POLISHED TO 20 PIPE DIAMETERS, CHROME OR BRA55. b. PROVIDE ACCESS DOORS WHERE NECESSARY TO SERVICE SEAL5, VALVES, TRAPS, CLEANOUT5, AIR GHAER5/VAATER HAMMER ARRE5TOR5, ETC. ib. AJ IFCLEANOUT5,MB 5-OI^6�11 OTHERHISE SHALL 13E HYDRAULIGAL YL TESTEDIGALLY -1. CONTRACTOR TO VERIFY SIZE AND LOCATIONS OF ALL EXISTING SPECIFIED HEREIN. SERVICES PRIOR TO COMMENCING WITH NEW WORK. B) DURATION OF TE5T5. ALL TESTS SHALL APPLY FULL TEST PRE55URE 8. PROVIDE RI5ER CLAMPS FOR ALL VERTICAL PIPING INCLUDING TO THE PIPING FOR A MINIMUM OF 24 HOURS. SANITARY DRAINS, VENTS AND WATER LINES. INSTALL R15ER5 50 AS TO ALLOW VERTICAL MOVEMENT OF PIPING, ANCHORING PIPES AT G) SHALL BE TESTED AT 150 y�A71=R PIPING A5 OF NORMAL PRESSURE OF �HORKING PRESSURE. 50IL AND HA5TE PIPING 5HALL THE BASE OF ALL RISERS. BE TESTED BY FILLING THE SYSTEM WITH WATER TO ITS HIGHEST POINT. GAS PIPING SHALL BE AIR TESTED AT A PRE55URE OF 100 P51. cl EVERY TRAP SHAD. BE PROTECTED A6AIN5T 5YPHONIN(9 AID BACK PRESSURE. AIR CIRCULATION SHALL BE ASSURED BY MEANS OF A SOIL OR WASTE STACK VENT, A CONTINUOUS 501L OR WA5TE VENT OR D) S E TEST PERIOD, INABILITY TO HOLD PRESSURE, HOURS THE HOI FALLEN OVER 5A5 DURING THE 24 HOURS TEST PERIOD, THE POINT OF CIRCUIT VENT. LEAKAGE SHALL BE FOUND REPAIRED AND THE TEST REPEATED. TH15 PROCEDURE SHALL BE FOLLOWED UNTIL THE PIPING SYSTEM HAS BEEN 10. ALL VENT PIPES PASSING THROUGH THE ROOF 5HALL BE FLASHED AND COUNTER -FLASHED WITH IO OZ. COPPER OR 4 LB. SHEET LEAD. PROVEN ABSOLUTELY TIGHT. FLA51-1ING SHALL NOT BE LESS THAN 20" ON THE ROOF AND SHALL I, � AFTER THE �� ARE COMPLETED AND BEFORE THE SYSTEM IS PUT IN EXTEND UP PIPE AND TURN DOt^W INSIDE THE VENT 3". OPERATION THE ENTIRE WATER PIPE 5Y5TEM SHALL BE FILLED WITH A II. CONTRACTOR SHALL EXTEND ALL BUILDING DRAIN AND POTABLE WATER ON OF AVAI ABLE CHLORINE AND ALLOHED TO STAND HOURS (BEFORE FLUSHING. 5' FROM BUILDING EXTERIOR. PROVIDE CLEANOUT5, FLOOR DRAINS AND PIPING AS 5HOHN ON PLANS. VERIFY EXACT LOCATION AND INVERT N DURING THIS PERIOD A PRESSURE OF NOT LE55 THAN 40 P51 SHALL BE MAINTAINED ON THE SYSTEM AND ALL VALVES SHALL BE OPENED AND INVERT ELEVATION OF 5ERVICE GONATECTION5 PRIOR TO GONSTRUGTIO GLO5ED SEVERAL TIMES. AFTER 015INFEGTION A SAMPLE SHAH BE 12. SANITARY PIPING SCHEDULES, DRAWN AND TESTED BY THE LOCAL HEALTH DEPARTMENT AND A LETTER THE ADEQUACY OF THE WATER FOR HUMAN CON5UMPTION SHALL BE SENT A) VENTS - 5CHEDlA-E 40 PVC DWV. TO THE ENGINEER FOR APPROVAL. B) BUILDING DRAIN - SCHEDULE 40 PVG DWV. B) SHOULD THE SAMPLE NOT PA55 THE HEALTH DEPARTMENT TEST THEN THE SYSTEM SHALL BE DRAINED AND DISINFECTED UNTIL THE I^�TER 13. DOMESTIC WATER PIPING 56HEDULE5i PA55E5 INSPECTION BY THE HEALTH DEPARTMENT. pp�� INTERIOR ABOVE GRADE - TYPE 'L' HARD DRAWN COPPER TUBE. 18 SECTION OALL F THE PEGIFIMATERIAL �R1710N5 SHALL BEAR Pt -ENT AND LABOR FURNISHED THIS B) EXTERIOR BUILDING SERVICE -TYPE "K" SOFT DRAWN COPPER TUBE. TO THE OWNER, WARRANTY FROM DATE OF FINAL ACCEPTANCE. THE 14. ALL VALVES AND SPECIALTY ITEMS MAY NOT BE SHOWN IN EVERY INSTANCE PI-UMBING CONTRACTOR SHALL PROVIDE ALL OF THE ABOVE HARRANTY ON THE DRAHING5 BUT ARE TO BE PROVIDED WHETHER SHOWN OR NOT WHEN REQUIREMENTS IN A H;PJTTEN STATEMENT ALONG WITH EGd11PMENT NECESSARY FOR FS PER OPERATION AND MAINTENANCE OF THE SYSTEM. MANUFACTURER'S WARRANTIES. PLUMBING LEGEND - - GOLD WATER LINE (GW) -- - HOT WATER LINE (HW) - - - HOT WATER RECIRCULATING LINE (H";?) SANITARY WA5TE .` _. - - - ..-- - - SANITARY VENT p PIPE UP/ DOWN NEW CONNECTION POINT - CLEANOUT- FLOOR (FGO) / END (EGO) �- CLEANOUT - WALL (HC.0) GAS PIPING 4 CONNECTION BV BALL VALVE (� EXISTING TO REMAIN P- FIXTURE DE5I6NATION VTR VENT THIRU ROOF TG TEMPERATURE CONTROLLER TP TRAP PRIMER VB VACUUM BREAKER (PRESSURE TYPE) VTR VENT THRU ROOF y�G HATER CLOSET y 1 HALL HYDRANT ALL 5YMB0LS MAY NOT APPLY PLUMBING FDffURE SCHEDULE I o � 0 MARK DESCRIPTION FIXTURE TRIM REMARKS zo a G MFG CATALOG MFG. AMER. STD. AMER. STD. AMER. STD. AMER. STD. ELKAY ELKAY AMER.STD. CATALO 2234.015 3043.102 0355.012 9141.011 LR-1720 EBFATL-8 7741.000 SLOAN SLOAN SYMMONS SYMMONS SYMMONS ELKAY AMER.STD. 111YBYC-YO 111YBYC-YO S40-2-LCT S90-2GFRW S-48 LKAPR-188 8344.111 WITH OLSONITE 95 SEAT, 3 8"BRASS CLOSET BOLTS(2) WITH OL50NITE 44 45 SEAT, 3 8"BRASS CLOSET BOLTS ZURN Z-1231 CARRIER 1-2-4 A.S. 7723.018 DRAIN, ZURN Z-1231CARR 1-2-3-4-5 ELKAY LK-188 STRAINER (2) 1-2-3 AMER.STD. 3" DRAIN 7721.038, 745.811 RIM GUARD P-1 WATER CLOSET WATER CLOSET - HANDICAP LAVATORY - WALL HUNG LAVATORY - HANDICAP SINK - BREAK AREA ELECTRIC WATER COOLER - HIAO JANITORS SINK BALL VALVE VACUUM BREAKER - PRESSURE TYPE WALL CLEANOUT WALL HYDRANT WATER HAMMER ARRESTOR P-1H P-2 P-21-1 P-3 P-4H P-5 BV VB WCO APOLLO WATTS ZURN WOODFORD 70 80OMQT Z-1468 B74 AS REQUIRED BY SPECIFICATION SIZE AS PER WATER HEATER DETAILS SIZE AS PER PLANS WITH BRANCH LINE BALL VALVE WHERE SHOWN ON A.P1 WH WHA ZURN Z-1700 AS REQUIRED BY SPECIFICATION 4�! �k Tf Aw r p #S% � z p a NOTES: (1) CRANE CAST BRASS P-TRAP #JJ 8-5260 (SIZE AS REQUIRED) P-TRAPS IN CONCEALED SPACES MAY BE PVC. (2) CHICAGO SUPPLY STOP #1025 WITH CHROME RISER TUBE (TYPE AS REQUIRED) r4 Ci vi .4 Ui m (3) SET AT HANDICAP HEIGHT (4) AERATOR 0.5 GPM MAXIMUM (5) TRUEBRO LAV-GUARD: MODEL AS REQUIRED FOR P-TRAP AND ANGLE STOPS WITH SUPPLIES ASSEMBLIES. GENERAL NOTE: PROVIDE ITEMS BY LISTED MFG. OR APPROVED EQUAL. PLUMBING FIXTURE UNIT SCHEDULE DESCRIPTIONFIXTURE DESCRIPTION )IA TER DEMAND SANITARY EQUANITY UNIT (FU) (EACH) FIXTUREUNITS COLD HOT (TOTAL) COMB. COMBFIXTURE GPM UNIT (FU) COLD HOT COMB. FU (EA TOTAL FTI 0.25 0.25 0.25 0.25 .5 .5 1 ELECTRIC WATER COOLER SINK - BREAK AREA LAVATORY - PUBLIC SERVICE SINK - (3" TRAP) WATER CLOSET - FLUSH VALVE WALL HYDRANT 1 3. 1.5 2.25 10. 3. 1.5 2.25 4. 2. 3. 10. 3. 4.5 2.25 30. 3. 4.5 2.25 4. 8. 3. 30. 2. 3. 6. 6• 3. 18. 3 1 3 4 2.5 2.5 10. 10. 0. 0. TOTAL 50. 9.75 53.25 51.3 30.5 D SPAHN ENGINEERING SERVICES Fire Protection Engineering PUBLICS STORAGE, S. ORLANDO BLVD., SANFORD, FL 96080SMW-01, 7/4/96 SPRINKLER SYSTEM ANALYSIS TO SHOW THE MAXIMUM DENSITY AVAILABLE WITH ZERO PRESSURE REMAINING THE FOLLOWING SPRINKLERS ARE OPERATING IN: [ ] TEST AREA 1 [ ] TEST AREA 2 [ ] TEST AREA 3 [X REMOTE AREA REF. PT. K ELEV. FLOW PRESSURE ft gpm psi 500 5.60 20.50 32.32 33.30 501 5.60 20.50 32.01 32.67 502 5.60 20.50 31.82 32.27 503 5.60 20.50 31.70 32.04 505 5.60 20.50 32.13 32.91 506 5.60 20.50 31.67 31.98 507 5.60 20.50 31.34 31.31 508 5.60 20.50 31.10 30.84 509 5.60 20.50 30.95 30.55 510 5.60 20.50 30.89 30.42 511 5.60 20.50 30.86 30.37 513 5.60 20.50 32.25 33.16 514 5.60 20.50 31.96 32.56 515 5.60 20.50 31.75 32.15 516 5.60 20.50 31.63 31.91 517 5.60 20.50 31.58 31.79 518 5.60 20.50 31.33 31.30 519 5.60 20.50 31.24 31.12 520 5.60 20.50 32.49 33.66 521 5.60 20.50 32.19 33.04 522 5.60 20.50 31.90 32.45 523 5.60 20.50 31.71 32.07 524 5.60 20.50 31.61 31.86 525 5.60 20.50 31.56 31.76 526 5.60 20.50 31.45 31.54 THE SPRINKLER SYSTEM FLOW IS 791.44 gpm THE OUTSIDE HOSE FLOW AT REFERENCE POINT NO. 1 IS 0.00 gpm INSIDE HOSE [ ] RACK SPKLR'S. [X]THE YARD HYDT. FLOW IS 500.00 gpm THE MINIMUM DENSITY PROVIDED BY THIS SYSTEM IS 0.309 gpm/sq. ft. THE FOLLOWING PRESSURES & FLOWS OCCUR ---> AT REF. PT. 1 <--- STATIC PRESSURE 62.00 psi RESIDUAL PRESSURE 58.00 psi AT 1130.00 gpm TOTAL SYSTEM FLOW 1291.44 gpm AVAILABLE PRESSURE 59.04 psi AT 1291.44 gpm OPERATING PRESSURE 59.04 psi AT 1291.44 gpm PRESSURE REMAINING 0.00 psi THE ABOVE RESULTS INCLUDE 6 psi FRICTION LOSS AT REF. PT. # 1 FOR A fX] METER DEFECTOR CHECK NVALVE [TER� ]� OTHER DEVICE HYDRAULIC CALCULATIONS AT SPECIFIED DENSITY THE FOLLOWING SPRINKLERS ARE OPERATING IN: [ ]TEST AREA 1 [ ]TEST AREA 2 [ ]TEST AREA 3 [X] REMOTE AREA REF. PT. K ELEV. FLOW PRESSURE ft gpm psi 500 5.60 20.50 31.48 31.59 501 5.60 20.50 31.13 30.90 502 5,60 20.50 30.90 30.45 503 5.60 20.50 30.78 30.20 505 5.60 20.50 31.27 31.18 506 5.60 20.50 30.78 30.20 507 5.60 20.50 30.42 29.51 508 5.60 20.50 30.20 29.07 509 5.60 20.50 30.06 28.82 510 5.60 20.50 30.02 28.73 511 5.60 20.50 30.00 28.70 513 5.60 20.50 31.36 31.36 514 5.60 20.50 31.04 30.72 515 5.60 20.50 30.84 30.32 516 5.60 20.50 30.73 30.10 517 5.60 20.50 30.68 30.02 518 5.60 20.50 30.45 29.57 519 5.60 20.50 30.37 29.41 520 5.60 20.50 31.59 31.81 521 5.60 20.50 31.29 31.21 522 5.60 20.50 31.00 30.65 523 5.60 20.50 30.83 30.30 524 5.60 20.50 30.73 30.12 525 5.60 20.50 30.70 30.05 526 5.60 20.50 30.60 29.85 THE SPRINKLER SYSTEM FLOW IS THE OUTSIDE HOSE FLOW AT REFERENCE POINT NO. 1 IS [ THE INSIDE HOSE [ ] RACK SPKLR'S. X YARD HYDT. j FLOW IS THE MINIMUM DENSITY PROVIDED BY THIS SYSTEM IS THE FOLLOWING PRESSURES & FLOWS OCCUR ---> AT REF. PT. 1 <--- STATIC PRESSURE 62.00 psi RESIDUAL PRESSURE 58.00 psi AT 1130.00 gpm TOTAL SYSTEM FLOW 1269.24 gpm AVAILABLE PRESSURE 59.21 psi AT 1269.24 gpm OPERATING PRESSURE 56.71 psi AT 1269.24 gpm PRESSURE REMAINING 2.49 psi THE ABOVE RESULTS INCLUDE 6 psi FRICTION LOSS AT REF. PT. # 1 FOR A BACKFLOW PREVENTER [ ] METER [X] DETECTOR CHECK VALVE [ ] OTHER DEVICE FITTING Equivalent Length per NFPA 13 1994, 6-4.3 '-' Indicates Equivalent Length. 'T' Indicates Threaded fitting 1=45 Elbow, 2=90 Elbow, 3='T'/Cross, 4=Butterfly Valve, 5=Gate Valve, 6=Swing Check Valve FROM TO FLOW PIPE FITS EQV. H-W PIPE DIA. FRIC. ELEV. FROM TO (gpm) (ft) (ft) C TYPE (in) (psi) (psi) (psi) (psi) (psi) 1 300 1269.24 100.00 3 46.56 140 107 7.980 0.011 0.000 56.71 49.12 300 2 769.24 150.00 22 34.59 140 107 7.980 0.004 2.167 49.12 46.16 2 3 769.24 15.00 56 45.47 120 111 6.400 0.017 6.500 46.16 38.65 3 23 769.24 143.00 225 28.87 120 2 6.357 0.017 0.000 38.65 35.67 23 24 769.24 75.00 2 12.55 120 2 6.357 0.017 0.000 35.67 34.20 24 25 769.24 6.00 3 31.50 120 2 6.357 0.017 0.000 34.20 33.55 25 26 588.61 10.00 3 31.50 120 2 6.357 0.011 0.000 33.55 33.10 26 27 375.86 10.00 3 31.50 120 2 6.357 0.005 0.000 33.10 32.89 27 28 200.03 10.00 3 31.50 120 2 6.357 0.001 0.000 32.89 32.82 29 30 56.34 10.00 3 26.46 120 2 5.295 0.000 0.000 30.27 30.25 30 31 56.34 10.00 3 26.46 120 2 5.295 0.000 0.000 30.25 30.25 31 32 16.71 10.00 3 26.46 120 2 5.295 0.000 0.000 30.25 30.27 25 125 180.63 0.50 3 13.00 120 1 3.068 0.041 0.217 33.55 32.78 26 126 212.75 0.50 3 13.00 120 1 3.068 0.056 0.217 33.10 32.13 27 127 175.83 0.50 6 16.00 120 1 3.068 0.039 0.217 32.89 32.03 28 128 200.03 0.50 3 13.00 120 1 3.068 0.050 0.217 32.82 31.94 29 129 -56.34 0.50 3 13.00 120 1 3.068 0.005 0.217 30.27 30.11 30 130 0.00 0.50 3 13.00 120 1 3.068 0.000 0.217 30.25 30.04 31 131 39.64 0.50 3 13.00 120 1 3.068 0.002 0.217 30.25 30.00 32 132 16.71 0.50 3 13.00 120 1 3.068 0.000 0.217 30.27 30.05 125 500 180.63 16.00 3 13.00 120 1 3.068 0.041 0.000 32.78 31.59 500 501 149.15 10.00 3 13.00 120 1 3.068 0.029 0.000 31.59 30.90 501 502 118.02 10.00 3 13.00 120 1 3.068 0,019 0.000 30.90 30.45 502 503 87.12 10.00 3 13.00 120 1 3.068 0.011 0.000 30.45 30.20 503 129 56.34 5.00 3 13.00 120 1 3.068 0,005 0.000 30.20 30.11 126 504 0.00 3.00 3 8.50 120 1 2.067 0.000 0.000 32.13 32.13 126 505 212.75 4.00 3 13.00 120 1 3.068 0.056 0.000 32.13 31.18 505 506 181.48 10.00 3 13.00 120 1 3.068 0.041 0.000 31.18 30.20 506 507 150.70 10.00 3 13.00 120 1 3.068 0.029 0.000 30.20 29.51 507 508 120.28 10.00 3 13.00 120 1 3.068 0.019 0.000 29.51 29.07 508 509 90.08 10.00 3 13.00 120 1 3.068 0.011 0.000 29.07 28.82 509 510 60.02 6.00 3 13.00 120 1 3.068 0.005 0.000 28.82 28.73 510 511 30.00 7.00 3 13.00 120 1 3.068 0.001 0.000 28.73 28.70 127 512 0.00 3.00 3 8.50 120 1 2.067 0.000 0.000 32.03 32.03 127 513 175.83 4.00 3 13.00 120 1 3.068 0.039 0.000 32.03 31.36 513 514 144.47 10.00 3 13.00 120 1 3.068 0.027 0.000 31.36 30.72 514 515 113.43 10.00 3 13.00 120 1 3.068 0.017 0.000 30.72 30.32 515 516 82.60 10.00 3 13.00 120 1 3.068 0.010 0.000 30.32 30.10 516 517 51.87 10.00 3 13.00 120 1 3.068 0.004 0.000 30.10 30.02 517 131 21.19 5.00 3 13.00 120 1 3.068 0.001 0.000 30.02 30.00 131 518 60.83 3.00 3 8.50 120 1 2.067 0.037 0.000 30.00 29.57 518 519 30.37 7.00 3 8.50 120 1 2.067 0.010 0.000 29.57 29.41 128 520 31.59 3.00 3 8.50 120 1 2.067 0.011 0.000 31.94 31.81 128 521 168.44 7.00 3 13.00 120 1 3.068 0.036 0.000 31.94 31.21 521 522 137.15 10.00 3 13.00 120 1 3.068 0,025 0.000 31.21 30.65 522 523 106.15 10.00 3 13.00 120 1 3.068 0.015 0.000 30.65 30.30 523 524 75.32 10.00 3 13.00 120 1 3.068 0.008 0.000 30.30 30.12 524 525 44.59 10.00 3 13.00 120 1 3.068 0.003 0.000 30.12 30.05 525 132 13.89 3.00 3 13.00 120 1 3.068 0,000 0.000 30.05 30.05 132 526 30.60 10.00 3 8.50 120 1 2.067 0.010 0.000 30.05 29.85 A MAX. VELOCITY OF 9.23 ft./sec. OCCURS BETWEEN REF. PT. 126 AND 505 Sprinkler-CALC Release 6.0 By Walsh Engineering Inc. North Kingstown R.I. U.S.A. PUBLICS STORAGE, S. ORLANDO BLVD., SANFORD, FL 96080SMW-01, 7/4/96 WATER SUPPLY STATIC PRESSURE ( si) 62 RESIDUAL PRESSURE psi) 58 RESIDUAL FLOW gpm) 1130 BOOSTER PUMPS NUMBER OF BOOSTER PUMPS 0 SPRINKLERS MAXIMUM SPACING OF SPRINKLERS (ft) 10 MAXIMUM SPACING .OF SPRINKLER LINES (ft) 10 SPECIFIED DISCHARGE DENSITY (gpm/sq. ft.) .3 THIS SPRINKLER SYSTEM WILL DELIVER A DENSITY OF .3 gpm/sq. ft. FOR A DESIGN AREA OF 2500 SQ. FT. OF FLOOR AREA THIS SYSTEM OPERATES AT A FLOW OF 769.24 gpm AT A PRESSURE OF AT THE BASE OF THE RISER (REF. PT. 2) PIPES USED FOR THIS SYSTEM 769.24 gpm 0.00 gpm 107 PVC BLUE BRUTE (150) 111 DUCTILE IRON (350) 500.00 gpm 002 SCHEDULE 10 0.300 gpm/sq. ft. 001 SCHEDULE 40 46.16 psi DIFF 7.59 0.79 1.01 2.97 1.47 0.65 0.45 0.21 0.07 0.01 0.00 -0.02 0.55 0.75 0.64 0.67 -0.06 0.00 0.03 0.01 1.19 0.69 0.45 0.25 0.09 0.00 0.95 0.98 0.69 0.44 0.25 0.09 0.03 0.00 0.66 0.65 0.40 0.22 0.09 0.01 0.43 0.16 0.13 0.73 0.57 0.35 0.18 0.06 0.01 0.20 SPECIAL HYDRAULIC NOTE BECAUSE OF SHORT SCHEDULE AND HOLIDAY SCHEDULE, NO FIELD MEASUREMENTS HAVE BEEN MADE AS OF THIS DATE OF THE AREA WATER FLOW PRESSURE/VOLUME CHARACTERISTICS. IT IS RECOGNIZED THIS IS REQUIRED BY FLORIDA LAW. THE MEASURMENTS ARE SCHEDULED FOR JULY 10, 1995 WITH THE CITY OF SANFORD. THE MEASUREMENTS ARE INTENDED TO VERIFY THE ACCOMPANING HYDRAULIC CALCULATIONS WHICH USED ASSUMED MUNICIPAL MAINS PRESSURE/VOLUME PERFORMANCE. IF REQUIRED, DESIGN WILL BE ADJUSTED TO MEET THE PERFORMANCE OF THE MUNICIPAL MAINS. SPECIAL OCCUPANCY CONSIDERATIONS: IT IS TO BE NOTED THAT THIS FACILITY HAS BEEN GRANTED PERMISSION TO INSTALL CERTAIN FIRE PROTECTION FEATURES AS ALTERNATE METHODS OF PROTECTION. THE STANDARD BUILDING CODE REQUIRES ONE -HOUR SEPARATION BETWEEN TENANTS AND ONE -HOUR SEPARATION BETWEEN THE TENANT SPACES AND THE MEANS OF EGRESS CORRIDORS. IN LIEU OF THE ONE -HOUR SEPARATION BETWEEN TENANT SPACES AND MEANS OF EGRESS, THE AHJ HAS ACCEPTED THE FOLLOWING PROPOSAL FOR APPLICATION IN THE S-STORAGE PORTION OF THE FACILITY. 1. SPRINKLER DENSITY IS INCREASED FROM ORDINARY HAZARD GROUP 2 TO EXTRA HAZARD. THIS EQUATES TO A CHANGE FROM 0.2GPM/SQ. FT/1500 SQUARE FEET TO 0.3GPM/SQ. FT/2500 SQUARE FEET. 2. A PROPERLY ENGINEERED SMOKE DETECTION SYSTEM IS TO BE INSTALLED IN THE S-STORAGE OCCUPANCY. SIGNALING WILL BE INCLUDED. THE BALANCE OF THE FACILITY WILL BE PROTECTED BY A SPRINKLER SYSTEM AS' REQUIRED BY THE SBC, THAT IS, LIGHT HAZARD, 0.11 GPM/SQ FT./1500 SQUARE FEET. THIS FACILITY IS LOCATED AT 2905 S. ORLANDO DRIVE. SANFORD, FLORIDA. THE BUILDING CONSTRUCTION TYPE IS SBC TYPE 1V. THE AREA OF THE TOTAL STRUCTURE IS 18,500 SQ FT. THIS INFORMATION IS PROVIDED BY THE FIRE PROTECTION ENGINEER OF RECORD. SPECIAL REQUIREMENTS OF FLORIDA STATUTES; ELEVATOR FIRE PROTECTION FEATURES IN ACCORDANCE WITH FLORIDA ADMINISTRATIVE CODE 4A-47 FIRE PROTECTION INSIDE AND OUTSIDE CONTRACTORS TO POSSESS QUALIFICATIONS AND CERTIFICATIONS IDENTIFIED IN FS633 AND FLORIDA ADMINISTRATIVE CODE 4A-46. ALL FIRE ALARM CONNECTIONS MADE TO FIRE PROTECTION SYSTEMS SHALL BE MADE BY LICENSED FIRE ALARM CONTRACTORS MEETING REQUIREMENTS OF FS633, FS553, AND FLORIDA ADMINISTRATIVE CODE 4A-48 ALL FIRE SAFETY AND LIFE SAFETY SYSTEMS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH FLORIDA ADMINISTRATIVE CODE 4A-3. ALL FIRE SUPPRESSION AND FIRE ALARM SYSTEMS SHALL BE SUBMITTED AT TIME OF APPLICATION FOR BUILDING PERMIT AS COMPLETE ENGINEERING DOCUMENTS IN ACCORDANCE WITH FS553, FS633, AND DPR ADMIN LAW FOR LIFE SAFETY SYSTEMS. THESE DOCUMENTS SHALL BE SIGNED/SEALED/DATED BY THE ENGINEER OF RECORD. CONTRACTOR WORKING DRAWINGS ON THIS PROJECT SHALL BE REVIEWED AND APPROVED BY THE FIRE PROTECTION ENGINEER OF RECORD BEFORE APPROVAL BY THE AHJ. HYDRAULIC CALCULATIONS FOR S-STORAGE PORTION Of THE BUILDINGn E",�,„ MOST HYDRAULICALLY REMOTE G�� ,5,aPROTECTION mm ENGINEERING OMAKDO. FL 407-362-1644 v .,) 9 DEMAND DENSITY bl�. GPM -i AREA, 2500 SQ FT s�� ►I I�5>� (�� I I I I I 1 ►25" II 2 1 IT (ZhO 5" .-�--.—...._.c_.__v.i...' .« - .... _. - ..W�..i._-cam_._ _.>:^z__-c__t_..a._. ss�G'� t=.... c.._:=.tt_=-•='�1'--:_L--.:.-_ .__'�-..:. _.>:'^.z=. ._. :� (�09) R I I { 2.5 ' � I I II t�..-__._._'"__'._.., __.-..._......._..- .._..__�_-�:: � =_ ���-.:.ter..-=.�I _-_�=-_K: =—�I ='��'�-�. :-� _._.=—•-y^-�.'.-�_ I�.:^ =:—.w- =•"�__ � __— � =_�� :�_-� =-��.� �_:-_—^r—_==._..^ '.:-. _-; :—= _._..^_.'_'_':�I �j�._-.....'• .� ._ .-_......_ r.�{_---.'_---- .= .._._......._ .�� � _—..._...._� ..{ IT— =—_�. _--. ____.-v IN/DRAIN FOR REMOTE DEMAND ' AREA ENLARGEMENT DRAIN ARRANGEMENT � 4 .. _-.-.. ..,.-. .. ... _.,_.: �.,;:' _.. .. � --� s' .t j -, �'•.�,t �' i?- ,me'+-:�,� r',... �'$i-*. ix..i:"z�.2a ry •3,�. ,5, 3�''..� 1 s - .,:,-- MUNICIPq AIN g ON HW'f�17 92 FS633 FP POINT OF SERVICE , SEE DETAIL 1—C, bW FP03 TYPICAL I SEE gETAIL 1—�F, DWG FP03, TYPICAL TAMPER SWITCHES —MUNICIPAL MAIN PIT VALVE FS633 POS BACKFLOW PREVENTER WITH VALVES ENLARGEMENT BACKFLOW PREVENTER FS633 POS THIS LINE EXTENDS g" TO THE NORTH. IT IS AN EXISTING LINE. CALCULATIONS BY SITE ENGINEER SHOW ABILITY TO SUPPLY 500 GPM HYDRANT FLOW IN FRONT OF OCCUPANCY AND 800 GPM AT BASE OF BUILDING RISER HEAD BOX DETAIL 1—G DWG FP03 SECTION VALVE FOR GLOBE VALVE FOR -IT HAZARD I DRAIN SECTION VALVEENLARGEMENT / SECTION VALV NG FOR EX HAZARD v-- ELECTRIC BELL SYSTEM/TEST DRAIN WALL POST RISER ROOM INDICATOR VALVE THIS LINE EXTENDS 70' TO WEST AND TEE'S INTO MUNICIPAL MAIN RUNNING NORTH AND SOUTH PAST OCCUPANCY. FS633 POS IS LOCATED AT TEE INTO MUNICIPAL MAIN. SEE CIVIL ENGINEERING SITE PLAN. U o2j�;� t�� 9 ONANDO, 407-=-26" LMOOO6720 f'• �1eir iv, 3 3 p P' r+i x r0 C�wA n [ TUM pia f oe ortEena+) V -F FM DMgEn TIYF ruur. � 11C araa.0 VANE TYPE WATERFLOW AwmAr Tn wErAap ESSARI w PH£IENT FALSE. AL"S A unrc Es UstALLY STITCH MTH RETARD ADEQUAIE FCR fHtH. FKr�FY 16 SET 10 V 1-A FLOW S W I T C H VAWF TAKE CLOT A B C WEIGHT 1' 4.5 2.78' 7" 4' 4.8 Ib6. 1 1 /4 6.'Y 3.S7' E.25 w B.5 L& SURE - TESL` G� G/J INNOVATIONS, INC. JP.O. BOX "a? xTAF FAM n SM14 (305) 821-5554 I-B ITV DRAIN VALVE ek Upright Automatic Sprinkler Technlcnl M Data Mxk1 A Style UprtgN u' Nrxiard Ubpa ✓Slag K Facta- Tt.nrad 'rl 5.8 h' N P.T. -pmp. Fuing .rid Frame Arm Color ta5 Fai-c Lhmiaod Approvals: U.I- U.L.C_ F.M.. MEA 1 e V.D.S.. I PC ES I5es febirLvr �j Vgxlrnurs Wraknwm_ -u O Preu17S p. Orifice/_ Faddy hydra Text Text 500 p.a.l. Standard Finlanaa: trnna, Automatic Sprinkler I-C UPRIGHT SPRINKLER I-D FDC «� �T ``'�=-'' 1-F PENDENT I-E TYPICFlL SEtiII-RECESSED I-G SPARE HEAD DETAIL - f BUTTERFLY VALVE SPRINKLER SUPPLY f— WOOD JOIST O LAG SCREW AND WASHER AS PER NFPA #13�rusEx a.A++P FI � TIP BEAM CLAMP 01 o CONCRETE FASTENER AS PER NFPA #13 �' — EYE ROD AS PER NFPA #13 ALL THREAD ROD -- ALL THREAD ROD q 02 3/8' FOR 1' TO 4' PIPE 3/8' FOR V TO 4' PIPE 1/2' FOR 5' TO 8' PIPE RISER CLAMP DETAIL NOT TO SCALE 1/2' FOR 5' TO 8' PIPE --ADJUSTABLE SWIVEL RING 6 �— ADJUSTABLE SWIVEL RING -- ADJUSTABLE SNIVEL RING DETAIL - A HANGER DETAIL NOT TO SCALE EYE ROD DETAIL NOT TO SCALE HANGER DETAIL NOT TO SCALE DETAIL - C DETAIL - D 1" FIRE PROTECTION SCHEMTIC REPRESENTATION BRANCH LINE G PIPE TONPROPERLY DRAIN, UPRIGHT BRASS FIRE SPRINKLER — 1 TO 2 INCHES BELOW I' GLOBE VALVE SPRIG UP BOTTOM OF CONCRETE JOISTS. FIRE PROTECTION FIRE MAIN I' GALVANIZED NIPPLE BRANCH LINE I' GALV, ELBOW — x ® o SMOOTH BORE CORROSION INSTLL TEE WITH OUTLET POINTING UP FOR SPEC BUILDING RESISTANT OUTLET GIVING SCHEMATIC DIAGRAM OF TRANSISTION i� THE SPRINKLERS SHALL BE LOCATED FROM MAINS TO BRANCH LINES FLOW EQUIVALENT TO ONE WITHIN 22' OF CEILING SLAB. Elevatlon TYPICAL RETURN BEND SPRINKLER, NOT TO SCALE IT IS INTENDED THAT WHEN A DROP CEILING IS INSTALLED, THE BRANCH PIPE WILL BE ROTATED AROUND 180 DEGREES SO THE TEE POINTS DOWN TO PROVIDE DETAIL - E WET PIPE SYSTEM TEST CONN. SERVICE TO CENTER OF TILES BELOW. DETAIL-H SCHEMATIC — NOT TO SCALE DETA I L - G DETAIL - F NTS 4- DISCHARGE GUAGE----- 2' ANGLE VALVE, 2" DRAIN TO EXTERIOR COORDINATE EXACT LOCATION WITH G.C.---! 6" RISER TO TRIM ' SERVICE FROM OUTSIDE E BUILDING. COORDINATE WITH UNDERGROUND. FLOOR SLAB FLOW OVER TO FLOOR 1 SPRINKLER GRID INSTALL FLOW & TAMPER AT EACH FLOOR LATERAL �4' CHECK VALVE 4" FROM M 1� Irl L=_ SIAMESE CONN. 6-INCH CHECK VALVE 6-INCH OS&Y GATE VALVE, TAMPER SW SUPPLY GUAGE DETAIL -2 ENLARGED VIEW RISER ASSEMBLY SPECIAL REQUIREMENTS OF FLORIDA STATUTES; ELEVATOR FIRE PROTECTION FEATURES IN ACCORDANCE WITH FLORIDA ADMINISTRATIVE CODE 4A-47 FIRE PROTECTION INSIDE AND OUTSIDE CONTRACTORS TO POSSESS QUALIFICATIONS AND CERTIFICATIONS IDENTIFIED IN FS633 AND FLORIDA ADMINISTRATIVE CODE 4A-46. ALL FIRE ALARM CONNECTIONS MADE TO FIRE PROTECTION SYSTEMS SHALL BE MADE BY LICENSED FIRE ALARM CONTRACTORS MEETING REQUIREMENTS OF FS633, FS553, AND FLORIDA ADMINISTRATIVE CODE 4A-48 ALL FIRE SAFETY AND LIFE SAFETY SYSTEMS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH FLORIDA ADMINISTRATIVE CODE 4A-3. ALL FIRE SUPPRESSION AND FIRE ALARM SYSTEMS SHALL BE SUBMITTED AT TIME OF APPLICATION FOR BUILDING PERMIT AS COMPLETE ENGINEERING DOCUMENTS IN ACCORDANCE WITH FS553, FS633, AND DPR ADMIN LAW FOR LIFE SAFETY SYSTEMS. THESE DOCUMENTS SHALL BE SIGNED/SEALED/DATED BY THE ENGINEER OF RECORD. CONTRACTOR WORKING DRAWINGS ON THIS PROJECT SHALL BE REVIEWED AND APPROVED BY THE FIRE PROTECTION ENGINEER OF RECORD BEFORE APPROVAL BY THE AHJ. S PAM S Ewwaym Smvicw FIRE PROTECTION i G 9 ENGINEERING oR1UHM R 1 407-3n-964 1, E90006720 D z w 0 cL s z 0 0 w al a� Lo m cri 0 n U QJ O CL 0 i r �n w Z LiJ O Q S G O CU L� CV O t r Ln co 4 Y Z LLJ O Q Q Z O LE) Q7 Ol m Ln CO U CD CD cj (1) m � � O Q Ln co 7 Z W ED 0 CD l0 cn cn �n a C a R cr z c c I2 3 4 5 � � SHELL ENGINEERING CONSULTANTSD, 25'-m' 25'-0' 251-0' �_4. 1491 SECOND STREET, SUITE A 20'-0' 20'-0' 25'-m' �- -- —1 r - �i SARASOTA, FLORIDA 34236 r - co _ A PH: 954-0681 FAX: �941� 941 954-0483 I I E I , I I G I H I j G i G F2 FI I 53, I , TYPICALLY DENOTES wl HAIRPIN 1 I I I BY 20' (TONG IN SLAB ON GFZADE Fa I I I I AT ALL PERIMETER COLUMN --�- 53 LOCATIONS. -- I I I I , I I � — — 1 , CCJ I -------- ---,------- , — — — — — — — — — — — — — — — — — — — —,— — — — — — — — — — — — I 4THICK CONCRETEI41 ; TYPICALLY DENOTES I05 IN 3000 f�SI ' SLAB ON GRA I I CONCRETE FILLED CELLS AT WALLI I I REINFORCED WITH 6x6-Wl. x WIA W.W.M. GdRNERS, EACH SIDE OF EACH OFIENING I OVER (o MIL POLYETHYLE E VAPOR I I I AID AT 4'-0' O.C. MAX. (ENDWALIIS) I BARRIER WITH TAPED JO T5, ON I , GGJ d� COMPACTED, TREATED SOIL. I I —}- I I o I , F3 I I I I I I i C II CI - 16'x3a' CONCRETE COLUMN W/ aol VERT. CCJ I ------------ ----- _--I___-- -� I i 03 TIES 1, 14' O.C. ------------I------------ g �. --------1------------------1----------------------I------------ , 8 8.1 (a'xl6' ABOVE +10'-m' W/ 4"�1 VERT., I , I 03 TIES 4 a' O.C., 48' LAP ON VERT. STEEL) C2 - a'xl6' CONCRETE COLUMN W/ 4*1 VERT. GGJ 03 TIES a a' O.G., 48' LAP ON VERT. STEEL) I I I I I r C3 - 8'x24' CONCRETE COLUMN W/ II VERT. E 1 03 TIES tv a' O.C. C4 - 16'x16' MASONRY PILASTER COLUMN W/ 405 VERT., 1*3 TIES m 12' O.G. C5 - 16'x30' CONCRETE COLUMN W/ ,501 VERT. I I 31 3, U I u l "3 TIES e 14' O.C., 53 I I u I I CCJ I (a'xl6' ABOVE +10'-0' W/ 401 VERT., I I I I iCCJ(TYPICA LY DENOTES 1/8I' ' W)!iDE I - _ _1 - - 03 TIES 8' O.C., 48' LAP ON PERT. STEEL) I ; I BY D EP 5AWICUTS MADE I I I I I ' I , I WITHIN 12 HOURS OF CONCRETE I F6 I I ; POUR) i i I I C j E 53 C C YI ------------- ------I- I I '.... •...... I I � , I I ; , I i ,r , V � � I d •• i � •. a t I H VEH HI 0 i I Ui vl , I ' ("- It I F 4 ; r— CCJ _t . J i --i-,�-()-j - I I II I , J CENTER FOOTING q , 40'-0' I _ I J ; `� , ONIEXT. FACE II I I OF ,STEEL COL. H — 'I I I I IclCjI I ------+; -------- --- � I CCJ 1i I CI COL. 2 I I E , I I I I I ; I 53 I• I rn5l INC. 96069 FOUNDATION NOTES I I 53 S HAVE BEEN DESIGNED FOR THE AI I I I I I - - l. FOOTING ASSUMED COLUMN REACTIONS CCJ _ r GIVEN IN THE FOOTING SCHEDULE, PRE-ENGINEERED METAL BUILDING I I I I I I I I I I SYSTEM SHOP DRAWINGS INDICATING ALL COLUMN REACTIONS SHALL BE , I SUBMITTED AND APPROVED PRIOR TO ANY FOUNDATION CONSTRUCTION. I , 2. METAL BUILDING DESIGNER SHALL ENDEAVOR TO SIZE ANCHOR BOLTS I I 1 THAT CAN BE FULLY DEVELOPED IN THE DEPTH OF FOOTINGS SHOWN ON THE PLANS. II I I I I I 3. FOOTINGS SHALL BE FOUNDED ON SOIL OR ENGINEERED FILL CAPABLE I I I I I ' ( OF SUSTAINING 2000 POUNDS PER SQUARE FOOT. I I , CCJ I I CCJ i ----------------------T--------I 4. SOIL OF THIS CAPACITY IS ASSUMED TO BE FOUND AT THE ELEVATIONS - - - - - - - - - - - -�- - - - - G SHOWN. ANY VARIATIONS MUST BE REPORTED TO THE ENGINEER BEFORE I I I I , I I • 1 PROCEEDING WITH THE WORK I I I I I I 5. THE SOIL PRR EPAATION RECOMMENDATIONS OF A SOILS CONSULTANT ARE TO BE FOLLOWED AS DIRECTED. I I I 6. SOIL AT UNDERSIDE OF FOOTINGS IS TO BE INSPECTED AND APPROVED r BY A REPRESENTATIVE OF THE SOILS CONSULTANT BEFORE POURING I I I I �I � CONCRETE, U� _I -1. TOP OF SLAB ON GRADE TO BE AT DATUM ELEVATION OF 0'-0' EXCEPT AS NOTED ON ARCHITECTURAL DRAWINGS. I I I I B a. TOP OF COLUMN FOOTINGS AND WALL FOOTINGS TO BE AT TOP OF SLAB r ELEVATION, EXCEPT AS NOTED. I I I I I I I ( 9, CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS. I I I I 10. REINFORCEMENT SHALL CONFORM TO ASTM A615 GRADE 60, WITH A , I I I I I E YIELD STRENGTH OF 60,000 PSI. I I I , I 53 I I , I CCJ I I II. COORDINATE ALL DIMENSIONS WITH THE ARCHITECTURAL DRAWINGS.-------------------i_----------1------------------1--------� _-CCJ _1 I ---------- REPORT — —I— — — — — — — — — — — — — — — — — — — — — — — — —I— — — — — — — — — — — — — , • ANY DISCREPANCIES TO THE ENGINEER. 12, SLAB ON GRADE IS TO BE 4' THICK, REINFORCED WITH 6x6-W1.4xW1.4 I WELDED WIRE MESH. PROVIDE SAWCUT CONTROL JOINTS AS SHOWN ON II I I PLAN AS SOON AS DURING ALLOWS, BUT NOT TO EXCEED 12 HOURS FROM , I r__ 7 PICALLY DENOTES 1+5 IN 30001 PSI I I I I I CONCRETE FI LED CELLS AT WAL� THE TIME OF POUR I i 13. PROVIDE 6 MIL POLYETHYLENE VAPOR BARRIER UNDER SLAB ON GRADE. I i , I C RNERS, EA H SIDE OF EACH OPENING LAP II MINIMUM. , I ' AtID AT a'-m' O.G. MAX, (FRONT ND CCJ I - - - I 14. GRID LINES AND CENTER LINES OF COLUMNS AND FOOTINGS ARE AR WALLS) , _ F4 COINCIDENT UNLESS OTHERWISE SHOWN ON PLAN OR SECTIONS. I F4 I NOTES ON SHEET 54. I I 53 I 15. SEE GENERAL I SCALE:FOUNDATION FLAN // I I G G E ��"" I A • - I Ir' � • f -1 ' I r' T -1 i A r � j___ - -r Li �- -- -� I2 2- 53 1 I 53 S C4 COL. C5 COL. 1 1> ClG 9.1ri • .�m ©� ■■-j---m-■■-/-- / ■■ „. ./ Z W 0 Fr a -s Z O Cl lD M m C�7 CU O U U O CD -r CV Cr CV CIl Z O O HI z w 0 ICE a s z 0 0 Lo rn rn m N a LC) 0 m U CD 0 cv m cn z 0 0 MIN STRUCTURAL STEEL COLUMN FRAME BY PRE-ENG, TOP OF PARAPET Aj MTL BLDG. FA15 I CONCRETE FOOTING AT EL. IV-0' STEEL FRAMES. SEE SNELL ENGINEERING CONSULTANTS, INC. SCHEDULE FOR SIZE __CONCRETE BEAM S' MASONRY WALL 4' TNICK CONCRETE SLAB AND REINFORCEMENT ROOF PURM LSEE SCHEDULE 1491 SECOND STREET, SUITE A 8' MASONRY WALL W/105 IN CONCRETE ON GRADE, REINFORCED FOR SIZE d F FILLED CELLS WHERE WITH (ox6-WI.4xWI.4 TOP OF BEAM W/105 IN CONCRETE SARASOTA, FLORIDA 34236 *5 DOWEL AT SHOWN ON PLAN WELDED WIRE MESH EL. 10'-0' FILLED CELLS a 45' PH: 941 954-0681 O.C. FAX: M1 954-0483 m69 EACH FILLED l CELL VERTICAL 4' THICK CONCRETE SLAB— (30' MIN. LAP) ON GRADE, REINFORCED WITH 6x�-W1.4xW1.4 • ' x •�=x=x CONT. CONC. TIE BEAM _ TOP OF PARAPET WELDED WIRE MESH , '•' SEE SCHEDULE FOR SIZE REINFORCING TOP OF BEAM '• .'' `i... EL. 11'-8' EL. 14'-8' x� . x� x fix..• ... � • •: � "''.:, ' .. • :� ' CONT. K.O. BLOCK FILLED CONT. 8 x12 CONC. TIE . SOLID W/ 3000 pat CONC. BEAM. SEE BE SCHEDULE AND 105 CONT. FOR REINFORCING STEP • — — — , : 5/8' CDX PLYWOOD —III—IIII j-: .' 8' MASONRY WALL ...: � • — — . `' •• — _ .`,..:.4 . •:.:1 •. ." SHEATHING TOP OF BEAM AS REQUIRED -�� =III -III -III- W/1«5 IN CONCRETE FOR ANGLATTACHMENT OF STEEL -- - • '.l ..•!..A •t "'� •�. ' , �•' ' ' r ...• .1.. FILLED CELLS WHERE —III —III I I— SHOWN ON PLAN — — — — — — 8' MASONRY WALL =1( ' ° . ( W/1+5 IN CONCRETE FILLED CELLS WHERE ROOF PURLIN =III =III—III=1 I I CONT. CONCRETE III•— _ _ _ _ _ _ _I i I , FOOTING. SEE _ — — — — — — — — — SHOWN ON PLAN SCHEDULE FOR i I I-III-III--III-III-III- 1-III -III -III' �,COGL 4'x6'x3�' STEEL + :; ANGLE W/a%s' Dta. A. TOP of BEAM SIZE REINF. CEE18+�2d' O.Ci + I BOLTS ® 48' Off. VARIES — — — — — — ANCHOR BOLTS AS REG2'D BY PRE-ENG I 5/8' CDX PLYWOOD CONT. d'x6'x3�' STEEL MTL BLDG. FAB'R 6TD14 CONT. W/ 1/2' DIA I SHEATHING ANGLE WAla' DIA. A. EXP, ANC S * 36' I I CONCRETE BEAM • ' BOLTS o 48' O.C. SCALE: 3/4' ■ i'-0' I I . SCALE' 3/4' =1' -0' SCALE: 3/4' -1' -0' 4CEE18 24' I :: SEE SCHEDULE I I FOR SIZE < REIN. CONT. K.O. BLOCK FILLED 4' TNICK CONCRETE SLAB CEE18*24' O.Ci + + I SLOPE SOLID W/ 30mfD psi CONC. GRID AND 105 CONT. 8' MASONRY WALL —� ON GRADE, REINFORCED a, M IN CONCRETE WITH (ox(o-W1.4xW1.4 4TD14 CONT. W/ 1/2' DIA + I WELDED WIRE MESH EXP. ANCHORS � 48' CEE18�2d' O.Cr + I FILLED CELLS WHERE TOP OF BEAM COLUMN BEYOND TOP OF BEAM SHOWN ON PLAN STRUCTURAL STEEL -- 16'x1ro' MASONRY COLUMN EL. 10'-0' r SEE SCHEDULE FOR REMF, �,TD14 CONT W/ I/2' DIA I EL. 10'-0' "5 DOWEL AT FRAME BY PRE-ENG. EXP, aNCH 36' i i 8'x16' CONC. TIE BEAM EACH FILLED MTL BLDG. FAB'R 24'I W/d'S CONT,-�3 STIRRJ..IPS C VERTICAL a EACH 4-3i{' DIA BENT THREADED 4CEE18 ELL HAIRPIN E SCALE 3/4'=1'-0' 24' O.C. (30' MIN. LAP) EXTERIOR COLUMN 4' THICK CONCRETE SLAB RODS WITH 24' NOOK (SEE PLAN FOR ON GRADE, REI NFORCED DOUBLE NUT ATTACHMENT EE18�24' O.Ci' I ANCHOR BOLTS AS SIZE) r 8' MASONRY WALL WITH �ox(o-WI.4xWl.4 t0 STEEL FRAME FLANGE• 4TO14 CONT. W/ Ill DIA REO'D BY PRE-ENG WELDED WIRE MESH EXP. ANCHORS # d8' W/li5 M CONCRETE MTL BLDG. FAB'R Q SCALE' 3/4'=I'-0' FILLED CELLS WHERE xxl>v� _Ixx--oX @ -� SLOPE CONT. CONe. TIE BEAM sHOII,N ON PLAN -- — SEE SCHEDULE FOR it . SIZE +REINFORCING TOP OF PARAPET III —III I ,: =III=1I1= •---�__ GRID ............. _ — — _ — 8' MASONRY WALL EL. 18'-®' ............... . I —I 11=1 I-1 11--1 I I;, _ ........................ . W/1"5 IN CONCRETE CONCRETE BEAM — .......................... .. - —I 1I- ., . *.':::•..�:• —I _ FILLED CELLS WHERE (BEAM < COLUMN 5/8' CDX PLYWOOD SEE SCHEDULE =IIIIII- SHOWN ON PLAN _ _ W12x26 SHEATHING FOR SIZE / REINF. •° I I —I III= METAL BUILDING FRAME - •'' — - —I r ' ' — =I I I= -.� ®•' a: ."4 III- - =I SEE ARCHITECTURAL SLOPE DRAWINGS 6TD14 CONT. —I I —i —_ —_ _— — — •• _ 2�sCEE20 +� 24' NC. AM I i I 6CEE18w24' G. EY - — — — _ —III= III —III —I I• I-1 I I� I I I III —I -III— — — — -- TOP OF BEAM +I I + I 8' MASONRY WALL I I„, I I I , ,III ; ,III ; . ,III ; ,III ; ,III , ; , I CONCRETE FOOTING EL. I I W/1 >N CONCRETEK'r- CONCRETE FOOTING AT I I I I TYP. FILLED CELLS 0 48' STEEL FRAMES. SEE SEE PLAN AND SCHEDULE 3/16' O.C. FOR SIZE AND REINF.K CONT. L 3'x3'xl/d' I CJ 5CHEDULE FOR SIZE SCALE' 3/4'=1'-0' SCALE' 3/4'=I'-s'0' ANGLE WELDED n I 4CEEIO 24 MA30NI�Y WALL SCALE' 3/4' =1' -0' AND REINFORCEMENT TO STEEL BEAM m-- „- 4CEE18*24' G. BEYOND 4TD14 CONT. �JI _ > 1/2'x8'xlO' LONG - 1 W/d-liz' DIA, x 8'+ I - I ROOF PUR-M 3' HOOK I—16'xl6' MASONRY COLUMN 8' MASONRY WALL 8' MASONRY WALL __ ___ SEE SCHEDULE FOR REINF. CENC. B aM W/105 IN CONCRETE W/1"5 IN CONCRETE FILLED CELLS WHERE FILLED CELLS WHERE SHOWN ON PLAN SHOWN ON PLAN TOP OF BEAM - EL. 10'-0' I 05 DOWEL AT 05 DOWEL AT CONT. CONC. TIE BEAM a' EACH FILLED SEE SCHEDULE FOR "Q v EACH FILLED 4' THICK CONCRETE SLAB.�...�.�......•.'............. . CELL VERTICAL 4' THICK CONCRETE 5LA5 CELL VERTICAL SIZE f REINFORCING (30' MIN. LAP) ON GRADE, REINFORCED (30' MIN. LAP) ON GRADE, REINFORCED Q WITH G x(o-WI.4xW1.4 WITH 6x6-W1.4xW1.4 a' WELDED WIRE MESH 8' WELDED WIRE MESH 8' MASONRY WALL ......... SLOPE W/105 IN CONCRETE ........ FILLED CELLS WHERE r : SHOWN ON PLAN SCALE' 3/4' =1' -0' 1xx;�,� x x` : �c maIlk ,V x':,-—``-. ,® EAM PRE -CAST LINTEL FILLED _ —_— =11 I —III —I I —I —III—III—III—I I SOLID W/ 3000 pel coNc: CONCRETE BEAM ' III —I I i—I I i I I 11= AND I"5 CONT, _EL �'_li' SEE SCHEDULE I —III III-1 I I— e =1 I +'• *: III FOR SIZE < REINF. :III— j "4� III I I i 1= WALL BEYOND _ _ _=1II CONTINUOUS CONCRETE — . _ _—III =III —III —I I FOOTING AT ENDWALLS I I -III —III I I —III—_ TOP of PARAPET CONC. COLUMN ........... -III—III SEE PLAN AND SCNED. BEYOND CONCRE E BEAM —III—III—III—III—III— FOR SIZE AND REINF. CONT. KO• BLOCK FI1..LED EL. 14 -8 CONTINUOUS CONCRETE SOLID W/ 3000 pa( CONC. SEE SCH DULE FOOTING AT ENDWALLS AND 105 CONT, FOR SIZE'4 REINF. 5 SEE PLAN AND 5CNED. ROOF PURI..IN 5CALE 3/4' = I'-O' SCALE 3/4' = I'-0' FOR SIZE AND REINF. SCALE' 3/4' =1'-0' �— _ . 8' MASONRY WALL SCALE' 3/4 ■ I -0 W/1+5 IN CONCRETE FILLED CELLS WHERE SHOWN ON PLAN CONT. K.O. BLOCK FILLED ROOF PURL.IN SOLID W/ 3000 pel CONC. GRID AND 105 CONT. 05 DOWEL AT 4' THICK CONCRETE BLAB EACH FILLED 8' MASONRY WALL ON GRADE, REINFORCED 5/8' CDX PLYWOOD CELL VERTICAL \ W/lw-? IN CONCRETE WITH (ox(o-WI.4xWI,4 SHEATHING (BEAM < COLUMN 5/8' CDX PLYWOOD (30' MIN. LAP) FILLED CELLS WHERE WELDED WIRE MESH TOP OF BEAM SLOPE TOP OF BEAM 1 SHEATHING SHOWN ON PLAN EL. VARIES _ — — — — ' 4' THICK CONCRETE SLAB SLOPE — — — — CEE18�2d' O.C� * + i ` �`' EL. Im'-0' SLOPE ON GRADE, REINFORCED CONCRETE BEAM 6tD14 CONT. I I WITH 6x6-W1.4xW1.4 ..: x •. ;..X �..' X . ': "X I SEE SCHEDULE FOR 21izCEE20 a 24' � ' — T1�'fi"=TT — CONT. VAV CONC. RAKE 6TD14 CONT. W/ 1/2' DIA I i ,:. SIZE f REINFORCING TOP OF BEAM +I I + I 6CEE18�24 C. WELDED WIRE MESH _ _ ' " •' SLOPE _ —III—III,n '.—III—III—III BEAM. SEE BEAM SCHEDULE EXP. ANC 36' I I FOR REINFORCING , 4-3/4' DIA BENT THREADED _ 4CEE18 24 I I RODS WITH 24 HOOK �L I(� -1 III • - _—_III • , TYP. 0 'x�.'... DOUBLE NUT ATTACHMENT I I I I 3/16' ..:: GEE18e24' O.G.I ` + I TO 3TEEL FRAME FLANGE. ANGLE L WELDED • :: i '_ , III —III III— --' ANGLE WELDED 4TD14 CONT. W/ 1/2' DIA I iNCx TO STEEL BE ++I I + +I 4CEE18+924' C. I� 1 8' MASONRY WALL _ EXP. ANCHORS 0 48' METAL BU LD CONTINUOUS THICKENED SLAB W/15 M CONCRETE CONC. COLUMN FRAME BEYOND 4TD14 CONT. I— III —III— I I EDGE, SEE PLAN AND SCHEDULE FILLED CELLS WHERE BEYOND _ FOR SIZE AND REINFORCING. SHOWN ON PLAN WI2x2ro 11-41 COLUMN BEYOND CONT. CONCRETE FOOTING. SEE � IO SCHEDULE FOR SIZE t REINF. SCALE' 3/4' =1'-0' SCALE' 3/4' =1' -0' SCALE' 3/4' = I'-0' SCALE 3/4' = I'-0' t-i z w 0 Z 0 0 rn Ln Lr) 63 0i 0 CO U 0 3 cc z 0 0 DESIGN 1. THE STRUCTURE DESCRIBED ON THE STRUCTURAL DRAWING5 HAS BEEN DESIGNED TO COMPLY WITH THE BUILDING CODE HAVING JURISDICTION IN THE AREA IN WHICH THE 5TRUCTURE IS TO BE ERECTED. REFER TO THE NOTES UNDER THE PLANS FOR THE DESIGN DEAD LOADS. GENERAL 1. REFER ALSO TO NOTES UNDER THE PLANS AND SCHEDULES ON THE STRUCTURAL DRAWINGS. FOR TYPICAL DETAILS, SEE STRUCTURAL DRAWINGS. ALL CODES, MANUAL, STANDARDS AND SPECIFICATIONS REFERRED TO SHALL BE THE LATEST EDITIONS INCLUDING ALL REVISIONS AND ADDENDA. 2. ALL DIMENSIONS OTHER THAN PURELY STRUCTURAL DIMENSIONS SHOWN ON THE STRUCTURAL DRAWINGS MUST BE CHECKED AGAINST THE ARCHITECTURAL DRAWINGS AND ANY INCONSISTENCIES REPORTED IN WRITING TO THE ARCHITECT AND ENGINEER OF RECORD PRIOR TO PROCEEDING WITH THE WORK STRUCTURAL DRAWINGS MUST NOT BE SCALED. 3. OPENINGS, TRENCHES, PITS, EQUIPMENT BASES AND MECHANICAL EQUIPMENT, WHERE SHOWN ON THE STRUCTURAL DRAWINGS ARE INDICATED ONLY APPROXIMATELY AS TO SIZE AND LOCATION, REFER TO ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS FOR LOCATIONS,SIZES OF EQUIPMENT, OPENINGS, PITS, TRENCHES, BASES, SUMPS, SLEEVES, DEPRESSIONS, GROOVES AND CHAMFERS NOT INDICATED ON THE STRUCTURAL DRAWINGS. 4. UNLESS SPECIFICALLY NOTED OTHERWISE ON THE 5TRJCTURAL DRAWING5, NO PROVISION HAS BEEN MADE IN THE DESIGN FOR CONDITIONS OCCURRING DURING CONSTRUCTION. THE CONTRACTOR IS TO PROVIDE ALL NECESSARY BRACINGS AND SHORING REQUIRED FOR 5TRE55E5 AND INSTABILITY OCCURRING FROM ANY CAUSE DURING CONSTRUCTION. THE CONTRACTOR SHALL ACCEPT FULL RESPONSIBILITY FOR ALL SUCH MEASURES. 5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE ALL NECESSARY BRACINGS, SNORINGS, SHEET PILING OR OTHER TEMPORARY SUPPORTS TO SAFEGUARD ALL EXISTING OR ADJACENT STRICTURES EFFECTED BY THIS WORK. FOUNDATIONS 1. REFER TO NOTES ON FOUNDATION PLANS. 2. THE LINE OF SLOPE BETWEEN ADJACENT EXCAVATIONS FOR FOOTINGS OR ALONG STEPPED FOOTINGS SHALL NOT EXCEED A RISE OF 7 IN A RUN OF 10. MAXIMUM DEPTH OF ANY STEPPED FOOTING SHALL BE 2'-0'. 3. CAP DEPTHS AND FOOTING ELEVATIONS SHOWN ON THE STRUCTURAL DRAWINGS ARE BASED UPON INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF THE DESIGN. IF ACTUAL J055ITE OR SOIL CONDITIONS VARY FROM THOSE ASSUMED, THEN WRITTEN DIRECTIONS MUST BE OBTAINED FROM THE ENGINEER OF RECORD BEFORE PROCEEDING WITH THE WORK. 4. KEEP EXCAVATIONS CONTINUALLY DRY BEFORE CONCRETE IS POURED. IF THE 50IL IS SOFTENED BY WATER, THE EXCAVATION SHALL BE EXTENDED BELOW THE SOFTENED MATERIAL AND THE BOTTOM OF THE FOOTING LOWERED TO SUIT. BACKFILLING AND COMPACTION I. 5LAB5 ON EARTH AND ALL STRUCTURAL ELEMENTS FRAMING INTO WALLS WHICH RETAIN EARTH MUST BE IN PLACE BEFORE BACKFILLING. 2. AT GRADE WALL CONDITIONS, UNLESS THE WALL 15 ADEQUATELY SHORED, BACKFILL AND COMPACT EACH SIDE OF THE WALL SIMULTANEOUSLY. 3. UNDER SLABS ON GRADE, REMOVE SOFT SPOTS AND FOREIGN MATTER IN THE SUB GRADE (WHERE SUB GRADE CONSISTS OF COMPACTED FILL, REFER TO SPECIFIC NOTES ON THE STRUCTURAL DRAWINGS). 4, BACKFILL FOR SLAB ON GRADE, FOOTING EXCAVATIONS AND TRENCHES ONLY WIT" APPROVED MATERIAL. 5. UNLESS SPECIFICALLY NOTED OT"EFW5E, BACKFILLING SHALL BE CARRIED OUT IN MAXIMUM 8' NIGH LIFTS OF L005E FILL AND COMPACTED TO A MINIMUM OF W% STANDARD PROCTOR DRY DENSITY. 6. UNLESS NOTED OTHERWISE, PROVIDE UNDER SLABS ON GRADE A 6 MIL POLYETHYLENE VAPOR BARRIER WITH A MINIMUM OF 6' TAPED LAPS, ON A MINIMUM OF fo' OF COMPACTED GRANULAR MATERIAL. COMPACTION TO ACHIEVE A MINIMUM OF 98% STANDARD PROCTOR DRY DENSITY. SHOP DRAWINGS I. FOR ALL WORK, COPIES OF SHOP DRAWINGS AS DIRECTED WITHIN THE STRUCTURAL DOCUMENTS SHOWING COMPLETE INFORMATION FOR THE FABRICATION AND ERECTION OF THE COMPLETE STRUCTURE SHALL BE SUBMITTED FOR REVIEW BY THE ENGINEER OF RECORD. THE REVIEW SHALL NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY FORESEEING THAT THE WORK IS COMPLETE, ACCURATE AND IN CONFORMITY WITH THE STRUCTURAL DRAWINGS. ALL SHOP DRAUAW35 SUBMITTED FOR REVIEW BY THE ENGINEER OF RECORD MUST HAVE BEEN PREVIOUSLY REVIEWED BY THE CONTRACTOR AND SHALL CONTAIN THE CONTRACTOR'S 'SHOP DRAWING REVIEW STAMP' ON EACH SHEET AS WELL 45 A SIGNATURE AND A DATE REVIEWED. 1. CONCRETE MATERIALS, MIXING, PREPARATION, TRANSPORTATION, HANDLING, CURING, FORMWORK, NOT AND COLD WEATHER PROCEDURES SHALL ALL CONFORM TO BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE ACI 310 (LATEST EDITION). 2, REINFORCING STEEL, UNLESS SPECIFICALLY NOTED OTHERWISE SHALL BE DEFORMED BARS CONFORMING TO A5TM A615, WITH A MINIMUM YIELD STRESS OF 60,000 PSI. REINFORCING SHALL BE 50 DETAILED, BENT, PLACED AND SUPPORTED AS TO CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRIJCTURE5 ACI 315 (LATEST EDITION), UNLESS OTHERWISE NOTED. MINIMUM LAP FOR CONTINUOUS REINFORCING BARS TO BE THE GREATER OF 30 DIAMETERS OR 12', UNLESS NOTED. 3. MINIMUM COMPRESSIVE STRENGTHS FOR CONCRETE SHALL BE 3,000 PSI AT 28 DAYS. SLUMPS SHALL BE CONSISTENT AT 4' +/- I' UNLESS NOTED OTHERWISE. GREATER SLUMPS ARE NOT ACCEPTABLE. FOR 'READY MIX' CONCRETE, THE MAXIMUM TIME PEf�f'1ITTED BETWEEN ADDING MIX WATER AND DEPOSITING CONCRETE IN FORMS IS 90 MINUTES, GREATER TIME SPANS ARE NOT ACCEPTABLE. PROVIDE AN APPROVED WATER - REDUCING ADMIXTURE IN ALL CONCRETE, CONFORMING TO ASTM C260. ADMIXTURES SHALL CONFORM TO ASTM C494, AND BE USED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S DIRECTIONS. 4. INSERTS, FRAME -OUTS, SLEEVES, BRACKETS, CONDUITS AND FASTENING DEVICES SHALL BE INSTALLED AS REQUIRED BY THE DIRIAWINGS IN A MANNER THAT WILL NOT IMPAIR THE STRUCTURAL STREWSTH OF THE SYSTEM, BE SO INSTALLED THAT THEY WILL NOT REQUIRE THE CUTTING, BENDING OR DISPLACEMENT OF THE REINFORCING OTHER THAN AS SHOWN ON THE TYPICAL DETAILS. ELECTRICAL CONDUIT SHALL NOT BE PLACED BELOW THE BOTTOM OR ABOVE THE TOP REINFORCING, SHALL NOT PASS THROUGH A COLUMN, SHALL NOT BE LARGER IN OUTSIDE DIMENSION THAN 1/3 THE SLAB THICKNESS OR WALL OR BEAM IN WHICH IT IS EMBEDDED, SHALL NOT BE SPACED CLOSER THAN 3 DIAMETERS ON CENTER, UNLE55 APPROVED, AND HAVE A MINIMUM CONCRETE COVER OF I'. OPENINGS AND DRIVEN FASTENERS REQUIRED IN THE CONCRETE AFTER THE CONCRETE IS PLACED SHALL BE APPROVED BY THE ENGINEER BEFORE PROCEEDING. 5. REFER TO ARCHITECTURAL DRAWINGS AND SPECIFICATIONS FOR REQUIRED FINISH TO EXPO5ED CONCRETE. ALL HONEY -COMBING SHALL BE CUT OUT AND FILLED IN AN APPROVED MANNER HOLES FOR FORM SEPARATORS SHALL BE FILLED. FLOOR FINISHES SHALL BE AS REQUIRED BY THE ARCHITECTURAL DRAWrW-i6 AND SHALL CONFORM TO ACI 302. THE FOLLOWING NOTES INDICATE ONLY THE MINIMUM REQUIREMENTS APPLICABLE TO MASONRY CONSTRUCTION. ALSO SEE THE ARCHITECTURAL DRAWINGS AND SPECIFICATIONS FOR REQUIREMENTS FOR MA50NRY OTHER THAN STRUCTURAL. I. MASONRY CONSTRUCTION SHALL CONFORM TO THE STANDARD BUILDING CODE, LATEST EDITION, UNLESS OTHERWISE NOTED. 2. CONCRETE BLOCKS AND CONCRETE BRICKS SHALL CONFORM TO ASTM C30 AND ASTM C145, RESPECTIVELY. 3. MASONRY WALLS SHALL BE CONSTRUCTED USING MODULAR UNITS AS SHOWN ON THE ARCHITECTURAL DRAWINGS AND UNLE55 A NIGHER STRENGTH IS NOTED ON T14E DRAWINGS OR SPECIFICATION, HOLLOW UNITS SHALL HAVE A MINIMUM F'm OF 1,000 PSI AND SOLID UNITS SHALL HAVE A MINIMUM F'm OF 1000 PSL 4. MASONRY MORTAR SHALL CONFORM TO ASTM C2-10. UNLESS OTHERWISE INDICATED ON THE STRUCTURAL DRAWINGS, ARCHITECTURAL DRAWINGS, THE SPECIFICATIONS OR A.5 RECOMMENDED BY THE MANUFACTURER, MORTAR SHALL BE TYPE 5 MORTAR 5. MA50NRY GROUT SHALL COMPLY WITH THE FINE GROUT REQUIREMENTS OF ASTM C416, MAXIMUM SLUMP 5HALL BE 8' AND THE MINIMUM COMPRESSIVE STRENGTH SHALL BE 3,000 PSI AT 28 DAYS. 6. BEAMS, LINTELS OR BASE PLATES BEARING ON MASONRY WALLS SHALL HAVE A MINIMUM BEARING OF 8' UNLESS OTHERWISE NOTED. BEARING SHALL BE ON SOLID BLOCK LAID IN CEMENT MORTAR ALL JOINTS ARE TO BE FULLY FILLED WITH MORTAR THIS SHALL BE DONE FOR A MINIMUM LENGTH EQUAL TO TWICE THE LENGTH OF BEARING, Ls.- 16' SYMMETRICAL ABOUT CENTER OF BEARING AND A DEPTH EQUAL TO THE LENGTH OF BEARING (MINIMUM 8'). IF HOLLOW BLOCKS ARE USED, THE VOIDS SHALL BE FILLED WIT" TYPE S MORTAR 1. AT THE TOP OF LOAD BEARING MASONRY WALLS PROVIDE A 'KNOCK- OUT' COURSE FILLED SOLID WITH 3�000 PSI (At 28 DAYS) CONCRETE. SEE PLANS AND SECTIONS FOR FULL DETAILS. 8. UNLESS OTHERWISE SHOWN ON THE DRAWINGS OR SPECIFICATIONS, PROVIDE GALVANIZED CONTINUOUS 'LADDER TYPE' REINFORCEMENT WITH n SIDE AND CROSS RODS IN WIDTH 2' LESS THAN WALL THICKNESS. PROVIDE ALL PREFABRICATED Cof�NER5 AND TEE SECTIONS. UNLESS OTHERWISE SHOWN OR SPECIFIED, REINFORCE ALL MASONRY IN EVERY 2ND BLOCK COURSE. PROVIDE ADDITIONAL REINFORCEMENT ABOVE AND BELOW OPENINGS FOR A MINIMUM OF 2'-0' EACH SIDE OF ALL OPENINGS. 9. IN HOLLOW MA50NRY UNIT CONSTRUCTION (EXTERIOR ONLY) EACH UNIT CELL SHALL BE REINFORCED WITH AT LEAST I S BAR AT ALL CORNERS, ADJACENT TO OPENINGS OR AT 4'-0' ON CENTER MAXIMUM. SUCH CELLS SHALL BE POURED 50LID AND TAMPED WITH 3,000 P5I (AT 28 DAYS) CONCRETE, THE REINFORCEMENT STRENGTH •SHALL BE 60,000 PSI. THE ABOVE REINFORCEMENT 5"ALL BE A MINIMUM. REFER TO PLANS AND SECTIONS FOR SPECIFIC REQUIREMENTS (IF GREATER THAN MINIMUM REQUIREMENTS) FOR BAR SIZE, SPACING AND ANCHORAGE. 10, UNLESS OTHERWISE SHOWN OR SPECIFIED, PROVIDE STANDARD SO DEGREE HOOK At TOP OF EACH VERTICAL REINFORCING BAR ALTERNATE DIRECTION OF HOOK INTO SLAB OR BEAM, II. UNLESS OTHERWISE S"OWN OR SPECIFIED, PROVIDE STANDARD 24 GAGE GALVANIZED STEEL TIES AND/OR ANC"OR5 AT 16' O/C VERTICALLY WHERE BLOCK ABUTS OR FACES CONCRETE. 12. EXPANSION AND CONTROL JOINTS IN MASONRY WALL SHALL BE PROVIDED AS REQUIRED BY ARCHITECT. SEE ARCHITECTURAL DRAWING5 FOR DETAILS. 1. STRUCTURAL STEEL DESIGN, WORKMANSHIP, FABRICATIONS AND ERECTION SHALL CONFORM TO LATEST EDITION OF THE AI5C SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, AS WELL AS THE LATEST EDITION OF THE AISC CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES. 2. ALL SHOP DRAWINGS PREPARED BY A FABRICATOR SHALL BE SUBMITTED TO THE ENGINEER OF RECORD AS AN INDICATION TWAT THE INTENT OF THE STRUCTURAL DOCUMENTS HAS BEEN UNDERSTOOD AND ACCOMPLISHED. SHOP DRAWINGS SHALL BE PREPARED AND SUBMITTED IN THE FOLLOWING MANNER' A. STRUCTURAL STEEL- ALL CONNECTIONS, UNLESS OTHERWISE SPECIFIED OR DETAILED WITHIN THE 5TRUCTURAL DOCUMENTS, SHALL BE DESIGNED AND DETAILED BY THE FABRICATOR THE SHOP DRAWINGS SHALL SPECIFY CRITERIA FOR THE DESIGN OF ALL CONNECTIONS AND SHALL IDENTIFY THE NATURE, MAGNITUDE AND LOCATION OF ALL DE51GN LOADS TO BE IMP05ED ON THE CONNECTIONS. THE FABRICATOR SHALL BE RESPONSIBLE FOR IMPLEMENTING THE DESIGN AS SPECIFIED AND FOR MAINTAINING FABRICATION AND ERECTION TOLERANCES AND EN5URING THE FIT AND ERECTABILITY OF THE STRUCTURE. FABRICATORS WHO PROVIDE ENGINEERING DESIGN SERVICES AS A PART OF THEIR SHOP DRAWINGS PREPARATION ARE DEEMED TO BE PRACTICING PROFESSIONAL ENGINEERING. THEREFORE✓, SUCH DRAWINGS MUST BE PREPARED UNDER THE DIRECT 4UPERVI5ION AND CONTROL OF A FLORIDA REGISTERED PROFESSIONAL ENGINEER IF SO REQUESTED, SHOP DRAWING5 AND CALCULATIONS BEARING THE SIGNATURE AND IMPRESSED SEAL OF THE FLORIDA REGISTERED PROFESSIONAL ENGINEER SHALL BE SUBMITTED TO THE ENGINEER OF RECORD. 3. ALL WELDING SHALL CONFORM TO AND IS TO BE UNDERTAKEN BY A FABRICATOR WHOSE QUALIFICATIONS CONFORM TO THE STRUCTURAL WELDING CODE OF AMERICAN WELDING SOCIETY (AW5 DID. 4. ALL STRUCTURAL STEEL SHALL BE NEW, CONFORMING-5 TO ASTM A36 (WITH A MINIMUM YIELD STRESS OF 36 K5D. A. HOLLOW STRUCTURAL TUBE SECTIONS SHALL CONFORM TO A5TM A500, GRADE B (WITH A MINIMUM YIELD 5TRE55 OF 46 KSI). E3. STRUCTURAL STEEL PIPE SHALL CONFORM TO ASTM A53, TYPES E OR 5, GRADE B (WITH A MINIMUM YIELD 5TRE55 OF 35 K5D. 5. ALL BOLTS, NUTS AND WASHERS USED IN CONNECTIONS SHALL CONFORM TO ASTM A325 UNLESS OTHERWISE INDICATED. 6. ALL ANCHOR BOLTS FOR BASE PLATES AND BEARING PLATES AND ALL NUTS AND WASHERS SHALL CONFORM TO A51M 301 UNLESS OTHERWISE NOTED. 1. ALL BEARING PLATES ON MASONRY WALLS UNDER BEAMS SHALL BE SIZED TO LIMIT LOAD TO MASONRY TO A MAXIMUM OF 160 PSI. ALL BEAM BEARING PLATES SHALL BE PROVIDED WITH TWO 1/2' DIAMETER BOLTS X 10' LONG GROUTED INTO MASONRY CAVITIES, UNLESS OTHERWISE NOTED. BEAMS SHALL BE WELDED TO BEARING PLATES UNLESS OTHERWISE NOTED. 8. CLEAN AND PREPARE ALL SURFACES TO 55PF-5P2 PRIMER APPLY ONE COAT F5TT-P-86, 'TYPE II OR 55PC-1-AINT 14 TO PROVIDE 2.0 MIL DRY FILM THICKNESS, EXCEPT EXTERIOR SHELF ANGLES, PLATES AND LINTEL ANGLES ON ALL EXTERIOR SUf;RFACES PROTECTED ONLY BY MA50NRY WITH NO VAPOR BARRIER, WHICH SHALL RECEIVE TWO COATS. FIELD 'TOUCH UP' BOLTS, WELDS, BURNED OR SCRAPED SURFACES AFTER ERECTION. 5. NO HOLES OTHER THAN TN05E SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE MADE IN ANY STEEL MEMBER WITHOUT THE WRITTEN APPROVAL OF THE ENGINEER OF RECORD. 10. WELD CONTINUOUS VERTICAL DOVE TAIL ANCHOR SLOTS AT 24' CENTERS FOR MASONRY ANCHORS AT 1'-4' CENTERS ON ALL STEEL SURFACES TO BE BUILT INTO, ABUTTED BY, OR FACED WITH MASONRY. 11. PROVIDE ALL NECESSARY TEMPORARY BRACING TO KEEP THE STRUCTURE SAFE AND PLUMB. BRACING SHOWN ON STRUCTURAL DRAWINGS IS FOR FINISHED BUILDING ONLY. 12. COORDINATE WITH THE MECHANICAL AND ELECTRICAL ENGINEERS AND ALL SUB -TRADES WHOSE WORK AFFECTS THE DETAILING, FABRICATION AND ERECTION OF THE STRUCTURAL STEEL. 13, THE FOLLOWING TOLERANCES IN VARIATION FROM PLUMB AND LEVEL SHALL BE MET* EXTERIOR COLUMNS, SPANDREL BEAMS AND ANGLES - IN 10'-0' +/- 1/8' OTHER PIECES IN 10'-0'_ +/- 1/4' POURED CONCRETE 24 CAA. GALV. DOVETAIL SLOT 16 GA. GAL V- DOVETAIL ANCHORS 16' OJC. VERTICAE STANDARD WEIGHT HORIZ. MASONRY REINF. (LADDER TYPE) I I6'O./C. VERT. PLAN VIEW STANDARD DETAIL OF MASONRY ANC1 401RA E TO FOURED CONCRETE PARAPET WALL T.O.WALL EL. 14' - 8' 8' MA50NRY T.O EL, 18'-O' 8'x16' PORTION 01 Cl COLUMN FIN. FLR EL. 0 U mmimmmmimmm SNELL ENGINEERING CONSULTANTS, 1491 SECOND STREET, SUITE A SARASOTA, FLORIDA 34236 PH: �941� 954-0681 FAX: 941 954-0483 FILL WITH APPROVED MASTIC 5AWCUT CONTROL JOINT DETAIL 8' MASONRY W/ 105 IN - FILLED CELLS im 48' O.C. U ®►vImimmmimi® U PARTIAL IAA... NORTH ELEVATION SCALE: 1/4' = I'-O' PARTIAL WE5T ELEVATION SCALE: 1/4'.1'-0' a T.O.B. EL. 1&'-0' 8'xl6' PORTION OF Cl COLUMN T.O.B. EL. 11'-8' FIN. FLR. EL. 0'-0' E&A, 8' MASONRY INC. A-