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Simmons Road 30 / Units 1 & 2 I r^ � � 1 • �•r 7�• fir^,. _ M W O �� �• r 2Lo w ti 'a Q r► r ' C) W y u z ,L 12f i 1 5 CZ) *-4 w 2 3 4 � C ) o F=470 I 4 SANITARY SEWER--SEE o CIVIL PLANS FOR CONTINUATION p i I I i o x 04 E.C.O. 1/2" SHUTOFF VALVE STUB OUT FOR FUTURE TENANT PROVIDED FIXTURE - X BRACING 4" SS HOSE BIB STOUTS FOR FUTURE P~1 B TEWT PROVIDED FIXTURE �, P--1 TOILET ►-� TOILET 3" VTR 104 \ I H N to3 BARN ETT � C� N La j 4J LL j; m _ O 3/4" CW 1/2" CW j cn - - - o CL of HOSE BIBB B �J Q CW 1„ CW l TENANT SPACE 102 j t I 1/2" SHUTOFF VALVE X BRACING G _ C) 1/2" CW qD A A c� z J a � w CD in V) N N i I 1" CW SEE CIVIIL PLANS `" I ¢ FOR CONTINUATION FILE Copi' J Ld O Q Q N p C] ~ I 1 2 3 4 5T;ITY. OF ATI.AN11$ BEACH Ct BJILQWS3 qG�1�� w c2 O MAR 01 200 -El DRAWN BY: CMD oil copy CHECKED BY: CMD R � CITYcr ATLANTIC DATE: 11-17-03 3ul'� ,N5 ` FEB PLUMBING FLOOR PLAN SHEET E Clot SCALE' 1/4'= V-0" I DESIGNER EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DRAWINGS. THESE DRAWINGS.PLANS&DESIGNS ARE NOT TO BE REPRODUCED, COPIED OR USED IN ANY MANNER WITHOUT EXPRESSED WRITTEN PERMISSION AND CONSENT OF DOHERTY SOMMERS ARCHITECTS ENGINEERS, INC. DRAWING 1 OF 2 THESE PLANS SHALL NOT BE DISTRIBUTED TO ANY PARTY WITHOUT SAID WRITTEN PERMISSION &CONSENT. �`� r�m 0 n 5 I 'I LJ o_ L r 1 2 3 4 af Ln Ln f I I I I •' 4 _ CK LECTRICAL PANEL ELECTRICAL PANEL I 6 GFI/WP C - - Ag A M.._�. wP 6 TELEPHONE OUTLET 6 gyp, GFI I/WP 1 -- IA P-) C 2 3 (VERIFY W/OWNER) 3 C2 3 P-2 (,- �'I r D I !I I ! FAN/LIGHT___ �I 5 6 i GFI _{ cs� 4 GFI cli 7 I, 5 FAN/LIGHT . � 2 2 w 103 �'� --, ' 104 ❑ _._ � TOILET B -BOX FOR c D � � w �TTDILJ IN C i IN CEILING FAN I BARNETT �I I 3wa 101 � C/:l a 6 TENANT SPACE W 102 U �I I 2 I I 4 B B D I I I 6 I V II I I J-BOX WITH WIRE FOR H 3 FUTURE OUTDOOR FIXTURE I1 ~ - - 6 2 4 2 4 6 GFI/WP U cNv -- ®C 5 - - A o ��`1 c, 6 �7Li 6 ] F� o A / A m ELECTRICAL FLOOR PLA Liz V) U w U SCALE: 1/4'= 1'-0' � 0 ~ 4 120/208 VOLTS, 30 4 WIRE - S/N 22,000 AIC 120/208 VOLTS, 30 4 WIRE -- S/N 22,000 AIC PANEL - P - 1 100 AMPS ❑MAIN BREAKER OR Q M.L.O. 208 VOLTS PANEL - P - 2 100 AMPS ❑ MAIN BREAKER OR O M.L.O. C� 208 VOLTS LIGHTING SCHEDULE ❑FLUSH OR El SURFACE MOUNTED ❑ TOP OR ❑ BOTTOM FED ❑FLUSH OR 0 SURFACE MOUNTED ❑ TOP OR ❑ BOTTOM FED LOAD/PHASE LOAD/PHAS LOAD/PHASELOAD/PHASE CIRCUIT CIRCUIT LAMPS CKT SERVES (KVA) BREAKER (KVA) SERVES CKT CKT SERVES (KVA) BREAKER (KVA) ---SERVES CKT MARK DESCRIPTION MODEL NO. COMMENTS N0. "A" "B" 1"C" TRIP POLES I POLES I TRIP "A" I"B" "C" NO. N0, "A" "B" "C" TRIP I POLES POLES TRIP "A" "B" "C"I NO. QTY TYPE POWER 1 RECEPT GENERAL 0.4 20 2 1 2 1 20 0.5 LIGHTS 2 1 RECEPT GENERAL 0.6 20 2 2 20 0.5 NIGHT LIGHTS 2 OUTDOOR WALL MOUNTED 3 RECEPT GENERAL 0.4 20 -- -- 20 - SPARE 4 3 RECEPT GENERAL 0.6 20 -- -- 20 0.3 LIGHTS WAREHOUSE 4 A LIGHT W/PHOTOCELL LITHONIA #TWA-32TRT-120-PE 1 32TRT 35W 5 TOILET LIGHT, FAN 0.4 20 2 2 20 0.4 EXIT/EM LIGHTS 6 5 RECEPT GENERAL 1 0.4 20 2 1 2 20 1 1 0.2 I LIGHTS WAREHOUSE 6 7 CEILING FANS 0.6 20 -- -- 20 SPARES 8 7 TOILET FAN/LIGHT 0.4 20 --- -- 20 SPARES g B 8' SUSPENDED FLUORESENT LITHONIA #2EJ-2-96T8-120 Z F9fiT8 150W 9 SPARES 20 3 1 20 SPARES 10 9 CEILING FANS 0.6 20 3 1 20 SPARES 10 EXIT LIGHT W/LED LAMPS C LITHONIA SLE-S-VN-1-R-120/277-ELN - LED 2W BATTERY BACKUP 11 SPARES 20 -- -- 20 ISPARES 12 11 SPARES 20 -- -- 20 SPARES 12 & BATTERY BACKUP 13 SPARES 20 1 1 20 SPARES 14 13 SPARES 201 1 1 20 SPARES 14 TWIN HEAD EMERGENCY LIGHT 15 SPARES 20 1 1 20 SPARES 16 15 SPARES 20 1 1 20 SPARES 16 D W/BATTERY BACKUP LITHONIA #ELM2 2 HALOGEN 6W 17 SPARES 20 1 1 20 SPARES 18 17 SPARES 20 1 1 20 SPARES 18 ¢ 19 SPARES 20 1 1 20 SPARES 20 19 SPARES 20 1 1 20 SPARES 20 E EXHAUST FAN (FURN. BY MECH.) -- - - - �� Z U 1 1 SPARES 22 4 w 21 SPARES 20 1 1 20 SPARES 22 2 SPARES 20 1 20 23 SPARES 20 1 1 20 SPARES 24 23 SPARES 20 1 1 20 SPARES 24 w w z 25 SPARES 20 1 1 20 SPARES 26 25 SPARES 20 1 1 20 SPARES 26 .. o o � V) 27 SPARES 20 1 1 1 20 1 SPARES 28 27 SPARES 20 1 1 20 SPARES 28 29 SPARES 20 1 1 20 SPARES 30 29 SPARES 20 1 1 1 20 SPARES 30 ELECTRICAL NOTES 3232 1 . ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE 2002 NEC AND LOCAL CODES. TOTALS 1.0 1 0.4 0.41 0.5 - 0.4 TOTALS 34 TOTALS 1.0 1.2 0.4 0.5 0.3 0.2 TOTALS 34 U I TOTAL KVA PHASE A: 1.5 MAX. CONN. PHASE KVA: 1.5 TOTAL KVA PHASE A: 1.5 MAX. CONN. PHASE KVA: 1.5 2. GROUNDING REQUIREMENTS SHALL MEET LOCAL CODES. w a TOTAL KVA PHASE B: 0.4 TOTAL CONNECTED KVA: 2.7 TOTAL KVA PHASE B: 1.5 TOTAL CONNECTED KVA: 3.6 3. EXTERIOR DISCONNECTS AND ENCLOSURES SHALL BE NEMA TYPE 3R. o a TOTAL KVA PHASE C: 0.8 TOTAL DEMAND KVA: 2.5 TOTAL KVA PHASE C: 0.6 TOTAL DEMAND KVA: 3.0 ' 4. ALL CONDUCTORS SHALL BE . THWN SOLID COPPER, #12 AWG UNLESS OTHERWISE INDICATED. CONDUIT TO BE RIGID PVC OR EMT. APPgc)V4L3 w 5. NEUTRAL WIRES SHALL BE SIZED IDENTICALLY WITH THE PHASE CONDUCTORS, UNLESS CITY OF ATLANTIC BEACH = o SUILDINO ogjgaff Cn Z PROVIDE NEW 100A, 3PH, 4W NOTED OTHERWISE. ELECTRICAL SCHEDULE DISCONNECT AND METER PER 6. LIGHTING SWITCHES SHALL BE MOUNTED AT 48" AFF. MOUNT RECEPTACLES ® 60" AFF. MAR Q ��4 SINGLE-POLE SWITCH EXHAUST FAN/LIGHT {� JEA REQUIREMENTS. �y. DRAWN BY: CMD 7. LIGHTING AND RECEPTACLE CIRCUITS SHALL BE RUN WITH A #12 GREEN WIRE UNLESS NOTED 3--WAY SWITCH FLOURESCENT FIXTURE NEW 2" C. OTHERWISE. ALL OTHER BRANCH CIRCUITS SHALL, INCLUDE A GREEN GROUND SIZED AS NOTED, CHECKED BY: CMD 4-#1 CU 8. DEDICATED RECEPTACLES SHALL, BE 120V, 2,0A PER NEC REQUIREMENTS. DUPLEX OUTLET ELECTRIC PANEL 1-#6 CU GND 0225A MCB r� � r� � I v7E, �:� ...___.1 DATE: 11 -17-Q3 GRIND FAULT OUTLET DBL FLOODLIGHT 707 9. PROVIDE NEW SERVICE AND FEEDERS TO PANELS P-1 AND P--2 FROM METER CENTER. CIT•' ,,; .- LA I WEATHERPROOF OUTLET WALL MTD. FIXTURE 100A 100A 30, 4W 10. POWER/RECEPTACLE PLAN IS SCHEMATIC. CONTRACTOR SHALL VERIFY CIRCUITS SHOWN. P� f �. SHEET cF/WP QUADPLEX OUTLET IN CEILING NEW PANEL NEW PANEL �►':. H8 1 � LP-1 LP-2 PROVIDE NEW 225A SERVICE 10QA M.C.B. 100A M.C.B. PER JEA RECOMMENDATIONS 120/208V 120/208'V 3o, 4W 30, 4w POWER RISER DIAGRAM DESIGNER EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DRAWINGS. NTS THESE DRAWINGS,PLANS&DESIGNS ARE NOT TO BE REPRODUCED,COPIED OR USED IN ANY MANNER WITHOUT EXPRESSED WRITTEN PERMISSION AND CONSENT OF DOHERTY SOMMERS ARCHITECTS ENGINEERS, INC, THESE PLANS SHALL NOT BE DISTRIBUTED TO ANY PARTY WITHOUT SAID WRITTEN PERMISSION &CONSENT. DRAWING 1 OF 1 �7-,m rv1 a r s �cQ J LL Z ¢U W m U F-- Z Q Z Q SITE ENGINEERING 0 Z O U) W Z PLANS CY Q m FOR BARNETT SIMMONS ROAD IN ATLANTIC BEACH , FL r G �v� G� A Atlantic Eeach W H r e p a r e d by : Pi;=-il g Fnc honing Department Q ap, !uva! - ;';-s compliance with applicable ,!�. !vision and other local land egul :tions, but does not constitute i,:- ie,saance of permits. Compliance rit :�, '!c;no Code and all other applicable ­ie Federal permitting requirements ,e vf:r;;cd ' ignature of the City of Atlantio F- A ;3nvr, icial prior to * issuance 911 NORTH BEA " ENOINEERING INUS Q H .��r) of d Ey Comr n: eve opm�r - J L.. (`0 !irzn Department Po ConsultingEngineers 0 1_10ance With applicable d' z *Ain( ,,de" local land ons, fb aut dues not constitute F_ a;ca o P 'rrrmits. ComplianceU A all other a � crmit pptiCsbie Z Z ting requirements Lt ign,-t .,e of the City ofAtiantio i— i'' ,iUj prior to the issuance q/0 rl;rt. UW Z 3y' -- C'c;r �,�nity C�:veapn�en [� U aL (D O F Z LL Uj W U) r r , r Y t�: 'ri W F� _ Z WW �03 C. 3,o Y-"v ti �� . „ '- -\• �� �,s ` Ali 1, CONTRACTOR SHALL VISIT THE SITE PRIOR TO BIDDING TO FAMILIARIZE HIMSELF 19. SHOP DRAWING SUBMITTALS REQUIRED FOR ALL CONSTRUCTION MATERIALS AS = �•ro� >� +'r�' y APPROX. APPROXIMATE LT. LEFT ” LL+ WITH THE FIELD CONDITIONS. REQUIRED BY THE SPECIFICATIONS. 2. BOUNDARY AND RIGHT-OF-WAY INFORMATION PREPARED FROM OWNER SUPPLIED 20, WATER SUPPLY FACILITIES AND PIPES SHALL BE INSTALLED CLEANED, AVE. AVENUE M.H. MANHOLE DRAWINGS, DISINFECTED AND BACTERIOLOGICALLY CLEARED FOR SERVICE IN ACCORDANCE w 3. IN ACCORDANCE WITH THE GENERAL CONDITIONS,IT SHALL BE THE SOLE WITH THE LATEST APPLICABLE AWWA STANDARDS, ASPH, ASPHALT M.J. MECHANICAL JOINT �' L fi ui•' RESPONSIBILITY OF THE CONTRACTOR TO LOCATE AND AVOID ALL UTILITIES, 21. THE CONTRACTOR SHALL SUBMIT ONE SET OF MYLAR AS-BUILT DRAWINGS wr �. •, STRUCTURES AND OBSTRUCTIONS BOTH ABOVE AND BELOW THE GROUND SURFACE. PRIOR TO THE PRE-FINAL INSPECTION.IF THE RECORD DRAWINGS ARE BASE LINE MAX. MAXIMUM ALL DAMAGE RESULTING FROM THE CONTRACTOR'S FAILURE TO COMPLY SHALL BE DETERMINED TO BE COMPLETE,A PRE-FINAL INSPECTION WILL BE SCHEDULED. J • '' ~_ REPAIRED AT THE CONTRACTOR'S EXPENSE. THE ENGINEER WILL MAKE A PRE-FINAL INSPECTION WITH THE OWNER AND INDEX TO D RAW I N G S `, �Q •�� `' W. B.V. BUTTERFLY VALVE MIN. MINIMUM 4. CONTRACTOR SHALL VERIFY AND PROTECT EXISTING TREES DESIGNATED TO BE SAVED. THE CONTRACTOR AND WILL NOTIFY THE CONTRACTOR IN WRITING OF ALL ,,.,,•.••'� HAND DIGGING IS REQUIRED IN AREAS WHERE TREES ARE LOCATED. PARTICULARS IN WHICH THIS INSPECTION REVEALS THAT THE WORK IS THE CONTRACTOR SHALL NOT REMOVE OR DAMAGE ANY TREES WITHOUT APPROVAL. INCOMPLETE OR DEFECTIVE.THE CONTRACTOR SHALL TAKE SUCH MEASURES AS B.M. BENCH MARK M.E.S. MITERED END SECTION NECESSARY TO REMEDY SUCH DEFICIENCIES THAT MUST BE CORRECTED BEFORE 5. STATIONING SHOWN ON THE DRAWINGS REFERS TO BASE LINE INFORMATION ONLY A FINAL INSPECTION WILL BE SCHEDULED. AND DOES NOT NECESSARLY REFLECT THE CENTER LINE OF RIGHT-OF-WAY, r B&C BOX&COVER MECH. MECHANICAL 22. BEFORE A FINAL INSPECTION WILL BE � SCHEDULED THE ENGINEER MUST SHEET N 0. DRAWING N 0. DESCRIPTION B. THE CONTRACTOR SHALL COORDINATE ALL WORK WITHIN COUNTY APPROVE THE MYLAR RECORD DRAWINGS SUBMITTED BY THE CONTRACTOR. ul BLVD. BOULEVARD N.I.C. NOT IN CONTRACT AND F.D,O.T.RIGHT-OF-WAY WITH THE APPROPRIATE AGENCY.THE CONTRACTOR 23, ALL UNDERGROUND UTILITY COMPANIES SHALL BE CONTACTED AT LEAST 48- SHALL ADHERE TO EACH AGENCY'S REQUIREMENTS FOR MAINTENANCE OF TRAFFIC HOURS PRIOR TO COMMENCING CONSTRUCTION. AND METHOD OF CONSTRUCTION AND REPAIRS. C.I. CAST IRON N.T.S. NOT TO SCALE 7. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE GRASSED AND MULCHED 24• PAVEMENT AND CONCRETE SHALL BE REPAIRED PER DETAILS AS NOTED ON THE DESIGN DRAWINGS,THE CONTRACTOR SHALL MINIMIZE AREA OF REMOVAL. 1 - COVER SHEET ACCORDING TO THE SPECIFICATIONS, PAYMENT SHALL BE BASED ON THE AREA NECESSARY FOR 1:1 TRENCH SIDE O G.M.P. CORRUGATED METAL PIPE N0. NUMBER SLOPE ABOVE CROWN OF PIPE 8, ALL CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE PLANS AND WITH , O h- CITY OF ATLANTIC BEACH PUBLIC WORKS DEPT.(ABPW)STANDARDS AND 0- C.O. CLEANOUT It PROPERTY LINE SPECIFICATIONS. 25• GRAVITY SEWER CONSTRUCTED AT LESS THAN DESIGN SLOPE WILL BE REQUIRED 2 1-1 INDEX TO DRAWINGS, GENERAL 0_� TO BE RE-EXCAVATED AND RELAYED TO THE SLOPE.THE OWNER,AT9. SHOULD THE SURFACE OR SUBSURFACE CONDITIONS VARY FROM WHAT IS SHOWN HIS SOLE DISCRETION AND SUBJECT TO UTILI1YSIGN REGULATING REGULANG GOVERNMENTAL NOTES AND LEGEND 4 cn C,V, CHECK VALVE P.V. PLUG VALVE ON THESE PLANS,THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER. CONCURRANCE,MAY REQUIRE,IN LIEU OF RECONSTRUCTION,PAYMENT OF A w d 1D. ALL ELEVATIONS SHOWN ARE IN FEET AND ARE BASED UPON N.G,V.D,(U.S.C. COMPENSATING MAINTENANCE CHARGE OF$20.00 A L.F.TIMES THE PERCENT V) CON. CONCENTRIC P.P. POWER POLE BG.S.1929)DATUM. DIFFERENCE BETWEEN THE DESIGN SLOPE AND THE ACTUAL CONSTRUCTED SLOPE, 3 EX-1 EXISTING SITE AND DEMOLITION It CONTRACTOR IS RESPONSIBLE FOR THE CONTROL OF SEDIMENT-LADEN RUNOFF BASED ON RECORD DRAWING ELEVATIONS AND LENGTHS AS PROVIDED BY A CONC. CONCRETE PVC POLYVINYL CHLORIDE RESULTING FROM STORM EVENTS DURING THE CONSTRUCTION PHASE,EROSION REGISTERED LAND SURVEYOR, PLAN CONTROL FACILITIES SHOULD BE INSTALLED EARLY DURING THE CONSTRUCTION 26, THE CONTRACTOR SHALL DETERMINE THE LOCATION AND ELEVATION OF ALL EXISTING CULV, CULVERT PVMT PAVEMENT PERIOD SO AS TO PREVENT THE TRANSPORT OF SEDIMENT INTO SURFACE UTILITIES PRIOR TO ORDERING MATERIALS OR BEGINNING CONSTRUCTION. WATERS.RE-VEGETATION AND STABILIZATION OF DISTURBED AREAS SHOULD BE 27. GRADES SHOWN ON PLANS ARE EDGE OF PAVEMENT FINISHED GRADES UNLESS 4 GE-1 GEOMETRY, SIGNING AND ACCOMPLISHED AS SOON AS POSSIBLE TO REDUCE THE POTENTIAL FOR FURTHER OTHERWISE NOTED. CENTERLINE RCP REINFORCED CONCRETE PIPE SOIL EROSION.(IN ACCORDANCE WITH CHAPTER 17.3,FLA.ADMIN.CODE) 28• WATER PIPES AND WASTEWATER FORCE MAINS SHALL BE PRESSURE TESTED AS PER MARKING PLAN w c� 12'. CONTRACTOR SHALL TAKE CARE NOT TO DISTURB EXISTING CONCRETE OR WOOD ABPW STANDARDS, GRAVITY SEWER PIPES SHALL BE TESTED FOR LEAKAGE AS PER ABPW CONST. CONSTRUCT! CONSTRUCTION RD. ROAD UTILITY POLES DURING CONSTRUCTION. MATERIAL AND INSTALLATION SPECIFICATIONS, 13, ALL DRIVEWAYS AND ROADS SHALL BE RETURNED TO ORIGINAL CONDITION 29. WORK IN CITY R.O,W,REQUIRES RIGHT OF WAY PERMIT. ALL WORK SHALL BE IN 5 PD-1 PAVING AND DRAINAGE PLAN D/ W DRIVEWAY RT, RIGHT AFTER CONSTRUCTION,UNLESS OTHERWISE NOTED. ACCORDANCE WITH CURRENT CITY STANDARDS. O 14, MINIMUM COVER OVER PIPES SHALL BE 36"IN UNPAVED AREAS AND IN DUCTILE IRON R! W RIGHT-OF-WAY PAVED AREAS,UNLESS OTHERWISE NOTED, 6 WS-1 WATER AND SEWER PLAN 151, PIPE JOINT DEFLECTION,WHERE REQUIRED,SHALL NOT EXCEED 50%OF THE EL./ ELEV. ELEVATION RED. REDUCER MAXIMUM RECOMMENDED BY THE PIPE MANUFACTURER, 161, IT SHALL BE THE CONTRACTOR'S SOLE RESPONSIBILITY TO EMPLOY LAND T LS-1 LANDSCAPE PLAN ESMT. EASEMENT RECD. RECEIVED SURVEYOR,REGISTERED IN THE STATE OF FLORIDA,TO REFERENCE AND MAINTAIN ALL SURVEY MARKERS AND BENCH MARKS,THE CONTRACTOR SHALL E.O.P. EDGE OF PAVEMENT REQ'D. REQUIRED ALSO PERFORM RECORD DRAWING PREPARATION FOR CERTIFICATION PURPOSES, W 17'. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSURING THAT ALL PERMITS 0 0.7 FOR CONSTRUCTION HAVE BEEN OBTAINED.THESE PERMITS SHALL INCLUDE, Z � Z F.H. FIRE HYDRANT STA STATION $ EC-1 EROSION CONTROL PLAN AND d p o BUT NOT 88 LIMITED TO,DEP CONSTRUCTION PERMITS,COUNTY,CITY w LLJ AND F.D.O.T.RIGHT-OF WAY PERMITS. DETAILS U) z 0 Z FLG. FLANGE/ FLANGED SO.BEL,TEL. SOUTHERN BELL TELEPHONE U 181, A HORIZONTAL SEPARATION OF 10-FEET(MIN.)SHALL BE MAINTAINED ¢ VOQ uj BETWEEN PARALLEL WATER AND SEWER LINES,WHERE WATER AND SEWER LINES U L,JCC 2 FIG, FIGURE SAN SIDE WALK CROSS,18-INCHES OF VERTICAL CLEARANCE SHALL BE MAINTAINED.WHERE WATER 9 D-1 PAVING AND DRAINAGE DETAILS "' a 0 `-' AND SEWER LINES CROSS AND 18"CAN NOT BE MAINTAINED,A 20 L.F.SECTION F.M. FORCE MAIN ST. STREET OF DUCTILE IRON PIPE SHALL BE CENTERED AT THE POINT OF CROSSING.THIS SITUATION MAY OR MAY-NOT BE NOTED ON THE DESIGN DRAWINGS IN EACH CASE. L>a ANY DEVIATIONS FROM THESE MINIMUMS MUST BE APPROVED IN WRITING BY THE 10 D-2 WATER AND SEWER NOTES AND z F.P.L. FLORIDA POWER&LIGHT STL. STEEL ENGINEER. ly- DETAILS C� L i GALV. GALVANIZED TELE BOX TELEPHONE BOX 11 ! U_L,� V v, w G.V. GATE VALVE TYP, TYPICAL Z w a H.W. HEAD WALL W.M. WATER METER 0 Z w O < �-��r w Q I.P. IRON PIPE w/ WITH z n r (nV INV. INVERT ❑ W O J � JT. JOINT "�"' d Owz >< Z www o z ❑ 0 INDEX TO DRAWINGS ABBREVIATIONS GENERAL NOTES Li ' � a OHE EXISTING OVERHEAD ELECTRIC TRANSMISSION LINE O UGE EXISTING UNDERGROUND ELECTF2IG LINE Q n L LARD O 0-4 L G EXISTING UNDERGROUND GAS LINE Lai pi -j Q UG EXISTING UNDERGROUND TELEPHONE LINE W U S 6,: EXISTING SEWER LINE Q 0. W o s$„ NEW SEWER LINE A VEL LN 6 CHUR H w U d EXISTING WATER MAIN W AEl E �« E-, w W NEW WATER MAIN (Q. WPIN a. NEW VALVE EXISTING VALVE DUPROJECT LOCATION 15" RCP r- - EXISTING STORM DRAIN t N r- 15"RCP �.I o NEW STORM DRAIN o _ --- EXISTING PAVEMENT W C'4 Z Z' NEW PAVEMENT C'") a z;* W Q Lu X X X EXISTING FENCING RosE✓RT W WALTER z 05cy) /\ X X NEW FENCING �."� .■ � V oU�w Z r0< Ld EXISTING CONCRETE OR WOOD POWER POLE O STANLEY d EXISTING TELEPHONE BOX w as EXISTING MAILBOX JACKSON \�6" OAK EXISTING TREE � Donner,.* EXISTING SHRUB z Lp� EXISTING SPOT ELEVATION ARDE L LA U) z DRAWING NEW SPOT ELEVATION Q LEVY z 2 0F 10 DONNER O DATE: JUNE, 2003 LEGEND VICINITY MAP PROJECT No.: BS-INDEX.DWG 09044 \ 3o S+m rv%o-nS 0 i SIMMONS ROAD �u • � MAP SHOWING SURVEY OF z az 30 RIGHT OF WAY (PAVED) N� �� ,�� ��° LOT 4, BLOCK 21 , DONNER'S REPLAT, AS RECORDED IN PLAT BOOK 19, PAGE 16 " `��=� - � • -� ! �•co oo �5 WOOD POWER POLE OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. W/ TRANSFORMER �' zLL rk� SET BENCHMARK: ' EDGE OF PAVEMENT ELEVATION=14.19 �Z EXISTING 6" WATER MAIN (PER CITY OF ATLANTIC BEACH r 50.11 ' (FIELD) �ELEPHONE 54.70' (FIELD) PUBLIC WORKS AS BUILTS, CONTRACTOR TO FIELD VERIFY) 50.00' 1 0 RISER 55.00' m FOUND 1 /2" IRON SANITY M NHOLE FOUND 1 /2" IRON FOUND 1 /2" IRON z PIPE, NO CAP 95�, NORTH RIM L.= 12.45 �� PIPE, ` NO,4�y P PIPE, NO CAP p 26,; (N) PIPE IN , =9.99 • p 6' Q E) PIPE IN =9.90 SW) PIPE I .= 10.25 Li �3 cn 0 EXISTING DRAINAGE FLOW (TYP.) �� 7 17 PAL r a LOT 3 ` a z 19"PAL y- U + I 8"LAURELX 12.5 X 12.2 m X 12.80 w OAK I r r Li mz i m V' ui m � ; az0 o Qii n Qui W w fY crf ca C] v Z U 0 z w o Z w w LOT 5 Q 0- i W m UJ a. 14 WATER c�a PRE-DEVELOPMENT DRAINAGE DIVIDE F- Z ~ ( 9"LIVE OAK o U) o .DOAK 23"LIVE . 0 (_9 H z OAK Z J 0 0 V) �+ z + X12. 5 X12.28 Ww U) z 2 0 0 0 LOT 2 4- w I LOT 4 O z C) -r-- o (VACANT) °o Q o Q P4 E- U z O �' a o o N � � 2 x12.10 P4X131�0 .1 � 12.9 X12.5 + X 11 .8 NQ1 9 G o 10' SIDE BLDG. SETBACK Q p m w ��' NOTES: ZN cn THIS IS A BOUNDARY, TOPOGRAPHIC AND L �" TREE SURVEY. ..__ ? d W Z0 n� ANGLES PER FIELD SURVEY. �] W w o�;g= LOT 1 m NORTH PROTRACTED FROM PLAT. ~ LOT 13 BENCHMARK USED: FOUND MAGNAIL & DISK IN W o PAVEMENT, SOUTH SIDE OF SIMMONS ROAD AT �— ~ �� � 9 TALLOW 85 SIMMONS ROAD, ELEVATION=11 .75 N,G.V.D. (1929) o • 24"PINE 17 PI E0 z } THE PROPERTY SHOWN HEREON APPEARS TO LIE IN Z W FLOOD ZONE "X" (AREA OUTSIDE 500--- YEAR FLOOD 12,9 INE f PLAIN) AS WELL AS CAN BE DETERMINED FROM THE \ / 12.3 "FLOOD INSURANCE RATE MAP" COMMUNITY-PANEL FOUND CONCRETE �� ` Vis, 11 8 X 11 .2 NUMBER 120075 0001 D, REVISED APRIL 17, 1989am 2 MONUMENT �Qp � FOR ATLANTIC BEACH, FLORIDA, / \ NO IDENTIFICATION LO FOU CONCRETE DRAWING o 50.00' MONUM Tp�;� BOATWRIGHT LAND SURVEYORS, INC. 49. 55 (FIELD) NO IDENTIFICATION 11711 SOUTH 5th STREET, JACKSONVILLE BEACH, FLORIDA 241-8550 EX-1 o (bTHIS SURVEY WAS MADE FOR THE BENEFIT OF BILL BARNETT 3 10 O MAXINE c. CLARKE, P.S.M. o� TOP OF BANK - �`ti' _ 1 � p FLA. LIC, SURVEYOR AND MAPPER No. LS 3117 DATE: w �`� ----- TOP OF BANK JUNE, 2003 W �G STEPHEN W. CREWS, P.S.M. DITCH ��' DITCH FLA. LIC. SURVEYOR AND MAPPER No. LS 5996 PROJECT NO.: ` FLA. LIC, SURVEYING AND MAPPING BUSINESS No. LB E�-�DA 09044 30 Si I .�\ - w w r •� � • '�":t SIMMONS ROAD � � nW* t. 30' RIGHT OF WAY (PAVED) ''•`i Z. Lu Ax U) z L LU EXISTING 6" WATER MAIN (PER CITY OF ATLANTIC BEACH 50.11 ' (FIELD) 54.70' (FIELD) PUBLIC WORKS AS BUILTS, CONTRACTOR TO FIELD VERIFY) r 50.00' 55.00' FOUND 1 /2" IRON �9e FOUND 1 /2" IRON FOUND 1 /2" IRON PIPE, NO CAP S� O PIPE, NO CAP PIPE, NO CAPkc�l a o r — V) a V) w V) � I w Q w a LOT 3 6'-6" " 1 10' 1 5' 1 12' 6'-6 a 0 V cci m r w r w Z rZ (/) Q0 m � p w � 20 z Y �_ � � Q II V) Q W w 51 Q� ° a Q ci O d ❑ W O z z A Q w o `y LOT 5 Z z 0 CL va 0 Li 0 LEGEND p c 1 r . Q - DENOTES CONCRETE SIDEWALK Q Un W o N (n 0ti z W o o PROJECT AREA = 8,750 S.F. (0.201 AC.) Lu o LOT 2 W I I ( I w MAX. LOT COVERAGE (70 /o) _ 6,125 S.F. (0.141 AC.) C7 LOT 4 G u LOT COVERAGE (59 /o) = 5,187 S.F. (0.119 AC.) 7 ca o (VACANT) Ln BUILDING AREA = 3,000 S.F. < FRONT BUILDING SETBACK = 20' REAR BUILDING SETBACK = 20' PROPOSED SIDE BUILDING SETBACK = 10' BUILDING MAX. BUILDING HEIGHT = 35' F 3,000 S.F. PARKING REQUIRED FFE= 3.�0 ( MANUFACTURING, WAREHOUSING AND INDUSTRIAL o o 1 SPACE FOR EACH 2 EMPLOYEES = 2 1 SPACE PER EMPLOYEE VEHICLE = 0 TOTAL REQUIRED = 2 PARKING PROVIDED PARKING SPACE = 2 HANDICAP SPACE = 1 'TOTAL PROVIDED = 3 \U G� 10 SIDE BLDG. SETBACK I [717 I Q C) o HU s" (!) ■ W W ¢ W _z m©_ Q zO W W Z To- -i `2= LOT 1 m W � " z LOT 13 -QW�'� � 6) � w CD0 o Z W m N FOUND CONCRETE ,��` �CDI z MONUMENT o NO IDENTIFICATIONri LJ FOUND CONCRETE DRAWING 50.00 MONUMENT 49. 55' (FIELD) NO IDENTIFICATION � GE-1 o 4 OF 10 0 DATE: V �4- A JUNE, 2003 Lo Q Li PROJECT NO.: ` GE-I.DWc 09044 i 4. SIMMONS ROAD 'Lu `� �� 30' RIGHT OF WAY (PAVED) �� '��° ` , u z9 �`�' 1`Z' z w 12 �Dui 12- MATCH EXIST. `��-�, •:�f t,,`�. � 12.5 r� ' Lu PAVEMENT ELEV. '. W` EDGE OF PAVEMENT 1`2- a '2 , �2 72 1> 11 0 m +'� o 0 s , U w J u� POST DEVELOPMENT DRAINAGE ARROWS > w (TYP) Q w 0 z + I 1 12.2 X 12.80 Lu r mz 13.00 Q co z0 2 - 13.00 C13 D5O 0 13. POST DEVELOPMENT 0 � n o 4 4 DRAINAGE DIVIDE LLJ O 4 Z V vW W c 4 I (I- Q L 13 50 3.50 w Z w J 4' 13.00 13.00Lu y RI I I- 12.50 12.50 0 0 Z w ❑ � o .� o.5� 4' WIDE SWALE Q °.- '� '�� �v (SEE CROSS SECTION) 0 �..�._. --{- X 12.5 X 12-28 z o I > w I SWALE CROSS SECTION n- I n- N.T.S. n ' Q) z Q Q � a , ,4 c2 13.50 PROPOSED BUILDING U X- 3,00o S.F. W , FFE=13.60 r W w X12.10 c � X13.1 120 1X12.5 + X 11 .8 13.50 " Q o" lil W 4� LJK z W w ' J;O ,,..,�.... F. v V) ( I z O III, W 12.75 � 12.9 h 7 2.2 Y 12.7 X 11 .2 o rk DRAWING U PD-1 O 5of 10 TOP OF BANK �`l• �`tia _._' — - 1�� -- - TOP OF BANK DATE' L JUNE, 2003 W DITCHPROJECT NO.. DITCH PD--I.DWG 09044 0 z a �o I J�.��1� �_..`.-,-.-_......�..-.....--_�_....�,—.�_______.__•.._._�-..-.._.-...�_•._�.-..-.��__....-__..••..___.._•..... � �`.._ _ _..._._.. •.\_....._.._..W._Y..---^�_.__..-._._,.._..._._-..........�..___..._.._ _•....-�"---.._,.--.._-.._._.._._.� .�.....W..-_...-�.._..���_.�.._..__..._._.__..�._...___._�-�_..-......-_.M--.._..�._....._ .____...._.._...._..__.•.�_._._...�,�.._. ..._..�...._....�..___._'^......_._......_.__ TI + "1��1 �rJ �°i;j Y•�. � � �e. k IV 1 I V I �./ I V �- 50Rr� �.-.J �J mm LLr p 1,:•. ti C" CORE EXIST. MANHOLE AND . iC �� �E �v� ,� �' ,�i :[� o ,_ Z ) I _.._.__ __�___ \ ;r•�. `/.fir; _ ,��'+�� �,�� ''��`�� �i- INSTALL 8" SANITARY SEWER LINE cc WET TAP WITH 6"' x 2" DOUBLE STRAP \ i s 4 `' ' AT INV. EL.-10.00 �- 1 c� _ iLL ! _ SERVICE SADDLE AND CORP. STEP � ..,_ r� 2 x 1 PCC TEES. �, -X. WITH BOX AND COVER tt r 3 q i , 1 1S 1 iN� � Y�r\ � ER i1�' AIN (PER L✓I ! ` ` r ATLANTIC LAN �i FJ._f�cl r V U L I a Y'/ �� J F3 U i t i TS, lJ 1'.I i R �L. C�t` i..o f �Fl l_ C R i F Y i i 1 " 900 BEND (TYP. OF 4) 20 L.F. OF OPEN CUT f ,\'SANI i A R Y M A N H(./ _,E _ -� 1 " METER ASSEMBLY z PVC CLEANOUT AT r �� (N) PIPE iNv.=9.�J- (TYP. OF 2) PROPERTY LINE `E� PIPE INV.=--9. :0 I '5W) P IPf_ ilvv.= 1r L25 1 " RPZ BFP INV. EL.-10.05 (TYP. OF 2) I 1 1 - ! j 115 L.F. OF 1 " SCH 40 PVC , w ( 85 L.F. OF 8 SDR 35 PVC SANITARY i � POTABLE WATER SERVICES � w o SEWER SERVICE (MIN. SLOPE=0.4 /o) ! � rl I o 1 ! , ( 1 E ! � I I w I r I © Z mz m I � 0 Ld Ld a i ¢ ul w dLL � Gl v { f z Li fy i ILLJ w 450 8" PVC BEND AND PVC CLEANOUTLLJ AT INV. EL.-10.35 w ! ! p z w ( } i I z 0 � CL STUB WATER SERVICES 5" FROM : z BUILDING (TYP. OF 2) ; o S U T BSANITARYR I ! � SEWER , ! o SERVICE 5' FROM BUILDING ( ! I z Q i � Q P PROPOSED I i J BUILDING I �, 3,000 S o � ! .F, w o ! FFE=l3.60 I a w o cn w i Z n W 0� UlO Wz J W opo . (I di I ! Wul f Z , 0-to C/) O fo Z ( ! lZ W f I i ! `i1 a ulz i DRAWING 0 I f WSr1 I O 6 OF 10 TOP BANK0 DATE:TOP OF BANK ; JUNE, 2003 W ( Ci i C;'ril Di Tr;-1 i PROJECT NO.: ..___..__---- ----- .___._______.______..______-__.__�______�___.______.__ w5-,.c)WG 09044 rV%vho 05 �2�- ti I%5I r w SIMMONS ROAD x. 30 RIGHT OF WAY (PAVED) r- • ,� Lu 1z Y Lu 4 op > ©tom a t Y i EDGE OF PAVEMENT X. w cn Lo %� r n d ti ^• w 1, r ;Xcn TO BE REMOVED < ;" - PROTECTED TREE TO BE REMOVED ALM Ljj ° Y = TREE TO BE PRESERVED ON SITE FOR r, X %` MITIGATION -INSTALL TREE PROTECTION c o M D x' > ;\ r-''•.. BARRIERS PER CITY OF ATLANTIC BEACH z [)ALM REQUIREMENTS FORM SAUCER WITH ` - DENOTES BUFFER AREAS WHICH 2 CONTINUOUS RIM 9 °° v 3" MULCH 8"L UREL r SHALL INCLUDE SHRUBS SPACED r w ''I VIII • "'u 1111111 II " 0 A �y;"/`, __ - IIIIIIIIIIIIIIIIIIII I li�llllillllllllll, I f-=III— ,—, \ -'�• •' ` THREE-FOOT ON CENTER AND 2" z z °' =III III={ I —III—I I II I I' �+r x MINIMUM LAYER OF MULCH �; c� z O z — SII=III= ::. ISI—III=�I Q � � < uw W SPECIFIED PLANTING _ —_ _ r _ _ =�I I=III ^ ;; 4 . -� '' DENOTES PROPOSED SHRUB, � p p MIX. WATER & TAMP 4' a VIBURNUM ODORATISSIUM "SWEET 4 TO REMOVE AIR =III=I I =I I--I ( MI I I —I i ✓' 4 4 , n n n POCKETS ILII i I ( ISI I ISI I I—III-=) I I= ;.` 4 ca VIBURNUM, 18 - 24 HT, 3 GAL., '! 'v ` 36" O.C., APPROXIMATELY 191± w ✓V. 77 < L,1 LL Li 4 = 8' TO 10' CRAPE MYRTLE, 2' CAL. �j a v `x Iw- -•' w \ ,� FL. #1 OR BETTER. PROVIDE 3 CLSHRUB PLANTING Y <' U MULCH BED MIN. N.T.S. 14 'W 9"LIVE x' 0 Q 0 '•� OAK 23"LIVE O ✓� OAK �i o oe 4 / X LANDSCAPE NOTES f �' ° IRRIGATION FOR NEW LANDSCAPE 1.) PROVIDE 100/° f ,:' `•• .X z MATERIAL OR HOSE BIB EVERY 100'. '� <; Q 2.) IRRIGATION TO BE CONTROLLED/MONITORED x Q a AROUND EDGE OF PAVEMENT TO PREVENT %, {. O 0-4 L11 BASE FAILURE DUE TO SATURATION OF LIMEROCK. PROPOSED ` 3.) PROVIDE 3" MULCH AROUND ALL PLANTED MATERIALS. BUILDING Q 31000 S.F. FFE=13.60 0 , ' W o LANDSCAPE REQUIREMENTS CHART LANDSCAPE AREA REQUIRED PROVIDE ;.x W K WITHIN VUA (2,187 S.F. x 10%) 219 SF 219 SF BUFFER AREAS \X p NORTH - ROW (50 LF x 10') 250 SF 250 SF SOUTH - IE (50 LF x 5') 250 SF 250 SIF EAST - R (175 LF x 5') 875 SF 875 SF :' o o r� o V s WEST - Fj?(175 LF x 5') 8753F 875 SF 'N ,n / W a n TREES rmg i . Z aL NORTH - ROW (50 LF / 50) 1 1 PR. :" ' ;` W W NY t C� r SOUTH - IT(50 LF / 50) 1 1 PR. EAST - R (175 LF / 50) 4 3 PR. AND 1 EX. <. '; y ` ' � ' 9 TALLOW rr nn -a�W WEST - (175LF150) 4 2PR. AND 2EX. ;` ; I fV o WITHIN VUA (2,187 SF /4,000) 1 1 PR. 24 PINE 17 k' W ;. I m i . " ' n/ —k'•, /\ \ . .-.._X / JL4 z DRAWING a LS-1 0 a L_ 7 OF 10 -- --- _--- DATE: q JUNE, 2003 w PROJECT NO.: Ls-1.DWG 09044 3o Of An mo>n5 �� • z r� y o ® j rr : ' I w° O z .- I u BALES I FLOW ,..0 1�, w'as AS REQUIRED < o TO BUTT ANCHOR BALES WITH *�', °J V) . I v �- 2 - 2., x 2„ x 4'_0., o I" I' pi STAKES PER BALE. °�, ' LL ,.,•• cn z I PLAN PLAN uj Lu TYPE A OR 8 FENCE r ' NOTE: SPACINGS SHOWN IN THIS CHART ARE BASED ON GENERALIZED CONDITIONS AND SHOULD BE ADJUSTED 6'-0" BASED ON ACTUAL SITE PERFORMANCE OR HYDRAULIC ANCHOR BALES WITH . LOOSE SOIL PLACED BY SHOVEL � Z _ i . •��' �., COMPUTATIONS. 2 - 2" x 2" x 4'-O" OVERLAP (MIN.) AND LIGHTLY COMPACTED ALONG _ �► FLOW RATES ( CFS ) STAKES PER BALE. ��ENOS THE UPSTREAM EDGE OF BALES. m LOOSE SOIL PLACED 8Y SHOVEL AND r� - , FILL SLOPE4��AS v) NOTE: BALES TO BE STAKED AT THE LIGHTLY COMPACTED ALONG UPSTREAM ?� ,��� VERY LIGHT < 5 FILL SLOPE DIRECTION OF THE ENGINEER, FACE OF BALES. g LIGHT ] 5 < 10 7n MODERATE > 10 < 15 SILT FENCE SILT FENCE PROTECTION HEAVY > 15 < 25 �I�N- ELEVATION p3� AROUND DITCH BOTTOM VERY HEAVY? 25 < 40 TO BE USED AT SELECTED SITES WHERE THE NATURAL BALES BACKED BY FENCE INLETS. 5 GROUND SLOPES AWAY FROM THE TOE OF SLOPE o SOILS m N.T.S. s,,�r .. z _ COHESIVE NON - COHESIVE TYPE III OR TYPE IV TYPE III OR TYPE IVv FIRM LOAM FINE SAND w w 4 CLAY SANDS COURSE SAND BARRIER R I SLOPES a \� ICLAYS GRAVELS N.T,S. CIO V7 °l ". oo HARDPANS SANDY LOAM 6'-0" MAX. CL Q `'y '� SILT FLOW " '� SILT LOAM POST (OPTIONS: 2" x 4" SILT FLOW OR 2 1/ 2" MiN, DIA. WOOD; -.4- ��'` "'"o D STEEL 1.33 LBS/ FT. MIN.) SOILS 4 ti� "a� stir FLOW WOVEN FILTER FABRIC IN ABSENCE OF > w ~ 2 ,. N° �` c ST SECUREESTABLISEDGES BY ENTRENCHING GRASS X. 2AND12 ) ¢n 18 OZ. NYLON REINFORCED �' TYPE III SILT FENCE N`�"�� �y`" _ PVC FABRIC (300 PSI TEST) TYPE IV SILT FENCE �rq f� EXTEND UNDER BAGS AND BALES. FABRICSIDER TEMPORARY SOSt DR` gt,�_ SHALL MEET THE REQUIREMENTS OF NOTE: SPACING FOR TYPE III AND TYPE IV 1 SECTION 9$5 OF THE STANDARD r 70 BE IN ACCORDANCE WITH CHART I. SANJAGS SPECIFICATIONS. COST OF FABRIC TO BE DO NOT DEPLOY IN A MANNER THAT SILT FENCES WILL ACT AS A DAMINCLUDED IN THE CONTRACT UNIT PRICE ACROSS PERMANENT FLOWING WATERCOURSES. SILT FENCES ARE TO BE 5' MINFOR BALED HAY OR STRAW. TN, USED AT STAKED TURBIDITY BARRIER PERMANENTBODIIES OF LAND TWA'TERANq TURBIDITY BARRIERS USED AT50 100 150 200 250 300 350 400 . . . . . . . . . . . . . . . . . . . . . . . . . . . SPACING (FT) N.T.S. SLOPE DRAIN APPLICATIONS } RECOMMENDED SPACING FOR TYPE I AND TYPE 11 O LOOSE SOIL PLACED BY. SHOVEL AND LIGHTLY o LOOSE SOIL PLACED BY SHOVEL AND LIGHTLY N.T.S. HAY BALE BARRIERS, TYPE III AND TYPE IV SILT COMPACTED ALONG THE UPSTREAM EDGE COMPACTED ALONG THE UPSTREAM EDGE FENCES AND PAVED DITCH HAY BALE BARRIERS. OF BALES. OF BALES. r W U m r m CHART I PLAN PLAN _ 0 0 m z o RAIL POST _j T_ 0 � II vn ¢ U.J w LIJ 0� SIMM'ONS ROAD 1' MIN. 30' RIGHT OF WAY (PAVED) RECOMMENDE RECOMMENDED w 5' TYP. 5 TYP. v z ANCHOR BALES WITH 2-2" x 2" x 4' STAKES PER BALE. ANCHOR BALES WITH u' ANCHOR TOP BALE TO LOWER BALE WITH 2 - 2" x 2" x 4' J w EDGE OF PAVEMENT 2-2" x 2 x 4 STAKES PER BAIL STAKES PER BALE. Q J � ELEVATION:T' ELEVATION °- '� F-- w • --- — — � APPLICATION AND SPACING THE USE OF TYPES I & II BALE BARRIERS SHOULD BE LIMITED TQ THE a CONDITIONS OUTLINED IN CHART I Z LLI �- Q ❑ v� TYPE II TYPE I (� o z Z BARRIER FOR UNPAVED DITCHES 0 Q N.T.S. U) Z cn V < 0 � o LIJ CL w OPTIONAL POST POST ( OPTIONS: 2" x 4" OR POSITIONS 2 1 / 2" MIN, DIA; WOOD; STEEL ¢ 20y I 1.33 LBS. / FT., MIN,) PRINCIPLE POST POSITION c� 6' MAX, ( CANTED 20' TOWARD FLOW ) z • FILTER FABRIC ( IN � `' FILTER FABRIC �w 15" TO CONFORMANCE WITH > � 0018" SEC. 985 FOOT SPEC,) ----SILT FLOW i� co 10 a . MIN. ELEVATION SECTION ° n Q 4 ° w ° TYPE III SILT FENCE a rn w Q cy_ N.T.S. E-+ U 0 a W Q Q' w- w O o a O {� z a a G:.I ►- O z W CID u 0 U OPTIONAL POST POSITIONS o � 20 �-- PRINCIPLE POST POSITON 10'-0" MAX. � (CANTED 20' TOWARD FLOW) w E" � W POULTRY MESH (20 GA. MIN.) ly-1 POULTRY MESH OR OR TYPE A FENCE FABRIC w TYPE A FENCE FABRIC FIOOTSP�IFICAT ON) > NDEX 452 966 FILTER FABRIC FILTER FABRIC (IN CONFORMANCE �- SILT FLOW z o __ _ WITH SEC. 985 FDOT SPECIFICATION) w PROPOSED BUILDING ELEVATION NOTE: SILT FENCE TO BE PAID FOR UNDER THE CONTRACT UNIT PRICE FOR STAKED SECTION 3,000 S.F. SILT FENCE (LF) <.,J 0� FFE=13.60 Lu TYPE IV SILT FENCE w �a . � z �Q N.T.S. W 1: M Z za W W uj � QQ Lu Z V)��¢ ANCHOR BALES WITH 2 -- 2" x 2" x 4' �. 1- oma uununnu°0II SIDEWALK STAKES PER BALE N M<y� I7iiiulfllllu{I0�11f L >< ¢r�W INSTALL EROSION CONTROL DEVICES �= PE BEFORE AND DURING CONSTRUCTION " IIIIIIIIIIIIIgAllllllllllllll ISE /fjy muuul I I II 1 1 I I mu➢- m UNTIL STABILIZATION ''�i APRON fll'f fIIIIjIlAli111 Illlllillllll1111I��•�`� ''b` - DITCH ^ � DITCH CURB & �\, CURB GUTTERGUTTER �IIIIINIII11�1lI9�111117171111111�11111��� r'H 111111(IINi{i111;1111111111111 tlllill���� __ f Ililllli Illlllllllllt!{I{II,I I�" ` / • Ittillllllt UIIIt t IIIllIAl11111111 1111111 IIIIItlllll(II IIIAgRI l IIIIIiII� 3 PARTIAL INLETo COMPLETED INLET DITCH BOTTOM INLET / \ PROTECTION AROUND INLETS OR SIMILAR STRUCTURES 0 N.T.S. DRAWING EC-1 A OF 100 DATE: JUNE, 2003 TOP OF BANK PROJECT NO.: ----- TOP OF BANK DITCH DITCH EC--1.DWG 09044 fn Mori's Lu .. 4v z Z MIA SIDEWALK �, ,.�.►i17. r 43 (VARIES) L- RAMP • ,4 �.�If�� .a, 1z Yy• "11�1/ W 112.1 M,AX.-. .-12:1 MAX. 4"WHITE @ 45m EXPANSION m 1a"C.C. JOINT MATERIAL u) 24'O.C.(TYP) 1/2" EXP. JOINT 1/8 x 1/2" DEEP z HANDICAPPED CONTROL JOINT 1/2"' DEEP SEALANT z SYMBOL(WHITE) p pp • • O PARKING BY PORTLAND GEMENT CONCRETE PAVEMENT,WITH F= ;. a COMPRESSION STRENGTH ` C° -- 4"BLU DISABLED 3000 P.S.I. @ 28 DAYS I i ''�iaj��� I,1. i ii+�•Iii• I I _ 1r Lu 4-4*WHITE Fq 5' 1z PERMIT " 12" STABILIZED SUBGRADE, MIN. co NOTE: L.B.R. 40,MAX. PLASTIC INDEX OF ONLY IF CONTROL JOINTS ARE SAWED, SAWING SHALL 6,COMPACTED TO 95% MAX. DENSITY ._ BE ACCOMPLISHED WITHIN 12 HRS. OF CONCRETE AASHTO T-180 POUR: 5'-0" O.C. (TYP.) SIDEWALK CONTROL o $250. FINE W AND EXPANSION DETAIL 0 4"BLUE 4"WHITE, z 2 �1 NOTE: PAINT SYMBOL ABOVE ONTO SURFACE VAN r nA y(� WITH L2)COATS OF HANDICAP WHITE PAINT. 1/ MANUFACTURE AS PER DEPARTMENT OF TRANSPORTATION SPECIFICATIONS. ACCESS BL E W 03 HANDICAP PARKING DETAIL mZ HANDICAP PARKING SIGN ' z0 z �w 6" LIMEROCK BASE, MIN. LBR = 100 F- 2 LL! w COMPACTED TO 100% OF MODIFIED1 1/2"ASPHALTIC CONCRETE 0 Z 0' O v PROCTOR DRY DENSITY (ASTM D- 1557 AASHTO T-180) FDOT TYPE 5 1500 LB. W V Lu z z W W FACE OF BUILDING k ❑ J a 12"COMPATED SUB-BASE, MIN. Q w VARIES (SEE PLANS) PAVEMENT LBR= 40 COMPACTED TO 98% OF MODIFIED PROCTOR DRY DENSITY z L I� (ASTM D-1557/AASHTO T-180) ❑ F 0 LIGHT DUTYz -ur=ir r =rnm I 2 rrr�rir�m�nr•-rru=,rr. nrL 41' PAVEMENT SECTION > 1/2"PREMOULDED *' JOINT FILLER co a D z Lu COMPACTED SUBGRAD o TURNDOWN SIDEWALK z z 1=4 cn Lu Awl-+ z 0 • W U1 � PRE-CAST 2PARKING BUMPER Q �E­4-+ w � 12:1 MAX. SLOPE MEET GUTTER LINE—--_ CONCRETE SIDEWALK 10, pa • PARKING SAWCUT AT EXISTING SPADE CONSTRUCTION JOINT PROFILE 2 EACH 18 LONGO. 6 RE-BAR o co 12:1 MAX 4' (DESIRABLE) 12:1 AMAXZ � C1, 4,004 P.S.I. CONCRETE SLOPET 3' (MINIMUM) SLOIPE1/2" 8�� 8�� " "" w LL 0<1 TOP OF CURB I I W z �a GUTTER LINE w m Lu iry 0 0 — — — = W Ur 0 J ZC Z u~ia"a FRONT SECTION , U NOTES: 9" 6-0 U) Lu 1. RAMP SURFACE SHALL BE CONSTRUCTED TO CONFORM Q O TO SECTION 522-7.2 FLORIDA D.O.T. SPECIFICATIONS. STANDARD PARKING BUMPER Z W 2. BASIS OF PAYMENT: CONTRACT UNIT PRICE ca ESTABLISHED IN THE PROPOSAL FOR SIDEWALK. 3. THIS STANDARD IS NOT INTENDED TO BE ABSOLUTE. \ / FINAL DETERMINATIONS TO BE MADE IN THE FIELD. HANDICAP RAMP 7 U DRAWING D-1 a 9 OF 10 0 DATE: N JUNE, 2003 W it PROJECT NO.: BW-PDDETI.DWO 09044 / �Q s .lN1 V1r1Dj R� . ' I "o, GENERAL NOTES: �� ` L , QCOi 1. ALL WATER AND SEWER CONSTRUCTION MATERIALS TO BE CONSTRUCTED IN CITY RIGHT-OF-WAY OR CITY ,. <� �� .°o Q. ' EASEMENT MUST BE IN CONFORMANCE WITH CITY OF ATLANTIC BEACH PUBLIC WORKS (ABPW)APPROVED f z u_ MATERIALS. 2, CONTRACTOR SHALL FURNISH AND INSTALL ALL PIPING, FITTINGS, AND APPURTENANCES REQUIRED FOR A TEST COMPLETE SYSTEM AS SHOWN ON THE DRAWINGS INCLUDING ANY ADJUSTMENTS DUE TO UNKNOWN COCKS OBSTRUCTIONS. `(' I/, BALL BALL Y �f/ VALVE VALVE }- 3. ALL CONNECTIONS AND TIES TO THE ABPW WATER AND SEWER SYSTEM WILL BE PERFORMED BY THE CONTRACTOR - - - - a. - v - - - UNDER SUPERVISION OF THE ABPW. --Til-- I i I-1 11=1 I o �. z 4. EVERY CARE SHALL BE TAKEN IN HANDLING AND LAYING OF PIPE AND FITTINGS TO AVOID DAMAGING THE PIPE, NOTE: Z � z SCRATCHING OR MARRING MACHINED SURFACES, AND ABRASION OF THE PIPE COATINGS. ANY FITTING THE LENGTH OF PIPE TO BE � SHOWING A CRACK AND ANY FITTING OR PIPE WHICH HAS RECEIVED A SEVERE BLOW THAT MAY HAVE CAUSED RESTRAINED EACH SIDE OF 10' MINIMUM `-1MINIMUM GALV.STEEL ♦BACKFLOW GALV.STEEL a AN INCIPIENT FRACTURE, BEND SHALT. BE IN ACCORDANCE PREVENTER E - EVEN THOUGH NO SUCH FRACTURE CAN BE SEEN, SHALL BE MARKED AS REJECTED ACCORDANCE WITH WITH TABLE FOR MECHANICAL PLANS APPROVED BY AND REMOVED AT ONCE FROM THE WORK. RESTRAINT DEVICE.ALL JOINTS JBPW LLJ 20' MIN. EACH SIDE OF EXISTING TESTE COCKS � INSULATE V� 5. WHERE PARALLEL WATER AND SEWER (INCLUDING STORM) LINES HAVE LESS THAN 10 FEET HORIZONTAL PIPE SHALL BE MECHANICALLY FIN.GRADE 2 INSULA E SEPARATION, FULL-UNCUT LENGTHS OF WATER QUALITY PIPE (DR18 AWWA C900 FOR NEWLY INSTALLED SEWER RESTRAINS SURFACES(TYP) AND DR25 AWWA C900 WATER) WILL BE USED WITH THE JOINTS STAGGERED AT 10 FOOT INTERVALS OR THEY MECHANICAL JOINT 11.25°,22.50 - io OR 45° BENDS(SIZE VARIES) co IIII r IIII'. IIII 1111=1111 '. WILL BE PLACED ON AN UNDISTURBED SHELF OR IN A SEPARATE TRENCH WITH A MINIMUM VERTICAL UTILITY PIPE Y _ > W SEPARATION OF AT LEAST 18 INCHES. IT IS PREFERABLE TO HAVE THE WATER MAINS LOCATED ABOVE THE PROPOSED PIPE IIII IIII m a SIZE &TYPE VARIES o SEWER AND WITH 10 FEET OF SEPARATION WHERE POSSIBLE. THESE SITUATIONS MAY OR MAY-NOT BE SUPPLY - aSERVICE w NOTED ON THE DESIGN DRAWINGS IN EACH CASE. ANY DEVIATIONS FROM THESE MINIMUMS MUST BE APPROVED + IIII IIII IN WRITING BY THE ENGINEER. 3� :5 IIII=IIII- -IIII-IIII `� o ELEVATION z WHERE IT IS NOT POSSIBLE FOR WATER AND SEWER (INCLUDING STORM) LINES TO CROSS WITH A MINIMUM OF JOINT OF PIPE CENTERED AT NOTES: 18 INCHES OF VERTICAL CLEARANCE, A FULL-UNCUT LENGTH OF WATER QUALITY PIPE (DRI 8 AWWA C900 CROSSING IF 18"MINIMUM SEWER, DR25 AWWA C900 WATER) WHICH IS USUALLY 20 FEET LONG WILL BE CENTERED ON THE POINT OF SEPARATION CANNOT BE MAINTAINED 1. ALL PIPE AND FITTINGS 2"AND SMALLER SHALL BE THREADED CROSSING. THE CONTRACTOR WILL FIELD VERIFY THE VERTICAL SEPARATION. THE MINIMUM VERTICAL NOTES: SCHEDULE 40 GALVANIZED STEEL OR BRASS SEPARATION BETWEEN WATER AND SEWER (INCLUDING STORM) PIPES WHEN 18 INCHES IS NOT POSSIBLE WILL 1. IF EXISTING UTILITY IS A WATER MAIN, 2. IF EXISTING UTILITY IS A FORCE MAIN, 3. LOCATING WIRE REQUIRED. SEE DETAIL W-44. REDUCED PRESSURE BE 6 INCHES OUTSIDE DIAMETER TO OUTSIDE DIAMETER. IT IS PREFERABLE TO HAVE THE WATER MAIN ABOVE 6 OF SEPARATION IS REQUIRED. SANITARY SEWER LINE OR DRAINAGE PIPE, r 18" OF SEPARATION IS REQUIRED. IF THIS BACKFLOW PREVENTER DETAIL F- r z fn m THE SEWER LINES AND AT LEAST 18 INCHES VERTICAL SEPARATION. IS NOT POSSIBLE AND EXISTING UTILITY MAIN � W O IS C900, C905 OR D.I. PIPE, SEPARATION CAN uj z 0- z O Y A FULL-UNCUT LENGTH OF WATER MAIN PIPE (USUALLY 20 FEET) SHALL BE CENTERED AT THE POINT OF BE REDUCED TO 6". A FULL N FT.PIPE SHALL ¢ � L5 J CROSSING OF ALL WATER AND SEWER INCLUDING STORM LINES AT THE POINT OF CROSSINGS REGARDLESS BE CENTERED OVER EXISTING UTILITY MAIN ( j TO PROVIDE MAXIMUM JOINT SPACING FOR Lun ;2� Loj © 5 OF THE VERTICAL SEPARATIONS. HORIZONTAL SEPARATION BETWEEN STORM SEWER AND FIRE HYDRANTS 18" OR 6" SEPARATIONS. 6. CONTRACTOR SHALL NOTIFY ABPW AT LEAST 48 HOURS PRIOR TO CONNECTING TO CITY FACILITIES, TESTING z NEW MAINS, FLUSHING SEWER MAINS, FLUSHING SEWER MAINS AND INSPECTIONS. - --�• . I-Til-1 I I=11'. .''I-II 11=1 11=1 I I� W �i w W Lu SANITARY SEWER SPECIFICATIONS: z Lu Q 1. PVC 1120, CLASS 118, SDR 35 PIPE: PIPE SHALL CONFORM TO ASTM D3034 FOR 4"THROUGH 15" DIAMETER PIPE. L1J Q PIPE MATERIAL SHALL BE CLEAN, NATIONAL SANITATION FOUNDATION APPROVED, CLASS 12454-B PVC COMPOUND o °- CONFORMING TO ASTM RESIN SPECIFICATION D1784 WITH WALL THICKNESS T-1. PIPE COUPLING SHALL BE IN "' o UTILITY PIPE s^wlwasxe^rHK. CAST IRON VALVE BOX&COVER, 0 1�- ACCORDANCE WITH ASTM D3212. ELASTOMERIC SEALS SHALL MEET ASTM F477 OR ASTM F913. CONC.COLLARSLOPE M COVER TO BE LABELED"SEWER" z ¢ FULL LENGTH OF PIPE 4-SIDES CENTERED AT z sc1. Z 2. FITTINGS: FITTINGS 4" AND LARGER ON PVC PIPE INSTALLED UNDERGROUND SHALL BE OF SAME PVC TYPE AS GROUND OFt Q z THE PIPE WITH JOINTS TO MATCH THE PIPE BEING INSTALLED, ALL PVC FITTINGS SHALL BE GREEN. FITTINGS CROSSIN _IIIIAIIII�illl r. r _liu-11I� GROUND W U) SHALL MEET ASTM D3034 AND ASTM F1336 FOR SIZES 4" AND 6" IN DIAMETER WITH MINMUM WALL THICKNESS PROPOSED PIPE + Lu = U' 144 CONT, STD.CLEANOUT COVER O OF SDR 35. FITTINGS SHALL BE GASKET JOINT TYPE MEETING THE REQUIREMENTS OF ASTM D3212. ELASTO- SIZE &TYPE VARIES � WITH THREADED PLUG ERIC GASKETS SHALL CONFORM TO ASTM F477 OR ASTM F913. PVC MATERIAL SHALL HAVE A CELL Lu s^xs"VVYE -� a M PEG LOCATOR O v� CLASSIFICATION OF 12454-B IN ACCORDANCE WITH ASTM D1784. Z MECHANICAL JOINT 11.25°, 22.5° BRANCH ;': a"MIN.CONC.ENCASEMENT Z CRET9 :2 THE LENGTH OF PIPE TO BE RESTRAINED g OR 45° BEND(SIZE VARIES) ' S N 3. BEDDING SHALL BE CLASS B, TYPE I MODIFIED. EACH SIDE OF BEND SHALL BE IN s•P.V.C.45 DEG.EL ACCORDANCE WITH TABLE FOR MECH. 4. TESTING: CONTRACTOR MUST TEST ALL WORK FOR FAULTY ALIGNMENT, DEFECTS, OR LEAKS. ANY SUCH RESTRAINT DEVICE, SEE THIS SHEET ALL O, SANITARY z DEVIATION OR OMISSION SHALL BE CORRECTED AT ONCE. ANY PIPE FOUND TO BE DEFORMED AND/OR s"P,V.C.TO 8"P,V.C.STOPPER c� JOINTS 20'MIN. EACH SIDE OF EXIST. SEWER DEFLECTED IN EXCESS OF 7.5% OF THE NOMINAL DIAMETER OF THE PIPE SHALL BE REMOVED AND REPLACED PIPE SHALL BE MECH. RESTRAINTED RESTRAINED JOINT I 10' MINIMUM 10' MINIMUM CLEANOUT DETAIL Q a WITH NEW PIPE AT NO ADDITIONAL COST TO THE OWNER. (TYP.)SIZE AS REQUIRE L�-- 5. ALL CLEANOUT CAPS INSTALLED IN PAVEMENT TO BE TRAFFIC RATED. NOTES: ' PIPE 1. IF EXISTING UTILITY IS A WATER MAIN, 2. IF EXISTING UTILITY IS A FORCE MAIN, 3. LOCATING WIRE REQUIRED. SEE DETAIL W-44. �' WATER SPECIFICATIONS: 6"OF SEPARATION IS REQUIRED, SANITARY SEWER LINE OR DRAINAGE PIPE, r 18" OF SEPARATION IS REQUIRED. IF THIS �41 O IS NOT POSSIBLE AND EXISTING UTILITY MAIN 1. INSTALL WATER PIPING WITH A MINIMUM 36" COVER IN PAVED AND UNPAVED AREAS. UNLESS OTHERWISE NOTED. IS C900, C905 OR D.I. PIPE, SEPARATION CAN BE REDUCED TO 6". A FULL 20 FT.PIPE SHALL 2, PVC 1120, SCHEDULE 40 AND SCHEDULE 80 PIPE: PIPE SHALL CONFORM TO ASTM D1785. PIPE SHALL BE MARKED BE CENTERED OVER EXISTING UTILITY MAIN TO PROVIDE MAXIMUM JOINT SPACING FOR �--+ NSF-pw APPROVED. 18" OR 6" SEPARATIONS. Q E-, 3. PVC PIPING OF NOMINAL DIAMETER 4" THROUGH 12" SHALL BE MANUFACTURED IN ACCORDANCE WITH AWWA C900-LATEST, "STANDARD FOR PVC PRESSURE PIPE, 4 IN. THROUGH 12 IN. FOR WATER DISTRIBUTION." PIPECONFLICT DETAILS W SHEETING-tea D+12" (MIN.) EXISTING F•••+ SHALL HAVE A MINIMUM WORKING PRESSURE RATING OF 100 PSI AND MINIMUM DIMENSION RATIO OF 25, AND D+18" (MAX.) FGROUND SHEETING----,- EXISTING SHALL HAVE SAME O.D. AS DUCTILE IRON PIPE. �� GROUND 4. HIGH DENSITY POLYETHYLENE PIPING 1/2" THROUGH 3" SHALL BE PE 3408 DR11 AND SHALL BE MARKED IN ACCORDANCE IIII IIII 11111111= DETECTABLE TAPE (SEE Lu IIII D+12" (MIN.) -111t= > IIII IIII DETECTABLE TAPE (SEE WITH AWWA C901-LATEST, PE PRESSURE PIPE AND TUBING, 1/2 INCH THROUGH 3 INCH, FOR WATER SERVICE, NOTE BELOW) 0 _ D+18 (MAX.) = NOTE BE-LOW) 1/2" THROUGH 3" PIPE SHALL BE COLORED BLUE FOR WATER AND GREEN FOR WASTEWATER AS REQUIRED. II _ III IIII Iili z D - CAREFULLY COMPACTED 5. FITTINGS: FITTINGS SHALL MATCH THE TYPE OF PIPE FURNISHED, EXCEPT AS OTHERWISE SPECIFIED. SCHEDULE II III CAREFULLY COMPACTED IIII III SELECTED BACKFILL FREE 0 40 AND SCHEDULE 80 FITTING SHALL HAVE SOLVENT WELD JOINTS AND BE IN ACCORDANCE WITH ASTM D2672. I_I III SELECTED BACKFILL FREE ?- OF ORGANIC MATERIAL OF ORGANIC MATERIAL cnilIIII a IIII o� FITTINGS ON 2" PVC PIPE MAY BE PVC WITH PUSH-ON BELL TYPE JOINT OR SOLVENT WELD. FITTINGS 3" OR �ry LARGER ON PUSH-ON JOINT PIPE INSTALLED UNDERGROUND SHALL BE M.J. DUCTILE IRON OR PVC WITH = IIII IIII 1 / 4 D -4" MIN. �� Lu m RESTRAINED PUSH-ON BELL TYPE JOINT. - IIII W Z 9 n 0.50 D SHAPED BOTTOM ill I�il I�11 = I = Z8 6. JOINTS: PVC PIPE SHALL HAVE INTEGRAL BELL PUSH-ON TYPE JOINTS CONFORMING WITH ASTM D3139. FOR PVC HALF SECTION HALF SECTION COMPACTED I Ilii HALF SECTION (� z x` PIPE 2" OR SMALLER, SOLVENT WELD JOINTS SHALL BE USED. SOLVENT CEMENT USED FOR SOLVENT WELD SHEETED TRENCH SUITABLE UNDISTURBED q a�a� UNSHEETED TRENCH GRANULARuj SOIL FULL LENGTH OF BARREL UNSHEETED TRENCH U JOINTS SHALL COMPLY WITH ASTM D2564. THE JOINT SHALL BE MADE IN ACCORDANCE WITH D2855. THE JOINT MATERIAL Z �Q°�� SHALL CONFORM TO ASTM D2672. JOINTS FOR 2 1/2" AND LARGER PIPE SHALL BE INSTALLED IN ACCORDANCE �o WITH J.E.A. STANDARDS MANUAL SEC. 350.2.4 AS APPLICABLE. TYPE I TYPE II ""� rr� V) MECHANICAL JOINT CONNECTIONS BETWEEN D.I. PIPE OR FITTINGS AND HDPE PIPE OR FITTINGS SHAPED BOTTOM WITH COMPACTED GRANULAR BEDDING O SHALL BE D.I. M.J. GLANDS CONFORMING TO AWWA C111 AND AWWA C153. MECHANICAL JOINTS SHALL BE FULLY TAMPED BACKFILL NOTE: Q z [a RESTRAINED. 1. DETECTABLE MARKING TAPE IS REQUIRED FOR ALL UTILITIES INSTALLED Z m 7. TESTING: LEAKAGE AND PRESSURE TESTING SHALL BE PERFORMED IN ACCORDANCE WITH AWWA C600, SECTION 4. INCLUDING WATER MAINS, WATER SERVICES, SEWER SERVICES AND FORCEMAINS WITHIN R.O.W. AND EASEMENTS, 8. DISINFECTION: DISINFECT ALL WATER PIPING AND FITTINGS ACCORDING TO APPLICABLE PROVISIONS OF THE 2. TAPE IS TO BE INSTALLED 18"TO 24" BELOW FINISHED GRADE AND \ / PROCEDURE ESTABLISHED IN AWWA STANDARD C651-92, "AWWA STANDARD FOR DISINFECTING WATER MAINS". 9" MIN. ABOVE UTILITY INSTALLED. 9, INSTALL WATTS SERIES 009, 1" REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTER (OR APPROVED EQUAL). BEDDING DETAILS BACKFLOW PREVENTER MUST BE IN ACCORDANCE WITH AWWA STANDARD C511-LATEST, REDUCED-PRESSURE PRINCIPLE BACKFLOW-PREVENTION ASSEMBLY". / a r 10.METER BOX TO BE DOUBLE WALL PLASTIC WITH TOUCH-READ LID. z DRAWING o Dr2 0 0 10 OF 10 a DATE: JUNE, 2003 w W PROJECT NO.: Bw---WsDET1.DWG 1 09044 , Si m w,o h5 o z I BARNETT BUII ..DINC3 SIMMONS ROAD ! W ATLANTIC BEACH, FL 32233coo � � H w P-4 ARCHI"I'ECTURAL STRUCTURAL A-1 FLOOR PLAN & WALL TYPES S-1 FOUNDATION PLAN, DETAILS, GENERAL Q A-2 EXTERIOR ELEVATIONS AND CODE DATA NOTES & DESIGN CRITERIA � A-3 BUILDING SECTION FIH ciglpy � A--4 FIRESTOPPTNG DETAILS & PLUMBING ��CF ATLANTIC BE W ENLARGED RESTROOM, PLANS gIJILr����GZONING P-1 MECHANICAL FLOOR PLAN DEC 5 zoos � kEviEwtD P-2 PLUMBING NOTES SCHEDULES �ac�onvilla Fire F,�Yz�kion Div. BY: & RISER DIAGRAW JAN ; , NO EXCEV11pN3 � £ � ,'' [� EXCEPTIONS A9 NOIEU CI7f CF AlUWti4`3.P�.,,i'1j SHEET BUIL[:iNG BtP}Nitv(j 4 ELECTRICAL ! Nov � oa I E-1 ELECTRICAL FLOOR PLAN & PANEL SCHEDULES: 1.01 pR Gilso EncH i JAN 24 200q DOfIERTY SOMMERS ARCHITECTS ENGINEERS 1639 BEACH BLVD. SUITES 14 & 15 JACKSONVILLE REACH, FL 32250 DESIGNER EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DRAWINGS. PHONE ( 904) 249 - 069E3 FAX (904) 241 -0691 THESE DRAWINGS. PLANS & DESIGNS ARE NOT TO BE REPRODUCED, COPIED OR USED IN ANY MANNER WITHOUT EXPRESSED WRITTEN PERMISSION AND CONSENT OF DOHERTY SOMMERS ARCHITECTS ENGINEERS, INC. THESE PLANS SHALL NOT BE DISTRIBUTED TO ANY PARTY WITHOUT SAID WRITTEN PERMISSION & CONSENT. NOVEMBER IT, ZOOS i ¢ Co V) WCD0 2Q 5Ld 1 U CD ¢ _ I cf� U U ce- 100'--0" OUT-TO-OUT OF CONCRETE i I i 2 3 4 w � � 25'-0*" 25'-0" 25'-0" 25'-0" ONE HOUR RATED PARTITION CONCRETE WALK 5' MTL SND PARTITION; 22 GA STUDS U 4411 0 16' O.C. WITH ONE LAYER OF 5/8" 3�'� CONCRETE PAD 32" ' TYPE "X' GYP BD ON EACH SIDE - � .. INSTALL PER UL 0419 160 P ❑ w I3 10, DOWNSPOUT, TYP. EXTEND GYP BOARD " va TAL " " 0 1 6 O I � SIDING DS TO AROUNDEG R 5 fi 5 fi -5 2--4 6"CONC a g BOLLARD, C E- o/ - 101A 1018 C � o X BRACING � Q CA a Fi7 3 EXTEND GYP BOARD do STUDS TO METAL SIDING AROUND GIRTS F E j a 2 2 TOILET � TOILET tai 103 104 too BAR N ETT to'(W)x,z'(H)COILING POOR I = U 1 2 0 2 SLOPE CEILING ABOVE TOILET ONE HOUR RATED PARTITION 10'-O'AFF.STARTING 6',25 GA METAL 6 MTL STUD PARTITION; 22 GA STUDS 016 O.C. Z 11*PESLOPR CEILING ABOVE TOILET 1 PER FT STARTING AT NTH ONE LAYER OF 5/8'TYPE"X"GYP BO ON EACH SIDE O 1'PER FT STARTING AT JAN JOISTS®24 O.C.WITH 1/2'GYB n U 10'-0"AFF. PROVIDE 6 25 GA METAL JOISTS 0 24"O.C. WITH 1/2"GYB SINK COVER TORAH OVER ROOM-LABEL"NOTA INSTALL PER UL U419 U N COVER OVER ROOM-LABEL"NOT A O STORAGE AREA" O ca O O BN o I. 0E31 1 --- of O Q m _ I SNB UP FOR FUTURE TENANT SPACE O WATER CONNECTION © OQ � 1021 m a U I O w (J] I F- 12'x 12'COILING DOOR d C7 = U Q F " hr7 ¢ T! 102C of `n N I R FE , X BRACING q n02A QC) 6'CONC o BOLLARD, DOWNSPOUT, TYP. TYP. 2 160P 32" CONCRETE PAD 1 6 0 PCONCRETE WALK i 25'-0" 25'-0" 25'-0" 25'_0" 0 in a 0 I � w WALL TYPE SCHEDULE Ui TYPE DESCRIPTION THICK. INSULATION NOTES z o f Z 6", 22" GA METAL STUDS 0 10" O.C. ONE HOUR FIRE RATED TENANT 1 WITH 5/8" TYPE "X" GYPSUM WALLBOARD 7 1/4" NONE SEPARATION WALL UL DESIGN U419 PRAWN BY: CAS ON EACH SIDE BRACE WALL 0 4'-0" O.C. HORIZONTAL TO LIMIT DEFLECTION TO L/240 FIRE SAFE TOP OF PARTITION TO CHECKED BY: CAS UNDERSIDE OF DECK W/MINERAL WOOL & FIRESTOPPING SEE HILTI DETAILS ON A-4 DATE: 11 -17-03 EXTEND GWB TO UNDERSIDE OF DECK FLOOR PLAN 2 3 5/8", 25 GA METAL STUDS 0 24" Q.C. 4 7/8" NONE BRACE WALL TO LIMIT DEFLECTION SHEET WITH 5/8 GYPSUM WALLBOARD ON EACH TO L/240 SIDE TO 10'-0" ONLY. 3 3 5/8", 25 CA METAL STUDS 0 24" O.C. 4 1/4" NONE BRACE WALL TO LIMIT DEFLECTION WITH 5/8" GYPSUM WALLBOARD'ON ROOM TO L/240 SIDE TO 8'•-0" ONLY. ---� DESIGNER EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DRAWINGS. THESE DRAWINGS,PLANS&DESIGNS ARE NOT TO BE REPRODUCED,COPIED OR USED IN ANY MANNER WITHOUT EXPRESSED WRITTEN PERMISSION AND CONSENT OF DOHERTY SOMMERS ARCHITECTS ENGINEERS,INC. NOTES: THESE PLANS SHALL NOT BE DISTRIBUTED TO ANY PARTY WTHOUT SAID WRITTEN PERMISSION&CONSENT. 1. PROVIDE FIREBLOCKING AND DRAFTSTOPPING IN PARTITIONS NOT EXTENDING FULL HEIGHT PER FBC 705.3. i I DRAWING 1 OF 4 p 5i- rro to n y s\Jowl'-U` oci-I Q00 CODE REQUIREMENTS o 5 1 A C � ! � � FLORIDA BUILDING CODE 2001, SECOND EDITION ; 2 30'-0"OUT-TO-OUT OF CONCRETE 0 too'-o"our-To-OUT of CONCRETE NEPA LIFE SAFETY 101 2001 EDITION V) B OCCUPANCY CLASSIFICATION: S--2 LOW HAZARD STORAGE FBC SECTION 312.2,2 (NEPA 3.3.134.14 & CHAPTER 42) CD CD _ 25'-0" 25'-0" 25'-0" 25'_0" 5'-0* 15-o CONSTRUCTION: FBC SECTION 608 - TYPE VI, UNPRTOTECTED, UNSPRINKLERED U ALLOWABLE HEIGHTS AND BUILDING AREAS: TABLE 500 - TYPE VI UNPROTECTED, UNSPRINKLERED TRANSLUCENT PANELS. Trp. MAX. HEIGHT -- 40'-0" COORDINATE LOCATIONS WITH PEMB SUPPLIER 1 1 2 MAX. STORIES -- 1 21 12 ALLOWABLE AREA -- ONE STORY w 6,000 SF PROVIDED AREA (GROSS): 3,033 5F � � � STORAGE ARNETT (TENANT 102TENANT ) AREA: 2,231 SF (GROSS) w Q FLDODU T FIXTU E, TYP. Ell � iii O � � aoa Ono TYPE A (UNPROTECTED) - TABLE 600 W LIGHT FIXTURE OVER DOOR, TYP. FLDODL GHT FTX RE, Trp. PARTY AND FIRE WALL 4 HOURS INTERIOR BEARING WALLS H SUPPORTING COLUMNS, OTHER BEARING WALLS OR MORE MORE THAN ONE FLOOR O HOURS SUPPORTING ONE FLOOR ONLY 0 HOURSE�4 co SUPPORTING ROOF ONLY 0 HOURSCo INTERIOR NONBEARING PARTITIONS 609.2, 704.1, AND 705.2 w w COLUMNS ZVI ELEVATIONNORTHELEVATION SUPPORTING OTHER COLUMNS ORWEST MORE THAN ONE FLOOR 0 HOURS o ^ SUPPORTING ONE FLOOR ONLY 0 HOURS SCALE: 1/8'- 1'-0" SCALE: 1/8"- 1'-0" SUPPORTING ROOF ONLY 0 HOURS w BEAMS, GIRDERS, TRUSSES & ARCHES C a SUPPORTING COLUMNS OR O MORE THAN ONE FLOOR O HOURS a SUPPORTING ONE FLOOR ONLY 0 HOURS SUPPORTING ROOF ONLY 0 HOURS I FLOORS & FLOOR/CEILING ASSEMBLIES 0 HOURS ROOFS & ROOF/CEILING ASSEMBLIES 0 HOURS EXTERIOR BEARING WALLS & GABLE ENDS OF ROOFS HORIZONTAL SEPARATION (DISTANCE FROM COMMON PROPERTY LINE OR ASSUMED �J PROPERTY LINE) 1 0 FT TO 3 FT 1 HOURS 0%) F"•""""I I � C A OVER 3 FT TO 10 FT 0 HOURS 20%) Q OVER 10 FT TO 20 FT 0 HOURS 40%) N 100'-0"OUT-TO-OUT OF CONCRETE 30'-0"OUT-TO-OUT OF CONCRETE OVER 20 FT TO 30 FT 0 HOURS (60%) Z ,,7 OVER 30 FT 0 HOURS (NL) © C:) J B EXTERIOR NONBEARING WALLSELI M 2 3 4 & GABLE ENDS OF ROOFS m PIP _ HORIZONTAL SEPARATION o a 25'-0" 25'-0" 25'-D" 25'-0" (DISTANCE FROM COMMON w PROPERTY LINE OR ASSUMED V) g m PROPERTY LINE) TRANSLUCENT PANELS. TYP. 0 FT TO 3 FT 1 HOURS W z COORDINATE LOCATIONS WITH PEMB SUPPLIER OVER 3 FT TO 10 FT 0 HOURS �O%) 20%) i 12 12 OVER 10 FT TO 20 FT 0 HOURS OVER 20 FT TO 30 FT OHOURS �407� 60% Q OVER 30 FT O HOURS (NL) II m I � I I NON--SEPARATED ACCESSORY OCCUPANCIES (FBC 704.1.2.2 ITEMS 3 & 5)f ADMINISTRATIVE AND CLERICAL OFFICES AND SIMILAR ROOM WHICH, !IN AREA PER STORY, ucFITFIXTURE DO NOT EXCEED 25 PERCENT OF THE STORY OF THE MAJOR USE WHEN NOT RELATED OVER DOOR, TYP. �i TO GROUP H OCCUPANICES NEED NOT BE SEPARATED FROM USES] TO WHICH THEY ARE ACCESSORY o I TENANT FIRE SEPARATION: IN A BUILDING OR PORTION OF A BUILDING OF A SINGLE OCCUPANCY CLASSIFICATION, WHEN ENCLOSED SPACES ARE PROVIDED FOR SEPARATE TENANTS, SUCH-SPACES SHALL BY BE SEPARATED BY NOT LESS THAN 1-HOUR FIRE RESISTANCE (FBC 704.3.1). ALL OCCUPANCIES ARE S--2; LOW HAZARD STORAGE. MEANS OF EGRESS: EAST ELEVATION SOUTH ELEVATION MINIMUM OCCUPANT LOAD - FBC TABLE 1003.1 (NEPA TABLE 7.3.1.2 & 42.1.7): WAREHOUSE (STORAGE) AREA: 300 GROSS SF PER PERSON I¢ SCALE: 1/8"= 1'-0" SCALE: 1/8"- 1'-0" OCCUPANT LOAD: i a BARNETT (TENANT 101) AREA: 802 SF (GROSS)/300 SF PER PERSON = 3 OCCUPANTS w STORAGE (TENANT 102„ ) AREA: 2,231 SF GROSS)/300 SF PER PERSON = 8 OCCUPANTS a TOTAL OCCUPANT LOAD 11 OCCUPANTS v / ROUNDED CONC. TDP MAXIMUM TRAVEL DISTANCE, DEAD END LENGTH, EXIT AND MEANS OF EGRESS WIDTH: TABLE 1004 v� 1/2” CROWN MAXIMUM TRAVEL DISTANCE TO EXIT (UNSPRINKLERED): 100 FT p Z I MAXIMUM DEAD END CORRIDOR LENGTH: 20 FT 1 EGRESS WIDTH PER PERSON SERVED: LEVEL = .02" (0.2" x 6 OCCUPANTS = 1.2" REQUIRED) j MINIMUM CORRIDOR AISLE WIDTH: 44" I w rK EXTERIOR ` A 2MINIMUM CLEAR WIDTH OPENING OF EXIT DOORS: 32" (32"/.02 PER PERSON = 160 PERSONS) Qf 6" 0 STL, PIPE BOLLARD MINIMUM CORRIDOR AISLE WIDTH: 44" C) Q' FILL PIPE W/ CONC. LL 1" & PAINT SAFETY YELLOW DOORS SHALL SWING IN THE DIRECTION OF EGRESS EXCEPT WHEN 3 SERVING AN OCCUPANT LOAD �- OF LESS THAN 50 (FBC 1012.1.2) Lai o SEPARATE TOILET FACILITIES: FLORIDA PLUMBING CODE 403.2, EXCEPTION 4 " SEPARATE EMPOLYEE FACILITIES SHALL NOT BE REQUIRED IN �= 1 CROWN OCCUPANCIES IN WHICH 15 OR LESS PEOPLE ARE EMPLOYED. ' w Z O CONCRETE PAVING 125P INDICATES EXIT OR EXIT ACCESS, NUMBER OF v) F " PERSONS (P) DISCHARGING AT EXIT OR EXIT ACCESS, . • • 4 32 AND EGRESS CLEAR WIDTH (AT DOORS). j d • • , p DRAWN BY: CAS FIRE EXTINGUISHER (UL RATING 2A-108:C) CLASS A FIRES (ORDINARY COMBUSTIBLE MATERIALS CHECKED BY: CAS o 4. SUCH AS WOOD, CLOTH, PAPER RUBBER AND MANY PLASTICS) MAXIMUM FLOOR AREA PER UNIT OF A = 1,500 SF DAZE: 11 --17 -03 INTERIOR MAXIMUM FLOOR AREA PER 2A UNIT = 3,000 SF j MAXIMUM TRAVEL DISTANCE TO AN EXTINGUISHER = 75 FT SHEET • d CONC. FOOTING r� °. ° TYPICAL PLANIA 2 %. 1'-0" r i PLAN BOLLARD E X T E R I R B L LA R D DETAIL DESIGNER EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DRAWINGS. THESE DRAWINGS,PLANS A;DESIGNS ARE NOT TO BE REPRODUCED,COPIED OR USED W ANY MANNER WITHOUT , " , „ A EXPRESSED THESE PLANS SHALL NOTTTEN MBESDISTR BU EDION AND NTONANYY PARTY WITHC+UT SAD WRITTEN PERMISSION CONSENT. DETAIL SCALE: 3' = 1 -0 SCALE: 1 = l'-O" DRAWING 2 OF 4 i Q O 00 c.0 vi o O wa_, � I Q U C A Q = � U U tz Q 30 - 0 a B � I � � Cn Q 15 —0 15 —D I 90 I c a Icm i 1212 V 21 1 .---- 2 CONTINUOUS GUTTER, TYP. N z H CIA o - DOWNSPOUTS, TYP. W �_ CL Co INSULATION, TYP. Q Ln GIRT ELEVATION 12'_6;, INSULATION, TYP. N METAL BUILDING jn O I 00 GIRT ELEVATION 7'-4" 2 _ O O 00 V jl LJ.I (n i J I GIRT ELEVATION w m o J tz Li Cn L SPLASH BLOCK AT DOWNSPOUTS, TYP. Li DRAWN BY: CAS CHECKED BY: CAS SLOPE GRADE DATE: 11 -17-D3 AWAY FROM BUILDING SHEET BUILDING SECTION SCALE: 1/2"= 1'-0" DESIGNER EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DRAWINGS. THESE DRAWINGS,PLANS&DESIGNS ARE NOT TO BE REPRODUCED,COPIED OR USED IN ANY MANNER WITHOUT EXPRESSED WRITTEN PERMISSION AND CONSENT OF DOHERTY SOMMERS ARCHITECTS ENGINEERS, INC. THESE PLANS SHALL NOT BE DISTRIBUTED TO ANY PARTY WITHOUT SAID WRITTEN PERMISSION %CUNSENT. DRAWING 3 OF 4 I FIRE RESISTANCE RATINGS - ANSI/U!. 263 _�...._.�..._.� ._..-._.._,_�..rv_�..�...�..�,.._._ .¢ 00 _U,K....�. _._.._..�...�.. .... System No. W4-1054 US ENGINEERING JUDGMENT FIRESTOP DETAIL Guide Information F Ratings- 1 and 2 Hr(See Items 1 and 3) PROJECT: BARNETT ! v T Rating-0 Hr DESIGN No. U419 L Rating At Ambient-Less Than 1 CFM/Sq Ft CONTRACTOR: DOHERTY SOMMERS W 0 July 03, 2003 L Rating At 400 F-4 CFM/Sq Ft F-RATING = 1-HR, (SEE NOTE NO. 3 BELOW) 6'-5" 6'-5" 2 Q FRONT VIEW SECTION A-A o I Nonbearing Wall Ratings-- 1. 2. 3 or 4 Hr(See Items 3 k 4 4 A A 6,-3j» CLEAR 6'-3J" CLEAR I-- Q U 3 1A � � � Ir- for Number of Loysrs Q U and Hourly Ratings ------ ��• �^ �' -�- $ss Ito"4 I ! 1 I LJ i -- _ - _ � _ - _ -_ - - - -_� --r- - - _ - -- _ -- _- - - - - - % L�A 2 19 II BOTTLE WATER I I I I _ -= COOLER I I I I BY OWNER I I I I BOTTLE WATER SECTION A-A I I I I I COOLER [, .4 d3A 2 I I /�- \ I I I BY OWNER wgi 7 I I 1.Wall Assembly The 1 or 2 hr fir.-rated gypsum wallboard/stud ural assembly shall be constructed of Du materials and in the manner UNISEX UNISEX C-0:11 =Ispecified in the individual U3W or U400 Series Wall and Partition I I I � -- 4 Designs tn the UL Fin Resistance Directory and shy indude the w ADA SIGN ♦ I I / ( TOILET I I / TOILET I , f ADA SIGN following construction features w .. 1. Floor and Ceiling Runners (Not shown) -- Channel shaped, fabricated from � O U I ( min 25 MSG corrosion-protected steel, min width to accommodate stud size, with A Studs Wal framingmay consist of either wood studs or steel channel studs. Wood suds to consist of norn 2 by 4 in.lumbi A I °¢ 1 O3 I I 1 04 I W min 1 in.long legs, attached to floor and ceiling with fasteners 24 in.OC max. spored t8 in.DC Steal studs a b•min 2-1/2 0c wide and a0 I I I r spaced max 24 in.DC. When steel studs are used and the diam 2.5e2! Studs--Channel shaped, fabricated from min 25 MSG corrosion-protected of opening exceeds the width of stud cavity,the opening shah sleet,min width as indicated under Item 4, min 1-1/4 in. flanges and 1/4 in. return, be framed an al sides using lengths of steel stud installed _ I I ` / I spaced a max of 24 in.OC. Studs to be cut 3/8 to 3/4 in.less than assembly height. between the vertical sleds and screw the wlbd to the steel etude I D" al each end.The framed opening in the ural shat be 4 to 8 in. wider and 4 to 6 in.higher than the diam of the penetrating item q '�» 00 3. Botts and,Blanketse-- (Required as indicated under Item 4)-- Mineral wool such that, when the penetrating item is installed in the opening, O� \ / I (Q4 W butts, friction fitted between studs and runners. Min nom thickness as indicated under a 2 to 3 in.clearance u present between to penetrating iter / F]7 \ I / to Item 4.See Botts and Blankets(BKNV or BZJZ)Categories for names of Classified componies. and the framing an al four skies, C7 3A. Mts_and Blanket (Optional) •-- Placed in stud cavities, any glass fiber or e ~- mineral wool insulation bearing the UL Classification Marking as to Surface Burning eIFi� 1. STANDING SEAM METAL ROOF DECK ASSEMBLY (NON FIRE-RATED). I Characteristics and/or Fire Resistance. See Batts and Blanket s(BKNV err BZJZ) 4Lab,r t0,4�el 2. GYPSUM WALL ASSEMBLY (UL/ULC CLASSIFIED) (1-HR. FIRE-RATING). x o ^ Catgyaies for names of Classified companies. rwcsrar sn,EMs sown 27,2000 C US I d 1 L - Y - - - - - - - - - tP o 3. MINERAL WOOL (MIN. 4 PGF DENSITY) COMPRESSED 33% AND INSTALLED FLUSH WITH OUTER 4.GwsumBoard•-- Gypsum panels with beveled, square or tapered edges,applied SURFACES OF WALL ASSEMBLY. - _ - - _ _ vertically or horizontally. Vertical joints centered over studs and staggered one stud n yen ( 4. MINIMUM 1/8 (WET) THICKNESS HILTI CP 672 SPEED SPRAY TO COMPLETELY COVER MINERAL f I I ' cavity on opposite sides of studs. Vertical joints in adjacent layers multilayer � � W � Z systems)staggered one stud cavity.Horizontal joints need not be backed by steel System No.W-L-1054 WOOL AND TO OVERLAP A MINIMUM 1/2" ONTO BLOCK WALL AND METAL DECK, I I JAN I x to framing. Horizontal edge joints and horizontal butt joints on opposite sides of studs F Ratings- 1 and 2 Hr(See Items 1 and 3) © 0;o need not be staggered. Horizontal edge joints and horizontal butt joints in adjacent T Rating-0 Hr I 0 SINK Q a layers(multiloyer systems)staggered a min of 12 in. The thickness and number of L Rating At Ambient-Less Than 1 CFM/Sq Ft layers for the 1 hr, 2 hr, 3 hr and 4 hr ratings are as follows: L Rating At 400 F-4 CFM/Sq Ft NOTES : 1. MAXIMUM WIDTH OF JOINT = 2". 8'-0" HIGH GYP I 8'-0" HIGH GYP 2. T-RATING MAY NOT EQUAL F-RATING IN ACCORDANCE WITH UL 2079. BOARD CEILING ON 6", I I BOARD CEILING ON 6", Wallboard Protection Each Side of Wall 3. FIRE-RATING OF ASSEMBLY IS ONLY AS GOOD AS PERFORMANCE OF 25 GA METAL STUDS I I 25 GA METAL STUDS No. off Layers Min Thins METAL ROOF DECK ASSEMBLY UNDER FIRE CONDITIONS. 0 24" O.C.; EPDXY PAINTED I ( ® 24" O.C,; EPDXY Rating Min Stud & Thins of insulation I Depth of Panel (Item 3) PAINTED 1 3-1/2 1 layer. 5/8 in. thick Optional THIS ENGINEERING JUDGMENT REPRESENTS A FIRESTOP SYSTEM THAT WOULD BE EXPECTED TO PASS THE STATED RATINGS IF TESTED. 1 2-1 2 1 to 1 r, 2 in. thick 1-1 2 in. I i i 1 1-578 1 Ice r, J/4 in. thick Optional 8.Gypsum Doorde 5/5 in.thick 4 ft aids with square or tapered (REFERENCE : UL SYSTEM NO. HW-D-0190) 2 1- 8 2 Ayers, 1n. t lc Optlono edges The gypsum wallboard type,thickness,number of layers, fastener type and sheet orenlotion shall be as specified in the HILTI Inc. sleet 1 of 1 pyo ' Na I 2 1-5 8 2 Ayers, 8 tn, thick- Optional individual U300 or U400 Series Des to the UL Fire Resistance ' a in. t Ic in. Directory.Max diam of opening is 32 1/4 in.for steel stud walls. C__=0EE==D=0 � Tulsa, Oklahoma USA(918) 252-6000 y 3 1-5 8 3 to ers, 1 2 in. thick Optional Max diam of opening is 14-1/1 in. for wood stud walls. 3 1-5 8 2 iv rs, 3/4 in. thick Optional The F Rating of the firestop system w equal to the tin rating of the 35480b ENLARGED TOILET ROOM PLAN ~' wapassemWy. FIRESTOP SYSTEMS s:\firestop\Brett.bmp A't0 NOV. 11,2003 3 - 8 3 layers, 8 in. thick 0 tional 2.Through-lone one metallic pipe,conduit or tubing to be installed n 4 1-5 8 4 layers, 5/8 in. thick Optional either concentrically or eccentrically within do firestop system.M annular layers. rn. t Ic p lona space of min 0 in.to max 2-1/4 in.is required within firestop system. Saving Lives through Innovation and Education N 4 2-1/2 2 layers, 4 in. thick 2 in. Pipe.conduit or tubing to be rigidly supported on both sides of wall SCALE: V20- 1,-Oe assembly,The following types and size of metallic pipes,conduits or Z ►�7 tubing may be used: ~� p CANADIAN GYPSUM COMPANY-- 1/2 in, thick Type C,IP-X2 or IPC-AR: A Steel Pipe Nom 30 in diam(err smaller)Schedule 10(err heavier) O Q J WRC, 5/8 in. thick Type AR, C, IP-AR, IP-X1,IP-X2, IPC-AR, SCX, SHX, WRX or steel pipe. O LL WRC; 3/4 in. thick Type IP-X3,ULTRACODE, ULTRACODE SHC or M iron Pipe Nom 30 in.diam(or smaller)cost or ductile iron pipe. ULTRACODE WRC. C.CondutT Nin 4 in diam(or smaller)steel eiectrical metallic tubing m or 6 in diam steel conduit TOILET ACCESSORY LEGEND -- - z 42'MN- O 0.Copper Tubing Nam 6 in.diam(or smaller)Type L(or heavier) NOTES t� copper tubing 1. HANDICAP ACCESS MOUNTING DIMENSIONS PULL F--_---_- -� LlJ E Copper Pipe Nora 6 in diam(or smciler)regular(or heavier)copper wer� IF "B" DIM. (!) CO (JNITED SrtATES GYPSUM_CQ-- 1/2 in. thick Type C,IP-X2,IPC-AR or WRC; pipe• SURFACE MTD. PAPER ARE VERY CRITICAL AND HAVE NO MINUS Li I PULL I Olossoosoll 5/8 in. thick Type SCX, SHX, WRX,Ip-X1, AR,C, WRC,FRX-G,IP-AR, IP-X2, a Fig,Vod or Coolly Material"-Sealant Min 5/8 in a 1-1/4 in thckness a TOWEL DISPENSER (TRASH RECEPTACLE BY OWNER) I 113 x 3O MIRROR TOLERANCES. MOUNTING LOCATION OF TOILET Q m 36•MIN. a ♦� IPC-AR; 3/4 in, thick Type IP-X3,ULTRACODE, ULTRACODE SHC or ULTRACODE WRC, d Gtl motorial applied within the annulus,flush with bath airforce of wap ACCESSORIES TO BE IN ACCORDANCE WITH ? e IF "A" DIM. z v 1 W C/7 for I a 2 hr walla,respactvley.At Ua print contact location between pipe A.DA TITLE 111 & CHAPTER 1 1 OF THE a 4 � 1 and wall,a min 1/2 in.diom bead of fill material shall be applied at the DOUBLE TOILET PAPER HOLDER FLORIDA BUILDING CODE. `D I� `R 3 z4• D. 1. pipe covering/wall interface on both surfaces of wap. 10 I HILTI CONSTInIMN CNEYKAA DN HANDICAPPED GRAB BAR : MIN. USG_MEXIC A DE C�L-- 1 2 in. thick T e C, IP-X2,IPC-AR or WRC; 5 8 in. SURFACE MTD. SOAP DISPENSER � I-- 2S- / YP / HILTI INC-f5-One Sealant 2. ALL DIMENSIONS SHOWN ARE FROM FACE OF I � Q thick Type AR, C, IP-AR,IP-Xt, IP-X2, IPC-AR, SCX, SHX, WRX, WRC or; 'Bearing the UL Classification Mark FINISH. FINISH THICKNESS MUST BE ADDED 3/4 in. thick Type IP-X3, ULTRACODE, ULTRACODE SHC or ULTRACODE WRC. TO ANY ROUGH IN DIMENSIONS. 1 I LelLn I I I I z4or I MIN. 4A. GwY Q� I 1 Usum Board -- (As an alternate to Item 4) -- 5/8 in. thick, 2 ft. wide, If N aDUJ= I I I I tongue and grvave edge, applied horizontally as the outer layer to one side of the assembly. Secured as described in Item 5. Joint covering(Item 7)not required. Lr-�ILJL_�LJ LJ ;,'Ln ,4c°"'"1't„r,of �� .� I rrr[sroP 9y5TEMS Nwvn*27;cam C U5 ,Dge z w S aC3� PUSH ro i PUSH CANADIAN GYPSUM COMPANY-- Type SHX. _ L-________-J _ L____________J FINISHES DOORS AND HARDWARE 54'MIN. 1. PAINT ALL GYPSUM WALLBOARD PARTITIONS, 1. , ,PERSONNEL DOORSPAINTED3 -0 -0 3 4DOORS 101 C & 102C (SEE FOR SIZES) UNITED STATES GYPSUM CO-- Type SHX. ' " x 7' " x 1 / " LOA COILING DOORS (W-6 WIND LOADING) PROVIDE EPDXY PAINT IN TOILET ROOMS WALLS AND CEILING. 2. ALL FRAMES TO BE WELDED HOLLOW METAL - PAINTED. WEATHERSTRIPPING ON SIDE TRACKS fn USG MEXICO S A DE C -- Type SHX. 2. PROVIDE 4" VINYL BASE IN TOILET ROOMS. 3. SEE STRUCTURAL DRAWINGS FOR DESIGN PRESSURES. VINYL BOTTOM SEAL HINGE SIDE APPROACH LATCH SIDE APPROACH 2C 3. PROVIDE CONCRETE SEALER ON EXPOSED CONCRETE. 4. PROVIDE LEVER TYPE COMMERCIAL (ANSI A156.2, 1996, SERIES 4000, GRADE B) SLATS: 2 1/2" GALVANIZED, INSULATED, INTERLOCKING SLATS, (REF FIG 25 FLORIDA VUILDING CODE CHAPTER 11) 4. PROVIDE MOISTURE RESISTANT GYPSUM BOARD ON WET WALLS. GRADE DOOR HARDWARE (ANSI A117.1 COMPLIANT), 22 GA OUTSIDE SLAT. 24 GA INSIDE SLAT, GALV PER ASTM A 525 5.Fastener -- (Not shown) -- Type S or S-12 steel screws used to DOORS 103 & 104 DOORS 101A. 101B, 102A & 102B (BY PEMB SUPPLIER) WITH RUST INHIBITIVE PRIMER attach panels to studs(Item 2)or furring channels(Item fi). Single PRIVACY ILOCKSET LOCKSET HOOD: 24 GA GALVANIZED HOOD WITH INTERMEDIATE SUPPORTS CD layer systems: 1 in,long for 1/2 and 5/8 in, thick panels or 1-1/4 in. 1 1/2 PR BUTT HINGES 1 1/2 PR BUTT HINGES GUIDES: 24 GA GALVANIZED ROLL FORMED STEEL SHAPES ATTACHED TO long for 3/4 in. thick panels, spaced 8 in. OC when panels are applied 3 DOOR SILENCERS 3 DOOR SILENCERS CONTINUOUS GALVANIZED STEEL WALL ANGLES horizontally, or 8 in. OC along vertical and bottom edges and 12 in. OC 1 WALL STOP 1 WALL STOP COUNTERBALANCE: HELICAL TORSION SPRING TYPE. HOUSED IN STEEL TUBE 4e MIN. LN in the field when panels are applied vertically. Two layer systems: First 1 THRESHOLD (ADA/FBC COMPLIANT) OR PIPE BARREL, SUPPORTING THE CURTAIN WITH DEFLECTION LIMITED layer- 1 in. long for 1/2 and 5/8 in, thick panels or 1-1/4 in. long for 3/4 in. thick panels, spaced 16 in. OC. Second layer- 1-5/8 in. long for WEATHERSTRIPPING 0 SPRING SHALL BE ADJUSTABLE. �__-_____ _ _ 1/2 in., 5/8 in, thick panels or Z-1/4 in. long for 3/4 in. thick panels, MANUAL OPERATION: MANUAL PUSH UP, CHAIN HOIST 1O Q W LOCKING: INSIDE BOTTOM BAR SLIDE BOLT i O spaced 16 in.OC with screws offset 8 in. from first layer. Three-Moyer I I systems: First layer- 1 in, long for 1/2 in., 5/8 in. thick panels, spaced 24 in. OC. Second layer- 1-5/8 in, long for 1/2 in., 5/8 in. thick panels, 1 PU4L P SH I PULL PUSH W spaced 24 in. OC. Third layer- 2-1/4 in. long for 1/2 in., 5/8 in, thick panels �► I clary �� or 2-5/8 in.long for 5/8 in, thick panels, spaced 12 in, OC. Screws offset min 6 in. from layer below.Four-layer systems: First layer- 1 in. long for 1/2 in., L___ 5/8 in. thick panels, spaced 24 in.OC. Second layer- 1-5/8 in, long for 1/2 in., cn MIRROR -�- ~���- J 5/8 in. thick panels, spaced 24 in. OC. Third layer- 2-1/4 in, long for 1/2 in. thick CRAB 13AR Q panels or 2-5/8 in.long for 5/8 in, thick panels, spaced 24 in, OC.Fourth layer- 2-5/8 in, U 60'MIN. 49•MIN. g4• HOT WATER dr r long for 1/2 in. thick panels or 3 in. Zang for 5/8 in, thick panels, spaced 12 in. OC. Screws TOILET PAPER = I I d' 10 10 d O_ offset min 6 in, from layer below. HOLDER MIN, INSULATED WHEREE FEMININE NAPKIN EXPOSED ly 6. Furring Channels-- (Optional, not shown, for single or double layer systems)-- 's" �t DISPOSAL 12 4z" KNEE CLEARANCE Z O Resilient furring channels fabricated from min 25 MSG corrosion-protected steel, 9 tVtAx I MIN, MIRROR spaced vertically a max of 24 in.OC.Flange portion attached to each intersecting RIM 1 IO"I j 1e" Q- stud with 1/2 in. long Type S-12 steel screws. Not for use with Item 4A. 1 m f I I I 1 MIRROR W MIRROR O ARROW INDICATES i C7 D 30� I 1 I Uw sr/ SHELL* DIRECTION OF t j 7. Joint Tope and Compound -- Vinyl or casein, dry or premixed joint compound g Q L -- -J L_____��__-� �� APPROACH FRONT APPROACH & W applied in two coats to joints and screw heads of outer layers. Paper tape, nom 2 in. U. w wide, embedded in first layer of compound over all joints of outer layer panels. Paper ; n 48 3 �� HINGED DOORS IN SERIES 24" PREFERRED tape and joint compound may be omitted when gypsum panels are supplied with a o p (REF FIG 25 FLORIDA BUILDING CODE CHAPTER 11) square edge. e" FINISHED WALL TO 36'MAx. L. j CD CENTERLINE OF WATERCLOSET - '"-- s• MAX, O 12" MIN. w/ CLOSER 8. Siding. Brick or Stucco-- (Optional, not shown) -- Aluminum, vinyl or steel siding, brick veneer or stucco, meeting the requirements of local code agencies, ELEVATION-TOILETELEVATION--TOILET ELEVATION-LAV. PIAN-LAV, ELEVATION-MIRROR & LATCH installed over gypsum panels.Brick veneer attached to studs with corrugated metol (REF. FIG. 29 FLORIDA BUILDING CODE CHAPTER 11) HALL HUNG LAVAT RY wall ties attached to each stud with steel screws, not more than each sixth course of OR (REF. FIG. 31 FLORIDA 13UILDING CODE CHAPTER 11) W brick. (REF. FIGS. 31 & 32 FLORIDA BUILDING CODE CHAPTER 11) MIRRORS C2 O 9. Caulking and 5ealontg4 -- (Optional,not shown) -- A bead of acoustical sealant applied around the partition perimeter for sound control. � y UNITED STATES GYPSU -- Type AS x rU U MOUNT ON LATCH Ll Ll SIDE Or DOOR 11 DRAWN BY: CAS 'Bearing the UL Classification Mork d I I I I SOAP DISPENSER SOAP DISPENSER - r' t / / z 5 CHECKED BY: CAS 1 1 HANDLE CJ � U U f f�l����� DISPLAY CONDITIONS Z w I 6 I I I i a TT�TT-' (HIGH CONTRAST) ----------------------------------------------------- I_ a o cz� I I 1 1 x I ! 1 I I I (� X a L-I-d-=1�-- I I i-4--CABINET WHERE ® C71 1 I ! DATE: 11 -17-o3 Q a I I S er 1 I SHOWN ON PLANS Ce 1 6 11 UL Listed and Classified Products ¢ z I I g x --� v1 2 x I I� I I �d L_ 30_ J a L` t_-1_"r UL Recognized Components - CO a PLAN-PAPER-TOWEL DISP Q a ya x Products Certified for Canada uI & WASTE RECEPTACLE o z I I ELEVATION-SIGNAGE DETAIL--SIGNAGESHEETCIO I L._30�_J This page and all contents are Copyright 92003 by Underwriters Laboratories Inc..C, op _ PLAN-PAPER SIGNAG ELEVATION-PAPER TOWEL DIS /7"7777E TL P. n °7 2 TOWEL DISPENSER (REF. FIG, 43 & 11-4.30 FLORIDA BUILDING CODE: CHAPTER 11) The appearance of a company's name Or product in this database does not in itself ELEVATION-SO DISPENSER assure that products so identified have been manufactured under UL's Follow-Up Service. ELEVATION-FIRE EXTINGUISHER Only those products bearing the UL Mark should be considered to be Listed and coveredELEVATION--PAPE$under UL`s Follow-Up Service. Always look for the Mark on the product. FIRE TOWEL DISPENSE13MANEUVERING CLEARANCES AT UL permits the reproduction of the material contained an UL's Website (REF. FIG. A8 ADA subject to the following conditions: 1• The Guide Information, Designs and/or Listings(files)must be presented in their entirety and in a DOORS AND SIGNAGE non-misleading manner, without any manipulation of the data(or drawings). 2. The statement"Reprinted from the Online Certifications Directory with permission from Underwriters Laboratories Inc."must appear adjacent to DESIGNER EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DRAWINGS. the extracted material, In addition, the reprinted material must include THESE DRANNGS,PLANS&DESIGNS ARE NOT TO BE REPRODUCED,COPIED OR USED IN ANY MANNER WITHOUT a copyright notice in the following format: "Copyright +2003 Underwriters FIXTURE ACCESSIBILITY GUIDELINES EXPRESSED WRITTEN PERMISSION AND CONSENT OF DOHERTY SOMMERS ARCHITECTS ENGINEERS, INC. DRAWING 4 Q� 4 Laboratories Inc.," THESE PLANS SHALL NOT BE DISTRIBUTED TO ANY PARTY WITHOUT SAIDI WRITTEN PERMISSION do CONSENT. I ', I i a: w d ? z w w U V) W W If GENERAL STRUCTURAL NOTES & DESIGN CRITERIA GOVERNING CODES AND STANDARDS: ° of a ACI, AWS,BUILDING LG CODE . 2001 EDITION 00 . . . . . . . . . . . . . . LATEST EDITIONS N 0 IN 14. � � w ¢ (� H 0Uj N Q � 2 3 a 5 LIVE LOADING: - 20 PSF, WITH REDUCTION PER CODE J N � 0) t _ I--- ROOF LIVE LOAD . J o » too -o WIND LOADING: ¢ Q Co N BASIC WIND LOAD . . . . . . . . . . . . . . . . . . . . 120 MPH z 2s-o" I zs-o" I 25'-0" I 25'-0" WIND IMPORTANCE FACTOR . . . . . . . . . . . . . . . 1.0 Q � m o 0 ROD BRACING TYP. p rn WIND EXPOSURE CATAGORY . zd EDGE OF SLAB SEE METAL BLDG. 2 o EDGE OF SLAB BUILDING CATAGORY . . IIB 0 a .. U C _ DRAWINGS I s-t I I I w INTERIOR PRESSURE COEFFICIENT . . . . . . . . . . . . +0.18 - Q X C PRESSURES ON COMPONENTS & CLADDING . . . . . . . SEE THIS SHEET w CC SOILS: cr_ 0o o ALLOWABLE SOIL BEARING PRESSURE . . . . . . . . . . 2500 PSF (ASSUMED) FW- N a �_ I O, MATERIALS: Z I g CONCRETE (NORMAL WEIGHT, 28 DAY COMPRESSIVE STRENGTH) a ILO CJ '" SLAB ON GRADE . . . . . . . . . . . . . . . . . . . . 4000 PSI w/ 467 STONE Lj ¢ NNro4 r REINFORCING . . . . . . . . . . . . . . . . . . . . . . _� nwo -J .i ASTM A615 GR 60 6 CONC. SLAB N WELDED WIRE FABRIC . . . . . . . . . . ASTM Al5 05 1 U3 W/sx6-W2.9xw2.9 WWF 3 Ln 12 w o) 2 FLAT MATS STRUCTURAL STEEL . . . . . . . . . . . . . . . . . . . ASTM A36 = rnN B Lj U v v c� ON VAPOR 13ARRIER c� v i o B HIGH-STRENGTH STRUCTURAL STEEL . . . . . . . . . . ASTM A992 U V)o `� `= 3 &COMPACTED&TREATED FILL a- o J�F S-t � ¢ M STEEL. PIPE . . . . . . . . . . . . . . . . . . . . . . . ASTM A53 elf REF. F. F. EL. = 0'-0r C = CJ 0 o GRADE B, FY=35KS1 F- - n.U LO ANCHOR BOLTS . . . . . . . . . . . . . . . . . . . . . ASTM A36 '�a Y w 8 Q `� HIGH STRENGTH BOLTS . . . . . . . . . . . . . . . . . ASTM A325 w U LL: Js-t 1C4 WELDS . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . E70 SERIES ELECTRODES r`m PRE-ENGINEERED BUILDING: CONFORM TO THE APPLICABLE REQUIREMENTS OF THE METAL BUILDING " L - -"' ' - - - - - --- - -- _-- - --- -- --- -- - _ -- - --- - --- - -� MANUFACTURERS ASSOCIATION (MBMA) METAL BUILDING SYSTEM MANUAL. Q _ a A - �"� Q A NOTES FOR PIPING SYSTEM SUPPORTS: xII PRE-ENGINEERED I 4 1. FOR ALL PIPING SYSTEM LOADING CONDITIONS, OBTAIN APPROVAL FROM w EDGE OF SLAB EA. COLUMN J)2 AB MRPIN COLUMNS TYP. PRE-ENGINEERED METAL BUILDING MANUFACTURER PRIOR TO FABRICATION t/s-t s-t EDGE OF SLAB USING THE FOLLOWING GUIDELINES: 2. IN ALL CASES, LOADS SUPPORTED FROM ROOF STEEL SHALL BE APPLIED IN A MANNER SO AS NOT TO EXCEED 2 PSF. U- FOUNDATION PLAN 3. PIPING LINES OF 3" TO 5" DIAMETER SHALL BE SUPPORTED LE SCA z 0 PURLINS. FOUNDATION NOTES: 4. PIPING LINES OF 5" AND 6" DIAMETER SHALL BE SUPPORTED FROM 1) REFER TO GENERAL NOTES & ]DESIGN CRITERIA. w EVERY PURLIN, AND LINES OF 4" OR SMALLER SHALL BE SUPPORTED CL 2) VERIFY ALL COL !LOCATIONS, ANCHOR BOLTS, DIMENSIONS AND ROOF FRAMING W/ METAL BLDG MANUF. & APPROVED ANCHOR FROM EVERY OTHER PURLIN IF THE LINES RUN PERPENDICULAR TO z BOLT LAYOUT PLAN. THE PURLINS. 3) TOP OF ALL FRAME FOOTING ELEVATIONS = 0'-0" (REFERENCE ELEVATION) SEE CIVIL FOR ACTUAL ELEVATION TYP. U.O.N 4) THE METAL BUILDING MANUF. SHALL DESIGN THE RIGID FRAMES AND HORIZONTAL ROOF DIAGONAL BRACING TO SUPPORT MISCELLANEOUS NOTES: r n THE WIND LOADS SHOWN IN THE DESIGN CRITERIA. 1THE STRUCTURAL STEEL ERECTOR SHALL PROVIDE THE NECESSARY . �J Q q 5) REFER TO DETAIL 5/S-1 FOR SLAB CONTROL JOINT (CJ) DETAILS. BRACING DURING ERECTION AND UNTIL ALL STEEL IS PLUMB AND z 6) SEE ARCH, DRAWINGS FOR DOOR LOCATIONS. SECURED AND MUST NOT BE REMOVED UNTIL THE STRUCTURE IS CLQ COMPLETLY ERECTED, 0 0 2. TEMPORARY BRACING: < Ley. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TEMPORARY BRACING THAT (:) IS REQUIRED DURING CONSTRUCTION TO KEEP STRUCTURE SAFE AND PLUMB z UNTIL THE ENTIRE STRUCTURE IS IN PLACE. BRACING SHOWN ON DRAWINGS CJ3 IS FOR THE COMPLETED STRUCTURE ONLY. Q co 3.COMPATIBILITY WITH OTHER METALS: T SLAB ELEV. = 0'-0" iIII- OF COL. COPPER MATERIALS SHALL NOT BE USED IN DIRECT CONTACT WITH 0 o EDGE OF SLAB I METALIC COATED STEEL MEMBERS OR COMPONENTS. w�-�r EDGE OF SLAB _t - G 4. STANDING SEAM ROOFING COVER: �y OF RIGID FRAME COL. SUBMIT SIGNED AND SEALED SHOP DRAWINGS OF PANELS, CLIPS, AND LL. ,F3 COL. & BASE PL a 1 , TYP FRAME i BY MTL BLDG. FASTENERS TO RESIST UPLIFT FORCES GENERATED FROM LOADS LISTED MANUF. _ 21-0'1 ABOVE. 0 2 MTL SIDING, I COL. & BASE PL ANCHOR BOLT a 5. UNLESS OTHERWISE SHOWN ON DRAWINGS, MINIMUM CLEAR COVER FOR } BY MTL BLDG. MTL SIDING, I ADD CORNER BAR I ' ITS MANUF. WELDED WIRE FABRIC ANGLE N REINFORCING SHALL BE AS FOLLOWS BY MTL. BLDG. I FOOTINGS . . . . . . . . . . . . . . . . . . . . 3" REINFORCING & GIRTS I WELDED WIRE FABRIC MANUF. SEE PLAN 6.ALL REINFORCING SHALL BE HELD SECURLEY IN POSITION WITH STANDARD 1#5 HAIRPIN M MTL. BLDG. REINFORCING ACCESSORIES DURING PLACING OF THE CONCRETE. RU. CO(.. I HAIRPIN DET. 1/5-1 MANUF. I SEE PLAN 03 CTR IN SLAB T SLAB EL 7.ALL STRUCTURAL OPENINGS AROUND OR AFFECTED BY MECHANICAL, I T SLAB ( ELEV. = 0'-0" ELECTRICAL AND PLUMBING EQUIPMENT SHALL BE VERIFIED WITH GRA)E ELEV. = 0'-0" G pE SEE PLAN EQUIPMENT PURCHASED BEFORE PROCEDING WITH STRUCTURAL WORK. o OUTER A.B. I SEE PLAN ANCHOR BOLTS SEE PLAN & DETAILS ? SEE 2 S-1 �. PLACE HAIRPINS BELOW TOP LAYER OF TYPICAL: - , I ' _ 3-#5 CONT. TOP & BOT. / FOR FTG SIZE & REINF. w SLAB REINFORCEMENT. SEE SECTION 2/S-1. I I #3 TIES ® 24 C/c. TYP. 3-#5 CONT. TOP & BOT, iy ANCHOR BOLTS PER USE 3-#3 TIES @ 8" c/c " #3 TIES @ 24" c/c. TYP. APPROVED SHOP ON BOTH SIDES OF COLS. _ 2 -0 USE 3-#3 TIES (9 8" c/c DWG'S 10ON BOTH SIDES OF COLS. V j , 2 _6„ 2,_0„ V) z o � O F= TYPICAL HAIRPINS @ COL. LINES TYP. C� COLUMNS 2 TYP. @ WIND COLUMNS 3 CORNER REINF. DETAIL 4 a SCALE: 1/2' # t'-0" SCALE: 1/2- t'-0 SCALE: 1/2 a 1'-0 I SCALE: 1/2" � 1'-0" � U FLORIDA BUILDING CODE 2001 w r I, La „ -4" X4.5" DIAMOND DOWEL NOTE: DESIGN PRESSURES FOR COMPONENTS & CLADDING y N2 RADIUS DETAIL APPLICABLE TO "L" OR "T - s w BY PNA C� 18' 0.0 SEE DET. $_� VERSION 1.02 V) INTERSECTION OF CONSTRUCTION ( ) JOINTS. FOR INFO. NOT SHOWN BUILDING DATA JOB INFORMATION q I W La Wind Velocity(mph) Company Structures Intemational FIRST CONC. POUR SECOND CONC. POUR U --� �- WELDED WIRE FABRIC ( p ) 120 0 6"DIA. STD. PIPEREINFORCING p Y Importance Factor 1.00 Prepared B MSK ao NOTE: FILLED w/CONC. SEE PLAN $ " Exposure Category B z DOWELS MUST BE SAWED GUARD POST @ - Directionality Factor(kd) 0.85 Client Name Bill Bamed DOOR OPNGS. SEE PLAN Internal Pressure Coefficient 10.18 Li NOT SHEARED o T SLAB iE CONSTRUCTION JT I " " Job Description Barnett Building CONST. JT. ELEV 0 -0 GRADE Mean Roof Height(ft) 18.00 1 V - x °x �c -x---x x--x _ JOB N0. J S O 2 JT FIN. FLR. 18'cLR. Building Width(ft) 100.00 SAWCUT N2"Xd/4 WITH A WET BLADE -i---- F- I Building Length(ft) 30.00 j NOTE: SEE SAME DAY ON EARLY POUR OR t A ARCH PLAN " Roof Slope (x:12) 2.00 Jab Number 3S023 DRAWN: MSK FIRST THING NEXT MORNING ON t 1 FOR EO 5 N 3--#5 CONT. TOP & BOT. WALL O©CAtlnt�� LATE POUR. ) -s' �z'rrp #3 TIES @ 24" c/c. TYP. .T _ VYr'1 OPENINGS '- NOTE: _ USE 3-#3 TIES @ 8 c/c DATE: 11/07/03 ALL FILL COMPACTED & (3)--wx-wx1'--4" ;� GUARD POST @ ON BOTH SIDES OF COLS. 2'-0" OPENING OPENING LOCATION OPENING OPENING DIMENSIONS MAXIMUM POSITIVE MAXIMUM NEGATIVE pWIDTH(inches) HEIGHT inches) PRESSURE s PRESSURE ps SCALE: AS NOTED © TREATED 95� MODIFIED SQUARE DOWEL w/ CLIP-ON tz"sa. � CORNER MARK DESCRIPTION ZONE ELEV.(ft) -rrI PROCTOR MAX. COMPRESSIBLE FOAM A Door 4 5.00 36.0 84.0 22.6 -24.5 CONTRACTION JT DRY DENSITY (SIMILAR TO EXPANDO-LOK (ASTMD 1557) BY PERMABAN} 8 poor 5 5.00 36.0 84.0 22.6 -29 3 DRAWING NO. C Coilin Door 5 5.00 144.0 144.0 19.7 -23.5 SLAB JTS DET. 4" AND THICKER ALTERNATE DOWELS AT G GUARD POST DETAIL 7 SLAB EDGE DETAIL 8 A O CONSTRUCTION JOINT a SCALE: 1/2r '- t'-o" SCALE: t 2" - to" DESIGN PRESSURES S-1 W n � N ry C) W � O � W a_ z IL - W +z Q U 1 5 � I w � � w o 2 3 4 H � w 4" SANITARY SEWER--SEE DUMP STATION CIVIL PLANS FOR CONTINUATION BY CIVIL CD � � a E.C.O. 1/2" SHUTOFF VALVE 'i 1 HOSE BIB C C X BRACING 4" SS �J HOSE BIB TOILET P-1 103 P-1 2" VTR �---� 4" FD 6C DO 4" FD JOILET BARNETT ! L P-2 P-2 �� 4 FD © o �.. 104 101 ) o �c P-3 I I o z Q 3/4" CW 1/2" CW m m Mi O W cn , STUB OUT FOR FUTURE I nx Z TENANT PROVIDED FIXTURE 2" VTR tzn l l 3/4' CW 1 1 ' CW TENANT SPACE _ l 102 7® 4"FD I I FE 1/2" SHUTOFF VALVE HOSE BIB X BRACING 1/2" CW rl A - A HOSE BIB I � � I I I O LL 4r_ 1" CW -- SEE CIVIL PLANS z FOR CONTINUATION Q w CD 1 2 3 4 5 O z DRAWN BY: CMD CHECKED BY: CMD DATE: 11-17--03 PLUMBING FLOOR PLAN SHEET SCALE: 1/4"= 1'-0' DESIGNER EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DRAWINGS. THESE DRAWINGS,PLANS&DESIGNS ARE NOT TO BE REPRODUCED, COPIED OR USED IN ANY MANNER WITHOUT EXPRESSED WRITTEN PERMISSION AND CONSENT OF DOHERTY SOMMERS ARCHITECTS ENGINEERS, INC. DRAWING 1 OF 2 THESE PLANS SHALL NOT BE DISTRIBUTED TO ANY PARTY WITHOUT SAID WRITTEN PERMISSION &CONSENT, Lei N W � Z � GENERAL NOTES CD w � a 2 � 1 . SANITARY PIPE AND FITTINGS SHALL BE DWV SCH 40 PLASTIC, ASTM D 2665. uj JOINTS SHALL BE SOLVENT WELDED, ASTM D 2564 SOLVENT CEMENT. 2. CONFIRM WASTE PIPING DOES NOT RUN LENGTHWISE UNDER OR IN FOOTINGS, ADJUST AS NECESSARY. 3. REFER TO RISERS FOR PIPE SIZES NOT SHOWN ON PLAN. REFER TO SCHEDULE FOR DRAIN & WATER CONNECTION SIZES TO EACH FIXTURE. , 4. SLEEVE ALL FOOTING/FOUNDATION PENETRATIONS. w 9 cn 5. ALL PLUMBING MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE H STANDARD PLUMBING CODE AND FLORIDA ACCESSIBILITY CODE FOR BUILDING U w CONSTRUCTION. ENSURESANITARY ROUGH—INS ARE LOCATED TO MAINTAIN ADA CLEARANCES AFTER FIXTURES ARE INSTALLED. SEE ARCHITECTURAL c o SHEETS FOR DIMENSIONAL INFORMATION. 6. REFER TO ARCHITECTURAL PLANS FOR LOCATION OF FIRE RATED WALLS. �, O ALL PENETRATIONS OF FIRE RATED WALLS SHALL BE MADE WITH FIRE w U STOPPING MATERIALS IN ACCORDANCE WITH STANDARD BUILDING CODE a x REQUIREMENTS. PENETRATIONS OF ALL FIRE RATED ASSEMBLIES SHALL BE MADE IN ACCORDANCE WITH THE FIRE RATED ASSEMBLY'S UL LISTING, AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. 7. LOCATION OF WATER PIPES ARE APPROXIMATE. FIELD ADJUST PIPING AS NECESSARY TO AVOID INTERFERENCES. 8. POTABLE WATER PIPING SHALL BE CPVC (ASTM D 2846) WITH COMPATIBLE CPVC FITTINGS AND SOLVENT CEMENT (ASTM D 2564). ASTM F 656 PRIMER. JOINTS: ASTM D 2855. N c� N 9. PROVIDE WATER HAMMER ARRESTORS (ASSE 1010) FOR ALL FIXTURES INo ACCORDANCE WITH PDI GUIDELINES. m z o z Q 10. SUPPORT ALL PIPING IN ACCORDANCE WITH THE STANDARD PLUMBING CODE o m REQUIREMENTS AND MSS SP-69 GUIDELINES. 11 . ALL HANDICAPPED DESIGNATED LAVATORIES TO BE PROVIDE WITH FACTORY FORMED INSULATION COVERS FOR THE P— TRAP AND SUPPLIES EQUAL TO TRUEBRO HANDI—LAV GUARD. 12. ALL SANITARY SEWER LINES SHALL BE SLOPED IN ACCORDANCE WITH THE 2002 FLORIDA PLUMBING CODE. 3" VTR FD P-1 DUMP STATION TO CITY SEWER P-2 SEE CIVIL FOR P--1 CONTINUATION FD 4" SS ti P-- 24 , SS PLUMBING LEGEND P--3 COLD WATER PIPING PLUMBING FIXTURE CONNECTION SCHEDULE 3" VTR ECO -- HOT WATER PIPING MARK DESCRIPTION SOIL VENT CW HW IL - WASTE PIPING L --- — VENT PIPING P-1 H.C. FLOOR MTD TOILET, TANK 4" 2" 1 /23' v GATE VALVE P-2 WALL HUNG LAVATORY W/CARRIER 1 1 /4 1 1 /4 1/2" — a o -----�•0---- BALL VALVE P- 3 JANITOR'S SINK--OWNER PROVIDED 2" 2" 1 /2" cn � J I L VENT THRU ROOF ---� P-- TRAP AFF ABOVE FINISHED FLOORCD °- (E) EXISTING ECO EXTERIOR CLEANOUT FD w FCO FLOOR CLEANOUT V) o FD FLOOR DRAIN FD VTR VENT THRU ROOF DRAWN BY: CMD CHECKED BY: CMD SANITARY RISER DATE: 11 -17_03 SHEET DESIGNER EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DRAWINGS. THESE DRAWINGS,PLANS&DESIGNS ARE NOT TO 9E REPRODUCED,COPIED OR USED IN ANY MANNER WITHOUT EXPRESSED 'NRtTTEN PERMISSION AND CONSENT OF DOHERTY SUMMERS ARCI1tTECTS LNCih[LRS, 44C. DRAWING 2 CE 2 ThEIZ PLANS SHALL !17T OE gl5TRi0U'XD TO ANY PARTY WITHUUT$AID WROIFLN PLFI,I5SAA4 &CONUNT, I I � L� 1 2 3 4 5 o CIL, In Lu In 2 C:) w LU LECTRICAL PANEL ELECTRICAL 16 1 i 6 a C L PAN EL I A ` GFI/WP I ;1 A I _ - U C - - I C g 6 gyp, GFI/wP Ei TELEPHONE OUTLET 03 c W 1 P- y. ^( i�_- P-1 2 (VERIFY W/OWNER) 2 "I! li D FAN/LIGHT-"�'j ! 5 M ' GFI 6 C/] .r w o 7 7. x "y� 5 FAN/LIGHT �.. I 2 I 2 w 2 103 0_., . �TO I LET - TO I LET =- _-- IN CEILING J-BOX FOR G ..... mm 4 w Q o CEILING FAN 1 6 I I I I BARNETT I U 3 101 � � B _. w I I 3 1 -- - 6 TENANT SPACEcza x i! 2 p7 I 2 I p7 4 I � 4 917 1 B J-BOX FOR e J-BOX FOR B IN CEILINGJ-BOX FOR B D CEILING FAN I I CEILING FAN I CEILING FAN 6 �. I, V i' H 3 3 4 3 5 2 4 civ ri 6 r 1 6 GFI/WP 0 cV 1 5 A _ _ I6 ®C 6 ®C -- - A o ¢ � 0 A / I A m _ I I I I V) U ELECTRICAL FLOU PLAN L o m 0 �_q SCALE: 1/4"-1-0" o w cn 1 2 3 4 5 a_ 120/208 VOLTS, 30 4 WIRE - S/N 22000_AIC 120 208 VOLTS, 30 4 WIRE - S/N 22,000 AIC PANEL_ - P --- 1 100 AMPS ❑MAIN BREAKER OR C] M.L.O. 208 VOLTS PANEL - P - 2 100 AMPS ❑MAIN BREAKER OR 0 M.L.Q. 208 VOLTS LIGHTING SCHEDULE ❑FL'USH OR 0 SURFACE MOUNTED ❑ TOP OR ❑ BOTTOM FED ❑FLUSH OR 0 SURFACE MOUNTED ❑ TOP OR ❑ BOTTOM FED LOAD/PHAS CIRCUIT LOAD/PHAS LOAD/PHASECIRCUIT LOAD/PHAS LAMPS KVA KVA KVA KVA CKT SERVES � BREAKER (KVA) SERVES CKT CKT SERVES BREAKER (KVA) SERVES CKT MARK DESCRIPTION MODEL NO. COMMENTS NO "A" "B" "(a" TRIP POLES POLES TRIP "A" "B" "C' N�' NO. "A" "B" "C" TRIP POLES POLES TRIP "A" "B" "C" NO. QTY TYPE POWER 1 IRECEPT GENERAL 0.4 20 2 2 20 0.5 LIGHTS 2 1 RECEPT GENERAL 0.6 20 2 2 20 0.5 1 NIGHT LIGHTS 2 OUTDOOR WALL MOUNTED 1 AW LITHONIA #TWA-32TRT-120-PE 1 32TRT 35W 3 RECEPT GENERAL 0.4 20 --- -- 20 - SPARE 4 3 RECEPT GENERAL 0.6 20 -- -- 20 0.3 LIGHTS WAREHOUSE 4 LIGHT /PHOTOCELL 7 5 TOILET LIGHT, FAN 0.4 20 2 2 20 0.4 EXIT/EM LIGHTS 6 5 RECEPT GENERAL 0.4 20 2 2 20 0.2 LIGHTS WAREHOUSE fi B $' SUSPENDED FLUORESENT LITHONIA #2EJ-2-96T8-120 2 F96T8 150W 7 CEILING FANS 0.6 i 20 -- 20 ISPARES $ 7 1 TOILET FAN/LIGHT 0.4 20 --- -- - 20 SPARES 8 9 ISPARES 20 3 1 20 ISPARES 10 9 1 CEILING FANS 0.6 20 3 1 20 ISPARES 10 EXIT LIGHT W/LED LAMPS 11 SPARES 20 -- -- 20 SPARES 12 11 SPARES 20 -- -- 20 SPARES 12 C & BATTERY BACKUP LITHONIA #LE-S-WT-1-R-120/277-ELN - LED 2W BATTERY BACKUP 13 SPARES 20 1 1 20 SPARES 14 13 ISPARES 20 1 1 20 SPARES 14 TWIN HEAD EMERGENCY LIGHT D LITHONIA #ELM2 2 HALOGEN 6W 15 SPARES 20 1 1 20 SPARES 16 15 SPARES 20 1 1 20 SPARES 16 W/BATTERY BACKUP 17 ISPARES 20 1 1 20 SPARES 18 17 SPARES 20 1 1 20 ISPARES 18 19 SPARES 20 1 1 20 SPARES 20 19 SPARES 20 1 1 20 SPARES •20 E EXHAUST FAN (FURN. BY MECH.) -- -- -- -- 21 SPARES 20 1 1 20 SPARES 22 211 SPARES 20 1 1 20 SPARES 22 23 SPARES 20 1 1 20 SPARES 24 23 SPARES 20 1 1 20 SPARES 24 25 SPARES 20 1 1 20 SPARES 26 25 SPARES 20 1 1 20 SPARES 26 CD 0 o V) 27 SPARES 20 1 1 20 SPARES 28 27 SPARES 20 1 1 20 ISPARES 28 -i 29 SPARES 20 1 1 20 SPARES 30 29 SPARES 20 1 1 20 SPARES 30 ELECTRICAL NOTES U - 32 TOTALS 34 1 • ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE 2002 NEC AND LOCAL CODES. TOTALS 1.0 0.4 0.4 0.5 0.4 TOTALS 34 TOTALS 1.D 1.z o.4 0.5 v.3 0.2 3 2. GROUNDING REQUIREMENTS SHALL. MEET LOCAL CODES. � LLl TOTAL KVA PHASE A: 1.5 MAX. CONN. PHASE KVA: 1.5 TOTAL KVA PHASE A: 1.5 MAX. CONN. PHASE KVA: 1.5 w TOTAL KVA PHASE B: 0.4 TOTAL CONNECTED KVA: 2.7 TOTAL KVA PHASE B: 1.5 TOTAL CONNECTED KVA: 3.6 3. EXTERIOR DISCONNECTS AND ENCLOSURES SHALL BE NEMA TYPE 3R. 6i o TOTAL KVA PHASE C: 0.8 TOTAL DEMAND KVA: 2.5 TOTAL KVA PHASE C: 0.6 TOTAL DEMAND KVA: 3.0 __j 4. ALL CONDUCTORS SHALL BE THWN SOLID COPPER, #12 AWG UNLESS OTHERWISE INDICATED. CONDUIT TO BE RIGID PVC OR EMT. 5. NEUTRAL WIRES SHALL BE SIZED IDENTICALLY WITH THE PHASE CONDUCTORS, UNLESS o PROVIDE NEW 100A, 3PH, 4W NOTED OTHERWISE. C/I 2f ELECTRICAL SCHEDULE DISCONNECT AND METER PER 6. LIGHTING SWITCHES SHALL BE MOUNTED AT 48" AFF. MOUNT RECEPTACLES ® 18" AFF, SINGLE-POLE SWITCH EXHAUST FANLIGHT JEA REQUIREMENTS. DRAWN BY: CMD 7. LIGHTING AND RECEPTACLE CIRCUITS SHALL BE RUN WITH A #12 GREEN WIRE UNLESS NOTED 3-WAY SWITCH FLOURESCENT FIXTURE =z=Z3 NEW 2" C. OTHERWISE. ALL OTHER BRANCH CIRCUITS SHALL INCLUDE A GREEN GROUND SIZED AS NOTED. CHECKED BY: CMD 4-#1 CU_ U 8. DEDICATED RECEPTACLES SHALL BE 120V, 20A PER NEC REQUIREMENTS. I&-- DUPLEX OUTLET ELECTRIC PANEL -MCC' 1-#6 CU GN D 0 0 225A MCB DATE: 11 -17-03 GRND FAULT OUTLET DBL FLOODLIGHT9. PROVIDE NEW SERVICE AND FEEDERS TO PANELS P-1 AND P-2 FROM METER CENTER. 14 F F 120/208V WEATHERPROOF OUTLET WALL MTD. FIXTURE 100A 100A 30, 4W 10. POWER/RECEPTACLE PLAN IS SCHEMATIC. CONTRACTOR SHALL VERIFY EXISTING CIRCUITS SHOWN. SHEET QUADPLEX OUTLET IN CEILING NEW PANEL NEW PANEL LP-1 LP-2 PROVIDE NEW 225A SERVICE 100A M.C.B. 100A M.C.B. PER JEA RECOMMENDATIONS 120/208V 120/208V 30, 4W 30, 4W POWER RISER DIAGRAM DESIGNER EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DRAWINGS. NTS THESE DRAWINGS,PLANS&DESIGNS ARE NOT TO BE REPRODUCED,COPIED OR USED IN ANY MANNER WITHOUT EXPRESSED WRITTEN PERMISSION AND CONSENT OF DOHERTY SOMMERS ARCHITECTS ENGINEERS,INC. THESE PLANS SHALL NOT BE DISTRIBUTED TO ANY PARTY WITHOUT SAID WRITTEN PERMISSION &CONSENT. DRAWING 1 OF 1 w �Jb ,>"iMWl°VL5 0 . OVI*L+-S j d' 2-