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Home My WebLink About2011 Restroom Improvements March 2011 (Box 13 #83)JIM HILL MAYOR DON WRIGHT VICE MAYOR ANDREA B. COY COUNCIL MEMBER RICHARD H. GILL COUNCIL. MEMBER EUGENE WOLFF COUNCIL MEMBER ALFRED INNER CITY MANAPER lid LOCATION MAP 48 HOURS BEFORE DIGGING CALL TOLL FREE 1-800-432-4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. INIi)IP1 F'iIVFF� C(P)U F t (�)FilDll� �, cYYs°§�t�F�39 e '•.11 R�{dsy �c Ydt, `act➢not r (� 1 W PROJECT W LOCATION F 0 / N J D Engineering By: o � ENC3LAR DRIVE ESSEX LANE 1 m I- I I LOCATION MAS' 0 NEF.Lw&SCHAFFr=R Solutions you can build upon 0 1201 19th Place, Suite A-101 Vero Beach, Florida 32960 Phone: (772) 770-4707 FAX: (772) 770-4640 CA 00008556 f0�11�1141144rni tut)Al 1 COVER SHEET 2 SITE PLAN - FORCEMAIN CONNECTION 3 PROPOSED RESTROOM IMPROVEMENTS 4 BUILDING CONSTRUCTION DETAILS CD 1 IRC'- MISCELLANEOUS DETAILS CG�2 LIFT STATION DETAILS Ind';/4ngiver County Utilities Department j/ Approved Approved as ed ApP Noted .. . . , lievise and ttesu Not APP For: ......1',2d6± A/ Tor) Review has been performed to confirm compliance with Indian River County Design and Construction Standards. Neither the reviewer nor the County is the design Engineer -of -Record and therefore neither entity accepts responsibility for the accuracy and the contents of the design documents and/or other data submitted by the applicant. Date- ,..,..°' Signature, FRANK T. WATANABE, P.E. FLORIDA TE REG. No. 66735 REVISED: REVISED: NVR R- 0 ISSUED: ADDU -S 6 010 Project Number: NS.07985.001 J LEGEND NEW RESTROOM AREA • �t i } �" }, SIDEWALK /' r- IP PLAY AREA (RELOCATED)22,46 :.. , _. i r 4=1� f r- � j ,I {; 4.2 `L 1 � n Y i .f_ 1 �� 25, i , REMOVE & REPLACE • ; , NEW 2 CONDUIT % J. a�. '. E Y , ICAL LINE 5 SIDEWALK a 24.95 • E Q ° . _i G'6EC IION` BY x , ,x c24.96 CITE(/C1TH_ ! f _ 12.x`' . 7 RESTROOM 30'X25'.• ' !�-a;+ '•`_%.j! - e a� a' ° .�. �... a°' a. j",.✓'`:±a;.f'�.r•,••-, ''° `,• k F F.E:- 4'724,72 �.,..; .°_. a• ._.... i ,... 2 5., _...........__................_..........._............._........................................ a• ! :a: � ��, STA: 10+_51.58 (128.73 LTj\z U-24.84- LDEMO EXISTING - LIFT TAT �~ i;{ '' ., ii' ...-- r,�l..: j ATE S ION .� M„ �4,u ti NEW ' ''`� , -•� i BUILDING I �.. � .I� �/ .... \ ADA � � „, +�- TOP,EL 25.00 .. _ RAMP $ NEW f 01C INLET FROM BLDG 3 0' u.. 124.x?_... _ ....._ ..._-.. ,�;-'� . PLAYGROUND , -. � .�: 4.5; 2 ;; 8 ELEV. 19.90 1 24.6 � �� ;5 � Iti i.._ _. , `-- �?. -' �4 n � _�„%, � lay _ ._ _._..._ .. -E c -x.73 1i L.. •yr .' J 55 re I i x 2" STEEVHDPE -.B i z? ;4 _ x _ ti ADAPTER �� i ., f r� r'1 r\ I r" p r T i i 3 i { � I i ��, ,,? { t .•. - �! ��,?r"T� tL 4 I j ,I' fr�i`r"alb;.... 1. 1 �. 4. ,;^ / I 1 i fr- , �� \\ ^ I_.., i `j f 01 .� j < U L - �� r s2 _ rr �ti I i . •. - _' t ._.........., mss. ,\ , - - _ '^••.,, -0•,; y 6 9 �. -o- \ �+ 7 � f :' . ,..... 24. � � ' --'►� '!, • Ylk 2P _. '14 .. �/ fr+ :!.' \ +3-`+ .,,'f-� _21 L`i.. i I , 24.17 r N wv ..ya �s K.4.5 �_.. I317 I`T ;'r`\ 'sAll ?_ ,11VSTALL 125t'::F: OF _ �"''�` ��,-;2� _; +,l 1 fA r; :- t NEW ADA SIGNS '• a D r A � L� 7 � - � . �� •�x�. .,A �`* 1 PVC WATER LINE r.;, ,k, 1I ;-, -Y` �� ' (-TENNIS 1 , i �_ ., , . �� h i 3F. , ?4-1�^ ",.v' ?r}• s_; s; cr } t' _. k t 24. 3 i✓ t 1 Li b� .+ s € + ' i-4 \2 REN J, t �' EXISTING �/" COUNTY f^ 21.3/ "' CH 86 L.F. OF PRIVATE s=% r, `rt (';_ _ WATER SERVICE :. .�+.:% 7 z 1 i 2" HDPE FORCE MAIN r' 11+82.37 (107.55 LT) 4 124.73 -- W PREVENTER x _ x, r',-..'...`" 4` \v i IN TALL 1}'4" BACKFLO ,",-'_-,_!i .:: I + a:,{ r" 7 ....J 'ii 1 : S V i ...., , L s fit?. 1 {.;.........'. }M• Tr i is ,^ ,�'-r<`� g . I__._ !' I>,,.. _.-...._ ._„_.,' :c.+ _/0 1...! L J L' i 1 j�1 - :) #f . �: �' 2. i_-� i`f ip 2 {?. ; 0 4 - LT-} --.. _.. _.-....._ ,_,..__. ' dam- .. { A �� 4 1�4- E. -0 IN REDUCER - L =? ,� . 7J.!'_ .-•, C. r-•. I t } '-_• r- ."•.: ST , r . 5:95 3- + � �'` 1� , , ; ; INSTALL 'rte � i 4� - f �� r r j i `- _ � }T _ r . `� L_:1 0 0+,..f L.1 � ±S �' Ti <_! -• / `; .+.:+2 �Y.,.. .., ,L-•, r-� 1 7 .." \ i r• + //n, .r, r-', ��- 4 � p � ~`1,•.,` ,,, Li } � � • � tJ� L r 3j ; I r1 /� '-i- ^-1 ` %--� ..{- ! -,,` _` f •.�-` C _� -.... tiY 24,8 ii I - `�� ±� I+i I -r .-.,_.,_. 0+4 - I , "�.J L. G.__ i_._ i...t LJ ._. \.C' ..�R I �a {� STA: 1 5.64 (38.2��r Ji __ �7r- N.' INSTALL 4" GATE VALVE \1E r �'�♦1 �{-� `i r7 ,7Y h- i <✓ 1 , [..,.' 1...... ! �� - '�- i { t ".. i - S-' Pi i•+�.'�,5^.�.1�-j-pe-.tom, _ -.y � `,t.,,_ 7[ ,' \ I i A _...._.\ ;..` .._.. ._ \ f....... L r ........ , - - , -•ter.. �,�� ,;� {fi �'-,. �,''�'. n � , .5+.+ I { r ' ; „ . , - C CN, ' ! it ? TRENCH 79 L.F. OF 4" HDPE `' l i5 FORCE MAIN {{�� ' EXISTING 12" -PVC -'fi___ _ I _ -f� �\ 10 f OV r (`pili r 1�'3�� h' Z1 i QV F' ` 1 t±. i 3 t7 lT_.-__-- _ _ _.^T,�!J.!i S C H LJ)Au� I V I � D R i �':: +� iWATER MAIN _r -._ !Z^ LA 80 RIGHT OF WA {j�_:,',.:. . . e,, 00 C .......... .................. R ................... .__......:..._.. --.. ...__'_._" ___,...._. ..._.._,..... .._ ._`- ....._..._._-.,._._ , If �'. .�, - ,jiil ^"•.,rte - % .... a74 _.-K ++ _•'-. ._..,_;�.,: 4 V 1 ° ^"`'. "'^� "�•-1 ` '^% EXISTING SM STA: 10+40.82 (35.00' RT)ch f^ II 8" x 4" TAPING SLEEVE � � •� _ _ '` AND VALVE x0' f RNV LINE EXISTING 8" FORCE MAIN --------------------------80�eQw--------------------------- ------ 25 -- -------------- ---------- ----- ~ `4 ------------------------------------------------------------------------------ ---------------- =----- ------- --- ----------\ ------------------------ < =--------------------------------------------------�*�--i..�r.r----------------v'� -.^.e- �`.,,------------------------L------------- 24----- TOP EL. 25.00 ----- ---- I n `' BOTTOM EL. 17.5 n EXISTING + ,---�' I I PARMNG LOT - L ,. -1,l ~ �';-------------------------- 23--/ 23-- --DISCHARGE - --------------------------------------------------------------------------------- .21.1 ------------------------------- - < <r '_- EXISTING ------------ (SEE --- ---------- -------------- 1 (SEE SHEET CD -2 NOTICE TO DRAWING HOLDER DO NOT SCALE THESE DRAWINGS. IF ANY DISCREPANCIES OCCUR WITHIN THESE DOCUMENTS, THE CONTRACTOR SHALL CONTACT NEEL-SCHAFFER, INC. FOR CLARIFICATIONS PRIOR TO CONSTRUCTION. NEEL-SCHAFFER, INC., HEREINAFTER ` REFERRED TO AS THE ENGINEER HAS PREPARED AND FURNISHED THIS DRAWING TO THE OWNER FOR USE ON THIS PROJECT ONLY, THIS DRAWING SHOULD NOT BE USED ON EXTENSIONS OF THIS PROJECT OR ON ANY OTHER PROJECT. ANY REUSE OF THIS DRAWING, WITHOUT WRITTEN VERIFICATION OR ADAPTION BY THE ENGINEER, SHALL BE AT THE REUSER'S SOLE RISK AND THE REUSER SHALL INDEMNIFY AND HOLD HARMLESS THE ENGINEER FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INCLUDING ATTORNEY'S FEES ARISING OUT OF OR RESULTING THEREFROM. 48 HOURS BEFORE DIGGING CALL TOLL FREE 800-432-4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. NO, BkTE BY 1 03/07r2011 LGM REVISIONS DESCRIPTION PER IRC - UTILITIES COMMENTS DRAWING INFORMATION v FI LENAME:SCHUMANN RESTROOMS.dwg D NFr=Lm&SCHAFFF.R SCALE: 1"=20' Solutions you can build upon SURVEYED BY: DAV/D M. JONES DSGN: FTW DATE: 0810512010 1201 19th Place, Suite A-100 Vero Beach, DRWN: LGM DATE: 0310712011 Florida 32960 PH: (772) 770-4707 CHKD: FTW DATE: 0310712011 QAtQC: FTW DATE: 0310712011 FAX= (772) 770-4640 CA00008556 14mon•_ 111_ North .� GRAPHIC SCALE 0 20 (IN FEET) 1 inch = 20 ft. 22.5,9'--, , L. . - ti II --- r13.95 2 4. . 4 24.62 x .24.61II I \ Rtia i , I 2 I r n� •� `j t_Vn L :j 2x.61 I 24.78 c 'sl q L'e'i, { j 24.64 24.7-,?-' .2` .89 25.68 24.76 3 I 24.• 94, 5.0 0, ;24.62 I [Y v Y C! I i4,98 v F 25.v 24.94- . . .......... 4-.94.............._.....- t t tta,, _ S ,-•moi ' \_P 25,32 25.01 2L, 061 i \ i a,,,+ y' _ _ tri ��'.��••_t i .......;%..l+_La!ir 2492 rr ,,.• �+ ,- t L t ` ` -Lt ; tom_; �.�i `.'i .� Y ++...•' /8 t t •y FOR DETAILS) DRAINAGE CULVERT LOCATION �` DRIVE \ \ t 1 ----- ---------A ---SCHUMANN PRROX €�C-TBS OF-WAT€MAIN P4P-E--------------------- ---------------------- -�:------ L ------------- Za 22----------------------- ------ -PIPE tNV 22" FrtiO(GI�CSPFtAt�--------------------------- I 36" IMIN. COVER L EXISTING SIDEWALK INV EL. = 22.70 Il „J PER IRC WATERMAIN STANDARD e ___ --------------------------------------------- ----- ------------- J � s7 t 'i APPROX EX. 8" TOP OF F.M. PIPE w L t Ss 36" MIN. COVER 20----- _IYa'.�TF�J..�c_z"t1DP---------------- - ---- ----------------- --------------------- -- ��------- -----------il -----------------------------------------------------------PEi rRC-1=.M-: STANDARD ---------- REQUIRE D PROPOSED 2 HDPE EXISTING VsATERMAIN 38.8" DIA. HDPE EIO E FORCE M ikIN FORCE I I TIE TO EXISTING 8" SIZE AND DEPTH TO BE DETERMINED 19-----zm--EX-PUMP-STAR'i zm-Expumpsmrm ------------------------------------ ------------------------------------------ ----------BY-CO1�tTRACTOR----------------------FM {DEPTkI��BE------------ MU T MAINTAIN NIIN: VERIFIED BY CONTRACTOR} „ 112" CLEARANCE: �-+ 18--------------------------------------------------------------------------------- ------------------------------------------------- PROPOSED 4" 20 40 60 80 100 120 HDPE FORCE 140 160 180 DISTANCE (f t.) PROPOSED REDUCER AND MAIN FORCE MAIN CROSS-SECTION _ VALE Scale: 1:10 NOTICE TO DRAWING HOLDER DO NOT SCALE THESE DRAWINGS. IF ANY DISCREPANCIES OCCUR WITHIN THESE DOCUMENTS, THE CONTRACTOR SHALL CONTACT NEEL-SCHAFFER, INC. FOR CLARIFICATIONS PRIOR TO CONSTRUCTION. NEEL-SCHAFFER, INC., HEREINAFTER ` REFERRED TO AS THE ENGINEER HAS PREPARED AND FURNISHED THIS DRAWING TO THE OWNER FOR USE ON THIS PROJECT ONLY, THIS DRAWING SHOULD NOT BE USED ON EXTENSIONS OF THIS PROJECT OR ON ANY OTHER PROJECT. ANY REUSE OF THIS DRAWING, WITHOUT WRITTEN VERIFICATION OR ADAPTION BY THE ENGINEER, SHALL BE AT THE REUSER'S SOLE RISK AND THE REUSER SHALL INDEMNIFY AND HOLD HARMLESS THE ENGINEER FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INCLUDING ATTORNEY'S FEES ARISING OUT OF OR RESULTING THEREFROM. 48 HOURS BEFORE DIGGING CALL TOLL FREE 800-432-4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. NO, BkTE BY 1 03/07r2011 LGM REVISIONS DESCRIPTION PER IRC - UTILITIES COMMENTS DRAWING INFORMATION v FI LENAME:SCHUMANN RESTROOMS.dwg D NFr=Lm&SCHAFFF.R SCALE: 1"=20' Solutions you can build upon SURVEYED BY: DAV/D M. JONES DSGN: FTW DATE: 0810512010 1201 19th Place, Suite A-100 Vero Beach, DRWN: LGM DATE: 0310712011 Florida 32960 PH: (772) 770-4707 CHKD: FTW DATE: 0310712011 QAtQC: FTW DATE: 0310712011 FAX= (772) 770-4640 CA00008556 14mon•_ 111_ North .� GRAPHIC SCALE 0 20 (IN FEET) 1 inch = 20 ft. 22.5,9'--, , L. . - ti II --- r13.95 2 4. . 4 24.62 x .24.61II I \ Rtia i , I 2 I r n� •� `j t_Vn L :j 2x.61 I 24.78 c 'sl q L'e'i, { j 24.64 24.7-,?-' .2` .89 25.68 24.76 3 I 24.• 94, 5.0 0, ;24.62 I [Y v Y C! I i4,98 v F 25.v 24.94- . . .......... 4-.94.............._.....- t t tta,, _ S ,-•moi ' \_P 25,32 25.01 2L, 061 i \ i a,,,+ y' _ _ tri ��'.��••_t i .......;%..l+_La!ir 2492 rr ,,.• �+ ,- t L t ` ` -Lt ; tom_; �.�i `.'i .� Y ++...•' /8 t t •y �` 1 S Il „J e t t,•t +a � s7 t 'i t t t L t Ss + :j ,y FOUND NAIL (NO NUMBER) FT P K SITE PLAN - FORCE MAIN CONNECTION` " PROPOSED RESTROOM IMPROVEMENTS SCHUMANN PARK SEBASTIAN FLORIDA r - =-- • FRANK : VIIATANABE, 1':Egllfelj FL. REG. NO:•66735 ''// !!��//!!77 WORKING NUMBER: NS.07985.001 SHEET NUMBER: 2 0 m 24'-8" f, �\ -Q- TILE O ,F �....,- .t - T/C N in co C 9'-4" CLG. le % I r TILE in. 3068 2*38 Du/ i EV FAW 100 CFM � a � ELECTRONIC TILE M LOCK 1/220 V EXIT FIRE) 'EXIT 3068 E I-INGUISHER 3038 9'-4" CLG. _ °u CONCRETE i lY 3068 Electric pll(.wo Meter a ' S ao ' p c A I / L� O3068 2868 EV FAW 100 CFM 9'-4"CLG. TILE ELECTRONIC LOCK220 v I n EXIT 3068 ® - F-1 F� F-\ 3'-0" ♦ 9'-4" � 9'-4" / 3'-0" � 9'-2" 5'-8" d 9'-2" / I 24'-8" r FLOOR FLAN SCALE: 1/4"= 1'-0" F-1 MASONRY WALL SCHEDULE (MW) J3 J3 J3 J3 o DOOR / VENT NORTH PLEVA TION SCALE: 1/4"=1'-0" MEN I MAINTENANCE DOOR D❑❑R VENT EAST ELEVA TION FRONT NOTICE TO DRAWING HOLDER DO NOT SCALE THESE DRAWINGS. IF ANY DISCREPANCIES OCCUR WITHIN THESE DOCUMENTS, THE CONTRACTOR SHALL CONTACT NEEL-SCHAFFER, INC. FOR CLARIFICATIONS PRIOR TO CONSTRUCTION. NEEL-SCHAFFER, INC., HEREINAFTER REFERRED TO AS THE ENGINEER HAS PREPARED AND FURNISHED THIS DRAWING TO THE OWNER FOR USE ON THIS PROJECT ONLY. THIS DRAWING SHOULD NOT BE USED ON EXTENSIONS OF THIS PROJECT OR ON ANY OTHER PROJECT. ANY REUSE OF THIS DRAWING, WITHOUT WRITTEN VERIFICATION OR ADAPTION BY THE ENGINEER, SHALL BE AT THE REUSER'S SOLE RISK AND THE REUSER SHALL INDEMNIFY AND HOLD HARMLESS THE ENGINEER FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INCLUDING ATTORNEY'S FEES ARISING OUT OF OR RESULTING THEREFROM. 48 HOURS BEFORE DIGGING CALL TOLL FREE 1-500-432-4770 SUNSHINE STATE ONE CALL OF FLORIDA" INC. u CLEAR SPACE (HIC) DETAIL (ADA) HANDICAP LAVATORY DETAILS ELECTRICAL NOTES ® 60" (Min. 12" - CEILING LIGHTING (Max.) 6" , 18" 42" (Min PO= POINT OF COMMENCEMENT (Max.) DESIGN CRITERIA .C. 0 IRON ROD AS NOTED PER2s! NENIT REFERENCE PLATTEREOF,AS RECORDED IN PLAT BOOK 8, PAGE -& OP.R.Mr 36„ X WATER VALVE . THE PUBLIC RECORDSRDS OiNDFAN RIVER NrrY. FLORIDA. (Min.) MONUMENT P•G.P.= PERI =`MEET CON7-f-1 1- C TELEPHONE PEDESTAL. CODE APPLIED: 2007 FLORIDA BUILDING CODE AND THE SUPPLEMENTAL F� "AGCURAZY ADDENDUM 140 MPH WIND ZONE TO THE 2009 BUILDING CODE ~ F- THE E`�PE GTED USE:. OF THE LAND IS RESIDENT IAL_ THE I<,11INIMUNi Cd RELATWE DISTANCE ACC€, FUNCY FOR THIS TYPE OF BOUNDARY SURVEY t {h k3I tx T t� A) BASIC WIND SPEED: 140 MPH (3 SEC. GUST) Q LL � cCC C ` 120 MPH FASTEST MILE ( ) LL N c ^ L0 C = CENITERILINE SANITARY MANHOLE B) IMPORTANCE FACTOR: 1.0 Lr) to LO 'DATA SOURCES. BUILDING CATEGORY: II CLEAR SPACE (HIC) DETAIL (ADA) HANDICAP LAVATORY DETAILS ELECTRICAL NOTES ® - CEILING CAN RECEPTICALS D: LEGEND: - CEILING LIGHTING - OUTLETS S - SWITCH 30"X48" CLEAR FLOOR SPACE AT LAVATORY SHALL COMPLY WITH (4.19.3) 19" (Min. � D x r f 32" (Min_) N_T_S. I_'L. L,I,�. � 1 P., I_ 26.0 is i I I `.,r ' I / ... t• .. ,.. �.s —, I i NNIS COQ,: _•I.• North y, '•^"' -12..x'."I / 1 r 1 `I �22.48,/ GRAPHIC SCALE T" 24-,20 I u4' o zo _. 25,23 E .. E5.,G2 i T' 24.71 5.03'O PLACE ,ti ._. '.. _,. `'� , 2" C 5.14 ! a a p ' ` - , 59 4 � ;"`' ,.'. 5 SIDEWALK � w FEET) NEW REMOVE 8t RE - 24.9 :b € € �'€'' ELECTRICAL LINE 1 inch = 20 ft_ X5.31~3 p i1=Ti�bIV" BY sx, ".90 �Ag*," 24 4 \RESTROOMS 2 , 2�/t b 9, p j a p ' W24.352- 2 t L".FS `. :...\�•; xj f�^^' €- 25.-02 .•.Si . DEMO EX ISTrIN` BUILDING GE VI 2493 NEW ADA Z_I? 4.1 :! NEW -14 ,t .t RAMP V a 24--54 1 24-58.... PLAYGROUND - ' / aka F ; ROOM I PRIVATE LIFT STATION 1UI! DINC` ( i';' •. ..,.•J:I,77 �, . '°tw0 ,IiI u'�,'j _i.^fg*^'/<./a !.G: �<• asy t;�1 s i ._j_..s..f!..t !fI ` „u - DRAINA t--249;€ 'vv�� Ea. 4s - Ii ``` z<3 24' I_ 24,3 2 an ? 4. y _._ ' SRS : �• L �� L `'..,.,,��14ro � 3 24s 6 nt �t 5 ;,' v �.• # i [ iS3 t f 1 24,1' / W 1 VI crER F - 4 xw ` _.._,_. .. ,..., IFF � � �j LIKIi �� H �. r._. I �L- I `' L J SEE SHEET 2 FOR COi�1NECTiON `�`4 24 :� 24:39-, r-, _ _ ; r4 i t 4 '. "% f DETAILS 2.,,.. <s NEW ADA SIGNS �„ I.1;'�, .1 _; .r�,�,::E rte...^i'.J _ 24. e . 550 ate*• r; ` '..`'.•§ -- 'tz 3 `".'... „� 3d"i 4, 4 25, C'UI � � i- ! ' I 24_5:r II''ARKIN�2 S> s< I _ I2 4.71 .. { I,'� I I r_ I� ! _... 24.66 2 Zlk �f. 1, 62r4."I7. f �" ... C I €f t s 00000'00"'3t'�f �', �) `.^ `2�"�,. C1£_ f.�e.:�i� '``^^••,�'2 ...._....___..._.. ......_..__,... _._..s._______.._.__..—__,.._..._......._...._....._.._....___ _ - 1)I ! ;=';L�,. . '� _...... LEGEND _ E1 I1E 1:1 3uC NUMBES \� NEW RESTROOM AREA cc i LXX ` SIDEWALK MASONRY WALL SCHEDULE (MW) J3 J3 J3 J3 SO UTH ELEVA TION SCALE: 114"=1'-0" LIGHT/MOTION SENSORS MASONRY WALL SCHEDULE (MW) J3 J3 E3 J3 4-1 PLAY AREA (RELOCATED) Ir -T PK SURVEY D: LEGEND: L- EG L oEsc i,7rN P,O B,= POINT OF BEGINNING U- CABLE PEDESTAL 't-z1 PO= POINT OF COMMENCEMENT TPACT—W, r ERASTIA "HI-ANDS UI116, Aa� aRDING ; 0 r HE DESIGN CRITERIA .C. 0 IRON ROD AS NOTED PER2s! NENIT REFERENCE PLATTEREOF,AS RECORDED IN PLAT BOOK 8, PAGE -& OP.R.Mr WATER VALVE . THE PUBLIC RECORDSRDS OiNDFAN RIVER NrrY. FLORIDA. MONUMENT P•G.P.= PERI =`MEET CON7-f-1 1- C TELEPHONE PEDESTAL. CODE APPLIED: 2007 FLORIDA BUILDING CODE AND THE SUPPLEMENTAL POINT "AGCURAZY ADDENDUM 140 MPH WIND ZONE TO THE 2009 BUILDING CODE F „ ,T I = ELECTRIC BOX P L°' - POINTC�li`R"j `1 PSE THE E`�PE GTED USE:. OF THE LAND IS RESIDENT IAL_ THE I<,11INIMUNi {` IO.; � p qg "'' i `- P'wFl€�`'d F O I2'•t3¢Gt1��..s-,G � k'�'AT3s--1 R. METER RELATWE DISTANCE ACC€, FUNCY FOR THIS TYPE OF BOUNDARY SURVEY t {h k3I tx T t� A) BASIC WIND SPEED: 140 MPH (3 SEC. GUST) . P P.#_ POINT : 3i II TES w-.�1"QON E IS 1 F30T =i 7,50 FEET WHICHr MET €I�€ THE C: ,SE OF < H 120 MPH FASTEST MILE ( ) O S;�,NITA=iY yLEA.�'-%U t SURVEY. VN = PtIGHT OF � SAY C = CENITERILINE SANITARY MANHOLE B) IMPORTANCE FACTOR: 1.0 EL -EV = "E-LEVATION t FOUND P.tC-P. 'DATA SOURCES. BUILDING CATEGORY: II M -AS = MF<SURED THE DESCREI~Taiu� S �'ROtil3 s BYTHE CLIENT. NO SE R H OF: THE ELEC = ELE: "IL: M SET SNAIL PUBLIC € ECir RDS WAS MADE BY THIS OFFI 'E TO LOCATE t? -E EXISTENCE C) WIND EXPOSURE CATEGORY: B -MAINLAND FIRE HYDRANT c3F&'SSE•M�=NTSG'-'Tt.v°TIHERI'ESTRI-CT! rT3';+0'V1:?..ER)B.Y`t.'€�EtCLI,ENIT FLORIDA BUILDING CODE 2007 (RESIDENTIAL) EDITION OR HIS I .EPRE--NTAT�VE - EH STORM CATCH BASIN 1 DAVID j(' % ES jD) *� P!NETREE *MEASUREMENT METHODS INTERNAL PRESSURE COEFFICIENT: (SIMPLIFIED WIND LOAD COEFFICIENTS P RMS&MA:_ s SNI;: rz . mAPPrR 3? ALL ECUIPMEN-€USED IN PE.RFOIRWNG THE. IEL€.: WORD ASSr U%T D '¢"�i'i fi"1. GCp ALL ANGLES). INTERIOR ZONE 0.18 (ENCLOSED) AND 0.55 (PARTIALLY I € T£€IS SUR'+3EY I .S TES T Ei1.r I O { .LI �R c sa L WORK Ir V41 OAK TREEE 0 1 ERFL ' MEtis''IT IAN ELECTF�O�I€, T0, TF,L ST "T ' F'E ,DIN' II = "T_4• ENCLOSED BUILDING STRUCTURES.) ENCLOSED BUILDING R07-9172 ,-s E n; RI NX V00 8,ACIH , rL 3: TO A MIN' IMUM, OF S SECONDS PER ANGLE k?IITH A: D±STA,kNCE' ACCURACY OPENINGS ARE PROTECTED FROM FLYING DEBRIS BY OF 1 FART IN 50,0 0, ALL DAiTA WAS RECOR.�` E'D USING A FIELD DATA �1 b$� COMPONENTS AND CLADDING: 45 PSF AND ,�_ , IW COLLECTOR ,�t�D COI�Va€4a i�t,..:r,�;cl� FIELD NOTES. T1 1E BOi�Ns `!A;R�t' �V.&zS S€_; RVEYOWS NOTES. PERFOR:MED BY CREATING A CLOSED GEOMETRIC RIC RGURE . a€ ID A I:` .-IDE Si I= WORE DONE ! ISINING A REDUNDANCY OF MEASAURMAGNTS. 1. ALL D MENSIONS SHOWN HEREON ARE IN FEST AND DE£`,I`&A PARTS THEREOF. "LIMIT; r:TIONS 2. THE SOUTH t LINE .``F T AC'T "N" BEARSN90''33`'00--' W PROPERTY L IES IN FLOOD ZONE "X% ACC ORDING5 TO MAS- €�F , :'�C€.OR€ 11s;_ TO I' € 'Ld'� I THE rlw AND ALL OTHER BEARINGS 1205 #C 79 F, DATED 7-2.92. COMWUN;Y PANEL 1.20123. ARE I>ZELATA fE I HERE : 0. S. ADC'<TIOISIS OR DELE T IONS TO THIS € ,-IkP OR REPORT BY OTHER *BOUNDARY INCONSISTENCIES TH,A4NI THE SIGNING PARTY OR PARTIES ARE. PROHIBITEli:' V -117 -#OUT NONE. THE WRITTEN CONSENT OF THE SIGNING, PART Y OR PARTIES. 4. NO EXuAVATION ' ffAS DONE BY THE SURVEYOR TO DETERMINE *APPARENT PHYSI'CALAUSIE THE LOCATION OF THE UNDERGROUND FOUN'DAT1~ON OF THE FREER '.' zON BUILDING OR BUILDINGS SHOWN HEREON. 5. BENCHMARK IS N.I. RIM SANITARY MANHOLE SCHUMLANN DRIVE BEACH LAN E, ELEVA120N 21.97 NAT iON/'§_. GEODETIC VERTICI•AL._ AS SHOWN 911:"RGON. DATUM, 1929 - v. THE REMAINDER OF THE TENNIS COURTS AND THE TOPOGRAPHY ALONG THE # :" ' SIRE OF i HE SITE Ar(E NOT SH9,,PIN AT CLIENT REQUEST. GENERAL NOTES A) THE CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS IN THE FIELD PRIOR TO FABRICATION AND START OF CONSTRUCTION AND TO PROTECT AND MAINTAIN ALL THE CONSTRUCTION AND ITS CONTENTS. B) REFER TO THE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS NOT INDICATED. ANY DIMENSIONAL DISCREPANCY FOUND ON THE STRUCTURAL DRAWINGS SHALL BE CONTROLLED BY THE DIMENSIONS INDICATED ON THE ARCHITECTURAL DRAWINGS. FURTHER VERIFY WITH ARCHITECT. C) FOR MOUNTING AND SECURING MECHANICAL EQUIPMENT, REFER TO THE MANUFACTURE'S INSTRUCTIONS UNLESS INDICATED ELSEWHERE IN THE CONSTRUCTION DOCUMENTS. D) THE GENERAL CONTRACTOR SHALL, AT ALL TIMES, MAINTAIN AT THE JOB- SITE A CURRENT APPROVED SET OF SHOP DRAWINGS. E) REFER TO ARCHITECTURAL MECHANICAL ELECTRICAL AND PLUMBING DRAWINGS FOR OPENINGS SLEEVES ETC NOT SHOWN HEST ELEVA TION BA CK ON THE STRUCTURAL DRAWINGS. SCALE: 1/4"=11-M SCALE: 114"= 1'-0" . f •fi`'`r {k e WORKING NUMBER: REVISIONS DRAWING INFORMATION v_ �, ^' NO. DATE BY DESCRIPTION FI LENAME:SCHUMANN RESTROOMS.t1wg D NEELm&SCHAFFER �_ -� _ � . _ NS.07985.001 1 0310712411 LGM PER IRC- UTILITIES COMMENTS SCALE: 0 Solutions you can build upon PROPOSED RESTROOM IMPROVEMENTS- �+ SURVEYED BY: DAVID M. JONES SCH U MANN PARK DSGN: FTW DATE: 08/03/2010 120119th Place, Suite A-100 Vero Beach, r SHEET NUMBER: DRWN: LGM DATE: 03/07/2011 Florida 32960 PHS 0772) 770-4707 S E BAST I AN , FLORIDA CHKD: FTW DATE: 03/07/2011 FRANK T. WATANABE; P.'3 QA/QC: FTW DATE: 03/07/2011 FAX: (772) 770-4640 CAM008556 FL. REG. NO. 66735 JM "SW CRIMP ARCHITECTURAL METAL ROOF SYSTEM: WITH (#9-15) HH C.R. FASTENERS WITH SEALING WASHER @ V PANEL ENDS AND @ 12" ON CENTER SIDE LAPS/FIELD UNDERLAYMENT SHALL BE AN (ASTM D 226 TYPE 11) WITH 4" SIDE -LAP AND 6" END -LAP CONNECTED WITH C.R. TIN -GAPS AND (12) GAUGE 1-114" ANNULAR RING -SHANK NAILS @ 6" ON CENTER AT ALL LAPS WITH (2) STAGGERED ROWS @ 12" ON CENTER IN THE FIELD OF THE ROLL PROVIDE V2"(B) OR 518" CDX PLYWOOD ROOF SHEATHING OR PROVIDE 19132" OSB ROOF SHEATHING PROVIDE NAILING PATTERN AS FOLLOWS 12 PERIMETER SHEETS, REMAINING SHEETS 8d RING SHANK NAILS @ 6" O.C. 5 ( EDGES 12" O.C. IN FIELD (DO NOT COUNTERSINK) 2x4 SOLID BLOCKING LOCATED AT i PRE -ENG. WOOD TRUSSES c� ... 0 24O.C. (TYP.) L' L 2x4 SOLID BLOCKING LOCATED AT C. EAG .' ' o I 4 C. FA& .' w 4" O.C. EDGES -� 4' -Op I. PAFMAL FLAN 4'-0" HIGH WIND ZONE AREA (ONLY) PRE -ENG. WOOD TRUSSES@24"O C 2"X6" CEDAR FASICA \ 20 OZ. COPPER DRIP EDGE �� Z OVER VX2" P.T. TRIM. 1 No M 2x4 EA. TRUSS " CONNECTED W14 16d NAILS (TYP.) 112" INTERLOCK (MIN.) 2x4 CONTINUOUS BOTTOM PLATE CONNECTED WITH (2) 16d NAILS EACH TRUSS TAIL CONNECTION STUCCO SOFFIT SYSTEM CONNECTED TO CONTIUOUS BOTTOM 2x4 PLATE AND THE FASCIA WITH 8d NAILS @ 1 O'X12• GRID COMPLETE WITH 3/8" DIAMETER FLAT WASHER (TYP.) "F' CHANNEL -TO -TIE BEAM WITH (1) 3116' DIAMETER x 1-112" MASONRY SCREW @ 12" O.C. (TYP.) 8"X8"X16" SPLIT FACE EXTERIOR STUCCO FINISH # 5 GRADE 60 VERTICAL REINFORCEMENT PER PLAN 16"X8"X4" GONG. BLOCKS W/SCREEN (SEE FLOOR PLAN FOR LOCATIONS) GRADE p. (2) #5 BARS CONT. - NTH 36" LAP PER PLAN 1x6 FURRING REFER TO: LINTEL SCHEDULE 8" (CMU) BEAM BLOCK WITH (1) #5 REBAR CONT. 8" CONCRETE LINTEL WITH (1) #5 REBAR CONT. EPDXY PAINT INTERIOR BLOCKS WITOOLED JOINTS TYPICAL WALL S�'CTION ' 24'-8" i U i CU I VJ I I i 9'-4"CLG. c L3 TILE L3 i / I I , a C - Z N � WI Z I W L Ll = I Do L1 9'-4" CLG �4 I 'n TILE N L1 / I Ll _ 9'-4" CLG. I 19' d" CLC. I u I TILE � TILE I i Q I � w L 0 91 j - CONCRETE i 3'-0" 9' 4" 9' 4" 3'-0" I 9-1 VI 24'-B" s - TRUSS F',/-1iflN(' FLAN SCALE: 1/4"= 1'-0" NOTICE TO DRAWING HOLDER 3000 P.S.I. CONCRETE WITH 6X6, 10110 (W.W.M.) 71 1 11 - 4" SLAB AT 28 DAYS ON f:1113 6 MIL, POLYELENE VAPOR BARRIER OVER CLEAN ----- FOUNDATIONS SHALL BE N��wlvllx� ll�� 4 N� PREPARED fN FULL CONFORMANCE WITH 4" CONC. o SLAB THE GEOTECHNICAL �/% ENGINEERING REPORT VISQUEEN DO NOT SCALE THESE DRAWINGS. IF ANY DISCREPANCIES OCCUR WITHIN THESE DOCUMENTS, THE CONTRACTOR SHALL CONTACT NEEL-SCHAFFER, INC. FOR CLARIFICATIONS PRIOR TO CONSTRUCTION. NEEL-SCHAFFER, INC-, HEREINAFTER REFERRED TO AS THE ENGINEER HAS PREPARED AND FURNISHED THIS DRAWING TO THE OWNER FOR USE ON THIS PROJECT ONLY. THIS DRAWING SHOULD NOT BE USED ON EXTENSIONS OF THIS PROJECT OR ON ANY OTHER PROJECT. ANY REUSE OF THIS DRAWING, WITHOUT WRITTEN VERIFICATION OR ADAPTION BY THE ENGINEER, SHALL BE AT THE REUSER'S SOLE RISK AND THE REUSER SHALL INDEMNIFY AND HOLD HARMLESS THE ENGINEER FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, wrm 1 Inimn ATTnRNFV'S FFFC ARISIMr. C)UT OF OR RESULTING THEREFROM. 48 HOURS BEFORE DIGGING CALL TOLL FREE -800-432-4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. NO. DATE BY 1 03/07/2011 LGM UNLESS OTHERWISE MW2 INDICATED 24'1 l i III J2 F1 5'1 9'.4" J2 I MW 1 ` UNLESS �° OTHERWISE MW2 - 4 INDICATED 00 O J2 O O J2 / J1 J2 LESS OTHERWISE MW2 INDICATED 10 U J2 04 in I J2 I UNLESS ( J2 I UNLESS OTHERWISE C° MW2 OTHERWISE INDICATED I I CID INDICATED F1 ` a I I I I `MWII J2 ` I I I I L_I 1----�+-----� _ d J2 IMW1) F2 J1 F1 J1 J1 J1 F2 co � J 1 J 1 s'�" 3'-0" (� 3'-0" 9' 4' , 1 F3 III MW1I F3 � . / V-7 MW1 51_8" MW1( 9'-2" 24'-8" UNLESS OTHERWISE MW2 'F70 LINDA TION PLAN INDICATED NTS SCALE: 1/4"= 1'-0" ' U 120/240V SINGLE PHASE TYPICAL RESIDENTIAL ELECTRICAL SERVICE M-L.O LOAD CENTER ELECTRIC RISER NOTE: 1201240V GENERAL CONTRACTOR SHALL VERIFY ELECTRIC RISER DIAGRAM SINGLE ELECTRICAL SYSTEM DESIGNED AND CERTIFIED BY: PHASE BY THE ELECTRICAL CONTRACTOR MTH THE ELECTRICAL PRODUCT AFFIDAVIT SUBMITTAL TO THE SEBASTIAN BUILDING DEPARTMENT #1THWNC.6(1)#6THWNC.IN2" CONDUIT ON150A2PMAIN BIRKTOM.L.0.120/240VSINGLE PHASE # 1 THWN C. IN 2' CONDUIT TO TRANSFORMER X11) # 4 C- IN 1/2" CONDUIT TO 518" GALV GROUNDING ROD TO BUILDINGIFOOTER STEEL (BOND W/PLUMBING WHEN COPPER THROUGHOUT) ELECTRIC RISER DIAGRAM ELECTRIC LOAD SUMMARY NOTE: GENERAL CONTRACTOR SHALL VERIFY ELECTRIC LOAD SUMMARY DIAGRAM NTS ELECTRICAL SYSTEM DESIGNED AND CERTIFIED BY: 3/ High Roof Framing Girder Truss SUBMITTALTBY THE THE ICAL SEBASTIAN BUILDIOR NG H THE TMENTALPRODUGTAFFIDAVTT SUBMITTAL TO THE SEBASTIAN BUILDING DEPARTMENT WI ELECTRICAL LEGEND SYMBOL DESCRIPTION SINGLE RECEPTACLE DUPLEX RECEPTACLE HALF SWITCHED DUPLEX RECPTACLE I 4 WIRE 220 VOLT RECEPTACLE ® 220 V. DIRECT CONNECTION JUNCTION BOX t QUADRUPLEX RECEPTACLE - FLOOR MTD. FLUSH DUPLEX RECEPTACLE FLOOR MTD. FLUSH QUAD, RECEPTACLE WALL SWITCH (SINGLE, DOUBLE, 3 -WAY, 4 -WAY) Q JUNCTION BOX High Roof Framing Girder Truss o INETERCONNECTED SMOKE WJ BATT BACKUP. E' ELCETRICAL NOTE 9BELOW PANEL SCHEDULE. High Roof Framing Girder Truss Ira? ELECTRICAL PANEL DISCONNECT SWITCH LOAOINCJDESIGNCRITERIA REDUCIBLE r�•i ELECTRIC METER DESIGN CRITERIA PER CODE SUCH AS SBC 1604.5.1 County INDIAN RIVER X CEILING FAN WITH BRACED JUNCTION BOX. Building Department CITY OF SEBASTIAN ® EXHAUST FAN Wind Design Criteria ASCE 7-2005 � COMBINATION EXHAUST FAN/LIGHT Wind Design Method Main Wind Force Resisting CEILING D WALL MOUNTED INCAND. LIGHT FIXTURE Roofing Material Shingle or Shake RECESSED INCAND. LIGHT FIXTURE Loading in PSF Roof R.D.L. RECESSED INCAND. ACCENT LIGHT FIXTURE Top Chord Live 20 ® FLUORESCENT LIGHT FIXTURE Tap Chord Dead 7 4.2 FLUORESCENT STRIP LIGHTING FIXTURE Bottom Chord Live 10 Non -Concurrent t^-� CONTINUOUS INCAND. CONCEALED STRIP LIGHT FIXTURE Bottom Chord Dead 10 3 O CIRCULAR FLUORESCENT LIGHT FIXTURE TOTAL Load 47 7.2 Duration Factor 1.25 qQ EXTERIOR FLOOD LIGHT Wind Speed 140mph EMERGENCY LIGHT ABBREVIATIONS: CF - COMPACT FLUORESCENT Top Chord C.B. Sheeting by builder. WP - WEATHER PROOF BC BELOW COUNTER Bottom Chord C.B. Sheetingb builder. VP = VAPOR PROOF AC ABOVE CABINET y AFF = ABOVE FINISH FLOOR UC - UNDER CABINET Highest Mean Height 14'-0" GFCI = GROUND FAULT CIRCUIT INTERRUPTER Building Type ENCLOSED Building Category II:Non Restrictive"): Exposure Category B:URBAN/SUBURBAN CEILING MOUNTED COMBINATION SMOKE/ CARBON MONOXIDE DETECTOR 11OV., Barrier Island NO INTERCONNECTED W/ BATT. BACKUP LOCATED (AS INDICATED) WITHIN 10'-0" (PER CODE) Conforms to FBC 2007/2009 AMENDED SHALL BEOINSTAUND LLED ASAULT PER TAPPLICABLE SECTIONS OF (NEC 210.5TER RECEPTACLES AND 2) OCATION OF ALL OTHER RECEPTA R.D.L.=Restraining Dead Load C.B =Continuous Bracing REVISIONS DRAWING INFORMATION v DESCRIPTION FILENAME:SCHUMANN RESTROOMS.dwg ® NF.ELm&SCHAFFER PER IRC- UTILITIES COMMENTS SCALE: Solutions you can build upon SURVEYED BY: DA II M. JONES DSGN: FTW DATE: 08/03/2010 120119th Place, Suite A-100 Vero Beach, DRWN: LGM DATE: 03/07/2011 Florida 32960 PHS (772) 770-4707 CHII FTW DATE: 03/07/2011 QA/QC: FTW DATE: 03/07/2011 y FAX: (772) 770-4640 CA00008556 GENERAL FRAMING NOTES l�aa rrtrurt� WALL CONOTRUCTIION NOTE: 1. DESIGN CRITERIA ALL EXTERIOR LOAD BEARING WALLS SHALL BE (CMU) AND CONFORM WITH THE (FEC) 2007 RESIDENTIAL CODE CODE APPLIED: 2007 FLORIDA BUILDING CODE AND THE SUPPLEMENTAL ADDENDUM TO THE 2009 BUILDING CODE: AND THE SUPPLEMENT ADDENDUM TO THE 2009 FLORIDA BUILDING CODE FOR APPLICABLE SECTIONS OF "GENERAL MASONRY CONSTRUCTION" a) BASIC WIND SPEED: 140 MPH (3 SEC. GUST)120 MPH (FASTEST MILE) (INT RK:)R) WALL_ CONSTRUCMICI l NOTE b) IMPORTANCE FACTOR: 1.0 BUILDING CATEGORY: 11 ALL INTERIOR LOAD BEARING WALLS SHALL (2x) WOOD FRAMING AND CONFORM WITH THE (FBC) 2007 RESIDENTIAL CODE AND THE SUPPLEMENT ADDENDUM TO THE 2009 FLORIDA BUILDING CODE c) WIND EXPOSURE CATEGORY: B -MAINLAND FLORIDA BUILDING CODE 2007 EDITION FOR APPLICABLE SECTIONS OF 'WOOD WALL FRAMING" d) INTERNAL PRESSURE COEFFICIENT: (SIMPLIFIED WIND LOAD COEFFICIENTS GCP ALL ANGLES). INTERIOR MASONRY JAMB SCHEDULE (J) ZONE 0.18 (ENCLOSED) AND 0.55 (PARTIALLY ENCLOSED BUILDING STRUCTURES)• ENCLOSED BUILDING OPENINGS ARE PROTECTED FROM FLYING DEBRIS BY SHUTTERS OR IMPACT GLASS - MARK (MIN.) DETAIL VERTICAL REMARKS e)DESIGN WIND PRESSURE COMPONENTS AND CLADDING:45PSF WIDTH REINFORCEMENT 2. ANCHORS Z VERTICAL ALL STEEL REINFORCED ALL ANCHORS SPECIFIED ARE BY SIMPSON STRONG TIE. INSTALLATION SHALL BE PER MFTR. SPECS, J 1 16" a a HANGERS 8" O.C.-FIRST (CMU)CELLS SHALL 3 TRUSS TO TRUSS HANGERS TO BE SPECIFIED BY TRUSS FABRICATORS. 11-- (2)CELLS BEPOI)REDSOLID 4.CONTRACTOR CONTRACTOR SHALL SUBMIT SIGNED AND SEALED SHOP DRAWINGS FROM THE TRUSS MANUFACTURER W #5 VERTICAL ALL STEEL RE:NFORCEO TO THE ENGINEER OF RECORD FOR REVIEW PRIOR TO COMMENCEMENT OF CONSTRUCTION. J2 2' 8" a 7.0RNERTHEN 6' O.C. (MAX. [CMU) CELLS SHALL 5. TYP. UPLIFTS BE POURED SOLID MASONRY EACH DIRECT18N Iq ALL TRUSS CONNECTIONS UNLESS OTHERWISE INDICATED: Z #5VERTICAL 0 ALL STEEL REINFORCED FRAME J3 16" a 8"O.C.-FIRST (CMU) CELLS SHALL a. CELL BE POURED SOLID (�) ALL TRUSS CONNECTIONS UNLESS OTHERWISE INDICATED: U.N.O. ALL ROOF TRUSS UPLIFTS ARE AS FOLLOWS: (BEARING FRAME WALLS) 16" (1) SPH4 OR SPH6 - PLATE TO STUDS TYPICAL TOP AND BOTTOM. J4 45° JR #5 VERTICAL• @ ALL STEEL RENFORCED (1) 518"x8" J -BOLT @ 32" O.C. AND WITHIN 16" OF ANY TO 450AT ALL JAMBS (CMU) CELLS SHALL END PLATE TO FOUNDATION. OOR THEN CORNER BE POURED SOLID _ 6. PERIMETER TIE BEAM PER PER PER PERIMETER TIE BEAM SHALL BE (2) COURSES BEAM BLOCK WITH (1)#5 EACH COURSE. PLAN PLAN PLAN 7. HEADERS MASONRY: GENERAL NOTES ALL WINDOW AND DOOR OPENINGS TO HAVE PRECAST CONCRETE LINTELS WITH (1) #5 BAR ALL JAMB REINF. EXTENDS FROM ROOF TO FLOOR, OR FLOOR TO FLOOR CONTINUOUS, POURED SOLID (SEE BEAM SCHEDULE) WOOD FRAME: CONTINUOUS. USE (1) #5 BAR EACH FACE IN CELLS ADJACENT TO WAIL ALL WINDOW AND DOOR OPENINGS TO HAVE WOOD HEADERS (SEE HEADER SCHEDULE) OPENING UNLESS NOTED OTHERWISE. ALL JAMBS TO BE SOLID B. TRUSSES: GROUTED FOR SPECIFIED WIDTH REGARDLESS OF WHETHER EACH CELL ROOF TRUSS SHOP DRAWINGS MUST BE SEALED BY AN ENGINEER REGISTERED IN THE STATE OF FLORIDA IS REINFORCED. PRIOR TO FABRICATION. SHOP DRAWINGS SHALL INCLUDE TRUSS LAYOUT DESIGN LOADS, TRUSS REACTIONS NOTE DIAGRAMS ARE APPROXIMATE REPRESENTATIONS. (DL + LL) AND ALL OTHER INFORMATION REQUIRED FOR PROPER TRUSS INSTALLATION. DESIGN OF TRUSSES ' SHALL INCLUDE THE UPLIFT EFFECTS OFA 140 MPH DESIGN WIND LOAD UTILIZING SHAPE FACTORS FROM THE MASONRY WALL SCHEDULE (MW) 2004 FLORIDA BUILDING CODE. WHERE USED, TRUSS SHOPS SHALL CLEARLY SHOW BACK/STIFFENER REQUIREMENTS FOR VERTICAL AARK NOMINAL REINFORCING REMARKS DETAILS MEMBERS OF GABLE TRUSS. DESIGN CALCULATIONS SHALL CLEARLY SHOW THE DESIGN LOADS FOR BOTH SIZE GRAVITY AND UPLIFT CONDITIONS. TRUSSES MUST BE CONFIGURED TO PROPERLY ATTACH HANGERS USING Mw1 E• (CMU) #6 VERTICAL BARS @ 2'-W O.C. ALL STEEL REINFORCED (CMU) FLOOR PLAN TYPICAL EXTERIOR WALL SIZE AND NUMBER OF NAILS REQUIRED BY HANGER MANUFACTURER SHOWN ON PLANS. ALL TRUSSES AND CELLS SHALL BE POURED SOLID ROOF FRAMING MUST BE ANCHORED WITH HURRICANE STRAPS UNLESS SPECIFICALLY NOTED OTHERWISE. MW2 S• (CMU) #5 VERTICAL BARS 0 4'-0" O.C- ALL STEEL REINFORCED (CMU) FLOOR PLAN TYPICAL EXTERIOR WALL PROVIDE MOISTURE BARRIER BETWEEN TRUSSES AND CONCRETE. CELLS SHALL BE POURED SOLID 1. (J) DESIGNATIONS ARE THE REQUIRED MASONRY WALL CONSTRUCTION EDGE OF OPENINGS FOR 9. ROOF SYSTEM: STEEL/CONCRETE REINFORCEMENT DESIGN. 112" OR 518" CDX PLYWOOD ROOF SHEATHING OR 19132" OSB ROOF SHEATHING MAY BE USED. ROOF PRODUCT 2. (M) DESIGNATIONS ARE THE REQUIRED MASONRY WALL CONSTRUCTION DESIGN WHICH INCLUDES THE, APPROVAL WILL DETERMINE ROOF SHEATHING REQUIREMENTS- CONNECT TO ROOF FRAMING WITH 8d RING SHANK INTERSECTIONG MASONRY WALL, AND OR SPECIAL CONDITION(S) AS SPECIFIED IN THE PERMIT SET OF NAILS @ 6" O.C. AT PANEL EDGES AND GABLE ENDS, AND 12" O.C. IN THE FIELD OF PLYWOOD, PROVIDE 2X4 CONSTRUCTION DOCUMENTS. BLOCKING AT HIPS AND VALLEYS. SPACE NAILS AT 6' O.C. AT ALL SUPPORTS (HIGH WIND ZONE ONLY). 3- IN ADDDITION, THE (M) DESIGNATION FOR THE PROPOSED MASONRY WALL CONSTRUCTION NOTES AND GRAPHIC DIAGRAM($) ARE INTENDED TO DEPICT THE DESIGN CONCRETEJSTEEL CONSTRUCTION WITH REGARD TO THE ALL ROOF OVER FRAMING SHALL BE 2X6 (MIN.) #2 S -P -F AT 24" OC ANCHOR TO SUPPORTING TRUSSES %MTH ABOVE REFERENCED CONDITIONS. VERTICAL 2X4 AT 6' OC (MAX) NAIL 2X4 TO RAFTER AND TRUSS WITH (4) 16D NAILS. PROVIDE 2X8 RIDGE. PROVIDE MINIMUM OF TWO VERTICALS AT RAFTERS OVER T LONG IF USED, ANCHOR VALLEY SET TRUSSES TO EACH SUPPORTING TRUSS WITH (2) 16D TOENAILS. PROVIDE 2X RIDGE 2" LARGER THAN LARGEST RAFTER AND FOOTING SCHEDULE 2X4 COLLAR TIE DIRECTLY BELOW RIDGE. NAIL COLLAR TIE TO RAFTERS. DIMENSIONS FOOTING DETAILS/INFORMATION MARK THICKNESS WIDTH LENGTH REINFORCING ALL METAL ROOF PRODUCT APPROVAL WILL DICTATE THE MINIMUM SHEATHING REQUIRED. F1 1B' 20' CONT. (2) #5 BARS CONT. BOTTOM TYPICAL EXTERIOR WALL 10. FRAMING: WALLS SHALL BE 2X FRAMING EXPOSURE B. INSTALL 112"x6" WEDGE ANCHOR AT 12" FROM EACH END AND AT F2 8" 8" CONT. (1)#5 BAR CONT. BOTTOM FLOOR PLAN) A MAXIMUM OF 24' O.C. OR 112"X8" (J -BOLT) WITH 2• HEAVY WASHER ON LOAD BEARING WALLS. INSTALL (3) #5 BARS 6' O.C.SIMPSON) SPH STRAPS AT EACH END TOPIBCTTOM 2X FRAMING STUDS. KNEE WALLS FRAMED WITH 2x6 (MIN.) F3 P-0" Z-0' Z-0 FLOOR PLAN STUDS @ 16" O.C. COVER EXTERIOR OF FRAME WALLS WITH 1/Y" OR 518" CDX PLYWOOD OR 19/32' (OSB). E.W. BOTTOM CONNECT WITH 8D NAILS AT 4" O.C. ON PANEL EDGES AND AT 6" O.C. IN THE FIELD OF PLYWOOD. RAISED j HEELS SHALL HAVE 112' OR 5/8" CDX APA RATED SHEATHING OR 19132• (OSB, CONNECTED WITH 8D NAILS AT 4 - NOTE: O.C. ON PANEL EDGES AND AT $" O.C. IN THE FIELD OF PLYWOOD. HOUSE SHALL BE TREATED WITH TERMITE MASONRY 1 SECTIONS •f MAL FIRS TIE BEAM ! COTE: TREATMENT PER MANUFACTURER'S SPECIFICATIONS. ALL WOOD BUCKING 11. CUPOLA: SHALL COVER THE THE CUPOLA WILL BE Z'X4' FRAMED WITH % SUB SIDING, 2 LAYERS OF WATER BARRIER AND STUCCO LAP (1) mum 8' KAAI - SECTM (1} COURSE B' BEAM BLOCK ;�• ENTIRE WIDTH OF SIDING. THE TRUSS WILL BE ENGINEERED BY A TRUSS COMPANY. THE WALL WILL BE STRAPPED TO THE TRUSS BM LRTII (1)15 - !NTH (1) fS CONT. EXTERIOR WINDOW cBrrr. t'.. WITH L512 STRAPS WITH 10D 1Y2 NAILS. «; _ «; 4.. #5 BAR (rYP.} (1) COURSE B' BEAM BLOCK .3 •.4 AND DOORJAMBS Y (PER 1. GENERAL CONCRETE NOTES - (1) 8• PRECAST LINTEL r '. WITH (1) #.5 CONT. :'•{:. W1H (1) #.5 CONT. MANUFACTURERS 2. MATERIALS 4 .4 . . SPECIFICATIONS) ANCHOR BOLTS ATM A307 OR A36 CONCRETE (28) DAY 3000 PSI 0 PS ALL COMPOSITE BEAM SECTIONS MANUFACTURED 8F1B-18/1T FOOTINGS ASTM A615, GRADE 60 BY CAST -CRETE, REF. 2010 CATALOG SLAB ON GRADE NOTE: -�• REINFORCING STEEL ASTM A185 CONCRETE COMPOSITE LINTEL SYSTEM CAST -CRETE SECTION ION WELDED WIRE FABRIC ASTM A496 DE-5GNED AND ENC NEERED BY N.T.S. DEFORMED BAR ANCHORS MOLLY PARABOND CAPSULE CAST -CRETE DRILLED -IN -ANCHORS OR EQUAL MASONRY, TYPE'N-1' ASTM C90 MORTAR, TYPE'M' OR'S' 2000 PSI COMPRESSIVE GROUT STRENGTH ON NET AREA SEE BEAM SCHEDULE ABOVE ASTM 475 ASTM 47$ PERIMETER TIE BEAM 3000 PSI COMPRESSIVE (2) COURSES BEAM BLOCK WITH STRENGTH (1) #5 EACH COURSE A. THE CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS IN THE FIELD PRIOR TO FABRICATION AND START OF CONSTRUCTION AND TO PROTECT AND MAINTAIN ALL THE CONSTRUCTION AND ITS CONTENTS. B. REFER TO THE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS NOT INDICATED. ANY DIMENSIONAL DISCREPANCY FOUND ON THE STRUCTURAL DRAWINGS SHALL BE CONTROLLED BY THE DIMENSIONS INDICATED ON THE ARCHITECTURAL DRAWINGS. FURTHER VERIFY WITH ARCHITECT. 6" C. FOR MOUNTING AND SECURING MECHANICAL EQUIPMENT, REFER TO THE MANUFACTURER'S INSTRUCTIONS MIN` UNLESS INDICATED ELSEWHERE IN THE CONSTRUCTION DOCUMENTS. D. THE GENERAL CONTRACTOR SHALL, AT ALL TIMES, MAINTAIN AT THE JOB -STYE A CURRENT APPROVED SET OF SHOP DRAWINGS. N'�r,� E. REFER TO ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR OPENINGS, 100, SLEEVES, ETC. NOT SHOWN ON THE STRUCTURAL DRAWINGS. 16" DIA, TAPCON (OR EQUAL) 0.1 4. FOUNDATION NOTES TH 3/4" IMBED. DEPTH (MIN.) A. FOUNDATIONS SHALL BE PREPARED IN FULL CONFORMANCE WITH THE GEOTECHNICAL ENGINEERING AT 12" O.C. STAGGERED FOR 1.01REPORT. BALANCE loo, B. FOOTIGS HAVE BEEN DESIGNED FORA MINIMUM BEARING VALUE OF 2000 P.S.F. 2x BUCKING C. CONTRACTOR IS RESPONSIBLE FOR VERIFYING SITE CONDITIONS PRIOR TO INSTALLATION OF FOUNDATION. (TYPICAL) THE ENGINEER SHALL BE NOTIFIED IF SITE CONDITIONS DO NOT PROVIDE ADEQUATE BEARING PRESSURE. S. CONCRETE NOTES A. STRUCTURAL CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF ACI 301 AND SHALL ATTAIN A 6" f MINIMUM COMPRESSIVE STRENGTH IN 28 DAYS OF 3000 PSI. UNLESS NOTED OTHERWISE. MINell B. CONCRETE, WHEN PLACED, SHALL HAVE A SLUMP OF FOUR (4") INCHES PLUS OR MINUS ONE (1.) INCH. C. ALL REINFORCING SHALL CONFORM TO ASTM 615 FOR GRADE 60 STEEL. OPENING 001, D. CONSTRUCTION OF JOINT DESIGN AND LOCATION SHALL CONFORM STRICTLY TO THE REQUIREMENTS OF DOOR Y THE PLANS AND SPECIFICATIONS. ANY CONSTRUCTION OR CONTROL DESIRED OR PREFERRED BY THE CONTRACTOR SHALL BE APPROVED BY THE ENGINEER PRIOR TO CONSTRUCTION OF THOSE AREAS INVOLVED. E. CHECK ALL DRAWINGS AND APPLICABLE MANUFACTURER'S SHOP DRAWINGS FOR LOCATION OF ALL EMBEDDED ITEMS, SUCH AS PIPE SLEEVES, ANCHOR BOLTS, ETC. PRIOR TO PLACING CONCRETE. TYPICAL ll D O O� F. REINFORCEMENT FOR STRIP FOOTINGS SHALL BE CONTINUOUS AND SPLICED WITH A FULL THIRTY-SIX (36") INCH LAP (MIN.). PROVIDE CORNER BARS. NTS 2'0u,M UPLFT CONNECTORS ALL CONNECTORS MANUFACTURED BY SIMPSON, REF. 2010 CATALOG NOTE: MULTIPLE CONNECTORS ARE TO BE INSTALLED AT EACH CONNECTION POINT. AND AT EACH STRUCTURAL ELEMENT (TYP.) AS NOTED. ALL TRUSS -TO -TRUSS CONNECTORS (SUPPLIED BY TRUSS MANUFACTURER). IT►_�4:1 �\ ALL TRUSS CONNECTIONS UNLESS OTHERWISE INDICATED: (1) HETA 20 (1) PLY WITH (10)10d 10d x 1-1/2" NAILS CONNECTOR -TO -TRUSS (PaB=1,810#) (1) HETA 20 (2) PLY WITH (9)16d NAILS CONNECTOR -TO -TRUSS (Pall= 1,810#) NOTE: NON -LOAD BEARING WOOD WALL (1) DTC EACH SIDE OF TRUSS WITH (4) 8d NAILS CLIP -TO -(2x) TOP PLATE WITH (2) 8d NAILS CLIP (SLOTS) -TO -TRUSS WHERE APPLICABLE (REFER TO NOTE #16) FRAME O(1) MTS 12 WITH (14)10d OR (14)10d x 1-1/2" NAILS TRUSS -TO -BEAM (Pall= 1,000#) (2) MTS 12 WITH (14)10d OR (14)10d x 1-112"NAILS TRUSS -TO -BEAM (1) ON EACH SIDE WITH (16)16D SINKER NAILS CONNECTOR -TO -TRUSS (Pall= 2,000#) MASONRY (�) ALL TRUSS CONNECTIONS UNLESS OTHERWISE INDICATED: FRAME T) ALL TRUSS CONNECTIONS UNLESS OTHERWISE INDICATED. BUILDING CONSTRUCTION DETAILS PROPOSED RESTROOM IMPROVEMENTS SCHUMANN PARK SEBASTIAN, FLORIDA 2' DIA. Vitt 2• DU. VTR 4 s1w SINK 2' 0101 VIR i 41 2' DIA GENERAL CONTRACTOR SHALL VERIFY PLUMBING RISER DIAGRAM PLUMBING SYSTEM DESIGNED AND 2" DIA. VrR CERTIFIED BY: BY THE PLUMBING wc CONTRACTOR WITH THE PLUMBING VANITY r D PRODUCT AFFIDAVIT SUBMITTAL TO 3' 2• THE SEBASTIAN BUILDING WC 3" DEPARTMENT r.vANrtv 3• Y Y D Cr Di A. (�`SI�N�K/SIN A IrY DW 2" 11 -r FRANKt.WA• ANABE;'F'.E.•��y FL. REG. NO. 66735 WORKING NUMBER: NS.07985.001 SHEET NUMBER: 4 J IDEtIftTION "TAPE PROVII)EE 'TRENCH ZEE 'NoTe 'NO 0 61_15PE As REQ1.11 PiiTDV .... .. ..... .. .. ... . .... . .. . ... ....... RENCH SLOPE AS '.R.EQ!.1): GR -ADC 0 11. 7 1 W001 (SEE NOTE 4): S S'NAX LAYERS OR OTHER: APPROVED METMD M ACHIEVEVID7H. .2!-tr A313%ff- uv 987 COMP FiCTiON.: �,.MAXDofum VATER 4. 61k MAX 'LEVEL. ALLOWAZLE 'it LAYERS' 'DURING MNSTRUCTION Ift 3/4' 31A 'KDOING 'ROCK OR PEA'.. POCK WHERE .1eq- PTP 12m , UNDISTUR330 CONDITION$ REQUIRE D JRENCH VrMT.R CIL 'ELEYMI104 NKITES I VMNIL ftftfIft CAW; 8E WWfK0 -A$ SWA Aftft. 'Pftm ~0 #° CFINS.TRUCTITRJ.. 1; ,SZY*G WILL tt; At DO 0 IR"Ot ftELA. Z =MP4CTION PERCrNTASSS SHOWN REFER TO AASHTO T -M. 4, .8MHANfCAL:COMPACTION NOT ALLOM IOMW THS LM OTRM THM RAW V1107MY VEN& .61" :211 WIDEDETECTMN'TAPE ,WITH METALLIC BACKING TO BED(STALLEV.-OVER HATWX &LdV suRrAm TAPE TQ BE 4AkkEv-*cAiIA* VATE. R LINE XLbvt. tAUTim, hftt :MAIN T-10WREUSE WATER NAIN AELOVI� TRACE VIRE !SHALL ALSO. BE" USED 29T1rNia;rtW1N.j! jpm 4SEE. . XT 1440, A,t,WN::M EAIM�Offt. OR RIG�ft or: :,ALL OR; VACH Amwo wy OTW9 AIRUVICTUWL.1. AGE10= *".:CmwQRW 09 TTS OTWR xRismcTtnmL_AmMCy sPWF1CATMS,. VHICKVtk IS.:14DRE Z'MINGENt MR: ALL Pvc m sE: LuerED 5Y mr. mpmAL) swnm arpmmm.. PER FMT:INM Ift. TRENCH DETAIL (UNPAVED) SCALE: N.T.S. (I.R.C. DTL. M-1) _ASAUILY -V, PWIG STA_ &�00 , "N 4- ole, A. WINIMUM, TENT 14-2F Illi ir rtrAqqq I SHALL BE FF fiiw U.iU Hi f ITTME-Iii'm- Axr-rT 442eL�tiYt sack : QILT FQ. )A40 - P AvElm ASE3AOL l Ir1a . ^oAL 4.89 ftA, f2Nw-ffi: Mk;Ma fun az 'kw AIR P1 -1 � r'15,r` ,It VAL v,-,,. - A_ RE 6 STA, ASR`U°11_T AAR-V TA Xff-:T,Qt� 471.... 4-�q PA. -A -QUI.LT:81' SCUA iktk�r ps, ihl� -OX. 2.+75 Al Pm, OYMP11 TEL 91 Nip • airlf -I "n +rx K's R f nr EF- 4.'40, Mosm OF Room 70 INCOUS IN Wn=ar tAwW=:OftKWAL-ASWLT ,,p,Lmj#mtr sevey OF C , SURVEY*& TO BE SIMIMSEALED ko DA7M AN 0" COPY .9jRWf WWNGS *IALL ALSO:8E M,0VIDED ON:A CO *4 AUTOc : OR LATEST VERswm. AD PPO Z BASF "DE CONSTMC-110H.&STATOM: OF MUS -W SE' ON W."CENtERIW'0F THEROADWAt TILMAV�* nAAIR_MT00A;7MKWM0ffW *:WWTTW FOR TFiE00 M �: t�WjALCOR : jk W#;. TYRE.I, aftniW: AND WhaeER OF Il/!m lb &. W Ellt9f:AIALVE, PnMV;R g L S.0 I bOAM L NJ TO U"EEXivF9045_ -SHOW WYN A THN OASIfED LINE, "WIUVA S"I'DE SW"L fOR ALL CMflLFTY Y. ;ILL bWUkkIAL ,&6 t1kr PA&* iftOM=*D. &rt NWRAW 5 EXAMPLE AS -BUILT DRAWING �.CD�l SCALE: N.T.S. (I.R.C. DTL. M-15) NOTICE TO DRAWING HOLDER DO NOT SCALE THESE DRAWINGS. IF ANY DISCREPANCIES OCCUR WITHIN THESE DOCUMENTS, THE CONTRACTOR SHALL CONTACT NEEL-SCHAFFER, INC. FOR CLARIFICATIONS PRIOR TO CONSTRUCTION. NEEL-SCHAFFER, INC., HEREINAFTER REFERRED TO AS THE ENGINEER HAS PREPARED AND FURNISHED THIS DRAWING TO THE OWNER FOR USE ON THIS PROJECT ONLY. THIS DRAWING SHOULD NOT BE USED ON EXTENSIONS OF THIS PROJECT OR ON ANY OTHER PROJECT. ANY REUSE OF THIS DRAWING, WITHOUT WRITTEN VERIFICATION OR ADAPTION BY THE ENGINEER, SHALL BE AT THE REUSERS SOLE RISK AND THE REUSER SHALL INDEMNIFY AND HOLD HARMLESS THE ENGINEER FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INCLUDING ATTORNEYS FEES ARISING OUT OF OR RESULTING THEREFROM - 48 HOURS BEFORE DIGGING CALL TOLL FREE 1-800-4302-4770 SUNSHINE STATE ONE CALL OF FLORIDA INC. NO. DATE BY 1 03/0712011 LGM ITRENCH WIDTH . I ECHANICALLY 'FRENCH VIDTH 'W' + WMIIN AVE 1. 1 ING NY EXISTING' BASE ----------- 1- ...... ........... T.I: .7 /-/ 7/5 ... ..... .. 9ZIPLACEMENT DETECTMN'TAPIt V.Z. -/ / / LIMEROCk NAtE ;.(SEE NOTE NO :8.), IXZ /I / Z. IN 3 LIFTS AT gal/. ACHM- .992-1 4 (SEE WE P: MAXIMI k LtvtL. 61, * AX ALLOVABLE DURING, , t I LAYERS -CONSTRUCTION 4- AT. _'98% 3tV DIA :BEDDING :M j& PlISE M'PEA: ROCK 'VHME OD TKNO, -Wim ELEV.ATMN N . L VWX SM CMOITMK.C**MT BE :MAINTAINED AS SHCVN AMVE.,:PROVIDE APPRM. D IF CW43TRWTION, Z SHEETING.'WILL.BE REQUMV:A&:M-TEFWIWm IN THE FIEM NEW SURFACM.MATEfdALS:.SHALL BE CINMSTENT IN DEP7H.VITH EXMMNG MATERIALS AND:-- SHP," HAVE,LOPED AM FEATHERED JUNTS. Q-I/Z'A1K.7HK3 MATERIAL TYPE TO BE SPICIFIED, k 'COkPACTIOff-PERCENTAM. MwN REFER To MUM T -18A S. 'ALL ROAVWAY:*RrLS7ORAT1f N SMALL C34PLY VITA INDIAN RIVER iCULNTY PUBLIC VORKSlF=T STANDARDS.: 4. MINANICAL, MMA ZYMNAOT' *1mD:2tLvv TwS, L-VFm OTNER. 7m4.9*D,v=ATmy* MEANS. 7: TRENCH VMN 'W.' W IRMUD, PLUS ED'i 2, Z' WIDE DETECTION TAPE VITHWTALLIC 1AMW* TO X INSTALLED OVER MAIN r -XL0V:&URFACE-; TAPE M:.X- MARX04;'CAUTIOM 'WATER LD9-::2=W* CAVTIGNI FORCE U MAIN BCV,: 0k-11CA0TftAc TRACE VIRE �Zlt USED COmTINU(IUSLY*:ON ALL PIM. ASEE, DETAX, 0-147; 9 . , §kcdiOAC dw jA SiFTIt,R TIER.: i3r Am* ar WAY: 10 ALL PIPE 7M K LWATEA VIN" OP 1,!: 9C, -CYPWAL), POOR C=. DF PAVMNT. ALL kEsTaRATmi tsmw) sioav PER rmr -om in TRENCH DETAIL (PAVED AREAS AND SHOULDERS) SCALE: N.T.S. (I.R.C. DTL. M-2) \_(*I0N z FINISHED GRkEJiE s", _0 "mm"'ON004, 4* EIEVOON :NOTES T. ALL BUILDINGS VdTH_ FIRE,SPRINKLER, PROTEC71ON SYSTEMS INCLUDING SIMGLE.:FAMLY RESUNTIAL ARE. REQUIRED. TO INSTALL VOUME 04EM 0A09FLOWTqEVFMTER "TH REDUCED PRESSURE ZONE fEATURE AS DETERMINED BY UTUTY. 24 ALL MULM.-STURY. MULno-;FAMILY SERMM ARE MOLMED TO.: MTAIL wz: I APPROVED EQUALS HAVING FULL. Lt.USC.-ANOAWWA CMMS IFICAIMY BE INSTALLED: ONLY AFTER SPECMFBC .APPROVAL BY [ROM A. SUPPORTmEIAMI-ftPREVENTER FROM VALL OR APPROVED PIPE SUPPORT:SYSTEW, PIPE SUPPORT 151MMMALLOE. MASS, COPPER OR D.LP4AS -APPROVED RY IRCOU& Is. 6ELOW 00000 1NmU.0wJWA*vLT MAY or 'WRSOERW FOR APPROVAL IF FINISHED GRADE :0FOOT�MW OF VAULT LEAST 1`.-0ABOVE THE, 1*04, WAIIER.tt%tL_ 7.. A(L *A*RIALS::ARE, TD BE PER IRWASAPPROVED PRODUCT LIST::: S. ALL. FASISMS SHALL BE $1:0 STAIRLMLWAL),_. ALL f&Iz aw."W.PREVER ER ' 0E . CMF_ WAPP"D 107W AMPAPPROPRIATIE $4.4 L VDR-nFED FORM: SUBMITTED. T10:0MUS. BACKFLOW PREVENTER '6 �Dl SCALE: N.T.S. (I.R.C. DTL W-9) REVISIONS DESCRIPTION PER IRC - UTILITIES COMMENTS DRAWING INFORMATION FILENAME:GEN DETAILS.dwg SCALE: N.T.S. SURVEYED BY: DA LqD M. JONES DSGN: FTW DATE: 1012YI2010 DRWN: LGM DATE: 03/07/2011 CHKD: FTW DATE: 03/07/2011 OA/QC: FTW DATE: 0310712011 -AMALTSWAM TYPE 11 rX PUT:COVFR MARKED:; SEWER, . 1ORNr OR AS APPLICABLE VALWINDiCAYM rME 11 m gm M42 NOM....... .. .................... .... ................. __ . .. . . . ........ . . . ............... . ............... .. ..... ..... . .. . ...... __ - ____ AM VALW- BOLTS SMALL BE SMMM 8ZEE VM BRASS NUTS T. 0k0A#AKNfiANO` MAkEk$ ARE Td k jAED:'bVW- PiL.FV. VALVES (SEZ Z ALL V00M KWM A LAY -49 LONG 19:00MErs & mvwvEs & SET:, IRACER.IPRE DETAIL -M-44.. 44 Rpw ARE To Be LodAT I w I . nQww*y Fm: AL wAig* vALvfs, t&E-wi) WE ff"w em"m: -:AW *Mm VAIN' *m :1FORWAAAIN VALVE..- GREEW MA - K10kc BRW: -a ORARM VALVE AND E30X SCALE: N.T.S. (I.R.C. DTL_ M-5) 30f1mEP.GLA-SS- P13S77 F1MSHEa.:r3R.ADE\ FvLXft LIVER PDR: IN VALVE NOTES . .. .. .. .. .. .. .. ... .1. HARIKEW TO BE .PL AiCEII'MRIEUTLYOVER PIPE. ;Z MARKER: TO RE =0 Wr ALL CANAL. ==M AND AS. XRECTED BY.MZIS: D 3, MARKER TO BE RISE'? OVER- WATER RAIN YALM' FORCE WR Y&VE&JA RE -L& 14AfN VALVFA- -4. ALL XATERIALS- ARE 'LEI BE PER 19C111Jt.MIFPR'OVrD..14AMJF-Ar-T.UFZRSIC PROMXTS LT -ST. 7 PERMANENT LAND MARKER SCALE: N.T.S. (I.R.C. DTL. S-12) NEE'. SCHAFFER ImMil Solutions you can build upon 111=11 1201 19th Place, Suite A-100 Vero Beach, Florida 32960 PH: (772) 770-4707 FAX: (772) 770-4640 CA00008556 k ww - IR13H Lm POITE.S. I, VALVE: BOX: LTD :SHALE.. 'BE PAINTED BLUE WATER GREEN - FORCE MAINS PURPLE -- REUSEVATER: BRINE -, ORANGE 'Z BRASS: VAUVE MICAT13R TO -RE'PROVOE-D WITH ENGRAVED' MAGRAM1 nF'VALVC LOCATIOR NNO iDO,T-13R SH94- 13r 'FLUSH vm. PAM VALVE BOX PAD SCALE: N.T.S. (I.R.C. DTL. M-6) FINISH tPADE 'wr LWATEJAPE- NOTE "tc YRAIX ww IS Intam ON:ALL MM I WCL", ALL OMIM MATEROL& LAB09 IN:PRP M MPPE. A, CONTRACTOR VEY"Mam R", cm"Lm Ttafta"OUT ENW PROJECT.PF ALL. TR4W WIRL_ .46 ALL V=.=WE0'9ONS ARE: 10.. BE 140T ltoxm . (5 0,10:ROWM-00RO, .t W/44VW IA�T A *dWWO MO - WAT S"Mt SLAP: ft. BE iMMMIRIVED 400 MAT: 01IRIP* VAAP:: V. -ALL VA7MALS ARE- TO BE PER: RMIS. APPRMWVWW.AQUWEW.PR==.USL TRACE WIRE DETAILS CD1 SCALE: N.T.S. (I.R.C. DTL. S-12) IRC - MISCELLANEOUS DETAILS PROPOSED RESTROOM IMPROVEMENTS SCHUMANN PARK SEBASTIAN, FLORIDA Z, FRANK T. WATANQ►B�," P.F.///� FL. REG. NO. 6 735 WORKING NUMBER: NS.07985.001 SHEET NUMBER: CD -1 lid SIZE'. OF K41N RNME f R. ---DEPTH OF COVE.Ek F1MSHEa.:r3R.ADE\ FvLXft LIVER PDR: IN VALVE NOTES . .. .. .. .. .. .. .. ... .1. HARIKEW TO BE .PL AiCEII'MRIEUTLYOVER PIPE. ;Z MARKER: TO RE =0 Wr ALL CANAL. ==M AND AS. XRECTED BY.MZIS: D 3, MARKER TO BE RISE'? OVER- WATER RAIN YALM' FORCE WR Y&VE&JA RE -L& 14AfN VALVFA- -4. ALL XATERIALS- ARE 'LEI BE PER 19C111Jt.MIFPR'OVrD..14AMJF-Ar-T.UFZRSIC PROMXTS LT -ST. 7 PERMANENT LAND MARKER SCALE: N.T.S. (I.R.C. DTL. S-12) NEE'. SCHAFFER ImMil Solutions you can build upon 111=11 1201 19th Place, Suite A-100 Vero Beach, Florida 32960 PH: (772) 770-4707 FAX: (772) 770-4640 CA00008556 k ww - IR13H Lm POITE.S. I, VALVE: BOX: LTD :SHALE.. 'BE PAINTED BLUE WATER GREEN - FORCE MAINS PURPLE -- REUSEVATER: BRINE -, ORANGE 'Z BRASS: VAUVE MICAT13R TO -RE'PROVOE-D WITH ENGRAVED' MAGRAM1 nF'VALVC LOCATIOR NNO iDO,T-13R SH94- 13r 'FLUSH vm. PAM VALVE BOX PAD SCALE: N.T.S. (I.R.C. DTL. M-6) FINISH tPADE 'wr LWATEJAPE- NOTE "tc YRAIX ww IS Intam ON:ALL MM I WCL", ALL OMIM MATEROL& LAB09 IN:PRP M MPPE. A, CONTRACTOR VEY"Mam R", cm"Lm Ttafta"OUT ENW PROJECT.PF ALL. TR4W WIRL_ .46 ALL V=.=WE0'9ONS ARE: 10.. BE 140T ltoxm . (5 0,10:ROWM-00RO, .t W/44VW IA�T A *dWWO MO - WAT S"Mt SLAP: ft. BE iMMMIRIVED 400 MAT: 01IRIP* VAAP:: V. -ALL VA7MALS ARE- TO BE PER: RMIS. APPRMWVWW.AQUWEW.PR==.USL TRACE WIRE DETAILS CD1 SCALE: N.T.S. (I.R.C. DTL. S-12) IRC - MISCELLANEOUS DETAILS PROPOSED RESTROOM IMPROVEMENTS SCHUMANN PARK SEBASTIAN, FLORIDA Z, FRANK T. WATANQ►B�," P.F.///� FL. REG. NO. 6 735 WORKING NUMBER: NS.07985.001 SHEET NUMBER: CD -1 FIELD JOINT REQUIRED FOR MODELS DH152-129 / DR152-12 DH152-160&/ DR152-16 ACCESS WAY VFAIT STRAIN RELIEF C( CONNECTOR POWER/ALARM CA 6 CONDUCTOR W/ E/ONE EQUALI; ELECTRICAL QUICK DISC NEMA 6P (EQD) INLET, GROMMET TO ACCEPT 4.50" 0. PVC PIPE (STANDAR[ DUST COVER SUPPLIE FOR SHIPMENT (NO1 SUITABLE FOR BURIA �Iy EL: 21.1 42.8in 1087mm DECH EL' 20.1 EU 19 1 31.5in 80Ci m 28.5in EL 724mm 106901 I EL:' 401 L 20.5in 521mm 74 gal 280 L iI HARD WIRED OPTIONS: � D H 15 2 LEVEL CONTROLS) / GASKETED LID, FRP WALL, CORRUGATED SPE ACCESSWAY SEMI -POSITIVE DISPLACEMENT TYPE PUMP EACH DIRECTLY DRIVEN BY A 1 HP MOTOR CONCRETE BALLAST MAY BE REQUIRED SEE INSTALLATION INSTRUCTIONS FOR DETAILS NOTICE TO DRAWING HOLDER DO NOT SCALE THESE DRAWINGS. IF ANY DISCREPANCIES OCCUR WITHIN THESE DOCUMENTS, THE CONTRACTOR SHALL CONTACT NEEL-SCHAFFER, INC. FOR CLARIFICATIONS PRIOR TO CONSTRUCTION. NEEL-SCHAFFER, INC., HEREINAFTER REFERRED TO AS THE ENGINEER HAS PREPARED AND FURNISHED THIS DRAWING TO THE OWNER FOR USE ON THIS PROJECT ONLY. THIS DRAWING SHOULD NOT BE USED ON EXTENSIONS OF THIS PROJECT OR ON ANY OTHER PROJECT. ANY REUSE OF THIS DRAWING, WITHOUT WRITTEN VERIFICATION OR ADAPTION BY THE ENGINEER, SHALL BE AT THE REUSERIS SOLE RISKAND THE REUSER SHALL INDEMNIFY AND HOLD HARMLESS THE ENGINEER FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INCLUDING ATTORNEY'S FEES ARISING OUT OF OR RESULTING THEREFROM. ITERNAL WELL VENT 2.0" DIA. HARGE 11/4" FPT (304 S.S.) K DISCONNECT ASSY. (304 S.S.) .S. CAST BALL VALVE 1 1/4" DISCHARGE LINE (304 S.S.) 5YWL)VALVE ANTI -SIPHON VALVE (NORYL) ' HDPE TANK IOMINAL WALL THICKNESS 50 GALLON CAPACITY @ NSF CR AD( CH (04/27/09 B DR BY CHK 'D DATE ISSUE SCALE Mll /IIS .illlr, SEWER SYSTEMS MODEL DH152 / DR152 DETAIL SHEET N A0052P02 FHOURS BEFORE DIGGING L TOLL FREE -432-4770 E STATE ONE CALL FLORIDA, INC. NO. DATEBY 1 03/07/2011 LGM /, 0PTI0NS:F-1DH132-93` cow"'°`s) GRADE MUST SLOPE AWAY FROM STATION ELT 25.0 GRADE GRADE I L *,\,\� _1 ,A I 42 COVER OVER _ __ _ —_57* DISH INVERT r DEPTH 8< 7_ ��BALLAST CONTAINMENT 42.8' RING 31.5' I EL:17.5 DISCHARGE: 1-1/4 FEMALE INLET= EPDM GROMMET FOR PIPE THREAD 9' DWV PIPE (STANDARD) � ,3 18.8• @ NSF S� CONCRETE BALLAST MAY BE REQUIRED AD CAH 7/13/07 A 1/16 SEE INSTALLATION INSTRUCTIONS DR 8Y CHK'D ( DATE ISSUE I SCALE FOR DETAILS SEWER SYSTEMS MODEL DH152-93 / DR152-93 NA0052PO4 NEMA 4X FIBERGLASS ENCLOSURE THERMAL DECAL TOROUS DECAL I AMEPLATE PIN FUNCTION 2000S EXTREME 1 MANUAL RUN RED BROWN 2 L1 BLACK RED 3 L2 WHITE BLACK 4 GND GREEN GRN/YELL 5 ALARM FEED I ORANGE YELLOW 6 JALARM RETURN I BLUE BLUE REVISIONS DESCRIPTION PER IRC - UTILITIES COMMENTS UL DECAL MOD T260 ALARM BOARD ASSEMBLY 0000000- 0000000- C39=� 0 0 0 0 I / g 15 AMP PUMP CIRCUIT .BREAKERS ALARM BUZZER ALARM LAMP I I C C• o O 0 I 4 0 0 i O® O JFEED' GROUND DECAL / GROUNDING BAR J 15 AMP ALARM BREAKER 'H (MESS OTHERWISE SPECIFIED IOR BY: SGS THE FOLLOWING APPLIES .CHK'O: SHOP PRACTICE PER E-SOOD-01 ' 3, AUTO TRANSFER RELAY J / IB 0� �vo s 80 GENERATOR RECEPTACLE NEMA L6-30 I Model T260 DUPLEX ALTERNATING PANEL GEOMETRIC TOLERANCES ENG PART NUMBER PC0919G41 PER ASA STO Y14.5 "/MACHINE FINISH I SCALE TOLERAWE ON OI ENSIGNS I WT 2 PLACES 1 3 PLACES ANGLES I APPD ISSUED USED ON DWGS .0.02 _0.005 '30' I CODE IDENT DRAWING INFORMATION FILENAME:GEN DETAILS.dwg SCALE: N.T.S. SURVEYED BY: DAVID M. JONES DSGN: FTW DATE: 10/29/2010 DRWN: LGM DATE: 03/07/2011 CHKD: FTW DATE: 03/07/2011 QA/QC: FTW DATE: 03/07/2011 60L N Solutions you can build upon 1201 19th Place, Suite A-100 Vero Beach, Florida 32960 PH: (772) 770-4707 FAX: (772) 770-4640 CA00008556 environmentlone CORPORATION MOD T260 DUPLEX PANEL, 240V GEN RECPT, AUTO XFER, HM FIRST MACE FOR - ESD 08-0006I 1 ORAWING NUMBER SH 1 OF 1 REV E\ONE SENTRY PANEL NEMA 4X NEMA 4X ENCLOSURE —LIGHTNING ARRESTER (INTERMATIC AG — 7 2401) 0 LL1 `n3/4" 90' ELBOW \3/4- FLEXIBLE CONDUIT X 12- LG. INCOMING POWER SHIPPED LOOSE LIFT STATION DETAILS PROPOSED RESTROOM IMPROVEMENTS SCHUMANN PARK SEBASTIAN, FLORIDA DR BY CHK'D G DATE OT I REV. I SCALE Water ReSource Technologies Protecting our watershed LIGHTNING ARRESTER WRT-FLLA FRANK T. ATANABE, P.E FL. REG. NO. 667315 WORKING NUMBER: NS.07985.001 SHEET NUMBER: CD -2