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'FIRE PRXOTEC T.10N UNIT, 11,15F �. R16E + ..'� + R8E � R19E + R20E R21E + R22E t T 23 S T 24 S T2tiS T 26 S Q CO UTNTY COMIVIISSION MUNICIPAL FIRE SERVICE UNIT Ordinance No. 79-28 An act creating a municipal service taxing unit to be known as the "Pasco County Municipal Fire Service Unit"; providing that the purpose of the unit is to provide fire protection services to all persons residing in or doing business within said unit; providing for the creation, maintenance and o eration of a fire protection system within said unit; providing for inclusion of existing municipal fire service units within the Pasco County Municipal Fire Service Unit including the Southwest Pasco County Fire Tax Unit, Hudson Fire Unit, South Central Pasco County Fire Service Unit, Crystal Springs Municipal Fire Service Unit and Greater Odessa Vire Service Unit,- providing that certain other f eographical areas will be included in the Pasco County Municipal ire Service Unit; providing for the boundaries of said unit; providing for the levy of up to one (1) mill of ad valorem tax to cover the expense of creation, maintenance and operation of the said unit; providing a method or levyy, collection and enforcement of the aforesaid tax; providing for the administration of said unit; providing for adoption of rules and regulations for the operation of said unit; providing that the said unit shall be under the control of the Board of County Commissioner of Pasco County, Florida; providing for the repeal of Pasco County Ordi- nances numbered 76-22, 77-19, 75-24, 78-16 and 75-25, as amended, if any; providing an effective date. Amending Ordinances 80-07, 82-33, 85-23, 86-25, 87-28, 88-12 48-16, 88-19, and Agreement Nos.-180 & 92-418. GREATER DADE CITY MUNTICTPAL FIRE SERVICE UNIT Ordinance No. 91-01 An act amending Pasco County Ordinance No. 73-19 to abolish the Greater Dade City Fire Tax District; creating a municipal taxing unit to be known as the Greater Dade City Municipal Fire Service Unit; providing for fire protection service to all persons residing in or doing business within said unit; providing for the creation, maintenance and operation of a fire protection system within said unit; providing for the boundaries of said unit; providing for the levy of up to one (1) mill of ad valorem tax to cover the expense of the creation, maintenance and operation of said units; providing a method of levy, collection and enforcement of the aforsaid tax; ro,.,idin for the administration, of said unit; providing for the adoption orules and regulations for the operation of said unit; pro��iding that the unit shall be under the control of the Board of County Commissioners of Pasco County, Florida; Providing for the ultimate rnpeai of Ordinance No. 73-19; providing for severability and an effective date. 'INTER -LOCAL AGREEMENT BETWEEN T:-� PASCO COUNTY MUNICIPAL FIRE SERVICE UNIT AND DADE CITY FOR FIRE PRE- VENTION ANC SUPPRESSION SERVICE. Ordinance No. 92-419 z Trilty GREATER ZEPHYRHILLS MUNICIl'AL FIRE SER)vgCE UNIT Ordinance No. 91-02 An act amending Pasco County Ordinance No. 72-01 to abolish the Greater Zephyrhills Fire Tax District; creating a municipal taxing unit to be known as the Greater Zephyrhilis Municipal Fire Service Unit; providing for fire protection service to all persons residing in cr doing business within said unit; providing for the creation, maintenance and operation of a fire protection system v0thin said unit; providing for the boundaries of said unit; providing for the Bevy of up to one (1) mill of ad valorem tax to corer the cxpepuse of the creation, maintenance and operation of said units; providing a method of levy, collection and enforcement of the aforsaid tax; providing for the administration of said unit; providing for the adoption of rules and regulations for the operation of said unit; providing that the unit shall be under the control of the Board of County Commissioners of Pasco County, Florida; Providing for the ultimate repeal of Ordinance No. 72-01;1 rovid-.ng for severability and an effective date. INTER LOC AL AGREEIViENT BETWEEN PASCO COUNTY MUNICIPAL FIRE SERVICE UNIT AND ZEPHYiZHIL L S FOR FIRE PRE- ' VEiv'TTON AND SUPPRESSION SERVICE. Ordinance No. 92-418 FIRE ALARM GENERAL NOTES: OALL FIRE ALARM CIRCUITS SHALL BE IN CONDUIT SIZED IN ACCORDANCE WITH NEC. ALL CONDUIT SHALL BE CONCEALED WHERE EVER POSSIBLE. PROVIDE SURFACE MOUNTED WIREMOLD WHERE RACEWAY IS REQUIRED TO BE SURFACE MOUNTED. CONDUIT SIZES SHOWN ARE MINIMUM. PROVIDE REQUIRED CONDUIT FOR NUMBER OF CONDUCTORS REQUIRED. OINDICATING APPLIANCE SIGNAL CIRCUITS SHALL BE A MINIMUM #12 AWG STRANDED COPPER, NPLFP TYPE, PER NEC. ALARM INITIATING CIRCUITS SHALL BE A MINIMUM #18 AWG STRANDED COPPER, NPLFP TYPE, PER NEC. O3 QUANTITIES OF CONDUCTORS AND CIRCUITING INDICATED IS BASED ON A SPECIFIC SYSTEM AND MAY BE DIFFERENT DEPENDING ON THE MANUFACTURER UTILIZED. CONTRACTOR IS TO PROVIDE ALL NECESSARY CIRCUITS, WIRE AND CONDUIT TO ACCOMPLISH THE FUNCTIONS INDICATED HERE, ON THE FLOOR PLANS AND IN THE SPECIFICATIONS. O4 SEE FLOOR PLANS FOR ADDITIONAL DEVICES REQUIRED WHICH MAY NOT BE INDICATED ON THE RISER DIAGRAM. O5 FIRE ALARM CIRCUITS SHALL NOT BE SPLICED. �6 SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS CONDUCTOR LEGEND A - INITIATION DEVICE LOOP - MINIMUM #18 TWISTED SHIELDED PAIR. B - STROBE CIRCUIT - MINIMUM #18 AWG. PROVIDE #12 OR HIGHER WHERE REQUIRED FOR VOLTAGE DROP. C - HORN CIRCUIT - MINIMUM #18 AWG. PROVIDE #12 OR HIGHER WHERE REQUIRED FOR VOLTAGE DROP. D - AUXILIARY CONTROL CIRCUIT - MINIMUM #18 AWG. PROVIDE 112 OR HIGHER WHERE REQUIRED FOR VOLTAGE DROP. • QUANTITY OF AUXILIARY CONTROL CIRCUITS TO BE DETERMINED BASED UPON CONTROLS REQUIRED. VEST DORM STOR BUNK BUNK DORM BUNK BUNK STOR DINING DINING CORR CORR CORR CORR CORR CORR VEST 117 122 119 120 121 122 123 124 125 132 132 100 100 100 100 100 100 105 U U HOSE STOR JAN ELEC MECH GEAR DECON STOR STOR R R 114 113 111 112 110 109 108 107 103 RM RM 110 110 1-B J J J J J J NOTIFICATION HOOD CIRCUITS S2&H2 F BLDG. 'B' F F F F F F H H H 1-C GAS FACP RM RM RM RM RM 100 100 128 129 118 RM 33 FIRE ALARM RISER DIAGRAM SCALE: N.T.S. PANEL: LA MLO: 600 AMPS AIC RATING: 10000 AMPS 1 PH, 3W SERVICE: 120/240 V., MCB: 0 AMPS DESCRIPTION KVA BKR CKT A B CKT BKR KVA DESCRIPTION LTG; SITE 1.3 20 1 2 20 0.8 LTG; APPARATUS BAY LTG; SITE 1.3 20 3 4 20 0.99 LTG; BLDG N. LIVING SPARE; 0 20 5 6 20 0.99 LTG; BLDG S. OPERATIONS REC; RM 166 1.1 20 7 8 - 0 SPACE REC; RM 103,4,7 0.9 20 9 10 20 0.2 EQ; IRR CNTL REC; RM 100,1,2 0.9 20 11 12 20 1 REC; CORD REEL #1 REC; RM 136 0.9 20 13 14 20 1 REC; CORD REEL #2 REC; RM 130,131 0.9 20 15 16 20 1 REC; CORD REEL #3 REC; RM 128,130 0.9 20 17 18 20 0.9 REC; APPARATUS BAY REC; RM 111,13,25.27 1 20 19 20 20 0.5 REC; APPARATUS BAY REC; EWC 0.6 20 21 22 20 0 SPARE; REC; RM 109, 110,112 0.6 20 23 24 20 0 SPARE; SPARE; 0 20 25 26 2P 2.3 EQ; EWH1 SPARE; 0 20 27 28 30 2.3 EQ; EWH 1 SPARE; 0 20 29 30 20 0.8 MTR; EF5 SPACE 0 - 31 32 20 0.8 MTR; EF6 SPACE 0 - 34 -SPACE 0 - 36 2P 0 TVSS SPACE 0 - t33 38 20 0 TVSS SPACE 0 - 40 2P 28.38 PNL EA SPACE 0 - 41 42 300 27.435 PNL EA A PH = 39.03 B PH = 40.77 SERVES CONN LOAD FACTOR FEED DIVERSITY KVAD PANEL KVAD LIGHTING RECEPT MISC EQUIP A/C HEATING LARGEST MOTOR OTHER MOTORS OTHER SPARE 5.38 12.20 4.80 0.00 0.00 0.80 0.80 55.82 x x x x x x x x I 1.25 * 1.00 1.00 1.00 1.00 1.00 1.00 I = = = = = = = = 1 6.73 11.10 4.80 0.00 0.00 0.80 0.80 55.82 1 63.96 x x x x x x x x = = = = = = = = TOTALS 79.80 KVA 1 1144.00 KVA • PER N.E.C. 220-13 PANEL: EA MLO: 0 AMPS AIC RATING: 10000 AMPS 1 PH, 3W SERVICE: 120/240 V., MCB: 300 AMPS DESCRIPTION KVA BKR CKT A B CKT BKR KVA DESCRIPTION LTG; APPARATUS BAY 0.88 20 1 2 20 0.9 REC; DORM LTG; DORM/CORR 0.935 20 3 4 20 0.7 REC; RM. 124,27,30, LTG;BLDG. NORTH LMNG 0.9 20 5 6 20 0.4 REC; RM. VENDING LTG; SOUTH OPERATIONS 0.9 20 7 8 20 0.9 REC; RM. 132 A/C; CU 1 3.8 2P 9 10 20 0.7 REC; RM. 132 A/C; CU 1 3.8 60 11 12 20 0.6 REC; RM. 132 A/C; CU2 3.8 2P 13 14 20 0.9 REC; RM. 132 A/C; CU2 3.8 60 15 16 20 0.3 EQ; HOOD, RM 132 A/C; AH 1.1 2P 17 18 20 0.5 REC; RM 101,04.15 A/C; AH 1.1 20 19 2 1 20 0.7 REC; RM. 108 A/C; EDH1 6.5 2P 21 22 20 0.7 REC; WASHER A/C: EDH1 6.5 60 23 24 2P 4.5 EQ; DRYER EQ; GEN. BAT CHARGE 0.3 20 25 26 50 4.5 EQ; DRYER EQ; GEN. TANK H 0.6 20 27 2 1 20 1.2 MTR; DOOR #1 EQ; FUEL PUMP 0.5 20 29 30 20 1.2 MTR; DOOR #2 REC; TEL BD 0.3 20 31 32 20 1.2 MTR; DOOR #3 REC; ELEC RM 0.8 20 33 34 20 1.2 MTR; DOOR #4 REC; FACP 0.3 20 35 36 20 0.2 EQ; GAS SOLENOID SPARE; 0 20 37 38 20 0.2 EQ; MONOXIDE SENSOR EQ; TVSS 0 2P 39 40 20 0.5 REC; DISPOSAL EQ; TVSS 0 20 41 42 1 20 0.2 REC; FACP A PH = 29.98 B PH = 29.04 SERVES CONN LOAD FACTOR FEED DIVERSITY KVAD PANEL KVAD LIGHTING RECEPT MISC EQUIP A/C HEATING LARGEST MOTOR OTHER MOTORS OTHER SPARE 3.62 9.10 11.10 30.40 0.00 1.20 3.60 0.00 x x x x x x x x 1.25 * 1.00 1.00 1.00 1.00 1.00 1.00 = = = = = = = = 4.52 9.10 11.10 30.40 0.00 1.20 3.60 0.00 12.08 x x x x x x x x = = = - = = = = TOTALS 59.02 KVA 1 72.00 KVA * PER N.E.C. 220-13 ELECTRICAL LEGEND SYM IXX OPTION mouNnm 0 INCANDESCENT, FLUORESCENT OR HIGH INTENSITY CEILING - SEE DISCHARGE LIGHTING FIXTURE, LETTER INDICATES TYPE FIXTURE SCHEDULE FLUORESCENT LIGHTING FIXTURE, LETTER INDICATES TYPE. CEILING - SEE FIXTURE SCHEDULE FLUORESCENT LIGHTING FIXTURE ON EMERGENCY GENERATOR CEILING - SEE CIRCUIT. LETTER INDICATES TYPE. FIXTURE SCHEDULE D DIMMER SWITCH, SLIDE TYPE, NOVA-T OR EQUAL M.H. 48" AFF TO TOP FLUORESCENT STRIP LIGHT, LETTER INDICATES TYPE. TEXT G SCHEDULE n INCANDESCENT, FLUORESCENT OR HIGH INTENSITY WALL - SEE Y DISCHARGE LIGHTING FIXTURE, LETTER INDICATES TYPE FIXTURE SCHEDULE Xqp X® EXIT LIGHT, LETTER INDICATES TYPE SEE FIXTURE SINGLE OR DUAL FACED AS INDICATED ON DRAWINGS SCHEDULE SINGLE POLE TOGGLE SWITCH M.H. 48" AFF TO TOP $3 4 THREE OR FOUR WAY TOGGLE SWITCH M.H. 48" AFF TO TOP $M MOTOR/HP RATED TOGGLE SWITCH SIZED PER MOTOR M.H. 48" AFF TO TOP MANUFACTURER'S RECOMMENDATION. OR AS NOTED SINGLE RECEPTACLE - 120VAC M.H. 16" AFF TO BOTTOM U.O.N. DUPLEX RECEPTACLE - 120VAC M.H. 16" AFF TO BOTTOM U.O.N. DUPLEX RECEPTACLE - 120VAC MOUNTED 42" AFF TO BOTTOM U.O.N. DOUBLE DUPLEX RECEPTACLE - 120VAC M.H. 16" AFF TO BOTTOM U.O.N. DOUBLE DUPLEX RECEPTACLE - 120VAC M.H. 42" AFF TO BOTTOM U.O.N. O JUNCTION BOX OR OUTLET BOX, 4" SQUARE BOX AS NOTED UNLESS OTHERWISE NOTED ® PANELBOARD. TYPE AS INDICATED ON DRAWINGS. M.H. 6'-6" TO TOP OR AS NOTED NON -FUSIBLE SAFETY SWITCH M.H. 6'-0" TO TOP OR AS NOTED FUSIBLE SAFETY SWITCH M.H. 6'-0" TO TOP OR ON EQUIPMENT Ep COMBINATION MOTOR STARTER AS NOTED P ILLUMINATED SINGLE POLE TOGGLE SWITCH M.H. 48" AFF $ TO TOP ► COMBINATION DATA TELEPHONE OUTLET WITH 3/4" EMPTY M.H. 16" AFF CONDUIT WITH PULL -WIRE INTO CEILING SPACE. TO BOTTOM BRANCH CIRCUIT CONDUIT AND WIRE CONCEALED ABOVE N/A CEILING OR BEHIND FINISHED WALL BRANCH CIRCUIT CONDUIT AND WIRE CONCEALED BELOW N/A FINISHED FLOOR OR UNDERGROUND. RACEWAY EXPOSED ON WALL OR CEILING N/A �' Wm RACEWAY RISER, UP OR DOWN AS NOTED N/A LA- 1,3 HOMERUN TO PANELBOARD - LETTER INDICATES PANEL, N/A NUMBER INDICATES CIRCUIT NOTE: ANY HOMERUN WITHOUT FURTHER DESIGNATION EG INDICATES TWO #12 AWG AND #12 AWG EQUIPMENT GROUND. CONDUIT CAPPED N/A AY MOTOR CONNECTION AS NOTED DEVICE AS NOTED AS NOTED PHOTOELECTRIC CELL AS NOTED T� TIME CLOCK, AS NOTED OR SPECIFIED M.H. 54" A.F.F. TO BOTTOM OR AS NOTED FIRE ALARM MANUAL PULL STATION M.H. 48" AFF TO TOP -F FIRE ALARM STROBE LIGHT ONLY TOP 6" BELOW CEILING OR 80" A.F.F. WHICHEVER IS LOWER H F FIRE ALARM HORN WITH STROBE LIGHT C=CHIME, B=BELL, H=HORN, S=SPEAKER TOP 6" BELOW CEILING OR 80" A.F.F. WHICHEVER IS LOWER FIRE ALARM SMOKE DETECTOR CEILING MOUNTED (SS = SINGLE STATION, SOUNDER IN BASE) [ j -� FIRE ALARM RELAY TO SHUT DOWN AIR HANDLER UNITS SEE PLANS �SD FIRE ALARM SMOKE DETECTOR IN A/C DUCT DUCT MOUNTED (SEE MECH. DWGS.) FACp FIRE ALARM MAIN CONTROL PANEL .TOP'-6" AFF 1� TV CABLE OUTLET M.H. 16" AFF TO BOTTOM OR AS NOTED 30A, 250V RECEPTACLE AFF 0"BOTTOM B FLUORESCENT LIGHTING FIXTURE ON EMERGENCY GENERATOR CEILING - SEE CIRCUIT. LETTER INDICATES TYPE. FIXTURE SCHEDULE INCANDESCENT, FLUORESCENT OR HIGH INTENSITY CEILING - SEE ©F DISCHARGE LIGHTING FIXTURE, LETTER INDICATES TYPE, FIXTURE SCHEDULE ON GENERATOR CIRCUIT. T SINGLE POLE TOGGLE SWITCH, WITH 15 MIN. OFF DELAY M.H. 48" AFF PENN VENTILATOR CO. MODEL AMR-12 OR EQUAL. TO TOP AFF ABOVE FINISHED FLOOR DR DOOR EDL ELECTRIC DOOR LOCK EWC ELECTRIC WATER COOLER EWH ELECTRIC WATER HEATER EG EQUIPMENT GROUND EM EMERGENCY CIRCUIT GF1 GROUND FAULT INTERRUPTER G, GND GROUND GWB GYPSUM WALL BOARD MH MOUNTING HEIGHT N/A NOT APPLICABLE RL RELOCATE SP SINGLE POLE ST SINGLE THROW LION UNLESS OTHERWISE NOTED WP WEATHERPROOF 126 Third Avenue North, Suite 102 Safety Harbor, Florida 34695 Phone: (727) 725-0111 Fax: (727) 725-0209 Architecture • Planning • Engineering AAC002095 • EB0006092 J U um z O � o Qa} H- Cr. � o • o Um 3 Uj z NW nog r+YiY1�1011 ! dab 0 GENERAL REVISION 2-26-99 � dh1NMIQ� FIRE ALARM RISER DIAGRAM AND PANEL SCHEDULES Project BDG97-21 dab SEPT 18, 1998 drawn RMS shoot E-4.0 v° N gi' VAVII �-- SEC. 2, T WP. MS®, RNGe Zl Es PASCO COUNTY, FLOmDA I2a�,cgh torz, r Ro ad le 4�1 403 hiA/fh of Trvct ,1e ley �e `q� `q!� `p ♦ ♦ b r a c t 7 \\ZHCCL ` 0►whood utflily im Ile roe• �,y � � I F.I.R. 1 / 11-6 no ID. cap AI ctirnw of the W 114 of Eke W 114 of Section 2-26-21 found PK nail ! clink I I A 1 I ;i 1�1 ' --�'�------ 3-75-- --- t 89'S9'31 E. 310.00' s I F.I.R. 1/2� t t to no ID. cap \ � %s I tr I roe° of d►e /4 o Section 24 ?,e ?t �'° ?'� ?� ;r - Ilk I b ° ro ro ® o p ° 3 b I4 •,b1 0 � ,,. �.�. ��. tee. `q. ♦• ♦ � q. I v \`,eeTWINWELL O o o f I V s y N TM a ``'° `bR °� `1~ `�� `e' `°� `e "�°1 '°\\ �• 0 •g+ 117 inwt = 1 I 18' do. W. 6^ M I TFQd ibotMtdbry of ro� \ lore o ��° I b>}dslad End q 0 �W Saar rout E A p ° e o q 3 eti gal 'v ( �roti � th ` "�• ��• � +J ,e. `y. `b. '�° b• '^' ��' to +` � .\ a 2T b IT Ile o I t o b. a I Awtrood utdity O ° I ) 21111 �`© �`, Z `� �� ,rod ��� `3� 16• `� `eo `yM a 1yv b ♦`� IiDJJS ? ? ( N sow SM-010 \ •'o my I; Twst r/s rt�Nd, tIr ofIII .,�. , Found PK nail ,o' ro Ir �� 'l` «. Found P K Nail _ with ID. disk "LB 107" >>> b , ` 404 End I with ID. disk "LB 107" I d� �dt 81 4► °' ° , o� +� �'p �? ro4, ,��' �? ubZty Mwwt = 1.169 i x CRETE C CONCRETE CONCRETE CONCRETE CONCRETE find 11 I I DOP = 1 ECK �OPC sC ��_ DITCH CHECK DffCl` CHECK DITCH CHECK p = 110.59 P 111.49 TOP = 112.54 ! f I Fast bmidory of I o9.ss I ro ro y a b e e o 9 °�• °�• o�• d1 �• �• dr• �©• .• ��• ��' ,�,'� pro° I ��� i � Tioct 10 I �► &mtrood ut'9ity brie / i I I I 3'99' of B' din. PI+C avvity wirier III I 12' Plc W0* One I Till' E .S' SCALE: 1" = 30' 0' 30' 60, I I 1 SURVl1+YOR3 NOTES: 1. No underground bsstalkUons or improvements bays be= located noept as anted. 2. No tastriI of record reBectins sessaoants, r*hts of jseutrrooet oanror of I I 1 way, II oc evnas�ip wm fwW&ed tide aaresym emeept South boundary of Tram 10 Tmct 10 2hM I i i 1 Found PK nod' g clak 9. Thils tntteynr y wss prepared without the bendlt of a title match. I L---------------------------------- s. a�r.r w.—as�.se'-------------------------------------- I �150' 7'�"�ee .L�o►e�'LGar 1 bpkv � I O I � I cwcmte 1 Mch crock — 1 1 1 1 1 • ditch check detail 1 scale. 1" = 10, 1 1 SwRoty Sesw Mmftb 1 RAm ** low = IIt23 , &I etkrvtion = 105.28 1 lndkdw Camphor tree lndcotes Choke Cherry tree lndkdn Oak tree Indicates Cedar tree Legend PI PAP. ►" PI FAXftW Fip. " ►Ills. iJ R . R■ CQ- ►P.CiC. hN d emmttr OMttt hntttwtt Glrtltml hilt httrtttttwt a101M ► affm tt 1W d 11111111I t d bw fww dwi wnwntR raw Ilhl a Ita M Iit1 a 0* QQB Ile t l bm"a w Ltl Net Merit" h�ti�tt ir��il f�eY�tt IMtrltiw� si crib Mtlma 1 i i oit�ttir ledm thttr TAa T. & OW. MPK R cub. C.ti. emu:. OK up of ffrt* U d a" ftmmb ho* iF 0t.wp�rtre halt pill fit Pala am Fiinw t#etMM fir Utr �: ft"" = NM h The East 325.00 feet of the North 200.00 feet of Tract 10, ZEPHYRH/LLS COLONY COMPANY LANDS, in Section 2, Township 26 South, Range 21 East, as recorded in Plat Book 1, Page 55, Public Records of Pasco County, Florida; SUBJECT TO right of way for roads and utilities across the East 15.00 feet thereof. RESERVING an easement over and across the Southerly 10.00 feet for ingress and egress and utilities as recorded in OR Book 3078, pg 1616. NOTE.• Sanitary sewer line kcations are based on the manhole locations from this survey. Sewer line sizes and stub —out locations as well as waterline size and location olDng Dairy Road are based on "As Built' drawing dated March 5, 1985, prepared by C. Fred Dleue/ and Associates, Inc. for the City of Zephyrhil/s. Bearings shown hewn are based on the East boundary of the NW. 114 of the NW. VWaf_Sect 2-tieing - .#XX1'04'35" JV assumed). Elevation shown hereon are based on Pasco County Betichmark 152 at elevation 90.36 N.G. V.D. 1929. (Note S W.F.W M.D. benchmark CRIS-19 A at elevation 106.66 differs with the county benchmark by 1.22 feet. To convert to S.W.F.W.M.D. Datum add 1.22 to all elevations.) Date of Survey. • July 2, 1998 REV.#I DATE Certificate of authorization number LB 107 Not valid without the signature and the original raised seal of a Florida licensed surveyor and mapper. The property described hereon was surveyed under my direction and supervision, the sketch hereon is a true and accurate representation of the some and this survey nests the Minimum by Technical Standards set forth the Fkrrida Board of Professionoi Land Sunsyors in Chapter 61G1 -6 Floft Code pursuant to Sscton 472.027, Fktrido MobAss. REVISION C. Fred Deuel and Associates, Inc, CONSULTING ENGINEERS a LAND SURVEYORS • LAND PLANNERS ST. PETERSBURG • ZEPHYRHILLS at. POWsburg Head OfAoe: 1620 First Avenue North St. Petersburg, FL 33733 Phone: (813) 822-4151 Fax: (813) 821-7255 BY Zophyifillis E3rrrwh CMm: 5151 Gall Boulevard Zephyrhills. FL 33541 Phone: (813) 782-6717 I =: (813) 782-5426 Boundary - Topo - 13 *ee Survey Porfion of ?fact >O Zephyrhilis .for the Bacon Groin, l ne. FLORIDA . I I David G. Armstrong, PLS. 1w WORK ORDER No.I 11263-ZH SCALE: 1" • 30' SHEET 1 10,1 n No. 1( FLORIDA SURVEYOR'S REGISTRATION NO. 4970 d9° FLORIDA ENGINEER'S REGISTRATION NO. N 89` 59' 31 " E 310.00' 12" " 16» 12 8» I10' A 20„ BLDG. SETBACK LINE (TYP.) 5 G CONC. WHEEL C I 15' B J e STOP (TYP.) 5 I 5 5 20'x2O' VAN ACCESSIBLE I HANDICAP SPACE W/ 5' AISLE & SIGN G I5 5' CONC. SIDEWALK(TYP.) A lyvill C, N�/ I I1 1.07' 9'TYP. a I 5'J 0 TYP. X TWIN 9„ = 50VJ I TYP. 44141TE w I 9' SEE OWNER Tf�AMQ 'PAINT° I FOR SPECIALTY PVMT. DETAILS% ° (TYP.) 48 01 15' fl oI0 20'R 40'R X 0 CONC. H APRON EXIST. T E TO j / /— BE REMO D (TYP.) o j o FUTURE BLDG. o I I PROPOSED �-EXPANSION AREA z 1 I / PROPOSED: 20" I POND 2 / POND J I '0» FUTURE 5' CONC. l SIDEWALK (TYP.) D » (NOT IN CONTRACT) \ 5 I I I 24 EXIST. TREE TO ��� �� A CH� B B NG REMAIN (TYP.) I I (S E a H. PLANS) TWIN 7"/'� I ) „ >4 I TWIN 5" / 6' 4„ "1 4" 10" 6„ \ 5" 4„ 4" g" I ' 40'R 5 4" 8 4" �8 20'R 1 O' R PRIVATE ROAD 30" R 1 -1 STOP SIGN PERM. MOUNTED TYP. 24" WHITE - STOP BAR PER FDOT INDEX 17346 EXIST. UTILITY WHITE TRAFFIC POLE PAINT DIRECTIONAL ARROWS PER FDOT INDEX 17346 RETAINING WALL (SEE STRUCTURAL PLANS) J a» TRIPLE 12" FIRE STATION ti •• FUTURE PARKING 20. E 4' (NOT IN CONTRACT) (K)CONC. WHEEL 5 STOP (TYP.) 8.11' Y 5 w 0 64.80' 0 c� 40' R FLUSH PRICK- ARCH: Q.URBIING ($EE OWNER) CONC. H APRON 5 40'R SEE OWNER PLANS FOR SPECIALTY PVMT. DETAILS- I 1 PROPOSED A POND 1 5 B (20'x2D' VAN ACCES IBLE 5 5 HANDICAP SPACE W/ 5' AISLE & SIG J I TWIN 4 TW„ 8» TWIN 8" 25' 1O'R BLDG. SETBACK 40 R -� 0 EXIST. OVERHEAD UTILITY LINE EXIST. UTI LITY POLE EXIST. OVERHEAD UTILITY LINE 0 10 20 40 GRAPHIC SCALE SCALE: 1" = 20' LEGEND I WROPOSED ASPHALT PAVEMENT I , PROPOSED CONCRETE z Qa_� 20,EXISTING TREE T❑ REMAIN )00 0�,o��+ <_J 20EXISTING TREE T❑ BE REMOVED 5" 1K� N 400. 0' IU' (2) WHITE TRAFFIC PAINT DIRECTIONAL EXISTING LIVE OAK TREE ARROWS PER + FDOT INDEX 17346 0 EXISTING CAMPHOR TREE TYP. 24" WHITE STOP BAR PER FDOT INDEX 17346 EXISTING CHERRY LAUREL TREE I EXISTING CEDAR TREE EXISTING ASPHALT 30" R 1-1 STOP SIGN I FUTURE IICALL-OUT AETAIL ET NUMBER DETAIL IS SHOWN ON I SPECIALTY PAVEMENT I (SEE ARCH. PLANS FOR DETAILS) I 1 R HT-0 -WAY -INE SITE DATA ZONING OP GROSS SITE AREA 1.42 AC, BLDG. GROSS FLOOR AREA 0.27 AC, PAVED AREA 0.38 AC, SIDEWALK AREA 0.05 AC. TOTAL IMPERVIOUS 0,70 AC. (49%) PROPOSED OPEN SPACE 0.72 AC. (51%) SOILS KENDRICK ARRED❑ND❑ - - —T— r - I- - - �i yqmrw~i 14,1110� r� 126 Third Avvwws North, butts 102 bafsty Harbor, Florida 346W Phone, (813) 925-0111 Pax: (813) 12b-0208 Architoawe - Planning - 1h9loe tUig AAC002OW0K800060W J V Q LL Q o z o0 O IJ. o Cd J Fm C/) p } Lu 2 a CC N LL W z Z r W uJ to CL W WPM CV) 0 0 LLu-a LL W CO■ w � J+ JCV) J to } W W N N no. revision / Ilesue date I GENERAL REVISIONS 12/w 2 GENERAL REvISIONS 02/t% drawings SITE PLAN project sheet E*W-21 date SEPT. 15, 1998 drawn RSB SWALE I.E. 119.5 81 LE I.E. 116.5 WITH 24" MI R N � o�O (SEE D ET)I L h0 Nrll I� STOP SWALE O > I.E. 119.3 ' L.F. 24' START SWALE C.O. E. 116.8 MW�OUAI5�5000 I c ALE I.E. 118.5 TAINING WALL A C. I.E. 116.05 SEE S RUCTURAL PLANS �2S SEE D IL � K SILT FENCE i �• v o o �� o 120, �o % ^,C� O h� �D h� �0 10 ,�� � � �ti 2"1 �`t 4V12 `L 2D0 �`L '2" 1 5 f' RMEE'L"11N9.5 I I 20 IBLDG. SET CK LINE (TYP.) r5 E 15' >>� E 12" i 123 Ii E S\� p �P\��` 147 L.F. 24 STOP LE 55 L.F. SWAL J N 0 p� MIRADRAIN 5000 I.E. 119. W/O MIRADRAIN F.F. 70 L.F. W/OUT SWALE 12Q 120 120.00 `� 14"x23" R.C.P. K EN 4 MIRADRAI 120 tK W/ OUT L CONNECTION q, 5 19'9 C, Q) 13 'S 2 I-E. 1 1117 11 ,6 11 �. o Q� ti ti ,1 4 1 9`l . �` ���� SA CH 13 L.F. 4" P 1 O �O� >>9 J EXIST. PVMT. FIRE S N �� ALONG DRIVE 0 10 20 40 GRAPHIC SCALE SCALE: 1" = 20' TRENCH GRATE F.F. EL. 12 - 7 - n I O I NOTES: I.E. 114.87' >>6 _ to - C.O. I.E. 11 3> i20 �. �� L 11l 2 1 �� ' 2 12 I �� �O �� 1. FLOOD ZONE PER F.I.R.M. MAP °_� `L 120235 0005 C, DATED DECEMBER 17, 1991, t 5 8 �`' - �O �� �� �� `�'� ` `L �' 1f 00 � �� THIS SITE IS LOCATED IN FLOOD ZONE X. .`' EXIST. WELL c REMOVE EXIST. 18" N ^ H _ _ ( ) 2 EXISTING � LICENSED EZWATER 117 SEE NOTE CONC. °i R.C.P. & 2 M.E.S. - �S RgAPRON SH BR1�K CURB WELL CONTRACTOR. I PASS T U SEE TYP. 5ti REMOVE EXIST. (SEE ARCH. H 116,8 SEE S C API F.F. EL. 12 o• ASPHALT 9• 00 3. THE STORMWATER PONDS SHALL BE OVER -EXCAVATED \ O � � (o 'S �L TO ELEVATION 110.00. ALL SANDY CLAY 12�'O O ENCOUNTERED WITHIN THIS DEPTH SHALL BE z REMOVED. THE PONDS SHALL BE BACKFILLED WITH �8 25• °'• I w Q SANDY SOILS (5% PASSING US #200 SIEVE). 1 >>� PON 2 T. POND 1116.0' ,11 � 4. THE ENTIRE FOOT -PRINT OF THE BUILDING AREA I 115,82 11 11 , 6 y T.O.B. EL. 3' BOTTOM 14.0' �'� SHALL BE OVER -EXCAVATED TO A DEPTH OF AT BOTTOM EL. 1 4:1 SIDE SLO 35 O �� Q 0� LEAST THREE FEET BELOW THE BOTTOM ELEVATION O ,� 54:1 SIDE SLOPE O 5 11 O �. �- �. o OF THE PROPOSED FOOTINGS. THIS AREA SHALL ,��,• ,��• B ��`'�' �.�`' �.�`�' �`�' ' ,��' ��' I � �. � BE BACKFILLED WITH CLEAN SAND AND COMPACTED 9-4 / I �� IN ONE -FOOT LIFTS. THE EXCAVATION FOR THE Q I FOOTINGS SHALL BE CUT IN THE PREPARED FILL. I �I FUTURE BLDG. Q _J °� 20' �N�� �1�� 1[k� J I 10" /-EXPANSION AREA >>6 M•E. S. �, I N= 5. CONTRACTOR SHALL REVIEW THE GEOTECHNICAL SUMP I S. / F.F. EL. 120.5 I REPORTS DATED AUGUST 6, 1998, AUGUST 24, 1998 POND 2 I.E. 1 10.5' I.E. 1 1 �� 1- o AND SEPTEMBER 2, 1998; PREPARED BY HERNASCO T.O.B. EL. 113' 5�c5' ,, ( 95 a,45 O� O TYPE 'C' MODIFIED TESTING LABORATORY PRIOR TO CONSTRUCTION. > �� 1 RC I 11 11 1� BO OM EL. 111 �� �, ti '� O 5`? 5 �S �, O �� 1 �� DITCH BOTTOM INLET 4 SIDE SLOPES, N �� 18" 1 - a` 11 >>S 1 N�5' + CS 1 I O °� I TOP EL. 115.5' ��. -' ���• WEIR EL. 1 14.9'` WEIR F.E.S. - 23 I.E. 113.89' (SE) , f CS2 I.E. 1 10.8 \EXIST. RE 0 E.R. .P. I SEE DETAIL ON SHEET C-5 I.E.111.7 „ I REMAIN ( P ) EXIST. RELOCATED O �`✓� o,� �p� e IN ,�� Z. 4„ 8„ O �O M.E.S. I.E. 1 13.75 �O ,� �8 1 � .Co �� .� .� R ' 4>, � � O + Y °�TWIN 8 I�`O '°� •��`�' I° , 4 ��� ' SAWCUT AND MATCH 20' SWALE '� . T 27 ALE 14 LF I DAIRY ROAD H dtW DUG 8" Do ��' p` AND D 00 �� h 1 " C, M P_ PAVEMENT �0� SO E) .:-..- z SAWCUT & MATCH Cp g ? EXIST. PVMT. PRIVATE *AD � O 1 O ti SAWCUT MA CH S o, w w 3I 1 ti ti�� O h 0 � 0 O �, � h w o o. O �,. � p p O EXIS V �? O ^� o `' `1 �°�' poi O p°� �`i �`� �` �` �^� • �� D �� . ��`�' -J c� cn ALONG DRiVE _ �00' 1b, (0 1 DSO 111 ����p w EXIS CONC`� EXIST. C. ONC. DITCH E'%T. CONC. x EXIST. CONC. /OBE T. CONC. DITCH CHECK DITC HECK DITCH ECK DITCH CHEC K DITC ECK =108.1 6 TOP=10 TOP=109. TOP=1 10.59 TOP=1 1 1. TOP=1 12. IST. M.E. TOP . I. 113.45 HAY BALES JVU I U tit r'L(jULU `L `L `L O p tx `L O O ALONG BOTH SIDES 16`O OF DRIVEWAY TO BOTTOM OF POND DRIVEWAY 9' POND 1 POND 2 5' 24' PAVEMENT 5' POND 2 7 T.O.B. EL. 116.0 3•/ FLUSH BRICK CURB BOTTOM (SEE ARCH. PLANS) EL. 114.0 A SECTI❑N A C - 4 N,T•S. R EXIST. GRADE 5' SEE PLAN VIEW FOR ELEVATIONS RETAINING WALL SEE STRUCTURAL PLAN FOR DETAILS - HIGH POINT EL. 120.0 EXIST T.O. B. GRADE7 EL. 113.0' BOTTOM FLUSH BRICK CURB (SEE ARCH. PLANS) SOD TO BE PEGGED ALONG BOTH SIDES OF DRIVEWAY TO BOTTOM OF POND B SECTI❑N B C-4 N.T.S. �- PROPOSED CONC. SLAB F.F. EL. 120.0' PASS THRU FUTURE BLDG. EL. 120.0' LOCATION PROPOSED FIRE STATION EXIST. FUTURE F.F. EL. 120.5' GRADE SIDEWALK FUTURE EXIST. PAVEMENT PAVEMENT DRIVEWAY 24" MIRADRAIN SEE DETAIL 5 SECTI❑N C C-4 N.T.S. T.O.B. SIDEWALK EL. 1 13.0' BOTTOM EL. 1 1 1.0 RETAINING WALL SEE STRUCTURAL 5' PLAN FOR DETAILS 3.0' _ z _LA_ EXIST. GRADE TO 120.1 ' GRADE 3: / 3,1 AT BUILDING N� SEE PLAN VIEW 0.5' MIN. FOR ELEVATIONS 0.75' 24" MIRADRAIN SEE DETAIL 5 D SECTI❑N D C - 4 N•T•S• 6. 0' EXIST. EXIST. GRADE GRADE 3:1 3.1 1.0' MIN. E SECTI❑N E C-4 N.T.S• �i 126 Third A,va%m North, 8u1ts 102 6afety Harbor, tlorrda 346W 1 horm. (813) 125-m111 Fax: (813) 125-m205 A,rCh(t�Cti/'� • Plamir� • �IM�rI� Ar1Gm020g6 • semmmem92 >1011111111111 J V Q LL Q o z 00 O aLIL Fm C0 Q a i' J F0111111111 T co W a N LL W z Z CV W r a qe Lu W cr) C'7 C 0 !& O 0 LL 0 ■ w w JCf) Lo M J J - CIO a: LO a w W N N no. revlslon / issue date 1 GENERAL REvISIONS 12/SS 2 GENERAL REvISIONS 02/99 drawings PAVING, GRADING 4 DRA INAGS FLAN project BG98- 21 date SEPT- 15, 11Bw drawn RSB sheet S�4 GENERAL CONSTRUCTION NOTES I. ALL ELEVATIONS REFER TO THE NATIONAL GEODETIC VERTICAL DATUM (1929). 2. LOCATIONS. ELEVATIONS. AND DIMENSIONS OF EXISTING UTILITIES. STRUCTURES. AND OTHER FEATURES ARE SHOWN ACCORDING TO THE BEST INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF THESE PLANS. THE CONTRACTOR SHALL VERIFY THE LOCATIONS. ELEVATIONS. AND DIMENSIONS OF ALL EXISTING UTILITIES. STRUCTURES AND OTHER, FEATURES AFFECTING, THIS WORK PRIOR TO CONSTRUCTION. 3. THE CONTRACTOR SHALL CHECK PLANS FOR CONFLICTS AND DISCREPANCIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE OWNER'S ENGINEER OF ANY CONFLICT BEFORE PERFOR",'.NG ANY WORK IN THE AFFECTED AREA. A. THE CONTRAC-.-OIR SHALL EXERCISE EXTREME CAUTION IN AREAS OF BURIED UTILITIES AND SHALL PROVIDE AT LEAST 48 HOURS NOTICE TO THE VARIOUS !JTILITY COMPANIES IN ORDER TO PERMIT MARKING THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES IN ADVANCE OF CONSTRUCTION. BY CALLING FLORIDA SUNSHINE STATE ONE CALL_ CENTER OF FLORIDA. INC. AT 1-800-432-4770. 5. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE TO EXISTING FACILITIES. ABOVE OR BELOW GROUND. THAT MAY OCCUR AS A RESULT OF THE WORK PERFORMED BY THE CONTRACTOR. 6. ALL uNDERGROUND UTILITIES MUST BE IN PLACE AND TESTED OR INSPECTED PRIOR TO ROADWAY BASE AND SURFACE CONSTRUCTION. 7. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BECOME FAMILIAR WITH THE PERMIT AND IN:>FECTION REQUIREMENTS Or THE VARIOUS- GOVERNMENTAL AGENCIES. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION. AND SCHEDULE INSPECTIONS ACCORDING TO AGENCY INSTRUCTION. 8. AL!_ SPECIFICATIONS AND DOCUMENTS REFERRED TO SHALL BE OF LATEST REVISIONS ANC'/OR LATEST EDITION. ri.. ALL WORK PERFORMED SHALL COMPLY Wi1"H THE REGULATIONS AND ORDINANCES OF THE VARIOUS GOVERNMLNTAL AGENCIES HAVING JURISDICTION OVER THE WORK. 10. CON-l-RACTOR SHALL SU'.MIT FOR APPROVAL TO THE OWNER'S ENGINEER SHOP DRA'N'.NGS ON ALL PRECASI AND MANUFACTURED ITEMS. FAILURE TO OBTAIN A.PPFIOVAL BEFORE INST.ALLA;ION MAY RESULT IN REMOVAL AND REPLACEMENT AT CONTRACTOR'S EXPENSE. i AT L_:AST 60RKI�•IG DAYS PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL NOTIFY 1HE ENGINEER AND APPROPRIATE AGENCIES AND SUPPLY THEM WITH ALL APPROVED SHOP DRA'I'iINGS, THE CONTRACTOR'S NAME. STARTING DATE. PROJECTED SCHEDULE. AND OTHER INFORMATION AS REQUIRED. ANY WORK PERFORMED PRIOR TO NOTIFYING THE EN',1NEER OR WITHOUT AGENCY INSPECT -OR PRESENT MAY BE SUBJECT TO REMOVAL AND _rF`LACEMEN T AT THE COI'J T RACTOR' S EXPENSE. 12. WORK ;-'ERFORMED UNDER THIS CONTRACT SHALL INTERFACE SMOOTHLY WITH OTHER t^JI_'RK BEING PERFORMED ON SITE_ BY OTHER CONTRACTORS AND UTILITY COMPANIES. IT Wi!._L SE NE�.:ESSARY FOR THE CONTRACTOR TO COORDINATE AND SCHEDULE HIS !;C'TIVITIES. Wr'FRE NECESSARY WITH OTHER CONTRACTOR AND UTILITY COMPANIES. I Al. 1 D i ! u ,,bE 1 AREAS WITHIN PURL- I RIGHT-OF-WAY ARE TO BE RESTORED TO OR I C i NAL "(Dr:1DITION OR BETTER. ! RCF'AIP AND REPLACEMENT ;DF ALL PRIVATE AND PUBLIC PROPERTY AFFECTED BY THIS VORK "HALL. BE RESTORE" TO A CONDITION EQUAL TO OR BETTER THAN EXISTING ;OfIDt ONS BEFORE COMMENCING CONSTRUCTION WORK UNLESS SPECIFICALLY EXtV1P :=D BY THE PLANS. ADDITIONAL COSTS ARE INCIDENTAL TO OTHER CONSTRUCTION AND i;tl EYI-I A COMPF"1S^T-",I, IS iC7 BE ALLOWED. ALL. J i S1 URBED AREAS 'PJH T CH AE NOT TO BE SODDED ARE TO BE SEEDED AND MULCHED r^ CD(IT STANF ^RDS /AND vL' INTA,NED UNTIL A SATISFACTORY STAND OF GRASS ^RLF. FFIE RI- ":LATORY AGENCY" AND ENGINEER OF RECORD HAVE BEEN C,I'; I`.,F_L,. ANY WASHOUTS. PEGRADIN6. RESEEDING. AND GRASSING ''WORK. AND OTHER WORK '?'FOUIRED. WILL BI= FERFORMED BY THE CONTRACTOR/SUBCONTRACTOR UI'TIL. THE SYSTEM IS ACCEPT-D FOR MAINTENANCE BY THE REGULATORY ACE-NCY AND ENGi'vL' E.R OF RECORD. CL+' i;-R T 7 15G L' THE Fl_O';'C'A STATUTES REQUIRES THAT AN EXSAVA>OR NOTIFY ALL GA': i, T I- L I T I ES A MI N'I,*.'M C` T';' Wti )RK I HG DAYS PRIOR TO EXCAVATING. MAPS SHOW I- - - ICE AI'i=Ry ' P:?A i _ LOCAT I Qi'J CF GAS MAINS AND nr+ �i �.,,.� �T SHOWW SERVICE LINES. THE E \ :7 PR _7P_ R WAY , 0 LOCATE E I THER MAINS OR SERVICE I CE L T'`;ES IS BY AN ON- : T?:�N L TIE r'GLCTiVE GA': PERSONNEL. EXCAVA.,ORS ARE .!JCTE" 1 J L _`'HG;Jt. i E RESPEi : I VE GAS "oMPANY TWO WORK I N;DA't S r 0' .;.: ENTER I i'\.C. :. CONSTRUCT I ON AREA . RA.WINS,�" . ;!ai- C(:: 1TRAI.'IC.+' SI -�.i_!. BE RESPONSIBLE FOR RECORDING INFOFjMAT-101' ON r `>t--T OI- L ,+, ';-,OVEL, Fl 4N5 CONCURRENTL..Y WITI! CONSTRUCTION FROGRF. SS. WT TH 1 (2) 'WEEKS FOLLO`A'i NIG F I NA:. INSPECTION THE CONTRACTOR SH,-,!.!_ S ?M i 'i (iN : ( 1 ) SE I '.)F RECORD DR,i,'r; i i;'_ c TO THE ENG I VEER. THE F 1 N,,L RECORD DRAWI N�-S SHALL f:OMPL 7 W' TH THE F"CLI-r WI NG REQUIREMENTS: L: r ,'6NII NGS Tn PL= L_ .MARK'=D TO RI: CORD ACTUAL CONS i RUCTi ON 2. )RAW!'N6 SHALT SHO4i ACTUAL_ !_OC,^TILL: OF ALL W; TER AND WASTEWATER !"PING AND REL.,TF=_) APPURTENANCES. E.OTH ABOVE :'�ND BELOW GROUND. ALL TO P I P I r4�; L.',CA.T I ON : N'ILUD I N'G HORIZONTAL_ d VERTICAL LOCATION'S OF TI_ I Tii a AL'P'JR'.__NAN'',E_S SHALL BI- CLEARLY SHOWN AID REFL.!;ENCED TO PL!�MA'vi='jT '511F?I: A":_ I im-ROv E MENT S. DRAWINGS SHALL ALSO SHOW ACTUAL STALi_LD P I PE MA';- , I I.. CLASS. ETC. 3. ;_RA�vINGS SH/aLL CLEAR[_`! SHOW ALL I _LD CHANGE:": OF DIMENSION AND DETAIL I�1Cl111F` I NG CHAT:G;-S ,JADE BY FIELD ORDER OR BY CHANGE ORDER. SH,!\! L CLEARLY SHOW AL_ L 'AT': S NOT ON ORIGINAL LONTR�.CT u'I h'GS BU 1 CONS ERUCTED I N THE F 1 E-D , AL L EGU I PMENT AND PIPING TI0N SHALL BIF CARI-Y SIiOWN. 5. !_O AT i i,i1S OF ALL MANr';iL_ ES. HYDRANTS. VALVE.:. & VALVE BOXES SHAI.L BE I+)WN A'VALVES SHALL BE REFERENCED FRC;Iv+ AlLEA T TWO (?) AND I_!_ 'Ri-:i EF?AFi_ THREE PERMAN'LNT POINTS. N{1VINr & GRADING 7FSTING AND nASPECTI0,N REQUIREMENTS I. T'-'L CCU, RAC TOR 1S RESPONSIBLE FOR CUORDINATING APPLICABLE TESTING WITH THE `)C.ILS Fkk3INEER. "I. C:LS ENGIi,!EER TO SUPPLY THE ENGINEER WITH A PHOTOCOPY OF ALL COMPACTION ESTS .,.AID ASPHALT RESULTS. THE SOILS ENGINEER IS TO CERTIFY TO THE ENGINEER OF kECORD IN WRITING T-HAT ALL TESTING REQUIREMENTS REQUIRED BY THE LOCAL AGENCY AND THE FLORIDA DEPARTMENT OF TRANSPORTATION (FDOT) FOR THE IMPROVEMENTS AS REQUIRED BY THE CONSTRUCTION DRAWINGS HAVE BEEN SATISFIED. 3. CONTRACTOR 1-0 RE/IEW' SOIL REPORTS AND BORINGS PRIOR TO BIDDING THE PROJECT AND COMMEi!C I NG CONS i RUCTI ON. CLEARING AND SITE PREPARATION NOTES WATER SYSTEM NOTES I. PRIOR TO ANY SITE CLEARING. ALL TREES SHOWN TO REMAIN ON THE CONSTRUCTION !• A VERTICAL CLEARANCE OF 18 INCHES SHALL BE MAINTAINED BETWEEN SANITARY SEWERS PLANS SHALL BE PROTECTED IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY'S AND WATER MAINS. IF CLEARANCE CANNOT BE ACHIEVED BY ADJUSTING WATER MAINS TREE ORDINANCE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN THESE TREES THE SANITARY SEWER SHALL BE CONSTRUCTED OF DUCTILE IRON CLASS 54 A MINIMUM IN GOOD CONDITION. NO TREES SHOWN TO REMAIN SHALL BE REMOVED WITHOUT WRITTEN OF 10 FEE1 ON BOTH SIDES OF THE CONFLICT POINT. AS AN ALTERNATIV17 THE APPROVAL FROM THE OWNER. ONLY "GRADING BY HAND" IS PERMITTED WITHIN THE CANOPY SANITARY SEWER MAY BE PLACED IN A SLEEVE OR ENCASED IN CONCRETE FOR THE LINE OF TREES THAT ARE TO REMAIN. REQUIRED 10 FEET ON EACH SIDE OF THE CONFLICT POINT. 2. THE CONTRACTOR IS TO PREPARE THE SITE PRIOR TO BEGINNING ACTUAL CONSTRLICTION 2• A HORIZONTAL SEPARATION OF 10 FEET SHALL BE MAINTAINED BETWEEN WATER MAINS IN ACCORDANCE WITH THE SOILS TESTING REPORT. COPIES OF THE SOILS REPORT ARE AND SANITARY SEWER. AVAILABLE THROUGH THE OWNER OR THE SOILS TESTING COMPANY. QUESTIONS REGARDING SITE PREPARATION REQUIREMENTS DESCRIBED IN THE SOILS REPORT ARE TO 3. ALL WATER MAINS SHALL HAVE A MINIMUM OF 36 INCHES OF COVER. BE DIRECTED TO THE SOILS TESTING COMPANY. 4. ALL WATER SYSTEM WORK SHALL CONFORM WITH LOCAL REGULATORY STANDARDS AND 3. CONTRACTOR SHALL CLEAR AND GRUB ONLY THOSE PORTIONS OF THE SITE NECESSARY SPECIFICATIONS. FOR CONSTRUCTION. DISTURBED AREAS W'.I_L_ BE SEEDED. MULCHED. OR PLANTED WITH OTHER APPROVED LANDSCAPE MATERIAL IMMEDIATELY FOLLOWING CONSTRUCTION. 5. CONFLICTS BETWEEN 'WATER AND STORM bH S NITARY SEWER TO BE RESOLVED BY ADJUSTING THE WATER LINES AS NECESSARY. 4. THE TOP 4" TO 6" OF GROUND REMOVED DURING CLEARING AND GRUBBING SHALL BE STOCKPILED AT A SITE DESIGNATED BY THE OWNER TO BE USED FOR LANDSCAPING 6. CONTRACTOR TO INSTALL TEMPORARY BLOW -OFFS AT THE END OF WATER SERVICE PURPOSES. UNLESS OTHERWISE DIRECTED BY THE OWNER. LATERALS TO ASSURE ADEQUATE FLUSHING AND DISINFECTION. 5. ALL CONSTRUCTION DEBRIS AND OTHER WASTE MATERIAL SHALL BE DISPOSED OF OFF- 7. THRUST BLOCKING SHALL BE PROVIDED AT ALL FITTINGS AND HYDRANTS AS SHOWN ON SITE IN ACCORDANCE WITH APPLICABLE REGULATIONS. DETAILS. 6. CONTRACTOR TO OBTAIN ALL NECESSARY PERMITS AND APPROVALS PRIOR TO REMOVING 8. MATERIALS AND CONSTRUCTION METHODS FOR WATER DISTRIBUTION SYSTEM SHALL BE ANY EXISTING STRUCTURES. IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY CODES. PLANS. AND SPECIFICATIONS FOR CONSTRUCTION. LATEST REVISION THEREOF AND SUPPLEMENTAL 7. IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL UTILITY COMPANIES TO SPECIFICATIONS THERETO. APPROVAL AND CONSTRUCTION OF ALL POTABLE WATER DISCONNECT OR REMOVE THEIR FACILITIES PRIOR TO REMOVING OR DEMOLISHING ANY SERVICE MAIN EXTENSIONS AND CONNECTIONS MUST BE COORDINATED THROUGH THE EXISTING STRUCTURES FROM THE SITE. LOCAL REGULATORY AGENCY DEPARTMENT OF PUBLIC UTILITIES. 8. THE LOCATION OF ALL EXISTING UTILITIES SHOWN ON THE PLANS HAVE BEEN DETERMINED FROM THE BEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR/SUBCONTRACTOR. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR ACCURACY PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITY. IT SHALL BE THE CONTRACTOR'S/SUBCONTRACTOR'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 /SUBCONTRACTOR SHALL WATER SYSTEM TESTING AND INSPECTION REQUIREMENT NOTES EXERCISE CAUTION WHEN CROSSING ANY UNDERGROUND UTILITY. WHETHER SHOWN ON THE PLANS OR LOCATED BY THE UTILITY COMPANY. ALL UTILITIES WHICH INTERFACE WITH THE PROPOSED CONSTRUCTION SHALL BE RELOCATED BY THE RESPECTIVE UTILITY I. ALL COMPONENTS OF THE WATER SYSTEM. INCLUDING FITTINGS. THRUST BLOCKING. HYDRANTS. CONNECTIONS. AND VALVES SHALL REMAIN UNCOVERED UNTIL PROPERLY COMPANIES AND THE CONTRACTOR/SUBCONTRACTOR SHALL COOPERATE "'TTH THE PRESSURE TESTED AND ACCEPTED BY THE OWNER'S ENGINEER. PRESSURE TESTS TO UTILITY COMPANIES DURING RELOCATION OPERATIONS. ANY DELAY OR INCONVENIENCE CAUSED TO THE CONTRACTOR/SUBCONTRACTOR BY THE VARIOUS UTILITIEU SHALL BE BE IN ACCORDANCE WITH WATER DEPARTMENT SPECIFICATIONS. CONTRACTOR TO INCIDENTAL TO THE CONTRACT AND NO EXTRA COMPENSATION WILL BE ALLOWED. NOTIFY OWNER'S ENGINEER AND COUNTY INSPECTORS 48 HOURS IN ADVANCE OF PERFORMING TESTS. 2. CONTRACTOR TO PERFORM CHLORINATION AND BACTERIOLOGICAL SAMPLING AND OBTAIN CLEARANCE OF DOMESTIC WATER SYSTEM. COPIES OF ALL BACTERIOLOGICAL TESTS TO BE SUBMITTED TO OWNER'S ENGINEER. PAVING AND GRADING NOTES 1. THE CONTRACTOR; SHALL BE RESPONSIBLE FOR PROTECTING EXCAVATIONS AGAINST COLLAPSE AND WILL PROVIDE BRACING SHEETING OR SHORING AS NECESSARY. TRENCHES SHALL BE KEPT DRY WHILE PIPE AND APPURTENANCES ARE BEING PLACED. DEWATER I NG SHALL BE USED AS REQUIRED. SANITARY SEWER NOTES 2. CONTRACTOR IS RESPONSIBLE FOR OBTAINING THE NECESSARY DEWATERING PERMITS FROM I. A HORIZONTAL SEPARATION OF 10 FEET SHALL BE MAINTAINED BETWEEN WATER MAINS AND THE LOCAL WATER MANAGEMENT DISTRICT OR OTHER REGULATORY AGENCY. SANITARY SEWER. 3. PROPOSED SPOT ELEVATIONS REPRESENT FINISHED PAVEMENT OR GROUND SURFACE 2. ALL SANITARY SEWER WORK SHALL CONFORM WITH LOCAL REGULATORY STANDARDS AND GRADE UNLESS OTHERWISE NOTED ON DRAWINGS. i SPECIFICATIONS. 4. IF CLRBING IS REQUIRED, IT WILL BE PLACED AT THE EDGE OF ALL PAVEMENT. 3. SANITARY SEWER MAINS AND LATERALS SHALL HAVE A MINIMUM COVER OF THREE (3) FEET AND SHALL BE INSTALLED ACCOMPANIED BY A METAL TAPE SIMILAR TO "TERRATAPE" �. IT N1o.Y BE NECESSARY TO FIELD ADJUST PAVEMENT ELEVATIONS TO PRESERVE THE ROOT COLORED GREEN AND LAID ONE FOOT ABOVE THE PIPE. SYSTEMS OF TREES SHOWN TO BE SAVED. CONTRACTOR TO COORDINATE WITH OWNER'S ENGINEER PRIOR TO ANY ELEVATION CHANGES. q-g t7-6& wcj) 5 6. CONTRACTOR TO PROVIDE A 1/2" BITUMINOUS EXPANSION JOINT MATERIAL WITH SEALER r 3"I �`�Y�'�l�'��'� �'1`'N� 60-r AT ABUTMENT OF CONCRETE AND ANY STRUCTURE. 7. ALL PAVEMENT MARKINGS SHALL CONFORM TO FDOT STANDARD INDEX NO. 17346. SANITARY SEWER TESTING AND INSPECTION REQUIREMENT NOTES SHEETS 1-7. I. ALL GRAVITY SEWER PIPING SHALL BE SUGJECT TO A VISUAL INSPECTION BY ThE OWNER'S 3. CONTRACTOR SHALL TRIM. TACK. AND MATCH EXISTING PAVEMENT AT _OCATIONS WHERE ENGINEER. CONTRACTOR TO NOTIFY THE ENGINEER 4C' HOURS IN ADVANCE TO SCHEDULE NEW PAVEMENT MEETS EXISTING PAVEMENT. INSPECTION. 9. CONTRACTOR IS TO PROVIDE EROSION CONTROL/SEDIMENTATION BARRIER (HAY BALES OR SILTATION CURTAIN) TO PREVENT SILTATION OF ADJACENT PROPERTY. STREETS. AND STORM SEWERS. IN ADDITT(.-)N. CONTRACTOR SHALL F-LACE STRAW. MULCH. OR OTHER SUITABLE MATERIAL_ I7jN GROUND IN AREAS WHERE CONSTRUCTION RELATED TRAFFIC IS TO ENTER AND EXIT THE SITE. IF. IN THE OPINION OF T,E ENGINEER AND/OR LOCAL_ AUTHORITIES. EXCESST'✓E QUANTITIES OF EARTH ARE TRANSPORTED OFF -SITE EITHER BY NATURAL DRAINAGE OR BY VEHICULAR TRAFFIC. THE CONTRACTOR IS TO REMOVE SAID EARTH TO T'IE SATISFACTION OF THE ENGINEER AND/OR AUTHORITIES. 10. IF WIND EROSION BECOMES SIGNIFICANT DURING CONSTRUCTION. THE CONTRAC1OR SHALL STABILIZE THE AFFECTED AREA USING SPRINKLING. IRRIGATION. OR OTHER ;y,_".EPTABL.E METHODS. 11. THERE IS TO BE NO DISCHARGE (I.E. PUMPING. SHEET FLOW. SWALE. DITCH. ETC.) IN10 EXI'_TING DITCHES OR CANALS WITHOUT THE USE OF SETTLING PONDS. IF THE CONTRACTOR DESIRES TO DISCHARGE INTO THE EXISTING DITCHES OR CANALS A SETTLING POND PLAN PREPARED BY THE CONTRACTOR MUST BE SUBMITTED TO AND APPROVED BY THE ENGINEER OF RECORD AND LOCAL REGULATORY AGENCY PRIOR TO CONSTRUCTION. DRAINAGE SYSTEM CONSTRUCTION NOTES I. STANDARD IND'LXES R:=FER TO THE LATEST EDITION OF FDOT "ROADWAY AND TRAFFIC DESIGN STANDARDS". 2. ALL STORM SEWER PIPE SHALL BE REINFORCED CONCRETE CLASS III (ASTM C-76) WITH RUBBER GASKET JOINTS UNLESS OTHERWISE NOTED ON PLANS. ALL DRAINAGE STRUCTURES SHALL BE IN ACCORDANCE WITH FDOT ROADWAY AND TRAFFIC DESIGN STANDARDS UNLESS OTHERWISE NOTED ON PLANS. 3. P'DE LENGTHS SHOWN ARE APPROXIMATE AND TO THE CENTER OF DRAINAGE STRUCTURES WITH THE EXCEPTION OF MITERED END AND GLARED END SECTIONS WHICH ARE INCLUDED IN LENGTHS. 4. ALL DRAINAGE STRUCTURE GRATES AND COVERS WITHIN TRAFFIC AREAS SHALL BE TRAFFIC RATED FOR H-20 LOADINGS. 5. CONTRACTOR TO SOD THE DETENTION POND AS INDICATED ON PLANS WITHIN ONE WEEK FOLLOWING CONSTRUCTION OF THE POND. 6. ALL STORM DRAINAGE STRUCTURES 'DEEPER THAN TEN (10 ) FEET TO HAVE LADDER BARS. 7. CONTRACTOR IS RESPONSIBLE FOR OBTAINING THE NECESSARY DEWWATERING PERMITS FROM THE LOCAL WATER MANAGEMENT DISTRICT OR OTHER REGULATORY ,GENCY. 8. PROTECTION OF EXISTING STORM SEWERS SYSTEMS: DURING CONSTRUCTION. ALL STORM SEWER INLETS IN THE VICINITY OF THE PROJECT SHALL BE PROTECTED BY SEDIMENT TRAPS SUCH AS SECURED HAY BALES. SOD. STONE. ETC.. WHICH SHALL BE MAINTAINED AND MODIFIED AS REQUIRED BY CONSTRUCTION PROGRESS. 9. MATERIALS AND CONSTRUCTION METHODS FOR STREETS AND STORM DRAINAGE. CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY AND THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AL"D BRIDGE CONSTRUCTION. 1996. OR LATEST REVISION THEREOF AND SUPPLEMENTAL SPECIFICATIONS THERETO. 10. CLASS "B" TYPE I BEDDING SHALL BE USED UNLESS INDICATED OTHERWISE ON THE DRAWINGS. OR BY THE ENGINEER. TESTING AND INSPECTION REQUIREMENTS I. THE STORM DRAINAGE PIPING SYSTEM SHALL BE SUBJECT TO A VISUAL INSPECTION BY THE OWNER'S ENGINEER PRIOR TO THE PLACEMENT OF BACKFILL. CONTRACTOR TO NOTIFY THE ENGINEER 48 HOURS IN ADVANCE TO SCHEDULE INSPECTION. 2. THE CONTRACTOR SHALL MAINTAIN THE STORM DRAINAGE SYSTEMS UNTIL FINAL ACCEPTANCE OF THE PROJECT. THE STORM SYSTEM WILL BE INSPECTED BY THE OWNER'S ENGINEER PRIOR TO APPROVAL FOR CERTIFICATE OF OCCUPANCY PURPOSES. SAFETY NC -TES I. DURING THE CONSTRUCTION AND/OR MAINTENANCE OF THIS PROJECT. ALL SAFETY REGULATIONS ARE TO BE ENFORCED. THE CONTRACTOR OR HIS REPRESENTATIVE SHALL. BE RESPONSIBLE FOR THE CONTROL AND SAFETY OF THE TRAVELING FUCLIC AND THE SAFETY OF HIS PEF.SOIJNEL. LABOR SAFETY REGULATIONS SHALL CONFORM TO THE PROVISIONS SET FORTH BY OSHA IN THE FEDERAL. REGISTER OF HE DEPARTMENT OF TRANSPORTATION. 2. THE MINIMUM STANDARDS AS SET FORTH IN THE CURRENT EDITION OF THE. STATE OF FLORIDA. MANUAL ON TRAFFIC CONTROL AND SAFE PRACTICES FOR STREET AN1, HIGHWAY CONSTRUCTION. MAINTENANCE AND 'JTILITY OPERATIONS SHALL BE FOLLOWED N THE DESIGN APPLICATION. INSTALLATION, MAINTENANCE. .AND REMOVAL OF ALL T'A.FFIC CONTROL DEVICES. WARNING DEVICES. AND BARRIERS NECESSARY 1-0 PROTECT TF•E PUBLIC AND WORKMEN FROM HAZARDS WITHIN THE PROJECT LIMITS. 3. ALL TRAFFIC CONTROL MARKINGS AND DEVICES SHALL CONFORRM TO THE PROVI IGINS SET FORTH IN E T F0 R THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES PREPARED BY, IE U.S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION. 4. iL SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO COMPLY AND L':FORCE ALL APPLICABLE SAFETY REGULATIONS. THE ABOVE INFORMATION F',�,S BEEN ROV I DED FOR THE CONTRACTOR'S INFORMATION ONLY AND DOES NOT IMPLY THAT THE 01; ;E (3,1 ENGINEER WILL INSPECT AND/OR ENFORCE SAFETY REGULAi.,0,NS. r L *w MO&O'dap -7`p --- 126 Third Avenue North. Suite 102 Safety larbor. Florida 34695 Phone: (813) 725-0111 Fax: !813) 725-0209 Architecture -Planning Engineering AAC002095 cao006092 5300 WEST CYPRESS STRF;ra SUITE 300 TAMPA. FLORIDA 33307 Ph.i813) 877-7275 POST, BUCELk Y, SCNUN B JERNIGAN, :4C. i .J L LJ Ir a v n � LL 1 CL I.jj Ld ter; 1 . Q CD <.. I r� -- T r L L 1 1 I� rev'sij) - no. ."sue e Or" PEP ! GMMENT'-: 3 28/03 ; - ;rOw'ings- - I GENERAL. (NOTES I p r o j e.- t -- I ' f, (ea t - --1 i BG9R-21 r-... _ ciate SEPT. -C• 1993 drown ! I l RW 16-SEFI-19913 I \...1vil\zepl-1yr \eo,�str\gi."note+_,.ci.arl 0 10 20 40 R METER GRAPHIC SCALE SCALE: 1" = 20' A" TAPPING VE & VALVE REDUCER EXIST. SANITARY SEWER MANHOLE RIM EL. 122.86 I.E. 111.29 90 LF 4" P.V.C. IITARY @ 1.0% MIN. 20 LF 4" P.V.C. ITARY ® 1.0% MIN. NECT TO EXIST. 4" U B © I.E. 110.85 1 10.85' 111.06' 4" SCH. 40 >AN. STUB —OUT 1 10.62' F. 4" SCH. 40 3AN. STUB —OUT 1 10.83' I 126 Trird Avomm North Suits 102 Safsty Harbor, Plorlda 3460 Phone: (813) 125-0111 Mx: (813) 12b-020% Ardvtscturs - Plamwg - Wgtns we AACOMM - R00006M J U Q LL o, z a:O 0 Q J LL 0 . Qa�co �2 C/) G� W 2 a Im N LL 3: z Z N W T E' 4wto O W � C� a W = O _ C3 LL cr)) W � I - co .Jto M J _ _ to a: a. W W N N no. reWelon / hoie date 1 GENERAL REVISIONS 12/W 2 GENERAL REVISIONS 02/99 drawkV9 UN I TL I TY PLAN pro*a sheet BG98-21 date SEPT. 15, 1998 drawn RSB U LL LL- a z w� F- a �CL �w V) Q v m SINGLE FACE AHANDICAP CG PER ##17346 4 WHITE PAINTED STRIPING 5 �90° I z I _n cr- D' Ld / F— w m m o w CC F— z z w- a <r �w 2 3 w w v) F— v cc _ 3 v / o F— �/ 0 4" BLUE RUBBER BASE PAINT 4" BLUE RUBBER BASE PAINT 15' VAN ACCESSIBLE 5' HANDICAP PARKING STALL A 000HANDICAP PARKING STALL DETAIL J GAP`. 3" V FIGURE TO BE PAINTED BLUE (TYPICAL) LINES TO BE 3" WIDE (TYPICAL) ;IRCLE TO BE ;' -�;" n. n. V -0„ - HANDICAP PARKING & GRAPHICS DETAIL J 6" MIN. 3000 PSI CONCRETE (IN 28 DAYS) W/ WIRE MESH (ASTM C-294) 12" COMPACTED SOIL (SP OR SP-SM ONLY) TO MIN. 987, MODIFIED PROCTOR MAX. DENSITY 1'-O" 1 /2 R 1/2'3� 0.063" STEEL SIGN FT.O.•-25 TOP PART WHITE REFLECTOR !Z D BORDER AND LEGEND, BLUE `T� APRO� SECTION ROR I ZED BACKGPOUND.Ca\� BOTTOM PART 1" SERIES "C" (F.D.O.T.) 3� I Anchor Bales With 2 - 2'x 2"x 4' BLACK LETTERS. Stones Per Bale. ��.. WHATE ROL ECTflRDZED - - - -� h BACKGROUND. -,_! *' o jSoll - 50'On Centers ° Flow -�-- Loose And Light) By Shove/ And Lightly GALV. "U" TYPE FLANGED As Req!,lred - j3 I t T1'p• Boles To Butt "! Compacted Alo�>4 The r 1, 17T STLLL I G.: , . PARKING BY DISABI EU PERMIT ONLY 0 GRADE 5/8" D I A. HOLES W/1/2' D I A. x1 O" LONG ANCHOR RODS GROUTED INTO PAVEMENT. FILL WHEEL STOP HOLES WITH SEALANT. 2 ' -0 1YP. 3'_0„ 2;11 >- 3' -0' 3' -O' 0 ~ 3' -0' 3' -0 PARKING KISTALL \-4" STRIPE TYP. EDGE OF PAVEMENT OR BACK OF CURB PRECAST REINFORCED 6' LONG WHEEL STOP (5" MIN. HEIGHT) PRECAST CONCRETE WHEEL STOP DETAIL ° I : _ e, Upstream Edge 0.l Bales. o es With ___ I L.-'.fir Dale. _ - FLAN PI.��;. L/11r CONCRETE 6 Mln. FOOTING Overlap Ends 3000 PSI ° � / TO BF USED AT SELECTED SITES WHERE THE Fill Slope�a� '�t�w- F 111 Sloe NATURAL GROUND SLOPES � ...��y J- p TOWARD ?HE TOE OF SLOPE HANDICAP SIGN DETAIL ELEVATI Girl ELEVATION BARRIERS FOR PILL SLOPES 5 G° ' Post (G .`ons: 2" x 4" or optional Post PositionsI n* Principle Post Position - - - - - F I BERGALSS 2�" Mr:,. )in. Wood; Steel I o (Canted 20' Toward Flow) nz SKIMMER 1.5- Lbs;'Ft. 01n.) Filter Fabric (In ---�\ 6 Max . Conformance With - — --hh Sec. 985 FDOT Spec.) i:,J F I BER*ALSS- �F/Iter Fabric SKIMMER T P I �2. 0' - _ _ _ i-- --- _ i! - - -- - Q. _ z'Silt Flow L o Ab (' C. - �-- - �2.0' ELEVA' 10N SECTION MIN. 7 YPE 711 SILT FENCE BALED HAY OR STRAW BARRIERS AND EROSION CONTROL SILT FENCE DETAUL F.D.O.T.INDEX No. 102 ( 1 ( I IXUI 1� I IC" I�wl I I I I POND 1 CONTROL STRUCTURE SECTION AT SWALS r 7.5 SECTION AT PLAN: 115.5' 114.9' 114.65' I.E. 113.89' BOTTOM 113.0' NOTES: 1.5" S-III ASPHALTIC CONCRETE (98% AASHTO T-1 80 ) 9" 1IMEROCK BASE MIN. LBR 100 OR 98% MODIFIED PROCTOR MAX. DENSITY (ASTM D1557) 12" STABILIZED SUB -BASE MIN. 98% MODIFIED PROCTOR MAX. DENSITY (ASTM D1557) Q) ASPHALT PAVING SECTION VARIES PROP. PROP.- GRADE PAV'T. 4" MIN. SLOPE 2.0% 6" MIN. am >° ° w 45° 6" 5 4THICKENED EDGE CONCRETE SIDEWALK DETAIL GRADE CLEAN GRANULAR FILL WITH A FINES CONTENT NI OF LESS THAN 12% 24" MIRADRAIN 5000 -'� I q" WITH FILTER WRAP 5 UNDERDRAIN DETAIL 7.5' ( TYP. ) PROPOSED SLOPE OVER-\ 6" PVC PIPE 24 I . E. SHOWN 3 ON PLANS I ° D ° n O„ TOP OF BANK 7.5 4" P.V.C. -STDE SLOPE OF POND OR SV"ALE BEYOND n 36" 3000 P.S.I. U.S. FOUNDARY TRENCH FRAME AND GRATE CONCRE—TE� A NO. 651 5-61 00 GRATE TYPE 51 -R ( BOLTED ) T ° n a n n o'� o •'0 o'Q. p .p °o p °p °p. ° o'D o n n C' D �im° 4" P.V.C. N n° .p U _� o ° �� o ' O'D, o ' °'D, ° o'D, o ' o'D, o 'r 'D °'D• ,°'D °' a °'D °'D I A 44 6" 24" 6" 5 TRENCH GRATE DETAIL 4.5' FIBERGALSS I - SKIMMER _ I.E. 113.00' ------ ------ oz 4.0' I �� — I E. .11.70' --y I --------------- I I.E. 111.45' BOTTOM EL. 111.00' 1. SV I MMER SHA'-L BE MADE FROM FIBERGLASS ,,,E I NFOi'CED THERMOSETTING RESIN WITH A 40% NOMINAL F I BERGLASS CONTENT TENT AS AS SUPPLIED BY E':V I RONMENTAL .OMPOS I "T I ES, I NC. CR APPROVE6 EQUAL. 2. ALI_ BOLTS SHA.-. BE A 'AL-VANIZED STEEL MATERIAL. SKI DIME; TO BE AT T ACHFO PER MI UFAC I '-IRER :-. r%-C, MvFNDAT ! OIvS. POND 2 CONTROL STRUCTURE 4 . C' I FIBERGLASS SKIMMEk 126 Third Avenue Worth. Suite 102 Safety Wa1•bor. Florida 34695 Phone: (813) 725-0111 Fax: (813) 725-0209 Architecture •Pram inq Engineering AAC002095 EBC006092 MST. BUCKLEY, SCMIM • AILMIGAN. INC- U I 5300 WEST CYPRESS STREET SLII• 300 TAMF, %. FLORIDA 33607 Ph. ;3(3) 877-7275 W rn 2 •�- � I LIJ rn LLJ 0 Q LL- O 0 J r-r- -J INNNN—Q= �I LN1J fa- ) UJ cr N LLJ ,..., LL i.1 0 F—� _ � Cr U- LL .. I.- 1 r, I T- 2LJ no. � SSUE9 I kloj n � 1 REV.-:)i-c; CrT' l�C%r__Id-$03/9b 1 _- -- - - '1 2 REV. FCC CIT" %.:NME,VTS 19/1�)/98 SITE DETAILS I project - i eet - BG98-21 dctr �- I SEPT. 8, 1°=8 I .• RW I I 16- ;: ,'- 1998 14:25 I:\civil\phi.-\constr\detailsi.dgn FINISHED GRADE C.I- PLUG �---4 „--� �---4 „--� PLUG CONCRETE STANDARD C LEANOUT DETAIL j\y X\ Suitable backfill compacted in 12-inch \y � lifts to 98% of the maximum density modified proctor j N Xj Suitable backfill compacted in 6-inch \/ lifts to 98% of the maximum modified proctor density Compaction by hand in layers of 6 inches, lightly consolidated to Centerline PAVED AREAS FA Suitable backfill compacted in 12-inch lifts t^ 98% of the maximum �j / modified proctor density Compaction by hand in layers of inches, lightly consolidated to Centerline NON -PAVED AREAS NOTES: 1. Type 2 trench is defined as a flat -bottom trench. Backfill lightly consolidated to centerline of pipe. 2. This standard shall be u-`;lized in the absence of specific standards. The standard of the agency controlling the Right -of way shall govern unless otherwise directed by the Engineer. 3. Suitable backfill shall be defined as motet- i a l free from cinders, ashes, refuse. or;onic matter, boulders, rocks or stones, or other material +hat in the opinion of the Engineer is unsuitable. 6 TYPICAL TRENCHING, BEDDING AND BACKFILL DETAIL Beveled Or Round Corners in Lq ------------------- - --- ---- _ y \� 4 '> L I I CO1)CreI e: S1<3 3' Oa - Thidii:; Reinforcod With 'IWF Gx6-1j'j i.4>:W..,, `�' j //-sod � TQ7' � IC-1-SINGLE; PIPE @f, l Or . ©raI Alo ,S 'See '`- _ A 3Or SI, 0 ?:Nos. Deepen Ar(,i.)n d. r`L'tside Edge Of Pipe Fors Slob, 4:; l 8 Co,-)crete -� - Fice Conr•ecte� Saddle__ 2' _ �- Not Less Than D a. I *4 Bar - No Pipe Jo*,:'it Permitted 6' 5' Sod I Unless Appro /E- By The En ig neer �. S'de Ditch Grc i E *Slope: 4:1 Miter: To t Pipe For Pipes 18' And Smaller. Paid For As Fipe :,ulv rt I F (PiDe To Be Inc:uded Under Unit Price For Mitered End Sectio) 2:1 For Flpes 24' :and Larger. SECTION 6 STANDARD CLEANOUT DETAIL 2:1 Miter: To t Pipe For P Des 18" And Smaller. 1:1 For Pipes 24' And Larger. 0 Sea General Not• o No. 3. Sea Sheet 5 Of ii For 3' Slab Ouantities B E A6.42' 0 6.25' Dirrensi::ns p(rimitted to allow use of 8' standard pipe lengths. 010.4010 10.10, Dim..)nslons parmitted to allow use of 12' standard pipe lengths. &*Concrete slclb shall be deel•ened to form bridge across crown of pipe. See section below. 4" LARGE RADIUS 90 DEGREE FLANGED END (TYP.; 4" TYPE K COPPER TI ILti'_ NG z 4" LARGE RADIUS 90 DEGREE_ FLANGED END O N) UNDISTURBED EARTH V, GALV. STEEL TIE -DOWN STRAP -VERTICAL BEND THRUST BLOCK NOTES: 1. CONCRETE THRUST BLOCKS SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3000 P.S.I. 2. THRUST BLOCKING SHALL BE USED ON 3" 0 AND SMALLER PIPELINES. 3. MANUFACTURERS RESTRAINED JOINTS SHALL BE REQUIRED FOR 4" 0 AND LARGER PIPELINES. `TYPICAL REACTION BACKING LOCATION DETAIL 12" 1 IX. � MAX. o ° to ,. 4" TFIK. \ CONC. SLAB 4" X 4" WWF REINFORCING 4" REDUCED PRE.')SURF ASSEMBLY BACKFLOW PREVENTER (FEBCO MODEL 860 IN-LiNE, OR APPROVFD EQUAL) el b ' TYF 12" TYP. NOTE I. ALL ABOVE GROUND PIPING SHAL'- BE FLANGED UNLE.:\INNDED. - OTHERWISE NOTED. 2. BACKFLOW PREVENTER BYPASS SHALL BE MOUNTED ON SIDE FROM WHICH ACCESSIS 3. USE 3000 PSI CONCRETE WITH 6" X 8" - •10 WWM OR I:,OCi PSI FIBER CRETE 6 4" BACKFLOW PREVENTER DETAIL '_.!- I NAL GIkADE 4" SCHEDULE 40 (TYP.) DIMENSIONS AND OUANTITIES M _ 5! CONCRETE FLAB (CY) 0 SODDIPIG (SO. YDS.) D X A B C E F G Single_ Double Triple OuOd•_ N Single D(Zb-i Triple Ouad. Single Dou-,I3 Triple 0u,3 � , Pipe Pipe Pipe Pipe Pipe Fipe Pipe Plp? Pipe Pipe Pipe Pil s 15' 2'-7' 1. 2.18' 4.10' 2.36, 5' 1.22_' 4.63' 7.21, 9.79' 12. '_ 1.19, 0.38 0.58 0,77 96 21 24 27 30 ' 2'-10' 1.97' 2.74' _ a 7l' 2.56' 6' 1.41 4.92' 7.75' 10.58' 13.42 1.21' 0.44 0.65 0.87 1 '2`2 _ _25 28 31 _ ' 3'-5' .06' �.85' ' "' 3.56' 7' 1.73' 5.50' 8.92' 12.33' 15.75' 1.25' 0.54 0.83 1.12 4 24 28 3 35 ' 4'-3' 2.15' 4.95' 1.10' 4 6' 8' 2.00' 6.08' 10.33' 14.58' 18.83' 1.29' 0.66 1.09 1.50 4 91 26 31 3'; 40 5'-1' .25' 6.Q8' ' .56' 9' 2.24' 6.67' 11.75' 16.83' 21.9 ' 1.33' 0.81 1.38 1.95 28 34 39 45 2:1 42' 6'-0' 2.34' .'1' _ 9.55' 6.56' 10, 2.45` 7.25' 13.25' 19.25' 25.25' 1.38' 0.97 1.70 2.45 3.19 30 37 43 5C Slope -q8`, 6•_9' 2.43' (.33' 10.76' 7.56' _ 11' 1 2.65' 7.83' 1 14.58' 21.33' 28.08' 1.42' 1.13 2.04 2.93 3.84 32 39 47 _5' 4' 7'-8• 2.52' _9.44' 11.96' 8.56' 12' 1 2.83' 8.42' 16.08' 23.75' 31.42' 1.46' 1.31 2.44 3.58 4.72 34 42 51 50 ' 8'-6' 2.62' -0.56' 13.18' 9.56' 14' 9.00' 17.50' 26.00' 1 34.50' 1.50' 1.51 2.89 4.28 5.68 36 _ 45 55 6z • 9'-2' 2 71' 11.68' 14.39' 10.56' 15, --3.0C' 3.18 9.58' 18.75' 27.92' 37.08' 1_54' 1.63 3.25 4.84 43- 38_ d8 - _ 58 6i, • 10'-0' 2.80' 1 ' 5.60' 11.56' 16' 3.3C' _ 10." , 20.16' 30.16' 40.16' 1.58'._ 1.89 3.4 5.59 7.4 40 51 62 7:.i - 2'-7' 2.27' 4.09' 6.36' 4 ' 8' 1.22' 4.63' (.21' 9.79' i 2.37' 1.19' 0.5 T 1 0,87 1. 05 i.44 1 23 26 29 3'l. ' 2'-10' 2.36' 5.12' 7 4 ' 5.03' 9' 1.4 ,' _ 4.92' 7.75' 10.58' 13.42' 1.21' 0.66_ 0.99 1.31 1.65 25 28 31 35_- 4' 3'-5' 2.53' 7.18' A 9.71' _ 7.03' A Ill 1.71' 5.50' 8.92' 12.33' 15.75' 1.25' 1.30 1.75 2.20 28 32 _ 3E _40 ' 4'-3' 2.70' 9.25' 11.95' 9.03' 13' 2.00' 6.08' 10.33'_ 14.58' 13.83' 1.29' I iO 1.74 2.39 3 31 36 41 43 .4:1 5'-1. 2..87' 11.310 14.18' 11.0 15' 2.24' 6.67' 11.75' 16.83' 21.92' 1.33' 1.32 2.21 3.08 3.96 -34 40 46 52 Slope 4' • ' - 6-0' 6'-9' 3.05' 3.22' 13.37' 15.43' 16.42' 18.65' 13.03' 15.03' 17, 19, 2.'S' 2.65' 7.25' 7.83' 13.25' 14.58' 19.25' 2,.33' 25.25' MOE' 1.38' 1.42 1.46' 1.58 1.85 2.14 2.76 3.30 3.95 3.91 4.73 5.77 - 5.09 6.17 � 7.5� 38 41 44 44 � as-56 52 51 _ 61 58 63 69 4' 7'-8• 3.39' 17.49' 20.88' 17.03' 21' 2.83' 3.42' 16.08' 23.75' 31.42' • 8'-6' 3.56' 19.55' 23.11' 19.03' 23' 3.00' 9.00' 17.50' 26.00' 34.50' 1.50' 2.45 4.66- 6.87 9.07 47 56 66 775- ' 9'-2' 3.73' 21.62' 25.35' 21.03' 25' 3.IS' 9.58' 18,75' 27.,2' 37.08' 1.54' 2.88 5.5ti 8.18 �84 49 59 63.__ �9 74 0,3 85 • 10'-0' 3.91' 22.68' 26.59' 23.03' ?7' 3.30' 10.16' 20.15' 30.16' 40.16' 1.5'i'E.27 9.36 1 .a 52 126 Third Avenue North. Suite 102 Safety Horbo•. Florida 34695 Phone: (813) 725-0111 Fax: (813) 725-0209 Architecture -Planning Engineering AAC002095 • EBOOOE092 POST, WC[LLT, SCMM • AftIWN. INC. I ..j E-It U. LD ® <L U M V rm- J V' �i I � i LJ 0- i W Lij ==ME► ti3W (NEST CYPRESS STREET SUITE 300 TAMPA, FLORIDA 33607 Ph. (813) 877-7275 z (V w �- -n rz_ w n ro Q L.J X F - I-- IX -1 1r ) F-+ i- Lt- '. .J o i IL/Lya i.O -j ri I r J ..1.. r I Ld r- -- -- -- ------r-- revision no. issue i date 1 REV. he'' (: T ; CO"Y . 8j", 2 , . PER i TY 1:1PIAEP'TS I 9/' 6/ :8 dr.rw; rigs I UTI L-,TY DETAI l S 1 I rr170BG9'3-2'11 @Ct tI sheet dot, + 'r,♦ SEI' i . 8. 1998RW t s arahn 16-SF -1998 14:22 1:' �• �I'%ZPphyr`.const•'\details2.c'gn I UTILITY WARNING NOTE AWVMROUND OR UNDERGROUND UTILITIES MAY ®E IN THE AREA OF THIS PROJECT - PROCEED WITH CAUTION - CALL THE UTILITY OWNERS) 5 DAYS IN ADVANCE OF EIZGINNINd WORK. PLANS OF PROPOSED NEW FIRE STATION FACILITY AT DAIRY ROAD ZEPHYRHILLS, FLORIDA \/ICENIT*' MAP T�iird — Nlart�i/ - SaFst Harbor/ Florida 34&'BE� ARCHITECTS PROJECT NO.: 5G98- 21 t ZONING INFORMATION: REFER TO SURVEY OCCUPANCY CLASSIFICATION: MIXED OCCUPANCY: RESIDENTIAL/STORAGE SEPARATION REQUIREMENT: II1/2 HOURS CONSTRUCTION CLASSIFICATION: tYPE vl -UNPROTECTED SPRINKLERS. NOT REQUIRED BUILDING HEIGHT: 2'1'-V ACTUAL HEIGHT BUILDING AREA: DORMITORY/OFFICES: APPARATUS BAY: TOTAL SQUARE FOOTAGE: PARKING 1 PER BED: = TOTAL SPACES PUBLIC SPACES: HANDICAP SPACES: TOTAL SPACES: INDEX COVER SHEET SURVEY CIVIL DRAWINGS C-1 GENERAL NOTES C-2 SITE PLAN 0-3 UTILITY PLAN C-4 PAVING, GRADING, AND DRAINAGE PLAN C-5 SITE DETAILS C-b UTILITY DETAILS ARCHITECTURAL DRAWINGS A-1.0 FLOOR PLAN AND ENLARGED PLANS A-2.0 REFLECTED CEILING PLAN AND DETAIL A-3.0 ROOF PLAN AND DETAILS A-4.0 EXTERIOR ELEVATIONS A-5.0 WALL SECTIONS A-5.1 WALL SECTIONS A-5.2 WALL SECTIONS A-b.3 WALL SECTIONS A-5.4 WALL SECTIONS AND DETAILS A-6.0 SCHEDULES, DOOR DETAILS AND MOUNTING HEIGHTS A-1.0 INTERIOR ELEVATIONS A-1.1 INTERIOR ELEVATIONS AND MILLWORK SECTIONS A-112 MILLWORK SECTIONS A-" SIGN AND FLAG POLE DETAILS STRUCTURAL DRAWINGS 5-1.0 FOUNDATION PLAN AND DETAILS 6-20 ROOF FRAMING PLAN AND DETAILS M.E.P. DRAWINGS P-1.0 PLUMBING PLAN AND PLUMBING RISER DIAGRAM P-2V PLUMBING SCHEDULES AND DETAILS M-1.0 HVAC PLAN, GENERAL NOTES, AND MECHANICAL SCHEDULES M-2.0 HVAC DETAILS E-1.0 ELECTRICAL SITE LIGHTING PLAN AND DETAILS E-2:0 LIGHTING FLOOR PLAN, L®GEND, AND FIXTURE SCI.IEDULES E-3.0 POWER PLAN AND POWER RISER E-4.0 FIRE ALARM RISER DIAGRAM AND PANEL SCHEDULE DATE ISSUED: SEPTEMBER 1rp, 1998 PROJECT PHASE: I � PROJECT: NEW P I RS STATION PAC I L I T1' SHEET I OF 3 2x STUD WALL 5/8" TYPE "X" MOISTURE RESISTANT GYP. BD. S�0WEMR 2 - a1 L1-ICI: NOTE: REFER TO ELECTRICAL, LIGHTING AND MECHANICAL PLANS FOR ADDITIONAL LIGHT FIXTURE AND DIFFUSERS. LOCATIONS AND DESCRIPTIONS IN CEILING SYSTEM. �ae�' (335. 1 F , LLB-L= r 00 G.B. 0 r; n - = - G.H G B. . G B. Ll�L1� LT�L i r� ;� � i L�' � � --J ' G.B. 0 G.B. ,1s - rTD I I - - = tom, n I L-L-1 1_ = z _ =1 1 T= I NOTE: REFER TO ELECTRICAL, LIGHTING AND MECHANICAL PLANS FOR ADDITIONAL LIGHT FIXTURE AND DIFFUSERS OCAt I ONS AND D SCR 1 PT IONS IN I L E 1 CEILING SYSTEM. �I { 'I N_y - i I T r r7 1>> >�� f-TTr1- rl FT 1 ��1 -rTT 1 r rrT r�-1 T rr 7 �� 1 1 L-rr7 r 1T r r� �«r r�r 4 REELECTED CEILINCs PLAN NOTE: REFER TO ELECTRICAL, LIGHTING AND MECHANICAL PLANS FOR ADDITIONAL LIGHT FIXTURE AND DIFFUSERS LOCATIONS AND DESCRIPTIONS IN CEILING SYSTEM. M.R. 5/8" TYPE "X" MOISTURE RESISTANT GYP BD. G.B. 5/8" GYP BD. �I 126 TWO Avemm North Butts 102 Safety Harbor, flarlda 34695 Phone: (813) 125-0111 Pax: (813) 125-0209 Arohit��� t^9 tng J U Q LL Q o z o0 O oU. Cd o� W a N LL z Z Cm W .5 Qwto o W Cr cM o ;a a:W=rr 0�=0 C3 U. Cl) W J � J M Jw J _ to W W N N no. revision / issue date 1 GENERAL REVISIONS 12/W 2 GENERAL REVISIONS 22/99 drawkio REPLECT30 cR i L INGr FLAN AND DETAILS project BG98-21 date SEPT. 15, I'M drawn RSB tea, 4-2'(0 0� PACE OF BUILDING — BASE BID FURNISH AND INSTALL STANDARD PRE - TRUSSES AT 24" O.C. REFER TO SPECIFIC REFER TO THE ROOF FRAMING PLAN. TRUSS BEARING OF THE APPARATUS BA AND THE TRUSS BEARING OF THE ADMIN 8'-V A.PF THE BASE BID SHALL ALSO Its AI w.11 00 "17,00, —71 I� II1 /0 .L SLOPE. RIDGE 1 000 �1 loo �a Ca 07 d -1 El T� bill- 11 q da i �y wsune�o wooD � et au SECTION¢simm. ISTRATION AREA SHALL E icLUCK es Iry MOISTURE RESISTANT GYP. BD. ANCHORED TO BOTTOM OF TRUSSES AT APPARATUS BAY, THE FASCIA, PLASHING, ETC. SHALL BE SIMILAR TO THAT INDICATED IN DETAIL ROOFING SYSTEM ASPHALT SHINGLE ROOFING SYSTEM ON 1 LAYER OF 30 LB PELT ON 5/8" COX PLYUJOOD. 126 I Nrd Avenue North, Sulte 02 Safety Harbor, Florlda 346W Phone: (813) 125-0111 Pax: (813) 125-020% ArdNt emre * PlamInge (ng • W '_ 1 W CL WPM cM �cr)cc X Ogg LL L1' 0 C� LL W w �to cv) J J _ to a: a. a. W W N N noT.no.revision / issue date I GENERAL REVISIONS 12/W 2 GENERAL REVISIONS 02AS drawings ROOF PLAN AND DETAILS i Project sheet BGSS-21 date SEPT. 15, 1998 44 drawn RSB ALUMINUM RIDGE VENT ROOFING SYSTEM ASPHALT SHINGLE ROOFING SYSTEM ON 1 LAYER OF 30 lb. FELT ON 518" COX PLYWOOD. 12" Q6 1211 12 Q4 TRUSS GEARING SINGLE HUNG WHITE ANODIZED LA ALUMINUM WINDOW r4 I SINGLE PAIN (TYP) OPIN15HED FLOOR 1-1/4" PLASTER VENEER TO MATCH PROFILE OF MASONRY ALUMINUM VENT SEE SPEC.'S _ ELEV, 16'-0" AFF./` TRUSS BEARING ALUMINUM O.H. DOOR ELEV. -m'-6" Y FINISHED FLOOR SPLIT FACE MASONRY ALUMINUM RIDGE VENT ROOFING SYSTEM ASPHALT SHINGLE ROOFING SYSTEM ON 1 LAYER OF 30 Ib. FELT ON 5/8" CDX PLYWOOD. PIPE BALLARD TYP, J PAINT YELLOW L rmAfp - 4.P 12'I 4" SPLIT FACE MASONRY or r=Lr:\/,4mrl0N— 3 - 12'x1'4" BLOC< 11 12" LINTELS INSTALLED FOR FUTURE !FARING C 16" SQUARE COLUMNS (TYP) ROOFING SYSTEM ASPHALT SHINGLE ROOFING SYSTEM ON 1 LAYER OF 30 Ib. FELT ON 5/8" COX PLYWOOD. ELEV. S'-v AFF.i1 TRUSS BEARING �,4F FUTURE SCREEN ENCLOSURE NOT SHOWN PLASTER VENNER TO MATCH PROFILE OF MASONRY SCALE: 1/8" =1' -011 3 ®1�or H rmLrm\/Amr1ON ALUMINUM VENT SEE SPEC.'S PIPE BALLARD TYP. , PAINT YELLOW or ELEV,40rioN SCALE: 1/8" =I' -m" ROOFING SYSTEM ASPHALT SHINGLE ROOFING SYSTEM ON i LAYER OF 30 lb. FELT ON 5/8" COX PLYWOOD. ELEV, 8'-O" AFF, lqp TRUSS BEARING 12" Q6" jamixv. 1vg, AFF, TRUSS BEARING ROOFING SYSTEM ASPHALT SHINGLE ROOFING SYSTEM 12" ON 1 LAYER OF 30 Ib. FELT ON 5/8" Q6COX PLYWOOD, JhELEV. I b' -O" A.P.P. TRU55 BEARING ALUMINUM O.N. DOOR ®® 5/8" PLASTER VENEER SPLIT FACE MASONRY � r. c -w N.r•.r. tRuSB BEARING SINGLE HUNG WHITE ANODIZED ALUMINUM WINDOW SINGLE PAIN (TYP) r`FLEv. -0'-6" Vr'BAY FINISHED FLOOR SPLIT FACE MASONRY 5/8" PLASTER VENEER �i -7-, 126 Third Averw North bulte k= 8af" karbor, Riorida 3I696 Phor+s- (013) 72b-0111 13ax: (813) 725-220S AroNteeture . Plamme • woww rwo AAC0m2OW • �Dmm2emffi -2 Z CV W '— aWto O w�� �c,r)a 0 LL LL0LL O W .. Jto C") J J — CID CL a. W W N N no. revNion / issue date 1 GENERAL REVISIONS 12/W 2 GENERAL REVISIONS 02/99 drawige EXTERIOR ELO VAT I ONS praooct BOW-21 date SEPT. 15, 19w drawn RSB sheet A-d.PJ BASE BID FURNISH AND INSTALL STANDARD PRE-ENGINEERED WOOD TRUSSES AT 24" O.G. REFER TO SPECIFICATIONS SECTION 06100, REFER TO ROOF FRAMING PLAN. TRUSS BEARING OF THE APPARATTS BAY SHALL BE 16'-O" AFF. AND THE TRUSS HEARING OF THE ADMINISTRAION AREA SHALL BE S'-0" AFF. THE SASE BID SHALL ALSO INCLUDE 5/8" TYPE "X" MOISTURE RESISTANT GYP, BD. ANCHORED TO BOTTOM OF TRUSSESAT APPARATUS DAY. THE FASCIA, FLASHING, ETC. SHALL DE SIMILAR TO THAT INDICATED IN DETAIL ROOFING SYSTEM ASPHALT SHINGLE ROOFING SYSTEM ON I LAYER OF 30 LD FELT ON 5/8" CDX PLYWOOD. X 5/S" PLASTER VENEER 5/8" "J" MOLD SPRINGLOCK FLASHING AND REGLET EXTEND FLASHING all MIN, UP FACE OF MASONRY NEW ROOFING SYSTEM - SCALE: 3" = I' -P�" SCALE: 3/4'*' -V ND FILL LL _ STRUCTUR14 AND ears>_ I II i GEOTECHNICAL. REPORT -- ' I I-'Ilia �111 II II II -III I II I III II I I I III - - - - - - -I I- l 111 -1 l= -i l -mW m l I- 1 LU4L L BECTION Q SCALE: 3/4"=V-011 Li 126 Third Avenue North, Guite 102 Safety Harbor, Plorlda 3460 Phone: (813) 125-0111 Pax: (813) 125-0208 Archt2 ming 1n9 J LL Q 00 0 QLL F� 0 �. cc Q1� _ cc �r/� J Q } UJ (- Ir N -n w z F- Z CV cW c r � ~ O <C w w a CV) 0 cc o�� ``L-0 o U. �/ ■ W w Jto I —M _ to w W N N no. revision / Issue date I GENERAL REVISIONS 12/9S 2 GENERAL REVISIONS 02/99 drawfts WALL SECTIONS AND DETAIL project BG98-21 date SEPT, 15, I'M drawn RSB sheet BASE BID FURNISH AND INSTALL STANDARD PRE-ENGINEERED WOOD TRUSSES AT 24" O.C. REFER TO SPECIFICATIONS SECTION 06100, REFER TO ROOF FRAMING PLAN, TRUSS BEARING OF THE APPARATTS BAY SHALL BE 16'-0" APP. AND THE TRUSS BEARING OF THE ADMINISTRAION AREA SHALL BE 9'-0" APP. THE BASE BID SHALL ALSO INCLUDE 5/8" TYPE "X" MOISTURE RESISTANT GYP. BD. ANCHORED t0 BOTTOM OF TRUSSESAT APPARATUS BAY, THE FASCIA, FLASHING, ETC, SHALL BE SIMILAR TO THAT INDICATED IN DETAIL ROOFING SYSTEM ASPHALT SHINGLE ROOFING SYSTEM ON 1 LAYER OF 30 LB FELT ON 5/8" CDX PLYWOOD. HUGHES OTC W/ 13-10d AND 4" MIN, EMBEDMENt 4 BEND OVER TOP. wl QL/A 11 KRAFT FACED INSUL.--/ ", NON - VENTED VINYL TAPED AND SEALED SOFFIT PANELS 518" TYPE 'X' Sx8 LINTEL BLOCK GYP. BD CEILING W/ 2 - 05 5/8" PLASTER VENEER 8 A-5.1 SINGLE HUNG WHITE ANODIZED III ALUMINUM WINDOW (TYP.) I - 05 AT 32 " O.C. HO IZ Re".NOOK 24" AT 16" O.C. TYP. SPLIT FACE MASONRY OR 1-1/4" PLASTER VENEER CABINETRY WHERE TO MATCH SPLIT FACE PROFILE APPLICABLE 4" CONC. SLAB REFER TO ELEVATIONS jk ELEV FINISI II I I - 1,41 III= III III �- .. - . � � . • � � - �� IIII � I- SAND FILL SEE •STRUCTURAL AND III- I = GECTOC 4NICAL REPORT I _ I I I - � 3 L14LL BEST I ONI V"� axe LINTEL BLOCK W/2-05 5/8" PLASTER VENEER DRIP EDGE SEALANT 5/6" "J" MOLD 1/4" WOOD SHIM SINGLE HUNG WHITE ANODIZED ALUMINUM WINDOW (TYP.) UJINDOUJ HEAD DETAfL SCALE: 1-i/2"z-V-0" 2 - 03 a 16" O.C. ALUMINUM WiNDOW -� SYSTEM 1/4" WOOD SHIM 14 - 5.1 SEALANT GALv. SILL FLASHING EXTEND 1" DOWN FACE SOLID SILL BLOCK " 9 L iNDOL elLL DETAIL A-5.1 SCALE: SCALE: 3/4"=1'-C" J• •L 8"x2'-6" POURED CONCR W/ 6 - 05 8" LINTEL BLOCK W/ 2 - $15 DRIP EDGE PROVIDE 2 - a3 0 16" O.C. IN BOTH WITH S OF B-5 AND ALL BLOCK S SPANNING 8'-0" OR MORE �Eo4C�ER =ET,4 i L SCALE: HUGHES F046 W/ 12-8d GIRDER TRUSS REFER To FRAMING PLAN FOR LOCATION 12" Q 411 JACK TRUSS HUGHES OTC W/ 13��E4 AND 4" MIN. EMBE BEND OVER TOP. KRAFT FACED INSUL: TAPED AND SEALED 5/8" TYPE 'X'- GYP. BD CEILING HORIZ REINF. AT 16" O.C. TYP. 4" GONG, SLAB " NON -VENTED VINYL SOFFIT PANELS 9x8 LINTEL BLOCK W/ 2 - 4*5 g 5/8" PLASTER VENEER A-51 W/ DRIP EDGE SINGLE HUNG • WHITE ANODIZED ALUMINUM WINDOW tTYPd 9 A-5.1 III 1-#5AT32"0.0 HOOK 24" SPLIT FACE MASONRY OR 1-1/4" PLASTER VENEER TO MATCH SPLIT FACE PROFILE REFER t0 ELEVATIONS a - �t III --I - _ • • ... - - : _ � . � I i =I1 � III i ' -III=1 ; .-.•_ _ -:- a •.... ... _ .: ..• .. _ . I � IIII1 D - : SEE = HEW - IIII _ SANFILL — STL RUCTURA AND t GEOTECHNICAL REPORT — I __ � : •... -.. - . - .. . -- -• - �. • - �- .. IIIlil= 7r 'll�� I!IIII--!I-III1il I1=lii -III ��Iilll�I�I ,IIII' I�i� �I�I—IIIIIIIII III__ �IIII�'i 2 LU41L L SECTION " 6 JOINT A-5.1 SCALE: 3/4" =1' -V 5/S" PLASTER VENEER 5/8" "J" MOLD SEALANT SPLIT FACE MASONRY DET,41L SCALE: 1-1/2"=1'-0" FIXED rp CONCRETE CAP SLOPE 3/8" 4" CONC, SLAB IX7 TRIM Ix PRIME TRIM 2 - 2 x8 AND 1/2 " PLYWOOD NAILED TOGETHER W/ HUGHES HSIS STRAP W/ 14-16d AND 6" EMBEDMENT I6"x16" CMU BLOCK COLUMN. FILL CELLS SOLID WITH 1 - #5 EACH CELL • • • - • • . �, � .. = - I i � I III=- i IIII = SAND FILL. _ - - III- SEE STRUCTURAL AND T H I A _ GE G RT Q EC N L REPO - i III - - •. - • - � - -- ITT 111IIIIII--� 11III111 1 � 1 _III „I � I l i lIIIIII--1 ! ,III,111 _I I„ W 4 L L eps a or i ON TRUSS BEYOND NUM INSECT SCREEN LAR ALUM. OR WOOD GABLE END VENT 3ET IN WEB OF TRUSS 6RIMETER OF LOUVER FLASHING EXTENDED UP AND AVER WEB OF TRUSS 1/ENT CMT41L SCALE: SCALE: 3/4" =1' - V AL UMINUM DRiP FASHING t y 1x TRiM 1x PRIME TRIM 2x10 P.T. FASCIA BOARD NON VENTED VINYL SOFFIT PANEL 2x4 KICKER F1ASC i A DETAIL SCALE: �I 126 Third Avomm north, Suitt 02 Safety Harbor, f•lorida 346W PI : C813) 12b- D111 Pax: (813)12b-0209 Ardhttoowe • pu" • wokwwwv AAcmm D • M00006M J U Q um a o Z o0 O a� coo � o} W a N LL W z Z cm W r aW WPM co � co 0 99 LL O LL LL cI W w to co J - co rc to a W W N N no. revkion Ileam date 1 GENERAL REVISIONS 12/W 2 GENERAL REVISITS 02AS drawing WALL SECT I OBIS AND DETAILS ixojeI sheet BG9s-21 date SEPT. 15, ISW drawn RSB H4 f; Y X, IR 3X9 MAtT 11{ &4l 4pON Y 8x8 KNOCKOUT BLOCK W/ 2 - 05 8x8 KNOCKOUT BLOCK W/ 2 - 05 8x8 LINTEL BLOCK W/ 2 - #5 1 - 115 a 24" O.C. HOOK 24" ELEV. -0'-6" t' FINISHED FLOOR ` ° a to N HUGHES DTC W/ 13-10d AND 4" MIN. EMBEDMENT BEND OVER TOP. N VE1` 2x4 KICKER 8"xi'-4"xl2' W/ 4 - s5 LINTEL INSTALLED FOR FUTURE CONSTRUCTION / 4 A-5.1 VINYL SOFFIT 8" CMU WALL CONSTRUCTION W/ FOAM INSULATION 5/8" PLASTER VENEER 6 A -5.1 SPLIT FACE MASONRY BOTTOM OF FOOTING TO _ BE. 2o" BELOW FIN. III GRADE - � - .i,_8„• - III==III . ail g,4ND FILL III I il SEE 61VUCTURAL' AND l-ill-ll�. III- I�I . GEOTECHN1CAL REPORT. 11—;:III�,��III=1 -� .:. •�.�� -� ��. �� �. - .:- III \IIIi �I- III =1!1- � � � - - - �. - -_�• •III -!iI= -_-i I_ !-1 - - I_ —III ,4 - �✓.2 SCALE: TRUSS T -1 AT 24" O.C. 5/8" TYPE "X" MOISTURE RESISTANT GYP. BD CEILING DOUBLE 2x6 BLOCKING BETWEEN OUTRIGGERS. NAIL TO EACH OUTRIGGER. 2x6 OUTRIGGER 6 16" O.C. HUGHES HG-10 W/ IS-106 EACH OUTRIGGER HUGHES FA6F W/ 12-Sd, 2x6 BLOCKING TO TRUSS TOP CHORD BETWEEN EACH OUTRIGGER, TYP, HUGHES ST 201 W/ 14-16d DOUBLE TRUSS FIXED TRIANGULAR ALUM. OR WOOD GABLE END VENT SET IN WEB OF TRUSS INCLUDE INSECT SCREEN DOUBLE 2x6 BLOCKING BETWEEN OUTRIGGERS. NAIL t0 EACH OUTRIGGER. 2x6 OUTRIGGER a 16" O.C. HUGHES HC-10 W/ is -loci EACH OUTRIGGER HUGHES FA" W/ 12-8d. 2x6 BLOCKING TO TRUSS TOP CHORD BETWEEN EACH OUTRIGGER, TYP. HUGHES ST 201 W/ 14-16d DOUBLE TRUSS FIXED TRIANGULAR ALUM. OR WOOD GABLE END VENT SET IN WEB OF TRUSS INCLUDE INSECT SCREEN 5 � 5 A-5.1 A-5.1 I HUGHES FA6 W/ 12-ad HUGHES FA& W/ 12-Sd 12 ° R-30 GATT INSULATION 12" 6" 2x4 DIAGONAL BRACING �6" NAIL TO EACH TRUSS CHORD W/ 2-lod 2x4 CONT. NAIL TO EACH HUGHES St 201 TRUSS CHORD W/ 2-10ci HUGHES ST 201 W/ 14-16d NON -VENT INYL W/ 14-16d �X A-5.1 a HUGHES DtC W/ 13-10d 8"x2'-6" POURED CONCRETE LI? W/ 6 - 05 — - --_ AND 4 MIN, EMBEDMENT BEND OVER TOP. - - -- MOISTURE r GYP. BD HUGHES D T C W/ 13-10d �— 5/8" PLASTER VENEER CEILING AND 4" MIN. EMBEDMENT ' BEND OVER TOP. \ \ 1 - s5 SEE PLAN ' ' HOOK 24" BASE BID FURNISH AND INSTALL STANDARD PRE-ENGINEERED WOOD TRUSSES AT 24" O.G. REFER TO SPECIFICATIONS SECTION 06100. REFER TO ROOF FRAMING PLAN. TRUSS BEARING OF THE APPARATTS BAY SHALL BE 16'-O" A.F.F. AND THE TRUSS BEARING OF THE ADMINISTRAION AREA SHALL BE 8'-0" A.F.F. THE BASE BID SHALL ALSO INCLUDE 5/8" TYPE "X" MOISTURE RESISTANT GYP. BD. ANCHORED TO BOTTOM OF TRUSSESAT APPARATUS BAY. THE FASCIA, FLASHING, ETC. SHALL BE SIMILAR TO THAT INDICATED IN DETAIL ROOFING SYSTEM ASPHALT SHINGLE ROOFING SYSTEM ON i LAYER OF 30 LB FELT ON 5/8" CDX PLYWOOD. 6" CONC. SLAB TOP BOLLARD j� W/ CONCRETE �G 1 SPLIT FACE MASONRY BOLLARD PAINT YELLOW .0 ENCASE BALLARD IN % FOOTING EXTENSION 0 2'-0" III SAND FILL III = III- -III- -III I SEE STRUCTURAL AND III GEOTECHNICAL REPORT III III --III III; � ill11 ill III- .III\ -,III= 2 LU,4LL SECTION �4 - �✓.2 SCALE: 3/4" =1' -C" 6" CONC. SLAB R-30 BATT INSULATION 2x4 DIAGONAL BRACING NAIL TO EACH TRUSS CHORD W/ 2-10d 2x4 CONT. NAIL TO EACH TRUSS CHORD W/ 2-10d NON-f ENTED VINYL PA E14S A-5.1 8"x2'-6" RVURED CONCRETE LITEL W/ 6 - s5 s5 VERTICAL REINFORCING SEE PLAN 5/8" PLASTER VENEER OVERHEAD DOOR a n d Q 7 •t —III III- III=III III-= °$AND FILL III III= SEE STRUCTURAL -AND -- — I,I III -I GEOTECHNICAL REPORT- - I l I I1 I IIII—III=-.III I I .. � � . - � � - � � � � � .. •• � - � =1 I I-1 III III =III: III-II_i-._III- . . �. �.� �. .� •: ...- � •.•�. •. III; IIII� LULL SECTION �4 - �✓.2 SCALE: 3/4" =1' - C" �I nor 'Qw — 1 40-wqblmw—. 12b Thtrd Av wane Noah, SWto 102 bafety Harbor, Florida 34685 Photo: (813) '125-0111 Fax. (813) '125-020% ArehItSoUirs - Plaming - &VIft.rteg AACOMO 5 - 111180006mffi >11= Imm J U Q um Q a z oc O aLL H�° � ov� Qa�J Fm C/) o} Lu a N LL w z Z CV WT• co Lu to a Liu W H M CID CO 0 Occ1�- ILL LL0 O LL �` ■ W w Jto CM J _ _ LO a� � } a W W N N na revision / issue date GENERAL REVISIONS 12/w 2 GENERAL REVISIONS 02/SS ' drawings UJ.ALL SECTIONS iron sheet COW-21 SEPT. IS, Islas drawn RSB TYPE A SEE SCHEDULE SEE SCHEDULE SEE SCHEDULE 0 Q ww wW ww O TYPE B TYPE C TYPE D VERIFY W/ ARCHITECT P TRUSS f ASSEMBLY 5/8" GYP. BD. DOUBLE 2x4 TOP PLATE 2x4 WOOD STUD FR, 0 16" O.C. W/ 5/8" G, 2x4 CROSS BRAG IN 4" BASE FLOORING MATERIA INTERIOR UJ4LL SECTION SCALE: 3/4"=1'-V DOOR SCHEDULE DOOR NO. ROOM NAME FIRE LABEL DOOR TYPE DOOR MAT'L FRAME MAT'L SILL MAT'L DOOR WIDTH DOOR HOT. HEAD DETAIL JAMB DETAIL REMARKS 100 FRONT ENTRANCE - D ALUM, ALUM ALUM, Y-0" 1'-0" - - - 101 OFFICE 30 MIN B WD. WD. - 3'-0" 1'-0" - - 102 EXERCISE ROOM - B WD. WD. - 3'-0" 1'-0" - - - 103 PLANS 30 MIN B WD. WD. - Y-0" 1'-0" - - - 104 OFFICE - B WD. WD. - 3'-0" 1'-0" - - 105 STORAGE - B WD. WD. - 3'-0" 1'-0" - - - 106 APPARATUS BAY 0/2 B H.M. HM, ALUM, Y-0" 1'-0" 2/A-6.0 1/A-6.0 - 101 APPARATUS BAY - A ALUM. ALUM. - 12'-0" 14'-0" 1/A-5.1 3/A -64 OVERHEAD 108 APPARATUS BAY - A ALUM. ALUM. - 12'-O" 14'-0" 1/A-5.1 3/A-6.0 OVERHEAD 109 APPARATUS BAY - B H.M. HM, ALUM. Y-0" 1'-0" 2/A-6.0 I/A-6.0 - 110 DECON 11/2 B HM. HM. ALUM. Y-0" 1'-0" 2/A-6.0 I/A-6.0 - III GEAR ROOM 1112 B H.M. H.M. ALUM, 3'-0" 1'-0" 2/A-6.0 1/A-6.0 - 112 MECHANICAL 1112 B H.M. H.M. ALUM. Y-0" 1'-0" 2/A-6.0 I/A-6.0 - 113 ELEC. / TELE, 11/2 B H.M. HM, ALUM. Y-0" 1'-0" 2/A-6.0 I/A-6.0 - 114 JANITOR 30 MIN B H.M. HM, ALUM, 2'-0" 1'-0" 2/4-6.0 I/A-6.0 - 115 STORAGE 30 MIN B H.M. HM. - Y-0" 1'-0" 2/4-6.0 1/A-6.0 - 116 HOSE ROOM 11/2 B H.M. filiI.M. ALUM, Y-0" 1'-0" 2/4-6.0 1/A-6.0 - 111 APPARATUS BAY - A ALUM. ALUM. - 12'-O" 14'-0" 1/A-5.1 3/A-6.0 OVERHEAD 116 APPARATUS BAY - A ALUM. ALUM. - 12'-0" 14'-0" 1/A-5.1 3/A-6.0 OVERHEAD 119 REAR ENTRANCE - C ALUM. ALUM. ALUM. 3'-0" 1'-0" - - - 120 APPARATUS BAY 1112 B H.M. H.M. ALUM. Y-0" 1'-0" 2/A-6.0 i/A-6.0 - 121 STORAGE - B WD_ WD. - 3' - 0" 1' - 0" - - - 122 DORMITORY - B H.M. HM, ALUM. X-0" 1'-0" 2/4-6.0 1/4-6.0 - 123 STORAGE - B WD. WD. - 3'-0" 1'-0" - - - 124 DORMITORY 30 MIN B WD. WD. - 3'-0" 1'-0" - - - 125 STUDY 30 MIN B WD. WD. - 3'-0" 1'-0" - - - 126 MEN'S RESTROOM 30 MIN B WD. HM. MAR. X-0" 1'-0" 4/A-6. 3/A-6.0 - 121 WOMEN'S RESTROOM 30 MIN B WD. HM. MAR. Y-0" 1'-0" 4/A-6. 3/A-6.0 - 128 DAY ROOM 30 MIN B WD. WM. - 3'-0" 1'-0" - - 129 PORCH - B H.M. HM. ALUM. Y-0" 1'-0" 2/A-6.0 I/A-6.0 - 130 DINING ROOM 30 MIN B WD. HM. - 3'-0" 1'-0" 4/A-6. 3/A-6.0 - 131 PANTRY - B WD. WD. - 3'-0" 1'-0" - - - 132 PANTRY - B WD. WD. - 3'-0" 1'-0" - - - 133 PANTRY - B WD. WD. - 3'-0" 1'-0" - - 134 STORAGE 1112 B WD. H.M. ALUM. Y-0" 1'-0" 2/A-6.0 1/A-6.0 - 4"0 PIPE BALLARD, CONC. FILLED � J,41"IB 1:)ET4 1L URINAL PARTITIC 4x4x1/4" ANGLE CONT. BOTH JAMBS DOOR TRACK OVERHEAD DOOR URINAL ALUMINUM ALUM. CPT. CERAMIC FLOOR TILE RES. RESINOUS FLOORING / BASE CONC. CONCRETE CPT. CARPET GB GYPSUM BOARD P PAINTED S SCREEN P/G PAINTED BLOCK AND GYPSUM BOARD CWT CERAMIC WALL TILE GB GYP. BOARD M.R. MOISTURE RESISTANT GYP, BOARD ROOM FINISH SCHEDULE ROOM NO. ROOM NAME FLOOR WALLS N I E 1 S W CEILING HGT_ MAT'L BASE REMARKS 100 CORR./ENT. RES. GB CMU - 8'-O" GB RES. 101 OFFICE CPT. CMU CMU GB 8'-0" GB VINYL - 102 PLANS CPT. GB GB GB GB 8'-0" GB VINYL - 103 STORAGE CPT. GB GB CMU GB 8'-0" GB VINYL - 104 OFFICE CPT. 08 GB CMU CMU 8'-0" GB VINYL - 105 VESTIBULE RES. CMU CMU - CMU 8'-0" GB RES. - 106 COPY ROOM RES. - CMU CMU CMU 8'-0" GB RES. - 101 STORAGE CONC. CMU CMU CMU CMU 8'-0" GB VINYL - 108 DECON ROOM CONC. CMU CMU CMU CMU 8'-0" M.R. VINYL - 109 GEAR ROOM CONC. CMU CMU CMU CMU 8'-0" GB VINYL - 110 MECHANICAL ROOM CONC. CMU CMU CMU CMU 8'-0" GB VINYL - III JANITOR CONC. CMU CMU CMU CMU 8'-0" GB VINYL - 112 ELEC. / TELE. CONC. CMU CMU CMU CMU 8'-0" GB VINYL - 113 STORAGE CONC. CMU CMU CMU CMU 8'-0" GB VINYL - 114 HOSES CONC. CMU CMU CMU CMU 8'-0" GB VINYL - IS - - - I - - I - - - N/A 116 VENDING RES. - CMU CMU CMU 8'-0" GB RES. 111 VESTIBULE RES. CMU CMU - CMU 8'-0" GB RES. I18 APPARATUS BAY RES, CMU CMU CMU CMU ib' - 0" M.R. RES. 119 STORAGE CPT. GB CMU CMU GB 8'-0" GB VINYL - 120 BUNK 4 CPT. GB GB ICMU GB 8'-0" GB VINYL - 121 BUNK 2 CPT. GB GB CMU CMU 8'-0" GB VINYL - 122 DORMITORY AREA CPT. GB GB GB CMU 8'-0" GB I VINYL - 123 BUNK 1 CPT. CMU GB GB CMU 8'-0" GB VINYL - 124 BUNK 3 CPT. CMU GB GB GB 8'-0" GB VINYL - 125 STORAGE CPT. GB CMU CMU GB 8'-0" GB VINYL - 126 STUDY CPT. CMU GB GB IGO 8'-0" GB VINYL - 121 SHOWER CPT. CWT CWT CWT CWT 8'-0" M.R. CWT - 128 MEN'S RESTROOM RES. GB GB GB GB 1 8' -0" GB RES. 12S WOMEN'S RESTROOM RES, GB GB GB GB 8'-0" GB RES. 130 SHOWER RES. CWT CWT CWT CWT 8'-0" MR, RES. - 131 DAY ROOM RES. CMU GB GB GB 8'-0" GB RES. 132 DINING ROOM RES. CMU GB GB GB 8'-0" GB RES. - 133 KITCHEN RES. CMU GB GB - 8'-0" GB RES. - 134 PANTRY RES. GB GB GB GB 8'-0" GB RES, 135 PANTRY RES. GB GB GB GB 8'-0" GB RES. 136 PANTRY RES. GB GB GB GB 8' -0" GB RES. 131 EXERCISE ROOM CONC. CMU CMU GB GB 8'-0" GB VINYL - BLOCK CELLS FILLED WITH FOAM INSULATION GROUT FILL HEADER AND JAMB CELLS 8" LINTEL BLOCK WITH 2-05 CONTINUOUS SEALANT HOLLOW MTL. HEAD FILLED WITH GROUT 2 '� HE;4D D E 7 4 1 L STALL PARTITION TOILET PAPER GRAB AND SANITARY WATER BARS NAPKIN DISPENSER CLOSET a 4_0 \ I;z- T 33"-36" 19" MAX a" CMU WALL CONCRETE FILLED BOOR SEALANT OPEN CELLS FILLED WITH FOAM INSULATION s SCALE: 1-1/2"=1' SCALE: MIRROR SOAP DISPENSER 40" MAX 40" MAX �CC���ORY MOI�N�IN HEIGHTS PAPER TOWEL DISPENSER a WASTE RECEPTACLE 0 40" M I �i .._...._..,,�� -7-, - -- Wrd Avemie 126 TNortK Sulu 102 Safety Harbor, Florlda 34695 F Vm: (60) 725-0111 Pax, ($13) 725-0208 ArdVtooU ro • Planning • ■ngw~WQ AA A)MO 5 • MOCC06M z O o o a: QQ� cl) a 0 Z cm W r aWto O W a: Cf) Q Og: 111- LL U. O 0 LL CS 1 W w JM J J _ _ to a. 0. W W N N no. revision / ham date I GENERAL REVISIONS 12/98 2 GENERAL REVISION$ 02/99 drawige SCHEDULES, DOOR DETAILS, AND MOUNTING HEIGHTS proms SOW-21 date SIMPT. 15, i998 drawn RSB sheet 77 9'-11" INTERIOR M.EY. SCALE: 9'-11" -4'� INTERIOR ELEV. - 7,0 SCALE, 1/4"=I'-V el INTERIOR ELEY. SCALE: 77 INTERIOR ML9\4 SCALE: 1/4"=1'-0" e \ INTERIOR SLEV. SCALE: 1/4"=1'-0" INTERIOR r=Lg\/- SCALE: 1/4"z-V-0" INTERIOR ELEY. SCALE: I/4'*' -C" INTERIOR ELEVATION KEY NOTES: IE 1 DISHWASHER IE 2 SUB SERO REFRIDGERATOR IE 3 OVEN - SEE SPEC'S IN 4 OVEN HOOD - SEE SPEC'S IE 5 ALUMINUM WINDOW SYSTEM IE (b MASONRY WALL SYSTEM IE 'I GYP. BD. WALL ASSEMBLY IN 8 3/4" PLYWOOD SHELVING W/ 1x NOSING PLASTIC LAMINATE ALL EXPOSED SURFACES. MOUNT ON ADJUSABLE STANDARDS IE S GYP, BD. HEADER IE 10 SHOWER CURTAIN AND ROD lull PLASTIC LAMINATE TOILET PARTITION ASSAMBLY FOR ACCESSIBLE COMPARTMENT SHALL CONFORM TO THE AD.A. IE 12 CERAMIC WALL TILE IE 13 ACCENT BAND AND ACCENT BASE IE 14 ACCESSIBLE SHOWER SEAT IE 15 GRAB BAR IE 16 ACCESSIBLE SHOWER ASSEMBLY IE 1*7 4" BACK SPLASH IS 18 TOP CABINET IE IS BOTTOM CABINET IE 20 BUNK LOCKERS IE 21 PAPER TOWEL DISPENSER / DISPOSER IE 22 HANDICAP MIRROR FULL LENGTH IE 23 WASHER / DRYER IE 24 BULKHEAD IE 25 3/4" PLYWOOD FIXED FACE PLATE. PLASTIC LAMINATE ALL EXPOSED SURFACES IE 26 3 COMPARTMENT SINK W/ DRAIN BOARDS IE 21 3/4" PLYWOOD DRAWER PLASTIC LAMINATE ALL EXPOSED SURFACES IE 2S TROFFER LIGHT - SEE DETAIL IE 2S VINYL CLAD SHELVING IE 30 6xI4 CONCRETE CURB IE 31 MOP SINK IE 32 URINAL SCREEN INTERIOR ELEV. SCALE: 1/4"=1'-0" & -� INTERIOR ELEV. --1,01 SCALE: INTERIOR ELEV. SCALE: 1/4" =1' -O'l rJ riw. 126 Th" Awrue North, Butte 102 Safety 48.1" , pwida S46W Pftww- (81 ) 'I26-0111 Pax. (M) 125-020% Arenteoture • Piamwig • "k ewl"s J V Q z O Q o Qa� F. a Cl) o um z -2 Z CV w r � Qw o to LLu ir M �cr)a o U. = o c� LL W w -J lA M J J _ co a:, to 0. W W N N no. revkdon / sue date 1 GENERAL REVISIONS 12/w 2 GENERAL REVISIONS 02/99 drawigs INTERIOR ELEVATIONS project BGSS- 21 date SEPT. 15, isw drawn RSB sheet i N 347/8" WOOD STUD WALL CONSTRUCTION "� MIL A-1.1 3/4" MARINE GRADE PLYWOOD W/ PLASTIC LAMINATE 4" BACK SPLASH W/ PLASTIC LAMINATE 3/4" PLYWOOD DRAWER FACE W/ PLASTIC LAMINATE WALL ANCHOR - SEE NOTE I 3/4" PLYWOOD ADJUST SHELF W/ PLASTIC LAMINATE 3/4" PLYWOOD DOOR FACE W/ PLASTIC LAMINATE Ix4" TREATED 4 MIL 3/4" PLYWOOD —'N DOOR FACE W/ PLASTIC LAMINATE 3/4" PLYWOOD ADJUST. SHELVES W/ PLASTIC LAMINATE ' WALL ANCHOR - Q' N SEE NOTE i (TYP) 2' 4" BACK SPLASH " W/ PLASTIC LAMINATE J ON ALLEXPOSED SURFACE 3/4" MARINE GRADE PLYWOODLAMINATE W/ PLASTIC LLUCR< SECTION LW0R< SECTION - SCALE: WALL ANCHOR - SEE NOTE 1 DISH WASHER BY OWNER 3 11ILLWOR< SECTION tA-7,1 SCALE: 1-1/2"=1'-0" URINAL PARTITIC 3/4" PLYWOOD DOOR FACE W/ PLASTIC LAMINATE VINYL CLAD METAL SHELVES WALL ANCHOR - SEE NOTE I (TYP) 2' 4" BACK SPLASH W/ PLASTIC LAMINATE ON ALL EXPOSED SURFACES 3/4" MARINE GRADE PLYWOOD W/ PLASTIC 3/4" PLYWOOD DRAWER FACE W/ —� PLASTIC LAMINATE WALL ANCHOR - SEE NOTE I 3/4" PLYWOOD AC SHELF W/ PLASTIC LAMINATE 3/4" PLYWOOD DOOR FACE W/ PLASTIC LAMINATE N4" TREATED WOOD BASE E 6 N <<11W M f LLUJOR< SECTION- i :RIEI SCALIE- dD ix2 WOOD BLOCKING 3/4" PLYWWOD W/ PLASTIC LAMINATE 3/4" PLYWOOD DOOR FACE W/ PLASTIC LAMINATE 1-1/2" LWORK SECTION STALL PARTITION MIRROR SOAP URINAL DISPENSER TOILET PAPER GRAB 5/8" GYP. BD. CEILING 3-5/8" WOOD STUD CONSTRUCTION AND SANITARY WATER BARS NAPKIN DISPENSER CLOSET a 33"-36" 401, MAX. 40" MAX. 19" MAX ACCESSORY MOUNTINCs NEICsI-ITS VINYL CLAD METAL SHELVING DOOR - SEE SCHEDULE PAPER TOWEL DISPENSER d WASTE RECEPTACLE 40" MA[U I �I 126 ?Krd Avenue North Suits 02 Safety} warbor, Ploridd 3464E P wm, MI)125-®fll Pax: (W) 125-0209 Ardxe�.mm2�eemmmem� i'''9 J U Q � Q o Z o0 O aLL H�°cn Qa�J Fm �2 p} uj 2 W N LL W z Z cm W 2 r 4 v a. W W H co C4,) c 0C 1111-0 LL�C'3 !L W w Jto CO J a: to � a. w W N N noT.no.revision / issue date 1 GENERAL REVISIONS 12/98 2 GENERAL REVISIONS 02/99 drawings INTERIOR ELEVATIONS I proms sheet BG98-21 date SEPT. 15, 1998 drawn RSB 2 ,4-M1.2 SCALE: 1-1/2"s-V-011 1 04-i.2 SCALE: 1-1/2"=1' -011 NOT e�8. 1. POR MASONRY WALL USE 1/8" WEDGE ANCHOR AT 16" O.G. POR STUD WALL USE 3"xt/8" LAG SCREW AT EACH STUD 2. ALL INTERIOR AND NXTERIOR WOOD SURPACE TO DE PINISNEO W/ PLASTIC LAMINATE UNLESS OTHERWIGM NOTE. (INCLUDE EDGE RETURNS ON DOORS AND DRAWERS) 3. ALL DASD MATERIAL TO DE PRESSURE TREATED. d. MARINE GRADE PLAYWOOD IS REQUIRED POR ALL COUTER TOPS E SINK RASE UNIT BOTTOM SHELF. M 0 �► • Thrd awrw Wor % Guts W2 batdey µarbor, PWIda 3 !0W *Fam (04)120-0111 Pay, (90) VO-0200 AAC4O2dW 0 06RUW"000 M WAW� J U Q Q LL o 00 0 a� 0 aa�� co o� W cc LL Z CV W `' H � (LWM W H co ova q: 0 LLLL c/ W w J to J cr) co _ to CL 0_ W W N N ML revkbn / how date GENERAL REVISIONS 12/88 2 GENERAL REVISIONS 02/% drawYge MILLWORK SECTIONS project DG88-21 date SEPT. 15, Isw drawn RSB Sheet ALL WORK SHALL COMPODES, WITH ALL PREVAILING STANDS BUILDING, PLUMBING MECHANICAL, N.E.C. AND CTI OF ZBP ORDINANCES V 'ZXp FLOOR ELEVATION ABOVE 1tOAD 8" CIA_ " REVOLVING TRW A-1-1/2" MIA. AT TC FLAG POLE (REFER SPEC W/ CONCEALED HALYARD I rl1 li CORR. PIPE REFER SPEC'S FOR POLE WRIGWT STEEL WEDGES 'LATE 4 PLASH COLLAR W/ SEALANT MIRY FILLER SAND AS REQUIRED BY MAN. AND �4OP POLS 16 GA. CORP. GALV. t0 PLATE A STEEL. SUDM Te1SHOP DRAWINGS PIPE 12" MIA_ FOR APPROVAL. MLO TO PLATE "A" I�LDED 8" MIN. 1/2 "x12" SQ_ STEEL PLATE 2 -a6 REDARS PLATE "A" U EA. WAY TYR 2' 1/2" STEEL PLATE CA REQ'DU1S") PLATE "D" 211 3'-C" VIA, WELDED TO REDARS 4'-rD' DIA. 3/4" MlAxWW LONG (MIN) PLATED GROUND ROD "WEAVER" OR EQUAL pPPROVEPRINT REQUIRED ON Jog SrrE RF.vIEWF-D t) 34' 1 0 i93 2 P:L.,4C3 POLE -8.o 60ALE: 11411_V0 a! TMrd Awrw North, ewe. W2 bmtdN karbor, PWrlda S460 Pharr (90)10-Onl Pax: (W)120-020% AADOW& b • PWOOiml2 J Q LL z o OFm a aa� H � CD Q 0 TF um w z Z N W T co I— aWto 0 WPM 0�� LL LL C'3 LL CO W w co =to J _JM it 10 a. a W W N N no. moron / hms date 1 GENERAL REVISITS 12/W 2 GENERAL REVISIONS 02/99 odrawkW SIGN, FLAGPOLE DETAILS Project DOW-21 date SEPt. Is, 19w drawn P.B sheet _ _J- 1 1 1 1 '' 1 2. - a: STEP FOUNDATION SEE DETAIL 4" SLAB W/ a4 0 12" EACH WAY CENTERED LAP 18" _ TYPICAL T''PICAL T�4 IC<EN D BTE P 3 BLA5 DSTA I L 2 FOOT INICx DETA I L 71,01 SCALE: 3/4"=1'-0" 5-1.0 TRENCH DRAIN � SEE SPECS. SCALE: 3/4"=1'-0" ■■ ■ ■ ■I al I I ml I I ■ ■- -■ ■ ■ ■T ■ ■ ■ ■ i .,I • V� I F.F . ■ I� �I I ., i I iElj N 00017■■■0 11 ii UP-1-B PF.E. f FUTURE CON53TRUCTION REFER TO 3/A-4.0 FOUNDATION PLAN NOTE: ALL WALL REINFORCING TO BE 4*5 UNLESS OTHERWISE NOTED. SLOPE SLAB AS REQUIRED TO DRAIN. STEP FOOTING AS REU I RED, BOTTOM OF FOOTING TO BE 20" MIN. BELOW FINISHED GRADE. FOOTING SCHEDULE GENERAL STRUCTURAL NOTES: 1'-6 1'-0" 1'-6" WP-i 12"x20" CONT. 3-8fi BOTT, CONT, 1. STANDARD BUILDING CODE ISS4 2-05 TOP CONT, WIND VELOCITY 110 MPH WF-2 12"x24" CONT. 4-a5 MOTT. CONT. USE FACTOR 1.15 3-afi TOP CONT. 2. CONCRETE FOR BEAMS, BLOCK BEAMS AND FOUNDATIONS TO BE 3000psi. CONCRETE FOR BLOCK CELL FILL AND SLABS ON GRADE TO BE 2500pei. SEE NOTE WF-3 3'0"x3'0"x12"-4 EACH WAY BOTT. 10 � . —III— III= SPREAD — - T.S.THICKENED SLAB (SEE DETAIL 2/S-L0) 3' REINORGING STEEL TO BE ASTM A-616, GRADE 60, 60KSI YIELD. i I I III IIII i 4. REINFORCE MASONRY WALL W/ a5 OR x4 BARS AS INDICATED ON PLAN. - - � WALL REINFORCING SCHEDULE i L E - i CENTER BARS IN BLOCK S PILL CELLS SOLID WITH 2500 at GROUT. ENTIa L WALL LL E p (FOOtfNG)-A 24 LAP BARS 24" MINIMUM AT SPLICES. O.C. AND AS INDICATED ON PLAN „ VERTICAL REINFORCING MUST HOOKED 8 - ' IN FOOTINGS AND HO EN � �"'� WALL VE CAL E NG BE E 90 NGS OKED =RAIN =ET.41L (ROOTING)-B 32" O.C. AND AS INDICATED ON PLAN 24"-W' IN TOP OF ROOF BEAM. TYPICAL THROUGHOUT. (FOOTING)-C 48" O.G. AND AS INDICATED ON PLAN 5" BOTTOM OF FOOTING SHALL BE 20" MIN. BELOW GRADE, OR BELOW FLOOR SLAB FOR SCALE: 3/4"=1'-0" INTERIOR FOOTINGS. COLUMN 1 (C-1) CONC. MASONRY UNITS TO BE STANDARD WEIGHT CONFORMING TO ASTM C-W 2 - SX16 BLOCK, CHANGE PATTERN 6' MORTAR TO BE TYPE M 2500psi. LAY UNITS IN FULL BED OF MORTAR. MORTAR EACH COURSE, 4 - afi, RILL ALL CELLS JOINTS TO BE PLUSH WITH FACE OF BLOCK - DO NOT RAKE NOR STRIKE JOINTS, ENDS OF MASONRY UNITS TO HAVE FULL FACE OF MORTAR. PROVIDE HORIZONTAL WALL REINFORCING, 08 METAL TRUSS TYPE EVERY OTHER COURSE. It. PROVIDE Sx32 POURED CONCRETE BEAMS WITH 4-05 FOR LINTELS S. BUILDING IS NOT STRUCTURALLY STABLE NOR SOUND UNITL ALL COMPONENTS ARE INSTALLED, CONNECTED AND ANCHORED.PROVIDE TEMPORARY BRACING, ANCHORS, SHORING, ETC, AS REQUIRED DURING CONSTRUCTION. g APPARATUS BAYPLOOR SLAB TO BE 6 , CONC. SHALL BE 4000 PSI AND SHALL HAVE A MODULUS OF RUPTURE OF 650 PSI. PROVIDE A 12" STABILIZED BASE UNDER SLAB, STABILIZE TO 50 PSI. 10. At INTERSECTION OF INTERIOR STUD WALLS AND EXTERIOR BLOCK WALLS, W', USE DOUBLE STUD, P.T. NEXT TO BLOCK, AND BOLT STUD WALL TO BLOCK WALL WITH 3-1/2" BOLTS EQUALLY SPACED. 2 11 0,didm 126 ?hrd Averme North, Suite 102 Safety a4arbor, #lorlda 3469B Phone- (813) 725-0111 *ax: (813) i2b-m20% AroNtecture In9 6m 1^9 ow 6 >111m �mm J U a LL a o z 00 O a H�°LL v� QQ�J C� LJJ W IX N LL 3: z Z cm W r or. F M (L Lu WPM 00 LL �LL c/ ■ W w J M J a: to a: W N N no. revision / issue date 1 GENERAL REVISIONS 12/W 2 GENERAL REVISIONS 02/SS drawings POUNDAT I ON PLAN, DETAILS AND NOTES 1 pro*ct BGW-21 date SEPT. 15, isw drawn RSB sheet S - Lo - L — I - 1L1 BASE BID FURNISH AND INSTALL STANDARD PRE-ENGINEERED WOOD TRUSSES AT 24" O.C. REFER TO SPECIFICATIONS SECTION 06100. REFER TO ROOF FRAMING PLAN, TRUSS BEARING OF THE APPARAUTS BAY SHALL BE 16'-0" App. AND THE TRUSS BEARING OF THE ADMINISTRAION AREA SHALL BE 8'-0" A.F.F. THE BASE BID SHALL ALSO INCLUDE 5/8" TYPE "x" MOISTURE RESISTANT GYP. BD. ANCHORED TO BOTTOM OF TRUSSESAT APPARATUS BAY. THE FASCIA, FLASHING, ETC. SHALL BE SIMILAR TO THAT INDICATED IN DETAIL ROOFING SYSTEM ASPHALT SHINGLE ROOFING SYSTEM ON 1 LAYER OF 30 LB FELT ON GIRDER TRU 5/8 COx PLYWOOD. JACK TRU TYPIC GENERAL ROOF FRAMING NOTES 1 PRE-ENGINEERED TRUSSES SHALL BE DISIGNED AND FABRICATED FOR THE FOLLOWING LOADS: L I VE: 16 psf HORIZONTAL PROJECTION FOR 6.12, 20 psf HORIZONTAL PROJECTION FOR 3.12 DEAD: 8 psf NORMAL TO TOP CHORD 4S paf BOTTOM CHORD. WEIGHT OF TRUSS NOT INCLUDED IN LOADS. WIND UP LIFT: 26.0 psf NET IN BUILDING AND 2S.0 paf NET ON 6:12 PITCH 2. ANCHOR ALL ROOF FRAMING MEMBERS AT ALL SUPPORTS W/ METAL ANCHORS, SEE ROOF ANCHOR SCHEDULE. 6:12 SECONDARY TRUSSES TO BE ANCHORED TO SUPPORTING TRUSSES AT 2 POINTS FOR 12'-0" LENGTH AND LESS AND AT 3 POINTS FOR OVER 12'-O" LONG. 3• ALL METAL CONNECTORS TO BE GALVANIZED. PLYWOOD DECKING TO BE IN STAGGERED END JOINT PATTERN, END JOINTS SHALL NOT ALIGN IN LESS THAN 4 ROWS OF PLYWOOD, NAIL AND PLYWOOD DECK WITH Sd AT 6" O.C. INTERMEDIATE SUPPORTS AND 86 AT 4" EACH SHEET END SUPPORTS. 4 BEAM SCHEDULE WOOF FRAM INS PL,4N 15-1 AF-A POURED CONCRETE LINTEL BEAM W/ 6 - s5 B-2 2 - 2x8 AND 1/2" PLYWOOD NAILED TOGETHER FRAMING KEY NOTES: SCALE: 1 2 - 2x8 LEDGER P.T. BOLTED TO BLOCK W/ 1/2" "J" BOLT AT 36" - FILL BLOCK CELLS AT ROOF LINE. NAIL 5/8" PLYWOOD ROOF DECKING TO LEDGER W/ 12d AT 3" CONTINUOUS, STAGGER. S-2.0 TRUS& PL4N& SCALE: 1/4"=1'-0" NOTE: I. WEIGHT OF TRUSS NOT INCLUDED. 2. TRUSS MEMBERS FOR T-1 TO BE 2x6 MIN, ROOF ANCHOR SCHEDULE 1O HUGHES OTC W/ 13-10d AND 4" MIN. EMBEDMENT, BEND OVER TOP. �2 HUGHES HLSSU26-210, I EACH SIDE, OR EQUAL, 500 Ib, NET UPLIFT AND 500 Ib. NET DOWN LOAD. 0 2 - HUGHES TA22 W/ 11-10d AND 4" MIN. EMBEDMENT, BEND OVER TOP, OR EQUAL, 25SI LBS. NET UPLIFT. O HUGHES ST 201 W/ 14-166 BOTT. CHORD, HUGHES FA6 W/ 12-86 TOP CHORD, PROVIDE SECONDARY FRAMING IN GIRDER TRUSS AS NECESSARY TO CONNECT TOP CHORD, O HUGHES HC-10 W/ IS -loci x 1-1/2" (HN1o) O HUGHES HC-20 W/ 18-8d (NOTE: ANCHOR SECONDARY TRUSSES AT 2 POINTS FOR 12'-O" LONG AND LESS AND AT 3 POINTS OVER 12'-O". O HUGHES HC-10 W/ I9-106 EACH TRUSS, OR EQUAL, 1350 lbs. NET UPLIFT AT BEARING WALLS. �8 SIMPSON HETAL 20 W/ 20-10d, OR EQUAL, 1850 Iba. NET UPLIFT. HUGHES ST 201 W/ 14-16d to HUGHES ST 201 W/ 14-16d BOTTOM CHORD. SIMPSON A-24 ANGLE TOP CHORD W/ 2-10d AND 2-1/4" TAP CONS, 11 FOR TRUSS FRAMING INTO HIGH WALL USE HUGHES HWUH 2x8 HANGER W/ 2 - 1/2"x8" "J" BOLTS IN MASONRY, CELLS FILLED W/ CONC. 4 - 10d x 1-1/2" NAILS IN TRUSS, OR EQUAL, 1100 lbs. LOAD AND SOO Ibe UPLIFT. 12 HUGHES HWU-I 4x6 W/ 2 - 1/2" BOLTS AND 4-10d OR EQUAL WO NET DOWN LOAD AND 100 NET UPLIFT 13)HUGHES HSIS STRAP, 6" EMBEDMENT W/ 14-16d 14 HUGHES ST 402 WITH BACK STRAP IN MASONRY W/ 6-16d IN BEAM 15 2 - HUGHES HS-22 STRAPS, 8" EMBEDMENT, W/ 15-16d EACH q ON �I 126 Third Avorxis North, Butte 102 GO" Harbor, Piorida 346W Phone: (W)128-011i Pax: (90)128-0208 ArchitecUre - Planning - W gIflowine AAC002OW - 080006m 0 00 0 a ,L H�0 co. J v, a: 0 � UJ W Ir N LL W z Z r W Q W Lid W ir tM �CF-Q 0 0 CC �- LL U.0_LL 0 /w) W .. Jto C'7 J J to CC w W N N no. revision date I GENERAL REVISIONS 12/W 2 GENERAL REVISIONS 02/99 drawings ROOF FRAMING PLAN, SCHEDULES AND NOTES protect SGW-21 date SEPT. 15, lew drawn RSB sheet REFER TO CIVIL SITE TLAN FOR CONTINUATION, �i i . `f-3/4" WCO 1� i H.B. I E L—Dp I w s Ep DUAL HOOKUP FOR FILLING TANKER— ` ` \ ti 3" 3" 3a N ti e REFER TO CIVIL SITE PLAN FOR CONTINUATION PLUMBING RISER NOT TO SCALE 0 — — — — — — i 1 O i �'�4 BELOW (FINISHED FLOOR 0 REFER TO CIVIL SITE "JFOR CONTINUATION _._ ._...._. _._ ._ ._.e — —.— _. — __ — __ — — _._ .._ ._.._ — — _._ — _....__ ..w. _..._._. w.V. — _— — _.. — REFER TO CIVIL S ITE PLAN FOR CONTINUATION I INVERT J' BELOW { FINISHED FLOOR 1' REFER TO CIVIL SITE FOR CONTINUATION A r" SCALE: 1 /8"=1 ' —0" P GAS PIPING REFER W REGU PPLYINVERT PROVIDE .ED BY MPANY. ROUTED I OR ICE MAKER �ES4 SLEEVE ® UNDER FOOTER I € I I TO CIVIL SITE LATOR GAS GAS DRAWING CSP-1 FOR CONTINUATION H.B. � — J � AND � LINE TO D _ � BELOW FNISHED FLOOR REFER TO CIVIL SITE N WALL FOR CONTINUATION 126 Third Avenue North, Suite 102 Safety Harbor, Florida 34695 Phone: (727) 725-0111 Fax: (727) 725-0209 Architecture • Planning • Engineering AAC002095 • EB0006092 } H 2 z ° abdbw U. cc aa�0 �l,cc 7 oa: } F" LL w z nrAwm n0. , dlts IMus 1A GENERAL REVISION 2-26-99 POl� BDG97-21 date SEPT 18, 1998 �tawn PA NO I VA1,1D shwt Plllllllllllllllll1.0 PLUMBING FIXTURE SCHEDULE MARK M=RFnON SEIECTION W OR S TRAP VENT HW CW P1 TANK TYPE WATER CLOSET AMERICAN STANDARD WHITE VITREOUS CHINA "CADET it RF1.6"2164.135 4 INT 2 - 1/2 12 ROUGH -IN, ELONGATED FRONT, ANTI -SYPHON FLOAT VALVE IN TANK, BOLT CAPS. WHITE, SOLID PLASTIC SEAT, OPEN FRONT WITH BEMIS 955C CHECK HINGE AND COVER. FLOOR MOUNTED. 1.6 GPF. P2 TANK TYPE WATER CLOSET - HANDICAPPED ** AMERICAN STANDARD WHITE VITREOUS CHINA "CADET II 16-1 /8"H EL 1.6" 4 INT 2 - 1/2 12 ROUGH -IN, ELONGATED FRONT, ANTI -SYPHON 2216.143 FLOAT VALVE IN TANK, BOLT CAPS. WHITE, SOLID PLASTIC SEAT, OPEN FRONT WITH CHECK HINGE AND COVER. BEMIS 1655C FLOOR MOUNTED. 1.6 GPF. P3 URINAL -HANDICAPPED ** AMERICAN STANDARD FLUSH VALVE, SIPHON JET WALL HUNG, TOP OF RIM MAX. FINISHED FLOOR. WASHBROOK 1.0 6501.010 2 INT. 1-1/2 - 3/4 MOUNTED 17 ABOVE FLUSH VALVE W WALL BRACKET, SLOAN 186-YK-VP VANDALPROOF. FLOOR MOUNTED CARRIER. SMITH 637 P4 COUNTER TOP LAVATORY AMERICAN STANDARD VITREOUS CHINA, SELF RIMMING 20"x 17', 4" CENTERS AQUALYN 0476.028 2 1-1/4 1-1/4 1/2 1/2 PERFORATED STRAIN WITH 1-1 4" TAILPIECE. CHROME PLATED 3 8 ANGLE W STOPS & WROT. ESCUT. 1-1/4- P-TRAP, BRASS /CLEAN OUT, MCGUIRE 155-WC ADJUSTABLE SWIVEL. MCGUIRE 165 PROVIDE BRASS NIPPLE W/CAST SETSCREW ESCUT. 8088 CHROME FAUCET_ _ _ / SWINGANGLE, RENEWABLE MONEL SEAT VANDAL3/4 MMCCGGUUIREE NON -AERATED SPRAY. pELTA�521127 P5 WALL HUNG LAVATORY - HANDICAPPED ** VITREOUS CHINA, 20" X 18" AMERICAN STANDARD 2 1-1/4 1-1/4 1/2 1/2 LUCERNE 0355.012 LAVATORY SHALL BE ELKAY OR APPORVED EQUAL MOUNTED WITH CLEARANCE OF AT LEAST 29" FROM FLOOR TO BOTTOM OF APRON AND 34" TO RIM. PERFORATED STRAINER WITH 1-1/4- TAILPIECE. MCGUIRE 155-WC CHROME PLATED 3/8" ANGLE W STOPS & WROT. ESCUT. MCGUIRE 165 1-1/4 P-TRAP, CAST BRASS /CLEAN OUT, ADJUSTABLE SWIVEL MCGUIRE 8088 PROVIDE BRASS NIPPLE W/CAST SETSCREW ESCUT. MCGUIRE 1127 FLOOR MOUNTED CARRIER. SMITH 700 CHROME FAUCET W/ SWING HANDLE, RENEWABLE DELTA 520 MONEL SEAT VANDAL PROOF 3/4 GPM NON -AERATED SPRAY, WITH WHITE HANDLES. NOTE: INSULATE DRAIN AND SUPPLY PER ADA •* P6 SERVICE SINK ONE-PIECE CONSTRUCTION, 24"x24"00% FIAT MSB 2424 2 2 2 1/2 1/2 FLOOR MOUNTED TYPE. FAUCET WITH PAIL HOOK AND HOSE END VACUUM CHICAGO 305-VB- BREAKER, INTEGRAL STOPS, VANDALPROOP HANDLE R-VPH SCREW. MOP HANGER 24" X 3% 18 GA. FIAT 889-CC STAINLESS S1`EEL BUMPER GUARD. 12 OZ. SILICONE SEALANT. FIAT 833-AA P7 TWO COMPARTMENT SINK, (1406 BOWLS) JUST DL-2233-A-GR 3 HOLE PUNCH, 18 GA., 304 STAINLESS, SELF -RIMMING. 2 2 2 1/2 1/2 SINGLE LEVER PALL -OUT DECK MOUNT SPOUT, 9' SWING DELTA 21460 SPOUT. 1-1 2 DRAIN OUTLET WITH BASKET STRAINER. CHROME PLA D 3 8" ANGLE W STOP WROT. ESCUT. 1-1/2 P-TRAP, EMI B W/CLEAN OUT. MCGUIRE 165 MCGUIRE 8912 -CAST 1/2 HP GARBAGE DISPOSER WITH IN-SINK-ERATOR STAINLESS CUTTER AND GRIND CHAMBER GRANGER 5H504 P8 DISHWASHER EQUIPMENT IS FURNISHED 2 1-1/2 1-1/2 1/2 - PROVIDE WATER SUPPLY WITH SHUTOFF VALVE AND BY OTHERS. INSTALLED DRAIN FOR DISHWASHER. BY PLUMB. CONTRACTOR P9 SHOWER - HANDICAPPED ** SYMMONS 022 CONCEALED VOLUME CONTROL VALVE WITH POSITIVE 2 - - 1/2 1/2 SHUTOFF AND SINGLE BLADE HANDLE. OPEN FLOW SPRAY HEAD WITH 5' HOSE, SPRAY HEAD, 30' VERTICAL SYMMONS FSB CHROME BAR WITH ADJUSTABLE SLIDE, IN -LINE VACUUM BREAKER, WALL CONNECTION AND FLANGE. P1O ELECTRIC WATER COOLER - SPLIT LEVEL BARRIER FREE ELKAY EBFATL-8 STAINLESSSTEELCABINET. W15/ 2 1-1/2 1-1/2 - 1/2 �60��D5 P.N 8SGPH 50, MOUNT LOWER SPOUT 36 ABOVE FINISHED FLOOR. PROVIDE STOP VALVE AND TRAP FLOOR MOUNTED CARRIER. LEAD FREE CONSTRUCTION. P11 RESIDENTIAL TYPE CLOTHES WASHING MACHINE ROUGH -IN AND MAKE ALL CONNECTIONS. 2 2 2 1/2 1/2 2' P.V.C. DRAIN CQMPL.ETE WITH TWO 1/2- HOSE WATER-TTTE 4312 BIBBS AND 7-1 2 X 9" X 3-1/2" BOX. NOTE: PROVIDE BOX Ir�BLOCK WALLS. P12 THREE COMPARTMENT SINK (14x16 BOWLS JUST TLX-2249-A-GR 3 HOLE PUNCH, 18 GA., 304 STAINLESS, ELF -RIMMING. 2 2 2 1/2 1/2 SINGLE LEVER PULL-OUT DECK MOUNT SPOUT, 9' SWING (2)DELTA 21460 CHROME D 3/8 ANGLE W/ OP BASKET/ TTESCUT.T. PLA SEMI OUT. MCGUIRE 165 1-1/2 P-TRAP, -CAST BRASS W)CLEAN MCGUIRE 8912 1/2 HP GARBAGE DISPOSER WITH IN—SINK—ERATOR STAINLESS CUTTER AND GRIND CHAMBER GRANGER 5H504 ** FIXTURE AND ALL ATTACHMENTS SHALL COMPLY WITH THE FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION, 1997, AND THE AMERICANS WITH DISABILITIES ACT, 1992. 1" CW SUPPLY (CW) HEAT TRAP •N. 1' HOT WATER SUPPLY (HWS) T&P RELIEF (TYP.) ' . ------BALL VALVE (TYP.) �- r-----UNION (TYP.) T&P RELIEF LINE TO BLDG EXTERIOR PROVIDE MANUFACTURERS 18" HIGH GALVANIZED METAL STAND AND DRAIN PAN. ELECTRIC WATER HEATER EWH 1 (SET AT 1 ELECTRIC WATER HEATER RECIRC SYSTEM NOT TO SCALE PLUMBING EQUIPMENT SCHEDULE MARK DESCRFrM SELECTION W OR S TRAP VENT HW CW FD1 FNu00R DRAIN SMITH 2O05-B-6" 3 3 2 - - 3 FLOOR DRAIN WITH TRAP PRIMER CONNECTED TO ZURN OR APPROVED EQUAL DOMESTIC COLD WATER LINE AT LAVATORY. NICKEL BRONZE TOP. 6' SQUARE. CAST IRON BODY WITH FLASHING COLLAR AND ADJUSTABLE STRAINER. FD2 FUNNEL DRAIN SMITH 3510-F11 3 3 - - - 3 FLOOR DRAIN WITH TRAP PRIMER CONNECTED ZURN OR APPROVED EQUAL. TO NEAREST DOMESTIC COLD WATER LINE. NICKEL BRONZE TOP. 6' ROUND, WITH 6" DIA. FUNNEL HB HOSE BIBB LOOSE KEY CHROME PLATE SILL FAUCET WITH 3/4" CHICAGO 387 - - - - 3/4 FLANGED FEMALE INLET, TEE HANDLE AND 3/4 HOSE CHICAGO 293-6 THREAD OUTLET. PROVIDE WITH VACUUM BREAKER. WATTS 288A COORDINATE MTG. HEIGHT W GRADING PLAN. WCO WALL CLEAN -OUT SMITH 4472 - - - - - SIZE C.O. SAME AS LINE SIZE. ZURN OR APPROVED EQUAL FCO FLOOR CLEAN -OUT SMITH 4032 - - - - - SIZE C.O. SAME AS LINE SIZE. SCORIATED NICKEL ZURN OR APPROVED EQUAL BRONZE TOP. TP TRAP PRIMER PRECISION PRODUCTS - - - - - - CHROME PLATED TO BE INSTALLED UNDER LAVATORY "PRIME -RITE" OR SINK, EXPOSED FOR MAINTENANCE. ZURN OR APPROVED EQUAL EWH1 ELECTRIC WATER HEATER - 40 GALLON RHEEM 82VR40-2 - - - 3/4 3/4 2-4.5 KW, 208 VOLT, 1 PHASE NON -SIMULTANEOUS OPERATION CO CLEAN -OUT JAY R. SMITH 4510 - - - - - SIZE C.O. SAME AS LINE SIZE. ZURN Z1445 OR APPROVED EQUAL --11--------------- ",-- if L ESCUTCHEON (TYP) COLD WATER SUPPLY WALL LAVATORY LAVATORY SUPPLY LAVATORY STOP ROUGH -IN AT NORMAL HEIGHT TRAP PRIMER AS SCHEDULED TURN TRAP PRIMER OUTLET PIPE INTO WALL AS HIGH AS POSSIBLE AND PAINT EXPOSED COPPER PIPE WITH CHROME PAINT 1/2- COLD WATER PIPE TO FLOOR DRAIN TRAP PRIMER DETAIL NOT TO SCALE FLOOR DRAIN FLOOR -� M h PROPOSED CLASS "B' CONCRETE VjW,, aw GENERAL PLUMBING NOTES 1. ALL PLUMBING WORK SHALL MEET ALL OF THE REQUIREMENTS OF THE STANDARD PLUMBING CODE, 1994. 2. THE CONTRACTOR SHALL PROVIDE COMPLETE PLUMBING SYSTEMS AS DETAILED. WORK CONSISTS OF FURNISHING ALL MATERIALS, EQUIPMENT, AND SERVICES REQUIRED FOR COMPLETE SYSTEMS. 3. CONDITIONS SHOWN AS EXISTING ARE BASED ON AVAILABLE DATA AND SHOULD BE INTERPRETED TO BE APPROXIMATE. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS IN THE FIELD. 4. COORDINATE WITH OTHER TRADES TO AVOID CONFLICTS. 5. COORDINATE LOCATIONS OF FLOOR DRAINS AND CLEAN OUTS WITH THE ARCHITECTURAL DRAWINGS. 6. UNLESS OTHERWISE NOTED, ALL PIPING SHALL BE RUN IN CONCEALED SPACES. HOWEVER, NO PIPING SHALL BE CHASED OR CUT INTO THE TENANT DEMISING WALLS. 7. UNLESS NOTED OTHERWISE, ALL PLUMBING EQUIPMENT, MATERIALS, AND WORKMANSHIP SHALL BE GUARANTEED FOR A ONE YEAR PERIOD FROM DATE OF ACCEPTANCE. 8. PROVIDE ALL CUTTING REQUIRED FOR THE INSTALLATION OF PLUMBING WORK. FINISH PATCHING SHALL BE COORDINATED WITH THE GENERAL CONTRACTOR. 9. ALL SOIL AND WASTE PIPING 2-1/2- AND SMALLER SHALL BE SLOPED AT 1/4" PER FOOT. LARGER WASTE PIPING SHALL BE SLOPED AT 1/8" PER FOOT. 10. ALL WATER PIPING SHALL BE SUPPORTED RIGIDLY AND IN LINE FROM THE BUILDING STRUCTURE. OFFSET PIPING TO AVOID STRUCTURAL MEMBERS, CANTS, FLASHING, MECHANICAL AND ELECTRICAL EQUIPMENT, ETC. 11. PRIOR TO COMMENCING ANY PLUMBING ROUGH -IN, THE EXISTING SANITARY PIPING SHALL BE EXCAVATED BY THE CONTRACTOR. VERIFY THE EXACT SIZE, LOCATION, INVERT AND DIRECTION OF FLOW. NOTIFY THE ENGINEER IMMEDIATELY IF THE DRAIN IS SMALLER THEN INDICATED OR IF THE INVERT WILL NOT BE LOW ENOUGH FOR THE NEW PLUMBING ROUGH -IN. CONNECT NEW SANITARY LINES TO EXISTING SANITARY LINES AS INDICATED. PLUMBING LEGEND SANITARY WASTE - . — . — . - DOMESTIC COLD WATER DOMESTIC HOT WATER (120'F) ?-- —2 DOMESTIC HOT WATER RETURN GAS -'-f? LP GAS i— — f VENT PIPING �_ • W • -_? WELL WATER —' PIPING UP PIPING DOWN �- • -0o- • --f? SHUT OFF VALVE REVERSIBLE HANDHOLE RING AND COVER (U.S. FOUNDRY AND MFG. CORP. JUSF 7623) (OR EQUAL) T CONNECTION TO BUILDING ,ED TWO WAY SANITARY TEE ® FLOOR DRAIN WITH TRAP PRIMER ft p ROOF DRAIN �1 ® BUILIDING DOMESTIC COLD WATER SHUT OFF. (r) BUILIDING DOMESTIC COLD WATER SHUT OFF. POURED .ONCRETE 9NISHED ='LOOR SLAB 40 PVC PIPE EMBEDDED HE FLOOR SLAB. "URETHANE POURABLE SEALANT POLYURETHANE CAULKING NOTE: SEVERAL PIPES LESS THAN OR EQUAL TO 1" MAY BE ROUTED THRU ONE SLEEVE (3 MAX.). EACH PIPE LARGER THAN 1" SHALL HAVE ITS OWN SLEEVE. SLAB -ON -GRADE PENETRATION DETAIL NOT TO SCALE � U . 4q� wgo V� beg'6b 0 U 0 A'E� U rwr~i vqm� 126 Third Avenue North, Suite 102 Safety Harbor, Florida 34695 Phone: (727) 725-0111 Fax: (727) 725-0209 Architecture • Planning " Engineering AAC002095 9 EB0006092 z O � o a: Qa� a: � o 3 W z nm mum / Ims daft GENERAL REVISION 2-26-99 Prolsct BDG97-21 dab SEPT 18, 1998 drawn PA P111111111111112.0 V O NOT VAUD u 0 W5 6M89SSbp 0 (-rf+ SaL. , 0 n 21 a N C N 0 C 0 m 0 0. a, 0 00 AIR HANDLER SCHEDULE MARK AH1 LOCATION BTUH MECHANICAL ROOM TOTAL COOLING CAPACITY BTUH 78,100 TOTAL SENSIBLE COOLING CAPACITY BTUH 52,000 TOTAL SUPPLY AIR CFM I'M OUTSIDE AIR CFM 600 ENTERING COIL DB/WB 'F/'F 80.4/67.7 LEAVING COIL DB/WB 'F/'F 55.2/54.5 CAPACITY BTU/HR 33,000 COIL ROWS/FPF 1/80 ~o = COIL MAX AIR PRESS. DROP IN. H2O .07 _ COIL MAX. FACE VELOCITY FPM 363 LEAVING TEMPERATURE DRY BULB 'F 74.5 EXTERNAL STATIC PRESSURE IN. H2O 1.71 INDOOR FAN(S) HP 1.5 FAN F.LA. AMPS 11 ELECTRICAL V/O/HZ 230CC/1/60 HEAT (0208 VOLT) KW SEEELECTRIC SDCHEDULE TER MINIMUM CIRCUIT AAPACITY/FUSE SIZE AMPS - TYPE FILTERS -- 2" PLEATED - 30X MANUFACTURER -- TRANE WEIGHT LBS. 1,445 MODEL -- MCC-06 CONDENSING UNIT DATA MARK CU1/CU2 OUTDOOR TEMP. 'F 95 ELECTRICAL CHARACTERISTICS V/O/Hz 230/1/60 OUTDOOR FAN(S) # O HP 10 1 /4 OUTDOOR FAN(S) F.LA. TOTAL AMPS 1.9 COMPRESSOR R.L.A./L.R.A. AMPS 22/145 MIN. CIRCUIT AMPS/MAX. OVERCURRENT PROT. AMPS 37/60 MANUFACTURER -- TRANE MODEL -- TTP060C100A NOTES 1 2 3 4 5 0- NOTES: Q PROVIDE TIME DELAY CONTROL ON THE COMPRESSOR. THE ELECTRIC HEAT SHALL BE LOCKED OUT WHEN THE COMPRESSOR IN OPERATING. Q SEE THE SEQUENCE OF OPERATION ON SHEET M-2.0 FOR CONTROLS TO BE PROVIDED. 0 PROVIDE REFRIGERANT PIPING, THERMOSTATIC EXPANSION VALVE, SIGHT GLASSES, FILTER DRYER, DUAL WALL CONSTRUCTION AND ALL FITTINGS REQUIRED BY MANUFACTURE'S INSTALLATION INSTRUCTIONS. SIZE PIPING IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. ® PROVIDE STARTER RELAYS, CONTACTORS, LOW VOLTAGE WIRING AND ALL CONTROL DEVICES NECESSARY TO START AND STOP THIS AIR HANDLER FROM THE MASTER CONTROLLER. SEE SPECIFICATIONS FOR MASTER CONTROLLER REQUIRED. Q HOT GAS REHEAT COIL IS PIPED TO THE FIRST STAGE COMPRESSOR ONLY. Q PROVIDE HOT GAS REHEAT COIL REFRIGERANT BYPASS CIRCUIT. THE BYPASS LINE SHALL BE THE SAME DIAMETER AS THE COIL OUTLET PIPING AND SHALL JOIN THE INLET PIPING AND OUTLET PIPING BY THE SHORTEST PATH POSSIBLE. THE BYPASS LINE SHALL CONTAIN A REFRIGERANT SHUTOFF VALVE WITH A VALVE ID LARGER OR EQUAL TO THE BYPASS PIPE ID TO MINIMIZE REFRIGERANT PRESSURE DROP. THE MANUAL VALVE SHALL BE FULLY CLOSED AND THE UNIT RUN ON A DAY SOMEWHAT NEAR SUMMER DESIGN CONDITIONS. IF THE OFF -COIL TEMPERATURE OF THE REHEAT COIL IS TOO HIGH, IT CAN BE LOWERED BY OPENING THE VALVE SLIGHTLY AND ALLOWING THE SYSTEM TO RUN FOR FOUR MINUTES. AFTER FOUR MINUTES, A TEMPERATURE READING SHOULD BE TAKEN OF THE AIR AND THE VALVE ADJUSTED OPEN OR CLOSED AS REQUIRED TO PROVIDE 74'F AS SCHEDULED. F111,1111 //i // //■■■■/i■�■i/■ii//ii■ i///i//■i//i■■/�i/�/ii//-i/+ // ii//ii�//i1 BUNK 1 ■ TU ?[0: 2 / :�. 30 - • s45 6- oil aLT r911yA j BUNKw2 2? 5 6x6 �Q] 125 , '. 6-� �'� �� ' 0 w 8110 w 6X6 w 1 14 w S� `? � 90 6x6 r 4 145 � �• j ? i8/ T16 6"� 251 �� - 2Ai9D SD6"o 6x6 6"0 .0 4q 4 ? SD1 STQRAG 1 - 20/14 ??3 i I F2 ] L 4x VEST. 4.� TE 4 I ? 17 �Q] QD] vD AR - C L- - _._ __.. - - .._ .._ __ - - __ _..,. 0 APPARATUS i BAY , ? 8 36X60 LV2 1 O 0 LFA 3000 � D-k IN CEILING I----------- ==1 -- - - - - -- PROVIDE SPRING VIBRA7I1 THREADED ROD HANGER (TYPICAL FOR ALL EXHAI Q i --� -_ - ---__---------- - 30X36 LV1----------------------30X36 LV1 HVAC PLAN NORTH SCALE: 1 /8"=1 ' - 0" AIR DISTRIBUTION DEVICE SCHEDULE MARK CD1 RR1 RR2 EG1 OA1 LVI LV2 XG1 XG2 NECK SIZE INCH - - - - 14X14 - - - - MODULE/FACE SIZE INCH -/- 24x24/24x24 1OX22/12X24 - - -/- -j- -/- 24x24/24x24 MANUFACTURER - TITUS TITUS TITUS TITUS GREENHECK RUSKIN RUSKIN TITUS TITUS MODEL - MCD PAR -AA PAR -AA CORE 5OF FABRA HOOD ELF375DD ELT CORE 5OF-NT PAR -AA CONSTRUCTION - STEEL ALUMINUM ALUMINUM ALUMINUM ALUMINUM ALUMINUM ALUMINUM ALUMINUM ALUMINUM NOTES - 1, 2. 3 1,3 1,3 1,3 1,4 1,3 1,3 1.3 1,3 NOTES: REMARKS: 1 NECK SIZE OF DEVICE IS EQUAL TO THE DUCT SIZE INDICATED ON THE A. REFER TO PLANS FOR EXACT LOCATIONS OF ALL DIFFUSERS, GRILLES AND DRAWING. REGISTERS. 2 PROVIDE WITH SQUARE TO ROUND ADAPTER. REFER TO PLANS FOR SIZE. B. COORDINATE FRAME STYLES WITH CEILING SYSTEM ACTUALLY FURNISHED. 3 SEE PLANS FOR SIZE. C. NC VALUES FOR DIFFUSERS, GRILLES AND REGISTERS SHALL NOT EXCEED 35 WITH A ROOM ABSORPTION RATE OF 1Odb ie.. 10-12 WATTS. 4 PROVIDE MANUFACTURER'S STANDARD CURB. D. REFER TO THE MECHANICAL LEGEND FOR A DESCRIPTION OF THE AIR 5 PROVIDE WITH AUXILIARY FRAME. DEVICE MARK. 6 PROVIDE 22X46 NECK ON 48X24 RETURN AIR GRILL ELECTRIC DUCT HEATER SCHEDULE MARK EDH1 HEAT CAPACITY KW 13 STEPS - 3 ELECTRICAL VOLT/0/60 208/1/60 MANUFACTURER - MARKEL PDQ NOTES - 1,2&3 NOTES: 1 PROVIDE WITH ALL REQUIRED CONTROL CONTACTORS AND FAN INTERLOCK RELAYS. 2 OPEN COIL DUCT HEATER. 3 PROVIDE WITH NON -FUSED INTERLOCKING DISCONNECT, DISCONNECTING BREAK MAGNETIC CONTACTORS, AUTOMATIC RESET THERMAL CUTOUT FOR PRIMARY OVER -TEMPERATURE PROTECTION, MANUAL RESET THERMAL CUTOUT FOR SECONDARY OVER TEMPERATURE PROTECTION, TRANSFORMER WITH FUSED PRIMARY, SPST AIRFLOW SWITCH, AND VAPOR BARRIER. OUTSIDE AIR ALLOCATION ASHRAE 62-1989 SOURCE PEOPLE CFM AH1 ** QTY/PERSON DESIGN DORMITORY AREA 6 15 90 ** OCCUPANCY DERIVED FROM SLEEPPING CAPACITY. 90 TOTAL BUILDING OUTSIDE AIR REQUIRED PER EXHAUSTED AIR 90 MECHANICAL LEGEND ® SUPPLY AIR CEILING DIFFUSER IM -J- RETURN GRILLE ® -0- CEILING MOUNTED EXHAUST FAN NEW RIGID DUCTWORK FLEXIBLE DUCTWORK SPIN -IN WITH RIGID ROUND DUCTWORK VD AND FLEX DUCT WITH VOLUME DAMPER SPIN -IN WITH VOLUME DAMPER VD w VOLUME DAMPER 'AH1 THERMOSTAT WITH UNIT DESIGNATION �] AIR DEVICE MARK. TOP LINE INDICATES TYPE, REFER 375 TO SCHEDULE. SECOND LINE INDICATES AIR QUANTITY. (12x6) THIRD LINE INDICATES DEVICE NECK SIZE UC 1/2" DOOR UNDER CUT -4- SD DUCT MOUNTED SMOKE DETECTOR (BY DIV. 16) aACCESS PANEL 9-4*da- MOTORIZED DAMPER KITCHEN HOOD SCHEDULE MARK KH1 HOOD SIZE INCHES 48x42 MANUFACTURER - LARKIN MODEL - GHW-4.00-S NOTES - 1, 2, 3. 4, & 5 MARK KEF1 CFM - 760 DRIVE - BELT S.P. IN. H2O 0.625 = ELECTRICAL VOLT/0/60 120/1/60 w MOTOR HP HP 0.25 MANUFACTURER COOK MODEL 150-VH-38 NOTES - 1, 4, & 5 1 COORDINATE WITH ELECTRICAL DRAWINGS. 2 PROVIDE COMPLETE WITH THE FOLLOWING UL LISTED COMPONENTS: CONTROLS, DRY CONTACT FOR FIRE ALARM. GREASE EXTRACTOR, VAPOR TIGHT LIGHTS, FILTERS, AND FACTORY INSTALLED FIRE SUPPRESSION SYTEM. PROVIDE MANUFACTURERS STANDARD ROOF CURB. REFER TO DETAIL AND SPECIFICATIONS. 3 MINIMUM AIR VELOCITY IN EXHAUST DUCT SHALL BE 1,500 FPM. 4 CONTROL PANEL SHALL BE FURNISHED WITH ALL REQUIRED RELAYS, AND CONTROL WIRING. 5 COMPLETE HOOD CONSTRUCTION SHALL BE IN ACCORDANCE WITH U.L CLASSIFICATION #91 G6 AND U.L. LISTING 41 E3. 6 GREENHECK, SUN AIR OR APPROVED EQUAL. ■: GENERAL MECHANICAL NOTES 1. ALL MECHANICAL WORK SHALL MEET ALL OF THE REQUIREMENTS OF THE STANDARD MECHANICAL CODE 1997, STANDARD BUILDING CODE AND NFPA. 2. ALL DUCTWORK SHALL MEET THE STANDARDS SET FORTH BY THE LATEST EDITION OF SMACNA "HVAC DUCT CONSTRUCTION STANDARDS". SUPPLY, RETURN, AND EXHAUST DUCTWORK SHALL BE FABRICATED FROM SHEET METAL. ALL ROUND DUCT SHALL BE SHEET METAL UNLESS OTHERWISE NOTED. PROVIDE TURNING VANES IN ALL 90' SUPPLY AIR DUCT ELBOWS. 5. CONTRACTOR SHALL VERIFY, BY VISITING THE SITE, THE LOCATION OF UTILITIES IN ALL AREAS BEFORE COMMENCING WORK. 6. COORDINATE ALL WORK WITH OTHER AFFECTED TRADES. THE MECHANICAL CONTRACTOR SHALL FORWARD TO THE ELECTRICAL CONTRACTOR AN APPROVED COPY OF ALL EQUIPMENT SHOP DRAWINGS FOR ELECTRICAL POWER/CONTROL INTERFACE. 7. COVER ALL ELECTRICAL AND MECHANICAL EQUIPMENT TO PROTECT THEM FROM DUST AND DAMAGE DURING CONSTRUCTION. RESTORE ALL FACTORY PAINTED SURFACES TO NEW CONDITION, REPAIR ALL SCRATCHES, DENTS AND ABRASIONS. THOROUGHLY CLEAN ALL SURFACES OF DUST DEBRIS, AND FOREIGN MATTER. THE EQUIPMENT, WHEN TURNED OVER TO THE OWNER, SHALL BE CLEAN AND FREE OF DEFECTS. 8. AT THE COMPLETION OF THE INSTALLATION, THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER FOR APPROVAL, A COMPLETE CERTIFIED TEST AND BALANCE REPORT FROM AN AGENCY HAVING A MINIMUM OF FIVE YEARS EXPERIENCE REPORT SHALL ITEMIZE THE PERFORMANCE OF EACH AIR DEVICE AND UNIT WITH REGARD TO CFM, STATIC PRESSURE, AND TEMPERATURE. 9. CONTRACTOR SHALL COORDINATE INSTALLATION OF NEW MECHANICAL EQUIPMENT WITH CEILING HEIGHTS IN ALL AREAS. 10. THE CONDENSATE DRAIN LINE SHALL BE SCHEDULE 40 COPPER AND SHALL HAVE A TRAP AT THE AHU. TAP SHALL BE AS DETAILED. PROVIDE CLEAN OUTS IN ALL CHANGES OF DIRECTION MINIMUM PITCH 1 /8" PER FOOT. INSULATE THE TRAP AND DRAIN LINE WITH 1 /2" CLOSED CELL FOAM INSULATION. REFER TO DETAIL ON DRAWING. 11. AHU SHALL BE SUPPORTED BY SPRING ISOLATORS. COORDINATE WITH GENERAL CONTRACTOR. 12. REFRIGERANT LINES SHALL BE SIZED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS FOR STATIC LIFTS AND TOTAL LENGTHS REQUIRED. INSTALL IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. 13. ARMAFLEX INSULATION SHALL BE 25/20 FLAME SPREAD/SMOKE DEVELOPED. REFERGERANT PIPING SHALL BE INSULATED WITH FLEXIBLE UNICELLULAR FOAM INSULATION COMPLYING WITH ASTM C534, TYPE 1 (1" THICK ). PROVIDE ALUMINUM CLADDING FOR ALL INSULATION EXPOSED TO THE SUN AND WEATHER. 14. OUTDOOR UNITS SHALL BE PLACED ON A CONCRETE PAD WHICH IS 4" THICK AND 6" LARGER THAN UNIT ON EACH SIDE. 15. SUPPLY AIR DUCT SHALL RUN FULL SIZE OF UNIT DISCHARGE. TRANSITION TO SIZE INDICATED ON DRAWINGS. RETURN AIR DUCT IS TO TRANSITION FROM SIZE INDICATED ON DRAWINGS TO THE FULL SIZE OF UNIT INLET. 16. ALL DUCT DIMENSIONS ARE CLEAR INSIDE DIMENSIONS (FREE AREA). 17. IN GENERAL, PLANS ARE SCHEMATIC ONLY AND SHOULD NOT BE SCALED. 18. VERIFY ALL CLEARANCES AND DIMENSIONS BEFORE FABRICATION OF DUCTWORK AND PROVIDE ADDITIONAL OFFSETS TO MEET FIELD CONDITIONS. CONTRACTOR SHALL ADJUST LOCATIONS OF ALL EQUIPMENT AND DUCTWORK, AS NECESSARY TO AVOID INTERFERENCES WITH STRUCTURAL AND OTHER BUILDING COMPONENTS. 19. UNLESS NOTED OTHERWISE, INSTALL DUCTWORK AS HIGH AS POSSIBLE, TIGHT TO UNDERSIDE OF STRUCTURE. COORDINATE DUCT ELEVATION WITH WATER PIPING, DRAINS AND MAJOR ELECTRICAL FIXTURES AND CONDUITS. 20. DUCTWORK, DIFFUSERS, REGISTERS, GRILLES, AND OTHER ITEMS OF THE AIR HANDLING SYSTEM SHALL NOT BE SUPPORTED BY THE CEILING OR CEILING SUSPENSION SYSTEM. 21. THE CONTRACTOR SHALL PROVIDE SUPPLEMENTARY STEEL AS REQUIRED TO INSTALL MECHANICAL EQUIPMENT AND MATERIALS. FAN SCHEDULE MARK EF1 EF2 EF3 EF4 EF5 CFM - 400 400 115 3,000 3,000 DRIVE - DIRECT DIRECT DIRECT BELT BELT RPM - 1,070 1,070 1,400 1,725 1,725 S.P. IN. H2O 0.25 0.25 0.25 0.25 0.25 ELECTRICAL VOLT/0/60 120/1/60 120/1/60 120/1/60 120/1/60 120/1/60 MOTOR LOAD 224 WATTS 224 WATTS 100 WATTS 1/3 HP 1/3 HP SONES - 5.5 5.5 2.7 15.4 15.4 MANUFACTURER - GREENHECK GREENHECK GREENHECK GREENHECK GREENHECK MODEL - SP-252 SP-252 CS?-218 SBS-1H24-3 SBS-11124-3 NOTES - 1,3.4,5&8 1 1,3,4,5&8 1 1,2.3, 6 & 8 1 1.7&8 117.8&9 NOTES 1 COORDINATE WITH ELECTRICAL DRAWINGS. 6 PROVIDE WEATHER PROOF ROOF CAP - CURB, WITH BIRD SCREEN. 2 INTERLOCK WITH AH1. PROVIDE ALL REQUIRED RELAYS AND CONTROLS. CONDUIT AND WIRE INSTALLED 7 CONTROLLED WITH MOTOR RATED WALL SWITCH AND BY ELECTRICAL CONTRACTOR. SINGLE POINT GAS DETECTOR WITH 15 MINUTE OFF DELAY TIMER. COORDINATE WITH ELECTRICAL CONTRACTOR. 3 PROVIDE INTEGRAL BACK DRAFT DAMPER. 4 PROVIDE MANUFACTURERS WALL CAP. 8 PROVIDE WITH FAN SPEED CONTROLLER. 5 CONTROLLED BY 15 MINUTE OFF DELAY TIMER/LIGHT 9 PROVIDE WITH NON -MOTORIZED HORIZONTAL BACKDRAFT DAMPER. SWITCH PROVIDED BY DIVISION 16. COORDINATE WITH ELECTRICAL CONTRACTOR. a Uat 1--� P".1 x tog A o� � U � b�l w 4 • 0 U 126 Third Avenue North, Suite 102 Safety Harbor, Florida 34695 Phone: (727) 725-0111 Fax: (727) 725-0209 Architecture • Planning • Engineering AAC002095 • EB0006092 z O o a Ham° Qa� H � � o LL 3 LLI z 110. w4ft1 / laflla dde 0 GENERAL REVISION 2-26-99 Pr'0jwt BDG97-21 dais SEPT 18, 1998 drawn PA millllolllito oaf vAUU �VEiS C Maossev� WiTo u n a a (01 N N 0 0 m 0 a a, N M O OD GALV. DRAW BAND AND BOLTS 18 GAUGE GALV. SKIRT -� WELD SPLIN BRACES TO PIPE SLEEVE (4 REQ'D) GALVANIZED SUPPORT CLAMP & BOLTS FLASHING & COUNTERFLASHING Of GENERAL CONTRACTOR 8" "DRYER VENT 16 GAUGE GALV, METAL ROOF DECK _ 10' "PIPE SLEEVE WITH WELDED FLANGE SUPPORT. SET ON STRUCTURAL AIR SPACE DECK TYPICAL DRYER VENT NOT TO SCALE 1 u■■■ UM /i■■■■ Wt M, :UM :Mul . ■u■ Met • /IM n■. FLOOR PENETRATION DETAIL NOT TO SCALE 12 MT CONDUITH SECURE CONTROL CONDUCTOR TO THE WALL BOXY EXPOSED THERMOSTAT WALL BOX —� NEW PARTITION FOR NEW PARTITIONS ROOM THERMOSTAT NOT TO SCALE 54" S/A FLEX UNIT CONNECTION IDENTIFICATION ACCESS SECTION (TYPICAL) SPECIFICATIONS \ lT FAN SECTION \, l U EX TURNING SECTION t NNECTION 'YPICAL) HOT GAS REHEAT SECTION LJ J RAIL--"' -CONDENSATE TRAP CONDENSATE LINE FACE DAMPER SECTION TO EXISTING DRAIN BYPASS DAMPER SECTION ELEVATION AT AH 1 NOT TO SCALE SPUN ALUMINUM DOME SECURED TO THE FAN SHROUD WITH STAINLESS STEEL FASTENERS AND SUPPORTED ON RUBBER GROMMET. MOTOR LOCATED OUTSIDE THE AIR STREAM WITH BREATHER TUBE AND RUBBER IN SHEAR VIBRATION ISOLATORS. STAINLESS STEEL GREASE DRAIN AND CATCH PAIL STATIC PRESSURE PROBE AND PLASTIC CAP FOR TEST AND BALANCE ON THE FAN. SECURE THE FAN TO THE CURB WITH SHEET METAL SCREWS 1" O.C. ALL AROUND. NO LESS THAN TWO SCREWS PER SIDE. EXTENDED BASE WELDED DUCTWORK DUCT REINFORCING AS REQUIRED-\ FILTER SECTION COIL SECTION 1/2' R/A i' 2-1/4' 0 ROOF MOUNTED UPBLAST CENTRIFUGAL VENTILATOR DETAIL NOT TO SCALE 2-1/4' 1' 1/ '-SUPPORTS TO BE PLACED WITHIN TYPICAL ELBOW 5" OF REINFORCING WHEN REQUIRED TYPICAL TRAPEEZE SUPPORT r- ROD HANGER iu- TYPICAL CROSS—SECTION *AN ALTERNATE TO THE PABCO SYSTEM IS THE FIRE MASTER INSULATING/RATING SYSTEM. ZERO CLEARANCE RATED C HAS E D ETAI LS NOT TO SCALE CONDUIT FROM MASTER ELECTRICAL PANEL TO HOOD BY DIVISION 16. FIELD VERIFY ROOF PITCH PRIOR TO ORDERING ROOF CURBS. -� 1 HOUR FIRE RATED CHASE. REFER TO ARCHITECTURAL DRAWINGS. MIN. 18" ABOVE ROOF PROVIDE CLEARANCE OF 6" AROUND DUCT AT ROOF PENETRATION. LINE OPENING WITH 1 HOUR FIRE RATED MATERIAL. REFER TO DETAIL ON THIS DRAWING CONCENTRIC SUPPLY / EXHAUST DUCT, DAMPERS, AND ROOF CURB SHALL BE OF THE SAME MANUFACTURER. 2'-0" EXHAUST COLLAR ...... .................. � UL LISTED LIGHT FIXTURE INSTALL KITCHEN EXHAUST HOOD IN CONFORMANCE CONFORMANCE WITH NFPA 96 AND THE STANDARD MECHANICAL CODE. PROVIDE PRE-ENGINEERED, FACTORY INSTALLED WET CHEMICAL SYSTEM IN CONFORMANCE WITH NFPA 17A & 96. PROVIDE A 24 VOLT CONTACT CLOSURE FOR FIRE ALARM NOTIFICATION. REFER TO SPECIFICATIONS. i_ AHU 0 /- PROVIDE TEE AND SCREW IN PLUG FOR MAINTENANCE SLOPE DN x WHERE: H = TOTAL STATIC PRESSURE + ONE INCH. X = H x 0.5 UNDER NEG. STATIC PRESS, CONDENSATE DRAIN TRAP NOT TO SCALE SUPER CALSTIK SECTION REMOVED FROM FIRETEMP DUCT ENCLOSURE, GLUED TO 6" OVERSIZED COVER WITH PABCO SUPER CALSTIK - 1/8KTHICK FIBER GAS TWO REMOVABLE S.S. BANDS AROUND COVER TO HOLD IN PLACE. "3' LAP TYPICAL CLEAN —OUT UPBLAST EXHAUST FAN. REFER TO KITCHEN HOOD SCHEDULE. _-,CURBS BY SAME MANUFACTURER AS HOOD. PAINT TO MATCH ROOF. MASTER ELECTRICAL CONTROL PANEL WITH MOTOR ~� SAFETY DISCONNECTS AND RELAYS. -- -1/2" HANGER RODS WITH TURNBUCKLES JUNCTION BOX FOR LIGHTS AND CONTROLS (115V). FINAL CONNECTION BY THE ELECTRICAL CONTRACTOR. UL LISTED LIGHTS SHALL BE PRE -WIRED TO THE JUNCTION BOX. r--UL LISTED CONTROL PANEL (115V) STAINLESS STEEL PANEL WITH ONE TOGGLE SWITCH AND INDICATION LIGHT FOR EXHAUST FAN AND ANOTHER SWITCH FOR THE CANOPY LIGHTS. ALL CONTROLS FOR HOOD FANS, LIGHTS, AND FIRE PROTECTION SHALL BE WIRED TO CONTROL PANEL BY DIVISION 15. UL CLASSIFIED BAFFLE TYPE GREASE EXTRACTOR WITH LIFT HANDLES. REMOVABLE GREASE TROUGH AND REMOVABLE GREASE CUP. KITCHEN VENTILATING UNIT NOT TO SCALE or OPOUTIOW, AIR HANDLER AH 1 AND CONDENSING UNIT CU 1: PROVIDE STANDARD MANUFACTURERS THERMOSTAT, SETUP/SETBACK TEMPERATURE SETPOINTS, AUTOMATIC CHANGEOVER . PROVIDE A THERMOSTAT WITH TWO STAGES OF COOLING AND THREE STAGES OF HEATING. PROVIDE A 120 VOLT MOTORIZED DAMPER IN THE OUTSIDE AIR DUCT TO EACH AIR HANDLER. THE THERMOSTAT SHALL CONTROL THE DAMPER AND EXHAUST FAN EEI SUCH THAT THE THE OUTSIDE AIR DAMPER SHALL BE OPEN AND EXHAUST FANS SHALL OPERATE ONLY DURING OCCUPIED MODE. THE UNIT SHALL CYCLE TO MAINTAIN THE UNOCCUPIED TEMPERATURE SETPOINT. WHEN THE UNIT IS IN OFF MODE, ALL FANS SHALL BE OFF, THE CONDENSING UNIT SHALL BE OFF, AND THE OUTSIDE AIR DAMPER SHALL BE CLOSED. THE ELECTRIC HEAT SHALL BE LOCKED OUT WHEN THE COMPRESSOR IS OPERATING. DUCT SMOKE DETECTORS SHALL BE FURNISHED BY THE ELECTRICAL CONTRACTOR. COORDINATE INSTALLATION OF SMOKE DETECTORS IN THE SUPPLY AND RETURN AIR DUCTS. THE SMOKE DETECTORS SHALL DE -ENERGIZE THE AIR CONDITIONING UNIT UPON ACTIVATION. FACE AND BYPASS DAMPERS ON HOT GAS RE -HEAT: PROVIDE A HUMIDISTAT WITH ADJUSTABLE SETPOINT. UPON A RISE IN RELATIVE HUMIDITY ABOVE THE SETPOINT, THE FACE AND BYPASS DAMPERS SHALL MOVE TO REHEAT POSITION. UPON A DROP IN RELATIVE HUMIDITY BELOW THE SETPOINT, THE DAMPERS SHALL MOVE TO BYPASS POSITION. CONTRACTOR'S ALTERNATE: OPTION FOR HOT GAS REHEAT HUMIDITY CONTROL IT SHALL BE THE CONTRACTOR'S OPTION TO PROVIDE A HOT GAS REHEAT COIL WITH A VALVE ON THE HOT GAS PIPING WHICH OPENS AND CLOSES TO CONTROL HUMIDITY. THIS METHOD SHALL BE PROVIDED AND INSTALLED IN ACCORDANCE WITH THE EQUIPMENT MANUFACTURER'S RECOMMENDATIONS AND SHALL NOT VOID FACTORY WARRANTY ON THE EQUIPMENT. PIAN (1 RQ'D FOR EA. CKT.) SLAB OR GRADE j&f 0t §8& OW NI& REFRIGERANT LINES. PIPE PENETRATION DETAIL 11 i ON THIS SHEET. I WITH LONG RADIUS ELBOWS. PVC ELECTRICAL CONDUIT PROVIDE MIN 16" COVERAGE OVER CONDUIT. SEAL ENDS WITH RTV FOAM. SIZED APPROPRIATELY _------------------- ELEVATION UNDERGROUND REFRIGERANT PIPE SLEEVE SCALE: 1-1 /2"=1' —0" CUT INSULATION TO PROPER LENGTH TO AVOID COMPRESSION �.'�`.� OF INSULATION 2" MINIMUM THICKNESS (R=6) STAPLE 2" FLANGE THEN TAPE OVER THE JOINT AND DUCT STAPLE TO PROVIDE VAPOR -TIGHT SEAL ` SEAL ALL SEAMS IN DUCTWORK WITH HARDCAST SECURE INSULATION WITH OR EQUAL. WELDED STICK PINS ON DUCTWORK 24" AND LARGER. ALL JOINTS SHALL BE FABRIC TAPED AND MASTIC COATED WITH #8 MASTIC BY RCD CORPORATION. TYPICAL DUCT WRAPPING DETAIL NOT TO SCALE �I 126 Third Avenue North, Suite 102 Safety Harbor, Florida 34695 Phone: (727) 725-0111 Fax: (727) 725-0209 Architecture • Planning • Engineering AAC002095 • E80006092 n0. nvbkx INIM data GENERAL REVISION 2-26-99 BDG97-21 SEPT 18, 1998 drawn PA IUD UPt,ESS GW( 05SiF-D WITt} SEAL M-2.0 TYPICAL CONCRETE POLE DETAIL NOT TO SCALE POLE DETAIL NOTES O1 PROVIDE A 25' STRAIGHT STEEL POLE DARK BRONZE COLOR TO MATCH THE EXISTING POLE. THE POLE, COMPLETE WITH MOUNTING DEVICE AND LUMINAIRES IN PLACE, SHALL BE CAPABLE OF WITHSTANDING A SUSTAINED WIND VELOCITY OF NOT LESS THAN 100 MILES PER HOUR ISOTACH (MPHI) WITH A GUST FACTOR OF 1.3 BASED UPON THE CALCULATED EPA. O2 PROVIDE REQUIRED BRACKET ARM AND ACCESSORIES COMPATIBLE WITH POLE DESIGN, WITH STRENGTH ADEQUATE FOR 100 MPHI. OPROVIDE GROUND WIRE ATTACHED TO GROUND LUG OR THROUGH BOLT ON BRACKET ARM, AND TO GROUND LUG ON LUMINAIRE. OSTANDARD HANDHOLE WITH METAL COVER ATTACHED WITH STAINLESS STEEL MACHINE SCREWS. MAKE CIRCUIT SPLICES IN THIS HANDHOLE. OBACKFILL IN ACCORDANCE WITH SECTION 125.8 STANDARD SPECIFICATIONS FOR FLORIDA DEPARTMENT OF TRANSPORTATION ROAD CONSTRUCTION. 6 PROVIDE 2—J10, 1—# 10 GROUND. 7 10 AMP FNQ SLOW BLOW FUSE. 8 SPLICE GROUND WIRES INSIDE HANDHOLE AND SECURELY BOND GROUND WIRES TO A CONTINUOUS STEEL BAR IN THE POLE.. �9 PROVIDE 3/4" DIA. X 10'-0" COPPER GROUND ROD AT EACH POLE. PROVIDE #10 AWG, CU BARE GROUND WIRE FROM EACH LUMINAIRE AND BONDED TO GROUND ROD (TYPICAL). EXIST. TREE TO REMAIN (TYP.) PRIVATE ROAD EXIST. ASPT:FALT FIA-IEMENi' O3 SWITCH N MDP-37 39 41 0 1 Ail I L _J r--- ---- -- ----------- A H C T fn W 2 � N TO LIGHTS EXTERIOR LIGHTING CONTROL DIAGRAM SCALE: NONE 1O TIME CLOCK FOR LIGHTING, 120 VOLT, SINGLE POLE, TIME CLOCK. PROVIDE A 120 VOLT, 1 POLE, 7 DAY TIME SWITCH, POSITIVE ON — OFF CONTROL, WITH DAY OMITTING AND 24 HOUR RESERVE TIMING MOTOR TORK IW100L OR EQUAL. CIRCUIT TIME CLOCK TO THE LIGHTING CONTACTOR CONTROL MODULE. O2 ELECTRICALLY OPERATED, MECHANICALLY HELD LIGHTING CONTACTOR FOR LIGHTING CONTROL, 20A, 4 POLE WITH A 120V. COIL, NEMA 1 ENCLOSURE, WITH CONTROL MODULE FOR CONTROL FROM TIME CLOCK, GE #CR360ML2 TYPE OR EQUAL. O PROVIDE SEPARATE SWITCH AT AT MAIN DESK FOR POSITIVE ON —OFF. 30" R 1— l STOP SIGN PERM. MOUNTED O4 PROVIDE 13"X24" CONCRETE PULLBOX WITH CAST IRON TRAFFIC COVER SIMILAR TO BROOKS PRODUCTS INC. SERIES 38. PROVIDE WELDED BEAD IDENTIFICATION ON COVER "ELECTRICAL", PROVIDE 2'-0" MINIMUM SLACK IN CONDUCTOR FOR FUTURE LIGHT POLE CONNECTION.. O EXTERIOR FIXTURES SHALL BE CONTROLLED VIA A 120V PHOTOELECTRIC CELL MOUNTED INCONSPICUOUSLY ON THE WALL FACING NORTH. COORDINATE EXACT LOCATION AND MOUNTING IN THE FIELD FOR MAXIMUM PERFORMANCE. WIRE PE CELL TO LIGHTING CONTACTOR CONTROL COIL RETAINING WALL EXIST. OVERHEAD UTILITY LINE e z W,- E�� ¢I = CT9 ¢� �_j C.4 < IN r 126 Third Avenue North. Suite 102 Safety Harbor, Florida 34695 Phone: (727) 725-0111 Fax: (727) 725-0209 Architecture • Planning • Engineering AAC002095 • EB0006092 z O o o a: Qa} H � � o Tr na Orton I defttaua a 0 GENERAL REVISION 2-26-99 dravAw ELECTRICAL AND SITE LIGHTING PLAN AND DETAILS Prof BDG97-21 dde SEPT 18, 1998 drawn RMS shoot E-1.0 13crF �, —V \)0,665 tWboti56V t J\T A 66ts-V LIGHTING FIXTURE SCHEDULE rtm DESCRIMM VQLTS LAMPS IrAOUNIM A 1'-3"x4' SURFACE FLUORESCENT WRAP AROUND 120 3—F32—T8 CEILING WITH CLEAR PRISMATIC ACRYLIC DIFFUSER, 1 /8" 1) ELECTRONIC SURFACE NOMINAL SPECIFICATION GRADE. T. METALUX CAT. #WS-332A-120EB81—GL OR <20% THD. EQUAL BY COLUMBIA, LITHONIA OR DAY—BRITE SEE SPECS. Al 9-7/8'x4' SURFACE FLUORESCENT WRAP AROUND 120 2—F32—T8 CEILING WITH CLEAR PRISMATIC ACRYLIC DIFFUSER, 1/8' 1) ELECTRONIC SURFACE NOMINAL SPECIFICATION GRADE. METALUX CAT. #WS-332A-120EB81—GL OR <20X THD. EQUAL BY COLUMBIA, LITHONIA OR DAY—BRITE SEE SPECS. A2 l'-2"x4' SURFACE FLUORESCENT WITH WOOD DOOR 120 2—F32—T8 CEILING TRIM WITH OPAL WHITE ACRYLIC DIFFUSER. 1�) SURFACE NOMINAL SPECIFICATION GRADE. BLACK PAINT EXT. _ELECTRONIC BALLAST. METALUX CAT. #SH-232-120EB81—GL OR <20X THD. EQUAL BY COLUMBIA, LITHONIA OR DAY—BRITE SEE SPECS. B 4-1/4'x96"SURFACE MOUNTED FLOURESCENT 120 4—F32—T8 CEILING STRIPP FIXTURE. COMMERCIAL GRADE. DIE FORMED 1) ELECTRONIC SURFACE STEEL, WHITE, WITH LAMP SLEEVE TUBE GUARD. METALUX CAT. #SS448120EB82GLRIFI <20X THD. EQUAL BY COLUMBIA, LITHONIA OR DAY—BRITE. SEE SPECS. B1 4"x48" CHAIN SURFACE MOUNTED FLUORESCENT 120 2—F32—T8 CHAIN MTD. STRIP FIXTURE. SPECIFICATION GRADE. 1) ELECTRONIC FROM JOIST OR METALUX CAT. #STN-232-120EB81—ASY-4 OR BALLAST. CLG MTD EQUAL BY COLUMBIA, LITHONIA OR DAY—BRITE. <20X THD. COORD. SEE SPECS. W/DUCTWORK. C 15-3 8"x4' SURFACE FLUORESCENT WRAP AROUND 120 4—F32—T8 CEILING CLEAR PRISMATIC ACRYLIC DIFFUSER, 1 /8" NOMINAL 2) ELECTRONIC SURFACE TIN SPECIFICE. BALLAST. METALUXWWSACAT. #S-432A-120EB81—GL OR <20% THD. EQUAL BY COLUMBIA. LITHONIA OR DAY—BRITE SEE SPECS. C1 9-7//8"x4' SURFACE FLUORESCENT WRAP AROUND 120 2—F32—T8 CEILING CLEAR PRISMATIC ACRYLIC DIFFUSER, 1/8" NOMINAL (1) ELECTRONIC SURFACE SPECIFICATION GRADE. BALLAST. METALUX CAT. #WS-232A-120EB81—GL OR <20X THD. EQUAL BY COLUMBIA, LITHONIA OR DAY—BRITE SEE SPECS. D WALL PACK DIECAST ALUMINUM HOUSING/WITH 120 1-70W—HPS WALL MOUNTED BORSILICATE GLASS LENS, WHITE FINISH, SUITABLE FLOOD. AT 8'-6" A.F.F. WET LOCATION, WITH VISOR. TO TOP LUMARK CAT. #HPGP-70H—MT—LL-120—F1WHT. OR EQUAL BY G.E., LITHONIA OR GARDCO. E 3—_1/2"x4' SURFACE FLUORESCENT WALL BRACKET 120 2—F32—T8 WALL MOUNTED 10OX VIRGIN ACRYLIC DIFFUSER, DOWN LIGHT (1) ELECTRONIC ABOVE MIRROR ONLY BALLAST. COORDINATED METALUX CAT. #BI232-120EB81—GL OR <20X THD. WITH EQUAL BY COLUMBIA, LITHONIA OR DAY—BRITE SEE SPECS. ARCHITECT F 7" ROUND RECESSED COMPACT FLUORESCENT 120 2-28W—TT CEILING FIXTURE SUITABLE FOR WET LOCATION, DROP OPAL HIGH POWER RECESSED LENS, WHITE TRIM. FACTOR BALLAST. HALO CAT. #H801HP-801P. OR EQUAL BY PRESCOLITE, CAPRI OR LITHONIA. F1 7-7/8" ROUND, RECESSED FLUORESCENT, WET 120 2-26 WATT CEILING LOCATION LISTED, 5-5/16" DEEP, WITH FRESNEL FLUORESCENT RECESSED LENSE. HIGH POWER HALO CAT. #H803HP-120 OR EQUAL BY FACTOR BALLAST. PRESCOLITE, CAPRI OR LITHONIA. G HIGH PRESSURE SODIUM LUMINAIRE ON 25' SQUARE 120 1-250 HIGH POLE TOP STEEL POLE, WHITE FINISH. PROVIDE FIXTURE PRESSURE SODIUM WITH BRACKET WITH BRACKET ARM, TYPE III DISTRIBUTION HIGH POWER ARM McGRAW—EDISON CREDENSA SERIES CAT FACTOR BALLAST. #ZAF3-2531WHFL, OR APPROVED EQUAL. G1 HIGH PRESSURE SODIUM LUMINAIRE ON 25' SQUARE 120 1-250 HIGH POLE TOP STEEL POLE, WHITE FINISH. PROVIDE FIXTURE PRESSURE SODIUM WITH BRACKET WITH BRACKET ARM, TYPE IV DISTRIBUTION HIGH POWER ARM McGRAW—EDISON CREDENSA SERIES CAT FACTOR BALLAST. #ZAF23-2531WHFL OR APPROVED EQUAL H TRUNION MOUNTED HIGH PRESSURE SODIUM FLOOD 120 1-250 HIGH TRUNION TYPE FIXTURE, WHITE FINISH. PROVIDE WALL PRESSURE SODIUM WITH BRACKET BRACKET FOR BUILDING MOUNTING. HIGH POWER WALL MOUNT LUMARK CAT # HPWR65T250-120F1—SAB FACTOR BALLAST. 13 FEET AFF OR APPROVED EQUAL K 8-7/8"x3-1 /2" DIECAST ALUMINUM TRIM, FLAT 120 1-7W PL RECESSED OPAL LENS, WHITE FINISH, COMPACT FLUORESCENT HIGH POWER WALL LAMP. HALO CAT #H2925PLZ67 OR APPROVED FACTOR BALLAST. EQUAL. X LED EXIT SIGN, INJECTION MOLDED HIGH 120 LED LITE STIX UNIVERSAL IMPACT POLYCARBONATE HOUSING, UNIVERSAL MOUNTING, UNIVERSAL ARROWS WITH DIRECTION AS INDICATED ON DRAWINGS, RED LETTERS, WHITE BACKGROUND, SINGLE OR DOUBLE FACE AS INDICATED ON DRAWINGS. A/C ONLY. SURE—LITES CAT. CCX-60—RWH. OR EQUAL BY PRESCOLTTE, LITHONIA OR CHLORIDE. ALL FIXTURES SHALL OF THE MANUFACTURER LISTED IN THE SCHEDULE OR BY EQUAL MANUFACTURER'S LISTED IN THE SCHEDULE OR APPROVED EQUAL FIXTURE MANUFACTURE. FITS. FITS. RUN. FITS. BUNK CORR. T.BAY RELEASE 9 2 � 2 k 2 r1a b LJ 9 B e 0 RUN LIGHT SWITCH LAYOUT LOCATED IN BUNK ROOM 10 i i I l 8 BUILDING MOUNTED I I LIGHTS TO LIGHTS SPARES i • i Ia • i � i.M NONE DRAWING NOTES PROVIDE 4—GANG JUNCTION BOX WITH STAINLESS STEEL SWITCH PLATE FLUSH MOUNTED ON WALL PROVIDE 1 P, 20 AMP, ILLUMINATED IN THE OFF POSITION, TOGGLE SWITCH. ONE EACH FOR; BUNK ROOM FOOT LIGHTS, CORRIDOR FOOT LIGHTS, BAY LIGHTS. O3 PROVIDE JUNCTION BOX MOUNTED TO STRUCTURE FOR CEILING FAN CAPABLE OF SUPPORTING A 200LB LOAD. PROVIDE SWITCH DEVICE BOX WITH BLANK COVERPLATE AND 3/4" CONDUIT WITH PULLCORD TO PANELBOARD 'LA'. O PROVIDE JUNCTION BOX IN CEILING WITH BLANK COVERPLATE FOR FUTURE FAN. PROVIDE CONDUIT WITH PULLCORD TO JUNCTION BOX AND SWITCH DEVICE BOX. O PROVIDE SPRING WOUND MECHANICAL TIMER, OPEN IN THE OFF POSITION, DURABLE PLASTIC KNOB WITH METAL FACE PLATE. INTERMATIC MODEL FD60M FOR 60 MINUTE DELAY. O6 TIME CLOCK FOR FIXTURE TYPE 'K' CIRCUIT. PROVIDE A 120 VOLT, 1 POLE, NEMA 1, 7 DAY TIME SWITCH, WITH DAY OMITTING AND 24 HOUR RESERVE TIMING MOTOR, TORK OR EQUAL. MOUNT TIME CLOCK IN ELECTRICAL ROOM. O7 TIME CLOCK FOR EXTERIOR BUILDING LIGHTING CIRCUIT, PROVIDE A 120 VOLT, 1 POLE, NEMA 1, 7 DAY TIME SWITCH, WITH POSITIVE ON OFF CONTROL, DAY OMITTING AND 24 HOUR RESERVE TIMING MOTOR, TORK SERIES W100L OR EQUAL. CIRCUIT TIME CLOCK TO THE LIGHTING CONTACTOR CONTROL MODULE. SEE DETAIL, THIS SHEET. MOUNT TIME CLOCK IN ELECTRICAL ROOM. O PROVIDE ONE ELECTRICALLY HELD 4 POLE LIGHTING CONTACTOR FOR BUILDING MOUNTED EXTERIOR LIGHTING. 30A., 4 POLE WITH A 120V. COIL, 120 VOLT RATED CONTACTS, ON —OFF —AUTO SELECTOR SWITCH. MOUNT CONTACTOR IN A NEMA 1 ENCLOSURE, MOUNT ADJACENT TO PANELBOARD IN ELECTRICAL ROOM. SQUARE `D' CLASS 8903, TYPE LG SERIES OR EQUAL SEE DETAIL, THIS SHEET. O EXTERIOR FIXTURES SHALL BE CONTROLLED VIA A 120 VOLT PHOTOELECTRIC CELL MOUNTED INCONSPICUOUSLY ON THE WALL FACING NORTH. COORDINATE EXACT LOCATION AND MOUNTING IN THE FIELD FOR MAXIMUM PERFORMANCE. WIRE PE CELL TO LIGHTING CONTACTOR CONTROL COIL. SEE DETAIL, THIS SHEET. TORK 2001 SERIES OR EQUAL. 10 PROVIDE JUNCTION BOX MOUNTED AT WALL ABOVE CEILING WITH CONDUIT STUBBED THROUGH THE WALL AND CAPPED FOR FUTURE. PROVIDE CONDUIT WITH PULLCORD TO JUNCTION BOX FOR LIGHTING CIRCUIT. 11 SPARE POSITION WITH BLANK SPACE ON COVERPLATE. 12 SINGLE POLE, 120 VOLT, TOGGLE SWITCH IN BUNK ROOM FOR MANUAL OPERATION OF FOOT LIGHTS, SWITCHES a AND b. '\'ry 11g qq. -80 0-% 126 Third Avenue North, Suite 102 Safety Harbor, Florida 34695 Phone: (727) 725-0111 Fax: (727) 725-0209 Architecture " Planning " Engineering AAC002095 • EB0006092 z O o o a: cl) o i 3 LLJ z I'10. l dabbon GENERAL REVISION 2-26-99 LIGHTING FLOOR PLAN LEGEND, FIXTURE SCHEDULE BDG97-21 dais SEPT 18, 1998 drawn RMS shmt Ellllllllllllll2.0 1 "C ULLCORD TO GENE OR FOR CONTRO OWNER FURNISHED PHONE SYSTEM EXTERIOR BLDG — & SITE LTG CONTACTORS TIME CLOCKS FOR — EXTERIOR BLDG & SITE LTG CONTROL TIME CLOCK FOR — FOOT LIGHT CIRCUIT FACP 2-2"C WITH PULLCORDS TO TELEPHONE UTILITY PEDESTAL �... SCALE: 1 6JAGWA 120V A-20 N --__ -_1 24 VOLT I i CONTROL RELAY FROM4FACP ---- -J 120V SOLENOID VALVE B-13 N B-5 7 9 11 21 CO2 i A o 1H C CARBON MONOXIDE L-------- - -- -- -- --J SENSOR SEE MECH DWG 22 TO EF3 TO EF4 APPARATUS BAY EXHAUST FAN CONTROL DIAGRAM I ( Jfll 2�I GFl Y2. EA-6 HOSES ST3I'GE7 54 jF I � 11 8 _ _j4--'` '—'S VEST 20 I? G ER • • GFI L----------.-_,_—.._..._ • • 20 I EA 34 I (N GENERATOR TANK HEATER AND 25 CONTROL CIRCUIT SEE SITE PLAN FOR GENERATOR LOCATION c GFI 0 0 EA-32 _ 1 DOOR #3 25 (TYP) GFl 20 POWER RISER DIAGRAM NOT TO SACLE MIN. 2" CONCRETE ENCASED. NO. 1 /0 BARE COPPER CONDUCTOR. DRAWING NOTES: 0ELECTRICAL SERVICE CONNECTION BY FLORIDA POWER CORPORATION. FXER�, iSE phi. WEN01D VALVE ? v O PROVIDE TWO 3"C; EACH WITH 2 #35OKCMIL, 1 #350KCMIL NEUTRAL. PROVIDE TWO 3"C; EACH WITH 2 #350KCMIL, 1 #350KCMIL NEUTRAL, ONE #1 GND. O4 PROVIDE METER CAN IN ACCORDANCE WITH FLORIDA POWER CORPORATION'S METER SOCKET REQUIREMENTS. O5 600 AMP, 1 POLE, 3 WIRE, 240 VOLT, FUSED, NEMA 3R. HEAVY DUTY DISCONNECT, FUSED AT 600 AMPS. 6O PROVIDE A NEW SERVICE ENTRANCE RATED LIGHTNING ARRESTOR. LIGHTNING ARRESTOR SHALL BE GE TRANQUELL TYPE 9L15ECBO01 OR EQUAL -13 O7 PROVIDE 3"C; 2 #350 KCMIL, 1 #350 KCMIL NEUTRAL, 1 #2 GND. I O8 PROVIDE AUTOMATIC TRANSFER SWITCH - 400A, 10, 3W SOLID j NEUTRAL. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. E PROVIDE PANELBOARD "LA" - 600A, M.L.O., SEE PANEL SCHEDULE. F GR WP 7 10 PROVIDE PANELBOARD "EA" - 300A, M.L.O. SEE PANEL SCHEDULE. 11 PROVIDE SHUNT TRIP BUTTON CONNECTED TO THE EMERGENCY GENERATOR FOR EMERGENCY SHUTDOWN. 11 I 12 PROVIDE SERVICE ENTRANCE RATED TRANSIENT VOLTAGE SURGE. PROVIDE 3 #6. 1 #6 NEUTRAL, 1 #6 GROUND. WIRING SHALL BE ®11 35 P STRAINELBOARD AND'SHORT. USE 20 AMP 2-POLE CIRCUIT BREAKER IN 13 PROVIDE DISTRIBUTION RATED TRANSIENT VOLTAGE SURGE. PROVIDE 3 #10, 1 #10 NEUTRAL, 1 #10 GROUND. WIRING SHALL BE KEPT 18 j STRAIGHT AND SHORT. USE 20 AMP 2-POLE CIRCUIT BREAKER IN PANELBOARD 'EA'. { 11 11 j 14 OWNER PROVIDED 75KW/75KVA, 120/240V, 10, 3W, STAND-BY I GENERATOR. CONTRACTOR SHALL MAKE ALL REQUIRED CONNECTIONS. I 15 30 AMP, 2 POLE, 3 WIRE, 240 VOLT, NON -FUSED, NEMA 1, HEAVY J DUTY DISCONNECT. 3/4"C; 3 #10, 1 #1 OGND. _ VST�JI Afzw — ® -r v PROVIDE 1-#2/0 SERVICE ENTRANCE GROUNDING CONDUCTOR. ROUTED IN 3 4"C. WHERE EXPOSED. I'LA1'_3 17 PROVIDE 1-#4 COPPER METER EQUIPMENT GROUND. ROUTED IN 3/4"C. WHERE EXPOSED. 18 PROVIDE TWO NEW 3/4" x 10' GROUND RODS WITH #2/0 COPPER GROUNDING ELECTRODE CONDUCTOR. ROUTED IN 3/4 C. WHERE EXPOSED. PROVIDE ALL BONDING AND CONNECTIONS IN ACCORDANCE WITH AUTHORITY HAVING JURISDICTION. BOND TO NEAREST EXISTING METALLIC COLD WATER PIPE. IF THE EXISTING BUILDING COLD WATER SERVICE IN THE GROUND IS NOT METALLIC, BOND TO THE NEAREST APPROVED METALLIC COLD WATER PIPE INSIDE THE BUILDING. 19 PROVIDE A GROUNDING ELECTRODE, ENCASED BY A MINIMUM OF 2" OF CONCRETE WITHIN AND NEAR THE BOTTOM OF THE CONCRETE FOOTING, CONSISTING OF AT LEAST 20' OF #2/0 BARE COPPER CONDUCTOR. REFER TO NEC 250-81(c). BOND THIS ELECTRODE TO THE SERVICE ENTRANCE GROUND ALSO USING BARE #1/0 COPPER. 20 THREE BUTTON CONTROLLER FOR GARAGE DOOR MOUNTED 48" A.F.F PROVIDED WITH DOOR. PROVIDE ALL NECESSARY CONDUIT AND WIRING BETWEEN CONTROLLER AND MOTOR. PROVIDE WITH UNIVERSAL REMOTE CONTROL CAPABILITY. 21 PROVIDE SPRING WOUND MECHANICAL TIMER. OPEN IN THE OFF POSITION, DURABLE PLASTIC KNOB WITH METAL FACE PLATE. INTERMATIC MODEL FD60M FOR 15 MINUTE TIME OFF DELAY. 22 PROVIDE ON ELECTRICALLY HELD 4 POLE LIGHTING CONTACTOR FOR EXHAUST FANS. 30A, 4 POLE WITH 120V COIL, 120 VOLT RATED CONTACTS, ON -OFF -AUTO SELECTOR SWITCH. MOUNT CONTACTOR IN A NEMA 1 ENCLOSURE. MOUNT ADJACENT TO PANELBOARD IN ELECTRICAL ROOM. SQUARE ' D' CLASS 8903, TYPE LG SERIES OR EQUAL. SEE DETAIL. THIS SHEET. 23 PROVIDE A 3/4"x4'x4' PLYWOOD TELEPHONE BACKBOARD PAINTED WITH FIRE RETARDANT GRAY PAINT. PROVIDE #6 GROUND FROM NEAREST COLD WATER PIPE OR FROM THE BUILDING GROUND. LEAVE 10' COILED SLACK AT BACKBOARD. 24 HOOD FAN MASTER CONTROL PANEL WITH SAFETY DISCONNECTS, STARTERS, RELAYS, ETC. SUPPLIED WITH HOOD. LOCATION AND DEVICES SUPPLIED WITH HOOD MAY VARY WITH MANUFACTURER. COORDINATE EXACT LOCATION AND ELECTRICAL REQUIREMENTS WITH HOOD SUPPLIER/INSTALLER. PROVIDE 120 VOLT POWER CONNECTIONS FOR LIGHTS AND HOOD CONTROLS. PROVIDE ALL REQUIRED CONDUIT, WIRE AND CONNECTIONS BETWEEN CONTROL PANEL, FAN AND LIGHT CONTROLS. 25 PROVIDE 120V, 1 P, HORSEPOWER RATED, TOGGLE TYPE MANUAL MOTOR DISCONNECT SWITCH, NEMA 1 ENCLOSURE. GENERAL ELECTRIC #CR101 TYPE OR EQUAL 26 PROVIDE 3/4"C; 2-#12, 1-#12 GROUND TO SWITCH LOCATED ON WALL IN BUNK ROOM. SEE SHEET E-2 FOR SWITCH LAYOUT DETAIL, SEE SHEET E-4 FOR LOCATION. 27 PROVIDE JUNCTION BOX ABOVE CEILING FOR CONNECTION TO CORD REEL. 28 100 AMP, 2 POLE, 3 WIRE, 240 VOLT, NON -FUSED, NEMA 1, HEAVY DUTY DISCONNECT. 1 "C; 3 #3, 1 #8GND. 29 60 AMP, 2 POLE, 3 WIRE, 240 VOLT, FUSED, NEMA 3R, HEAVY DUTY DISCONNECT, FUSED PER CONDENSING UNIT MANUFACTURER'S RECOMMENDATION. 1 "C; 3 #6. 1 #8GND. 30 PROVIDE SIZE 1. COMBINATION FUSIBLE DISCONNECT, FVNR MAGNETIC STARTER. NEMA 1 ENCLOSURE, 240 VOLT, 1 PHASE WITH HAND -OFF -AUTO SELECTOR SWITCH, GREEN ON AND RED OFF PILOT LIGHTS, 24 VOLT COIL, ONE NORMALLY OPEN AND ONE NORMALLY CLOSED AUXILIARY CONTACTS. FUSED PER MANUFACTURERS RECOMMENDATIONS. GENERAL ELECTRIC CR308 TYPE OR EQUAL BY SQUARE D OR ALLEN BRADLEY. 3/4"C; 3#12, 1 #12 GND. 31 PROVIDE 2 POLE, 208V, 10, MANUAL MOTOR SWITCH, NON - REVERSING, WITH PILOT LIGHT, RECESSED DEVICE BOX MOUNTING WITH FLUSH COVERPLATE. SQUARE 'D' CLASS 2510, KG1A OR EQUAL. 32 CARBON MONOXIDE SENSOR ( MEASURED IN VEHICLE EXHAUST, 115V, 10, CODE 16, PARTS PER MILLION 50 LOW ALARM, 100 PARTS PER MILLION HI ALARM, SINGLE POINT. QUATROSENSE ENVIRONMENTAL LTD. CAT #OAS-101-16X-C OR EQUAL. AMPS 33 JUNCTION BOX WITH PORCELAIN KEYLESS LAMP SOCKET WITH 60W LAMP. O PROVIDE 120 VOLT POWER CIRCUIT FOR OPERATION OF SHUTDOWN RELAY AS REQUIRED BY NFPA-96. PROVIDE REQUIRED CONNECTION TO SHUTDOWN ALL APPLIANCES UNDER THE HOOD, SHUT DOWN GAS SUPPLY, AND SHUT DOWN FANS AS REQUIRED, THIS CIRCUIT WILL ALLSO PROVIDE POWER TO THE HOOD EXHAUST FAN AND LIGHT. 35 PROVIDE 1/2" CONDUIT STUBBED OUT 6" ABOVE CEILING AND INTO DOOR FRAME FOR FUTURE ELECTRIC STRIKE WIRING. 36 PROVIDE ONE(1) SYSTEM SENSOR MODEL RTS451 REMOTE INDICATING STATION WITH BOTH AUDIBLE AND VISUAL INDICATION TO INDICATE EITHER TROUBLE OR ALARM CONDITIONS FOR THE DUCT MOUNTED SMOKE DETECTORS. PROVIDE KEY SWITCH TO RESET ALARM. 37 PROVIDE 4"x4" DEVICES BOX WITH PLASTER RING AND BLANK COVERPLATE AT 42" A.F.F. FOR FUTURE CARD READER. PROVIDE CONDUIT STUB OUT TO 6" ABOVE HUNG CEILING. 38 1 "C; FROM TRANSFER SWITCH TO GENERATOR FOR CONTROL WIRING REQUIRED BY GENERATOR MANUFACTURER. 39 1 "C; FOR GENERATOR SHUNT TRIP CIRCUIT. v...r.......►._.� %5s Ww."+."�. 126 Third Avenue North, Suite 102 Safety Harbor, Florida 34695 Phone: (727) 725-0111 Fax: (727) 725-0209 Architecture • Planning • Engineering AAC002095 • EB0006092 } H z O o o a: F. Q cl) o LL w z no. f�111�1Of1 Msus dais A GENERAL REVISION 2-26-99 POWER PLAN AND POWER RISER DIAGRAM PANEL SCHEDULES AND ENLARGED ELECTRICAL ROOM PLAN prow BDG97-21 daft SEPT 18, 1998 RMS sheet E-3-0 Ror V41,1v VNZ-55  t;f3p vvTq � � —, - r