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HomeMy WebLinkAbout4330 20th St (42)RENT ISSUE/ REVISION SCHEDULE ADDENDUM #2 5-16-2018 41 HASKELL LINE -5 ADDENDUM #2 5-16-2018 ZEPHYRHILLS 4330 20TH STREET ZEPHYRHILLS, FLORIDA 33542 AE JOB NUMBER 3401007 DESIGNER FIRM 01. CIVIL ENGINEER: HASKELL 02, LANDSCAPE ENGINEER:' NOT USED 03. STRUCTURAL HASKELL 04. ARCHITECT: HASKELL 05. INTERIOR DESIGNER: NOT USED 06. KITCHEN CONSULTANT: NOT USED 07. MECHANICAL ENG: HASKELL 08. PLUMBING ENG: HASKELL 09. ELECTRICAL ENG: HASKELL 10, FIRE PROTECTION ENG:, - REVIE1 CITY O PLANS ALL WORK, SH CODES FLO ,ALL Cv►'r1rLy Y �,�7 SIC,, BUILD, H ¢ . VAILING NATIONAll. ELECTRIC CO 1, COcE. ORDINANCES OFltNHyRHILLS CONTACT INFORMATION "NAME LrICENSE # KEVIN CRUMP, P.E 986 T\'� BOBBIE J. WOOD, P.E. 77885 GARY WALO, AIA 14430 R vvqz0 AR W30 ~ TEMPORARY ENGINEER -OF -RECORD FOR CIVIL ENGINEERING CHANGE PHONE'# E-MAIL 904-791-4744 kevin. rump@has ell,com 904-791-4680 bobbie.wood@haskell.com 904-357-4219 gary.walo@haskell.com DANIEL S. ZVARA P.E. 78589 9 91-4630 daniel.zvara@haskell.com DANIEL S. ZVARA P.E. 78589 904-791-4630 daniel.zvara@haskell.com KEVIN M. VALENT, P.E. 67710 904-357-4802 kevin.valent@haskell.com ■ of C 0 U N SHT No SHEET NAME REV F DATE 00 - GENERAL DRAWING SHEET REVISION & DA G-000 COVER SHEET D 5/16/2018 G-001 LIFE SAFETY PLAN, CODE ANALYSIS C 4/16/2018 G-002 DRAWING INDEX D 5/16/2018 00 - GENERAL: 3 01 - CIVIL C-001 COVER SHEET H 5/16/2018 C-002 GENERAL NOTES B 2/15/2018 C-003 OVERALL SITE PLAN H 5/16/2018 C-101 EXISTING CONDITIONS PLAN H 5/16/2018 C-111 NORTH DEMOLITION PLAN H 5/16/2018 C-121 NORTH GEOMETRY PLAN H 5/16/2018 C-122 SOUTH GEOMETRY PLAN B 2/15/2018 C-131 UTILITY PLAN H 5/16/2018 C-141 NORTH GRADING & DRAINAGE PLAN H 5/16/2018 C-161 EROSION & SEDIMENT CONTROL PLAN H 5/16/2018 C-170 IMPERVIOUS SUMMARY PLAN H 5/16/2018 C-520 GEOMETRY DETAILS H 5/16/2018 C-521 GEOMETRY DETAILS H 5/16/2018 C-522 GEOMETRY DETAILS H 5/16/2018 C-523 GEOMETRY DETAILS H 5/16/2018 C-530 UTILITY DETAILS B 2/15/2018 C-531 UTILITY DETAILS - PUMP STATION H 5/16/2018 C-540 GRADING & DRAINAGE DETAILS H 5/16/2018 C-560 EROSION & SEDIMENT CONTROL DETAILS H 5/16/2018 L-121 LANDSCAPE PLAN H 5/16/2018 L-520 LANDSCAPE DETAILS B 2/15/2018 01 - CIVIL: 21 03-STRUCTURAL S-001 GENERAL NOTES D 4/16/2018 S-002 CONCRETE NOTES D 4/16/2018 S-003 STEEL NOTES D 4/16/2018 S-105 ROOF FRAMING DEMO PLAN E 5/16/2018 S-111 FOUNDATION & SLAB PLAN E 5/16/2018 S-120 ROOF FRAMING PLAN E 5/16/2018 S-130 OVERALL PIPE RACK FRAMING PLAN E 5/16/2018 S-131 PARTIAL PIPE RACK FRAMING PLAN E 5/16/2018 S-132 PARTIAL PIPE RACK FRAMING PLAN E 5/16/2018 S-133 PARTIAL PIPE RACK FRAMING PLAN E 5/16/2018 S-201 PANEL ELEVATION E 5/16/2018 S-501 FOUNDATION DETAILS E 5/16/2018 S-521 ROOF FRAMING DETAILS E 5/16/2018 S-522 ROOF FRAMING DETAILS E 5/16/2018 S-531 TILT UP PANEL DETAILS E 5/16/2018 03-STRUCTURAL: 15 04 - ARCHITECTURAL AD-111 DEMOLITION 1ST FLOOR PLAN -AREA A D 5/16/2018 A-110 OVERALL FLOOR PLAN D 5/16/2018 A-111 PARTIAL FLOOR PLAN - AREA A D 5/16/2018 A-131 ENLARGED ROOF PLAN C 4/16/2018 A-301 WALL SECTIONS C 4/16/2018 A-401 ENLARGED DOCK AREA D 5/16/2018 A-500 DETAILS C 4/16/2018 A-501 DETAILS D 5/16/2018 A-600 DOOR SCHEDULE & DETAILS C 4/16/2018 04 - ARCHITECTURAL: 9 07 - PLUMBING P-001 PLUMBING LEGEND, ABBREVIATIONS, & NOTES D 05/16/18 P-110 OVERALL PLUMBING FLOOR PLAN D 05/16/18 P-111 ENLARGED PLUMBING FLOOR PLAN - DRAINAGE D 05/16/18 P-121 ENLARGED PLUMBING FLOOR PLAN - UTILITIES D 05/16/18 P-501 PLUMBING DETAILS D 05/16/18 P-601 PLUMBING SCHEDULES D 05/16/18 P-701 PLUMBING RISER DIAGRAMS D 05/16/18 07 - PLUMBING: 7 10 - MECHANICAL M-001 HVAC SYMBOLS & ABBREVIATIONS D 05/16/18 M-110 OVERALL HVAC FLOOR PLAN D 05/16/18 M-111 ENLARGED HVAC FLOOR PLAN D 05/16/18 M-601 HVAC DETAILS, SCHEDULES & CONTROLS D 05/16/18 10 - MECHANICAL: 4 9 F'��SA_ VV COpe y, _A ID0�4430 ; moo; 4430 • •+a�V REV. 7 P SHT No SHEET NAME REV DATE 11 - ELECTRICAL E-001 LEGEND A 02/21/18 E-002 NOTES A 02/21/18 E-003 SCHEDULES A 02/21/18 E-100 SITE PLAN A 02/21/18 ED111 DEMOLITION PLAN A 02/21/18 EL111 LIGHTING PLAN A 02/21/18 EP111 POWER PLAN C 04/16/18 E-501 ELECTRICAL DETAILS A 02/21/18 E-502 ELECTRICAL DETAILS A 02/21/18 E-601 POWER RISER DIAGRAM C 04/16/18 E-602 MECHANICAL EQUIPMENT CONNECTION SCHEDULE A 02/21/18 E-603 PANEL SCHEDULES C 04/16/18 11 - ELECTRICAL: 12 Grand total: 71 w DRAWING SYMBOLS LEGEND DRAWING TITLE / NAME/ DESCRIPTION View Name 11-011 DRAWING SCALE DRAWING NUMBER ON SHEET Ref DETAIL DRAWING TITLE / NAME DRAWING SCALE DETAIL FUNCTION / LOCATION/ DESCRIPTION DETAIL DRAWING NUMBER ON SHEET BUILDING ELEVATION DRAWING NUMBER REFERENCE w "I BUILDING ELEVATION SHEET Ref REFERENCE 1 INTERIOR ELEVATION DRAWING NUMBER REFERENCE 1 < A101 1 INTERIOR ELEVATION SHEET 1 REFERENCE BUILDING SECTION DRAWING NUMBER 1 SIM A REFERENCE A101 ` BUILDING SECTION SHEET REFERENCE WALL SECTION DRAWING NUMBER REFERENCE WALL SECTION SHEET REFERENCE DRAWING NUMBER REFERENCE 1 SIM �- A101 DRAWING SHEET REFERENCE L _J DRAWING NUMBER REFERENCE 1 SIM A101 DRAWING SHEET REFERENCE 4 3 2 SAFETY ALERT/ PRECAUTION SYSTEM 0 COLUMN GRID O = WALL GRID NAME ELEVATION TARGET ELEVATION Room name . ROOM NAME 101 ROOM NUMBER Al Add comments or notes here ROOM AREA/ VOLUMEN/ TEMPERATURE/ OCCUPANCY DOOR NUMBER WINDOW TYPE/ NUMBER WALL TYPE ROOF TYPE CEILING TYPE WINDOW/ STOREFRONT/ CURTAIN WALL/ LOUVER/ HATCH/ SKYLIGHT/ SMOKE HEAT VENT FIRE EXTINGUISHER TOILET ACCESSORY REVISION NUMBER REVISION COMMENT EGRESS DOOR TAG EXIT SIGN 1 i GENERAL ITEM TYPE 1i SAFETY ALERT SYMBOL N NORTH SYMBOL 1O DEMOLITION NOTES AO NEW / ADDITION NOTES 101 (Occupancy Load Served Per Door Egress Width) Egress Clear Width D JADDENDUM #2 C ADDENDUM #1 B PERMIT ISSUE A OWNER REVIEW REVISION DESCRIPTION DRN. REV. DATE REV. REVISION DESCRIPTION 6 5 pq GENERAL 1 THE DRAWINGS FOR THIS PROJECT CONTAIN SAFETY ITEMS TO PROMOTE AWARENESS OF SAFETY ON THE JOB SITE. THE DRAWINGS CONTAIN SAFETY ALERT NOTES AND A SYMBOL TO IDENTIFY GENERAL LOCATIONS WHICH MAY BE SAFETY HAZARDS. THE SAFETY ALERT SYSTEM IS PROVIDED FOR INFORMATIONAL PURPOSES ONLY, AND IS NOT INTENDED TO ENCOMPASS ALL POTENTIAL SAFETY CONCERNS INHERENT IN THE PROSECUTION OF THE WORK, SAFETY RESPONSIBILITIES THE SAFETY ALERT SYSTEM SHALL IN NO WAY LIMIT OR ALTER THE SAFETY RESPONSIBILITIES IMPOSED UPON EACH SUBCONTRACTOR OR SUB - SUBCONTRACTOR OR VENDOR BY THEIR CONTRACT. NEITHER THE CONTRACTOR NOR THE CERTIFYING PROFESSIONALS ASSUME ANY PROFESSIONAL SAFETY RESPONSIBILITIES OR LIABILITY BY PROVIDING THE SAFETY ALERT SYSTEM NOR IS THE CONTRACTOR RESPONSIBLE FOR PROFESSIONAL SAFETY INSPECTIONS. BY PROVIDING THE SAFETY ALERT SYSTEM, THE CONTRACTOR IS NOT ASSUMING ANY RESPONSIBILITY AS TO THE MEANS AND METHODS OF PERFORMING THE WORK AND/OR THE MEANS AND METHODS OF COMPLYING WITH SAFETY REQUIREMENTS CONTAINED IN SUBCONTRACT AGREEMENTS, SUB -SUBCONTRACT AGREEMENTS, VENDOR AGREEMENTS OR OTHER APPLICABLE SAFETY REGULATIONS. THE FOLLOWING ARE GENERAL SAFETY PRECAUTIONS PROVIDED BY THE HASKELL COMPANY'S SAFETY MANAGER. CHECK ALL APPLICABLE LAWS AND REGULATIONS FOR DETAILED INFORMATION. F�N_kl SLIPS/FALLS u • UTILIZE FALL PROTECTION SYSTEMS AND PERSONAL FALL ARREST SYSTEMS (PFAS) AT ELEVATIONS OF 6-FEET OR GREATER. • PROVIDE GUARDRAILS AT 42-INCHES WITH MID -RAILS AND TOE -BOARDS PROVIDE FLOOR COVERS FOR OPENINGS 2-INCHES OR GREATER. • LABEL AND SECURE UTILIZE FULL BODY HARNESS WITH SHOCK ABSORBING LANYARD WHEN IN PFAS PROVIDE SECURE ATTACHMENT WHEN WORKING FROM AERIAL LIFTS ELECTROCUTION • USE GFCI PROTECTION FOR ALL TEMPORARY POWER, GENERATORS, AND EXISTING POWER COVER OR BARRICADE ENERGIZED PANELS AT ALL TIMES. • CHECK ELECTRICAL POWER CORDS FOR DAMAGE PRIOR TO EACH USE. • MAINTAIN ADEQUATE TEMPORARY LIGHTING PRIOR TO BEGINNING WORK AT AN EXISTING FACILITY OR WITH EXISTING UTILITIES. • LOCK OUT OF SERVICE ACTIVE OR POTENTIALLY ACTIVE ENERGY SYSTEMS. • LOCK OUT OF SERVICE NEW CONSTRUCTION TIE-IN TO EXISTING MECHANICAL, ELECTRICAL, PIPING AND SIMILAR ENERGY RELATED SYSTEMS. C • TAKE PRECAUTIONS AND DE -ENERGIZE OVERHEAD POWER LINES PRIOR TO BEGINNING ANY CRANE WORK IN CLOSE PROXIMITY OF OVERHEAD POWER LINES. CAVE-INS • VERIFY LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO START OF WORK. • UTILIZE SLOPE/SHORING FOR ALL EXCAVATIONS 4-FEET OR GREATER IN DEPTH. • USE ENGINEERED DESIGNS FOR EXCAVATIONS OF 20-FEET OR GREATER IN DEPTH. • PROVIDE LADDER OR SIMILAR ACCESS/EGRESS FROM ALL EXCAVATIONS WITH TRAVEL DISTANCE NOT EXCEEDING 25-FEET. • MAINTAIN SPOILS A MINIMUM OF 2-FEET FROM EXCAVATION EDGE. PROVIDE DAILY INSPECTION OF ALL EXCAVATIONS BY A COMPETENT PERSON. FALLS FROM ELEVATION • PROVIDE STANDARD HANDRAILS OR PERSONAL FALL ARREST SYSTEM (PFAS) AT HEIGHTS OF 6-FEET OR GREATER. • ENSURE ALL SCAFFOLD BASE -PLATES HAVE SUFFICIENT MUD SILLS/SUPPORT. • PROVIDE LADDER ACCESS TO ALL SCAFFOLDS. • INSPECT SCAFFOLDS PRIOR TO EACH SHIFT USE COMPETENT PERSON TO ERECT, DISMANTLE, MOVE, ALTER, AND INSPECT SCAFFOLDING. • PROVIDE TOE -BOARDS TO PROTECT THOSE WORKING BELOW FILL TREAD PANS BEFORE USING STAIRWAYS. • PROVIDE HANDRAILS ON OPEN SIDES OF STAIRS OVER 30-INCHES OR 4 RISERS HIGH. • PROVIDE STAIRS, LADDERS, OR RAMPS FOR ELEVATION CHANGES OF 19-INCHES OR MORE. ALL LADDERS AND EXTEND A MINIMUM OF 36-INCHES ABOVE THE DECK ELEVATION TO BE ACCESSED D� STRUCSECURE K BY/AGAINST/CAUGHT • PROVIDE A MASONRY CONTROLLED ACCESS ZONE (CAZ) ON THE BACKSIDE OF A WALL EQUAL TO THE HEIGHT OF THE WALL PLUS 4- FEET. • PROVIDE TEMPORARY BRACING OF MASONRY WALLS OVER 8-FEET IN HEIGHT. • ONLY ESSENTIAL PERSONNEL INVOLVED IN POST -TENSIONING OPERATIONS SHALL BE PERMITTED IN THE AREA. • PROVIDE IMPALEMENT PROTECTION FOR ALL VERTICAL REINFORCING, CONDUIT, AND SIMILAR HAZARD. B • ADHERE TO "CRITICAL LIFT PROCEDURES" FOR LOADS OVER 75 CAPACITIES. • ONLY PERSONNEL DIRECTLY INVOLVED WITH TILT -UP OR PRECAST OPERATIONS ARE TO BE PERMITTED IN THE AREA. • CONDUCT A PRE -LIFT SAFETY MEETING FOR ALL TILT -UP AND PRECAST ERECTION. • INSPECT ALL RIGGING, SLINGS, AND CHOKERS PRIOR TO EACH USE. • ENSURE ALL CRANE CERTIFICATIONS AND OPERATOR QUALIFICATIONS ARE PROVIDED ASPHYXIATION - CONFINED SPACE J J0 DO NOT ALLOW EXTENDED OCCUPANCY OF TANKS, PITS, VAULTS, AND SIMILAR LIMITED ACCESS LOCATIONS. • USE SPECIAL PRECAUTIONS FOR CONFINED SPACE LOCATIONS, WHICH MAY INCLUDE A PERMIT -SPACE SYSTEM AND AIR MONITORING. DEMOLITION HAZARD a UTILIZE CONTROLLED ACCESS ZONES (CAZ) FOR ALL DEMOLITION WORK TO PREVENT UNAUTHORIZED PERSONNEL FROM ENTERING THE AREA. STRUCK BY - STEEL ERECTION o • UTILIZE CONTROLLED DECKING ZONE (CDZ) PROCEDURES WHEN INSTALLING ROOF AND INTERMEDIATE FLOOR DECKING. • UTILIZE FALL PROTECTION SYSTEMS AND PERSONAL FALL ARREST SYSTEM (PFAS) AT ELEVATIONS OF 6-FEET OR GREATER. • PROVIDE MINIMUM OF FOUR (4) ANCHOR BOLT CONNECTIONS FOR EACH COLUMN PRIOR TO FURTHER ERECTION OF STRUCTURE. • ADHERE TO REQUIREMENTS OUTLINED IN OSHA 1926 SUBPART "R" AT ALL TIMES WITH THE EXCEPTION THAT 100 FALL PROTECTION REQUIRED AT ELEVATIONS 6-FEET OR GREATER. • CONDUCT A PRE -CONSTRUCTION SAFETY MEETING FOR ALL STEEL ERECTION. • INSPECT ALL RIGGING, SLINGS, AND CHOKERS PRIOR TO EACH USE. • ENSURE ALL CRANE CERTIFICATIONS AND OPERATOR QUALIFICATIONS ARE PROVIDED. • ENSURE CRANES ARE INSPECTED DAILY BY A COMPETENT PERSON/OPERATOR g DROWNING HAZARD • SUBCONTRACTOR SHALL MEET ALL SAFETY REQUIREMENTS OUTLINED IN CFR 1910.401 THROUGH CFR 1910.440 AND CFR 1926.106 RELATED TO COMMERCIAL DIVING OPERATIONS AND WORKING OVER WATER. 5/16/2018 40$1111, HASKELL The Haskell Compa IIIIRiverside Aenue Jacksonville, Florida 32202 Phone# (904)791-4500 4/16/2018 2/21 /2018 2/14/2018 DRN. REV. DATE DRAWN: DESIGN FIRM 3401007 CONTROL NO.. 4 i� LINE - 5 ARCHITECTURAL MIN ZEPHYRHILLS NATURAL SPRING WATER _j DRAWING INDEX ZEPHYRHILLS, FLORIDA The Information contained on this document is the sole property of NWNA SIZE SHEET NO. REV. NO. �= T '_f li _R f OFFICE E and may not be copied or disclosed to others unless authorized by NWNA. F r T I" r C ✓E E 00 DATE: D.M.: SCALE: D G-002 v�-FELL. IL: AS 501 J 3 2 1 �1 0- 0- a) a 00 E a r` LO N 00 0 N c� 0 -0 C L a. 0) 0 O U ti O O O a; E M C N U_ U C ra M 9 GENERAL CIVIL ENGINEERING LEGEND EXISTING PROPOSED DESCRIPTION — — PROPERTY LINE — — RIGHT-OF-WAY LINE - - CENTERLINE - - - - - - SECTION,TOWNSHIP,RANGE LINE x x x— FENCE RETAINING WALL ___ BUILDING EXISTING TREE LINE - FEMA FLOODPLAIN BOUNDARY LOD LIMITS OF DISTURBANCE SF SILT FENCE SSF SUPER SILT FENCE PAVEMENT LINE, SIDEWALK LINE CURB, CURB AND GUTTER 25.50±EX 25.50 SPOT ELEVATIONS 25 25 CONTOURS SA SANITARY SEWER STORM SEWER W W DOMESTIC WATER F F FIRE MAIN — UG UG GAS MAIN — — FM FM SANITARY SEWER FORCE MAIN E E UNDERGROUND ELECTRIC — — OH — — OH OVERHEAD ELECTRIC UT — UT UNDERGROUND TELEPHONE OT OT OVERHEAD TELEPHONE — — UD — — UD UNDERDRAIN FIRE HYDRANT DOUBLE CHECK VALVE ASSEMBLY �� RP RED.PRESSURE BACKFLOW PREVENTER P\, F -Q Pw F POST INDICATOR VALVE VALVE SECTIONAL CONTROL VALVE SPRINKLER RISER WATER METER ^ PHONE/POWER POLE `E INLET Q FLARED END ----- MITERED END 7rr FLUME — ENDWALLS Q P P UTILITY POLE �-+ SINGLE LIGHT STANDARD (LIGHT POLE) �-�-� DOUBLE LIGHT STANDARD (LIGHT POLE) POLE MOUNTED SECURITY CAMERA Ell TRANSFORMER 0 VAULTS o STORM SEWER MANHOLE o - SANITARY SEWER MANHOLE CLEAN OUT ELECTRICAL MANHOLE ST 1 ST-1 DRAINAGE STRUCTURE LABEL S 1 S-1 SANITARY SEWER STRUCTURE LABEL © B-12 SOIL BORING DETAIL REFERENCE no 5 M CIVIL ENGINEERING PLANS IMPROVEMENTS ADDENDUM 2 MAY 1612018 SITE INFORMATION DEVELOPMENT NAME: NWNA BUILDING REVISION AND SITE IMPROVEMENTS LANDSCAPE ARCHITECT: HASKELL ARCHITECTS AND ENGINEERS, P.A. ERIC W. LYCKE, R.L.A. FLORIDA R.L.A. # 1560 DEVELOPMENT ADDRESS: 4330 20TH STREET 111 RIVERSIDE AVENUE ZEPHYRHILLS, FL 33540 JACKSONVILLE, FLORIDA 32202 (904) 791-4581 PETITIONER: NESTLE WATERS NORTH AMERICA, INC. MICHAEL GUILMETTE CURRENT LAND USE: INDUSTRIAL 1322 CRESTSIDE DRIVE, SUITE 100 COPPELL, TEXAS 75019 (972) 462-3630 PARCEL #: 13 26 210070 07400 0000 OWNER NAME: NESTLE WATERS NORTH AMERICA, INC INTENDED USE: INDUSTRIAL PO BOX 120029 STAMFORD, CT 06912-0029 GENERAL NOTES ZONING: LI (LIGHT INDUSTRIAL) 1. "PRIOR TO THE START OF CONSTRUCTION THE CONTRACTOR SHALL INSTALL (AND MAINTAIN DURING ENGINEER: HASKELL ARCHITECTS AND ENGINEERS, P.A. CONSTRUCTION) ALL SEDIMENT CONTROL MEASURES AS NECESSARY TO RETAIN SEDIMENTS ON THE JOSHUA R. HOUGH, P.E. FINISHED FLOOR ELEV.: 84,67 SITE." FLORIDA P.E. # 72289 A111 RIVERSIDE AVENUE 2. "CONTRACTOR SHALL MAINTAIN RECORD DRAWINGS DURING CONSTRUCTION WHICH SHOW "AS -BUILT' JACKSONVILLE, FLORIDA 32202 TOTAL SITE AREA: 45,79 AC CONDITIONS OF ALL WORK INCLUDING PIPING, DRAINAGE STRUCTURES, TOPO OF POND(S), OUTLET (904) 791-4744 STRUCTURES, DIMENSIONS, ELEVATIONS, GRADING, ETC. RECORD DRAWINGS SHALL BE PROVIDED TO DISTURBED AREA: 0.56 AC THE ENGINEER OF RECORD PRIOR TO REQUESTING FINAL INSPECTION," G RCPI #3 E RCPI #2 D RCPI B CIVIL PERMIT ISSUE REV. REVISION DESCRIPTION 8 JRH 04/30/2018 JRH 03/30/2018 JRH 03/16/2018 JRH 02/15/2018 H ADDENDUM #2 DRN. I REV. DATE I REV. 7 4$�HASKELL The Haskell Company I I I Riverside Avenue Jacksonville, Florida 32202 Phone # (904) 791-4500 KJC 05/16/2018 REVISION DESCRIPTION DRN. REV. DATE REV. REVISION DESCRIPTION DRN. I REV. DATE I MA*` DESION "*' 3401007 CC 71M ND.: 6 5 4 3 2 a- 1 Z ePhy`hills North js ;z City of Z phyrhills ZepZ �ythll by-r ill West Cis, Pro -Lapin Garden Center VICINITY MAP SCALE 1" = 3000' Nestle Waters North America a i No 64986 '� r STATE- OF___.. z I WAREHOUSE EXPANSION COVERSHEET ZEPHYRHILLS NATURAL SPRING WATER RWn ZEPHYRHILLS, FLORIDA NOR-H AMERICA The Information contained an this document In the yobprop�r�y of NWNA SIB SHL>:T NO.: REV. NO. CORPORATE ENGINEERING OFFICE 1322 DRIVE,100 and � not be or Ia«� to athm union aufharleed by NWNA. D C — 0 01 DAM D.M.: SCALE VWC COPPESIDE , TEXAS3 7501TE 2 1 VII C A 0 U- n 0- CL a m 0- LO co N 00 r O N v ca ^0 n O r U O O 0 v M CU C N In U A P 0 1P a�. Bo - .79 79 6o . g1.... a2 ALSTON AVE. _ i • 0 / / 24' ASPHALT PAVING — — x x ry 1 �+ i _—_ 'I ODS oil �— 80 \\ a" y SUMP SUMP � - �'�`�� \ \ \\\\° \-- S TE BENCHMARK NO. 1 . ?�_ ��� — — — �/ .A // Sw * A DENSE WOODSwl a \\\ — — — R RR.SPIKE IN CUTOUT �„ — s� o— PAVEMEN —93 _\ \ — — — — — — — LEVATIONI = 82.17. a I /—�Pst�-� RIP RAP \ 1 Invert 76.52OEM wom NPe I ol I a1 o l 77NAIMI fFJJI I INV-7l x IGR E. -- -- S.,NY 75 ATE itS I II pTW 75. I I h wWill'77 V (N085 >...•rtil//.l I E Y NV 1 rze j / � {STORM 20 1\ HEAVY _ / 1 oun C.O. F.LEL .I_n.nss BENCHMARK INFORMATION: I DENSE WOODS I I ASPHALT Q SITE BENCHMARK (BM) #1 IS A RAILROAD SPIKE AT 1 \ / \ PARKING / — _�T� ELEVATION 82.17 LOCATED NEAR THE INTERSECTION OF \ \ — I ALSTON ROAD AND 20TH STREET. oPAN— L ��� Z I \ 3pB� —� �I Ni i_—� I J \ r r — I I Z -�-�=' SITE BENCHMERK (BM) #2 IS A "MAG" NAIL AND DISK \\ Lj L L -I-I- _ - ` STAMPED "CFD TRAY" AT ELEVATION 83.77 AND IS Ld LOCATED IN THE CENTERLINE OF 20TH STREET. / \ 1 ++�BA*SiOF BENCHMARK: // \ 1 — / - — — — -�- — — r 1 DESIGNATION: USGS MONUMENT #S-106 / \ 1 .A. /I w� - — — — —I— 1- — — -�-1- �� ELEVATION: 90.256 NGVD19 9DATUM / \ 1 CONVERSION TO NAVD 88 DATUM = -0.85 FEET I WAWM.— I o -----1---rr: I82_ ... "< ENS' WOODS — _ — / j i — — — — IM row ASVHkCT IN --- I-1 I C dS r Y us ur. a V ma Y C7 rx a• SITE BENCHMARK NO. 2 • I ° " x �°..u.. �Al �°° "MAG NAIL /` L - M.H. N.RM.BI.ES I ELEVATION = 83.77 »--- G RCPI #3 E RCPI #2 D RCPI B CIVIL PERMIT ISSUE REV. REVISION DESCRIPTION 8 GAV �BENrE w e ``�-\-I- t -� +f �- Q _ I -I ¢'. 80 — —�77777­1= �a4�1!N4l►s�'�walfna� J — _ I -I — — I I:._ _I I�f ITT I —DE E WO DS lil' I _ �— U ��)_ �� l 1 i / / / a �SPM/(CTAARKING `� ��._�' — _ /// 1 \ / I I I IIII IIIIII I—I'fIIIII a--1'I � \ -_ � � I ig'�,,'� �.. ��'�7�' �'�'�i,►,. 1 /ice No 64986 LP 1 DENSE WOODS / F , xl V / }y1^or 2' STATE cal. RETENTION AREA I — 4KINSMAN, HARJEFFERSON JR. IIl KINS, JOHN 0. \ 9` 1 ' } _ .13-26-21-0070-09100-001. h � 2 .97 AC JRH 04/30/2018 JRH 03/30/2018 JRH 03/16/2018 JRH 02/15/2018 H ADDENDUM #2 DRN. REV. DATE REV. 7 KJC 05/16/2018 REVISION DESCRIPTION DRN. REV. DATE REV. REVISION DESCRIPTION 6 5 HASKELL The Haskell Company I I I Riverside Avenue Jacksonville, Florida 32202 Phone # (904) 791-4500 DRN. I REV. DAIS I DRAMS � Np; 3401007 4 mnva NORTH AMERICA CORPORATE ENGINEERING OFFICE 1322 CRESTSIDE DRIVE, SUITE 100 COPPELL, TEXAS 75019 3 REG. NU. 11c (tit WAREHOUSE EXPANSION EXISTING CONDITIONS PLAN ZEPHYRHILLS NATURAL SPRING WATER ZEPHYRHILLS, FLORIDA IMIlliftirmuUm in In' an &b �`bHYM y 'unyD C-101 MV. MM.: Vw sw 2 1 FBI C I A v V O V 7 U 8 7 6 5 4 3 2 1 80 78 EXISTING 4' WIDE � CONCRETE SIDEWALK_ /i ' r 1^ �, I r SAWCUT ANIREMOVE EXISTING SIQEWAI.K NORTHWARD TO N'EA1 ESfb(RANSIOk1 JOINT. I REPLACE TO LIMITS SHOWN. SEE SHRET I I 1 82.3 �1 �I Al 4' WIDF SIDEWALK I C-52 EXTENSION I �z > 5 I � ry is � Iz 5 1 I > N C- Cn ` Q REFERENCE SHEET C-523 FOR C PASCO COUNTY REQUIRMENTS FOR MAINTENANCE OF TRAFFIC 00) I f CWITHIN,'20TH STREET RIGHT-OF-WAY ) J} �' HC RAMP--' 12:1 MAX DENSE WOODS j CROSS -WALK SfRIPINC; WATER EXISTING - VALVE 6" WHITE STRIP I'3 Q Q m Q O N N 00 O N 0 O N r U O O 0 E (13 c a) U_ 0 0 G RCPI #3 E RCPI#2 D RCPI B CIVIL PERMIT ISSUE REV. REVISION DESCRIPTION 8 i SAWCUT AND REMOVI=`EXISTING SIDq! ALK I SOUTHWARD TO NEARET EXPANSION OINT T1 1 II S HC RAMP II 12: 1 MAX 1 1 I ))) EXISTING U/G—I l I ( UTIL R16R BOX I *a2. r EXISTING 4' WIDE-4: �CpNCRETE SIDEWALK I JRH 04/30/2018 JRH 03/30/2018 JRH 03/16/2018 H ADDENDUM #2 JRH 02/15/2018 5 FO #5 DRN. REV. DATE REV. 7 ,/­ CIO 77 o � I / — I x� -- _-= .______--===____-_- -,�-, _.-- -- - - - � �� - - - --- kid 'PUCK GATE / I LACED) EXI10, ` asf I X PAW / F_ I EX. CONC. RELOCATED STOP SIGN TRUCK DOCKS (4) i� / 00 � 109 43 > X 36' x 24" WIDE WHITE STOP BAR 3' CURB TRANSITION TO ZERO HEIGHT CALL BOX/ CARD READER 0 HEAVY-DUTY A4 ASPHALT C-52 84,99 r/ I Lug ¢ 740' 22' Q Lu Lu I I 8" HEAD CURB I �C AI -LINK B1 HEAVY -DUI r C-521 ASPHALT F N E fSSED AREA 1 _ � I REVISION DESCRIPTION 'F A RELOCATE 5' ISLAND `RELOCATED DECORAl ' ARWN" \. FENCE AND SLIDING N I I REGULAR -DUTY ASPHALT F_ — I ❑ I I I ' SAWCUT AND REMOVE PAVEMENT WITHIN RELOCAjfED ISLAND 1 II II , II III I , ASPHALT PARKING I / I 1 I tl J 0 KJC 05/16/2018 KJC 05/01/2018 DRN. REV. DATE REV. REVISION DESCRIPTION 5 Qo CV Cn I` — EXISTING BUILDING GENERAL NOTES: 1. SIDEWALKS SHALL BE CONSTRUCTED OF NATURAL COLORED CONCRETE AT LEAST 3000 PSI IN STRENGTH, FIBER REINFORCED, AND FOUR (4) INCHES IN THICKNESS EXCEPT FOR DRIVEWAY APPROACHES WHICH REQUIRE A MINIMUM OF SIX (6) INCHES. 2. SIDEWALKS WILL BE CONSTRUCTED WITHIN THREE (3) DAYS AFTER REMOVAL AND SAFE PEDESTRIAN TRAFFIC WILL BE MAINTAINED AT ALL TIMES. 3. SIDEWALK IS REMOVAL SHALL EXTEND TO THE NEAREST EXPANSION JOINT AND I P 0 I REPLACED PER F.D.O.T. INDEX 310. SEE SHEET C-522. 1 4. ANY SIDEWALK, WHICH BECOMES UNDERMINED, MUST BE REMOVED AND REPLACED. 5. ROADWAY/SIDEWALK CONNECTIONS AND OR REPLACEMENTS MUST MEET CURRENT D FIELD CHANGES A. STANDARDS D AT .O.T. INDEX 304, SEE SHEET 2 MAY OCCUR CONTRARY H RARY TO E 2. 6. ANY RIGHT-OF-WAY RETE USE PERMIT PLAN SHALL REQUIRE AN AS -BUILT AMENDMENT SUBMITTAL FOR REVIEW P P JON PAD AND ACCEPTANCE. 7. RESTORATIONS SHALL BE MAINTAINED FOR ONE (1) YEAR AFTER COMPLETION, - UNLESS A LONGER TIME PERIOD IS MANDATED BY PASCO COUNTY. 8. NO TRACK TYPE EQUIPMENT WILL BE ALLOWED ON ANY ASPHALTIC OR CONCRETE SURFACES, 9. NO OPEN CUTS WITHIN 20TH STREET RIGHT-OF-WAY WITHOUT SPECIFIC APPROVAL FROM THE PASCO COUNTY PUBLIC WORKS DIRECTOR IS ALLOWED. UPON APPROVAL DIRECTIONAL DRILLING AND JACK & BORE SHALL BE THE ONLY ACCEPTABLE METHOD OF TRAVERSING UNDER A COUNTY ROADWAY. ANY METHOD OTHER THAN HAND TRENCHING OR MECHANICAL SHOVEL FOR PLACING UTILITY IN RIGHT-OF-WAY SHALL BE SUBMITTED FOR COUNTY APPROVAL, 10, NO BEFORE SEPT FOR EMERGENCY TYPE, WILL BE PERFORMED AFTER SUNDOWN AND 410$11111� HASKELL The Haskell Company I I I Riverside Avenue Jacksonville, Florida 32202 Phone # (904)791-4500 DRN. I REV. DATE I DRAM: DM'N FIM 3401007 CONTROL NO.: 4 PRELIMINARY NOT FOR CONSTRUCTION THIS DRAWING IS NOT IN FINAL FORM AND IS BEING TRANSMITTED SOLELY FOR REVIEW, COMMENT AND INTERPRETATION BY THE PUBLIC AGENCY FURTHERMORE, THIS DOCUMENT MAY SUBSEQUENTLY BE REVISED BY THE ENGINEER TO REFLECT RESOLUTION OF ISSUES WITH THE PUBLIC AGENCY PRIOR TO FINAL ACTION BY THE AGENCY CHANGES, REVISIONS AND MODIFICATIONS MAY PROMPT ADDITIONAL DOCUMENT SUBMITTAL FOR AGENCY APPROVAL. waters NORTH AMERICA CORPORATE ENGINEERING OFFICE 1322 CRESTSIDE DRIVE, SUITE 100 COPPELL, TEXAS 75019 3 WAREHOUSE EXPANSION ZEPHYRHILLS NATURAL SPRING WATER ZEPHYRHILLS, FLORIDA the hnfarmatlon contained on thb document b the solo property of NNMA and may not be copied or dleoloeed to others unNp auUxwtmd by NMMIs. DATE: D.G.: VWC sCAIE 2 0 20 40 0 C a*� +q�" r a. r'r"IiE ,may '✓ No 64986 + 'TATE.OF— Al 2 FG NU 74(to I. NORTH GEOMETRY PLAN SIZE %UT NO.: D C-121 1 REV. NQ Q Q m Q r` N 00 0 N a co c 0 a) c a_ co U r` O O 0 co ai (13 a) LL It IV I1 8 7 6 5 O /i 7774- C, r i FM �NNECT 2" F.M. TO EXISTING 1 CITY MANHOLE @ INV EL 80.00 SEE DETAIL SHEET C-531 I A, s __- ____ _ __ _ -- r — rx �„ ____ - FM i,00Ii 'r ,/ ^PpVM+ '' f- • _ -00I'I - 'may i- �` , ✓ 'fo t 111 J r _.--- , ` � r i 2 P �E I V S— e �F +_ OF E F r i X i - '-%' ! _--- _ � FM -- + -- -�- LAI SUMP _ FM SUMP 78 444*44001000001 INV=75.23 75.53 - --- — i --- — _ ��-- — — — — — —/ PP_ �� - i� i� I I i� i� i� li l II T jI ii i" I� i� ii G RCPI #3 E RCPI #2 D RCPI B CIVIL PERMIT ISSUE REV. REVISION DESCRIPTION 8 _i x LL o� r--LL LIJ 11 +1 - --__- — — — — — — — _ -- — =----__—===_L_._==________________________ —------------- - -:. .��---------r s!J !F / V. EXISTING 10" PVC FIRE MAIN REMOVE EXISTING 10" 90° BEN[ RELOCATE EXISTING BACKFLOW PREVENTER (SEE NOTE #1 ! . , 12" x 12" x 38' CONCRETE F.M. ENCASEMENT REMOVE EXISTING 10" 90' BEND EXISTING BUILDING PRELIMINARY NOT FOR CONSTRUCTION INSTALL 9 LF OF 10" PVC AWWA C-900 CLASS 200 (DR-14) EXISTING 10" PVC FIRE MAIN (SEE NOTE #2) /-12" x 12" x 20' CONCRETE BQLLARD PROTECTION (TYP) _ F.M. ENCASEMENT UT EXISTING 10" PVC MAIN AND INSTALL 10" MJ 90' BEND V 0 20 40 PUMP STATION LL CONTROLPANEL 1 C. . s-- C 0 f / NOTES: FM - FM L FM 1. 1 840 LF ± OF 2" PE 471�1-(DR-11 FORCEMAIN �.-. SANITARY SEWER P MP STATION SEE DETAIL HEET C-532 I \ -- JRH 04/30/2018 JRH 03/30/2018 JRH 03/16/2018 H JRH 02/15/2018 5 DRN. REV. DATE REV. 7 15y 1 "LEAD -'IN . " } DING 4" SANITARY SEWER INV EL 78.67 Haskell HASKELL III RiversideA enueY lacksoADDENDUM #2 KJC 05/16/2018 Phonenv(9N)lwida32202 Phone # (904) 791-4500 FO #5 KJC 05/01/2018 REVISION DESCRIPTION DRN. REV. DATE REV. REVISION DESCRIPTION DRN. REV. DATE oRn� CM NO- 3401007 6 5 It 4 1. THE CONTRACTOR SHALL REMOVE AND RELOCATE THE DDCV AS SHOWN. THE CONTRACTOR SHALL EVALUATE THE DDCV AND REPLACE ANY DAMAGED OR WORN OUT PARTS. 2. THE CONTRACTOR SHALL INSTALL FIXTURES THAT MEET OR EXCEED THE SYSTEM REQUIRMENTS. 3. THE CONTRACTOR SHALL PRESSURE TEST AND DISINFECT THE LINE PER NFPA AND CITY OF ZEPHYRHILLS STANDARDS. AMERICA CORPORATE ENGINEERING OFFICE 1322 CRESTSIDE DRIVE, SUITE 100 COPPELL, TEXAS 75019 3 WAREHOUSE EXPANSION ZEPHYRHILLS NATURAL SPRING WATER ZEPHYRHILLS, FLORIDA The kl%rmitim omtakwd an little document In the �� of NWHA and may not be copied or dbedoeed to allm unleee by NMI DAZE: —7-D.Y.: VWC sCN.E 2 se No 64986 A i �+y STATE_ OF 2' REG, NU. b4 UTILITY PLAN SIX SHIM I Nil: D C-131 1 REV. NQ Q Q U) m Q N_ V Co 0 N cCU G O C 7P 0 �t O 0 0 1;3- co N E M U_ n :91 DENSE WOODS g A G I RCPI #3 E RCPI#2 D RCPI B CIVIL PERMIT ISSUE REV. REVISION DESCRIPTION 8 7 6 5 I r 4 3 2 1 x x / --t�E N E, MD 0 1Z BID / X81.4 \ / 78— — S CUT EDGE AND EXTEND I I `I�,8r❑ I / IDEWALK AS SHOWN Xals I J4.2 MATCH EXISTING co — _ ' Imo' II X — XT7 182.3 -- --- __---- 1 E;5" — — — RUCK GATE rj LACED) ~z ! a EXISTING ! IQ z1 z HEAVY-DUTY � I� C, ASPHALT ! ! IQ x = c = PAVEMENT Cn I Q // I Q z G// \ I > !! RAMP OWN @ © �Q' > 1 :1 MAX. j / i ! P EXISTING TYPE'C' INLET !I \ .• x a.+, / +• / +. I _ �+GRATE EL 80.30 / oy� oy� oo INV 77.50 (N) 0 45.72' - ABT, INC. POLYDRAIN (! I MATCH EXISTING PAV�MENT g'* ono I o0 0l. Q MATCH EXISTING PAVEMENT SYSTEMS TRENCH DRAIN TCH TOPIOF SIDEW LK ME 3 ` h ° 8o GRATE ELEV = 80,30 TO E"I ISTING PAVEMENT EIEV w ° 0 ° ; 4- g —= — —a- a -- — — ° a © ABT, INC. POLYDRAIN I g ° ° ° ° , ° SYSTEMS 2610 CATCH BASIN EXISTING > o e " s0.30 ° WA R VALVE + o�R' 00`` 6��0 ° . e < a ° ° ° ° ' GRATE ELEV = 80.30 &BOX I z o o I° °� ° a INV OUT =76.30 ~ i a LYDRAIN 4 C ° ° A 824 G I ,�—� a , ° a.a 6.53' - ABT, INC. PO ! _ a° °a a °° C SYSTEMS TRENCH DRAIN RADE AR TO DRAT TO a��h o�oo o��\ o�oo �� i o�oo, ° ° goh.e n 4 a< �yp� GRATE ELEV = 80.30 EXISTINIG STORM INLET 0 0 0 o I s a OD 20' -12" SCHED. 40 PVC @ 0.50 /o I ! a 0 66' - 8" SCHED. 40 PVC ROOF DRAIN E a° ° ° +OMATCH TO OF SIDEW�LK H o ° Q 15"x15'x8"WYE& 0 © a 12" x 15" INCREASERT�XISTING P VEMENT E EV a " INV ELEV = 76.20 RAMP OWN @ I I 0.30 (D82' -15" SCHED. 40 PVC @ 0.50% 1 :1 MAX.C.O.`S ° a I �o . < <¢, _ e G 0. �o I QH CORE INTO SIDE OF STORM INLET EXISTING U/G—{� UTIL RISER BOX yII/ 82.5 I ! I! II I I JRH 04/30/2018 JRH 03/30/2018 JRH 03/16/2018 JRH 02/15/2018 DRN. REV. DATE 7 H 5 REV. MATCH EXISTING PAVEMENT �—ME MEN !X ! PARKING \ 82.00 TOP W. w DI \ I TOP=80.61 _ / ASPHALT - / PARKING ! I I ! II / ADDENDUM #2 FO #5 REVISION DESCRIPTION KJC 05/16/2018 KJC 05/01/2018 DRN. REV. DATE AND CONNECT 15" PVC PIPE TO STRUCTURE W/ WATER -TIGHT BOOT INV ELEV = 75.79 Snnshin Call 811 or www.sunshine811 _com two full business days before digging to have utilities located and marked. Check positive response _odes before you dT1 PRELIMINARY NOT FOR CONSTRUCTION THIS DRAWING IS NOT IN FINAL FORM AND IS BEING TRANSMITTED SOLELY FOR REVIEW, COMMENT AND INTERPRETATION BY THE PUBLIC AGENCY FURTHERMORE, THIS DOCUMENT MAY SUBSEQUENTLY BE REVISED BY THE ENGINEER TO REFLECT RESOLUTION OF ISSUES WITH THE PUBLIC AGENCY PRIOR TO FINAL ACTION BY THE AGENCY. CHANGES, REVISIONS AND MODIFICATIONS MAY PROMPT ADDITIONAL DOCUMENT SUBMITTAL FOR AGENCY APPROVAL. WAREHOUSE EXPANSION heHaskell Company ZEPHYRHILLS NATURAL SPRING WATER I�IASKELL I Jacksonville, Florida 32202 ZE P H YR H I LLS, FLORIDA Phone # (904) 791-4500 NORrHAMERICA The Infarmatim owtakwd on thb domrowt b tM cols pvperty Of NI CORPORATE ENGINEERING OFFICE and may not be copied or dhwkxmd to o9we wVIA' Nw a�ftwi d by N REV. REVISION DESCRIPTION DRN. REV. DATE DRAM oESM FIRM 3401007 1322 CRESTSIDE DRIVE, SUITE 100 DATE: D.M. SCALE OOPRIX NO.: COPPELL, TEXAS 75019 C+ 5 4 3 2 ►rl 0 20 40 A a No 64986 r , iIr s STATE" t?F ,tZ' sr �{ PEG NU. b4' f NORTH GRADING & DRAINAGE PLAN SIZE SPIFFY N0: REV. NM D C-141 1 C n - U) 00 o- N 00 0 N cz 75 0 C Is r U r` 0 0 o IT N E M C 0 LL 8 7 6 5 4 3 2 1 _ r— r r s X 814 I r .0100, _ D DOD L ' "IYam` —_ `_ 1.1� - .. - —'I► COT ov�-X 82.1--`---~ - — - ©D Oil SF F1 wo� :w-�- -- y00"i ­--� 'i 000 SF f III ` / �. s _ -- 0D �► 'i \-ODD coo Vol 7.4 'S X _.... �.s a✓'I `.� �- -• `UV "` �_ f _ ..,.. _ I I �-- �x .---—���_--- ._---- _----- L nth _ _ x -- �►�� --iiiis/�� SUMP00 SUMP INV-75.23 75.53SF C' �, ` — — --- =- �F— —SF� F — — — — --�� — — _ — — — —_— — = — — _ — P P - - �� - --- -- -- C R 0 At SF Cf) 82.3 - — --- --_- - - - - - - - - �p-_-_-__----- - - - - - ------------------ can / (Sl --`-= - - 0 LL LL f11 { in cf' % z1Q/ P-1 I / I{ x / �I NLL / Q3 I I Q QLL / 00 I II LIMITS OF DISTURBANCE x "J EROSION AND SEDIMENT NOTES: LEGEND: Lf) AREA = 0.56 AC (24.326 Vj % IP-1 1. THE EROSION CONTROL PLANS PROVIDE THE MINIMUM REQUIREMENTS TO MEET LOCAL, STATE AND Ll FEDERAL REGULATIONS. THE CONTRACTOR SHALL PROVIDE ADDITIONAL EROSION CONTROL MEASURES AS NECESSARY TO CONTROL SEDIMENT RUNOFF FROM THE SITE. LOD LIMIT OF DISTURBANCE 2. THE CONTRACTOR SHALL HAVE A QUALIFIED INSPECTOR ON -SITE FOR EROSION AND SEDIMENT CONTROL ACTIVITIES. THE QUALIFIED INSPECTOR SHALL MEET ALL OF THE REQUIREMENTS AS EXIS OUTLINED IN PART IV SECTION A AND B OF THE SPDES GENERAL PERMIT FOR CONSTRUCTION I P-� DROP INLET PROTECTION WATER VALVE . r IHP\ / , ACTIVITIES. & BOX 82.4 I � I It 1 i i 1 I � 1 {I SF i LL SOD I82.7 o I I SF Ij F SF L D i A I I , I I SOD f P -� II I I I ( \ G RCPI #3 JRH 04/30/2018 E RCPI#2 JRH 03/30/2018 D RCPI JRH 03/16/2018 H B CIVIL PERMIT ISSUE JRH 02/15/2018 5 REV. REVISION DESCRIPTION DRN. REV. DATE REV. 8 7 i i i i i ■ F— I I ADDENDUM #2 FO #5 REVISION DESCRIPTION 3. THE CONTRACTOR SHALL INSPECT THE EROSION CONTROL ELEMENTS EVERY 14 DAYS OR WITHIN 24 HOURS OF A 0.5 INCH RAINFALL EVENT, THE REPORTS SHALL BE MAINTAINED ON -SITE DURING THE CONSTRUCTION ACTIVITIES, 4. SOIL STOCKPILES ON -SITE SHALL BE PROTECTED BY SITE FENCE PLACED AROUND THE BASE OF THE STOCKPILE, 5, THE CONTRACTOR SHALL PROVIDE A LOW SIDE DUMPSTER LINED WITH PLASTIC FOR CONCRETE CLEANOUT, CONCRETE CLEANOUT SHOULD BE MAINTAINED IN A DESIGNATED AREA TO REDUCE THE RUNOFF. 6, ALL OTHER DISTURBED AREAS SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN 14 CALENDAR DAYS FROM THE LAST LAND -DISTURBING ACTIVITY. E&S SEQUENCE OF CONSTRUCTION: 1. INSTALL INLET PROTECTION AND SILT FENCE AS NECESSARY TO PROTECT EXISTING STORM STRUCTURES 2. MAINTAIN DUST CONTROL AND STREET SWEEPING TO REDUCE SEDIMENT ON PAVED AREAS 3. ALL AREAS NEED TO BE STABILIZED PRIOR TO REMOVAL OF THE EROSION AND SEDIMENT CONTROL MEASURES. *THE CONTRACTOR SHALL SUBMIT ALTERNATE PLANS TO THE PROJECT MANAGER AND ENGINEER PRIOR TO DEVIATING FROM THE SEQUENCE OF CONSTRUCTION. DISTURBED AREA: 0.56 AC 40�I�ASKELL The Haskell Company KJC 05/16/2018 III Riverside Avenue Jacksonville, Florida 32202 Phone # (904)791-4500 KJC 05/01 /2018 DRN. REV. DATE REV. REVISION DESCRIPTION DRN. REV. DATE °� DE "M 3401007 6 5 4 NOETH AMERICA CORPORATE ENGINEERING OFFICE 1322 CRESTSIDE DRIVE, SUITE 100 COPPELL, TEXAS 75019 3 O SOD PLACEMENT SF SILT FENCE SF DC DUST CONTROL PRELIMINARY NOT FOR CONSTRUCTION THIS DRAWING IS NOT IN FINAL FORM AND IS BEING TRANSMITTED SOLELY FOR REVIEW, COMMENT AND INTERPRETATION BY THE PUBLIC AGENCY FURTHERMORE, THIS DOCUMENT MAY SUBSEQUENTLY BE REVISED BY THE ENGINEER TO REFLECT RESOLUTION OF ISSUES WITH THE PUBLIC AGENCY PRIOR TO FINAL ACTION BY THE AGENCY. CHANGES, REVISIONS AND MODIFICATIONS MAY PROMPT ADDITIONAL DOCUMENT SUBMITTAL FOR AGENCY APPROVAL WAREHOUSE EXPANSION ZEPHYRHILLS NATURAL SPRING WATER ZEPHYRHILLS, FLORIDA Tlhs Infa wm ion 0ontak W an this documil t Is the sal of NiM,U and may not In copal or disolossd to odds unbw au=by N%Kk DATE 1x1IJ VWC si 2 0 20 40 A Y, mot` � �•�,�+L%E�S JJA �'�.. �4��� No ' r � : A r e � STATE OF ` 2' .0 EROSION AND SEDIMENT CONTROL PLAN SIM %UT Ill D C-161 1 IN I C Ims LL G RCPI #3 E RCPI #2 D RCPI B CIVIL PERMIT ISSUE REV. REVISION DESCRIPTION 8 F EXISTING BUILDING 3,341 SF (TO BE DEMOLISHED) EXISTING PAVED AREA -ASPHALT, 36,109 SF CONCRETE, WALKS, ETC. TOTAL EXISTING IMPERVIOUS AREA WITHIN PROJECT AREA = 0 20 40 39,450 SF N JRH 04/30/2018 JRH 03/30/2018 JRH 03/16/2018 JRH 02/15/2018 H ADDENDUM #2 KJC 05/16/2018 DrRN. I REV. DATE I REV. REVISION DESCRIPTION DRN. REV. DATE REV. REVISION DESCRIPTION 7 6 5 DRN. I REV. DATE I DRA*' 4 FM DESIGN NO- 3401007 NORMI AMERICA CORPORATE ENGINEERING OFFICE 1322 CRESTS DE DRIVE, SUITE 100 COPPELL, TEXAS 75C19 3 ° ® ® PROJECT BOUNDARY 46,450 SF EXISTING PAVED AREA - ASPHALT, 24,431 SF CONCRETE, WALKS, CURB, PADS, ETC. NEW HEAVY DUTY ASPHALT & CURB 8,640 SF NEW HEAVY DUTY CONCRETE DOCKS 5,132 SF NEW SIDEWALK 429 SF NEW LIGHT DUTY ASPHALT 193 SF TOTAL POST -CONSTRUCTION IMPERVIOUS AREA NAIITPINI PPr) IFC`T APPA = 38,825 SF er'i"'u tE11tFirrRr,� No 64986 Y ! STAT t>P ,h `n f% REG. NU. b4r�' ((Rr WAREHOUSE EXPANSION IMPERVIOUS SUMMARY PLAN ZEPHYRHILLS NATURAL SPRING WATER ZEPHYRHILLS, FLORIDA The Information containod on this document is the ads property of NMiNA Sig 9,1M NO- REV. NQ and may not be capNd or discloosd to others unless aut orind by N%VM — O DATE: D.M.: VWC SCALE 2 1 0 20 40 on MII 0 Q Q a) Cn m E Q LO M 00 0 N co c 0 c a 0 3 0 N U 0 0 0 co N E E C N LL DRILL & EPDXY INTO EXISTING 8 SAWCUT JOINT (SEALED) CONCRETE PAVEMENT � SEE DETAIL "A" Ir • •. N °. . °� ' •:.T e p :4 � • O. N .°• Y DOWEL GREASE DOWEL LENGTH SEE TABLE A EXISTING PAVEMENT NEW PAVEMENT TYPE "A" - END JOINT LOCATIONS WHERE A CONTRACTION JOINT FORMS A T-JOINT AT ANOTHER CONTRACTION JOINT: PLUNGE CUT THE FIRST CONTRACTION JOINT AT LEAST 6" IN DEPTH AT THE LOCATION AS INDICATED ON THE ILLUSTRATION WHERE THE SECOND CONTRACTION JOINT WILL INTERSECT. REFERENCE TABLE B FOR JOINT SPACING. c 1 CONCRETE JOINT DETAIL DETAIL NOT TO SCALE w^ 7 TABLE A: TYPE A DOWEL REQUIREMENTS DOWEL SPACING SLAB DEPTH ROUND DOWEL CENTER -TO -CENTER (IN.) DIAMETER (IN.) 6 TO 7 3/" 12 >7 TO 9 1" 12 >9TO11 1X" 12 *NOTE: FOR PAVEMENT THICKNESSES LESS THAN 6-INCHES THICK, NO JOINT REINFORCEMENT SHALL BEINSTALLED a d ° 24" LONG d PLUNGE CUT d ° (TYP.) d d ST UC<TURE a a d a d PLUNGE CUT DETAIL TABLE B: CONTRACTION JOINT SPACING SLAB DEPTH (IN.) MAXIMUM JOINT* SPACING (FT.) 5-6 12 > 6 15 *REF ACI 330R- THE RECOMMENDED LENGTH TO WIDTH RATIO IS 1 : 1 WITH THE MAXIMUM RATIO OF 1.25 : 1 %" SAWCUT JOINT (SEALED) SEE DETAIL "A" N �• p DIAMOND DIAMOND DOWEL SYSTEM LENGTH SECOND POUR FIRST POUR SEE DETAIL TYPE "D" - CONSTRUCTION JOINT 5 4 SAW CUT CONTRACTION JOINT CO SAW CUT CONTRACTION JOINT SEE TABLE "B" FOR MAXIMUM CONTRACTION JOINT SPACING f SEE DETAIL "B" %" SAWCUT JOINT (SEALED) _RD' RASKET ASSEMBLY - JOINT TYPE C VARIES - SEE PLANS VARIES SEE PLANS 1/4" PER FT. 1/4" PER FT. C �11yII�I�I�I VARIES SEE PLANS �a. JOINT A TYPE "C" JOINT WHEN EDGE IS 4" OR AS NOTED = TURNED DOWN FOR CURB ON PLANS PLAN SECTION "A -A" 8" SECTION "A-All IA_A WITH TURNED DOWN EDGE NOTES: 1. TYPE "C" JOINT MAY EITHER BE TOOLED IN WET CONCRETE OR SAWCUT AS SOON AS CONCRETE IS HARDENED TO ALLOW CUTTING WITHOUT RAVELING, BUT IN NO CASE TO BE TOOLED OR SAWCUT AFTER 8 HOURS OF PLACEMENT, 2. CONCRETE SHALL BE 3,000 P.S.I.. 3. IF SIDEWALK IS EXPOSED TO SEVERE COLD WEATHER CONDITIONS OR DEICING, THEN CONCRETE SHALL BE 4,500 P.S.I.. TABLE OF SIDEWALK JOINTS TYPE LOCATION TRANSVERSE JOINT AT INTERVALS EQUAL TO THE SIDEWALK WIDTH "E" AT THE P.C'S AND P.T.'S OF EACH CURVE, ABRUPT CHANGES IN DIRECTION, AND WHERE NEW SIDEWALK ABUTS EXISTING SIDEWALK OR OTHER EXISTING CONCRETE SURFACE STRUCTURES. B 1 CONCRETE SIDEWALK DETAIL B DETAIL NOT TO SCALE 0 F d Q a ° e e G e d TYPE "C" CONTRACTION JOINT TEST METHOD MOISTURE LOCATION MATERIAL DESCRIPTION LIFT THICKNESS FOR MAX. DRY COMPACTION CONTENT LOOSE DENSITY % POINTS LIMEROCK BASE COURSE Limerock Base meeting the Placed according to Modified Note: Base Course material requirements of Section Section 200, Florida Specifications Proctor 98 % 3% shall extend 911, Florida DOT Standard DOT Std. (ASTM D 1557) - (Top 12 O 98%) six inches nd pavemen or Specifications for Road &Bridge for Road &Bridge c Construction Construction BUILDING AREA SUBBASE: ax. Organic Content = 2% Modified (STRUCTURAL FILL) Note: Area of fill and SCS Classification: SP, SM, 12 Inches Proctor 95 % 3% compaction shall extend five feet r other combinations thereof (ASTM D 1557) (Top 12 ®98%) beyond building perimeter. PAVEMENT AREA SUBBASE Max. Organic Content = 2% (STRUCTURAL FILL) USCS Classification: SP, SM, Modified Note: Area of fill and compaction shall extend two feet III CL, or other combinations thereof 12 Inches Proctor (ASTM D 1557) (Top 12 ® 98%) +/- 3% beyond pavement limits Max. Organic Content = 2% Modified Proctor 95 % +/- 3% USCS Classification: SC 8 Inches (ASTM D 1557) (Top 12- ® 98%) TOP SOIL USCS Classification: CL, CH, ML, nc 8 Inches Modified Proctor 90 % +/- 3% SC or other combinations thereof. (ASTM D 1557) (Top 12 ® 98%) Y"R 0 " ° • CV 4 ° •� a •.. p 01 Y DIAMOND PREFABRICATED RECTANGULAR LOAD LENGTH PLATE BASKET OR PD3 BASKET SEE DETAIL TYPE "C" - CONTRACTION JOINT DETAIL "A" Z4" Y" PREMOLDED EXPANSION JOINT MATERIAL TYPE "E" EXPANSION JOINT NOTES: A 1. TEST FREQUENCY IS IDENTIFIED IN PROJECT SPECIFICATION SECTION 02300 - EARTHWORK. 2. MATERIAL DESCRIPTIONS APPLY TO ON -SITE AND OFF -SITE MATERIALS. 3. CHANGES TO THE ABOVE CRITERIA CAN ONLY BE MADE WITH APPROVAL OF ENGINEER. Al SUMMARY OF FILL PLACEMENT DETAIL NOT TO SCALE 5 FO #5 KJC 05/01/2018 G RCPI #3 JRH 04/30/2018 E RCPI #2 JRH 03/30/2018 B CIVIL PERMIT ISSUE JRH 02/15/2018 H ADDENDUM #2 KJC 05/16/2018 REV. REVISION DESCRIPTION DRN. REV. DATE REV. REVISION DESCRIPTION DRN. REV. DATE REV. REVISION DESCRIPTION 8 7 6 5 8 GA. SHIPPING WIRE @ 30" 0. C. TAPERED PLATE DOWELS WELDED AT OPPOSITE ENDS IN BASKET AT SPECIFIED SPACING ON CENTE _ PG\NG gP SSE HALF SLAB THICKNESS TO CENTER OF DOWEL TO WITHIN +0 R MINUS 1/8" SLAB DEPTH JOINT SEALER & BACKER ROD PER SPECIFICATION 3213 73 SAWCUT SEE DETAIL "B" PAVEMENT STRUCTURE THICKNESS TABLE SLAB DEPTH LOADING TAPERED PLATE DOWEL SPACING DOWEL CENTER -TO -CENTER (IN.) CLASSIFICATION DIMENSIONS (IN.) (IN.) 6TO7 H2O 3X2X12 18 >7 TO 9 H2O X 2� X 12 18 >9 TO 11 EXTRA HD a X 22 X 12 27 B3 DOWEL BASKET PD3 SYSTEM DETAIL DETAIL NOT TO SCALE #6 SMOOTH DOWEL FOR D=8" /'. #8 SMOOTH DOWEL FOR 6"<D!512" 24 14"DOWEL COATING . 2" MIN. CLOSED END BAR STOP/DOWEL N SLEEVE TO FIT DOWEL p _ AND BE SECURED 1J/" MIN. CLEARANCE CORK/REDWOOD EXPANSION JOINT FILLER * JOINT FILLER AND DOWEL SUPPORT SHALL BE OF A METHOD APPROVED BY THE ENGINEER OF RECORD TYPE "E" - EXPANSION JOINT 2 1 JOINT SEALER & BACKER ROD PER SPECIFICATION 3213 73 PRELIMINARY NOT FOR CONSTRUCTION -%" SAWCUT i DRAWING IS NOT IN FINAL FORM AND IS BEING TRANSMITTED SOLELY FOR REVIEW, AMENT AND INTERPRETATION BY THE PUBLIC AGENCY FURTHERMORE, THIS DOCUMEI 'SUBSEQUENTLY BE REVISED BY THE ENGINEER TO REFLECT RESOLUTION OF ISSUES PUBLIC AGENCY PRIOR TO FINAL ACTION BY THE AGENCY. CHANGES, REVISIONS AND )IFICATIONS MAY PROMPT ADDITIONAL DOCUMENT SUBMITTAL FOR AGENCY APPROVA Y" SAWCUT SEE SPECIFICATION SECTION 32 1313 FOR EARLY ENTRY METHOD DETAIL "B" JOINT SEALER SEE DETAIL "A" USED AT JUNCTIONS WITH THE BACKER ROD FOLLOWING STRUCTURE ELEMENTS SEE DETAIL "A" WALLS PORTLAND CEMENT -COLUMNS CONCRETE PAVEMENT -EQUIPMENT FOUNDATIONS -FOOTINGS ,. -DRAINAGE/SANITARY STRUCTURES .a NON EXTRUDED PREMOULDED i JOINT FILLER (A.S.T.M. D-1751) TYPE "I" - ISOLATION JOINT CONSTRUCTION NOTE: JOINT CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF POUR 0 STRATEGY AND CONSTRUCTION s '• ��� JOINT LAYOUT FOR APPROVAL / OL Gyir �1.. ' ' • 5� ��`` DIAMOND DOWEL PLATE DIMENSIONS ARE 4Y" SQ. & NOTES: ;• . �.;. • , ° • , ."` . ' ; <. ` 6.36" AT THE JOINT 1. THE LENGTH OF THE PD3 BASKET® PLATE DOWEL ::. 5'':MIN'. ; IS SPECIFIED AS A 12" OR 8" LENGTH TO DELIVER a ° ° UCTION • CONSTR AN EIGHT- OR FOUR- INCH SAW -CUT e: JOINT INSTALLATION CONSTRUCTION TOLERANCE. • 2. TAPERED PLATE DOWELS PLASMA CUT FROM G�: ' : , .• HOT ROLLED BAR PER ASTM A36 TO WITHIN 3/16" Ss��� '� �ti�• OF 12". 5����� ` . ,• ��� c 3. THE TAPERED PLATE DOWELS ARE COATED WITH A DOT APPROVED DEBONDING AGENT TECTYL® 506. THE COATING IS UNIFORMLY APPLIED WITHOUT EXCESSIVE DRIPS OR THICKNESS. 4. SIDE FRAME SUPPORTS FABRICATED FROM 1/4" DIAMETER COLD DRAWN WIRE PER ASTM A108 GRADE 1010 - 020. 5. ASSEMBLIES MANUFACTURED SO THAT THEY STACK ON TOP OF EACH OTHER FOR NOTES: ATTENTION: PAVEMENT DESIGN LIFE IS 20 YRS. PAVEMENT DESIGN LIFE GREATER THAN 20 YRS REQUIRE DOWEL PLATE CORROSION PROTECTION WHERE EXPOSED TO DEICING SALTS. PAVEMENT STRUCTURE THICKNESS TABLE SLAB DEPTH (IN.) DIAMOND LOAD PLATE DIMENSIONS (IN.) DIAMOND LOAD PLATE SPACING CENTER -TO -CENTER, (IN.) 6TO7 XXV2X4% 18 >7TO9 %X4%XV22 18 >9TO11 XX42X4y 27 TRANSPORTATION AND REMAIN STABLE UNDER CONCRETE PLACEMENT. 1. DIAMOND DOWEL® PLATES PROVIDE MAXIMUM LOAD TRANSFER PERFORMANCE BUT INDUCE NO LATERAL 6. END TAPERED PLATE DOWEL CAN BE PLACED UP RESTRAINT. 2. DIAMOND DOWEL®1/4"AND 3/8" PLATES SAW CUT FROM HOT ROLLED STEEL BAR; 3l4" PLATES SAW CUT TO 6" FROM JOINT INTERSECTION. 7. PD3 BASKET® ASSEMBLY AS MANUFACTURED BY FROM COLD ROLLED STEEL BAR. PNA CONSTRUCTION TECHNOLOGIES, INC. (800) 3. INSTALLATION TEMPLATE PROVIDED FOR SPEED, EASE AND ACCURACY OF INSTALLATION IN THE FIELD. 542-0214. 4. DIAMOND DOWEL® SYSTEM AS MANUFACTURED BY PNA CONSTRUCTION TECHNOLOGIES, INC. (800) 542-0214. B4 DIAMOND DOWEL DETAIL DETAIL NOT TO SCALE PALl , • 51 . Mft.-. • N-COMPACTED OR STABILIZED UPPER LAYER (SEE NOTE NO. 1) NOTES: 1. COMPACTED OR STABILIZED UPPER LAYER: IN AREAS WHERE SOFT OR OTHERWISE UNSUITABLE SOILS ARE IDENTIFIED DURING PROOF ROLLING, THOSE MATERIALS ARE TO BE UNDERCUT OR STABILIZED. 2. CONCRETE PAVEMENT SHALL BE 4,000 PSI COMPRESSIVE, 600 PSI FLEXURAL STRENGTH. MIX TO UTILIZE NOMINALY"-l" STONE FOR COARSE AGGREGATE, WELL -GRADED IN GENERAL ACCORDANCE WITH ACI-302-04, SECTION 6.3. CONCRETE PAVEM RUC K TYPE SUBBASE BASE CONCRETE ENTRAINED AIR TRUCK PAVEMENT 12" N/A 7" N/A A3 � CONCRETE PAVEMENT SECTION DETAIL NOT TO SCALE The Haskell Company I�IASKELL IIIIRiversideAenue Jacksonville, Florida 32202 Phone # (904)791_4500 DRN. REV. DATE DRAW DEM FM 3401007 4 RM NORTH AMERICA CORPORATE ENGINEERING OFFICE 1322 CRESTSIDE DRIVE, SUITE 100 COPPELL, TEXAS 75019 3 FINISH - GRADE SUBGRADE ELEV EX GRADE FDOT SP 12.5 WEARING COURSE I SP-19 BINDER COURSE FDOT LIMEROCK BASE STRUCTURAL FILL MATERIAL (IF FILL NEEDED) PROOF ROLL SURFACE OF UNDISTURBED SOIL \-COMPACTED OR STABILIZED UPPER LAYER (SEE NOTE NO. 1) NOTES: 1. COMPACTED OR STABILIZED UPPER LAYER: IN AREAS WHERE SOFT OR OTHERWISE UNSUITABLE SOILS ARE IDENTIFIED DURING PROOF ROLLING, THOSE MATERIALS ARE TO BE UNDERCUT AND REPLACED OR STABILIZED. /5\ 0 ■e �II ,•��Gf^tV'S F` i * �+' No 64986 wA • 'A ` STATE OF �. r a T �. Vr •y ASPHALT PAVEMENT SECTION WITHOUT CURBA4 DETAIL NOT TO SCALE REcVriO° 154 WAREHOUSE EXPANSION GEOMETRY DETAILS ZEPHYRHILLS NATURAL SPRING WATER ZEPHYRHILLS, FLORIDA The IMbrnwtlon aonI n' an V& docummt w tM •oM p�p�y of N IA SIZE 91EET NO- M. N06 and may not be copied or dloolond to al m unl... WF4, �d by NM1ft DAM D.D C- 520 tr.: VW scuE 2 1 PAVEMENT STRUCTURE THICKNESS TABLE TYPE SUBBASE BASE BINDER COURSE WEARING COURSE LIGHT -DUTY PAVEMENT 12" 6" 2" HEAVY-DUTY PAVEMENT 12" 10" 2" 1. 5" I _L I' II I I I 0- 3 m E 0) M 0 0 N r T (6 c 0 N c L a O N LO U ti 0 0 0 d- M N E M c N LL I�] 0 7 6 5 4 3 2 EDGE OF CONNECTING ROAD/DRIVE 1 R1-1 o PRELIMINARY 6"0 HOT DIPPED GALVANIZED 18" X 18" STO z NOT FOR CONSTRUCTION STEEL POST FILLED WITH 3,000 (MIN.) 24" X 24" o EDGE OF CONCRETE & PAINTED YELLOW 30" X 30" z VARIES PAVEMENT LU THIS DRAWING IS NOT IN FINAL FORM AND IS BEING TRANSMITTED SOLELY FOR REVIEW, 36" X 36" � COMMENT AND INTERPRETATION BY THE PUBLIC AGENCY. FURTHERMORE, THIS DOCUMEI 48 X 481 MAY SUBSEQUENTLY BE REVISED BY THE ENGINEER TO REFLECT RESOLUTION OF ISSUES M THE PUBLIC AGENCY PRIOR TO FINAL ACTION BY THE AGENCY. CHANGES, REVISIONS AND MODIFICATIONS MAY PROMPT ADDITIONAL DOCUMENT SUBMITTAL FOR AGENCY APPROVA' c 1 BOLLARD 6 INCH DETAIL DETAIL NOT TO SCALE TENSION BAND (15" O.C. MAX. AND WITHIN C4" FROM TOP AND BOTTOM OF FABRIC) 0 DRAIN 3,000 P.S.I. CONCRETE (MIN.) NOTES: 1. IN AREAS OF CONGESTED UNDERGROUND UTILITIES, ESPECIALLY ELECTRICAL CONDUITS, INSTALLER WILL EXCAVATE CAREFULLY AND ADJUST DEPTH ACCORDINGLY TO AVOID CONFLICT. 2' FABRIC CARRIAGE BOLT Omt TENSION BAR LIY lllJl 1 3AR TO ENGATE EACH FABRIC LINK BARBED WIRE OR TENSION WIRE END OR GATE POST DETAIL TENSION BAND DETAIL STEEL POST SCHEDULE MINIMUM OUTSIDE DIMENSIONS (NOMINAL) USE AND SECTION FABRIC 72" TO 96" FABRIC OVER 96" CORNER, END & PULL POSTS 2.875" O.D. 4.00" O.D. TUBULAR - ROUND LINE POSTS 2,375" O.D. 2.875" O.D. TUBULAR - ROUND TOP, BOTTOM & BRACE RAILS 1.66" O.D. TUBULAR - ROUND B 1 CHAIN -LINK FENCING DETAIL DETAIL NOT TO SCALE BTAnrn Tnn nr nl Inn R10 CONCRETE CURB AND GUTTER TAPER GUTTEI I ILn VLI\ VVI\U Al CURB TRANSITION DETAIL DETAIL NOT TO SCALE G RCPI #3 E RCPI #2 D RCPI B CIVIL PERMIT ISSUE REV. REVISION DESCRIPTION 8 L P( NOTES: I —III— I —I I —III —III —I 1. SET POSTS IN CONCRETE TO A MINIMUM DEPTH OF 3-0". USE A U-TYPE FLANGED STEEL SECTION FOR SIGN POSTS. 2. FOR FURTHER INFORMATION REFER TO THE LATEST EDITION OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS BY U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION. 3. SIGNS ARE TO BE MOUNTED AT A STANDARD HEIGHT OF 6' FROM GROUND TO BOTTOM OF SIGN. C2 STOP SIGN DETAIL DETAIL I NOT TO SCALE _rnn TChiclin AI 11111mC /TV❑ 1 ;T N �24" WHITE THERMOPLASTIC STOP BAR NOTES: 4" DOUBLE YELLOW THERMOPLASIC STRIPES 1. 6' UNLESS OTHERWISE ti CALLED FOR ON PLANS CENTERLINE OF DRIVEWAY OR ENTRANCE C3 STOP BAR DETAIL PLAIN PIN RIVETED FLUSH (TYP.) DETAIL NOT TO SCALE SUPPORT ARM TO BE VERTICAL � z OR LEAN INTO \ � PROPERTY � 0 yQ . LOCK PIN BARBED (TYP.) I WIRE (TYP.) NUIES: 1. PROVIDE BRACE PANEL LINE POST WHENEVER STRAIGHT RUNS CORNER POST EXCEED 500 FEET. CHAIN LINK SECURITY FENCE DETAIL BRACE PANEL DETAIL FOR NON -VERTICAL BARBED WIRE SUPPORT POST NOTES: FENCE LEGEND: 1. DETAILS SHOWN ARE TO CLARIFY REQUIREMENTS AND ARE NOT INTENDED TO LIMIT OTHER TYPES OF FENCE SECTIONS AND METHODS OF INSTALLATION. TYPE FE6 - CHAIN -LINE FENCE W/BARBED-WIRE ON SINGLE OUTRIGGER. 2. WIRE TIES, RAILS, POSTS AND BRACES SHALL BE CONSTRUCTED ON THE SECURE SIDE OF THE FENCE ALIGNMENT. CHAIN -LINK FABRIC TR - FENCE WITH TOP RAIL AND TENSION WIRE AT BOTTOM FINAL NUMBER IS FABRIC WIDTH IN INCHES, SHALL BE PLACED ON THE OPPOSITE SIDE OF THE SECURE AREA. 3. UNLESS SPECIFICALLY SHOWN OR SPECIFIED ALL FE6 FENCE SHALL HAVE APRON EXTENDED OUTWARD FROM THE AREA BEING PROTECTED. EXAMPLES. 4. C-SECTION POSTS SHALL BE INSTALLED SO THAT THE VOID INSIDE THE POST IS COMPLETELY FILLED WITH CONCRETE UP TO THE TOP OF THE FOUNDATION. FE6-TR-96 - CHAIN -LINK SECURITY FENCE WITH BARBED-WIREON SINGLE OUTRIGGER, TOP RAIL, AND 96 INCH FABRICWIDTH. JRH 04/30/2018 JRH 03/30/2018 JRH 03/16/2018 H ADDENDUM #2 JRH 02/15/2018 5 FO #5 DRN. REV. DATE REV. 7 FINI FLC SECTION A -A PAVED A2 3 FT CONCRETE RODENT STRIP DETAIL DETAIL NOT TO SCALE REVISION DESCRIPTION KJC 05/16/2018 KJC 05/01/2018 DRN. REV. DATE REV. CONCRETE ODENT STRIP TOP APPROVED GRAN BASE MAT[ 35°0'7` PLAIN PIN RIVETED FLUSH (TYP.) CORNER END OR PULL POST A3 CONCRETE HEADER CURB DETAIL DETAIL NOT TO SCALE 4+ HASKELL The Haskell Company Jacksonville, I Riverside Avenue Florida 32202 Phone k (9(4) 7914500 REVISION DESCRIPTION DRN. REV. DATE DRAW* OEM FM 3401007 5 4 1 C4 DETAIL BARBED-WIRE APRON _ ON EXTENSION ARMS TOP TENSION WIRE (TYP.) BRACE RAIL A"""""<TIE OR CLIPS (TYP.) �--TRUSS ROD NI (8" MIN. DIA.) 1 U MAX. :NT 14* NORTH AMERICA CORPORATE ENGINEERING OFFICE 1322 CRESTSIDE DRIVE, SUITE 100 COPPELL, TEXAS 75019 3 NOT TO SCALE /—TIE WIRES (TYP.) LINE POST CHAIN LINK FABRIC—� (9GAGE, 2" MESH W/ FABRIC SLATES) o U 0! m Q LINE POST—" IA —BOTTOM RAIL (TYP.) r 04 GRADE 4 M CONCRETE BASE 10' MAX. LINE POSTS TO BE EQUALLY SPACED CHAIN LINK SECURITY FENCE DETAIL 0 CI a TIE WIRES (TYP.) e 10" MIN. DIA. No 64986 -� r =A r ' STATE_ or- 2 . S, A4 DETAIL T NOT TO SCALE REG. NO. b4 t._ WAREHOUSE EXPANSION GEOMETRY DETAILS ZEPHYRHILLS NATURAL SPRING WATER ZEPHYRHILLS, FLORIDA wild may not be copied or disclosed to "I� ,yam DC— 521 E►. N. DAME D.Y.: V7 SCALE 2 1 8 17 6 1 5 4 1 3 12 1 Q Q N U) m E co u7 CID N CU 0 4- C O N U O O O N E cu N U_ ft I C INS 0 z U1 0 N 9 B C B C 5' 5' 15' 1 5' Flexible Pavt. I Graded Turnout A 8 C B C 8 C 8 C B A 8 C B C A 5' 5, I 5, 5 5 5 55 5 _5'_ _5'_ 5, Rigid Pavt. 'ITJL 'S OPEN JOINTS 30' Max. D D D D D E D 5' 5' 5' 5' 5' 5' 5' Flexible Pavt. — -� Graded Turnout 120' Max. 120' Max. 30' Max. 30' Max. 30' Max. 30' Max. 30' Max. Viz.: i A D D D D D D D F D D A D D E D D A '12 15'1 S 5' 1 5' 1 S' 5' 5 S' S` 5' V2 Rigid Pavt. �� SAWED JOINTS LONGITUDINAL SECTION LEGEND: A- 112" Expansion Joints (Preformed Joint Filler) B- %8' Dummy Joints, Tooled C- V8" Formed Open Joints D- 3116" Saw Cut Joints, 1112" Deep (within 96 hours) Max. 5' Centers E- 3j16" Saw Cut Joints, 1 %Z' Deep (within 12 hours) Max. 30' Centers Joint(s) Required When Length Exceeds 30' F- j;` Expansion Joint When Run Of Sidewalk Exceeds 120'. Intermediate locations when called for in the plans or at locations as directed by the Engineer. SIDEWALK JOINTS i i --———— — — — — — � LEGEND: 4" Thick Sidewalk NOTE: EXISTING SIDEWALK IS 4' WIDE JOINTING AS SHOWN HEREON SHALL APPLY TO NEW 4' SIDEWALK CONSTRUCTION. 2' Detectable —0001 Warning Surface I C 1 / � Border / Driveway / -- Shoulder Line � f -L --NERAk 06 _NOTE 6 -_-_ NOT APPLICABLE Driveway Edge Of Trave Way PLAN CONTINUOUS SIDEWALK = Edge Of Trave Way - PLAN DISCONTINUOUS SIDEWALK Sidewalk PROJECT SIDEWALK WIDTH= 4' MINIMUM _, 0.02 Max. SECTION C-C 2' Detectable Warning Surface Side Road Side Road CONCRETE SIDEWALK ON FLUSH SHOULDER ROADWAYS LAST O DESCRIPTION: FY ZOT %-1 S INDEX SHEET REVISION FD9n CONCRETE SIDEWALK NO. NO. 11101116 -- DESIGN STANDARDS 310 2 of 2 Ct Al F.D.O.T. STANDARD INDEX NO.310 - CONCRETE SIDEWALK ON FLUSH SHOULDER ROADWAYS (SHEET 2 OF 2) DETAIL NOT TO SCALE H ADDENDUM #2 KJC 05/15/2018 5 FO #5 KJC 05/01/2018 G RCPI #3 JRH 04/30/2018 E RCPI #2 JRH 03/30/2018 H ADDENDUM #2 KJC 05/16/2018 REV. REVISION DESCRIPTION DRN. I REV. DATE REV. REVISION DESCRIPTION DRN. REV. DATE REV. 8 7 6 PRELIMINARY NOT FOR CONSTRUCTION THIS DRAWING IS NOT IN FINAL FORM AND IS BEING TRANSMITTED SOLELY FOR REVIEW, COMMENT AND INTERPRETATION BY THE PUBLIC AGENCY. FURTHERMORE, THIS DOCUMENT MAY SUBSEQUENTLY BE REVISED BY THE ENGINEER TO REFLECT RESOLUTION OF ISSUES WITH THE PUBLIC AGENCY PRIOR TO FINAL ACTION BY THE AGENCY. CHANGES, REVISIONS AND MODIFICATIONS MAY PROMPT ADDITIONAL DOCUMENT SUBMITTAL FOR AGENCY APPROVAL. :91 OPTION B CI DETECTABLE WARNINGS ON FLUSH SHOULDER SIDEWALKS B4 F.D.O.T. INDEX 304, SHEET 6 OF 8 DETAIL I NOT TO SCALE 1.6" (MIN) EDGE OF <2° 2.4" (MAX) ON RAMPS THAT ARE PERPENDICULAR WITH THE DETECTABLE 10 CURB LINE, THE DOME PATTERN SHALL BE IN -LINE WARNING WITH THE DIRECTION OF TRAVEL. ON RAMPS INTERSECTION CURBS ON A RADIUS, THE DOME PATTERN SHALL BE IBN-LINE WITH THE DIRECTION V I OF TRAVEL TO THE EXTENT PRACTICAL O _ O O O TRUNCATED DOME B 2- X 5� < A A �CIS O O BASE -TO -BASE SPACING SHALL BE 0.65" MINIMUM BETWEEN DOMES. INTEGRAL DOME TYPICAL PLAN ALL SIDEWALK CURB RAMPS SHALL HAVE 0.9" (MIN) DETECTABLE WARNING SURFACES THAT �_14' (MAX) EXTEND THE FULL WIDTH OF THE RAMP AND IN THE DIRECTION OF TRAVEL 24 INCHES FROM BACK OF CURB. 04 THE TOP WIDTH OF THE DOME SHALL BE A o 0 MINIMUM OF 50% AND A MAXIMUM OF 65% +I OF THE BASE DIAMETER. CD SECTION A -A `e `��G �iq$+n A Pair No 64986 A w STATE- OF, r J DETECTABLE WARNING - WITH TRUNCATED DOME A4 �,. DETAIL NOT TO SCALE / REG. NU. 641�' ow WAREHOUSE EXPANSION GEOMETRY DETAILS 411 NASKELL IheHaskell Company Riverside Avenue ZEPHYRHILLS NATURAL SPRING WATER Jacksonville,Florida 32202 ZEPHYRHILLS, FLORIDA Phone # (904) 791 A500 l NORTH AMERICA MW „0m, an thb doolirrIat N IM Wo p�p�/ Of NYU SIB �.� REV. NIM CORPORATE ENGINEERING OFFICE �d nW not be acPW or dbdOMO tv A unWm aY+vlOfi��tl by �' T REVISION DESCRIPTION DRN. REV. DAIS DRAB DEM �j�p-. 3401007 1322 CRESTSIDE DRIVE,SUIT 100 D'M D. ' �' L C— 522 5 4 3 2 I I I r 1 Q a. a) Cn 3 a m 0- 00 00 O CIO 75 O Q) ^c rn O N LO O O O M N E Iu U_ UK C SYMBOLS: ® Work Area ■ Channelizing Device (See Index No. 600) []i Work Zone Sign Buffer Space Flagger See Table 1 =t> Lane Identification + Direction of Traffic Work Area 250' C B A D • BE ONE LANE ROAD < 44 PREPARED ROAD WORK TO STOP AHEAD AHEAD 10 41 Device Spacing (See Table 1) ROAD ONE LANE BE � • Tangent WORK ROAD PREPARED AHEAD AHEAD TO STOP Taper Length D 50' To 100' May Be omitted if ROAD WORK AHEAD sign is installed upstream within the project limits. A B C GENERAL NOTES: WITHOUT TEMPORARY RAISED RUMBLE STRIPS 1. Special Conditions may be required in accordance with these notes 4. When a side road intersects the highway within the TTC zone, place and the following sheets: additional TTC devices in accordance with other applicable TCZ Indexes. A. Railroad Crossings: 5. The two channelizing devices directly in front of the work area may be a. If an active railroad crossing is located closer to the Work Area than omitted provided vehicles in the work area have high -intensity rotating, the queue length plus 300 feet, extend the Buffer Space as shown on flashing, oscillating, or strobe lights operating. Sheet 3. b. If the queuing of vehicles across an active railroad crossing cannot be 6. When Buffer Space cannot be attained due to geometric constraints, use avoided, provide a uniformed traffic control officer or flagger at the the greatest attainable length, not less than 200 ft, for posted speeds highway -rail grade crossing to prevent vehicles from stopping within greater than 25 mph. the highway -rail grade crossing, even if automatic train warning 7. ROAD WORK AHEAD and the BE PREPARED TO STOP signs may be omitted if devices are in place. all of the following conditions are met: B. If the Work Area encroaches on the Centerline, use the Layout for Temporary Lane Shift to Shoulder on Sheet 3 only if the Existing A. Work operations are 60 minutes or less. Paved Shoulder width is sufficient to provide for an 11' lane B. Speed limit is 45 mph or less. between the Work Area and the Edge of Existing Paved Shoulder. C. There are no sight obstructions to vehicles approaching the work area for BReduce the posted speed when appropriate. a distance equal to the Buffer Space shown in Table 1. 2. Temporary Raised Rumble Strips: D. Vehicles in the work area have high -intensity, rotating, flashing, oscillating, or strobe lights operating, A. Use when both of the followwing conditions are met concurrently: E. Volume and complexity of the roadway has been considered. a. Existing Posted Speed 55 mph or greater; F. If a railroad crossing is present, vehicles will not queue across rail tracks. b. Work duration is greater than 60 minutes. G. AFADs are not in use. B. Use a consistent Strip color throughout the work zone. 8. See Index 600 for general TCZ requirements and additional information. C. Place each Rumble Strip Set transversely across the lane at locations shown. D. Use Option I or Option 2 as shown on Sheet 2. Use only one option 9. Automated Flagger Assistance Devices (AFADs) may be used in accordance throughout work zone. with Specifications Section 102, 990 and the APL vendor drawings. 3. Additional one-way control may be provided by the following means: a A. Flag -carrying vehicle; ° B. Official vehicle; C. Pilot vehicles; D. Traffic signals. When flaggers are the sole means of one-way control, the flaggers must be in sight of each other or in direct communication at all times. ry VA H 5 G E REV. 9 TABLE 1 Posted Speed DEVICE SPACING Distance Between Signs Buffer Space Maximum Spacing of Canes or Tubular Markers Maximum Spacing of Type 1 or Type iI Barr icadesjPanels/Drums On a Taper On a Tangent On a Taper On a Tangent A 1 B C D 25 20' 50, 20' 50, 200' 200' 200' 100' 155' 30 20' 50, 20' 50' 200' 200' 200' 100' 200' 35 20' 50' 20' 50' 200' 200' 200' 100' 250' 40 20' 50' 20' 50' 45 20' 50' 20' 50' 350' 350' 350' 175' 360' 50 20' 50' 20' 100' 500' 500' 500' 250' 425' 55 20' 50' 20' 100' 2640' 1500' 1000' 500' 495' 60 20' 50' 20' 100' 2640' 1500' 1000' 500' 570' 65 20' 50' 20' 100' 2640' 1500' 1000' 500' 645' 70 1 20' 1 50' 1 20' 1 100' 2640' 7500' 1000' 500' 730' CONDITIONS WHERE ANY VEHICLE, EQUIPMENT, WORKERS OR THEIR ACTIVITIES ENCROACH THE AREA BETWEEN THE CENTERLINE AND A LINE 2' OUTSIDE THE EDGE OF TRAVEL WAY. LAST Z DESCRIPTION: INDEX SHEET REVISION 0 FY 2017-18 TWO-LANE, 'TWO-WAY, NO NO F. DESIGN STANDARDS WORK WITHIN THE TRAVEL WAY o�io�i16 � � �A 603 1 of 3 F.D.O.T. STANDARD INDEX NO.310 - CONCRETE SIDEWALK ON FLUSH SHOULDER ROADWAYS (SHEET 2 OF 2) DETAIL NOT TO SCALE ADDENDUM #2 KJC 05/16/2018 FO #5 KJC 05/01/2018 RCP) #3 JRH 04/30/2018 RCPI #2 JRH 03/30/2018 H ADDENDUM #2 KJC 05/16/2018 HASKELL The Haskell Company I I I Riverside Avenue Jacksonville, Florida 32202 Phone # (904)791-4500 REVISION DESCRIPTION DRN. REV, DATE REV. REVISION DESCRIPTION DRN. REV. DATE REV. REVISION DESCRIPTION DRN. REV. DATE ow►"t � j�p,., 3401007 8 7 6 5 4 NNestle ORTH AMERICA CORPORATE ENGINEERING OFFICE 1322 CRESTSIDE DRIVE, SUITE 100 COPPELL, TEXAS 75019 3 PRELIMINARY NOT FOR CONSTRUCTION THIS DRAWING IS NOT IN FINAL FORM AND IS BEING TRANSMITTED SOLELY FOR REVIEW, COMMENT AND INTERPRETATION BY THE PUBLIC AGENCY. FURTHERMORE, THIS DOCUMENT MAY SUBSEQUENTLY BE REVISED BY THE ENGINEER TO REFLECT RESOLUTION OF ISSUES WITH THE PUBLIC AGENCY PRIOR TO FINAL ACTION BY THE AGENCY. CHANGES, REVISIONS AND MODIFICATIONS MAY PROMPT ADDITIONAL DOCUMENT SUBMITTAL FOR AGENCY APPROVAL. WAREHOUSE EXPANSION ZEPHYRHILLS NATURAL SPRING WATER ZEPHYRHILLS, FLORIDA In adb wMw =ntubW an " doounant In In ads property of N IA and nay not be oopW or dbdowd to om and unWn wfhoifsod by MM 2 c * +' No 64986 STATE-7 OF act,q/REG. NU. b4 i GEOMETRY DETAILS D 37 C-523 REV. "M a C IV IJ is Kv 8 7 6 5 CONTROLPANEL DESIGN AND COMPLIANCE NOTES 1. SYSTEM SPECIFIED ON THIS PAGE COMPLIES WITH THE FOLLOWING REFERENCE STANDARDS: • FLORIDA ADMINISTRATIVE CODE (FAC) CHAPTER 62-604 "COLLECTION SYSTEMS AND TRANSMISSION FACILITIES" AND ALL RELATED AND CROSS REFERENCED STANDARDS • NFPA 820 • RECOMMENDED STANDARDS FOR WASTEWATER FACILITIES (TEN STATES STANDARDS). 2. WET WELL TOP AND CONTROLS MUST BE APPROPRIATELY LOCATED ABOVE THE 25 YEAR AND 100 YEAR FLOOD ELEVATIONS, RESPECTIVELY, PER F.A.C. 62-604.400(2)(e). SEWAGE GRINDER PUMP STATION SPECIFICATIONS 1. FURNISH AND INSTALL SPECIFIED SUBMERSIBLE GRINDER PUMP AS SUPPLIED BY SOUTHEASTERN PUMP. (800)688-5927 2. OIL FILLED MOTOR DESIGN FOR SEWAGE APPLICATION WITH EITHER NEMA B OR NEMA F INSULATION VALUES 3. WET WELL SHALL BE H2O LOAD RATED FIBERGLASS REINFORCED POLYESTER (FRP) MANUFACTURED BY LF MANUFACTURING TO WITHSTAND HIGH GROUND WATER CONDITIONS. WET WELL SHALL ALSO BE SUPPLIED WITH SERIAL NUMBER TO BE UNIQUELY IDENTIFIED. 4. ALUMINUM HATCH SHALL BE REINFORCED FOR 300 LBS/FT LOAD RATING WITH HOLD OPEN SAFETY ARM, LOCKING DEVICE, AND STAINLESS STEEL HARDWARE. 5. BASIN ASSEMBLY TO INCLUDE SCH 80 PVC DISCHARGE PIPING 6. THE FOLLOWING COMPONENTS SHALL BE 304 STAINLESS STEEL: GUIDE RAILS, UPPER GUIDE RAIL BRACKETS, CABLE RACK, AND LIFTING CHAINS. THESE COMPONENTS SHALL BE INSTALLED BY SOUTHEASTERN PUMP PRIOR TO DELIVERY OF FIBERGLASS BASIN PACKAGE/ASSEMBLY. 7. FLOAT SWITCHES SHALL BE MANUFACTURED BY ANCHOR SCIENTIFIC 8. CONTRACTOR SHALL FURNISH ZOELLER MODEL 7011 REVERSIBLE GRINDER PIMP(S) AS SPECIFIED HEREIN. THE SUBMERSIBLE PUMP SHALL BE CAPABLE OF HANDLING SEWAGE AND GRINDING IT INTO FINE SLURRY ENABLING IT TO BE PUMPED OVER LONG DISTANCES IN PIPELINES AS SMALL AS 1.251, DIAMETER. THE PUMP SHALL BE BI-DIRECTIONAL AS TO ALLOW THE MOTOR TO OPERATE IN EITHER DIRECTION THEREBY ENABLING THE CUTTER BLADES TO CHANGE THEIR ROTATION DIRECTION WITH EACH DUTY CYCLE. THIS ACTION INITIATED BY THE CONTROL PANEL WILL EXTEND THE EFFECTIVE SERVICE LIFE OF THE CUTTER MECHANISM PLUS ELIMINATE CLOGS AND JAMS IN THE PUMP HOUSING. SINGLE DIRECTION DESIGNS SHALL NOT BE CONSIDERED EQUAL CONTROL PANEL PER DEP REQUIREMENTS: 1. CONTROL PANEL SHALL BE LISTED UL 508 OR UL 698A FOR OPERATION MOTORS LOCATED WITHIN CLASS 1 GROUP D LOCATIONS AS SUPPLIED BY SOUTHEASTERN PUMP. (800)688-5927 2. GENERATOR RECEPTACLE FOR EMERGENCY POWER CONNECTION WITH MECHANICAL INTERLOCK TO PREVENT NORMAL AND EMERGENCY MAIN BREAKERS BEING ENERGIZED AT THE SAME TIME 3. CONTROL PANEL TO INCLUDE LIGHTNING ARRESTOR OR SURGE PROTECTOR IN ACCORDANCE WITH F.A.C. CHAPTER 62-604.400(2)(b) 4. BATTERY BACKUP ON H.W.A. WITH MANUAL RESET. 5. VOLTAGE MONITOR SHALL BE SUPPLIED FOR SINGLE PHASE SERVICE 6. A PHASE MONITOR SHALL BE SUPPLIED FOR 3 PHASE SERVICE 7. CONTACTORS AND OVERLOADS SHALL BE RATED PER IEC STANDARDS AND PROPERLY SIZED PER THE MOTOR REQUIREMENTS. CONTACTORS SHALL PROVIDE FOR SAFE TOUCH POWER AND CONTROL TERMINALS 8. GREEN PILOT LIGHTS SHALL ILLUMINATE EACH TIME THE MOTOR IS RUNNING 9. EACH PUMP SHALL HAVE AN ELAPSED TIME METER TO RECORD ACCUMULATED RUN TIME 10. A DUPLEX GFI RECEPTACLE SHALL BE SUPPLIED AND MOUNTED ON THE INNER DOOR H ADDENDUM #2 REV. REVISION DESCRIPTION 8 KJC 05/16/2018 DRN. REV. DATE REV. 7 H 3 EA. - 2 INCH SCH80 PVC CONDUIT - A-- 12 in. ---1- INLET SHIPPED LOOSE FOR FIELD INSTALLATION \ D E F G DUPLEX LIFT STATION DETAIL (NOT TO SCALE) MODEL NO. C1 R STAINLESS STEEL ALUMINUM COVER WITH 6-HOOK CABLE RACK HINGED ACCESS DOOR (300 PSF RATED) STAINLESS STEEL PADLOCKABLE PUMP LIFTING CHAIN / VALVE GRINDER PUMP I __.._.._. _ _..__.._ ..._ _PECIFIED BY ENGINEER CONCRETE BALLAST REQUIRED 0.60 Cu Yds NOTE: FIBERGLASS FILLET (48" DIA. WET WELL AND LARGER ONLY) 11'PE 4710 DR11 18" 36" 45° BEND MIN. i COVER 450 BEND REDUCER PVC TO PE 2INCH COUPLING DISCHARGE SCH 80 PVC UNION - CHECK VALVE 304 SS GUIDE RAIL PIPE FIBERGLASS WET WELL MATERIAL ANTI -FLOTATION COLLAR ADDENDUM #2 CRITICAL DIMENSIONS & ELEVATIONS A TOP OF WET WELL 82.00 ft, B INFLUENT PIPE INVERT 78.67 ft. C HIGH WATER ALARM "ON" 78.67 ft. D LAG PUMP "ON" 77.95 ft. E LEAD PUMP "ON" 77.95 ft. F ALL PUMPS "OFF" 77.00 ft. G WET WELL FLOOR 76.00 ft. H WET WELL DEPTH 6.00 ft. WET WELL DIAMETER 36 inch VALVE BOX DEPTH VALVE BOX WIDTH VALVE BOX LENGTH M MINIMUM CLEARANCE BETWEEN PUMPS 00.00 ft. N DISTANCE BETWEEN DISCHARGE PIPES 00.00 ft. CONCRETE BALLAST REQUIRED Cu Yds DISCHARGE PIPE SIZE 2 inch INFLUENT PIPE DIAMETER & TYPE Verify DISCHARGE PIPE DEPTH (THROUGH VALVE PIT) 18 IN. BOTTOM OF PANEL (ABOVE GRADE) 30 - 36 inches SYSTEM CURVE FLOW WPM) TDH PUMP'ON' (ft) TDH PUMP 'OFF' (ft) AVG TDH (ft) 10 10.5 11.4 11.0 15 19.3 20.3 19.8 20 30.8 31.8 31.3 25 44.9 45.8 45.4 30 61.4 62.3 61.9 REVISION DESCRIPTION DRN. REV. DATE REV. REVISION DESCRIPTION 6 5 PUMP PERFORMANCE CHARACTERISTICS GPM: 18.3 TDH (ft): 27 PUMP HP: 2 HP CABLE LENGTH: 35 FT. ELECTRICAL SERVICE: -280-298 -239-240- 460-480 4PI AGE <OR> FEE PUMP MANUFACTURER: ZOELLER Company ($� NASKELL , I I Riverside Avenue Jacksonville, Florida 32202 Phone # (9(X) 7914500 DRN. REV. DATE °RA*' DEM MM COMM NO- 4 ■ 100 NORTH AMERICA CORPORATE ENGINEERING OFFICE 1322 CRESTSIDE DRIVE, SUITE 100 COPPELL, TEXAS 75019 3 24 1 Nil ■ Q] SEAL OFFS !4 PANEL MATERIAL ❑ FIBERG�AGG- ■ STAINLESS STEEL VOLTAGE/PHASE ❑ 298V ® 460v ❑ -a hase- 0 3 Phase FLA xx OPTIONAL J-BOX YES NO J-BOX MATERIAL ❑ FIBERGLASS ❑ STAINLESS STEEL NO1T E SUME PR13TECTION DEVICE SFEPPED LOOSE WITH PANEL AND TO BE NE]UNTIED OUT:SIDE OF THE PANEL EY OTHERS SOUTHEASTERN PUMP Pompano Beach (800) 396-4182 Tampa (800) 688-5927 Jacksonville (904) 425-6931 PRELIMINARY NOT FOR CONSTRUCTION a C I No 64986 i A y -3 r ATI_ rr ri"46ifl ' REG. NO. 64 (to q- WAREHOUSE EXPANSION UTILITY DETAILS - PUMP STATION ZEPHYRHILLS NATURAL SPRING WATER ZEPHYRHILLS, FLORIDA wid my rwt be D.YoopW a to oUtwe ""' ° r MNA. DADWMA am . C - 5 31 M. . LE: .: VWC SCALE 2 1 THIS DRAWING IS NOT IN FINAL FORM AND IS BEING TRANSMITTED SOLELY FOR REVIEW, COMMENT AND INTERPRETATION BY THE PUBLIC AGENCY. FURTHERMORE, THIS DOCUMENT MAY SUBSEQUENTLY BE REVISED BY THE ENGINEER TO REFLECT RESOLUTION OF ISSUES WITH THE PUBLIC AGENCY PRIOR TO FINAL ACTION BY THE AGENCY. CHANGES, REVISIONS AND MODIFICATIONS MAY PROMPT ADDITIONAL DOCUMENT SUBMITTAL FOR AGENCY APPROVAL. I 8 7 6 5 4r 4 3 2 1 HEAVY DUTY ADJUSTABLE CLEANOUT COVER AND PLUG SEE NOTE NO. 1 FINISHED GRADE LEVEL SEE CIVIL DRAWINGS FOR ELEVATIONS =1=I 1_l I IEI I M1 LARGE CATCH BASIN (610) 1=1 I I-1 I I=i I III 1-1 I I �I III III"'I I 1.64' PROVIDE CONCENTRIC 4" DRAINAGE PIPING 2610 CATCH BASIN REDUCER WHERE PRELIMINARYD 11.44' INCLUDES: REQUIRED. D 39.19" 600-TOP SECTION ®°O°°°°°°°°°� NOT FOR CONSTRUCTION 602 -BOTTOM SECTION DRAINAGE PIPING BELOW GRADE - SEE 603 - CAST IRON FRAME PLANS FOR SERVICE TYPE, SIZES PIPING THIS DRAWING IS NOT IN FINAL FORM AND IS BEING TRANSMITTED SOLELY FOR REVIEW, ///��� /'� p COMMENT AND INTERPRETATION BY THE PUBLIC AGENCY. FURTHERMORE. THIS DOCUMENT O O 0 L /O r R vu 0 O 604 -CAST IRON GRATE CONTINUATIONS AND INVERT MAY SUBSEQUENTLY BE REVISED BY THE ENGINEER TO REFLECT RESOLUTION OF ISSUES WITH ELEVATIONS. THE PUBLIC AGENCY PRIOR TO FINAL ACTION BY THE AGENCY. CHANGES, REVISIONS AND MODIFICATIONS MAY PROMPT ADDITIONAL DOCUMENT SUBMITTAL FOR AGENCY APPROVAL. ADDITIONAL PARTS REQUESTED: �ro�N° ° ° o ° ° ° ° ° (D.00 608 - STAINLESS TRASH BUCKET PLAN VIEW SCHEMATIC TWO-WAY CLEANOUT NOTES: 1. CAST CLEANOUT BODY IN 12'02"x6" DEEP CONCRETE PAD WITH TOP OF PAD AT 1" ABOVE FINISHED GRADE LEVEL AND PROVIDE A 3/4" 450 CHAMFERED EDGE ON TOP CORNERS. CHANNEL LIP BUTTS UP TO FRAME AND DUCTILE IRON ADA SLOTTED GRATE OF CATCH BASIN C3RATE DRAINAGE CLEANOUT DETAIL C4 x 603 FRAME AND 604 GRATE W/ TRASH BUCKET ABTDRAIN CHANNEL WITH DETAIL NOT TO SCALE DETAIL NOT TO SCALE FRAME & GRATE SHOWN SEE GRATE DETAIL (INLAY GRATES AVAILABLE) SEED AND MULCH TOPSOIL FINISH GRADE FINISH GRADE EXPANSION JOINT POSY FINISH GRADE TOPSOIL ELEVATION LAND NCRETE CURB ALL SIDES ii �'� z ELEVATION x ° GUTTER PAVEMENT GRATE 2504 9" 6.1" 9" SUBGRADE x GENERAL FILL °° wT_ ELEVATION :.:. c� SLOT WIDTH 0.47 DCL C SEE PAVEM ENT - 4 O C ,d —III I I I I I a a DESIGN DETAIL o a I— _ e {1` •i ,~4 a .a .a I N / _ a. o D II I I III III _ 00000 \ \ z d _ / O I I I I III III D IIIjjII� j��j� IIIjIIII d UUU DOWN BOLT \ U LOCK DO ' 4 - W I I III D / d' D I NV:624.82 TOPSOIL 0��00 POLYLOCK LOCKTMTOGGLE 4" PVC SDR-35 //� SEED AND MULCH 0000o ABTDRAIN CHANNEL \ j\\�\\j\\�\\�\\jam\\ INV: 624.32 SANITARY a \\/\ m FINISH GRADE 1" BELOW FINISH GRADE AT // // /� // / / \/\ PAVEMENT EDGE PAVEMENT EDGE 4 88 \\,\\j\\j\\j�\\��� ANCHOR RIB INV: 624.24 / / FINISH GRADE PLAN VIEW �� FINISH GRADE SLOPE PER PLANS ELEVATION 9 CONCRETE (4,000PSI) CROSS SECTIONAL VIEW /� //� / / / / / / /// ///� ELEVATION a e A a #3 REBAR @ 12" O.0 �/\\\ \\\ \\\ \ \\\ \\\ \\\ \\ \\\ \\\ \ x <. a' . a ... a ° e 4- #3 REBAR CONTINUOUS// // // // 3" CLR ,\\�\\�\\�\\�\\�\\�\\�\\.\\/\\/ 6" PVC- SDR 35 (TO ST-423) I I III 9" CONCRETE (4,000PSI) CROSS SECTIONAL VIEW INV: 624.82 I NOTES: CONTRACTOR TO INSTALL DRAIN AND FITTINGS PER MANUFACTURERS RECOMMENDATIONS. #3 REBAR @ 12" O.I I I �Ed I I I I I THIS DETAIL WAS MODIFIED FROM THE ABT, INC. STANDARD DETAILS TO BE PROJECT SPECIFIC. 4- #3 REBAR CONTINUOUS CLR 3" NOTES: I 1. THE FINISH GRADE ELEVATION REFERS TO THE ELEVATIONS SHOWN ON THE PLANS UNLESS OTHERWISE NOTED. © 2. THE SUBGRADE ELEVATION REFERS TO THE FILUCUT ELEVATION BELOW THE TOPSOIL. 3. TOPSOIL MATERIAL SHALL BE CLEAR OF ROCKS AND PLANT DEBRIS. B 1 TRENCH DRAIN DETAIL - PRIVATE B3 FINISH GRADE DETAIL - SEEDED CONDITION DETAIL NOT TO SCALE DETAIL NOT TO SCALE BDOWNSPOUT BUILDING WALL DOWNSPOUT DOWNSPOUT ; (SEE ARCH. DRAWINGS (SEE ARCH. DRAWINGS FOR (SEE ARCH. DRAWINGS FOR WALL SECTIONS) REDUCER LOCATIONS AND DETAILS) (SEE ARCH. DRAWINGS FOR LOCATIONS AND DETAILS) ADJUST DOWNSPOUT TO MEET ROOF DRAIN PIPING (SEE NOTE 1) FOR WALL SECTIONS) (SEE DETAILED SECTION FOR MORE INFORMATION) DOWNSPOUT (SEE DETAILED SECTION 2 FROM FACE OF WALL METAL CAP (SEE NOTE 5) FOR MORE INFORMATION) METAL CAP (SEE NOTE 5) METAL CAP (SEE NOTE 5) METAL CAP (SEE NOTE 5) FINISH FLOOR EL. REDUCER (SEE NOTE 1) REDUCER (SEE NOTE 1) = AIR GAP / OVERFLOW = XX XX FINISH FLOOR EL. (DO NOT CAULK) ® FINISHED GRADE EL. = XX.XX _ _ 2" FROM FACE OF WALL 1=11_ I-1 I I=111, 1_11=III=! I I— = XX.XX — — "' FINISHED GRADE EL. I REDUCER I I 1 111 —__ — = I -! 1 II I I=1 I=1 I I-1 I I-1 I I- I I '' = XX.XX \ (SEE NOTE 1) I � F�=1 o BEND (TYP.) (SEE III-� I ROOF DRAIN SECTIONS �—I 11— 0 w " NOTE NO. 2) :I I 1=1 LI = _ _ � z � 1 I NOTES: —I 11—I I I-1 I 1=111— 1� I 1. WHERE A REDUCER IS NECESSARY FOR ROOF DRAIN PIPING TO FIT TO BUILDING DOWNSPOUT, INSTALL REDUCER WITH THE LARGE OPENING UP. —I I i=III =111 z DOWNSPOUT SHALL EXTEND 4" INTO REDUCER, WHERE APPLICABLE. USE REDUCER SIZE AS SHOWN BELOW: =1 I— W LENGTHS VARY TYP. _ - -I 11= = o STEM WALL OR NO FOOTING (SEE ( ( ) c� IUj w STRUCTURAL DRAWINGS) (SEE NOTE 2) = o DOWNSPOUT SIZE REDUCER SIZE ^ . I I C0 TOP OF FOOTING oQ I I EU WW 0 > TOP OF FOOTING OR o of 4" X 4" 8" X 6" EL. =VARIES BEND (TYP.) c� > 6" X 6" 10" X 8" (SEE NOTE 3) BOTTOMOF S (SEE NOTE 3) r NARROW FOOTING I (SEE NOTE 2) SEE STRUCTURAL 8" X 8" 12" X 10" DRAWINGS FOR TYPE AND I (SEE STRUCTURAL SIZE OF FOOTING MATCH ROOF 2. LENGTHS OF PIPE, TYPES OF BENDS, AND QUANTITIES OF FITTINGS MAY VARY DEPENDING UPON TYPE AND SIZE OF FOUNDATION AND/OR SITE ,e.�ae,is--ate DRAWINGS FOR DRAIN PIPING MATCH ROOF CONDITIONS. DETAIL, AS SHOWN, DEPICTS ONLY ONE POSSIBLE SCENARIO. (SEE CIVIL PLANS I TYPE AND SIZE) I 3. TOP OF FOOTING OR BOTTOM OF STEM WALL SHALL BE AT ELEVATION SHOWN ON STRUCTURAL FOUNDATION PLANS. DRAIN PIPING III=III=I 11=! I I FOR INVERTS �___ __ _ __ ,T� 4. AS OFTEN AS APPLICABLE AND CONDITIONS ALLOW, ROOF DRAIN PIPING AND/OR FITTINGS SHALL ABUT OR BE IN CLOSE PROXIMITY TO STRUCTURAL �'� •'y�CEa,Q �'� LENGTHS VARY (TYP.) (SEE CIVIL PLANS �c (SEE NOTE 4) (SEE NOTE 2) ) �� �I�ITr �I� No s49$S, ! I=I 11 1 I ,I 1=1 FOR INVERTS) FOOTING TO BE USED AS A RESTRAINT. (SEE NOTE 4) 5. INSTALL METAL CAP COMPATIBLE TO DOWNSPOUT SYSTEM OVER REDUCER AND SECURE WITH THREE SCREWS TO THE REDUCER. THE CAP SHALL t Q A ROOF DRAIN CONNECTION (TYPE 1) ROOF DRAIN CONNECTION (TYPE III MATCH DOWNSPOUT MATERIAL AND COLOR. DOWNSPOUT SHALL FIT INTO THE CAP WITH A 112" AIR GAP ON ALL SIDES. WIDE FOOTIN NARROW FOOTING OR STEM WALL 6. FOR FOUNDATION DRAIN DETAILS SEE DETAIL XXXX ON SHEET C-XXX. a ``0 DOWNSPOUT CONNECTION DETAILS Al DETAIL NOT TO SCALE REG. No. I1 G RCPI #3 JRH 04/30/2018 WAREHOUSE EXPANSION GRADING AND DRAINAGE DETAILS 1. E RCPI #2 JRH 03/30/2018 ■.■AE" The Haskell Company — _ ZEPHYRHILLS NATURAL SPRING WATER ■7 Jacksonville, I I Riverside Avenue D RCPI JRH 03/16/2018 H ADDENDUM #2 KJC 05/16/2018 Jac son lle, Florida ZEPHYRHILLS, FLORIDA -4500 B CIVIL PERMIT ISSUE JRH 02/15/2018 5 FO #5 KJC 05/01/2018 NORTH AMERICA 1w War,utim cont*wd cm thb dmwnmt ` ft ads of sm MET NCM CORPORATE ENGINEERING OFFICE aW may mot be caPhd or dbolowd to olm urn dutll0 by NMI~ REV. REVISION DESCRIPTION DRN. REV. DAIS REV. REVISION DESCRIPTION DRN. REV. DATE REV. REVISION DESCRIPTION DRN. REV. DAIS MA*6 OON�7ROLFM 3401007 1322 COPPELL,CRESTSIDETEXAS DRIVE, SUIT 100 DAM 0.11.: Vw SCALE D C— 540 8 7 6 5 4 3 2 1 I U a U I 8 7 6 5 4 3 2 1 D PRELIMINARY D NOT FOR CONSTRUCTION THIS DRAWING IS NOT IN FINAL FORM AND IS BEING TRANSMITTED SOLELY FOR REVIEW, COMMENT AND INTERPRETATION BY THE PUBLIC AGENCY. FURTHERMORE, THIS DOCUMENT MAY SUBSEQUENTLY BE REVISED BY THE ENGINEER TO REFLECT RESOLUTION OF ISSUES WITH THE PUBLIC AGENCY PRIOR TO FINAL ACTION BY THE AGENCY. CHANGES, REVISIONS AND MODIFICATIONS MAY PROMPT ADDITIONAL DOCUMENT SUBMITTAL FOR AGENCY APPROVAL. X X X X C 1 C2 C3 C4 DETAIL NOT TO SCALE DETAIL NOT TO SCALE DETAIL NOT TO SCALE DETAIL NOT TO SCALE 2 DUMP STRAPS C 1'4" NYLON ROPE & V j 2" FLAT WASHERS FOR EXPANSION RESTRAINT D INSTALLATION DETAIL BAG DETAIL 1. SET POST AND EXCAVATE A 4"X4" 2. STAPLE WIRE FENCING TO TRENCH UPSLOPE ALONG THE LINE THE POSTS. OF POSTS DUMP STRAP n n A 1" REBAR FOR BAG n n REMOVAL FROM INLET A DUMP STRAP _ 1I- -11111 SILT SACK 4. BACKFILL AND COMPACT THE 0 3. ATTACH THE FILTER FABRIC TO EXCAVATED SOIL. THE WIRE FENCE AND EXTEND IT a_ INTO THE TRENCH. X X w B3 B4 0 .............. DETAIL NOT TO SCALE DETAIL NOT TO SCALE B ::.:..__ �,,, B ....................... ..... ........................ ... .................. ��I=1I -IIIII-IIIII-I o .4 v a. — — EXTENSION OF THE FABRIC AND WIRE TRENCH INTO THE TRENCH. v. 4 . FILTER FABRIC REGULAR FLOW SILTSACK a PROPERTIES TEST METHOD UNITS = _ _ _ _ _ 1=1 11=1 I I- -I 11-I I la I I GRAB TENSILE STRENGTH ASTM D-4632 300 LBS 1=1 I 1=1 I 1 I =.=1 1(— GRAB TENSILE ELONGATION ASTM D-4632 20 % I=1 11=1 11=1 11=1 PUNCTURE ASTM D-4833 120 LBS — — MULLEN BURST ASTM D-3786 800 PSI TRAPEZOID TEAR ASTM D-4533 120 LBS UV RESISTANCE ASTM D4355 80 % APPARENT OPENING SIZE ASTM D-4751 40 US SIEVE FLOW RATE ASTM D-4491 40 GALIMINISQ FT PERMITTIVITY ASTM D4491 0.55 SEC -1 MAINTENANCE: REMOVE ALL ACCUMULATED SEDIMENT AND DEBRIS FRIOM VICINITY OF UNIT AFTER EACH STORM EVENT. IF THE CONTAINMENT AREA IS MORE THAN ONE-THIRD FULL OF SEDIMENT,, THEN EMPTY THE SILTSACK BY LIFTING THE UNIT OUT OF THE INLET USING THE LIFTING STRAPS AND REMOVING THE GRATE -*��R .'��-ACES ANOTE: AS MANUFACTURED PER SILTSACK MFG. OR APPROVED EQUAL. = ,y NO 64986 '; A w STATE_ SILT FENCE DETAIL INLET PROTECTION. SILT SACK Al A2 A3 X A4 X,, M DETAIL NOT TO SCALE DETAIL NOT TO SCALE DETAIL NOT TO SCALE DETAIL NOT TO SCALE REG`NO. tz H ADDENDUM #2 KJC 05/16/2018 WAREHOUSE EXPANSION EROSION & SEDIMENT CONTROL DETAILS 5 FO #5 KJC 05/01/2018 NASI(ELL The Haskell Company NFestVVat _ - ZEPHYRHILLS NATURAL SPRING WATER IIIPtiverside Avenue ZEP H YR H I LLS FLORIDA Jacksonville, Florida 32202 G RCPI #3 JIRH 04 30/2018 Phone # (904)791-4500 !e77� J& E RCPI #2 JRH 03/30/2018 NORTH AMERICA IM ti110rmatkif1 ew{bW 011 M documM1t In tM ads Of N IA sm SLEET ML REV. NM CORPORATE ENGINEERING OFFICE aW nM lot be cooW or dtol=W to allm. ukm wilmind by klem REV. REVISION DESCRIPTION DRN. REV. DAIS REV. REVISION DESCRIPTION DRN. REV. DAIS REV. REVISION DESCRIPTION DRN. REV. DAIS DRAMS FM 3401007 1322COPPELL,ETEXASDRIVE, � ofTE'00 DIgE " VWC D C-560 CONIM W.8 7 6 5 4 3 2 Q Q Q) m E Q co 9 00 0 N 0 a� O J O O 0 co N E aD h ED C ra 5 u "M LANDSCAPE REQUIREMENTS: 1. APPENDIX D: RECOMMENDED TREES FOR POWERLINE PLANTING: CRAPE MYRTLE - LAGERSTROEMIA INDICA 2. PART 7.06.00 LANDSCAPING: (7.06.03.01) (N) LANDSCAPE ARCHITECTS FINAL INSPECTION CERTIFICATE OF COMPLIANCE LETTER AND "AS -BUILT" DRAWING WILL BE PROVIDED TO THE CITY AND OWNER. • SEE LANDSCAPE NOTES ON SHEET L-520 • VEHICULAR USE AREA (VUA) 10% OF VUA TO BE LANDSCAPED: REQUIRED=1190 SF PROVIDED=(+)1190 SF • BUFFER TREES AT R.O.W. SPACED 30' O.C. • RETROFIT EXISTING IRRIGATION TO ACCOMMODATE NEW PLANTINGS - PROVIDE TEMPORARY IRRIGATION TO ESTABLISH TREES PER THE WATERING SCHEDULE ON SHEET L-520. 3, THE IRRIGATION SYSTEM SHALL BE SET SO AS TO CAUSE NO ADVERSE IMPACT TO THE ADJACENT COUNTY MAINTAINED ROAD. BOIL BOTANICAL NAME COMMON NAME SIZE REMARKS .I LAGERSTROEMIA INDICA RED ROCKET pp11342 30 GAL 10' HT GRASSES 14 TD - SOD TRIPSACUM DACTYLOIDES FAKAHATCHEE GRASS BAHAIA PENSACOLA SOLID SOD LANDSCAPE LEGEND IEXISTING TREE LINE A0 U RED ROCKET TD FAKAHATCHEE GRASS 5 FO #5 EVVL 05/01/2018 G RCPI #3 JRH 04/30/2018 I�IASKELL The Haskell Company _ Avenue Jacksonville, acksonville, Florida 32202 Phone # (904)791-4500 rs "°R?HAMEP 7,A E RCPI #2 JRH 03/30/2018 B CIVIL PERMIT ISSUE JRH 02/15/2018 H ADDENDUM #2 EVVL 05/16/2018 CORPORATE ENGINEERING OFFICE REV. REVISION DESCRIPTION DRN. REV. DATE REV. REVISION DESCRIPTION DRN. REV. DATE REV. REVISION DESCRIPTION DRN. REV. DATE ORA": DESIGN FIRM 3401007 Oai7ROL NO-'COPPELL, 1322 CRESTSIDE DRIVE, SUITE 100 TEXAS 75019 8 7 6 5 4 3 3 GAL 5' O,C. I 01 0 20 40 PRELIMINARY `�'p` •'� NOT FOR CONSTRUCTION +evrrr•+•• WAREHOUSE EXPANSION LANDSCAPE PLAN ZEPHYRHILLS NATURAL SPRING WATER ZEPHYRHILLS, FLORIDA The Infawmition amt*wd an this docurrmt in the •alp of NINNA Siff SHEFf NO.: REY. NO. and may not be oopNd or dbdowd to odws imle: ia=by NWNA DATE: o.M.: vwC � D L-121 2 1 THIS DRAWING IS NOT IN FINAL FORM AND IS BEING TRANSMITTED SOLELY FOR REVIEW, COMMENT AND INTERPRETATION BY THE PUBLIC AGENCY FURTHERMORE, THIS DOCUMENT MAY SUBSEQUENTLY BE REVISED BY THE ENGINEER TO REFLECT RESOLUTION OF ISSUES WITH THE PUBLIC AGENCY PRIOR TO FINAL ACTION BY THE AGENCY CHANGES, REVISIONS AND MODIFICATIONS MAY PROMPT ADDITIONAL DOCUMENT SUBMITTAL FOR AGENCY APPROVAL. A I 11: IFI" n _ 1 I _ IIf __ - _- 1 I 1 11 1 111 1 1 _I_ _ _ _ _ 1 Ll U, 'I 8 I 7 6 5 _ 4 3 I IL_ 1 D C K No ►,, V1 _A ROOF FRAMING TO BE REMOVED FOR PANEL RELOCATION & RE -USE EXISTING JOISTS 16%, 001111161 hOXXONE SEE ROOF FRAMING PLAN FOR SEQUENCE OF CONSTRUCTI ROOF FRAMING PLAN NOTES: 1. SEE SHEETS S-001 & S-002 FOR "DESIGN CRITERIA" AND "GENERAL STRUCTURE NOTES". 2. REF. FIN. FLOOR ELEVATION=100'-0", ACTUAL CIVIL EL. 84.67' SEE CIVIL DWGS. 3. SLOPE ROOF STEEL 1/4" PER FT. AS SHOWN ON PLAN. 4. PROVIDE CONTINUOUS ANGLE AROUND PERIMETER OF ROOF SEE PLAN. 5. SEE Al/S-521 FOR ROOF OPENING AND EQUIPMENT SUPPORT DETAILS. CONTRACTOR TO VERIFY SIZE AND LOCATION OF FRAMED OPENINGS. 6. SEE SHEET S-521 FOR ROOF UPLIFT ROOF DECK ATTACHMENT DIAGRAMS. 7. SEE PLUMBING DRAWINGS FOR ROOF DRAIN LOCATIONS. IVLVV V.0 I IL I Fr'\I4LL I \/ UL IIWQ I P\LLLLJ _._ s - ; Pet e - N•1 !�'�'•• E Addendum #2 5/16/2018 ST CT L GI EE• 1 F.O. #3 4/27/2018 HASKELL The Haskell Company ■ . I I I Riverside Avenue Jacksonville, Florida 32202 It Addendum #1 4/16/2018 ACE Phone #(904)791-a5oo G F •.• �` s., B PI 2/21/2018 �� 0 •,� •• DRAWN: DESIGN FIRM � R V. REVISION DESCRIPTIONAt DRN. REV. DATE REV. REVISION DESCRIPTION DRN. REV. DATE CONTROLNO.: 3401007 8 7 6 5 4 ROOF FRAMING DEMO PLAN 3/16" = T-011 WAREHOUSE EXPANSION ZEPHYRHILLS NATURAL SPRING WATER ZEPHYRHILLS, FLORIDA The Information contained on this document is the sole property of NWNA and may not be copied or disclosed to others unless authorized by NVVNA. DATE: I D.M.: I SCALE 2 N STRUCTURAL ROOF FRAMING DEMO PLAN SIZE SHEET NO. REV. NO. D S-105 1 19 IV LAI 3 RON 4 i 7 6 51 11'-0" T T IZ U_ 0 CO 0 - N _ M I/4„�T r or -— SLOPE 1/4" FT a_ O o a_U_ 0 I I T/%c. LAB I CO C 99' - 71 /2" ,-� oor r--- —--------------- o — 1/4 FT 3 SLOF (AA 5�—---------- — — — — — , 1 N j I Ua o v OJ i "VERIFY DIMENSION WITH EQUIPMENT PURCHASED W D AS-201 QJ O 71 I I o I I T I A2 I I � I -501 CD c I U_ I I B A3 S-501 I T/FTG.( ( I o 95' - 4" I I co I a co C3 Al I S-501 I - — _ I S-531 CF3. J I <a. I C4 7" THICK CONCRETE SLAB ON GROUND OVER 10 MIL VAPOR 13.5" s 501 RETARDER W/ #4 BARS @ 24" O.C. CENTERED IN SLAB OR 180 G, 13.5 LONG STEEL FIBERS, 6,000 FIBERS PER POUND, & 30 LBs/CY co T/SLAB EL=100'-0" -------------- -------------------- ----------------- ------------- -- --- ----� I 18'-2" I I 71' - 8 3/4" ME 95' - 4" 4 41' -10" 8 I T/ 100' - 0" 1 /2" floor 1 7" THICK CONCRETE SLAB ON GROUND OVER 10 MIL VAPOR RETARDER W/ #4 BARS @ 24" O.C. CENTERED IN SLAB OR 1" LONG STEEL FIBERS, 6,000 FIBERS PER POUND, & 30 LBS/CY T/SLAB EL=100'-0" hub 4 M T/SLAB 100, - 0" � FOUNDATION & SLAB PLAN CONT WALL FOUNDATION SCHEDULE Type Width Length Thickness Reinforcing Comments CF3.0 3' - 0" - Ili- 0" 446 BOT 10" O.C. W/ #4 TRANS.14" O.C. J. ,wxmC-(-0faq TATE OF $= R�V. , v *�Q REVISION DESCRIPTION ••• j 8 7 6 19'X19' SLAB DEMO 4'-5" AROUND SUMP 1000 GALLON SUMP, SEE MECHANICAL FOR SIZING 1 /8" = 1'-0" �� E jAddendum#2 1 F.O. #3 D Addendum #1 B PI DRN. REV. DATE REV. REVISION DESCRIPTION 5 • e 3 18'-2" T 0 1 /4" FT SLOPE E, SL FT N 2 1 10 11 �TISLAB1001-01, T/SLAB 99' - 9 7/8" PRE -FABRICATED TRENCH (2) #5 X 4'-0" LG BARS I T/SLAB 100'-0" 70 W CV 0= J � c Cfl IF IF lop T/SLAB 99' - 615/16" CL LJ- ED LL 2'- 4 3/8" T/SLAB 18' -101 /8" 20' -11 " 100' - 0" 20' - 2 7/8" u 1/4" FT _ _ SLOPE I 1/4" FT SLOPE C? C SLOPE 1/4" FT SLOPE 1/4" FT o T/SLAB w 99' - 615/16" C1 � 0- O S501 _j co 4'-11/8" 14'-9" U- hub 3 (2) #5 X 4'-0" LG BARS 11co ' 1 .T/SLAB � _ hub 1 99' - 8 7/8" ' 8' - 6" A4 floor 5 T/SLAB S-501 "'A 100' - 0" 8' - 911 N 1/4" FT SLOPE SLOPE ire 1 3 1/4" FT I— W L-L =CL 0 I I ARE, A "A" EXISTING WAREHOUSE FOUNDATION PLAN NOTES: AREA "B" 1. SEE SHEETS S-001 & S-002 FOR "DESIGN CRITERIA" AND "GENERAL STRUCTURAL NOTES". 2. SEE SHEETS S-003 & S-004 FOR "SPECIAL INSPECTION NOTES". 3. REF. FIN. FLOOR ELEVATION = 100'-0", ACTUAL CIVIL EL. 84.67' SEE CIVIL DWGS. 4. TOP OF EXTERIOR FOOTING ELEVATIONS SEE PLAN. 5. SEE S-501 FOR FOOTING SCHEDULE. AREA "C" 6. SEE ARCHITECTURAL DWGS. FOR WALL AND BOLLARD LOCATIONS. 7. SEE PLUMBING AND ELECTRICAL DWGS. FOR UNDER SLAB COMPONENTS. 8. FOOTINGS SHALL BE CENTERED UNDER COLUMNS AND WALL CENTERLINES, TYP. UON. N 9. SEE ARCH. FOR PIPING SLAB DEMO DIM, 5/16/2018 WAREHOUSE EXPANSION STRUCTURAL 4/27/2018 HASKELL IIIQRIverskleAvanue Jacksonville, Florida32202 q= " t rh._ ,y a ZEPHYRHILLS NATURAL SPRING WATER ZEPHYRHILLS, FLORIDA FOUNDATION &SLAB PLAN 4/16/2018 Phone # (W4) 791-4500 2/21 /2018 The Information contained on this document is the sole property of NWNA SIZE SHEET NO. REV. NO. ( if I E -- = = ar F F T -E 1;T : and may not be copied or disclosed to others unless authorized by NWNA D 5-111 DRAWN DESIGN FIRM DATE: D M SCALE DRN. REV. DATE 3401007 CONTROL NO.: E L T_ 4 3 2 1 a 8 7 6 5 1 4 3 R 90 Im Q fAA.5� 4 00 NEW 8.5" TILT PANEL Q Q r1rill ? ela. z ►�1 rzAA- Z i ',VA. ►*� T Eh -1. bEE OF I AIL Al/511 FOR FRAMING 8 1 MECHANICAL OPENING 1 / " = 1'-0" ---. all ,�%/// D� C i .. ■ �►������ ������Lf, :�i�i��iiii�rr�ri�rrisiiiii� �iiiiiii�rrrr►rrriiiiiiii; �iii`irrr_�r�►rss�iiri�.r; "VIP���i►�y►�������i���i� 052 .4 FINANNNI • • ' ' �1J►�J��������►�''����������� 11�'� / / tea► . . , . Ali .�..���7.,����.�� MEN ���7.. P 40 0 0' � � � /� _ �n��:��1�!�!�!�!�!�!�lw�!�!�!�!�!�!�!�!�!�!�! � ► 1 1 ��� ►..�.�.�.�.�.�.� �_�.� �_�.�.�.�.�.�.�.�.�.�.� , / �� � '/ ICY Ah A AM � 1. ORRIS MA Al1/8" = 11-011 �E J• yV E Addendum #2 ST C RAL EN NE f g� 1 F.O. #3 f / . /D Addendum #1 .;' B PI Q� R V. REVISION DESCRIPTION DRN. REV. DATE REV. REVISION DESCRIPTION 8 7- 6 5 5/16/2018 44�HASKELL The Haskell Company I I I Riverside Avenue PhoneJacks# (9 ) 791- 50 02 Phone tF (9D4) 791-45D0 4/27/2018 4/16/2018 2/21 /2018 DRN. REV. DATE DRAWN DESIGN FIRM 3401007 CONTROLNO.. 4 AREA "C" N WAREHOUSE EXPANSION STRUCTURAL ZEPHYRHILLS NATURAL SPRING W TER ROOF FRAMING PLAN ZEPHYRHILLS, FLORIDA The Information contained on this document is the sole property fif NWNA SIZE SHEET NO. REV. NO and may not be copied or disclosed to others unless authorized by NWNA. DATE: D.M.: SCALE: �� 2 0 8 7 Lei 5 3 1w L IUA (:0-- — k4i 4- J,LY L T jo 2 C (j2) 7(18 1 - - - Q) 1�96 (�1) Q23 (24) (--266) f L i D 7 7 7i 71" 4� zz--_ -7--- D _17 717 7 —4- J- - 41 j _0 WIF wig# lammm S-131 OVERALL PIPE RACK FRAMING PLAN 111 = 601-011 'TR EN 7 The Haskell Company No HASKELL ''I Riverside Avenue E Addendum #2 5/16/2018 Jacksonville, Florida 32202 Phone # (904) 791-4500 6 FO #6 5/10/2018 a" R CV1 REVISION DESCRIPTION DRN. REV. REV. REVISION DESCRIPTION DRN. REV. DRAWN: DESIGN FIRM CONTROL NO.. 3401007 -aw 8 L-NQA 7 6 5 4 F,,) P, TIf F R I F i 2 FTSICE DFIVFSU�TE 1(70 (_ )PPELL, TEXAS 75019 3 WAREHOUSE EXPANSION C%-rrn I lr%-ri In A I ZEPHYRHILLS NATURAL SPRING WATER OVERALL PIPE RACK FRAMING ZEPHYRHILLS, FLORIDA PLAN The Information contained on this document is the sole property of NVVINA SIZE SHEET NO. REV. NO. and may not be copied or disclosed to others unless authorized by NV%NA- DATE: I D. M.: I SCALE: D S-130 2 i 1 M W� 8 7 6 5 4 3 2 8 9 10 11 12 13 14 15 SEE PLAN 1 /S-132 U- o0 (D co of LL- W1OX26 ;r W10X26 - - -- - - -- - - - _ - - - W 6 - - - - - - co W1 OX26 T/STL. D - - 118'-10" -- - - -- - --- - -- -- d - . - T/STL. IRV co I 112-10 0 (D N DESIGNED FOR 152 PLF j' --- ----- — - -- W 0X2 PIPE RACK DESIGN BASED I ON 152 PLF PIPING LOAD I I! co CD 0 HSS5X5X1 A coo l TYP UON I II W OX2 c0 - W1OX26 ;� WlOX26 N W10X2 N W10X22 N N ;� W1OX26 WlOX26 ;� C:) r o'V � o - � I I7 °° W1OX26 WlOX26 W10X2 ti W1OX22 W10X22 W1OX26 W1OX26 T/STL. ! 112' -10" Al ' C TYP LIONS 131 30' - 0" 30' - 0" 18' - 0" 20' - 0" 19' - 6" 34' - 31 /2" 28' - 0" loan] l1w 4'-0" 0 CN SE PLATE ARING ON ISTING SLAB WITH -EVELING GROUT ISTING SLAB (GROUND SILO FOUNDATION _ PLAN 100'-0" Al ULLAK FLOOR SUPPORT PIPE RACK 2" CL COL. COL. SEE PLAN 6 1/2" BEAM SEE PLAN MIN. CL COL. & BM. TYP. ALL ' CONTACT 1/4 (4) 1/2" o A325 BOLTS I 1/2" THK. PLATE @ TOP & BOTTOM. FLANGE TOP VIEW CL COL. TYP. T & B. 3/8" THK. 3/16 3-SIDES CAP PL. TYP. 1/2" PLATE jIlI TOP OF STEEL TOP & BOTTOM SEE PLAN ® AISC SINGLE SHEAR CONN. TYP i 3/16 I I BEAM, SEE PLAN I I i I I COL., SEE PLAN 3/16�/ FRONT VIEW A2 MOMENT CONNECTION 5 PIPE RACK Section 3/4" r`1 E Addendum #2 e .a .TE OF o' 6 FO #6 •.......«�'��� R.. REVISION DESCRIPTION DRN. REV. DATE REV. REVISION DESCRIPTION 8 --- 7 - 6 5 •11 , , , - , 3/32" = T-0" 3/4" BASE PL 1 1 /2" 1 1/2" w/4-1/2"DIA. EPDXY 4" 4" ANCHORS C"I 41/2" EMBEDMENT (3" GA.) HSS PIP( A31 PIPE RACK COLUMN BASE PLATE 4(3� HASKELL The Haskell Company I I I Riverside Avenue 5/ 16/2018 Jacksonville, Florida 32202 Phone # (9(A) 791-4500 5/10/2018 DRN. REV. DATE DRAWN: DESIGN FIRM 3401007 CONTROLNO.: 4 CL COL. I jIll TOP OF STEEL SEE PLAN 1/2" THK. CAP PL. ` A TYP. 3/16 V COL., SEE PLAN AISC SINGLE SHEAR CONN. TYP A BEAM, SEE PLAN 6" 6" 1 1 /2" 1 1 /2" , (4)1 /2" o A325 BOLTS I CL COL & BM. - --- o —F o, I CV SECTION A -A A4 TEE CONNECTION @ PIPE RACK Section 3/4" = V-0" k WAREHOUSE EXPANSION STRUCTURAL _ ZEPHYRHILLS NATURAL SPRING WATER ZEPHYRHILLS, FLORIDA PARTIAL PIPE RACK FRAMING PLAN The Information contained on this document is the sole property of NVVNA SIZE SHEET NO. REV. NO. F:- TC F R I and may not be copied or disclosed to others unless authorized by NVVNA. � --IC+F F .'= TF I' DATE: D.M.: SCALE: D S-131 3 2 1 C go 0 12 ft C N r� n 7 6 5 _ 4 PIPE RACK FRAMING PLAN - PART B 8 -- 7 TYP UON @ NEW COL. C C r't o 12 13 12 13 i SEE PLAN 11S-133 i SEE PLAN 3/S-132 I „ ...� A4- S-132 SEE PLAN 1 /S-132 W1 OX26 PIPE RACK FRAMING PLAN - PART C 3/32" = T-0" REVISION DESCRIPTION 9 -HS$5X5X1/4 NEW COL. TYP UON T/STL. E Addendum #2 6 FO #6 DRN. REV. DATE REV. REVISION DESCRIPTION 5 3 2 1 TYPE 2 CLEVIS THROUGH BOLT W/ 3/8"o WIRE ROPE BETWEEN --i-- 0 COLUMNS FOR FALL PROTECTION CD co PIPE RACK BEAM, SEE �! z A T- -' A _ N PLAN 21 /2" ------ -o- ------------------------- --- N L3X3X5/16 KICKER N N N 1/4" GUSSET PLATE �o 1 1 /4" 2" I 1/2" EXISTING 8" STD PIPE COLUMN / 6 L3X3X5/16 KICKER li 21/2" // ANGLEKICKER ANGLE �y o 3/4" THRU BOLT 1/411 N GAP DRILL 13/16"o INTO EXISTING COLUMN FOR BOLT N INSTALLATION 1/4" SINGLE PLATE 1/4" BENT STEEL o CONNECTOR FOR PLATE TO MAKE a5°° EITHER BEAM OR SPLIT COLLAR FOR KICKER ANGLE TO BE EXISTING SECTION A -A WELDED TO COLLAR IN SHOP 3/16 B4 PIPE RACK KICKER @ EXISTING PIPE COLUMN Section 1 3/4" = T-0" C DRILL 1"o HOLE IN EXISTING WF 1 1/2" COLUMN FLANGE FOR 3/8"o WIRE f' ROPE FOR FALL PROTECTION fd o, I i PIPE RACK BEAM, SEE U' PLAN N z BB - CN CN a 21 /2" i- --- -- I L3X3X5/16 KICKER { - 1/4" GUSSET PLATE 0 1 /t CV N S-131 I ! I - f 2 �o� TYP UON @ / - NEW COL. i s /' B i 00 EXISTING WF COLUMN CN W10X26 I I I / ' L3X3X5/16 KICKER �.I 6",� ANGLEKICKER ANGLE T/STL. - - � 118'-10"II' / TYP LION I I I I F �- 3W10 6 I ►�'��� G� — W10X20 _ ! L4X4X3/8 BEAM CONN. ___ =----------------- - i i W10X26- 1EXISTING WF COLUMN T/STL. ---- -- I I II ! 118'-10" _ 0 0 j 3/4" THRU BOLT DRILL SEE PLAN 2/S-132 13/16"o INTO EXISTING SECTION B-B COLUMN FOR BOLT I INSTALLATION A PIPE RACK FRAMING PLAN - PART D 3/32" = T-0" 41$�HASKELL The Riverside Avenue I I I Riverskle Avenue 5/16/2018 Jacksonville, Florida 32202 Phone # (904) 791.4500 5/10/2018 DRN. REV. DATE DRAWN: DESIGN FIRM 3401007 7CONTROLNO.: 4 CE FI JI TE 3 A4 PIPE RACK KICKER @ EXISTING WF COLUMN Section 1 3/4" = 1'-0" WAREHOUSE EXPANSION STRUCTURAL ZEPHYRHILLS NATURAL SPRING WATER PARTIAL PIPE RACK FRAMING PLAN ZEPHYRHILLS, FLORIDA The Information contained on this document is the sole property of NWNA SIZE SHEET NO. REV. NO. and may not be copied or disclosed to others unless authorized by NWNA. DATE: D.M.: SCALE: S-132 2 1 8 17 - I 1 II HI 1- I - -- I U C V 12(:13 SEE PLAN 2/S-133 3'-41 1'-2" B4 ,j jjj S-132 B _ _ I I I; I II I� I. it I: 15 I I vI C.0 �I �I t �I �I I io XI C, I > I . 11 , I' II SEE PLAN 3/S-132 Al r-.I -1 PIPE�M�C K -PART E (AA.5) t Am 1N^2 ._ _ - _V uJ I @ I oPipe8XXS k T/STL..w C W16X4 B _ 4 W16X45 --- shower-nat"I TYP UON S-1132 S-132 I B4S32 cap S-132_ Petcol I X I' I ironch 31) I x, cc� X I.- I col coI floi�_ 1 R L11ILIT FT-112 I I co 60 fork trucks' I I I j PIPE RACK DESIGN BASED I 1 I I ON 100 PLF PIPING LOAD PIPE RACK FRAMING PLAN - PART F 3/32" = T-0" 3/32" = 1'-0" J. 5ItfUIONALLNI rNt i The Haskell Company HASKELL I I I Riverskle Avenue ( E Addendum #2 5/16/2018 Phone Flow 32202 5W Phone # (904) 791-4500 s 6 1 FO #6 5/10/2018 )�O''•' Or �`� DRAWN: DESIGN FIRM REV. REVISION DESCRIPTION DRN. REV. DATE REV. REVISION DESCRIPTION DRN. REV. DATE CONTROL NO.: 3401007 8 7 6 5 4 WAREHOUSE EXPANSION ZEPHYRHILLS NATURAL SPRING WATER ZEPHYRHILLS, FLORIDA The Information contained on this document is the sole property of NWNA and may not be copied or disclosed to others unless authorized by NWNA. DATE: I D.M.: I SCALE STRUCTURAL PARTIAL PIPE RACK FRAMING PLAN SIZE SHEET NO, REV. NO. D S-133 1 W� C INN ME E Addendum #2 �'••., 1 F.O. #3 D Addendum #1 70F� B P I s „ ��f • 77885 EV. REVISION DESCRIPTION DRN. REV. DATE REV. REVISION DESCRIPTION $ ssoNAL 6 5 5/16/2018 HASKELL I heRiverside A enue Jacksonville, Florida 32202 Phone # (904)791-4500 4/27/2018 4/ 16/2 018 2/21/2018 DRN. REV. DATE DRAWN: DESIGN FIRM 3401007 CONTROL NO- : 4 ■u� 00 010 WAREHOUSE EXPANSION STRUCTURAL £ ZEPHYRHILLS NATURAL SPRING WATER ZEPHYRHILLS, FLORIDA PANEL ELEVATION The Information contained on this document is the sole property of NWNA SIZE SHEET NO REV. NO. F F T i V and may not be copied or disclosed to others unless authorized by NWNA. SICF Fi �F I DATE- D. SCALE: 5-201 �C,PPELL. -09 3 2 1 8 7 i 6 5IF .......... ........ C C IB B A A 8 -- 7 6 j 5 4 3 2 1 EXISTING 9.55.5'Fp'JiING 13'-ti RELOCATED TILT UP PANEL WIDTH • � 1ZL� 1/211 Uj CN LU it---- ------------------ LU 01 /2' - OPTIONAL JOINT r t 1EXISTING B'4iPE COLUMN Li00V OTHERS MODULAR STRUCTURE 8- 7 Jok 5 4 3 2 1 EXISTING RELOCATED METAL ROOF DECK, TILT -UP PANEL SEE PLAN JOIST, SEE PLAN B/DECK --- - - SEE PLAN D CONT. ANGLE OR BENT PL. SEE PLAN ATTACHED TO TILT -UP PANEL WITH 1/2" TY X4" EXPANSION ANCHOR @ 1/8 24" O.C. L3x3x 1 Ax 0'-6" w/ (2)1/2"o x 4" v EXPANSION ANCHOR @ 4"GA. Cl ROOF DECK TO TILT -UP Section 3/4" = T-O" C flVf�LVIV I!'1L DfV'1lzC, SEE PLAN B1 I JOIST TO BEAM CONNECTION Section 314" =1'-0" 518"o SMOOTH SAFETY OPEN LOCATION BARS @ 8" O.C. MAX. @ _N� i SEE PLAN DECK OPNG. B zA i o 0 ROOF OPNG. OR —� ROOF DRAIN. SIZE AS REQ'D FOR EQUIP. PURCHASED 1" PAST BM CL, TYP. BEAM SPACING SEE PLAN OPENING FRAME PLAN NOTE: MAX FRAMES REQ'D AT ALL ROOF DRAINS AND OPNGS. 3/16 GREATER THAN 12" SQ. A SECTION A -A BRIDGING 118 I/ 1 \TYP. B/DECK lk-SEE PLAN BEAM OR JOIST A 1_441 /4, TYP I z 0 y Uz o� I` CD w zca z w CL 0 1 /8 TYP. Al I ROOF OPNG SUPPORT FRAME — Section yr=ca' A e 3/16 2 TYP. METAL ROOF DECK —TYP. TILT -UP PANEL WALL CONT. ANGLE SEE PLAN 3" BEARING 4 MIN 3/16 :. 3/16 3 METAL DECK T/STEEL VARIES 4 a: - ° . L4x4x3/8xO'-8"� w/ 3/8" STIFF. PL °4 4e (2) HIT-HY 200+HIT-Z 4_ • ANCHORS W/ 5" EMB, PANEL THICKNESS L FOIST, SEE PLAN SEE ELEVATIONS C2 JOIST TO EXISTING TILT PANEL Section 1" =1'-0" ADDITIONAL L2x2xl/4 BRACE, SEE NOTES BELOW 6 POINT LOAD JOIST OR JOIST GIRDER i >_ 6" TYP. 1 1 /2" POINT LOAD 3/16 TOTAL NOTES: 1. ADDITIONAL BRACE IS NOT REQ'D FOR POINT LOAD LESS THAN 150 LBS. 2. ADDITIONAL BRACE REQ'D FOR POINT LOAD BETWEEN 150 LBS AND 300 LBS WHEN POINT LOAD FALLS AT 6" OR GREATER FROM PANEL POINT, SEE ABOVE. 3. CONTACT ENGINEER OF RECORD FOR POINT LOAD MORE THAN 300 LBS. BZ JOIST REINF. @ CONCENTRATED LOAD Section NOT TO SCALE AT SPLICE 3/16 1 tl2 3/16 3 SPLICE BAR JOIST 3/161/ 3 BENT PL, (BP-1) 1 1 /2"xl 1 /2"x3/16" x 0'-9" LG. CONT. ANGLE OR BENT PL. SEE PLAN AT SPLICE 3/16 11/2 3/16 3 ANGLE &BENT PLATE MAY BE SHIPPED IN STOCK LENGTHS &FIELD CUT TO SPLICE OVER JOIST, OR ANGLE IN FIELD. MITER CORNERS AS REQUIRED. 3/16 I/ 3 BENT PL. (BP-1) ANGLE SUPPORT AT WALL SPLICE A2 PERIMETER ANGLE SPLICE Section 7 1 1 /2" = T-O" E Addendum #2 1 F.O. #3 D Addendum #1 q- S-� B PI R REVISION DESCRIPTION DRN. REV. DATE REV. REVISION DESCRIPTION 7- 6 5 ROOF DECK ATTACHMENT SCHEDULE 36" WIDE DECK NUMBER OF ATTACHMENTS MAXIMUM SPANDECK GAGE DIAPHRAGM DEMAND (SEE NOTE 8) ZONE AT ENDS AND INTERMEDIATE SUPPORTS AT SIDE SEAMS BETWEEN SUPPORTS E SHEAR (PLF) WL SHEAR (PLF) WL UPLIFT (PSF) 1� 7 6 (SEE NOTE 2) T7 6-0" 22 - 600 51 ROOF DECK ATTACHMENT NOTES: 1. ATTACHMENT AT SUPPORTS AND TO STRUCTURAL FRAMES AROUND OPENING SHALL BE HILTI X-ENP 19 L15 (ICC-ES-ESR-2776) AT MATERIALS THICKNESS GREATER 1/4" AT MATERIAL THICKNESS LESS THAN 1/4" USE HILTI X-ENP 24 (ICC-ES-ESR-2776). 2. SIDE LAP FASTENERS SHALL BE #10 TEK SCREWS. 3. ATTACHMENT AT 6" ON CENTER AROUND OPENINGS. 4. ATTACHMENT AT 6" ON CENTER AT BUILDING EDGES AND CORNERS. 5. ROOF DECK MINIMUM END LAP IS 3". 6. ADDITIONAL ATTACHMENTS REQUIRED AT ROOF COLLECTOR MEMBERS, SEE ROOF FRAMING PLAN. 7. DECK DESIGN CAPACITY BASED ON WIND UPLIFT AND WIND SHEAR INTERACTION EQUATION (SDI DDM, THIRD EDITION SECTION 4.10) 8. DIAPHRAGM DEMANDS SHOWN ARE STRENGTH DESIGN (1.0WL & 1.OE). MULTIPLY WIND LOADS IN TABLE BY 0.6 & SEISMIC LOADS BY 0.7 TO OBTAIN SERVICE LEVEL LOADS. 9. ALL ROOF DECK ATTACHMENTS REQUIRE SPECIAL INSPECTION, SEE SPECIFICATIONS AND GENERAL NOTES. C3 DECK ATTACHMENT DIAGRAM Section 1" =1'-0" 18k5 OVERHEAD WELD TO UNDERSIDE OF TOP CHORD SX51�6gRp`G NOR�ti�Sx gg DOUBLE ANGLE TO JOIST 3/16 L5X5X51168 \A( TRIM @ 17° ANGLE OVERHEAD WELD TO 3/16 UNDERSIDE OF / TOP CHORD -'' ' X5116gRP0E NO avb)5 5 ATTACH L5X5X5/16 TO BOTTOM OF 18K5 TOP CORD 2 1/8" 2 1/8" X M W18X35 3'-0" ,sb/y o O TYPICAL FASTENER LAYOUT OF JOIST & PL OF PANEL JT. g PANEL JT.-JOIST CONNECTION %Sm6on 1yK11/2 PERIMETER ANGLE, SEE PLAN 3/16 METAL DECK COPE BEAM FLANGE AS REQ'D AT WALL � n 16,��GE J� 5X`'X51 I \AQ?1 17 00o ATTACH L5X5X5/16 TO BOTTOM OF W18X35 TOP FLANGE A31 DOUBLE ANGLE BRACE TO BEAM Section 1 1/2" = T-O" 5/16/2018 HASKELL The Haskell Company I I I Riverside Avenue Jacksonville, Florida 32202 Phone # (904) 791-4500 4/27/2018 4/16/2018 2/21 /2018 DRN. REV. DATE DRAWN: DESIGN FIRM 3401007 CONTROL NO.. 4 BEAM — SEE PLAN PL1 /2"x10"x2'-4" w/6-1 /2" ox V-6" D. B.A. 3/1�7--�3 SIDES 3/16 3 SIDES SEAT L4x4x 3/8X 0'-8" LONG w/ 3/8" STIFF. PL. COMPLETE CONNECTION BEFORE LOADING BEAMS TILT -UP PANEL SEE PLAN A4 BEAM TO END OF PANEL Section 1" =1'-0" 1 p tpw I L ex� ZEPHYRHILLS NATURAL SPRING WATER ROOF FRAMING DETAILS ZEPHYRHILLS, FLORIDA The Information contained on this document is the sole property of NWNA SIZE SHEET NO. REV. NO. -'F F lE =iI EE JI _ and may not be copied or disclosed to others unless authorized by NWNA. 1310E FI`v'E, TE }r, DATE: D.M.: SCALE: D 5-521 3 2 1 C 8 7 6 5 .......... 77 B41- A 8 � 7 6 5 4 3 2 1 14 \ PL. VM9 r t seev oecn. nssz,�zxs.,¢x,,ax,�o� iLG�@LEMEROF BEPi�I —, _ � � i'JSifl B�ECM SEE ELEVATION <35iDE5 95i�ES,) �I 3It� wFaE>,,�.sEEP�,N ��eEA�,�.sEEPaN vuF BEAM, SEE R4ry ' W/(3)�Yo'oa3i5 BOLTS C3 BM TO BM CONN. LN "4" N�reooF oecx, � .l"i6 SEE PUry rvEw CONT. ANGLE, SEE PLAN C7� RE.k H553. �1v3. 3 0 � ER TO REMAIN GIRDER 83///�� (LGI@CEMEPOF BEAM r � ilJSidBECK � SEE ELEVATION � - ]�5 .. 351DE5 mom. 1/E� - AM SEE aV.N GJOEI,NIN � / GIRDER a 1 0. 0 (LG' 5 3- � e !'....... �,�yF BEFIA. SEEPS BEAM, SEE � (31-.1"0 eA325 B0.i5 ?.B iHKPLAiE �V ]4 aA3i5N BOLTS - COLUMN BEYOND, a SEE PLAN TO BM CONN. LN "5" B3BM TO COLUMN CONN. LN "4" & "5"RIMErERRNGLE. 131BM 'H553tiHI-12%ilaai'0"ANGLEJnfi/1 SEE Platy�LG)@CEMEROFBEabISEE PLAN;�,2%5;i6W.(5)3ia'eAIEiAL DECA�OECK4325NBOLiS>_3�TYP. oecrcaosueewHeae�sxasisaaa3sioesFEO�AJ2505mSEEPLAN'61HLiK4Ntt BOLTrvcnoresv�ssw�sEEPeo,s�sEEP�N��o����w>,a3;16VJSOESEMBrv351�E5 C C n RELOCATED 8.5" PANEL J w Z PANEL THICKNES: SEE ELEV 7 6 5 PANEL I DIM. e° J w J M zz w Y = W C0 .4. r d CIA 1/2" DIA. HILTI KWIK BOLT e e° TZw/3.25" MIN. EMBED. NOTE: " a LOCATE CENTERLINE ' A-3 CONNECTION APPROXIMATELY 12" BELOW T.O.J. Cl I PANEL CORNER CONN. (BUTT. JT. Section I"=11,011 CONT. ANGLE, SEE PLAN „ 3/16 TYP. d a _ 1 31 /2 3/16 V2 DECK CLOSURE WHERE REQ'D T/JOIST v ad a SEE EL . a 3 BAR JOIST, SEE PLAN P_3 PL. 1/4"X4"X10" W/ (2)1/2"o X 0'-4" LG STUDS d ' - CONC. TILT -UP PANEL B1 12112" JOIST SEAT-PNL. CONN. Section va".,:w B 1/2" EXP. JT. MATERIAL TILT -UP PANEL ` CONC. SLAB, SEE PLAN FIN. GRADE, T/SLAB a• SEE CIVIL e,,a OIL ° ° =Q: 100'-0" DWGS. 4_ = _ _ PROVIDE 10-MIL VAPOR BARRIER a' e — -I -� - OVER 2" INSULATION (WHERE NOTED ON 1/4 PLANS) OVER DENSE GRADED AGGREGATE a- `4. BASE (CRUSHER RUN) OVER WELL COMPACTED ° - e STRUCTURAL FILL. TYP. UNDER SLABS. L5x5x3/8 x 0' -11" w/ (2)1/2" DIA. HILTI KWIK d°� a ° P-13, ONE @ EACH END OF PANEL AND @ < BOLT TZ @ 4" GAGE ° :d ^ 5'-0" O.C. w/ 3.25" MIN, EMBED, INTO n a` FTG. n e -1" NON -SHRINK GROUT STIFF. PLATE _ ** ONLY APPLIES WHERE FTG WOULD BEAR OVER . EXISTING ROCK. CONTINUOUSLY e e COVER CONN. w/ U ° a SEE PLAN OR SCHEDULE FOR GROUT OR BLACK ° FOOTING SIZE AND REINF. v BITUMEN. PAINT ° AFTER CONN. IS **PROVIDE A 12" THK. LAYER OF INSPECTED, . - i'' -" — ' !' --' DENSE GRADED AGGREGATE � �,� �_ I'� =i; �� �i- ' BASE (CRUSHER RUN) Al T/U PNL. ON CONT. FTG. EXTERIOR - ., Section 1" =1'-0" �1e .I. w—n • Q RE EMBED SCHEDULE MARK EMBED SIZE & ANCHORING REMA KS A-3 L6x6x3/8x0'-8" LG. P-2 PL1/2"x10"x2'-4" W/6-1/2"ox V-6" D.B.A. P-3 PL. 1/4"X4"X10" W/(2)1/2"o X 0'-4" LG STUDS P-13 PL 1/2x6"x1'-0" w/ (3)1/2"o X 4" LG. HEADED STUDS 6" 4" 3" 1" 1/4" cal AI 4" 00 O N C o M o CV CON I I r PP-33 P-13 C2 EMBED SCHEDULE AND DETAILS Section 1 /2" = To,, d' n • A 'd CO z J w w '-I-' z Y 0-= LU w OUTSIDE FACE U) B2 PANEL OPENING 145 x 4'-0" EA. 1/2" 4" CV N _ CV CD d- PL1 /2"x8"0-10" (LG) TYP' 3/16 6 3/4" CHAMFER 2'-4" co P_2 CV 1/2" DIA. HILTI KWIK BOLT TZ w/ 3.25" MIN. EMBED. 311 211 RELOCATED 8.5" PANEL OPENING DIM. Now C/) > w wz J - w w a P-13 °_ _ w - a a 4 ° J' PANEL 3/4" CHAMFER THICKNESS �b = b NEW 8.5" PANEL SEE ELEV NOTE: LOCATE CENTERLINE CONNECTION APPROXIMATELY 12" BELOW T.O.J. B3 PANEL CORNER CONN. W/ INSIDE FACE PL Section 1 " =1'-0" FACE TYP. "'00e, 1 1/2" TYP, 1-#5 TYP ARC 10 2' - 011 TYP. NOTE: DISREGARD VERTICAL BARS IF COLUMN CAGE REINFORCING IS ADJACENT TO OPENING. 0 2 EXIST. TILT UP P) 12"xl'-4" CONC. BE w/245 CONT. TOP @ BOTTOM 8 #3 TIES @ 16" O.0 #5180 DEG VERT. HOOK BARS @16"O.C.W/MIN 1 INTO C.I.P. BEAM 1 180 DEG HOOKED DOWELS TO MATCH VERT. REINF. DRILL & EPDXY GROUT INTO EXISTING (MIN. 6" EMBEDMENT) TOP OF CMU = TOP OF EXIST. OPENING EL. SEE ARCH. DWGS. GROUT CELLS W/ REINF SOLID C4 CMU IN -FILL @ EXIST. PANEL DOOR HEADER Section 3/4" = V-0" 4- #4x4'-0" SECTION A -A gq REINFORCING AT LIFTING INSERT Section „z,,a VERTICAL BARS @ CL. 3/4" JT. OF STRUCTURAL PANEL w THICKNESS PANEL PANEL z cn HORIZONTAL BARS DIM. DIM, Y FULL WIDTH 3/4" CHAMFER 3/4" CLR AT cn STRUCTURAL ` THICKNESS TYP UON a o • ilfr :m z #-4 EA. FACE cn= ° d Juj ALL z Y a_ Q U w UND �� INSIDE FACE w U) CLR. TYP. A2 TYP. PANEL REINF. AT OPNG. Section =11 =1'-0" E Addendum #2 1 F.O. #3 D Addendum #1 B PI REVISION DESCRIPTION DRN. REV. DATE REV. L NOTE: OMIT CHAMFER ON INSIDE FACE AT ROOF LINE A3 -TYPI PANEL JOINT Section 1" =1'-0" 5/16/2018 4/27/2018 4(3� HASKELL The Haskell Company I I I Riverside Avenue 4/16/2018 Jacksonville, Florida 32202 Phone # (904)791-4500 2/21 /2018 REVISION DESCRIPTION DRN. REV. DATE DRAWN: DESIGN FIRM 3401007 CONTROL NO., 5 4 1 1 /2" CLR. TYP. OPENING ADD REINF & TIES, SEE ELEV. NOTES: 1. *STUCTURAL PANEL THICKNESS IS NET THICKNESS EXCLUSIVE OF ARCH. REVEALS AND AGGREGATE, ETC. 2. **AT PANEL LEG WITH FULL COLUMN CAGE ADJACENT TO OPENING -CENTER REINFORCING BARS NOT REQUIRED 3. SEE TYP. REINF. AROUND OPENING FOR OPENING W/O ADD REINF. PLACE OF REBAR @ LIFTING INSERT 4- #4x4'-0" A41 TYP. PANEL REINF. LAYOUT W/O ARCH. REVEAL Section 3/4" =1'-0" WAREHOUSE EXPANSION STRUCTURAL i ZEPHYRHILLS NATURAL SPRING WATER TILT UP PANEL DETAILS x X, ZEPHYRHILLS, FLORIDA The Information contained on this document is the sole property of NWNA SIZE SHEET NO. FORL E'Ji IhIEERIiI =FICE and may not be copied or disclosed to others unless authorized by NWNA_ =F �IEE EI JE, 1, TE 1 DO DATE: D.M.: SCALE: D S-53 F =_L T �A 7 _'19 3 2 1 REV. NO. 7 CI u Ron C i . IDA CC C14 C14 AA 0 3 4 4.9 5 6 7 8 9 10 11 12 13 14 30' - 8 3/4" 30' - 0" 30' - 0" 30' - 0" 30' - 0" 30' - 0" 30' - 0" 30' - 0" I I I cc- - - - - - - - I 18 -0 121-011 Q N L - - '• I' -�- -�-- - -Boor j-• • - -011 :U. t3 q -'-1 �:: - 4 huff — = 7 _ err r 0 - ' — — — LLJ -1 — T - - A.5 5 - - - W O1C w W m 0 — CY) s P-=- - _ AA 00 - - EXISTING - - - - - - S G ti tr - -00 - WAREHOUSE - - - L r- 100 CN CV I— c7 z 14CN w 10 J - - 12 30'-0" 81-911 AREA OF SLAB DEMO REVI I ED I I I I I I I I I I I I 4 4.9 5 6 7 8 9 10 11 12 13 DEMOLITION PARTIAL FLOOR PLAN - AREAA 1 /16" = T-0" ��oF-FLOR�O y• 'A L T �. �A V REV. 8 7 D ADDENDUM #2 C ADDENDUM #1 FO #2 B PERMIT ISSUE REVISION DESCRIPTION DRN. REV. DATE REV. REVISION DESCRIPTION 6 5 5/16/2018 HASKELL The IR Riverside Avenue Jacksonville, Florida 32202 Phone # (904) 791-4500 4/16/2018 4/6/2018 2/21 /2018 DRN. REV. DATE DRAWN: DESIGN FIRM 3401007 CONTROL NO. : 4 DEMOLITION NOTES MARK DESCRIPTION 1 NO WORK THIS AREA 2 REMOVED EXISTING TILT -UP CONCRETE WALL PANEL AND ALL RELATED CONSTRUCTION 3 RELOCATED EXISTING TILT -UP CONCRETE WALL PANEL 4 REMOVE EXISTING CONCRETE STAIRS & HANDRAILS 5 REMOVE EXISTING DOOR & INFILL EXISTING OPENING (SEE WALL TYPES) 6 REMOVE EXISTING WALL FOR NEW DOOR OPENING 8 REMOVE EXISTING STRUCTURE AND ALL RELATED CONSTRUCTION 9 REMOVE EXISTING SLAB 10 REMOVE EXISTING STRUCTURE 11 REMOVE & REPLACE STRUCTURE 12 REMOVE & REUSE EXISTING STRUCTURE 13 REMOVE & REPLACE EXISTING ROOF SYSTEM 14 REMOVE & DISPOSE OF EXISTING ROOF SYSTEM DEMOLITION LEGEND N KEY PLAN LINE - 5 ARCHITECTURAL ZEPHYRHILLS NATURAL SPRING WATER DEMOLITION 1 ST FLOOR PLAN - ZEPHYRHILLS, FLORIDA AREA A The Information contained on this document is the sole property of NWNA SIZE SHEET NO REV. NO and may not be copied or disclosed to others unless authorized by NWNA. DATE: D.M. SCALE: D AD-1 11 2 1 ici 01 8 7 6 5 � 4 3 2 1 BE C r 3 4.9 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 726 rmmmmmawm7 CC OVERALL 1 ST FLOOR PLAN F F / 1" = 60'-0" Coe LO ; . D ADDENDUM #2 ARool�430 C ADDENDUM #1 B PERMIT ISSUE c/Sr�R��pRA OWNER REVIEW REV. REVISION DESCRIPTION DRN. REV. DATE REV. REVISION DESCRIPTION 8 7 6 5 5/16/2018 4/16/2018 HASKELL InlIRversiieAvenue Jacksonville, Florida 32202 2/21 /2018 Phone # (904) 791-4500 2/14/2018 DRN. I REV. DATE DRAWN: DESIGN FIRM 3401007 CONTROL NO.. 4 CC [--�A B C D rE F.1 A NOTE ADDED NOTE: AREA "B' ND AREA "C" OT IN ARCHITE L E, IN STRUCTURAL SCOPE ONLY LINE - 5 ZEPHYRHILLS NATURAL SPRING WATER ZEPHYRHILLS, FLORIDA The Information contained on this document is the sole property of NWNA and may not be copied or disclosed to others unless authorized by NWNA. DATE: I D.M.. I SCALE 2 N ( ) KEY PLAN ARCHITECTURAL OVERALL FLOOR PLAN SIZE SHEET NO. D A-110 1 REV NO. Loll CI 0 E Run IC ■ 8 7 6 5 4 3 4.9 5 6 7 8 9 10 11 12 13 14 1 1 71 /4" A.5 � ' I I • • A-401 2 • AREA OF EW CONCRETE SLAB j I REVISEQ-_, CN 1 150' - 0" 1 PARTIAL FLOOR PLAN - AREA A 1/16" =1'-0" ,`Q', � R W • 9 AR • D ADDENDUM #2 R C ADDENDUM #1 B PERMIT ISSUE A OWNER REVIEW REG. REV. REVISION DESCRIPTION DRN. REV. DATE REV. REVISION DESCRIPTION 8 7 6 5 A WALL TYPE UPDATED AREA OF NEIVVCONCRETE SLAB REVISED, DIMENSIONS TO PLUMBING FIXTURES ADDED CRETE RAL 2 1 DRAWING SYMBOL LEGEND ROOF TYPE SEE ROOF PLAN FOR ROOF SCHEDULE SHEET A-131 1i MISCELLANEOUS ROOFING ITEMS SEE ROOF PLAN FOR ROOF SCHEDULE EXIST SHEET A-500 & A-501 CC XX DOOR NUMBER SEE DOOR SCHEDULE SHEET A-600 o I I I CD - - - - - - AA I I I I I I I I I I I I INTERIOR PARTITION AND WALL TYPES SCHEDULE TYPE THICKNESS RATING INSULATION LAYER R-VALUE APPROX. WALL ASSEMBLY R-VALUE MIN. STC DESCRIPTION �WALLTYPE �CATEORY: �TYE4M �NON�-BE ING & B ARING 4B 0' - - - .95 48-55 8" CMU, PARGE BOTIJ SIDES 4B\LL YPEO' - 8"=G RY: TYPE 5 - TILT -UP CONCRETE WALL CMU EXTERIOR, SPARGE BOTH SIDES 5A 0'- 81/2" - - 1.45 58 81/2" TILT -UP CONCRETE WALL EX-5A 0'- 81/2" - - 1.45 58 81/2" TILT -UP CONCRETE WALL 5/16/2018 HASKELL IThe Haskell CompaII I Riverside A enue Jacksonville, Florida 32202 Phone # (904) 791-4500 4/16/2018 2/21 /2018 2/14/2018 DRN. REV. DATE DRAWN: DESIGN FIRM 3401007 CONTROL NO.. 4 N A Y p SHEET TITLE REVISED LINE - 5 ARCHITECTURAL ZEPHYRHILLS NATURAL SPRING WATER PARTIAL FLOOR PLAN - AREA A ZEPHYRHILLS, FLORIDA The Information contained on this document is the sole property of NWNA S SHEET REV. NO. and may not be copied or disclosed to others unless authorized by NWNA. —[ DATE: D.M.: SCALE: D A-111 2 1 7 ici 0 /�� II II _L _I. I __ __ I t- 1 __1 1 1_ If 11 __ I I I ix C RV 0 8 6 5 ENLARGED FLOOR PLAN -DOCK AREA 1 /8" =1'-0" � 1ST FLO( 100, - 0" REST M A RESTROOM B 4 1/4" _ �oF.FLo 1/4" =1'-0" (5 y' H� p 00 4430 ./. i - ' . � `j6N REV. REVISION DESCRIPTION 8 7 1ST FLOOR OL 100, - 00" D C B A DRN. REV. DATE REV 6 4 3 A.5 Al � 2 EXISTING TILT -UP NEW TILT -UP -301 PANEL SIZE REVISED CONCRETE PANELS CONCRE NELS 17-11 1/2" 3/4" 17' -11 1/2" 3/4" 16 - 7 5/8" 3/4" 10' - 5 3/4" GUARD RAIL AT ROOF --a, - A I X r/—. A 1 EXISTING MECHANICAL 301 EQUIPMENT EXISTING CONCRETE WALL PANELS _ 'Z X 1'-6" DOCK SIGN W/,, 10" H LETTERING FOR--, )IMENSIONS REVISED "NUMBER CENTER ABOVE DOOR - NUMBER AS EXISTING CANOPY o _ SHOWN (ALL DOCKS TO . 17 -11 1/2 . HAVE ON INSIDE FACE OF TO REMAIN I b_ fm?ENSI,ONS ADDED 48 a9 3/4"' �a DOOR - NUMBER TO _ CO. MATCH)-,', )-,. , 4' 53/4" 9'-0" 4'-53/4" 4'-53/4 9'_0 4'-53/4"'4'-53/4" -9'-0 5' 17/8° EXISTING DOCK - EXISTING DOOR ; DOOR & SHELTER TO REMAINco X101 o0 0 EXISTING STAIR 1 ST FLOOR- 100, -- 0" III I111 III III III�III III III I C ADDENDUM #2 ADDENDUM #1 PERMIT ISSUE OWNER REVIEW REVISION DESCRIPTION 5 NEW DOCK DOORS, LEVELERS, SEALS & BUMPERS ENLARGED EXTERIOR ELEVATION 1/8" = V-0" 5 11 4.9 4 3 RELOCATED TILT -UP CONCRETE PANEL GUARD RAIL I 3 AT ROOF -301 BY OWNER -LIGHT FIXTURE, = _.EXISTING CPENINGS IN TILT -UP WALL PANEL -I SEE ELECTRICAL- - o _ 0 `' EXISTING 1 r d WAREHOUSE .IN FILL, - EXISTING. _ NEW SECTION OF - `- OPENING :I RAIN LEADER TIED," INTO EXTENDED.—. STORM WATER LINE._ ENLARGED EXTERIOR ELEVATION 5/16/2018 4111(3� HASKELL The Haskell Company 1 I I Riverside Avenue Jacksonville, Florida 32202 Phone # (904) 791-4500 4/16/2018 2/21 /2018 2/14/2018 DRN. REV. DATE DRAWN: DESIGN FIRM 3401007 CONTROL NO.: 4 uR= I T ENFINLEPING -ICE : FFE C C :15 II TE •00 TEx� ,S 750.9 3 1ST FLOOR 100. - 0" LINE - 5 ZEPHYRHILLS NATURAL SPRING WATER ZEPHYRHILLS, FLORIDA The Information contained on this document is the sole property of NWNA and may not be copied or disclosed to others unless authorized by NWNA. DATE: I D.M.: I SCALE 2 ARCHITECTURAL ENLARGED DOCK AREA SIZE SHEET NO. D A-401 1 REV. NO. 1V /__ I II 11 I I I I _ _ I I 1 111 11 11 1 1 _ I. R is 91 8 7 6 5 4 3 8 8"X8" GALV. MTL. DOWNSPOUT CONDUCTOR HEAD/SCUPPER DETAIL BASE MEMBRANE ATTACHMENT AS . REQUIRED FOR SPECIFIC SYSTEM PIPE PENETRATION r�PC. rc�RFt�iQ/ R• A IA 00 — - I REV. 8 7 PLUMBING VENT STACK SEALANT DRAWBAND INSTALL SEALANT BETWEEN PIPE AND PREFABRICATED MEMBRANE FLASHING PREMANUFACTURED MEMBRANE FLASHING (8" MIN. HEIGHT) SEALANT (IF REQUIRED FOR THE SPECIFIC COVERBOARD THERMAL E INSULATION BASED ON UL C-AJ-1004 ROOF DECK FOR COMPLETE INFORMATION SEE UL & FM DESCRIPTION g SCALE. 3 — 1 -0 PIPE PENETRATION ALTERNATIVE TO B2/A-501 UL NO. W-L-4003 PIPE PENETRATION �I EXPANSION BOLT PRE -FINISHED METAL- 00 SCUPPER FACE PLATE 8"X8" GALV. MTL. PLATE SET IN HEAVY - I DOWNSPOUT BEAD OF SEALANT O I 12"X3j"XA"X3" _ LONG ANGLES EXPANSION 0o o WELD TO CHANNEL BOLT I I z z SEALANT A II I A °° ° a- o N O I I O (n FACE OF WALL 10"X34"XA"X3" v o N 00 LONG ANGLES , I WELD TO CHANNEL �- 3j" C10X15.3 STL. CHANNEL C° DOWNSPOUT GUARD 10 SEE DTTAI R DEAD SECTION A -A ^I 1 THIS SHT. d „' .e CONNECTION TILT -UP WALL PANEL - TO IN -GROUND CONCRETE DRAINAGE SYSTEM PAVEMENT 1 SINGLE -PLY WALL FLASHING (FULLY ADHERED) 4 tPW SINGLE -PLY STRIP -IN (HOT-AIR WELD) METAL SCUPPER INSERT SET INSIDE FLANGES IN ROOF CEMENT FASTEN TO WAL® 3" O.C. (PRIME FOR FLASHING)SCUPPER OSINGLE-PLY STRIP -IN (HOT-AIR WELD) L ASOSPECIFIED _4 8 F== 1 r METAL DECK STEEL FRAMING SEE STRUCT. DWGS. 4 DOWNSPOUT GUARD SCUPPER W/ SCALE: 1 " = 1'-011 D SCALE: 2" = 1'-011 D3 ELEVATION & SECTION BOLLARD COVER UP CONC. PANEL IDEAL SHIELD (YELLOW) ROUNDED CONC. OR EQUAL TOP }" CROWN 6" 0 STL. PIPE BOLLARD 6" METALLIC FILL PIPE W/ CONC. OR CONDUIT &PAINT YELLOW V. DEPTH UL 'IFIED FMRC DVED FIRE ER CAULK ASSIFIED MIN. ICK TIGHTLY =D MINERAL FORM EXTERIOR BOLLARD DETAIL g 3 INTERIOR B SCALE: 3" = 1'-0" � � SCALE: 1" = 1'-0" :XISTING 2 HR FIRE -RATED DETAIL ADDED IRE WALL, TILT -UP CONC. "ANEL !" TO 6" METALLIC 'IPE OR CONDUIT JL CLASSIFIED FIRE 'ILLOWS SCALE: 3" = 1'-0" A2 D ADDENDUM #2- C ADDENDUM #1 B PERMIT ISSUE A OWNER REVIEW REVISION DESCRIPTION DRN. REV. DATE REV. REVISION DESCRIPTION 6 5 5 16 2018 4/16 /2018 HASKELL I I I Haskell Company �] Riverside Avenue 2/21 /201 8 Jacksonville, Florida 02 Phone # (904) 791-45050 0 2/21 /2018 DRN. REV. DATE DRAWN: DESIGN FIRM CONTROL NO.: 4 _T L Waters NORTH ANMICA CORPORATE ENGINEERING OFFICE 1322 CRESTSIDE DRIVE. SUITE 100 COPPELL.. TEXAS 75019 3 CONDUCTOR HEAD SCALE: 2" = 1'-0" D4 ROUNDED CONC. TOP 4" CROWN BOLLARD COVER IDEAL SHIELD (YELLOW) OR EQUAL 6" 0 STL. PIPE BOLLARD FILL PIPE W/ CONC. & PAINT YELLOW FINISHED FLOOR OLLARD DETAIL (Q_� CI SCALE: 1" = 1'-0" B LINE — 5 ARCHITECTURAL ZEPHYRHILLS NATURAL SPRING WATER DETAILS ZEPHYRHILLS, FLORIDA The Information contained on this document is the ads property of NWNA SIZE SHEET NO.: and may not be copied or disclosed to others unless authorized by NMMA. D A— 501 DATE: D.M.: VWC SCALE: 8 1 REV. NO. 8 7 6 5 4 GENERAL NOTES PIPING PLUMBING ABBREVIATIONS: A. WHERE TRAPEZE PIPE HANGERS ARE PROVIDED, UTILIZE A. ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN DOUBLE NUT U-BOLTS. U-BOLTS SHALL BE LOOSELY FASTENED. COMPLIANCE WITH ALL APPLICABLE CODES AS ADOPTED AND AFF = ABOVE FINISHED FLOOR INTENT IS NOT TO BIND OR HOLD PIPE, BUT ONLY TO PROVIDE AMENDED BY THE INSPECTING AUTHORITY. NOTHING IN THESE ANSI = AMERICAN NATIONAL STANDARDS INSTITUTE LATERAL SEPARATION. DRAWINGS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING APPROX. = APPROXIMATE B. PROVIDE WATER HAMMER ARRESTORS FOR FLUSH VALVE TO THESE CODES. ASJ = ALL SERVICE JACKET FIXTURES AND WHERE QUICK CLOSING VALVES ARE INSTALLED B. EXACT LOCATIONS AND MOUNTING HEIGHTS OF PLUMBING FIXTURES AVG = AVERAGE IN ACCORDANCE WITH PDI STANDARDS OR RECOMMENDATIONS. SHALL BE OBTAINED FROM THE ARCHITECTURAL DRAWINGS. BHP = BRAKE HORSEPOWER D THIS INCLUDES ALL SENSOR OPERATED FAUCETS. C. ALL PLUMBING WORK SHALL BE INSTALLED TO AVOID INTERFERENCE BOP = BOS = BOTTOM OF PIPE BOTTOM OF STEEL C. PRIME AND PAINT ALL OUTSIDE PIPE AND PIPE SUPPORTS IF WITH ELECTRICAL AND MECHANICAL EQUIPMENT AND STRUCTURAL THEY ARE NOT GALVANIZED OR STAINLESS STEEL. FRAMING, B= BOTTOM D. PRIME AND PAINT ALL GAS PIPING LOCATED INSIDE OR OUTSIDE D. BEFORE COMMENCEMENT OF WORK, CONTRACTOR SHALL VERIFY BTU = BRITISH THERMAL UNIT THE BUILDING PER PROJECT SPECIFICATIONS. THE EXACT LOCATIONS, ELEVATIONS AND CHARACTERISTICS OF ALL CL = CENTER LINE E. NO PIPE SUPPORT SYSTEMS SHALL CRUSH THE INSULATION UTILITIES AND PIPING. CONTRACTOR SHALL ALSO NOTIFY THE C.FT. = CUBIC FEET PER MINUTE WHEN RESTING UPON THE SUPPORT. THE USE OF PIPE ARCHITECT/ENGINEER OF ANY DISCREPANCIES. CUU. = CUBIC FEET SADDLES IS NECESSARY WHEN THE WEIGHT OF PIPE EXCEEDS E. ALL WASTE AND VENT PIPING 3" TO 6" IS TO SLOPE AT A MINIMUM OF CU. IN. = CUBIC INCH THE WEIGHT SUPPORT LIMIT OF THE INSULATION. 1/8" PER FOOT UNLESS INDICATED OTHERWISE, DIA. 0 = DIAMETER F. PIPE SIZES MAY BE SHOWN FOR SAME PIPE ON MORE THAN F. ALL VENT PIPING SHALL BE ATTACHED TO WALL NO FURTHER THAN 3- DN = DOWN ONE PLAN. IN CASE OF PIPE SIZE DISCREPANCY THE LARGER 0" AWAY. DWG. = DRAWING PIPE SIZE SHALL BE CONSIDERED CORRECT DURING THE G. PROVIDE ADDITIONAL ATTACHMENT TO WALL FOR ALL FLOOR E.C. = ELECTRICAL CONTRACTOR BIDDING AND DURING CONSTRUCTION UNLESS SPECIFICALLY STANDING SINKS. EWT = ENTERING WATER TEMPERATURE APPROVED BY THE ARCHITECT/ENGINEER OTHERWISE. H. ELECTRICAL OUTLETS SHALL BE INSTALLED BEHIND ELECTRIC WATER F = FAHRENHEIT G. PROVIDE PIPE SUPPORTS FOR ROOFTOP PIPING, I.E. COOLERS (NOT EXPOSED). FPS = FEET PER SECOND CONDENSATE DRAINS, GAS PIPING, STORM DRAINAGE, ETC. I. FCO'S SHALL BE INSTALLED FLUSH TO FINISHED FLOOR. NO DISHING GA. = GAGE OR GAUGE H. PROVIDE SHUT-OFF VALVES FOR BOTH HOT AND COLD PERMITTED. GAL. = GALLON DOMESTIC WATER FOR EACH TOILET BATTERY. LOCATE VALVES J. ALL FLOOR DRAINS LOCATED IN TOILET ROOMS, MECHANICAL ROOMS GALV. = GALVANIZED IN AN ACCESSIBLE LOCATION WITH ACCESS DOOR AS AND OTHER LOCATIONS NOT SUBJECT TO PERIODIC WASHDOWN GPD = GALLONS PER DAY REQUIRED. SHALL BE PROVIDED WITH TRAP PRIMERS. GPH = GALLONS PER HOUR I. PROVIDE SHUT-OFF VALVES FOR ALL PRESSURE PIPING K. ALL VENT PIPING LOCATED IN A RETURN AIR PLENUM SHALL BE CAST GPM = GALLONS PER MINUTE CONTAINING TWO (2) OR MORE FIXTURE CONNECTIONS OR IRON. HOA = HAND - OFF - AUTOMATIC SWITCH BRANCH RUNOUTS. LOCATE VALVES IN AN ACCESSIBLE L. ALL VENT PIPING SHALL BE FULL LINE SIZE IF A WCO IS SHOWN, OR AS HP = HORSEPOWER LOCATION WITH ACCESS DOOR AS REQUIRED. DIRECTED BY LOCAL, STATE CODES. ID = DIAMETER, INSIDE J. PROVIDE WARNING TAGS ON MEDIUM PRESSURE GAS (1/2" TO 5 M. FLOOR DRAIN LINE SIZE AND VENTING SHALL BE IN ACCORDANCE WITH I.E. = INVERT ELEVATION PSIG) UPSTREAM OF GAS REGULATORS STATING PRESSURE PLUMBING CODE HAVING JURISDICTION, COMBINATION WASTE AND KW = KILOWATT AND "DO NOT REMOVE". VENT SYSTEM. LF _ LINEAR FEET C K. PROVIDE PIPE LABELING AS SPECIFIED. N. ALL FLOOR DRAINS SHALL BE INSTALLED FLUSH WITH FINISHED LWT LEAVING WATER TEMPERATURE FLOOR. PLUMBING CONTRACTOR SHALL EXAMINE ARCHITECTURAL MAX, = MAXIMUM AND STRUCTURAL DRAWINGS TO DETERMINE THE EXACT TYPE OF MBH = BTU PER HOUR (THOUSAND) FLOOR FINISH AND MAKE ALLOWANCE DURING THE INSTALLATION. IF MEZZ. = MEZZANINE ANY DRAIN IS NOT FOUND TO BE FLUSH WITH THE FINISHED FLOOR OR MIN. = MINIMUM PARALLEL TO THE WALLS THE PLUMBING CONTRACTOR WILL BE N.C. = NORMALLY CLOSED REQUIRED TO REMOVE SUCH DRAIN AND RE -INSTALL AT NO COST. NG = NATURAL GAS 0. ALL PIPING SHALL BE LOCATED WITHIN STUD WALLS AND OTHER WALL N.O. = NORMALLY OPEN CONSTRUCTION THAT MAY BE USED TO ENCLOSE THE PIPING. NO NTS = NOT TO SCALE PIPING IS TO BE LOCATED IN MASONRY WALLS. PIPING SHOWN ON O.C. = ON CENTER THE DRAWINGS MAY NOT REFLECT THIS INSTALLATION METHOD OD = DIAMETER, OUTSIDE BECAUSE OF THE DEGREE OF DETAIL INCONSISTENT WITH SCALED OZ = OUNCE DRAWINGS. IF PIPING CANNOT BE INSTALLED WITHIN THESE P.O.C. = POINT OF CONNECTION STRUCTURES THE APPROVAL OF THE ENGINEER OF ANOTHER PRESS. = PRESSURE INSTALLATION METHOD IS REQUIRED. PSI = POUNDS PER SQUARE INCH P. ALL PLUMBING FIXTURE VENTS SHALL TERMINATE A MINIMUM OF 12 PSIG = PSI GAGE INCHES FROM ANY VERTICAL SURFACE AND 10'-0" FROM ANY OUTSIDE PW = PROCESS WASTE AIR INTAKES. RPM = REVOLUTIONS PER MINUTE Q. PLUMBING FIXTURE DESCRIPTION SHALL TAKE PRECEDENCE WHEN SOV = SHUT-OFF VALVE THEIR EXISTS A CONFLICT WITH A DESCRIPTION AND MODEL NUMBER. SFU = SUPPLY FIXTURE UNITS R. PROVIDE FACTORY FORMED "TRUEBRO" PVC JACKET COVERS FOR SUCT = SUCTION DRAIN AND SUPPLY PIPING OF ALL LAVATORIES. TEMP = TEMPERATURE S. PROVIDE OFFSET DRAIN STRAINER FITTING FOR ALL LAVATORIES. TYP. = TYPICAL UG = UNDERGROUND VEL = VELOCITY B VERT = VERTICAL VOL = VOLUME VTR = VENT THROUGH ROOF W/ = WITH W/ TP = WITH TRAP PRIMER 0 � a�annnMnuyry� ANI L 9R tiRP,�cla 7tlaee�• " .C� ��5-sr D JADDENDUM #2 C PI ADDENDUM #1 B PI A OR #1 REVISION DESCRIPTION DRN. REV. DATE I REV. REVISION DESCRIPTION 6 5 APPLICABLE CODES FLORIDA BUILDING CODE, 2014 EDITION FLORIDA MECHANICAL CODE, 2014 EDITION FLORIDA PLUMBING CODE, 2014 EDITION FLORIDA FIRE PREVENTION CODE, 2014 EDITION FLORIDA FUEL GAS CODE, 2014 EDITION FLORIDA ENERGY CONSERVATION CODE, 201 EDITION ASH RAE 90.1 2010 05/16/18 HASKELL IIIRiversideAenuey Jacksonv�e, Florida 32202 Phone 0 (W4) 791-4500 04/16/18 02/21 /18 02/14/18 DRN. REV. DATE DRAWN DESIGN FIRM 3401007 CONTROL NO.. 4 t - Il + �I_ir TF 'I flrFlilfd iF�l(:E Cc 0�, E. TE ' F Tf A. 3 SCOPE & ASSUMPTIONS: DRAINAGE: -SCOPE INCLUDES THE ADDITION OF NEW TRENCH DRAINS AND NEW HUB/FLOOR DRAINS ROUTED TO NEW BELOW GRADE SUMP. PUMPS AND DOWNSTREAM PIPING TO EXISTING PH NEUTRALIZATION STATION BY OTHERS. -BOTH NEW HAND SINKS WILL INDIRECTLY DISCHARGE INTO HUB DRAINS. •TD-2 (160 GPM) AND TD-1 (140 GPM) FLOW CONCURRENTLY. •FD-5 FLOWS AT 20 GPM (ESEWS SUPPLY RATE). -HD-3: AFTER COOLER IS USED FOR BOILER BLOWDOWN 1407 MAX -ALL DRAINS WILL BE INSTALLED WITH P-TRAPS. -SUMP (1000 GALLONS) SHALL BE FULLY 304 STAINLESS STEEL. -PIPING MATERIAL: CPVC COMPRESSED AIR: -SCOPE INCLUDES CONNECTION TO EXISTING CA LINE, DROPS BETWEEN DOCK DOORS, AND CONNECTION TO TWO HOSE REEL STATIONS PROVIDED AND INSTALLED BY HASKELL. •3/4" DROPS WILL PROVIDE ADEQUATE SUPPLY TO HOSE REEL STATIONS. -EXISTING COMPRESSED AIR SYSTEM HAS ENOUGH CAPACITY FOR ADDITIONAL CA HOSE REELS -MATERIAL: COPPER (TO MATCH EXISTING) COLD WATER SUPPLY: -SCOPE INCLUDES TYING INTO EXISTING SYSTEM AND ROUTING TO SINKS AND ESEWS. -EXISTING CW HAS ENOUGH CAPACITY FOR THE PROPOSED ADDITIONS. -MATERIAL: COPPER WITH FIBERGLASS INSULATION AND WHITE PVC JACKET. HOT WATER SUPPLY: -SCOPE INCLUDES SINKS AND ESEWS INSTANTANEOUS HEATERS. NATURAL GAS: -BELOW GRADE PIPING AND REGULATOR/METER SET DESIGNED, FURNISHED AND INSTALLED BY UTILITY CO. -MECHANICAL CONTRACTOR'S SCOPE INCLUDES CONNECTION FROM REGULATOR/METER SET OUTLET, PIPE PENETRATION THRU WALL AND A VALVE INSTALLED IN THE VERTICAL POSITION. -MATERIAL: SOCKET WELDED SCH 40 CARBON STEEL PAINTED TO MATCH EXISTING SEISMIC DESIGN REQUIREMENTS CATEGORY-B: SEISMIC DESIGN CATEGORY FOR THIS PROJECT IS CATEGORY B. PER ASCE STANDARD, ASCE/SEI 7-05, CHAPTER 13, MECHANICAL AND ELECTRICAL COMPONENTS ARE EXEMPT AND REQUIRE NO SEISMIC SUPPORT OR SEISMIC BRACING, L!J C u GLOSSARY FURNISH: PURCHASE AND DELIVER (EQUIPMENT) TO THE JOB SITE ONLY. INSTALL: PROVIDE ALL MISCELLANEOUS MATERIALS & SERVICES (LABOR & MATERIAL) REQUIRED TO MAKE EQUIPMENT OPERATIONAL, PROVIDE: FURNISH AND INSTALL. REMARKS: INFORMATION PERTAINING TO ALL ITEMS ON A SCHEDULE. NOTES: INFORMATION PERTAINING ONLY TO INDICATED ITEMS ON A SCHEDULE A WAREHOUSE EXPANSION ZEPHYRHILLS NATURAL SPRING WATER ZEPHYRHILLS, FLORIDA The Information contained on this document is the sole property of NWNA and may not be copied or disclosed to others unless authorized by NWNA. DATE: I D.M.: I SCALE 2 PLUMBING LEGEND, ABBREVIATIONS, & NOTES SIZE SHEET NO. REV. NO. D P-001 1 i I I I _ I I 'tylI m lam' I U C N no 8 7 OVERALL�11OOR PLAN r `�ppflM1MMHM„y� , �A HANICAL ENGINEErI!L 589 .o'; STATE F �6•itt, �•••••• REV. 8 � .... 7 6 5 1 4 2 1 4.9 5 6 (:: 20 21 22 23 24 25 26 is CI (:DH � B i 3 4 ii T Y L I I I I I I I i i D ADDENDUM #2 05/16/18 C PI ADDENDUM #1 04/16/18 4(3� NASKEI.L Riverside Avenue The HaskellCompeny C Jecksonv®e,Flatds 32202 B PI 02/21/18 Friona aX (904) 797-4500 A OR #1 02/14/18 DESIGNn� i4 it � Jr Fklld FFI:� REVISION DESCRIPTION DRN. REV. DATE REV. REVISION DESCRIPTION DRN. REV. DATE DRAWN: CONTR LN 3401007 - ` F` [''E• " E 00 CONTROO.: F'E...L. TE`Al- 7 6 5 4 7 3 AREA "A N ( ) KEY PLAN WAREHOUSE EXPANSION ZEPHYRHILLS NATURAL SPRING WATER OVERALL PLUMBING FLOOR PLAN ZEPHYRHILLS, FLORIDA The Information contained on this document is the sole property of NWNA SIZE SHEET NO. REV. NO. and may not be copied or disclosed to others unless authorized by NWNA. DATE: D.M.: SCALE: D P-110 2 1 0 I -L v0 :■ 8 7 6 5 4 3 2 1 4.9 5 6 7 8 9 10 11 CC I► - I I I I I I PROCESS WASTE SHALL 1 i SLOPE AT 1 /8" PER FOOT (TYPICAL) I TD-3 411 PW 8" x 12' LI 4" V UP TO 4" VTR 4" PW FCO (15 GPM) BB FD3; (15 GPM) FD-1 _ 15 GPM) tin, I F -2 , I� DISHED FLOOR,AR FUND I (1 GPM) TD-2 FLOOR DRAIN (TYP), �-, RECTANGULAR - -- 6" PW " PW CUSTOM, 1 W HD-4 :.; PW 21- 4" (160 GPM) I 411 PW (15 GPM) co HD- ' (1 GPM) El ! I co (AA.5% -"SK PW I I 5 GPM) PROCESS WASTE 14' - 9" j 11 PUMPED TO EXISTINQ PW ACID NEUTRALIZATION F e PW - ' PW ' PW " PW BY OTHERS 8" PW II 4" V UP TO 811 PW H -3 _ SUMP �� "."(15 GPM) CO UMN FOOTING `�' TANK -- 9'_ " x 9'-6" 13' -11" 6" PW 6�, PW F ,,5_, H K II TO : -1'-0" BFF-ei (20 PM) COLUMN FOOTIN 3 4 BOF:-2'-10" BFF I TD-1 -----_ " 9'-6" x 9'-6" 304 STAI LESS STEEL SUMP TANK ( 0 x 8 ,x 15 TOF: -1'-0" BFF 140 GPM 8-DEEP) 0 BE RATED FOR FORK LIFT{)-_-.____.________ BOF:-2'-10" BFF 3"V CONNTION AT TOP OF TRAFFIC, PROVIDE A 3' x 4' HINGED ID. I - I CHASE; 3" R; FIXTURES AND SEE DET, ILS P-501 4" S - PIPIt4G WI IN CHASE BY OTHERS. II SEE CIVIL DRAWINGS 4"S STUB U .);FIXTURES I I FOR CONTINUATION. AND PIPING WITHIN -CHASE-BY ERS. — — — — — — — — — — — — I I i ENLARGED FLOOR PLAN - DRAINAGE 1/16" = V-0" � ppW�uMrgiry�N�,y 1 '`j D ADDENDUM #2 QIVECHC� ENGINEN -j m ; �1ryVA� : __ C PI ADDENDUM #1 :ICJ B PI STATE F Q = A OR #1 ? .os'16'( 4, F� �1�•••••(�`� a EV. REVISION DESCRIPTION DRN. REV. DATE REV. REVISION DESCRIPTION 8 6 5 05/16/18 ItHASKELL IIIIRiverrsideAvvenueY 'arkeonvfe. Rodda 32202 Phone . (904)791-4500 04/16/18 02/21 / 18 02/14/18 DRN. REV. DATE DRAWN: DESIGN FIRM 3401007 CONTROLNO. : 4 R MITE ;Q:-i PrE-! . TEY A,, �L� 3 i 15 N (1) KEY PLAN WAREHOUSE EXPANSION ZEPHYRHILLS NATURAL SPRING WATER ENLARGED PLUMBING FLOOR PLAN ZEPHYRHILLS, FLORIDA - DRAINAGE The Information contained on this document is the sole property of NWNA SIZE SHEET NO. REV. NO. and may not be copied or disclosed to others unless authorized by NWNA. DATE: D.M.: SCALE D P-1 11 2 1 M 0 u I I I 11 1 _ 8 7 6 inn INJ :■ 0 4.9 5 6 7 8 9 10 11 12 13 cc ii I I I I I I I I Ik f I I I I I I I I BB CONNECT CA INTO EXISTING LINE, FIELD VERIFY EXACT I I I LOCATION AND SIZE. 1/2" CW DOWN TO IWH-1 HSK I I Ll 1/2" CW IWH-1 1 1/2" CW f I I I II I I I IWH-3 1 1/4" CW i MOUNT 3' AFF ON DOWN TO IWH-3 BACKSIDE OF COLUMN 1/2"CW DO N HS - - { - - -4 - - - - ESEWS °HSK TO It1�2- I - - + - - 1" CA DOWN TO HS. MOUNT HS TO FIELD F BRICATE STAINLESS 3 4 1 CA i MATCH EXISTING. SEE DETAIL 1/P-501 STEEL TAND FOR IWH (TYP OF 3) SEE DETAIL 2/P-501 HS I VALVE AND CAP F R FUTURE EXPANSI N. I 1 1/2" CW I I I I I I I 1-1/2"CW DOWN TO CONNECTION AT TOP OF I CHASE; FIXTURES AND PIPING I I WITHIN CHASE BY OTHER . - - 1 1/2" CW I I II I I I I I I I I ROUTE CW TIGH TO I II ROOF STRUCTU E. I I I I I I I I I I I I I I I I I I 2"G(5) THRU WALL; T RN UP AND INSTALL VALVE IIN THE II CONTINUE-1/2"CW LINE SOUTH AND B - VERTICAL POSITION. - _ CONNECT IN TO EXISTING 2"CW LINE GAS METER/REGULATOR OR ASSMEBLY LOCATED I MECHANICAL ROOM. FIEL PER UTILITY COMPANY REQUIREMENTS - VERIFY EXACT LOCATION AND SIZE. SEE DETAIL ON A2/P-501 GAS BELOW GRADE BY UTILITY CO. ,,,�10%, V E7 .5-X `- - Q CH T�II CyIf5EER'• - O. aayy '• -IO e. �� 1��e• eV `` ,��'k,.�+rle"a�a'�l•�•�����`� REV. 4r O 8 ENLARGED FLOOR PLAN - UTILITIES 1/16" = V-0" D JADDENDUM #2 4 FO#4 C PI ADDENDUM #1 B PI REVISION DESCRIPTION DRN. REV. DATE REV. REVISION DESCRIPTION 6 5 05/16/18 HASKELL ITII Riversid Aver y .,e=„d&, Florida 32202 Pi (904) 791.46W 05/01 /18 04/16/18 02/21/18 DRN. REV. DATE DRAWN: DESIGN FIRM 3401007 CONTROL NO., 4 O iR� ��tiTr Et N EEIIU EFICE JPPE-L. TE 5 3 AREA "A N KEY PLAN WAREHOUSE EXPANSION ZEPHYRHILLS NATURAL SPRING WATER ENLARGED PLUMBING FLOOR PLAN ZEPHYRHILLS, FLORIDA - UTILITIES The Information contained on this document is the sole property of NWNA SIZE SHEET NO. REV. NO. and may not be copied or disclosed to others unless authorized by NWNA. DATE: D.M.: SCALE: D P-121 2 1 ril icy v 1 II_ __ _ LL_ i I I _ I - I _ !_ ___ I I _I_ 1 I I I _ _ I_ 11 11_ 8 7 6 5 4 3 2 1 D D C C B A A 8 •"'�'�"7 6 5 4 73 2 1 CLEANOUT AND ACCESS CLEANOUT AND ACCESS COVER. TOP OF COVER COVER. TOP OF COVER TO BE TO BE FLUSH WITH TOP OF FLOOR. REFER TO FLUSH WITH TOP OF CONCRETE DRAINAGE SPECIALITY SCHEDULE ON DRAWINGS PIPE SUPPORTS TO WALL (TYPICAL) POUR CONCRETE BASE AROUND BRASS CLEANOUT PLUG FINISHED BRASS CLEANOUT PLUG FLOOR DRAIN 1'-6"X 1'-6"X4" W/ COUNTER SUNK HEAD FLOOR Wi COUNTER SUNK HEAD 3/4" STRAINER OPTIONAL DISCHARGE d, 41 • , � ,, •". ` 45° CUT ON ° •- - e,-• . ; • , - . . - • • < - WALL HUB DRAIN END OF PIPE AIR GAP PER CODE - e ' - • - �' = _° � • - - - - . '°a _' _ • T � - b •_-• ,n "` FINISHED FLOOR REQUIREMENTS ° -` °"• •° • _tl•'• - - �- BALL VALVE 1 QUICK DISCONNECT, ROUTE I TO HOSE REEL INLET EXTERIOR INTERIOR SIZES AS INDICATED 6" DRIP LEG � WELDED CONNECTION ON DRAWING FERNCO OR EQUAL TYPE ADAPTER REMOVABLE CAP 3'-0" FLOOR STAINLESS STEEL 4„ 4„ 4„ CPVC 4TWO-WAY 4" COMBINATION WYE & CLEANOUT TEE 1/8 BEND CLEANOUT TEE 4" 1/4 BEND CLEAN -OUT TEE RUN OF PIPE END OF RUN 1 COMPRESSED AIRDROP DETAIL C2 HUB DRAIN DETAIL C3 CLEANOUT DETAIL NTS DETAIL NTS DETAIL NTS 1 1/4" HW 1 1/4" TEPID 1 1/4" CW STAINLESS STEEL SQUARE f TUBE MOUNTED TO FLOOR COLD WATER SUPPLY FLOOR TOPPING, VERIFY THICKNESS OF FLOOR TOPPING PRIOR TO WATER SUPPLY � WITH WELDED BASE PLATE WITH 1" STANDOFF FLOOR DRAIN INSTALLATION 1 AND SECURED TO 1 FROM TUBE STEEL PROCESS LOCKABLE BALL STRUCTURE ABOVE. SPOUT WITH WALL FLOOR DRAIN CONTROL PANEL BY SHOWER VALVES (TYPICAL) BRACE, VACUUM ,a `• "-•- OTHERS HEAD p COLD WATER BREAKER, HOSE < • • � -e �. • . ;. dad a . d - ANSI Z-358-1 MIXING VALVE SUPPLY END SPOUT LEVER HANDLES -_• - � _ - - ' ° PROCESS a_�• ��;=--a.e_°�.' -•.a FLOOR DRAIN ALTERNATE SUPPLY o STAINLESS STEEL •�` •'�•° • "` (PLUGGED) MOUNT INSTANTANEOUS HAND WASH SINK _ FLOOR SLAB •d"• ^ . < , • :. ; - • <- `. : •'• • "• EYE /FACE WATER HEATER TO ,•d $ , �- e : • _ e4 a - <• I — WALL DISCHARGE BY OTHERS s�! WASH UNIT PROVIDE EMERGENCY FIXTURE HSK STAINLESS STEEL PLATE. COLD WATER SUPPLY STAINLESS STEEL ' "• - � . e RETAINER RING CPVC < ,• < - •" F� WITH FLOW CONTROL TO REGULATE PLATE WELDED TO STAINLESS d < e • � e, ~ � SHOWER FLOW TO 20 GPM STEEL SQUARE TUBE � ° ;, �•- °v " . a : < -• .� � �� � � unT 1nrASILOSUPPLY SILO _ FLOOR SLAB ����' E,•�I FOUNDATION FOUNDATION FLOOR INSTANE_OU:PLAN" FLOOR PLAN "0 CI 8 7 6 5 4 3 2 1 PLUMBING FLOOR DRAINS, FLOOR SINKS, & CLEANOUTS MARK FIXTURE MANUFACTURER MODEL NUMBER DESCRIPTION TD-1 PROCESS AREA TRENCH DRAIN (8" x 15') BLUCHER HYGIENICPRO TYPE 676 7" WIDE PRE -SLOPED, V BOTTOM CHANNEL, 304 STAINLESS STEEL WITH HEAVY DUTY HYGIENICPRO LADDER GRATE, SEDIMENT BASKET, (2) OUTLETS ONE ON EACH END WITH SS P-TRAPS TD-2 PROCESS AREA CUSTOM TRENCH DRAIN (REFER TO FLOOR PLAN FOR CONFIGURATION) BLUCHER CUSTOM 12" WIDE PRE -SLOPED, V BOTTOM CHANNEL, 304 STAINLESS STEEL WITH HEAVY DUTY HYGIENIC LADDER GRATE, SEDIMENT BASKET, SS P-TRAP TD-3 PROCESS AREA TRENCH DRAIN (8" x 12') BLUCHER HYGIENICPRO TYPE 676 7" WIDE PRE -SLOPED, V BOTTOM CHANNEL, 304 STAINLESS STEEL WITH HEAVY DUTY HYGIENICPRO LADDER GRATE, SEDIMENT BASKET, SS P-TRAP, CENTER OUTLET FD-1,2,3,4,5 PROCESS AREA FLOOR DRAIN BLUCHER HYGIENICPRO BFD-570 HYGIENICPRO 12" ROUND TOP, BOTTOM OUTLET, 304 STAINLESS STEEL WITH HEAVY DUTY HYGIENICPRO GRATE, SEDIMENT BASKET, STAINLESS STEEL... HD-1,2,3,4 PROCESS AREA HUB DRAIN KUSEL CUSTOM CUSTOM ENLARGED HUB INLET WITH TYPE T304 STAINLESS STEEL SCHEDULE 40 P-TRAP WITH THREADED OUTLET FCO CLEANOUT PROCESS AREA KUSEL KE 250 TYPE T304 STAINLESS STEEL CONSTRUCTION, SET LEVEL WITH FLOOR, 4" INSIDE CAULKED OUTLET CONNECTION, "O" RING, SEALED, FLOOR LEVEL PLATE, SATIN FINISH, SCREW -IN TYPE BRASS PLIG, DESIGNED TO WITHSTAND HEAVY LIFT -TRUCK WHEELS WITHOUT BUMPS OR DAMAGE ECO EXTERIOR CLEANOUT ZURN Z-1406 SPIGOT TYPE CLEANOUT, DURA-COATED CAST IRON BODY WITH AIR TIGHT ABS THREADED PLUG. PROVIDE 12" x 12" x 4" DEEP CONCRETE PAD AT GRADE. ■u INSTANTANEOUS HOT WATER HEATER MARK SERVICE TEMPERATURE POWER MANUFACTURER MODEL # NOTES SHEET # ROOM # MAX TEMP RISE DEG F EWT DEG F LWT DEG F KW VOLTS PHASE IWH-1,2 PROCESS AREA SINKS P-121 PROCESS AREA 81 50 110 6 277 1 EEMAX EX60TML 1,2,3 IWH-3 PROCESS AREA ESEWS P-121 PROCESS AREA 21 50 TBD 72 480 3 EEMAX AP072480 EFD N4X 3 NOTES: 1. MULTIPLE LAYS: ONE, TWO, OR THREE HANDWASH LAVS, FACTORY SET TEMP AT 110 DEG WITH A .3 GPM TURN ON (5.5KW - 11.5KW). 2. PROVIDE A FIELD FABRICATED STAINLESS STEEL STAND. 3. PROVIDE A NEMA 4X CABINET. PLUMBING FIXTURES MARK FIXTURE MANUFACTURER MODEL NUMBER DESCRIPTION PIPE SIZES (INCHES) CW HW SAN VENT ESEWS EMERGENCY SHOWER/EYE WASH STATION SPEAKMAN SE-603 FREE STANDING UNIT WITH 1" STAY -OPEN SHOWER BALL VALVE ACTIVATED BY SS TRIANGULAR PULL HANDLE, IMPELLER ACTION DELUGE SHOWER HEAD, 1/2" STAY -OPEN EYE/FACE VALVE ACTIVATED BY SS PUSH HANDLE WITH AERATED EYE/FACE WASH, 1 1/4" GALVANIZED STANTION WITH FLOOR FLANGE, PAINTED GREEN 1-1/4 1-1/4 1-1/4 - EMERGENCY SHOWER/EYEWASH VALVE LAWLER 911 THERMOSTATIC MIXING VALVE WITH CHROME PLATED BRONZE BODY, REDUNDANT THERMOSTATIC ELEMENTS, POSITIVE HOT WATER SHUTOFF, INTEGRAL COLD WATER BYPASS, HI -LOW GPM RANGE OF 2 GPM TO 60 GPM AT 30 PSI, SUFFICIENT FOR A SINGLE EYEWASH OR SEVERAL DRENCH SHOWERS, MEETS ANSI Z358.1, THERMOMETERS FOR BOTH INLETS AND THE OUTLET, HSK STAINLESS STEEL ONE COMPARTMENT HAND SINK ELKAY WNSF8124 #14 GAUGE, TYPE 304 STAINLESS STEEL UTILITY SINK, SINGLE COMPARTMENT, 24"L BY 24"W BY 14" DEEP, WELDED 1/4" RADIUS COVED CORNER CONSTRUCTION, WELDS ARE GROUND SMOOTH AND CLEANABLE FINISH, FULL LENGTH 8" HIGH BACKSPLASH WITH 450 SLOPED TOP, 1-1/2" WIDE INWARD SLOPING TOP CHANNEL RIMS, SINK COMPARTMENT PITCHED TO DRAIN, EXPOSED SURFACES POLISHED TO A SATIN FINISH, SINK TO BE SUPPORTED ON FOUR (4) LK251 STAINLESS STEEL 1-5/8"OD TUBULAR LEGS WITH #14 GAUGE WALL THICKNESS, ADJUSTABLE BULLET SHAPED FEET AND CARRY THE NSF INTERNATIONAL CERTIFICATION. 1/2 1/2 1-1/2 1-1/2 FAUCET ELKAY LK940HA10T4S 8" CENTERSET FAUCET, WALL MOUNTED, 10" REACH SWING SPOUT, 4" WRISTBLADE HANDLES, 0.5 GPM VANDAL -RESISTANT AERATOR, QUARTER TURN CERAMIC DISC CARTRIDGE, 1/2" NPT INLETS WITH SHUTOFF VALVES IN SHANKS, SOLID BRASS CONSTRUCTION AND CHROME PLATED FINISH, ONE (1) REQUIRED. HS COMPRESSED AIR HOSE REEL STATION REELCRAFT 7000 SERIES MATCH EXISTING. PROVIDE BALL STOP, HOSE, AND NOZZLE. N/A N/A N/A N/A PIPE MATERIAL SYSTEM DESCRIPTION LOCATION SIZES PIPING CONNECTIONS/FITTINGS VALVES NOTES INSULATIONS MATERIAL STANDARDS METHOD STANDARDS TYPE METHOD DOMESTIC COLD & HOT WATER ABOVE GROUND 2" AND SMALLER COPPER TUBE, TYPE L, HARD DRAWN ASTM B88 LEAD FREE 95-5, TIN/ANTIMONY SOLDER ASTM B16.18, ASTM B16.22 BALL VALVES 3" & SMALLER SCREWED 95/5 LEAD FREE SOLDER PIPING AND FITTINGS ARE TO BE INSULATED WITH 1 INCH FIBERGLASS STANDARD PIPE INSULATION WITH WHITE PVC JACKET 2-1/2" AND 3" TIN/COPPER/SILVER GATE VALVES SILVABRITE 100 SOLDER CHEMICAL RESISTANT AND VENT PIPING ABOVE GROUND ALL CHLORINATED POLYVINYL CHLORIDE (CPVC), DWV TYPE, SCHEDULE 4C ASTM, D 1784; F 439, F F441 SOLVENT WELD ASTM, D 1784, D 2467 - - WASTE BELOW GROUND ALL CHLORINATED POLYVINYL CHLORIDE (CPVC), DWV TYPE, SCHEDULE 4C ASTM, D 1784; F 439, F F441 SOLVENT WELD ASTM, D 1784, D 2467 - - SANITARY WASTE AND VENT ALL ALL POLYVINYL CHLORIDE (PVC) TYPE DWV, SCH 40, SOLID WALL ASTM D 2665, ASTM D3034 SOLVENT WELD ASTM D 2464 - - COMPRESSED AIR ABOVE GROUND 2 1/2" AND SMALLER COPPER TUBE, TYPE L, HARD DRAWN... ASTM B 88 BRAZED ANSI/ASME B16.22 BALL VALVES BRAZED NATURAL GAS ABOVE GROUND ALL BLACK STEEL, ERW, SCHEDULE 40 ASTM A-53 SOCKET WELDED ASTM A-53 GAS COCKS WELDED PIPE TO BE PAINTED AND LABELED TO MATCH EXISTING GAS PRESSURE REGULATOR LOCATION MARK SERVICE SHEET # ROOM # GAS TYPE SPECIFIC GRAVITY TOTAL CAPACITY CFH INLET PRESSURE OUTLET PRESSURE GAS PRESSURE TO MASTER METER SET / PRESSURE FROM METER/SET PRESSURE REGULATOR TO GPR-A TOTAL NATURAL GAS DEMAND P-121 EXTERIOR WALL NATURAL 0.6 2,400 REGULATOR PER UTILITY COMPANY BUILDING 5 PSIG f 0 LLV;'A � IV gL' :'v A G a � o. alas STT F D ADDENDUM #2 C PI ADDENDUM #1 B PI A OR #1 REVISION DESCRIPTION DRN. REV. DATE REV. REVISION DESCRIPTION 6 5 ici a E0 05/16/18 WAREHOUSE EXPANSION 04/16/18 HASKELL The Haskell ` = ZEPHYRHILLS NATURAL SPRING WATER PLUMBING SCHEDULES 02/21/18 .backsonvile,Roida32202 µ ZEPHYRHILLS, FLORIDA Phone • (904) 7914500 O2/14/18 The Information contained on this document is the sole property of NWNA SIZE SHEET NO. REV. NO. n j FIIJ T } and may not be copied or disclosed to others unless authorized by NWNA. DRN. REV. DATE DRAWN: DESIGN FIRM 0 007 F U. _ L E. E n DATE: D.M. SCALE D P-601 CONTROL NO.. l- PE TE Y i 4 3 2 1 --- 8 7 6 4 3 2 1 v■ ra■ i ■ o■ I 411 V I I I I I I P-TRAP DRAINAGE - RISER DIAGRAM � ptq�lltUwf►t(NI, l �•`�►��"►fit i1.L l .r'''�•,,,� �HA ICAL EN o. 789 t' - STATE.' (Nmr;•••�k.�,, REV. r- 1 r\mr- D JADDENDUM #2 C PI ADDENDUM #1 B PI A OR #1 REVISION DESCRIPTION DRN. REV. DATE REV. REVISION DESCRIPTION 6 5 HD-3 (5 GPM) ■17 M ■ I_7 05/16/18 HASKELL !IIRiversldCompany � ay 3ecksonvie•Florida32202 Phone 0 (904) 7914600 `' �; = f'' RE` i E OF E JITE 10[ WAREHOUSE EXPANSION ZEPHYRHILLS NATURAL SPRING WATER ZEPHYRHILLS, FLORIDA PLUMBING RISER DIAGRAMS 04/16/18 02/21/18 02/14/18 The Information contained on this document is the sole property of NWNA and may not be copied or disclosed to others unless authorized by NWNA. SIZE D SHEET NO 7 1 P— O 1 REV NO. DRN. REV. DATE DRAWN: DESIGN FIRM 3401007 CONTROLNO.: DATE: D.M.: SCALE: 4 3 2 1 I I _ 9 I '!II I 1 i I I 5 4 I I I __IL 11 T _ I 111 3 2 1 Ev C Vol so ABBREVIATIONS ACH AIR CHANGES PER HOUR FD FIRE DAMPER AD ACCESS DOOR FOB FLAT ON BOTTOM ADJ ADJUSTABLE FPM FEET PER MINUTE AFF ABOVE FINISHED FLOOR FPS FEET PER SECOND AHU AIR HANDLING UNIT FT FEET OR FOOT ALT ALTITUDE ANSI AMERICAN NAT. STD. INST. GA GAGE OR GAUGE ATFP ANTI -TERRORISM FORCE PROTECTION GAL GALLON GBD GRAVITY BACKDRAFT DAMPER BAS BUILDING AUTOMATION SYSTEM GPM GALLONS PER MINUTE BDD BACKDRAFT DAMPER BHP BRAKE HORSEPOWER BOD BOTTOM OF DUCT BOL BOTTOM OF LOUVER BTUH BR►TISH THERMAL UNIT PER HOUR CD CONDENSATE DRAIN LINE CFM CUBIC FEET PER MINUTE DB DRY BULB TEMPERATURE DDC DIRECT DIGITAL CONTROL DEG DEGREES DIA DIAMETER DN DOWN DWG DRAWING DX DIRECT EXPANSION (E) EXISTING EA EACH EAT ENTERING AIR TEMPERATURE EER ENERGY EFFICIENCY RATIO EL ELEVATION ESP EXTERNAL STATIC PRESSURE EWT ENTERING WATER TEMPERATURE F FAHRENHEIT FSD COMBO FIRE/SMOKE DAMPER HOA HAND -OFF -AUTOMATIC SWITCH HP HORSEPOWER HR HOUR IN. INCHES IN. WIG INCHES OF WATER GAUGE KW KILOWATTS LAT LEAVING AIR TEMPERATURE LBS POUNDS LBS/HR POUNDS PER HOUR OA OUTSIDE AIR OAT OUTSIDE AIR TEMPERATURE OC ON CENTER PD PRESSURE DROP (FT OF H20) PH PHASE PSI POUNDS PER SQUARE INCH PVC POLYVINYL CHLORIDE QTY QUANTITY RA RETURN AIR RH RELATIVE HUMIDITY RPM REVOLUTIONS PER MINUTE SA SUPPLY AIR SD SMOKE DETECTOR SEER SEASONAL ENERGY EFF. RATIO SF SQUAREFEET SP STATIC PRESSURE (" OF H20) SS STAINLESS STEEL MAX MAXIMUM TBD TO BE DETERMINED MBH BTU PER HOUR (THOUSAND) TEMP TEMPERATURE MCA MINIMUM CIRCUIT AMPS TSP TOTAL STATIC PRESSURE MCC MOTOR CONTROL CENTER TYP TYPICAL MD MOTORIZED DAMPER MIN MINIMUM LION UNLESS OTHERWISE NOTED MISC MISCELLANEOUS MOCP MAX OVER -CURRENT PROTECTION MVD MANUAL VOLUME DAMPER V VOLT VV VARIABLE AIR VOLUME N.C. NORMALLY CLOSED VFD VARIABLE FREQUENCY DRIVE NIC NOT IN CONTRACT N0, NUMBER W WATTS N.O. NORMALLY OPEN WB WET BULB NTS NOT TO SCALE SEE MECHANICAL SYMBOLS, LEGENDS AND EQUIPMENT SCHEDULES FOR ADDITIONAL ABBREVIATIONS. SOME ABBREVIATIONS, SYMBOLS, OR LEGENDS SHOWN ON THIS DRAWING MAY NOT BE USED ON TO THIS PROJECT. APPLICABLE CODES GLOSSARY FLORIDA BUILDING CODE, 2014 EDITION FLORIDA MECHANICAL CODE, 2014 EDITION FLORIDA PLUMBING CODE, 2014 EDITION FLORIDA FIRE PREVENTION CODE, 2014 EDITION FLORIDA FUEL GAS CODE, 2014 EDITION FLORIDA ENERGY CONSERVATION CODE, 2014 EDITION ASHRAE 90.1, 2010 EDITION FURNISH: PURCHASE AND DELIVER (EQUIPMENT) TO THE JOB SITE ONLY. INSTALL: PROVIDE ALL MISCELLANEOUS MATERIALS & SERVICES (LABOR & MATERIAL) REQUIRED TO MAKE EQUIPMENT OPERATIONAL. PROVIDE: FURNISH AND INSTALL. REMARKS: INFORMATION PERTAINING TO ALL ITEMS ON A SCHEDULE. NOTES: INFORMATION PERTAINING ONLY TO INDICATED ITEMS ON A SCHEDULE SEISMIC DESIGN REQUIREMENTS CATEGORY 8: SEISMIC DESIGN CATEGORY FOR THIS PROJECT IS CATEGORY B. PER ASCE STANDARD, ASCE/SEI 7-05, CHAPTER 13, MECHANICAL AND ELECTRICAL COMPONENTS ARE EXEMPT AND REQUIRE NO SEISMIC SUPPORT OR SEISMIC BRACING. n SHEET SHEET TITLE REV DATE M-001 HVAC SYMBOLS & ABBREVIATIONS D 05/16/18 M-110 OVERALL HVAC FLOOR PLAN D 05/16/18 M-111 ENLARGED HVAC FLOOR PLAN D 05/16/18 M-601 HVAC DETAILS, SCHEDULES & CONTROLS D 05/16/18 Grand total: 4 STATE F J" SI t ; �'���.t`�d47 r•� ��J�'� REV. NAL� "Al PLAN SYMBOLS �- FLEX DUCT WALL SWITCH FLEX CONNECTION ® SUPPLY DIFFUSER rrr MITERED ELBOW W/ Z RET REGISTER/GRILLE TURNING VANES EXH REGISTER RADIUS ELBOW UNDERCUT DOOR BDD BACKDRAFT DAMPER SKD SMOKE DAMPER SINGLE VANE - VANED SPUTTER W/ TURNING VANES FD FD (F/SD) (F/SD) VERTICAL FIRE DAMPER (VERTICAL FIRE/SMOKE DAMPER) FD (F/SD) HORIZONTAL FIRE DAMPER (HORIZONTAL FIRE/SMOKE DAMPER) UP DN - -�- CHANGE OF ELEVATION jT DUCT MOUNTED THERMOSTAT THERMOSTAT / TEMPERATURE SENSOR DUCT MOUNTED SMOKE DETECTOR HUMIDISTAT / HUMIDITY SENSOR l OR MOTORIZED DAMPER CO CARBON MONOXIDE SENSOR CO2 CARBON DIOXIDE SENSOR EMERGENCY VENTILATION SHUTOFF SWITCH CLEARANCES HORIZONTAL REMOVAL OR CLEARANCE (TUBES, COILS, FILTERS, ETC) AT FLOORLEVEL. HORIZONTAL AND VERTICAL CLEARANCE REQUIRED FROM FLOOR TO EQUIPMENT ABOVE CEILING (ELECTRIC HEATERS, INLINE FANS, ETC). CALLOUTS SECTION ® KEY NOTE TRANSITION, CONCENTRIC DRAWING POINT OF CONNECTION REFERENCE NUMBER 61 POINT OF DISCONNECT SHEET NUMBER RECTANGULAR TO ROUND TRANSITION ENLARGED PLAN OR DETAIL EQUIPMENT IDENTIFICATION 000 INDICATOR - SUPPLY OR OA FLOW VOLUME DAMPER (qAIR:DiEVICE DESIGNATION VERTICAL DUCT RISE CFM 200 A �D---F-� AIR DEVICE DESIGNATION (SEE AIR DISTRIBUTION SCHEDULE FOR DESCRIPTION) VERTICAL DUCT DROP �i INDICATES RECTANGULAR DUCT 18x6 18x6 WITH DUCT SIZE 18 INCHES WIDE (IN PLANE OF DRAWING) AND 6 INCHES DEEP, SIZE PERTAINS TO THE ENTIRE RUN OF DUCT UNLESS OTHERWISE NOTED. 18INDICATES FLAT OVAL DUCT �18x6�� WITH DUCT SIZE 18 INCHES WIDE (IN PLANE OF DRAWING) AND 6 INCHES DEEP. SIZE PERTAINS TO THE ENTIRE RUN OF DUCT UNLESS OTHERWISE NOTED. 1 o 18"o INDICATES ROUND DUCT WITH DUCT SIZE OF 18 INCHES IN DIAMETER. SIZE PERTAINS TO THE ENTIRE RUN OF DUCT (FROM DUCT ORIGIN AT TAP TO END OF DUCT) UNLESS OTHERWISE NOTED. GENERAL DEMOLITION NOTES 1. CONTRACTOR TO FIELD VERIFY EXISTING CONDITIONS AND REPORT TO ENGINEER ANY DISCREPANCIES PRIOR TO COMMENCEMENT OF WORK. 2. THE GENERAL EXTENT OF THE EXISTING MECHANICAL WORK TO BE DISMANTLED AND REMOVED IS INDICATED ON THE DRAWINGS. 3. ALL COMPONENTS OF SYSTEMS AND EQUIPMENT ARE NOT INDICATED INDIVIDUALLY WHERE ITEMS ARE TO BE REMOVED OR REUSED. UNLESS OTHERWISE INDICATED, REMOVE OR REUSE ALL ASSOCIATED VALVES, ELECTRICAL COMPONENTS, PIPING, HANGERS, INSULATION, PLATFORMS, BASES AND ALL OTHER ITEMS RELATED TO EQUIPMENT AND MATERIALS INDICATED TO BE REMOVED OR REUSED. 4. WHERE UNSURE WHETHER A PARTICULAR ITEM IS TO BE REMOVED, REQUEST CLARIFICATION FROM ENGINEER PRIOR TO STARTING WORK. 5. UNLESS OTHERWISE INDICATED, ALL ITEMS AND MATERIAL INDICATED TO BE REMOVED SHALL BECOME THE PROPERTY IF THE CONTRACTOR AND SHALL BE PROPERLY DISPOSED OFFSITE. 6. ALL EXISTING -TO -REMAIN WORK SHALL BE PROTECTED FORM DAMAGE. IN THE EVENT OF DAMAGE, REPLACE WITH NEW MATERIALS CONFORMING TO SPECIFICATIONS FOR NEW WORK AT MECHANICAL CONTRACTOR'S EXPENSE. / D JADDENDUM #2 B PI A OR#1 REVISION DESCRIPTION DRN. REV. DATE REV. REVISION DESCRIPTION 6 5 05/16/18 HASKELL IllIRiverssiide venue lleaksonvWe. Florida 32202 Phone # (904) 791.4600 02/21 /18 02/14/18 DRN. REV. DATE DRAWN DESIGN FIRM 3401007 CONTROLNO.: 4 GENERAL NOTES 1. ANY DIFFERENCE BETWEEN THE APPLICABLE CODES, DRAWINGS, AND SPECIFICATIONS; THE MORE STRINGENT REQUIREMENTS SHALL APPLY. THE PLANS AND SPECIFICATIONS SHALL NOT BE MISCONSTRUED AS PERMISSION TO VIOLATE PUBLISHED CODES AND STANDARDS. 2. MECHANICAL CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS AND EQUIPMENT TO FURNISH AND INSTALL ALL MECHANICAL (HVAC) WORK AS SHOWN AND DESCRIBED WITHIN THE CONTRACT DOCUMENTS (PLANS, SPECIFICATIONS, SUBCONTRACT AGREEMENT) AS DEVELOPED BY HASKELL AND PERFORM SUCH WORK AS MAY BE REASONABLY INFERRED FROM THE CONTRACT DOCUMENTS AS REQUIRED TO PROVIDE A COMPLETE AND OPERATIONAL MECHANICAL SYSTEM, 3. THE SCHEDULED EQUIPMENT REPRESENTS THE BASIS OF DESIGN. THE MECHANICAL DRAWINGS AND PLANS ARE DIAGRAMMATIC AND ARE BASED ON THE MANUFACTURER AND MODEL NUMBER OF THE MECHANICAL EQUIPMENT AND DEVICES AS SCHEDULED. IN INSTANCES WHERE THE CONTRACTOR HAS SUBMITTED AND HASKELL HAS ACCEPTED EQUIPMENT OTHER THAN THE BASIS OF DESIGN, THE CONTRACTOR SHALL PROVIDE FOR ALL REQUIRED CHANGES TO ACCOMMODATE THE SUBSTITUTION AT NO ADDITIONAL CHARGE FROM ANY INVOLVED TRADE, INCLUDING (BUT NOT LIMITED TO) ELECTRICAL SERVICE, STRUCTURAL FRAMING, ROOF SUPPORT, SERVICE ACCESSIBILITY, AND SPACE REQUIREMENTS. 4. IF DUCTWORK SIZE IS NOT SHOWN, PROVIDE SIZING ACCORDING TO EQUAL FRICTION METHOD: 5. RECTANGULAR MEDIUM PRESSURE SUPPLY 0.20" SP WG/100 EQ.FT, AND VELOCITY<2000 FPM. 6. ROUND OR FLAT OVAL MEDIUM PRESSURE SUPPLY 0.50" SP WG/100 EQ.FT. AND VELOCITY <2500 FPM. 7. LOW PRESSURE SUPPLY 0.08"SP WG/100 EQ.FT. 8. LOW PRESSURE RETURN 0.05"SP WG/100 EQ.FT. 9. LOW PRESSURE EXHAUST 0.08"SP WG/100 EQ.FT. 10. REFER TO LIFE SAFETY PLANS FOR WALL, CEILING AND FLOOR FIRE RATINGS. PROVIDE RATED FIRE DAMPERS OF THE APPROPRIATE FIRE RATING FOR THE INSTALLED LOCATION. ALL PENETRATIONS THROUGH THE FIRE RATED ASSEMBLIES SHALL COMPLY WITH SECTIONS OF THE APPLICABLE BUILDING CODE. 11. DUCTWORK DIMENSIONS SHOWN ARE INSIDE DIMENSIONS, ALL DUCTWORK WITH MITERED ELBOWS OR TEES SHALL BE PROVIDED WITH SINGLE THICKNESS TURNING VANES, INCREASE DUCT SIZE TO ACCOMMODATE DUCT LINER. 12, PROVIDE SOUND LINER IN ALL RETURN AIR DUCTS OPEN TO PLENUM. SOUND LINER SHALL EXTEND AT LEAST PAST THE FIRST ELBOW OR 10 FEET FROM UNIT OPENING. PROVIDE 1" HARDWARE CLOTH OVER OPENING. 13, ALL PENETRATIONS THROUGH EXTERIOR WALLS AND ROOF INCLUDING (BUT NOT LIMITED TO) PIPING, AND VENTS SHALL BE CAULKED MOISTURE AND AIR TIGHT. 14. PROVIDE CONDENSATE DRAIN PIPING FOR ALL CONDENSATE PRODUCING EQUIPMENT WHETHER SHOWN ON THE PLANS OR NOT, PROVIDE COMPLETE SYSTEM WITH DISPOSAL TO AN APPROVED LOCATION AND IN ACCORDANCE WITH LOCAL CODE. 15. FILTERS SHALL BE CERTIFIED BY MANUFACTURER AND RATED IAW ANSI/ASHRAE STANDARD 52.2 16. INSTALL ALL EQUIPMENT AND ASSOCIATED SYSTEMS IN ACCORDANCE WITH THE PRODUCT MANUFACTURER'S INSTALLATIONS AND RECOMMENDATIONS INCLUDING SERVICE AND CODE CLEARANCES, ALONG WITH UL LISTINGS. 17. ALL MATERIAL INCORPORATED INTO THE WORK ARE TO BE NEW, UNUSED, AND UNDAMAGED. ANY DAMAGED OR QUESTIONABLE MATERIAL IS TO BE REMOVED AND REPLACED AT NO COST TO OWNER OR HASKELL. 18. MECHANICAL CONTRACTOR TO FURNISH AND INSTALL ACCESS PANELS IN DUCTWORK SYSTEMS FOR SERVICE AND INSPECTION OF DUCT MOUNTED EQUIPMENT INCLUDING BUT NOT LIMITED TO FIRE AND SMOKE DAMPERS, SMOKE DETECTORS, TERMINAL BOXES, CONTROL DAMPERS, AIR FLOW MEASURING STATIONS, ETC. 19. PROVIDE T-STATS FOR ALL MECHANICAL EQUIPMENT, WHETHER SHOWN OR NOT. VERIFY LOCATION WITH ENGINEER IF LOCATION IS NOT SHOWN ON DRAWINGS. REFER TO ELECTRICAL DRAWINGS FOR DIMENSIONED THERMOSTAT LOCATIONS ABOVE FINISHED FLOOR. COORDINATE TEMPERATURE SENSOR LOCATIONS WITH FURNITURE/EQUIPMENT LAYOUTS, WINDOWS AND DOOR SWING AREAS. 20. PROVIDE LAYOUT COORDINATION FOR A CONCRETE HOUSEKEEPING PAD UNDER EACH FLOOR -MOUNTED PIECE OF EQUIPMENT. HOUSEKEEPING PAD SHALL EXTEND 6" BEYOND EQUIPMENT FOOTPRINT IN ALL FOUR DIRECTIONS. COORDINATE SIZE AND LOCATION OF PAD WITH EQUIPMENT PURCHASED. PROVIDE 45-DEGREE CHAMFERED EDGES ON PAD. 21. ALL DUCTWORK TO FOLLOW SMACNA DUCT CONSTRUCTION STANDARDS. 22. SMOKE DETECTORS SHALL BE PROVIDED IN THE SUPPLY AND RETURN DUCTWORK FOR ALL RECIRCULATING MECHANICAL EQUIPMENT. DUCT -MOUNTED SMOKE DETECTORS SHALL BE PROVIDED BY ELECTRICAL, INSTALLED BY MECHANICAL, AND WIRED BY ELECTRICAL. 23. ALL MECHANICAL AIR MOVING EQUIPMENT, EXCEPT THOSE EXCLUDED UNDER NFPA 96 SHALL BE WIRED INTO THE FIRE ALARM PANEL AND SHALL SHUTDOWN UPON A RECEIPT OF A GENERAL FIRE ALARM. ALL DUCT -MOUNTED SMOKE DETECTORS SHALL BE WIRED INTO THE FIRE ALARM PANEL. THE ACTIVATION OF A DUCT -MOUNTED SMOKE DETECTOR SHALL: 1) SHUT DOWN THE AIR DISTRIBUTION SYSTEM, 2) ACTIVATE A VISIBLE AND AUDIBLE SUPERVISORY SIGNAL AT A CONSTANTLY ATTENDED LOCATION VIA THE FIRE ALARM SYSTEM, AND 3) CLOSE MECHANICAL UNIT SMOKE DAMPERS (WHERE APPLICABLE). 24. MECHANICAL CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH ALL WALL CONTRACTORS TO ENSURE ALL WALL OPENINGS ARE PROPERLY FRAMED AND INSTALLED WITH REQUIRED CLEARANCES. ALL WALL OPENINGS SHALL BE FRAMED TO CONCEAL EXPOSED GYPSUM. ALL OPENINGS FOR DUCTS OR DAMPERS IN RATED WALLS SHALL BE FRAMED. COORDINATE WORK WITH SUPERINTENDENT. 25, PROVIDE AUXILIARY DRAIN PAN FOR ALL UNITS LOCATED IN ATTIC SPACES, SUSPENDED CEILING SPACES, FURRED SPACES, OR ANY AREA DIRECTLY ABOVE A FINISHED SPACE (A MECHANICAL ROOM WITH A CONCRETE FLOOR SLAB SHALL NOT BE CONSIDERED DIRECTLY ABOVE A FINISHED SPACE). PROVIDE A MOISTURE SENSOR IN THE AUXILIARY DRAIN PAN TO PROVIDE SIGNAL TO SHUT DOWN MECHANICAL SYSTEM UPON DETECTION OF MOISTURE OR PROVIDE A SECONDARY CONDENSATE LINE PIPED TO A CONSPICUOUS LOCATION. 26. COORDINATE WITH ARCHITECT TO PROVIDE IDENTIFICATION ON CEILING TO MARK ALL MECHANICAL AIR MOVING EQUIPMENT LOCATED ABOVE CEILING. 27. ROUND BRANCH DUCT CONNECTIONS TO RECTANGULAR MAINS SHALL BE MADE WITH CONICAL TAPS, RECTANGULAR BRANCH DUCT CONNECTIONS TO RECTANGULAR MAINS SHALL BE MADE WITH SHOE FITTINGS. 28. PROVIDE CEILING ACCESS PANELS AS REQUIRED FOR BALANCING, OPERATION AND MAINTENANCE OF ALL MECHANICAL EQUIPMENT. ENSURE ACCESS PANEL IS OF SUFFICIENT SIZE FOR REMOVAL OF EQUIPMENT. 29. MECHANICAL CONTRACTORS SHALL DEVELOP COMPLETE COORDINATION SHOP DRAWINGS OR BIM MODEL AS DIRECTED BY THE CONTRACT THAT IDENTIFIES MECHANICAL EQUIPMENT, DUCTWORK AND PIPING, EQUIPMENT PADS AND PLATFORMS, DRAIN AND ETC. 30. ALL ROOF MOUNTED EQUIPMENT TO BE SUPPORTED ON AND PROPERLY SECURED TO FIELD FABRICATED OR FACTORY SUPPLIED ROOF CURBS SECURED TO ROOF STRUCTURE TO WITHSTAND ALL WIND FORCES. SEE STRUCTURAL DRAWINGS FOR DETAILS. 31. PROVIDE SUCTION & LIQUID REFRIGERATION PIPING SIZED ACCORDING TO MFR'S RECOMMENDATION BASED ON EQUIVALENT LENGTH OF REQUIRED PIPING. INSULATE SUCTION LINE ONLY WITH FLEXIBLE ELASTOMERIC, EXTERIOR INSULATION SHALL BE INSTALLED WITH ALUMINUM ALL SERVICE JACKET (ASJ). 32. WHERE CONDENSING UNITS ARE ROOF -SUPPORTED, CURBS MAY BE USED FOR CONDENSING UNIT SUPPORTS IF THEY ARE FASTENED TO THE ROOF AND COVERED WITH THE SAME MEMBRANE MATERIAL AS THE ROOF. A COUNTER -FLASHED SHEET METAL COVER SHALL BE INSTALLED PRIOR TO ANCHORING THE EQUIPMENT. 33. ALL ROOF CURBS SHALL BE FABRICATED SO THAT THE TOP OF CURB IS LEVEL WITH THE HORIZON REGARDLESS OF ROOF PITCH. THE INTERIOR OF ALL INSULATED ROOF CURBS SHALL BE SHIELDED FROM THE AIRSTREAM BY GALVANIZED SHEET METAL LINERS. hF J v f� EI1� h1tFFJIJ 1=FIi �� 3 WAREHOUSE EXPANSION ZEPHYRHILLS NATURAL SPRING WATER HVAC SYMBOLS & ABBREVIATIONS ZEPHYRHILLS, FLORIDA The Information contained on this document is the sole property of NWNA SIZE SHEET NO. REV. NO. and may not be copied or disclosed to others unless authorized by NWNA. DATE: D.M.: SCALE D M-00 1 2 1 I.7 CI FM, -I - - - — — - -- ---I - L — — — " _I _— — - i I S. 1 1 L 'i 11"ol ill n 11 - --I — -- -- -- - 1 1 _ I 1 "7 ■ C o■ A 8 7 r ,��ntQmlurlae.��n� .� E�CH)AICAL EN NE s e.7 9 STATE F 6 ��� 4yy,-._P.• �ks� REV. e , "'yM�M��N�NnpW►��P 8 7 6 5 4 3 ------------------------------------- I I 3 4 4.9 6 7 8 9 10 11 12 13 1 14 15 16 17 18 19 20 21 22 23 24 25 26 cc I I BB I I i r E T R I (AA.S�-=���[.: _ � �-�- SE SHEE M-111 F 0 � - --� - - - - - - - - HVAC WORK IN THIS ARAA EA 1 I it I A &E IG I I I I I I I I I I I I I I I I I I I I I I I I I h i I I II I I I I I I I I I I I I I I I I I I I I I II I I I I I I I I I I I I I I I II I I I I I is I I II I I I I I I I I I I I I I I I I I I I I I ,I I I II I I I I I I � I I I I I I I I I IF I I I I I I J .1 li F I, LA 0 L.7 O M D ADDENDUM #2 C PI ADDENDUM #1 B PI A OR#1 REVISION DESCRIPTION DRN. REV. DATE REV. REVISION DESCRIPTION 6 5 2 1 AREA "A'1 I 05/16/18 The HasHASKELL kell II R Avenue Jecksonvi, Roride 3220202/21/18 Phone (W4)791-4WO 04/16/18 02/14/18 DRN. REV. DATE DRAWN: DESIGN FIRM 3401007 CONTROL NO.. 4 OVERALL HVAC FLOOR PLAN 1" = 50'-0" EXISTING WAREHOUSE N KEY PLAN WAREHOUSE EXPANSION ZEPHYRHILLS NATURAL SPRING WATER OVERALL HVAC FLOOR PLAN ZEPHYRHILLS, FLORIDA The Information contained on this document is the sole property of NWNA SIZE SHEET NO. REV. NO. and may not be copied or disclosed to others unless authorized by NWNA. DATE: D.M.: SCALE: D M-110 2 1 AN ici i I I I L 1 I I I I I I I I ► I I I ► I I I, I I I I I I I BB - I CEPD 10"0 DOUBLE -WALL 304 STAINLESS STEEL ON ROOF) ) EA DUCT DOWN TO BOTTLE WASHER I EXHAUST CONNECTION, COORDINATE EXACT LOCATION AND CONNECTION TYPE G' I WITH PROCESS EQUIPMENT INSTALLER. I I I I I I I I I fAA.5� I I I 1 I I I I I B 6"0 EA DUCT FROM EXHAUST FAN OUTLET 1 UP THRU ROOF WITH GOOSENECK. DUCTWORK SHALL BE UNINSULATED, GALVANIZED SHEETMETAL. EXHAUST FAN DESIGNED AND INSTALLED BY OTHERS. SEE DETAIL 4/M-601 1 1 I I I I I I I EXISTING SF-1A TO BE - RELOCATED. CAP AND EXISTING INSULATE EXISTING ROOF WAREHOUSE - -- -- --- - - - - CURB WATER TIGHT. - I 100 I I SF-1 A i • AREA "All A (RELOCATED) -1 MECHANICAL CONTRACTOR TO RESUSE ALL COMPONENTS AND ACCESSORIES. ONLY THE EXISTING FIRE PUMP u_.:_ ROOF CURB AND ANY REQUIRED EXISTING 101 HURRICANE/WIND CONNECTIONS/RESTRAINTS WAREHOUSE SHALL BE NEW. AREA "B" A ENLARGED HVAC FLOOR PLAN AREA:C� ,dpttptyM,4,4p «ILt�ve��4�, KEY PLAN •• - `,� NI S. M EE. -p =_ D ADDENDUM #2 05/16/18 ^� _ \ WAREHOUSE EXPANSION 4 FO#4 05/01/18 NASKEI.L The Haskell ) ZEPHYRHILLS NATURAL SPRING WATER ENLARGED HVAC FLOOR PLAN Florida ZEPHYRHILLS FLORIDAho�; 10C PI ADDENDUM #1 04/16/18 P*9460 �o :.•,�.�s �b `r ��� B PI OZ/21 /18 The Information contained on this document is the sole property of NWNA SIZE SHEET NO. REV NO. y �� •O.OI[1••••• `tea h' ;i TEli JEERIfJ F ICE and may not be copied or disclosed to others unless authorized by NWNA. D M�1 1 1 9z C1G` �REV. REVISION DESCRIPTION DRN. REV. DATE REV. REVISION DESCRIPTION DRN. REV. DATE DRAWN: DESIGN FIRM 3401007 ^� �'` F.',� n n=' DATE D.M.: SCALE: • E CONTROL 8 7 6 5 4 3 2 1 9M CI Vol L11I I L J1 ft C r TALL BASE WITH INTEGRAL MOTORIZED - DAMPER AND ACCESS PANEL, PROVIDE A SEPARATE POWER FEED WHEN FAN IS VFD DRIVEN NOTES: SEE DETAIL 2 THIS SHEET FOR AIR FLOW CONNECTION DETAILS 1 HOODED SUPPLY FAN DETAIL DETAIL NTS 460-3-60 VOLT FROM C.C.T HAND -OFF -AUTO IN STARTER CONTROL INSECT SCREEN GALV. STL. LAG BOLTS INSULATED ROOF CURB ROOF REFER TO ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR FLASHING AND CONNECTION TO ROOF STRUCTURE CONTACTS FROM END SWITCHES AS REQUIRED FROM FIRE ALARM SYSTEM P.I. ON STARTER TO BMS COVER CURRENT SENSING CR RELAY BMS O oH/�_ He H H A HOLDING COIL THERMOSTAT OR CO SENSOR CONTACT FROM INTERLOCKED EQUIPMENT (SEE INTERLOCK SCHEDULE) THREE PHASE FAN CONTROL OVERLOADS 6 MECH. EQUIP. OR ROOF MOUNTED FAN 1/2" ROUND S.S, BOLT @ EACH STRAP 16 GA. 2" W. METAL — STRAP THRU BOLT TO HVAC UNIT @ 24" O.C. (MIN. 2 PER SIDE) INSUL CURB - TEK/4 412-243/4" FROM STRAP TO CURB @ EACH S- TEKA 412-247/8" FROM CURB TO STL. ANGLE @ 12" O.C. 1/2" ROUND BOLT @ EACH STRAP. 2 MECHANICAL EQUIPMENT CURB DETAIL DETAIL NTS 5 SEALANT MATERIAL — SHT. MTL. FLASHING RECEIVER HIGH -DOMED, CAPPED GASKETED FASTENERS @ 18" O.C., MIN. 2 FASTENERS PER SIDE TEK/4 412-2421 /2" @ 24" O. C. REMOVABLE SHT. MTL. COUNTERFLASHING 4" HT. CANT (TYP.) MULTIPLE -PLY MODIFIED BASE FLASHING 8" MIN. MODIFIED BITUMEN ROOF MEMBRANE SEE SPECS. RIGID INSUL. --\ METAL DECK STL. ANGLE 120-1-60 VOLT FROM C.C.T ., MANUAL MOTOR STARTER WITH T.O.L. OR PANEL CURCUIT BREAKER BMS H I- 4 3 1" LARGER THAN FAN 4D 6" MIN DISCHARGE DUCT GUY WIRE W/ TURNBUCKLE (TYP FLEX CONNECTION f FOR 3) TO EYEBOLTS SECURED TO ROOF STRUCTURE, SEE DUCTWORK SUPPORT. ° ARCHITECTURAL DRAWINGS FOR SEE DETAIL. STANDARD PENETRATION DETAIL. SPRING ISOLATORS z RAIN SHROUD EF FIELD MEASURED AND o WELD AND SEAL FABRICATED ROOF WATER TIGHT EQUIPMENT SUPPORT DRAIN EQUIPMENT SUPPORT LEG, ROOF CURB WELD TO PLATE BELOW, SEAL WATER TIGHT. INSULATION `� PLATE WELDED TO ANGLE BELOW STEEL ANGLE. EXTEND SEE PLANS FOR ANGLE TO STRUCTURAL ROOF CONTINUATION FRAMING MEMBERS AND ATTACH BY WELDING NOTES: 1.SEE ARCHITECTURAL ROOF FLASHING DETAILS FOR ADDITIONAL REQUIREMENTS, 2.MECHANICAL CONTRACTOR TO PROVIDE DUCT AND EQUIPMENT SUPPORT AS DETAILED INCLUDING ALL MISCELLANEOUS STEEL FRAMING FOR ATTACHMENT TO ROOF STRUCTURE. 3.SECURE DUCTWORK AS REQUIRED TO SUPPORTS. 3 UTILITY FAN DETAIL DETAIL NTS 4CR TO BMS CURRENT SENSING RELAY MOTOR OVERLOAD FROM FIRE ALARM SYSTEM CONTACTS FROM END SWITCHES AS REQUIRED CONTACT FROM INTERLOCKED EQUIPMENT NOTE: (SEE INTERLOCK SCHEDULE) EXHAUST FANS WITHOUT M.M.S. SHALL BE SWITCHED FROM CIRCUIT BREAKER. SINGLE PHASE FAN CONTROL FAN SCHEDULE MARK SERVICE TOTAL AIR E.S.P. UNIT TYPE DRIVE ROOF/WALL FAN FAN (HP) VOLTS/PH WEIGHT MANUFACTURER MODEL ACCESSORIES CFM (IN. W.G.) OPENING (RPM) (LBS) NUMBER EF-1 BOTTLE WASHER 1,177 1 CENTRIFUGAL, UTILITY BELT -- 1,962 1/2 120/1 200 GREENHECK SWB-110 2, 4, 7, 8 SF-1A* WAREHOUSE 28,600 0.3 HOODED PROP BELT 50.5"x50.5" 668 5 460/3 1,100 GREENHECK RBS-31_48 1, 3, 5, 6 REMARKS A PROVIDE SHEET METAL LINER AND 1/2" HARDWARE CLOTH W/ METAL FLANGE FOR ALL EXHAUST FANS THAT HAVE NO DUCTWORK (PER NFPA 90A, CHAPTER 2-2.3.3). B PROVIDE MAGNETIC HOLD-DOWN FOR ALL UP BLAST FANS W/ BUTTERFLY DAMPERS. C PROVIDE WALL SLEEVE, MOTOR GUARD, RAIN HOOD, BACK DRAFT DAMPERS FOR ALL WALL MOUNTED PROPELLER FANS. D UNITS INSTALLED LEVEL WITH ROOF AND NOT THE HORIZON WILL BE REJECTED AND RE -INSTALLED AT CONTRACTOR'S EXPENSE. E EQUIPMENT SHALL CARRY PERMANENT LABEL INSTALLED MY MANUFACTURER STATING THAT EQUIPMENT COMPLIES WITH ASHRAE/IESNA STANDARD 90.1-2013 F EQUIPMENT SHALL BE CONSTRUCTED AND INSTALLED TO WITHSTAND HURRICANE FORCE WINDS IN ACCORDANCE TO FLORIDA BUILDING CODE 2017. * SUPPLY FAN SF-1A IS EXISTING AND IS TO BE REUSED ACCESSORIES 1. PROVIDE UNIT MOUNTED NEMA 3R DISCONNECT SWITCH, SINGLE POINT ELECTRICAL CONNECTION, REFER TO DIV 26 SPECIFICATIONS. 2. PROVIDE REMOTE NEMA 3R STARTER WITH H/O/A SELECTOR SWITCH, PILOT LIGHT, CONTROL TRANSFORMER, AUXILIARY CONTACTS FOR FAN INTERLOCKS, FIRE ALARM AND FACILITY BMS. 3. PROVIDE 18" INSULATED MANUFACTURER'S ROOF CURB CONSTRUCTED SUCH THAT UNIT IS LEVEL WITH HORIZON. 4, PROVIDE BACK DRAFT DAMPER. 5. PROVIDE TALL BASE WITH INTEGRAL MOTORIZED DAMPER WITH END SWITCHES. PROVIDE AUXILIARY TRANSFORMER IF REQUIRED. 6. PROVIDE INSECT SCREEN, 7. PROVIDE MANUFACTURER'S HURRICANE RESTRAINTS (150 MPH) 8. PROVIDE UNITARY BASE AND SPRING ISOLATORS 9. PROVIDE REMOTE MOUNTED NEMA 3R VARIABLE FREQUENCY DRIVE WITH H/O/A SELECTOR SWITCH, PILOT LIGHT, CONTROL TRANSFORMER, AUXILIARY CONTACTS FOR FAN INTERLOCKS, FIRE ALARM AND FACILITY BMS. 10. FOR EQUIPMENT SCHEDULED TO HAVE REMOTE STARTER/VFD AND SEPARATE SAFETY DISCONNECT SWITCH, PROVIDE "EARLY BREAK/LATE MAKE" DISCONNECT TO STARTER/VFD, INTERLOCKED FOR START/STOP. FOR REMOTE VFD LQQA;EQQ7,REATER THAN 150 FT. FROM FAN MOTOR, PROVIDE HIGH FREQUENCY dv/dt MOTOR FILTER AND LOAD REACTOR FOR VOLTAGE SPIKES. SEE VFD SCHEDULE, NOTE: 1. REFER TO INTERLOCK SCHEDULE AND FLOOR PLAN FOR INTERLOCKED EQUIPMENT, 2 1 ANGLE RIVETED OR SPOT METAL SCREEN WELDED AS REQUIRED FRAME 1/2" BIRDSCREEN ANGLE IRON REINFORCING WHERE REQUIRED SCREEN 135' BOLTS DUCT SIZE +25% OF R AREA R= 0/2 12" MIN. 36" MIN. 4 GOOSENECK DETAIL DETAIL NTS M CT EXHAUST FAN BI-EXHAUST FAN STATUS BI-STATUS EF-1 BO-EXHAUST FAN ENABLE/DISABLE STARTER BI-EXHAUST FAN FAULT BOTTLE WASHER CONTROLPANEL POINTS LIST - (BOTTLE WASHER EXHAUST) POINT DESCRIPTION NOTES ANALOG INPUT BINARY INPUT ANALOG OUTPUT BINARY OUTPUT ALARM POINT DISPLAY ON USERINTERFACE TREND EXHAUST FAN STATUS X X EXHAUST FAN ENABLE/DISABLE X X EXHAUST FAN FAULT X X X BOTTLE WASHER CONTROL PANEL X X X PHYSICAL POINTS TOTAL 0 REQUIRED SPARE POINTS 1 NOTES: 3 0 1 1 1 1 INTERLOCK SCHEDULE UNIT INTERLOCKS WITH EF-1 BOTTLE WASHER GENERAL NOTES: 1. DISCONNECT SWITCHES PROVIDED BY DIVISION 23 SHALL COMPLY WITH SPECIFICATION SECTION 262816 "ENCLOSED SWITCHES AND CIRCUIT BREAKERS". SWITCHES SHALL BE HEAVY DUTY. 2. DIVISION 23 SHALL PROVIDE ALL CONTROL WIRING, LOW VOLTAGE AND 120 VOLT, CONTROL CONDUITS, CONTROL DEVICES INCLUDING T-STATS, DAMPER INTERLOCKS, REMOTE SWITCHES, ETC. 3. SCCR (SHORT CIRCUIT CURRENT RATING) OF COMBINATION STARTERS, VFD MAIN BREAKERS DISCONNECT SWITCHES AND ANT POWER DISTRIBUTION EQUIPMENT FURNISHED BY MECHANICAL CONTRACTOR SHALL HAVE MINIMUM OF SOURCE POWER PANEL. 4. ADD "LOCKABLE" TO ALL UNIT MOUNTED VFD'S. 5. VFD SHALL ACT AS DISCONNECT SWITCH TO UNIT MOUNTED VFD'S OR REMOTE VDF'S LOCATED WITHIN 10 FEET OF THE EQUIPMENT IT SERVES. FOR REMOTE VFD'S GREATER THAN 10 FEET FROM THE EQUIPMENT IT SERVES, THE EQUIPMENT SHALL BE FURNISHED WITH A UNIT MOUNTED NEMA 3R DISCONNECT. SEQUENCE OF OPERATION: BOTTLE WASHER EXHAUST SYSTEM SHALL BE MONITORED THROUGH THE EXISTING BUILDING MANAGEMENT SYSTEM (BMS) AS DESCRIBED HEREIN, DEDICATED PROCESS EXHAUST FAN (EF-1) SHALL BE INTERLOCKED PER THE INTERLOCK SCHEDULE. EXHAUST FAN SHALL START/STOP AND BE CONTROLLED BY THE BOTTLE WASHER CONTROL PANEL. CONTROLS CONTRACTOR TO FIELD COORDINATE WITH PROCESS EQUIPMENT INSTALLER. 4 SI L r D ADDENDUM #2 05/16/18 , WAREHOUSE EXPANSION r C NICAL ENGINEE% C�. 0.7E5 C PI ADDENDUM #1 04/16/18 ( _ ZEPHYRHILLS NATURAL SPRING WATER HVAC DETAILS, SCHEDULES & HASKELL III II Riverside Company B PI 02/21/18 Jacksonville,h(04) g1-45�2f�,� ` ZEPHYRHILLS, FLORIDA CONTROLS o: STATE A OR#1 02/14/18 property The Information contained on this document is the soleof NWNA SIZE SHEET NO. REV. N0. / : .,_ and may not be copied or disclosed to others unless authorized by NWNA. FiS�E�"'• ''•• \�a�°� REV. REVISION DESCRIPTION DRN. REV. DATE REV. REVISION DESCRIPTION DRN. REV. DATE DRAWN: DESIGN FIRM } �E' arm �F `E, E n:: DATE: D.M.: SCALE: CONTROLNO.. ;,VPpE._!. TExA 75,-:,1 �A CI AN wI A, F ti.