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CURRENT ISSUE/ REVISION SCHEDULE PERMIT ISSUE 2 21-2018 w 111 HASKELL LINE -5 PERMIT ISSUE 2-21-2018 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: - .144 ce q, q (, tir �� 4,t �s �Fpy �yl4 06F �FUg14 G 4S N 0�''d C!. f DF 1Xe CONTACT INFORMATION NAME LICENSE # I PHONE # E-MAIL JOSUA R. HOUGH P.E 72289 904-791-4744 joshua.hough@haskell.com� BOBBIE J. WOOD GARY WALO DANIELS. ZVARA P.E. DANIELS. ZVARA P.E. KEVIN VALENT 77885 904-791-4680 bobbie.wood@haskell.com 14430 904-357-4219 gary.walo@haskell.com 78589 904-791-4630 daniel.zvara@haskell.com 78589 904-791-4630 daniel.zvara@haskell.com 67710 904-357-4802 kevin.valent@haskell.com - -- - 8 7 6 5 Ny 4 3 2 1 CI B IG, _ LIFE SAFETY PLAN GENERAL NOTES EXIST EXIST 2'-10" 2'-10" - - - - - - 121' - - - - - - - - Z 7 All [ROUTE [ROUTE 1 D 15' ROUTE 1 C "41 J I / I - I I i C:� I ,v I I _ I -----95'-----w----- 100' -- -- J T ROUTE 1A ROUTE 1 B • THESE DRAWINGS ARE NOT TO BE SCALED. REFER TO DIMENSIONS INDICATED ON DIMENSION PLANS, SHOP DRAWINGS, OR ESTABLISHED FIELD DIMENSIONS. WHERE NO DIMENSIONS OR METHOD OF DETERMINING A LOCATION IS GIVEN, VERIFY WITH ARCHITECT PRIOR TO PROCEEDING. • VERIFY EQUIPMENT REQUIREMENTS FOR ROUGH -IN AND UTILITY CONNECTIONS PRIOR TO CONSTRUCTION TO ASSURE THAT PROPER BLOCKING, OPENINGS, AND UTILITY CONNECTIONS ARE PROVIDED. • IN ALL CONTINUOUS, UNINTERRUPTED GYPSUM BOARD CEILINGS, PROVIDE CONTROL JOINTS AT INTERVALS SPECIFIED (BUT NOT GREATER THAN 30 FEET). VERIFY LOCATIONS WITH ARCHITECT PRIOR TO PROCEEDING. • PROVIDE PROPER SEPARATION BETWEEN ALL DISSIMILAR MATERIALS. • EQUIPMENT SHOWN IN DRAWINGS IS NOT IN CONTRACT AND FURNISHED BY THE OWNER U.O.N. REFER TO OWNER FURNISHED EQUIPMENT BOOK FOR SOME EQUIPMENT THAT REQUIRES UTILITY CONNECTIONS IN CONTRACT. • FURNITURE IS SHOWN I FOR LAYOUT AND COORDINATION PURPOSES. ALL FURNITURE IS PART OF A SEPARATE CONTRACT AND IS FURNISHED BY THE OWNER U.O.N. • COORDINATE PLACEMENT OF FIRE ALARM HORN STROBES WITH ARCHITECT. • PROVIDE ABOVE CEILING STRUCTURAL SUPPORT FOR ALL CEILING -MOUNTED PROCEDURE LIGHTS. COORDINATE WEIGHT AND MOUNTING PLATE REQUIREMENTS W/ STRUCTURAL. • DIMENSIONS IN PLANS ARE TYPICALLY SHOWN TO: A. COLUMN CENTERLINES. B. FACE OF UNIT MASONRY OR CONCRETE. C. FACE OF FRAMING WALLS. D. FACE OF INTERIOR PARTITIONS (FACE OF CMU, IMP, MTL PANEL, STUD) NOTE: WALL WITH APPLIED FINISHES ARE DIMENSIONED TO REFERENCES ABOVE U.O.N. • DIMENSIONS IN ELEVATIONS/ SECTIONS ARE TYPICALLY SHOWN TO: A. TOP OF STEEL B. TOP OF TILT -UP/ CAST -IN -PLACE CONCRETE, UNIT MASONRY, C. FLOOR SLAB/ LEVEL FLOOR. D. APPROXIMATE ROOF FINISHED ELEVATION OPENINGS IN CONCRETE WALLS AND FLOOR SLABS ARE DIMENSIONED IN STRUCTURAL DRAWINGS �) GAR - -- - 1 >yT h�v B PERMIT ISSUE �v ti A OWNER REVIEW REG.NO. 14430 REV. REVISION DESCRIPTION DRN. REV. DATE REV. REVISION DESCRIPTION 8 7 G-001 - LIFE SAFETY-PJ AN-CQDE ANALYSIS 2.pjf I5:I4: I2 no //20LO.IR r. L LIFE SAFETY ANALYSIS THE ZEPHYRHILLS SPRING WAILR IACII-IIY SHAII BF DFSIGNFD AND CONSIRCJCIFD IN ACCORDANCE WITH FHE FOLLOWING CODES AND ORDINANCES: 1. FLORIDA BUILDING CODE 2014 EDITION WITH 1998 REVISIONS 2. FLORIDA MECHANICAL CODE 2014 EDITION 3. FLORIDA FIRE CODE 2014 EDIIION 4. FLORIDA PLUMBING CODE 2014 EDITION 5. NATIONAL ELECTRIC CODE (NEC) 2011 EDITION 6. NATIONAL FIRE PROTECTION ASSOCIAIION (NI -PA) IIFF AND SAFETY 101 2014 FDIIION 7. FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION (FAC) 2015 EDITION GENERAL DESIGN CRITERIA 1. THE PROJECT SC OPF FNTAII S THE REMOVAL OF 5,025 SF OF FNC I OSFD SPACE TO ALLOW THE ADDI T ION OF THREE NEW TRUCK DOCKS AND PAVEMENT AREA FOR THE TRUCKS. 2. THE WAREHOUSE IS EQUIPPED WITH AN EMERGENCY SYSTEM FAST RESPONSE (ESFR) FIRE SPRINKLER SYSTEM. - NO IN RACK SPRINKI FRS WILL BE PROVIDED. 3. INTERIOR ACCESS CORRIDORS ARF NOT FIRE RATED (SBC (ABLE /04.2.4) (NI PA 42.8.3.6), 4. THE BUILDING IS PROVIDED WI I I I A FIRE AI ARM SYSTEM IN AC C ORDANC F WI I I I NFPA 72. THE SYSTEM SHALL BE MANUALLY OPERATED, NON -CODED, SUPERVISED ELECTRICAL IMPULSE SYSFEM WITH BOTH AUDIBLE AND VISUAI AIARM DEVICES. MODIFICATIONS 10 IHF EXISIING IIRF PROTECTION SYSTEM WILL BE LATER VIA A D/R FIRE PROIFCIION COMPANY AND A LICENSED FLORIDA F.P.F. 5. PORTABI F FIRF EXTINGUISHERS WILL BE PROVIDED IIIROUGI TOUT THE WAREHOUSE AS REQUIRED PER NFPA 10 & FLORIDA IIRF PRFVFNTION CODE. 6. STORAGE WILL BE HICH-PILED COMRUSIIBI F STORAGE; PACKED PILLS OVER 15' OR RACKS OVLR 12' 7. CLASS II COMMODITY PRODUC I . 8. INTERIOR FINISH C LASSIE ICAFION: C I ASS C. GROSS BUILDING AREA NLW Fi Illl DING AREA 104,360 SF WARLHOUSF FXI STING BUILDING AREA 565,027 SF PLAN I & WARE I IOUSF WARLHOUSL MODS. -5,025 562,002 Sf IOTAI OCCUPANCY CLASSIFICATION PRINC IPAI IN I F NDF D OCCUPANCY - CROUP F (FAC I ORY INDUSTRIAL) (EXISTING BUILDING) ACCESSORY OCCUPANCY - CROUP S1 (MODFRAIF IIA7ARD STORAGE) (EXISTING WAREHOUSE) OCCUPANT LOAD (ADDIIION) BUSINLSS ARLAS (SHIPPING 01 1 ICI) 100 CROSS SF/OCCUPANI FAC I ORY (WAIFR PROC FSSING) 100 GROSS Sl /OC C UPANT STORAGE (WAREHOUSE) 500 GROSS SF/OCCIJI'ANI BUILDING CONSTRUCTION TYPE TYPF IIR, IJNPROTFCTFD AREA CALCULAIIONS UNLIMITED AREA I BC 507 60' PF RMANFN I OPF N SPAC F PROVIDE=D. APPROVED AUTOMATIC SPRINKLER SYSIFM IN ACCORDANCE WITH 90-1 5.1-1 PROVIDED. HICH-PILED COMRUSFIRLE SIORAGF Will BF PROTFCTFD IN ACCORDANCF WITH CHAPTER 20 OF I HL F I ORIDA IIRF PRI VFNTION CODE. ALLOWABLE HEIGHT 55' I'LR IAHLL 50.5 AC IUAI I FIGI IT: 40'-0" TYPE IIB UNPRO I LC I F D C ONS I RUC HON RF0UIRFMFNTS STRUCTURAL ELEMENT INIERIOR BFARING WAI IS) SUPPORTING COLUMNS, OIHER REARING WALLS IIRF RFSVSOANC: RATING IN HOURS SUPPORTING ROOFS ONLY NC INTERIOR NONREARING WAI IS ANY PERMITTED BY IHIS CODE COLUMNS (0) SUPPORTING OFHER COLUMNS OR SUPPORTING ROOFS ONLY NC B FAMS, GIRDERS I RUSSES & ARC I IFS SUPPORTING COLUMNS OR SUPPOR I ING ROOFS ONLY NC FLOORS & FLOOR/CEILING (N/0) ASSFMRI IFS NC ROOFS & ROOF/C EILINC ASSEMR I IF S NC (E) FXTFRIOR BEARING WALLS AND GARIF FNDS OF ROOF (C. I, J) I IORI/ONTAI S1 PARAIION (DISTANCE FROM COMMON PROPERTY LINE OR ASSUMED PROPFRIY IINF). OVER 20 FT NC (NI ) F X I F RIOR NONB FARING WALLS AND CABLE ENDS 01 RO01 (G, I, J) HORIZONTAL SEPARAl10N (DISIANCE FROM COMMON PROPERTY LINE OR ASSUMED PROPERTY LINF). OVER 20 FI (K) NC (NI NC - NON-COMRUSIIBI F NL NO LIMITS ALL EXTERIOR REARING AND NONR FARING WAI I S ARF GREATER THAN .50' 1 ROM A RFAI OR ASSUMED PROPERTY LINE. TRAVEL DISTANCE SCHEDULE -1ST LEVEL ROUTE MAX.TRAVEL MARK OCCUPANCY TYPE DISTANCE SPRINKLER TRAVEL DISTANCE ROUTE 1A LOW -HAZARD FACTORY GROUP F-2 250' Yes 232' - 9" ROUTE 1 B LOW -HAZARD FACTORY GROUP F-2 250' Yes 244' - 3" ROUTE 1 C LOW -HAZARD FACTORY GROUP F-2 400' Yes 121' - 4" ROUTE 1 D LOW -HAZARD FACTORY GROUP F-2 250' Yes 48' - 0" - 4�HASKELL TheiverslHaskell Company 1 I I Riverslde Avenue 2/21 /2018 Jacksonville. Florida 50 02 Phone N (904) 791-4500 2/14/2018 _ DRAWN: DESIGN FIRM DRN. REV DATE CnNTPOI Nn 3401007 EXIT DESIGN CRITERIA 1. IRAVFI DISFANCF TO EXITS DOES N01 LXCIII) 25O F1. (FBC IABIF 1015) (NOTE: NFPA 101 ALLOWS 400 It TRAVEL DISTANCE WITH APPROVED AU I OMATIC SPRINKLER SYSTEM (NFPA 42.2.6.2 F_XC EP I ION). 2. IIOR17ONTAL EXII IS BF. USED BFIWFFN FXISTINC WARFIIOUSF AND EXISIING WAIFR PROCI SSING AGI MAINTAIN 250 FT TRAVEL DISIANCES. IIIF IIORI/ONIAI EXII IS A 2 IIR WALL WITH 1 112 FIR OPF NINGS 3. EGRESS CAPAC I IY DF SIGN IN ACCORDANCE WITH FB C TABLE 1005.1 EGRESS WIDTH PER PF RSON SF RVFD (LEVEL, RAMPS, DOORS AND CORRIDORS - .20"). 4. FGRFSS RI QUIRFMFNTS: NFW: WAREHOUSE (SIORAGF) 164,360 SF/500 SF PER OCCUPANT - 329 OCCUPANIS ( CALCULAIFD) EXISTING: WATER PROCESSING PLANI AND WARFIIOUSF 2,28/ OCCUPANTS IN TIIF FXISTINC FACILITY (CALCULAILD PER PRLVIOUS PLRMII) EXISTING NUMBER OF EXITS: SHIPPING OFF IC L - 2 EXII S WARLHOI.ISL - 18 F-XI I S FXISTINC WAFER PROCESSING PIANT 10 EXITS IOIAI FXITS: 30 LGRESS CAPACITY: EXISIING EACIIIIY SHIPPING OFFICE - 2 DOORS x ,52" = 64" 160 OC C UPAN I S PFR DOOR (32"/.2) x 2 DOORS - 320 OC C CJPAN T S WARFIIOUSE - 12 DOORS x 52" = 480" 160 OCCUPANTS PFR DOOR (32" /.2) x 12 DOORS - 1,920 OC C I JPAN I'., WATER PROCESSING PLANT - 10 DOORS x :52" = .552" 160 OC C UPAN I S PFR DOOR (32"/.2) x 10 DOORS - 1.600 OC C CJPAN I S WARE I IOUSF - 2 DOORS x 32" = 96" 160 OC C UPAN I S PFR DOOR (32"/.2) x 2 DOORS 320 OC C UPAN I S NFW 160 OCCUPANTS PER DOOR (32"/.2) x 4 DOORS - 640 OCCUPANTS LIFE SAFETY LEGEND a° FIRE EXTINGUISHER CABINF I I -L FIRE EX I INGUISHF R 0 0--- GROUND FLOOR - PATH OF I RAVEL 10 EXIT W/DISIANC F IND C_ 450LF y EXIT OR EXII DISCHARGF POINT & # OF PERSONS SERVED 2 HOUR F IRE WAI_I_ 1 HOUR FIRE WAII SF WAI_I IYPF SCHEDULE FOR OFSC RIPTION 68" GROUND FLOOR EXIT DISCHARGE WI I I i IRAVFI.. DISTANCE, 1 0/ OC C CJPAN I LOAD & CLEAR WIDTH OF FXIT NOTED EXISTING TOILET FIXTURE COUNT GENDER WATER CLOSET I IAVAIORY URINAI DRINKING FOUNTAINS SINK MEN 5 ES 2 WOMEN 4 - TOTAI 0 ll) 2 1 NOTE 1.) AN OWNER PROVIDLD WAIFR COOT I R IS SUBSTITUTED FOR THE REQUIRED DRINKING FOUNIAIN. LINE - 5 ARCHITECTURAL ZEPHYRHILLS NATURAL SPRING WATER LIFE SAFETY PLAN, CODE ANALYSIS ZEPHYRHILLS, FLORIDA The Information contained on this document is the sole property of NWNA SIZE SHEET NO. R[-v No and may not be copied or disclosed to others unless authorized by NWNA. DATE: D.M.: SCALE: D G-oo 1 6 5 4 3 2 1 ID IC r IN 8 SHTwot SHEET NAME 00 - GENERAL G-000 CCOVER SHEET G-601 LIFE SAFETY PLAN, CODE ANALYSIS G-002 DRAWING INDEX 00 - GENERAL: 3 01 CIVIL C-001 COVER SHEET D C-002 GENERAL NOTES _ C-003 OVERALL SITE PLAN C-101 EXISTING CONDITION_ S PLAN C-111 NORTH DEMOLITION PLAN C-121 NORTH GEOMETRY PLAN C-122 SOUTH GEOMETRY PLAN �C-131 UTILITY PLAN C-141 NORTH GRADING & DRAINAGE PLAN C-161 EROSION & SEDIMENT CONTROL PLAN C-170 IMPERVIOUS SUMMARY PLAN C-520 GEOMETRY DETAILS C-521 GEOMETRY DETAILS C-530 UTILITY DETAILS C-540 GRADING & DRAINAGE DETAILS _ L-121 LANDSCAPE PLAN L-520 LANDSCAPE DETAILS 01 - CIVIL: 17 I 03-STRUCTURAL _ S-001 GENERAL NOTES S-002 MATERIAL NOTES S-105 ROOF FRAMING DEMO PLAN S-111_ FOUNDATION & SLAB PLAN S-112 SILO FOUNDATION PLAN S-120 ROOF FRAMING PLAN S-201 PANEL ELEVATION rs-501 FOUNDATION DETAILS S-521 ROOF FRAMING DETAILS k�_S-53.1 TILT UP PANEL DETAILS - STRUCTURAL: 10 04 - ARCHITECTURAL F_ D-111 DEMOLITION 1ST FLOOR PLAN_- AREA A A-110 OVERALL FLOOR PLAN _ rA-111 PARTIAL FLOOR PLAN - AREA A & C A-201 OVERALL BUILDING ELEVATIONS A-301 WALL SECTIONS ENLARGED DOCK AREA �A-111 A-500 DETAILS A-501 DETAILS _ A-600 DOOR SCHEDULE & DETAILS 04 - ARCHITECTURAL: 9 B 07 - PLUMBING 4401 LEGEND, ABBREVIATIONS, & NOTES r-110 OVERALL FLOOR PLAN [P-111 ENLARGED FLOOR PLAN - DRAINAGE P-121 ENLARGED FLOOR PLAN - UTILITIES �P-501 DETAILS P-601 SCHEDULES P-701 RISER DIAGRAMS 07 - PLUMBING: 7 10 - MECHANICAL M-001 I HVAC SYMBOLS & ABBREVIATIONS i A REV DATE - B 2/21 /2018 B 2/21 /2018 B 2/21 /2018 A 2/14/2018 A 2/14/2018 A 2/14/2018 A 2/14/2018 A A 2/14/2018 2/14/2018 2/14/2018 2/14/2018 A A A A 2/14/2018 2/14/2018 A 2/14/2018 A 1 2/14/2018 A A 2/14/2018 2/14/2018 A 2/14/2018 2/14/2018 2/14/2018 A A B 1 2/21 /2018 - - B B 2/21 /2018 2/21 /2018 B 2/21 /2018 B B 2/21 /2018 2/21 /2018 2/21 /2018 B M-110 OVERALL HVAC FLOOR PLAN j M-111 ENLARGED HVAC FLOOR PLAN M-601 ~HVAC DETAILS, SCHEDULES & CONTROLS 10 - MECHANICAL: 4 11 - ELECTRICAL E-001 LEGEND IFE-002 NOTES E-003 SCHEDULES A E-100 SITE PLAN j ED111 DEMOLITION PLAN CEL111 j LIGHTING PLAN EP111 "POWER PLAN B 1 2/21 /2018 B 2/21 /2018 B 2/21 /2018 B 1 2/21 /2018 B 2/21 /2018 - B 2/21 /2018 B 2/21 /2018 B 2/21 /2018 B 2/21 /2018 B 2/21 /2018 B 2/21 /2018 B 2/21 /2018 B 02/21/18 B 02/21/18 B 02/21/18 B 02/21/18 B 02/21/18 B 02/21/18 B 02/21/18 B 02/21/18 B 02/21/18 B 02/21/18 B 02/21/18 A 02/21/18 A 02/21/18 _ A 02/21/18 A 02/21/18 A 02/21/18 A 02/21/18 A 02/21/18 GA LtD AR61 � ► luj`� REG.NO. 14430 REV. 6 SHT No SHEET NAME E-501 ELECTRICAL DETAILS _ E-502 ELECTRICAL DETAILS E-601 POWER RISER DIAGRAM E-602 MECHANICAL EQUIPMENT CONNECTION_ SCHEDULE E-603 PANEL SCHEDULES 11- ELECTRICAL: 12 Grand total: 62 _ View Name 1 SIM A101 REVISION DESCRIPTION 02-- DRAWING LNDEX. df 15:�709 20-1-8 - - 6 0 p 0 2��8-f 5 4 3 2 1 -REV DATE SAFETY ALERT/ PRECAUTION SYSTEM GENERAL A 02/21/18 A 02/21/18 THE DRAWINGS FOR THIS PROJECT CONTAIN SAFETY ITEMS TO PROMOTE AWARENESS OF SAFETY ON THE JOB SITE. THE DRAWINGS CONTAIN SAFETY ALERT A 02/21/18 NOTES AND A SYMBOL TO IDENTIFY GENERAL LOCATIONS WHICH MAY BE SAFETY HAZARDS. THE SAFETY ALERT SYSTEM IS PROVIDED FOR INFORMATIONAL A 02/21/18 PURPOSES ONLY, AND IS NOT INTENDED TO ENCOMPASS ALL POTENTIAL SAFETY CONCERNS INHERENT IN THE PROSECUTION OF THE WORK. A 02/21/18 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. DRAWING SYMBOLS LEGEND DRAWING TITLE / NAME/ DESCRIPTION 0 0 DRAWING SCALE - DRAWING NUMBER ON SHEET NAME ELEVATION DETAIL DRAWING TITLE / NAME Room name I 1w:] XXX DRAWING SCALE CA—) DETAIL FUNCTION / LOCATION/ DESCRIPTION 1t DETAIL DRAWING NUMBER ON SHEET EXXI BUILDING ELEVATION DRAWING NUMBER REFERENCE C�) BUILDING ELEVATION SHEETS .. REFERENCE INTERIOR ELEVATION DRAWING If NUMBER REFERENCE j 1 i1 INTERIOR ELEVATION SHEET REFERENCE r� - BUILDING SECTION DRAWING NUMBER-`� REFERENCE Add comments or notes here BUILDING SECTION SHEET REFERENCE WALL SECTION DRAWING NUMBER REFERENCE WALL SECTION SHEET REFERENCE DRAWING NUMBER REFERENCE DRAWING SHEET REFERENCE DRAWING NUMBER REFERENCE - DRAWING SHEET REFERENCE COLUMN GRID WALL GRID ELEVATION TARGET ROOM NAME ROOM NUMBER 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 GENERAL ITEM TYPE SAFETY ALERT SYMBOL NORTH SYMBOL DEMOLITION NOTES NEW / ADDITION NOTES 101 (Occupancy Load Served Pe Door Egress Width) Egress Clear idth B PERMIT ISSUE A OWNER REVIEW DRN. REV. DATE REV. REVISION DESCRIPTION SLIPS/FALLS • 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. • TAKE PRECAUTIONS AND DE -ENERGIZE OVERHEAD POWER LINES PRIOR TO BEGINNING ANY CRANE WORK IN CLOSE PROXIMITY OF OVERHEAD POWER LINES. s 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. �Q Q SECURE ALL LADDERS AND EXTEND A MINIMUM OF 36-INCHES ABOVE THE DECK ELEVATION TO BE ACCESSED STRUCK 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. • 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 o ASPHYXIATION - CONFINED SPACE DO NOT ALLOW EXTENDED OCCUPANCY OF TANKS, PITS, VAULTS, AND SIMILAR LIMITED ACCESS LOCATIONS. USE SPECIAL PRECAUTIONS FOR CONFINED SPACE LOCATIONS, WHICH MAY INCLUDE APERMIT-SPACE SYSTEM AND AIR MONITORING. DEMOLITION HAZARD s UTILIZE CONTROLLED ACCESS ZONES (CAZ) FOR ALL DEMOLITION WORK TO PREVENT UNAUTHORIZED PERSONNEL FROM ENTERING THE AREA. STRUCK BY - STEEL ERECTION • 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 DROWNING HAZARD g • 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. LINE - 5 ARCHITECTURAL -- 4JI HASKELL IhleRHaskell v rsdeA en�aY .ksonville,Florida32202 Phone # (904, 791-4500 DRAWN: DESIGN FIRM CONTROLNO.: 340�007 4'i'I - I- i I -J I; i I 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: D.M.: SCALE: DRAWING INDEX SIZE SHEET NO. REV. NO. D G-002 2/21/2018 DIRK 2/14/2018 REV. DATE 4 3 2 1 1W C 0 IN C N UA GENERAL CIVIL ENGINEERING LEGEND EXISTING PROPOSED DESCRIPTION — — PROPERTY LINE - — — RIGHT-OF-WAY LINE — CENTERLINE - - - SECTION,TOWNSHIP,RANGE LINE - x x x FENCE _.-------_- --- RETAINING WALL '----1-----�7a 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 C25.50±EX 25.50 SPOT ELEVATIONS 25 25 CONTOURS — SA SANI IARY SEWER STORM SEWER W W DOMESTIC WATER - F F FIRE MAIN UG UG GAS MAIN - FM — FM SANITARY SEWER FORCE MAIN E E UNDERGROUND FI FCTRIC -- — OH — OH OVERHEAD ELECTRIC — UT UT UNDERGROUND TELEPHONE OT — — OT OVERHEAD TELEPHONE - LID — UD UNDERDRAIN FIRE HYDRANT DOUBLE CHECK VALVE ASSEMBLY r---I E� RP RED.PRESSURE BACKFLOW PRFVENTER F HV F POST INDICATOR VALVE VALVE 104 SECTIONAL CONTR01_ VALVE N7 SPRINKLER RISER WATER METER rm, PHONE/POWER POLE �— INLET -- Q FLARED END MITERED END FLUME —� ENDWALLS 1-0� mQ i� UTILITY POLE �-+ SINGLE LIGHT STANDARD (LIGHT POLE) DOUBLE LIGHT STANDARD (LIGHT POLE) }-� POLE MOUNTED SECURITY CAMERA 0 TRANSFORMER O O VAULTS o • STORM SEWER MANHOLE -- v SANITARY SEWER MANHOLE CLEAN OUT - ELECTRICAL MANHOLE ST 1 Si-1 DRAINAGE STRUCTURE LABEL S 1 s-1 SANITARY SEWER STRUCTURE LABEL © B-12 SOIL BORING DETAIL REFERENCE GENERAL NOTES 1. "PRIOR TO THE START OF CONSTRUCTION THE CONTRACTOR SHALL INSTALL (AND MAINTAIN DURING CONSTRUCTION) ALL SEDIMENT CONTROL MEASURES AS NECESSARY TO RETAIN SEDIMENTS ON THE SITE." 2. "CONTRACTOR SHALL MAINTAIN RECORD DRAWINGS DURING CONSTRUCTION WHICH SHOW "AS -BUILT" CONDITIONS OF ALL WORK INCLUDING PIPING, DRAINAGE STRUCTURES, TOPO OF POND(S), OUTLET STRUCTURES, DIMENSIONS, ELEVATIONS, GRADING, ETC. RECORD DRAWINGS SHALL BE PROVIDED TO THE ENGINEER OF RECORD PRIOR TO REQUESTING FINAL INSPECTION." B CIVIL PERMIT ISSUE REV. REVISION DESCRIPTION 8 J R H 02/15/2018 DRN. REV. DATE I REV. 7 CIVIL ENGINEERING PLANS NWNA BUILDING REVISION AND SITE IMPROVEMENTS ZEPHYRHILLS. FL A. I a�"'-"M.,m°:.: 7 _ CIVIL PERMIT -ISSUE FEBRUARY 15,2018 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 21 0070 07400 0000 OWNER NAME: NESTLE WATERS NORTH AMERICA, INC INTENDED USE: INDUSTRIAL PO BOX 120029 STAMFORD, CT 06912-0029 ZONING: LI (LIGHT INDUSTRIAL) ENGINEER: HASKELL ARCHITECTS AND ENGINEERS, P.A. JOSHUA R. HOUGH, P.E. FINISHED FLOOR ELEV.: 84.67 FLORIDA P.E. # 72289 111 RIVERSIDE AVENUE JACKSONVILLE, FLORIDA 32202 TOTAL SITE AREA: 45.79 AC (904)791-4744 DISTURBED AREA: 0.45 AC REVISION DESCRIPTION DRN. I REV. DATE I REV. REVISION DESCRIPTION 6 5 40$� HASKELL The Haskell Company I I Riverside Avenue Jacksonville, Florida 32202 Phone # (904) 791-4500 DRN. I REV. DATE CSIGN FIRM 3401007 4 M 11t I I AM LRI U1 CORPORATE ENGINEERING OFFICE 1322 CRFSTSIDE DRIVE, SUITE 100 COPPELL, TEXAS 75019 3 Zephy;hiils West Pro -Lawn Garden Center City of Zephyrhill-s Zephyrhilis Nestle Waters NOrTh America 7ephyrt11lis South VICINITY MAP SCALE 1" = 3000' CIVIL SHEET INDEX SHEET NUMBER SHEET TITLE C-001 COVER SHEET C-002 GENERAL NOTES C-003 OVERALL SITE PLAN C-101 EXISTING CONDITIONS PLAN C-111 NORTH DEMOLITION PLAN C-121 NORTH GEOMETRY PLAN C-122 SOUTH GEOMETRY PLAN C-131 UTILITY PLAN C-141 NORTH GRADING & DRAINAGE PLAN C-161 EROSION & SEDIMENT CONTROL PLAN C-170 IMPERVIOUS SUMMARY PLAN C-520 GEOMETRY DETAILS C-521 GEOMETRY DETAILS C-530 UTILITY DETAILS C-540 GRADING & DRAINAGE DETAILS L-121 LANDSCAPE PLAN L-520 LANDSCAPE DETAILS 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 COVERSHEET ZEPHYRHILLS NATURAL SPRING WATER ZEPHYRHILLS, FLORIDA The Inknnatfon oantatNd an thin downent M the soli fapNt I of NWNA six NO.: and may not be oopled or dholwad to othem LmI� au by NWNA DATE o.►t.: vwc D C — 0 01 2 1 Kv. NQ Al C IV 8 I 7 111 11--L11 11 1'', 11 III II 4 3 I 2 1 A, GENERAL NOTES: 1 ALL CONSTRUCTION SHALL BE EXECUTED AS SHOWN ON THESE PLANS. ANY REVISIONS AND/OR DEVIATIONS MUST BE APPROVED THROUGH THE ENGINEER OF RECORD AND MAY RESULT IN ADDITIONAL PERMITTING EFFORTS THROUGH THE RELATED PERMITTING AGENCY THE CONTRACTOR SHALL ACKNOWLEDGE THAT REVISIONS AND/OR DEVIATIONS MAY RESULT IN ADDITIONAL PERMITTING REQUIREMENTS AND POSSIBLY AFFECT SCHEDULING OF WORK 2, UNLESS OTHERWISE NOTED ON PLANS, OR WITHIN THE PROJECT SPECIFICATIONS, ALL MATERIALS AND CONSTRUCTION ARE TO BE IN ACCORDANCE WITH DESIGN AND CONSTRUCTION STANDARDS OF THE PERMITTING AGENCY HAVING JURISDICTION, THE LOCALLY ADOPTED BUILDING CODE, AND ALL APPLICABLE LOCAL AND STATE CODES AND ORDINANCES 3 PERMITS MAY BE REQUIRED FOR ANY WORK IN THE PUBLIC RIGHT-OF-WAY THE CONTRACTOR IS TO ACKNOWLEDGE AND SECURE ALL PERMITS AND INSPECTIONS REQUIRED FOR WORK WITHIN PUBLIC RIGHT-OF-WAY. 4 BOUNDARY & TOPOGRAPHIC INFORMATION SHOWN HEREIN ARE BASED UPON SURVEY PROVIDED BY A PROFESSIONAL LAND SURVEYOR. 5 THIS PARCEL OF LAND MAY BE SUBJECT TO ANY AND ALL RECORDED (AND POSSIBLY UNRECORDED) EASEMENTS, RESTRICTIONS AND COVENANTS. 6. PRIOR TO COMMENCEMENT OF WORK, THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES FOR VERIFICATION OF UTILITIES WITHIN THE LIMITS OF CONSTRUCTION CALL AREA ONE CALL SYSTEM 48 HOURS PRIOR TO ANY EXCAVATION 7 THE CONTRACTOR IS TO VERIFY ALL DIMENSIONS PRIOR TO THE START OF CONSTRUCTION ANY DISCREPANCIES SHALL BE REPORTED TO THE ENGINEER IN A TIMELY MANNER 8. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO PROTECT EXISTING PERMANENT SURVEYING MONUMENTS AND BENCHMARKS FROM DISTURBANCE SURVEY MONUMENTS DISTURBED BY CONSTRUCTION ARE TO BE REPLACED AND ADJUSTED VIA A LAND SURVEYOR REGISTERED IN THE STATE FOR WHICH THE PROJECT IS LOCATED 9. THE CONTRACTOR SHALL COORDINATE WORK EFFORTS WITH THE OWNER TO MINIMIZE TRAFFIC INTERFERENCE AND OPERATIONS OF THE FACILITIES. 10 NO BLASTING OR BURNING IS ALLOWED ON THE PROJECT, UNLESS OTHERWISE NOTED OR DIRECTED BY THE ENGINEER 11, IT IS NOT EXPECTED THAT HAZARDOUS MATERIALS WILL BE ENCOUNTERED HOWEVER, IF MATERIALS SUSPECTED OF CONTAINING HAZARDOUS MATERIALS ARE ENCOUNTERED, DO NOT DISTURB, IMMEDIATELY NOTIFY ENGINEER AND OWNER HAZARDOUS MATERIALS WILL BE REMOVED BY OWNER UNDER A SEPARATE CONTRACT GEOTECHNICAL EXPLORATION: 1 GEOTECHNICAL EXPLORATION OF EXISTING CONDITIONS IN THE GENERAL AREA OF THE SITE HAS BEEN PERFORMED AND REPORTS OF THE FINDINGS AND RECOMMENDATIONS ARE AVAILABLE UPON REQUEST FOR THE CONTRACTOR'S INFORMATION ONLY. 2 IT IS EXPRESSLY UNDERvTOOD THAT THE OWNER, ARCHITECT/ENGINEER AND THE RESPECTIVE GEOTECHNICAL FIRM(S) WILL NOT BE RESPONSIBLE FOR ANY INTERPRETATION OR CONCLUSION DRAWN THEREFROM. a INVESTIGATIONS HAVE BEEN MADE FOR PURPOSES OF DESIGN ONLY AND NEITHER THE OWNER, ENGINEER, NOR THE RESPECTIVE GEOTECHNICAL FIRM(S) GUARANTEE ADEQUACY OF DATA, OR THAT DATA ARE REPRESENTATIVE OF ALL CONDITIONS TO BE ENCOUNTERED. REGULATORY STANDARDS AND REQUIREMENTS: C 1 COMPLY WITH GOVERNING EPA NOTIFICATION REGULATIONS BEFORE BEGINNING DEMOLITION 2 COMPLY WITH HAULING AND DISPOSAL REGULATIONS OF AUTHORITIES HAVING JURISDICTION 3. COMPLY WITH ANSI A10.6, "SAFETY REQUIREMENTS FOR CONSTRUCTION AND DEMOLITION." 4 COMPLY WITH NFPA 241, "SAFEGUARDING CONSTRUCTION, ALTERATION AND DEMOLITION OPERATIONS" 0 0 DEMOLITION AND CLEARING: 1 DEMOLITION AND CLEARING OPERATIONS SHALL CONFORM TO APPLICABLE REGULATIONS RELATING TO ENVIRONMENTAL REQUIREMENTS, DISPOSAL OF DEBRIS, BURNING DEBRIS ON SITE, AND USE OF HERBICIDES. 2 DEMOLITION WASTE SHALL BE DISPOSED OF IN A LEGAL MANNER. REMOVE DEMOLITION WASTE MATERIALS FROM PROJECT SITE AND DISPOSE OF WASTE IN AN EPA -APPROVED LANDFILL ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION DO NOT BURY OR BURN DEMOLITION WASTE ON -SITE 3. HISTORIC ITEMS, RELICS, ANTIQUES, AND SIMILAR OBJECTS, INCLUDING, BUT NOT LIMITED TO CORNERSTONES AND THEIR CONTENTS, COMMEMORATIVE PLAQUES AND TABLETS, AND OTHER ITEMS OF INTEREST OR VALUE TO OWNER THAT MAY BE UNCOVERED DURING DEMOLITION REMAIN THE PROPERTY OF THE OWNER. 4 ARRANGE DEMOLITION SCHEDULE SO AS NOT TO INTERFERE WITH OWNER'S ON -SITE OPERATIONS OR OPERATIONS OF ADJACENT OCCUPIED BUILDINGS PROVIDE NOT LESS THAN 72 HOURS NOTICE OF ACTIVITIES THAT WILL AFFECT OPERATIONS OF ADJACENT OCCUPIED BUILDINGS 5 CONDUCT BUILDING DEMOLITION AND DEBRIS -REMOVAL OPERATIONS TO ENSURE MINIMUM INTERFERENCE WITH ROADS, STREETS, WALKWAYS, AND OTHER ADJACENT OCCUPIED AND USED FACILITIES. DO NOT CLOSE OR OBSTRUCT STREETS, WALKS, WALKWAYS, OR OTHER ADJACENT OCCUPIED OR USED FACILITIES WITHOUT PERMISSION FROM OWNER AND AUTHORITIES HAVING JURISDICTION. 6. AUTHORITY FOR PERFORMING SITE CLEARING INDICATED ON PROPERTY ADJOINING OWNER'S PROPERTY MUST BE OBTAINED BY OWNER PRIOR TO COMMENCEMENT OF CLEARING DO NOT PROCEED WITH WORK ON ADJOINING PROPERTY UNTIL DIRECTED BY ENGINEER. 7, PRIOR TO COMMENCEMENT OF DEMOLITION OPERATIONS a. VERIFY THAT HAZARDOUS MATERIALS, IF PRESENT, HAVE BEEN REMEDIATED b. REVIEW PROJECT RECORD DRAWINGS OF EXISTING BUILDING AND EXISTING SITE IMPROVEMENTS. c. INVENTORY AND RECORD THE CONDITION OF ITEMS TO BE REMOVED AND SALVAGED TAKE DIGITAL PHOTOGRAPHS OR VIDEO OF PROJECT SITE AND SURROUNDING PROPERTIES, INCLUDING EXISTING ITEMS TO REMAIN DURING CONSTRUCTION OPERATIONS. RECORD CONDITIONS THAT MIGHT BE MISCONSTRUED AS DAMAGE CAUSED BY SALVAGE OPERATIONS d. CLEAN, PACK, IDENTIFY, AND TRANSPORT SALVAGED ITEMS TO STORAGE AREA DESIGNATED BY OWNER e. REMOVE REFRIGERANT FROM MECHANICAL EQUIPMENT ACCORDING TO 40 CFR 82 AND REGULATIONS OF AUTHORITIES HAVING JURISDICTION. If COORDINATE ANY ADDITIONAL REQUIREMENTS FOR DEMOLISHING OR RELOCATING SITE MECHANICAL AND ELECTRICAL ITEMS WITH OWNER AND OTHER AUTHORITIES HAVING JURISDICTION. g. ASSURE THAT ANY REQUIRED INITIAL EROSION AND SEDIMENT CONTROL MEASURES ARE INSTALLED AND IN WORKING ORDER. h. LOCATE, IDENTIFY, DISCONNECT, AND SEAL OR CAP -OFF EXISTING UTILITIES SERVING BUILDINGS AND STRUCTURES TO BE DEMOLISHED CUT AND REMO\ E PIPE OR CONDUIT A MINIMUM OF 24 INCHES BELOW GRADE CAP, VALVE, OR PLUG AND SEAL REMAINING PORTION OF PIPE OR CONDUIT i. DO NOT START DEMOLITION WORK UNTIL UTILITY DISCONNECTION AND SEALING HAVE BEEN COMPLETED AND VERIFIED IN WRITING 8 PRIOR TO COMMENCEMENT OF SITE CLEARING OPERATIONS, VERIFY THE FOLLOWING a. TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE IN PLACE AND IN WORKING ORDER b UTILITY LOCATOR SERVICE HAS DETERMINED AND FLAGGED THE LOCATION OF UNDERGROUND UTILITIES c. EXISTING SITE IMPROVEMENTS AND UTILITIES TO REMAIN HAVE BEEN PROTECTED d BENCHMARKS AND SURVEY CONTROL POINTS HAVE BEEN PROTECTED FROM DISTURBANCE e. TREES AND VEGETATION TO REMAIN (OR TO BE RELOCATED) HAVE BEEN LOCATED AND CLEARLY FLAGGED IN ACCORDANCE WITH "TREE PROTECTION AND TRIMMING" REQUIREMENTS. 9. COORDINATE UTILITY DEMOLITION AND ABANDONMENT WITH UTILITY COMPANY OR AUTHORITY HAVING JURISDICTION. 10 IN THE EVENT BUILDINGS IMMEDIATELY ADJACENT TO THE DEMOLITION AREA WILL BE OCCUPIED CONDUCT SITE DEMOLITION SO OPERATIONS OF OCCUPIED BUILDINGS WILL NOT BE DISRUPTED. MAINTAIN ACCESS TO AND FROM EXISTING WALKWAYS, EXITS, AND OTHER FACILITIES USED BY OCCUPANTS OF ADJACENT BUILDINGS 11. PROTECT EXISTING FACILITIES AND ADJACENT WALKWAYS, LOADING DOCKS, BUILDING ENTRIES, AND OTHER BUILDING FACILITIES DURING DEMOLITION OPERATIONS MAINTAIN EXITS FROM EXISTING BUILDINGS 12 ERECT TEMPORARY PROTECTION, SUCH AS WALKS, FENCES, RAILLINGS, CANOPIES, AND COVERED PASSAGEWAYS, AS NECESSARY, AND AS REQUIRED BY AUTHORITIES HAVING JURISDICTION REMOVE TEMPORARY BARRIERS AND PROTECTIONS WHERE HAZARDS NO LONGER EXIST. WHERE OPEN EXCAVATIONS OR OTHER HAZARDOUS CONDITIONS REMAIN, LEAVE TEMPORARY BARRIERS AND PROTECTIONS IN PLACE 13 PROTECT EXISTING UTILITIES FROM DAMAGE DURING DEMOLITION OPERATIONS MAINTAIN OPERATION OF UTILITY SERVICES TO REMAIN PROVIDE AT LEAST 72 HOURS NOTICE TO OCCUPANTS OF AFFECTED BUILDINGS IF SHUTDOWN OF SERVICE IS REQUIRED. B CIVIL PERMIT ISSUE REV. REVISION DESCRIPTION 8 JRH 02/15/2018 DRN. I REV. DATE REV. 7 14, IF REMOVAL, RELOCATION, OR ABANDONMENT OF UTILITY SERVICES WILL AFFECT ADJACENT OCCUPIED BUILDINGS, MAINTAIN CONTINUITY OF SERVICE TO ADJACENT BUILDINGS BY PROVIDING TEMPORARY UTILITIES THAT BYPASS BUILDINGS AND STRUCTURES TO BE DEMOLISHED. TEMPORARY BYPASS SERVICES SHALL BE PROVIDED IN ACCORDANCE WITH UTILITY COMPANY OR AUTHORITIES HAVING JURISDICTION 15. UNLESS OTHERWISE INDICATED, DEMOLISH EXISTING FOUNDATION WALLS AND OTHER EXISTING BELOW -GRADE SITE IMPROVEMENTS THAT ARE WITHIN THE FOOTPRINT INDICATED FOR NEW CONSTRUCTION AND EXTENDING 5 FEET OUTSIDE THE FOOTPRINT INDICATED FOR NEW CONSTRUCTION ABANDON EXISTING FOUNDATION WALLS AND OTHER BELOW -GRADE CONSTRUCTION LOCATED OUTSIDE OF THIS AREA. 16 UNLESS OTHERWISE INDICATED, DEMOLISH EXISTING UTILITIES AND BELOW -GRADE UTILITY STRUCTURES THAT ARE WITHIN 5 FEET OUTSIDE THE FOOTPRINT INDICATED FOR NEW CONSTRUCTION. ABANDON EXISTING UTILITIES AND BELOW GRADE UTILITY STRUCTURES LOCATED OUTSIDE OF THIS AREA. 17. TEMPORARY SHORING PROVIDE AND MAINTAIN INTERIOR AND EXTERIOR SHORING, BRACING, OR STRUCTURAL SUPPORT TO PRESERVE STABILITY AND PREVENT UNEXPECTED MOVEMENT OR COLLAPSE OF EXISTING IMPROVEMENTS BEING DEMOLISHED ALL SHORING OPERATIONS SHALL BE DESIGNED BY A LICENSED PROFESSIONAL AND INSTALLED PER O.S H A. REQUIREMENTS. 18. DEMOLITION OF STRUCTURAL FRAMING MEMBERS SHALL PROCEED SYSTEMATICALLY, FROM HIGHER TO LOWER LEVEL. COMPLETE BUILDING DEMOLITION OPERATIONS ABOVE EACH FLOOR OR TIER BEFORE DISTURBING SUPPORTING MEMBERS ON THE NEXT LOWER LEVEL REMOVE DEBRIS FROM ELEVATED PORTIONS OF THE BUILDING BY CHUTE, HOIST, OR OTHER DEVICE THAT WILL CONVEY DEBRIS TO GRADE LEVEL IN A CONTROLLED DESCENT. 19 CLEAN ADJACENT STRUCTURES AND IMPROVEMENTS OF DUST, DIRT, AND DEBRIS CAUSED BY BUILDING DEMOLITION OPERATIONS. RETURN ADJACENT AREAS TO CONDITION EXISTING BEFORE BUILDING DEMOLITION OPERATIONS BEGAN. 20. CLEARING AND GRUBBING. a. REMOVE OBSTRUCTIONS, TREES, SHRUBS, GRASS, AND OTHER VEGETATION TO PERMIT INSTALLATION OF NEW CONSTRUCTION. DO NOT REMOVE TREES, SHRUBS, AND OTHER VEGETATION INDICATED TO REMAIN OR TO BE RELOCATED. b- CUT MINOR ROOTS AND BRANCHES OF TREES INDICATED TO REMAIN IN A CLEAN AND CAREFUL MANNER AND ONLY WHERE SUCH ROOTS AND BRANCHES OBSTRUCT INSTALLATION OF NEW CONSTRUCTION. c, CLEAR UNDERGROWTH AND DEADWOOD WITHOUT DISTURBING SUBSOIL. d GRIND STUMPS AND REMOVE ROOTS, OBSTRUCTIONS, AND DEBRIS EXTENDING TO A DEPTH BELOW EXPOSED SUBGRADE AS FOLLOWS. 1. FOOTINGS, SLABS ON GRADE AND BOTTOM SLABS OF STRUCTURES. 36 INCHES 2. ROADS AND PAVEMENT AREAS: 18 INCHES. 3. AREAS TO BE GRASSED OR LANDSCAPED. 8 INCHES. 4. AREAS TO BE FILLED: 12 INCHES. e. USE ONLY HAND METHODS FOR GRUBBING WITHIN TREE PROTECTION ZONES If. CHIP REMOVED TREE BRANCHES AND DISPOSE OF OFF -SITE. g- UNLESS FURTHER EXCAVATION OF EARTHWORK IS INDICATED, FILL DEPRESSIONS CAUSED BY CLEARING AND GRUBBING OPERATIONS WITH SATISFACTORY SOIL MATERIAL. PLACE FILL MATERIAL IN HORIZONTAL LAYERS NOT EXCEEDING A LOOSE DEPTH OF 8 INCHES, AND COMPACT EACH LAYER TO A DENSITY EQUAL TO ADJACENT ORIGINAL GROUND. 22 TOPSOIL STRIPPING. a. REMOVE SOD AND GRASS BEFORE STRIPPING TOPSOIL. b. STRIP TOPSOIL TO WHATEVER DEPTHS ARE ENCOUNTERED IN A MANNER TO PREVENT INTERMINGLING WITH UNDERLYING SUBSOIL OR OTHER WASTE MATERIALS REMOVE SUBSOIL AND NON -SOIL MATERIALS FROM TOPSOIL, INCLUDING TRASH, DEBRIS, WEEDS, ROOTS, AND OTHER WASTE MATERIALS. c. STOCKPILE TOPSOIL MATERIALS AWAY FROM EDGE OF EXCAVATIONS WITHOUT INTERMIXING WITH SUBSOIL GRADE AND SHAPE STOCKPILES TO DRAIN SURFACE WATER. COVER TO PREVENT WINDBLOWN DUST, LIMIT HEIGHT OF TOPSOIL STOCKPILES TO 72 INCHES DO NOT STOCKPILE TOPSOIL WITHIN TREE PROTECTION ZONES STOCKPILE SURPLUS TOPSOIL TO ALLOW FOR RESPREADING DEEPER TOPSOIL. 23 SITE IMPROVEMENTS a. REMOVE EXISTING ABOVE- AND BELOW -GRADE IMPROVEMENTS AS INDICATED AND AS NECESSARY TO FACILITATE NEW CONSTRUCTION REMOVE SLABS, PAVING, CURBS, GUTTERS, AND AGGREGATE BASE AS INDICATED b. UNLESS EXISTING FULL -DEPTH JOINTS COINCIDE WITH LINE OF DEMOLITION, NEATLY SAW -CUT LENGTH OF EXISTING PAVEMENT TO REMAIN BEFORE REMOVING EXISTING PAVEMENT SAWCUT ALL FACES VERTICALLY. c PAINT CUT ENDS OF STEEL REINFORCEMENT IN CONCRETE TO REMAIN TO PREVENT CORROSION 24. DISPOSAL a- REMOVE SURPLUS SOIL MATERIAL, UNSUITABLE TOPSOIL, OBSTRUCTIONS, DEMOLISHED MATERIALS, AND WASTE MATERIALS, INCLUDING TRASH AND DEBRIS, AND LEGALLY DISPOSE OF THEM OFF OWNER'S PROPERTY. b. REMOVE AND TRANSPORT DEBRIS AND RUBBISH IN A MANNER THAT WILL PREVENT SPILLAGE ON STREETS OR ADJACENT AREAS. CLEAN UP SPILLAGE FROM STREETS AND ADJACENT AREAS. c. COMPLY WITH FEDERAL, STATE AND LOCAL HAULING AND DISPOSAL REGULATIONS. d. SEPARATE RECYCLABLE MATERIALS PRODUCED DURING SITE CLEARING FROM OTHER NON -RECYCLABLE MATERIALS. STORE OR STOCKPILE WITHOUT INTERMIXING WITH OTHER MATERIALS AND TRANSPORT THEM TO RECYCLING FACILITIES. EROSION AND SEDIMENTATION CONTROL: 1 PRIOR TO COMMENCEMENT OF ANY CLEARING AND EXCAVATION WITHIN A WORK AREA, ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED AND IN WORKING ORDER. 2, THE CONTRACTOR SHALL REFERENCE THE "STORMWATER POLLUTION PREVENTION PLAN (SWPPP)," THE "EROSION AND SEDIMENT CONTROL PLAN(S)," AND, RELATED "EROSION AND SEDIMENT CONTROL DETAIL(S)" CONTAINED WITHIN THIS PLAN SET FOR DETAILED INFORMATION CONCERNING EROSION AND SEDIMENT CONTROL "BEST MANAGEMENT PRACTICES" TO BE USED ON THIS PROJECT. 3, PERFORM WORK IN ACCORDANCE WITH THE REQUIREMENTS OF THE STATE AND FEDERAL NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT. 4. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING EROSION AND SEDIMENT CONTROL FEATURES TO PREVENT AND CONTROL SEDIMENT -LADEN RUNOFF FROM LEAVING THE CONSTRUCTION AREAS AND ENTERING EXISTING STORMWATER FACILITIES AND SURFACE WATERS. ADDITIONAL MEASURES BEYOND THOSE SHOWN WITHIN THESE PLANS MAY BE NECESSARY DURING CONSTRUCTION, INCLUDING TEMPORARY VEGETATIVE MEASURES AND INSTALLATION OF OTHER SILT TRAPPING MEASURES. 5 THE CONTRACTOR IS REQUIRED TO ADJUST THE EROSION AND SEDIMENT CONTROLS AS NECESSARY AND AS SHOWN ON THE DRAWINGS, AND ADD ADDITIONAL CONTROL MEASURES AS REQUIRED TO INSURE THE SITE MEETS ALL FEDERAL, STATE AND LOCAL EROSION AND SEDIMENT CONTROL REQUIREMENTS. 6, ALL BEST MANAGEMENT EROSION AND SEDIMENT CONTROL PRACTICES WILL BE INSPECTED BY THE SUPERINTENDENT, THE PERSON RESPONSIBLE FOR THE DAY TO DAY OPERATIONS, OR SOMEONE APPOINTED BY THE SUPERINTENDENT, AT LEAST EVERY OTHER WEEK AND FOLLOWING A STORM EVENT OF 0.5 INCHES OR GREATER 7, ALL BEST MANAGEMENT CONTROL MEASURES WILL BE MAINTAINED IN GOOD WORKING ORDER, IF A REPAIR IS NECESSARY, IT WILL BE INITIATED WITHIN 24 HOURS OF REPORT. EARTHWORK: 1. IN THE EVENT OF ANY UNFORESEEN CONDITIONS THAT ARE ENCOUNTERED AND NOT COVERED BY THESE NOTES DURING GRADING OPERATIONS, THE ENGINEER SHALL BE IMMEDIATELY NOTIFIED FOR DIRECTION 2, IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PERFORM ALL NECESSARY CUTS AND FILLS WITHIN THE LIMITS OF THIS PROJECT AND RELATED OFF -SITE WORK SO AS TO ESTABLISH THE DESIRED SUBGRADE, FINISH GRADES AND SLOPES SPECIFIED WITHIN THE PLANS 3, ADEQUATE SHORING IS TO BE DESIGNED AND PROVIDED BY THE CONTRACTOR TO PREVENT UNDERMINING OF ANY ADJACENT FEATURES OR FACILITIES AND/OR CAVING OF THE EXCAVATION AL SHORING AND ASSOCIATED TEMPORARY C L STRUCTURES SHALL BE DESIGNED BY A LICENSED PROFESSIONAL AND INSTALLED PURSUANT TO O S.H. REQUIREMENT _ SOIL MATERIALS. 1. UNSATISFACTORY SOILS CONSIST OF SOIL CLASSIFICATION GROUPS ML, OL, CH, MH, OH, AND PT, OR A COMBINATION OF THESE GROUPS UNSATISFACTORY SOILS ALSO INCLUDE SATISFACTORY SOILS NOT MAINTAINED WITHIN 3 PERCENT OF REVISION DESCRIPTION DRN. I REV. DATE I REV. OPTIMUM MOISTURE CONTENT AT TIME OF COMPACTION 2 SATISFACTORY SOILS: ASTM D 2487 SOIL CLASSIFICATION GROUPS AS IDENTIFIED ON THE DRAWINGS, OR A COMBINATION OF THESE GROUPS. FREE OF ROCK OR GRAVEL LARGER THAN 3 INCHES IN ANY DIMENSION, DEBRIS WASTE, FROZEN MATERIALS, VEGETATION, ANb OTHER DELETERIOUS MATERIAL. SUBGRADE INSPECTION 1. PROOF -ROLL SUBGRADE BELOW THE BUILDING SLABS AND PAVEMENTS WITH HEAVY PNEUMATIC -TIRED EQUIPMENT TO IDENTIFY SOFT POCKETS AND AREAS OF EXCESS YIELDING. DO NOT PROOF -ROLL WET OR SATURATED SUBGRADES. a COMPLETELY PROOF -ROLL SUBGRADE IN TWO DIRECTIONS, REPEATING PROOF ROLLING IN DIRECTION PERPENDICULAR TO FIRST DIRECTION LIMIT VEHICLE SPEED TO 3 MPH. b. PROOF -ROLL WITH A LOADED 10-WHEEL, TANDEM -AXLE DUMP TRUCK WEIGHING NOT LESS THAN 15 TONS. c EXCAVATE SOFT SPOTS, UNSATISFACTORY SOILS, AND AREAS OF EXCESSIVE PUMPING OR RUTTING, AS DETERMINED BY ENGINEER, AND REPLACE WITH COMPACTED BACKFILL OR FILL AS DIRECTED. 2 RECONSTRUCT SUBGRADES DAMAGED BY FREEZING TEMPERATURES, FROST, RAIN, ACCUMULATED WATER, OR CONSTRUCTION ACTIVITIES AS DIRECTED BY ENGINEER, WITHOUT ADDITIONAL COMPENSATION. BACKFILL 1 THE CONTRACTOR SHALL PLACE AND COMPACT BACKFILL IN EXCAVATIONS PROMPTLY, BUT NOT BEFORE COMPLETING THE FOLLOWING. a CONSTRUCTION BELOW FINISH GRADE INCLUDING, WHERE APPLICABLE, SUBDRAINAGE, DAMPPROOFING, WATERPRGFFING, AND PERIMETER INSULATION b SURVEYING LOCATIONS OF UNDERGROUND UTILITIES FOR RECORD DRAWINGS. c TESTING AND INSPECTING UNDERGROUND UTILITIES. d REMOVING CONCRETE FORMWORK. e REMOVING TRASH AND DEBRIS, f REMOVING TEMPORARY SHORING AND BRACING, AND SHEETING. g INSTALLING PERMANENT OR TEMPORARY HORIZONTAL BRACING ON HORIZONTALLY SUPPORTED WALLS. COMPACTION OF SOIL EACKFILLS AND FILLS 1, CONTRACTOR SHALL PLACE BACKFILL AND FILL MATERIALS IN LAYERS NOT MORE THAN 8-INCHES IN LOOSE DEPTH FOR MATERIAL COMPACTED BY HEAVY COMPACTION EQUIPMENT, AND NOT MORE THAN 4-INCHES IN LOOSE DEPTH FOR MATERIAL COMPACTED BY HAND -OPERATED TAMPERS. 2- PLACE BACKFILL: AND FILL SOIL MATERIALS EVENLY ON ALL SIDES OF STRUCTURES TO REQUIRED ELEVATIONS, AND UNIFORMLY ALONG THE FULL LENGTH OF EACH STRUCTURE 3. COMPACT SOIL MATERIALS TO NOT LESS THAN THE PLAN SPECIFIED PERCENTAGES OF MAXIMUM DRY UNIT WEIGHT ACCORDING TO ASTM D 698 OR ASTM D 1557 (SEE CIVIL DETAILS FOR SUMMARY OF TRENCH BACKFILL AND BEDDING MATERIALS AND OLACEMENT SPECIFICATIONS) GRADING 1, GENERAL: UNIFORMLY GRADE AREAS TO A SMOOTH SURFACE, FREE OF IRREGULAR SURFACE CHANGES. COMPLY WITH COMPACTION REQUIREMENTS AND GRADE TO DETAILED/INDICATED CROSS -SECTIONS, LINES, AND ELEVATIONS INDICATED IN PLANS PROVIDE A SMOOTH TRANSITION BETWEEN ADJACENT EXISTING GRADES AND NEW GRADES CUT OUT SOFT SPOTS, FILL LOW SPOTS, ,AND TRIM HIGH SPOTS TO COMPLY WITH REQUIRED SURFACE TOLERANCES 2 SITE GRADING SLOPE GRADES TO DIRECT WATER AWAY FROM BUILDINGS AND TO PREVENT PONDING FINISH SUBGRADES TO REQUIRED ELEVATIONS WITHIN THE FOLLOWING TOLERANCES'. a LAWN OR UNPAVED AREAS. PLUS OR MINUS ONE (1) INCH. b WALKS PLUS OR MINUS ONE (1) INCH. c PAVEMENTS PLUS OR MINUS ONE-HALF (1/2) INCH d GRADING INSIDE BUILDING LINES: FINISH SUBGRADE TO A TOLERANCE OF ONE-HALF (112) INCH WHEN TESTED WITH A 10-FOOT STRAIGHTEDGE. 3- SUBBASE AND BASE COURSES. a PLACE SUBBASE AND BASE COURSE ON SUBGRADES FREE OF MUD, FROST, SNOW, OR ICE b PLACE SUBBASE AND BASE COURSE 6 INCHES OR LESS IN COMPACTED THICKNESS IN A SINGLE LAYER. c PLACE SUBBASE AND BASE COURSE EXCEEDING 6 INCHES IN COMPACTED THICKNESS IN LAYERS OF EQUAL THICKNESS, WITH NO COMPACTED LAYER MORE THAN 6 INCHES THICK OR LESS THAN 3 INCHES, 4 COMPACT SUBASE AND BASE COURSE AT OPTIMUM MOISTURE CONTENT TO REQUIRED GRADES, LINES, CROSS SECTIONS, AND THICKNESS ACCORDING TO ASTM D 698 OR ASTM D 1557, AS INDICATED ON THE DRAWING DETAILS FIELD QUALITY CONTROL 1, TESTING AGENCY: HASKELL OR THE OWNER WILL ENGAGE A QUALIFIED INDEPENDENT GEOTECHNICAL ENGINEERING TESTING AGENCY TO PERFORM FIELD QUALITY CONTROL TESTING. 2. THE TESTING AGENCY WILL INSPECT AND TEST SUBGRADES AND EACH FILL OR BACKFILL LAYER. CONTRACTOR SHALL PROCEED WITH SUBSEQUENT EARTHWORK ONLY AFTER TEST RESULTS FOR PREVIOUSLY COMPLETED WORK COMPLY WITH REQUIREMENTS 3, FOOTING SUBGRADE: AT FOOTING SUBGRADES, AT LEAST ONE TEST OF EACH SOIL STRATUM WILL BE PERFORMED TO VERIFY DESIGN EIEARING CAPACITIES SUBSEQUENT VERIFICATION AND APPROVAL OF OTHER FOOTING SUBGRADES MAY BE BASED ON A VISUAL COMPARISON OF SUBGRADE WITH TESTED SUBGRADE WHEN APPROVED BY ENGINEER. 4 THE TESTING AGENCY WILL TEST COMPACTION OF SOILS IN PLACE ACCORDING TO ASTM D 1556, ASTM D 2167, ASTM D 2922, AND ASTM D 2931, AS APPLICABLE TESTS WILL BE PERFORMED AT THE FOLLOWING LOCATIONS AND FREQUENCIES. a. PAVED AN(O BUILDING SLAB AREAS. AT SUBGRADE AND AT EACH COMPACTED FILL AND BACKFILL LAYER, AT LEAST 1 TEST FOR I<VERY 10,000 SQ. FT. OR LESS OF PAVED AREA OR BUILDING SLAB, BUT IN NO CASE FEWER THAN 3 TESTS b FOUNDATION WALL BACKFILL AT EACH COMPACTED BACKFILL LAYER, AT LEAST 1 TEST FOR EACH 100 FEET OR LESS OF WALL LENGTH, BUT NO FEWER THAN 2 TESTS. c. TRENCH BACKFILL: AT EACH COMPACTED INITIAL AND FINAL BACKFILL LAYER, AT LEAST 1 TEST FOR EACH 150 FEET OR LESS OF TRENCH LENGTH, BUT NO FIEWER THAN 2 TESTS. 5, IF THE TESTING AGENCY REPORTS THAT SUBGRADES, FILLS, OR BACKFILLS HAVE NOT ACHIEVED DEGREE OF COMPACTION SPECIFIED, SCARIFY AND MOISTEN OR AERATE, OR REMOVE AND REPLACE SOIL TO DEPTH REQUIRED. RECOMPACT AND RETEST UNTIL SPECIFIED COMPACTION IS OBTAINED 6- ALL FIELD QUALITY CONTROL TESTS THAT FAIL TO MEET THE SPECIFIED CONPACTION DENSITY SHALL BE REPORTED TO THE ENGINEER GENERAL UTILITY NOTES: 1, PRIOR TO COMMENCEMENT OF WORK, THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES FOR VERIFICATION OF UTILITIES WITHIN THE LIMITS OF CONSTRUCTION. CALL THE AREA ONE CALL SYSTEM 48 HOURS PRIOR TO ANY EXCAVATION 2 THE CONTRACTOR IS TO VERIFY ALL DIMENSIONS PRIOR TO THE START OF CONSTRUCTION ANY DISCREPANCIES SHALL BE REPORTED TO THE ENGINEER. 3. THE CONTRACTOR SHALL COORDINATE WORK EFFORTS WITH THE OWNER TO MINIMIZE TRAFFIC INTERFERENCE AND OPERATIONS OF THE FACILITIES. 4. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO PROTECT EXISTING PERMANENT SURVEYING MONUMENTS AND BENCHMARKS FROM DISTURBANCE SURVEY MONUMENTS DISTURBED BY CONSTRUCTION ARE TO BE REPLACED AND ADJUSTED VIA A LAND SURVEYOR REGISTERED IN THE STATE FOR WHICH THE PROJECT IS LOCATED. 5. EXISTING UTILITIES SHOWN HEREIN ARE BASED ON AVAILABLE RECORDS AND FIELD INVESTIGATIONS THE CONTRACTOR SHALL VERIFY HORIZONTAL AND VERTICAL LOCATIONS OF UTILITIES PRIOR TO EXCAVATION WITHIN WORK AREAS THE ENGINEER SHALL BE NOTIFIED UPON DISCOVERY OF ANY DISCREPANCIES THAT WILL AFFECT INSTALLATION OF WORK OR DISCOVERY OF WNCHARTED UTILITIES WHICH MAY REQUIRE RELOCATION, NOTIFICATION SHALL BE DONE IN A TIMELY MANNER + 6. WHERE APPLICABLE, THE CONTRACTOR SHALL MAINTAIN ALL FENCING, SIGNS, DETOURS, FLAGMEN, SIGNALS, ETC., FOR ANY OPEN TRENCHES, HOLES OR PITS ALL TRENCHES, HOLES OR PITS SHALL BE CLOSED OR PROTECTED BY BARRICADES AT THE END OF THE DAY. 7 PERMITS MAY BE REQUIRED FOR ANY WORK IN THE PUBLIC RIGHT-OF-WAY THE CONTRACTOR IS TO ACKNOWLEDGE AND SECURE ALL PERMITS AND INSPECTIONS REQUIRED FOR WORK WITHIN PUBLIC RIGHT-OF-WAY. 8 THE CONTRACTOR SHALL MAINTAIN RECORD DRAWINGS DURING CONSTRUCTION WHICH SHOW THE CONSTRUCTED CONDITIONS OF ALL WORK INSTALLED. SEE "AS -BUILT" REQUIREMENTS FOR ADDITIONAL INFORMATION. 9, ALL VALVE BOXES, METER BOXES, VAULTS, CLEANOUTS, MANHOLE COVERS, FIRE HYDRANTS AND OTHER APPURTENANCES THAT ARE TO REMAIN IN SERVICE WITHIN THE PROJECT AREA SHALL BE ADJUSTED TO CONFORM TO FINISHED GRADE 10. ALL SANITARY SEWER LINES SHALL BE TELEVISED AND THE VIDEO REPORTS SUBMITTED TO THE ENGINEER FOR REVIEW. a. VIDEO REPORTS ARE TO BE SUBMITTED ON CD-ROM OR DVD COMPACT DISKS. REVISION DESCRIPTION 5 b. ALL LINES MUST BE FLUSHED AND CLEANED WITH POTABLE WATER PRIOR TO TELEVISING. c. VIDEO REPORTS WILL BE USED TO VIEW THE CONDITION OF THE SANITARY SEWER PIPE PRIOR TO ACCEPTANCE. WORKMANSHIP AND CLEANLINESS OF THE INSTALLATION WILL BE CHECKED. 11.AS-BUILT SURVEY: THE CONTRACTOR SHALL VERIFY WATER, SEWER, GAS, POWER AND TELECOM BY PROVIDING AN "AS -BUILT" SURVEY OF CONSTRUCTED CONDITIONS FROM A LICENSED SURVEYOR REGISTERED IN THE STATE OF PROJECT LOCATION. THE "AS -BUILT" SURVEY SHALL INCLUDE VERTICAL AND HORIZONTAL INFORMATION PERTAINING TO THE INSTALLATION OF THE UTILITY SYSTEMS. DATUM ELEVATION AND BENCHMARK LOCATIONS SHALL BE INDICATED. INFORMATION TO BE INCLUDED IS AS FOLLOWS: a. PIPE TYPE, SIZE, VOLTAGE (WHERE APPLICABLE) AND INVERT ELEVATIONS. b. LOCATION OF MANHOLE, PARSHALL FLUME, VALVE, POST INDICATOR, FIRE HYDRANT, JUNCTION BOX. c. ELEVATIONS FOR MANHOLE AND PARSHALL FLUME. ELEVATIONS SHOULD INCLUDE RIM, BOTTOM, WEIR ELEVATION AND PIPE INVERTS. STORM DRAINAGE: 1. UNLESS OTHERWISE SHOWN ON PLANS, ALL PVC PIPE AND FITTINGS SHALL CONFORM TO THE FOLLOWING: a. PVC SEWER PIPE AND FITTINGS, NPS 15-INCH AND SMALLER ASTM D 3034, SDR 35, WITH BELL -AND -SPIGOT ENDS FOR GASKETED JOINTS USING ASTM F 477, ELASTOMERIC SEALS. b. PVC SEWER PIPE AND FITTINGS, NPS 18-INCH AND LARGER ASTM F 679, T-1 WALL THICKNESS, WITH BELL -AND -SPIGOT ENDS FOR GASKETED JOINTS USING ASTM F 477, ELASTOMERIC SEALS. c. PIPE JOINTS SHALL BE WATER -TIGHT. 2 UNLESS OTHERWISE SHOWN ON THE PLANS, ALL REINFORCED CONCRETE PIPE AND FITTINGS SHALL CONFORM TO THE FOLLOWING a. ASTM C 76, WITH BELL -AND -SPIGOT OR GROOVE AND TONGUE ENDS AND GASKETED JOINTS WITH ASTM C 443 RUBBER GASKETS. b RCP PIPE SHALL BE CLASS III, WALL B. c WHEN LOCATED IN TRAFFIC AREAS WITH LESS THAN 2 FEET OF COVER, RCP PIPE SHALL BE CLASS IV, WALL B d. WHEN LOCATED UNDER AIRCRAFT RAMPS OR RAILROAD OPERATIONS, RCP PIPE SHALL BE CLASS V, WALL B WITH O-RING JOINTS. e. PIPE CLASS SHALL BE CLEARLY "STAMPED" ON EACH SEGMENT OF RCP PIPE DELIVERED TO THE PROJECT f PIPE JOINTS SHALL BE WATER -TIGHT 3 CONTRACTOR SHALL HANDLE AND STORE PIPE, FITTINGS, GASKETS, AND RELATED APPURTENANCES IN ACCORDANCE WITH MANUFACTURER'S WRITTEN RECOMMENDATIONS. 4 CONTRACTOR SHALL HANDLE MANHOLES, DROP INLETS, CURB INLETS, PIPE END COMPONENTS AND RELATED APPURTENANCES ACCORDING TO MANUFACTURER'S WRITTEN RIGGING INSTRUCTIONS. 5 PVC PLASTIC PIPE AND FITTINGS SHALL NOT BE STORED IN DIRECT SUNLIGHT 6. ALL PIPE, FITTINGS, GASKETS, AND SEALS SHALL BE PROTECTED FROM DIRT AND DAMAGE. 7. ALL STORM SEWER LINES SHALL BE TELEVISED AND THE VIDEO REPORTS SUBMITTED TO THE ENGINEER FOR REVIEW. a. VIDEO REPORTS ARE TO BE SUBMITTED ON CD-ROM OR DVD COMPACT DISKS. b. ALL LINES MUST BE FLUSHED AND CLEANED WITH POTABLE WATER PRIOR TO TELEVISING. c. FOR SUBMERGED SYSTEMS, POND WATER LEVELS SHALL BE LOWERED (PUMPED DOWN) BELOW THE LOWEST PIPE ENTRANCE INVERT. d. VIDEO REPORTS WILL BE USED TO VIEW THE CONDITION OF THE STORM SEWER PIPE PRIOR TO ACCEPTANCE. WORKMANSHIP AND CLEANLINESS OF THE INSTALLATION WILL BE CHECKED. 8. AS -BUILT SURVEY: THE CONTRACTOR SHALL VERIFY STORM SEWER IMPROVEMENTS ALIGNMENT BY PROVIDING AN "AS -BUILT" SURVEY OF CONSTRUCTED CONDITIONS FROM A LICENSED SURVEYOR REGISTERED IN THE STATE OF PROJECT LOCATION. THE "AS -BUILT" SURVEY SHALL INCLUDE VERTICAL AND HORIZONTAL INFORMATION PERTAINING TO THE INSTALLATION OF THE STORM SEWER SYSTEM PIPING AND STRUCTURES. DATUM ELEVATION AND BENCHMARK LOCATIONS SHALL BE INDICATED. INFORMATION TO BE INCLUDED IS AS FOLLOWS: a. PIPE TYPE, SIZE, AND INVERT ELEVATIONS. b. MANHOLE, DROP INLET, CURB INLET, YARD DRAIN, AND POND CONTROL STRUCTURE LOCATIONS WITH ELEVATIONS OF BOTTOM, RIM OR GRATE ELEVATION SHOWN. c. POND CONTROL STRUCTURES: SHOW INFORMATION ON ALL FLOW CONTROL APPURTENANCES AND OUTLET PIPING. ASPHALT PAVING: 1. THE CONTRACTOR SHALL COMPLY WITH ALL PROVISIONS OF THE HASKELL COMPANY ASPHALT TESTING PROGRAM. 2. THE CONTRACTOR 15 TO PROVIDE BARRICADES, SIGNS, FLASHERS, AND FLAG PERSONELL AS NECESSARY TO INSURE THE SAFETY OF WORKERS AND VISITORS. ALL CONSTRUCTION SIGNING, BARRICADING, AND TRAFFIC DELINEATION IS TO CONFORM TO THE "MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES," LATEST EDITION. 3. ALL ASPHALT PAVING MATERIALS, WORKMANSHIP, AND INSTALLATION REQUIREMENTS SHALL COMPLY WITH THE STANDARD SPECIFICATIONS OF THE STATE DEPARTMENT OF TRANSPORTATION (D.O.T.) FOR THE STATE IN WHICH THE WORK OCCURS WITH SOME EXCLUSIONS. THE DOT PAYMENT PROCEDURES AND SAFETY REQUIREMENTS SHALL GENERALLY NOT APPLY. a. COARSE AGGREGATE, FINE AGGREGATE AND MINERAL FILLERS: IN ACCORDANCE WITH D.O.T. MATERIAL STANDARDS AND ASSOCIATED CONSTRUCTION SPECIFICATIONS. b. ASPHALT BINDER, ASPHALT CEMENT, PRIME COAT, AND TACK COAT: IN ACCORDANCE WITH D.O.T. MATERIAL STANDARDS AND ASSOCIATED CONSTRUCTION SPECIFICATIONS. c. JOINT SEALANT: ASTM D 6690 OR AASHTO M 324, TYPE II OR III, HOT APPLIED, SINGLE COMPONENT, POLYMER -MODIFIED BITUMINOUS SEALANT. d. PAVEMENT -MARKING PAINT: IN ACCORDANCE WITH D.O.T. MATERIAL STANDARDS AND ASSOCIATED CONSTRUCTION SPECIFICATIONS. COLORS AS INDICATED. 3. DO NOT APPLY ASPHALT MATERIALS IF SUBGRADE IS FROZEN, WET, OR EXCESSIVELY DAMP; OR, IF RAIN IS IMMINENT OR EXPECTED BEFORE TIME REQUIRED FOR ADEQUATE CURE. APPLY ONLY AT D.O.T. RECOMMENDED SURFACE TEMPERATURE. 4. INSTALLATION TOLERANCES: a. PAVEMENT THICKNESS: THE AVERAGE OF THE MEASURED THICKNESSES OF THE PAVEMENT LAYERS SHALL MEET OR EXCEED THE REQUIRED THICKNESS FOR THOSE LAYERS, AND THE MINIMUM THICKNESS IN ANY ONE AREA SHALL NOT BE LESS THAN 0.25 INCHES BELOW THE REQUIRED THICKNESS. b. PAVEMENT SURFACE SMOOTHNESS: COMPACT EACH COURSE TO PRODUCE A SURFACE SMOOTHNESS WITHIN THE FOLLOWING TOLERANCES AS DETERMINED BY USING A 10-FOOT STRAIGHTEDGE APPLIED TRANSVERSELY OR LONGITUDINALLY TO PAVED AREAS: i BASE COURSE: 1/4- INCH ii. SURFACE COURSE: 1/4 - INCH c. CROWNED SURFACES: TEST WITH CROWNED TEMPLATE CENTERED AND AT RIGHT ANGLE TO CROWN. MAXIMUM ALLOWABLE VARIENCE FROM TEMPLATE IS 1/4 - INCH. 5. PAVEMENT MARKINGS SHALL BE MADE WITH NON -THERMOPLASTIC ACRYLLIC MARKING PAINT MEETING THE DOT MATERIAL REQUIREMENTS. ALLOW PAVING TO AGE FOR 30 DAYS BEFORE STARTING PAVEMENT MARKING. PROCEED WITH PAVEMENT MARKING ONLY ON CLEAN, DRY SURFACES. SWEEP AND CLEAN SURFACE TO ELIMINATE LOOSE MATERIAL AND DUST. APPLY PAINT WITH MECHANICAL EQUIPMENT TO PRODUCE PAVEMENT MARKINGS, OF DIMENSIONS AND COLORS INDICATED, WITH UNIFORM, STRAIGHT EDGES. APPLY AT MANUFACTURER'S RECOMMENDED RATES TO PROVIDE A MINIMUM WET FILM THICKNESS OF 15 MILS AND ONLY AT MANUFACTURER'S RECOMMENDED AMBIENT AND SURFACE TEMPERATURES. 6. WHEELSTOPS: PRECAST, AIR -ENTRAINED CONCRETE, 3500-PSI MINIMUM WITH DIMENSIONS AS INDICATED. INSTALL BY SECURELY ATTACHING WHEELSTOP TO PAVEMENT WITH NOT LESS THAN (2) 18-INCH x 1/2-INCH DIAMETER GALVANIZED -STEEL DOWELS EMBEDDED ATONE -QUARTER TO ONE-THIRD POINTS. SECURELY INSTALL DOWELS INTO PAVEMENT AND BOND TO WHEELSTOP. RECESS HEAD OF DOWEL BENEATH TOP OF WHEEL STOP. AS -BUILT SURVEY: N N F WORK, THE SITEWORK SUB -CONTRACTOR SHALL RETAIN THE SERVICES OF A PROFESSIONAL LAND UPON COMPLETION O THE E SURVEYOR TO PERFORM AN "AS -BUILT" SURVEY_ THE "AS -BUILT" SURVEY SHALL INCLUDE LOCATION AND ELEVATION DATA FOR ALL IMPROVEMENTS SPECIFI INFORMATION INCLUDED IN THE SURVEY SHALL BE AS FOLLOWS. CONSTRUCTED C 1. ALL PAVEMENT SURFACES INCLUDING CURBS, WALKS, RAMPS, PADS, ETC. 2 ALL SANITARY SEWER 3 ALL STORM SEWER 4+HASKELL The Haskell Company I I I Riverside Avenue Jacksonville, Florida 32202 Phone* (904)791-4500 DRN. I REV. DATE I DRAM:INIM DES, 3401007 4 NORTH AMERICA CORPORATE ENGINEERING OFFICE 1322 CRESTSIDE DRIVE, SUITE 100 COPPELL, TEXAS 75019 4 ALL STORM DETENTION, RETENTION, AND WATER QUALITY POND GRADING 5, EMBANKMENT AND LAWN AREA GRADING 6 BUILDING FINISH FLOOR ELEVATION 7, BUILDING CORNER LOCATIONS 8 OUT BUILDINGS 9 WATER, GAS, BURIED ELECTRIC AND BURIED TELECOM LINES 10 LIGHT POLE LOCATIONS 11 STRIPING AND PAVEMENT MARKINGS 12 TREE LOCATIONS WITH SIZE AND SPECIES 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 Mw Wwnw w g n I 'n - an Oft docuffm t N ** "* prop�rt�r of N1MIA wW my not be oop W or dbd000d to olFlws wdm au�arls� by N IA QATE: D.M.: Vw SCALE 2 GENERAL NOTES am D ISM �C- 002 I� In C 0 0 1 u 8 7 6 5 4 3 2 1 ,. r,. a , ,e i, '✓' f'. r..:, .link)` `: •: Xk j".' « 1ri e . :, :,r: , ' , . a w ax �3E . * , 49'y L nrr u* .n . I. .. _,or ., a -1 .' ..I r .. ... a,. ,,.: ,, 4: ,..,. ,.. 1 Jr,. 7 r ,.b :.:� ,. ::: r (x. r ,, ft' r r .�3 'ar , r :. e L. ... c i ,.I. , : :, .. , . ,: , ,. N , , ,.. f. k. >e .. r „ &. t. �! .. :. yyy v., Ir. �... ., . w,. , f... p, i.f. I. Pb.. „ k : M rt Y , ,., , 'i o- „ s ,r _ .. p� PROJECT INFORMATION _ , :. „<, . II ft, �^ ;. F;,,:, .,.Y ..r? ,,.:, ,.ram - h -,.. : `C : ,-? b+.. .." r'MSF.. • t. ,ru)J: !`'': ..::. > h ` V:;: ... V .,. ..:ry:. w71Q.,. 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"P '::A � ,erg::' '., . ){:•. .- � 'fd , - : ,:, , ,; .... 4 . ;'...X � .:. � 3 gry ::.'. r .:.' d pZ' qr..:. _ r try l S :, rl�:.« _ TAX MAP PARCEL # 13 26 21 7 07400 0000 . xx,Y ,, C 00 0 ,z j y -' . i r-,$,m. , r;,:. , .,.::.M.r,' ,,:.. .. ., .: r �. 5, .. :. dt,+. t` i1e `>E :F-.'•, y._1. I, � aw ? , "t ''' pp - �:'' x� —� , —._ .-_ ;. r ZONING: LI LIGHT INDUSTRIAL 1 ;! y s y}:.; (rA„i, ' r, ti;' -,: r : rl ykrr� _` '�'r -�' g r t _ g ?o-S r , ( ) E I I 1 p 1 otX (s J� ' ,y , , , 4 ,Fn .tw ;f,,:.:'i l�! i �.j}' x:, **' „ n rIF I }r . xP Ikfa• `4.:,.' dl+" „ . r-' _ T.� i ,,.' ��' LAND OWNER. ESTLE WATERS NORTH AMERICA, INC. --_ . �: N 1 _ -.. _^ r ,}j�� ,r: -�' _.-_--r'l P • i , r r r. ._. S : f : Ik �y 'al -PY'L .: ,.,,'... ..I 5r 4 F7 +4 , .„y..•-«"_ 'y'.,. ., - _ ";,1 ,..;, , rr:, 'y• .- R: -, { 1!''+.:. 'ei �,,`�.,+..' ::::I' `,.. ;:;t _., ti � ii PO BOX 120029 - S F R T 06912 0029 _. TAM 0 D C , r �s � k7 �;<,, �" OWNER REPRESENTATIVE: MICHAEL GUILMETTE n r; �, I x �_ , :,,.. ,;...-... » ,: .�..,�.. >,� v�,�,. — � -- ENGINEER INFORMATION: JOSHUA R. HOUGH, P.E. . , , f. r Y;,,o„ , , . FL PE # 72289 ,,. �� ;f''; ARCHITECTS AND ENGINEERS p,,. e, �fp•, ~. r r �r' HASKELL M �,,: ', 1' i4Y �Yiea d W' , " ( ' :j: !;}� 4 r :I"'{,�! „ I. e F'M „LR - / J / J //,/ n�ir/ ;J rr % /,/ 1 - ,/ % r ``" ,e.,,a =9 111 RIVERSIDE AVENUE ryj, , .ter'. y.. f - ,:",:,'N. • 'o ,:: ,,q" ,,. , ,, ! rr'/ j' // ryr'� ,/�J''r �/�`�/ '!rl; �' ,r /rr''/•! J'/ r 'r /'` '� /'� ` r r.'✓ '/ r'✓ r , _ n i ,M /✓/ .�✓, .;. ✓ r//rf ✓f � /r/f / / % fi/r/ r` AG/rrf� is � //r/ /. / r � / / // r ;,-' >" ■I�1 ., % JACKSONVILLE, FLORIDA 32202 %r (904) 791-4744 . ! I r ar y. v A a, „t' is x "', N. 1 ~' ' /I FEMA FLOODPLAIN: THE PROJECT IS LOCATED WITHIN THE ZONE X BASED UPON µ,,`'�,, •" I, ( p THE FEMA FIRM PANEL NUMBER 12101CO456F DATED 9/26/14 �, /' / gib` . r I a < + r ," ), ra 5 {'}b , U' WETLANDS: THE PROJECT HAS NO IMPACTS TO STATE OR FEDERAL j , L. 1, P�. �.r �rwl rt 1 .. „ u' , J w/r , w vrl A in i,, i 4 ,,.• r. %rb J�; �' La .�:,tyh ,)/G': y rp X!- Ar; ,ro :: 1 �1 I',�"..WI�II .IIs I "1 I,1"I I. . ., ,; 1 I ,. A1I��'lI ,I� �,l il i WETLANDS. {y V. d 1 %,r r P.r Yr r " / ter: F � J ,� s• °1 A.I{ afro r_, _ " 1 r'f ' hl. <" M :,;W.,r, .«.,.. ). Grit f:' rYC I Y +•w•wnXX w „�; a rw,a �,y r'i, kr'r� k ,( �r;� eN 1 r ,Ir SETBACKS REQUIRED ', 1 ` ' r~ r. ' l Pw yA h' T r 8s ` 41'1 'd� ,,I"";' iy r i �1,. Ar,. .,;.. 1 .,, t, ,.SYe, , .k ,i 'r+y¢ :. ,X,�1lµ w'dJ �X ,_a et p .y ,i , r+ J-J , ry :. J r o ,.w, . . ins JII��m,'1w" ,,' I �" ' t 'a w� � t rr �.? r> y�Vt�* yi �a ly^k '` r " MINIMUM LOT SIZE NONE "1 i ..•..ram { Ipd' n ki'l t4l t9 :y �9: 7,�':, x ,. a i o ,'# +u uAp,; / t 41.Y In,, ' 'C')v, 1 hh i 1 W?+ tryy,. it .nr,�W . i ` I,. WW IAt �� 5 "aI y7P Pt .,,: « I I ,, s C 0 MINIMUM FRONTAGE 75 FT ' ` s ,r 't X" , I " , �, „ gr�,�a'X 1 r ly.,, rnr MINIMUM DEPTH 100 FT g %';r i fI V./ rr: ;,! \, / u s , r""°1'{'" cr+ 1, �d'" a'+,�? 1)v >� ,: d t (t ,rr,Ftk te" A FRONT YARD 50 FT ;;4�II I ..;,I I / - . » , REAR YARD 50 FT , : '� 1 ::" : i,, ��'I �`: 3rr,u � h t p I , SIDE YARD 50 FT ,k' / i ry k A XM I",l 1 4 ,� 4 M� �, C i / i r e`{' ", e MAXIMUM BUILDING HEIGHT 30 FT �j I / I ; l ;',; ri► (,'`. #ri,. E'�oy; d ,� , a , i�Y Ff, v a UMi x. I -, .: „ // ` . �, { t ' a , y� � ..;,„.,;, FLOOR AREA RATIO (FAR) 0.50 „ , ,It r ,� ,/ '`;� �,� :i f� I` a:. _ MAX. IMPERVIOUS SURFACE (ISR) 0.85 a t ,/ ; • , ''I rru t :, �, 1 g f ' ail + rr p t. 4 ,$'.. r 0 „.d v, ., I)1' 1r, hl d v, , h yrP+],, rr.,, V / , n v. R'.y d ' }z 'y.. ,i- I �P• r4 d.' .i..'B,' / i r I,+ .t::. i�I��' t,.. r4, , , 'F- y rr i : ,1 •: w Y a' , B I 1 I� u , I I V l a 1 I, / r t , r � ( t . ll�� I ,. II ' I a,r �, � Y r M1 . F '3 , �,� 1 PARKING CALCULATION I , I �I I I i , �� :i' :, , . 40 1 .. I r _ I. 6 4,: d , ." 1 "tl ''// „ : .rb ?V A' ' . y..J ,-,. f i , 1 AUTO PARKING REQUIRED: f ,' ;,,; L, ,, :;. , Ye: . t , �_ ( w CITY OF ZEPHYRHILOLS LAND DEVELOPMENT CODE, ARTICLE VII DESIGN STANDARDS AND l I I I a. R• I _ : '` "" I IMPROVEMENT REQUIREMENTS, PART 7.03.04.03 PARKING STANDARDS �1Gr'¢y ,�p�J. M. " , , � � �, " ` -� I __;_!�117 77. ... 4 *'"" �� 'i 111, I _ ' PARKING CRITERIA x - ,kz ;� r' tiy,t+ I .,. ,!''.a""r : r .. , r� A..�' "1rL" » r tit. i .:..a � .. 1 0—nOf "' 1: � _.,.�.a.,N ,. k r �-, •— __3 ` _ (EE) WHOLESALE, WAREHOUSE, INDUSTRIAL- ONE OFF-STREET PARKING SPACE FOR EACH ,.•. { . - - . r y;'f .. - ; / /+ taeT`__ __ k. l _ _ :.,dqt ;'iL- t 1 !, j! _ `r N ..; ° a _f TWO EMPLOYEES ON THE COMBINED LARGEST AND SECOND LARGEST WORKING SHIFT. a t / i uqx . , i.WWX .. , .: '„ a"C.�X v.r�i� :T t <i� �, � ,y , a.Xx r„�.rXl 0' �fr i/ a EMPLOYEE CRITERIA • XPL r ....... t., t 1.x ", r rYrfr 1ST RIFT EMPLOYEES 155 �' a ,, /,,, �?,.{ __, (EMPLOYEES) 10 ., 1 .. 1 ,c. ,` ... Y ` e , bIAII. ' ;ft. / a A. I r"" " 2ND SHIFT (E YEES) 5 , . ,, 3RD SHIFT(EMPLOYEES)80 T f a i n, .` 6 {4, , b .., ., /. i . { i 7 %, ,: .. ., ,.. ,,. " / i, r / I .. y. ... " "i ,r... y:`d. , is .1., ,.... • •-. l,� :. .' .:. ..' ♦ ♦ : 4 I , h., iur'd,. 4 ./% + , k, n,a 1 ' REQUIRED PARKING 155 105 12 I ,ram -= 1 l { 1 I I a a 1 ( ) I 7, /1 �I: I fw � , 1 V 1 � tX e { C t r, 1 r, .1 t' 130 SPACES , ,k' I . �.: r � ✓ /, _ f i :» v am . ,,, r � � f M � , B ... Ali,, ., -. ... � :: M.. . .. /,, ,..., /,. '��%�`, ...,. :. , •., .-',, '; ` ^n,4 ... rr� Jo' 'W I E :,� ,' AUTOPARKING PROVIDED: f . :,. wee+ , :. �- A K a 1N ,': , i' 1& A+<:- G' '' :,.,-, ;M?,y� rav�1 x ,& Y �'w7A N'%sr 5 �r :.. '. 1, 11 -„ ' . -„ h _ ,I:',;, ,.. _ iv, ,. keF..+ra^.,".* , y I N )afp, + Ivv. i • '' ,ti �,. 4 r a,IM,� SPACE TYPE e' J,,,,' &:�, Ji✓r J,G .Jrwiwdw.lnr!u" d ]dv tii t;E:� A` "r'", .R j./ w X* a ,a,ry rr; ,v'EXISTING SPACE 195 SPACES* , , � . � //r 1 I, �fi fi3 . ,:'. ., :, "11 < f r` , .. vwx , ^w", r,5 („/,;:i r v t froe^._ C, ;�?, �' rr X' '...r +" g?trb 1R ,t�R�iy' p n , y. W' a S 4k ,, c - - TOTAL 195 SPACES w.I'll a / s ,zg&aei,;k�`sNy z .. '. ... -.__ i , MF„MM yy�,,����� IA1 'MIX. W[rll ��• J�:zrt : ,. ::, .: .,4.-.'+;:r: ,,,...:.. :..., .. � � '-•,,-.•y r:,.,. ,' •:..' ..,..' r,.,, b,,,_! h e11ti ��11��,. :: A, �... „ , , - ••'-� ff{ r " >: THE EXISTING FACILITY HAS A TOTAL 201 PARKING SPACES. THE PROJECT `:`Y !A h : ` '4 .. ' - ,'! // �/r r /-/ // //. , / _._ a I. .. _. ,.n - : G ,,P1:S , ;kQ; >: .. ^,,. r •>, 'q,. ,G.'. n. ":':. ..: ,., '!' /'•f!r' / �� i r •.R IX... ."... ".. .•1 A , '..a' , A "i d; '. �-_ v, .. • r. F o,' e. /r/ . ,/ . !�+J j,/% - .. , t .;'I';F"'�r"." L.. -,;,ts r;. R \ c i J',:n?rr' Y+. / l r r :, �% j. -w! _ r._-. �k wftJ, ,fir,.,,, r, �' V�' I' �� ,: 1 r / /� �, _ , _ ,,..I WILL REMOVE 6 SPACES FROM THE FRONT PARKING LOT BRINGING THE SITE a / %, 7, ,,,, .I, I IL! :: {sv..;. :. .^.a , J, ✓,,..,' /?'Jr d '(': , :'a:.T t;,. 'f'J':i,` r ..,. "X r.,,:.. r t r Crdl ,:t,p},- "+,+'.,. , ' !� q� +" ,I ,,,, v ;,..t,.. , T s. ,+q +IM i 16N �i f), n;'1"u I r' ,v, ,. .,.'t 1 } , �,:. . x '" #C+► z , > _, , �,�'� :, r � ;, �, XJ:" TOTAL PARKING SPACES TO 195 PARKING SPACES. .r,_ ter., r_..� _, �. _ a1 ,.�aa _ _ _ ._ — . , .I , . '.. I .: : .,.':`. ,..• '.," „ 'yn, x�• ,.w., , T • n n.. i i MW,4v14., I^f",:,'1r''! J� ot"tq .,1: w��� .ti.. .._.. q . ,.......,._, ... v ":,T § F r 11 u . /, . a .;.',• ,.r, ., ! 1 r. , -4, r•,':.»IAMNMI r '. ti,{, , ", iIu l r' „a.'. .. � r.... :,:,: , ..,... ,;. I Y..,- J ....,...:5 , .... ..-:V.. ' 2 - , ,,..:,,,.. , a .....:: , . - :ai a , 11 ..,,: - , ., ,n,. 4:..:r lilliod�4�i l "tk`. , y,� ,,.. ., Y l A. a �. ... _.11`. :, ,.,. '.:,.,.. :,: ..,t., rF<. ,r,-.,. .1r r ., ... } . _'{ .0 . 1,.. :. , :t�, • f,':➢1 ..: ... c' v S• : , v H :.tr!Ja. „A Y7 .d. ::., ,..1. , ,, i 1:.. ,.., -,,. , ,...1: Tyr(/ '.,".f{j�, }�P'ql :....,.. ,:,. ,. r ! r .n:, :f , :.:.. . ,. r. .. .:. .. :.,. \ :. r :... � � . : , „ a :., , , er:✓: ... ,: „ :f,Q. , ..., ,:. ::,x t _,. 'A,,.. ,., , n. rw., ..tlr.✓•,,. A • :. ,A. . I. :. r ,..- :,...,;p. , „. t'. .. f. v, " .... v /,... :, w,w.. :_-."""__'__°-.; .i..,.Jn 1' ... .w.:.A w'...,. �. s a{r „ w a s., sc_ a l , r +r: ,. • . IL IL :.. .ro. ..'.,:r ,.. ., . > „' T t 1 „ ,. ,v , r'r .. : �y.: .. a. �•:h,.:.' e:. ,. e ,,. 7' " , Or1 �rL r.. ,., , v ,I> , 1,:, ,r .. ,.S, ,r.,F:.:.,'" ,,, jj,,",�'p`.,.� .,, ! ... S "{.�,. r: ...», WXe:.ev:,' y..:, :, ..'. ,. .: �49. , ^ .!,Y: .. .,,.p , J r,... \ '• ��, ",::,, .,,, e• . + :R'/,.,. ,a� .: f , e ,. ➢ , Y. v }k y A,n,,r A ♦NY' 'yv ti. ;, <'. ' )1d':. '. ,,, .' x`. �, H �. ,. f .:..:: iL o, ,,. �, rAnpry. ya t54,�.y.,ry,,n7, ,:.,. :, .... .. , , , „ _ .., r:. 4, ! , ,f. , ,1 j , 't7 s % „ ' i . T' , rI . Ir as I w r r i ,1.._ a ,: ,::`' :,t ,.. , •, ,r...:. ,.(:v, l..::' ,,, „ > .. , , .:: '.n. ... ,,. a- . , N .. ,Xv, „ ., , {- _ ..... r. r.. w, rA ,i"'. lit IDII r,.- •. .. { �j -J;y; ,.::,';_':•.' ; ;APE ,': f�,,,.. �,., �' U4 �% \, t..,,S ,_ �, , � IVY rrr a;; , - (,/ E .. , . .. _ -.. _ _. �� • C N • s ",.n; s rl� 4 _ rAR . _ t -�. < n', , p •f� �g�rr. yg 11 r ^'t A } � _ 2_ ,9 • ,d NO O CONS' R !d.*�� 1Itl = • . -. A ,: __ .�. 4 . _ rX_ ,,. :: /t = i-. :. f. +:... ._.: .. 1. -r. , - _ .. '. - ,I, '.,, (,_ 'il ,�k i _ ;i:.. r;.,,• r '(r' f .: -.., ,. .r j.. Tn '. .... r .. :..�. :'. .: :. .' ,, , I .. ,....lv:l1!L,1. ,t..:, v..k„ :, ..-.. ... 1. ... ,{:,., I. '. ', Cdr ,r:... .,I.. ,.. , y L ti7 tP1 •`�. :... • s .. , , _ .. . 1. ... ... : , .n .. .. :,, C ,- V 1 ... , , , ':..r , , , f,' v1J. .. Fi.. J.JLI l x Y- i , r sr, 80 160 i , t . i, n ;, .,:' ,lit- ,,I.E.Unc,l-;d..r I .,,_ I LY.L.r.. 9c :"{A tt. ,..r„, ,. ,, l r r:, :. ,. ,:_, - ,. FpY .' .. .: '. ., -. .. ::. .,- , '. :'!", t. .:. I r .I:, �..., .. :, C.Cr d r<nl~tb, a-.FI ... ;.: :. ,. _ ..z�i.,.,:,: ! ,._v...m. -- f: ,. , C OQ ::l C. 00 ,;.. ,., a , ,:, II ,. _, . IPf4T3 3fF,L , _ _ WAREHOUSE EXPANSION OVERALL SITE PLAN 4+ HASKELL ITe Haskell hIRiversideAenuey ZEPHYRHILLS NATURAL SPRING WATER , Jacksonville, Florida 32202 ZEPHYRHILLS , F LO R I DA ` Phone k (904) 7914500 NORTII AMFRICA I he Intormation contained on this document Is the sole property of NWNA and may not be copied or SIZE SHEET NO REV NO B CIVIL PERMIT ISSUE J R H 02/15/2018 CORPORATE ENGINEERING OFFICE disclosed to others unless authorized by NWNA RFV. REVISION UESCRIPTION DRN. RLV DATE RFV. REVISION DESCRIPTION DRN. REV. DATE RFV. REVISION DESCRIPTION DRN. REV. DATF DRAWN DESIGN FIRM 3401007 1322 CRESTSIDE DRIVE, SUITE too GATE DM VVVC SCALE D C— 003 CONTROL NO COPPELL, TEXAS 75019 8 7 6 5 4 3 2 1 I I 111,11WIN 14� I fiT' I 6 pop. 4 ;1 I WI IT 3 I i L 4 RET WA,6[0, 6 a 4 q Q f a zI d EXISTING BUILDING TV /LI Ll L1 L� f / //J-Z� 1y.� I ELiJ EX. 30 POW�R --`. x I I SILO d � 4 4 <7 4 d d d 4 4 q Q C E_X. 30 POtil`/E U / a d d 4. d d I Q d d q ° .d d 4 7 7-77-7 AZ Jul- OG 07 x -- - -- ___ -- — - - -- --- -- --,--- —_ —_—�' ` I e_ VV _� _,_� -----------_ -_ -_ - _-_ ___ ____- - --_ -_--- ----_- - ---- ----- / - —_ 1 --- 1-- --1-- --f .r --_ --__ -.- '�� - --y" + �` ' - -7`-�` t-"-`- - - `"`_ -._._-___,•_. ,.___ -___.. __..� _./`~ - + '.: �r -- -- -- - - - -- -- -- - _ = ._ ._ ._. _. _ .-_- - - - - - - -. — - - — - - - - - - - -- - - - - _ _ _ __ �.�'..t. - - - - - - _ - _ - - - - �,.'' I I I I I I I I I �. ( ' ' 1 � _._._ `----��--';�-- �, � �,,r-�-�_ -� _ _ ...--�.:=�`-." _ _._-.--_�-�_ — .._- -.---- — __ __ -.� _.—_ r -�,�_ �-� ._- _- -•- -- — — -- =-'— =—�=�'�r ==_-_ _� � .::v.-_-�._ __ __ _ _ _ _ � � -=- --_ -- _- __ _-_ __—�_:__ __ ._. _ _= ��- I i I � -I� I i I i I f% �r/�f �' r7 •y I ��` _ --�" `- ti ��----;-; � i' I f I I I I i I I I I I %� / � �/•� I Lw ililll I I �X 82.5- —I— X ---� x __- z ,,---- h � �/ �_ ..-✓" 1 �-- -` � /% ,F // III / �� � ' mil'— �" � _"• � ~�__._ � ——•_,�., _ I f '�/ / i� / '" •'' \ �\• �.. Jam,.,-_ �' CT�� K I �%� t -. _ --- ___ ___ __-- 81 ___-__ _.-__ . _ _ _ _— — ___. _ __ __.-_...._ -- — — I'�;__ —._ __. -/-9 20 40 "17 1 _-- 7 II l x Jill Jo 1JArRP 0�.„�'P•' rE '. 7YI�"X x_moI! , ^ PRELIMINARY /Jill I NOT PCIR CONSTRUCTION 4 ..�- '. "I I I I I I I I I I f � � r`,,, f � e % / �� � ` % �• �� x ` .__.- li I1 _SIAT '� r // f' i ,lill HASKELL ,,Iivei eA anus Jacksonville, Florida 32202 Phone# (904)791-4500 00 B CIVIL PERMIT ISSUE JRH 02/15/2018 NOW AMLHICA CORPORATE ENGINEERING OFFICE REV. REVISION DESCRIPTION DRN. REV. DATE REV. REVISION DESCRIPTION DRN. REV. DATE REV. REVISION DESCRIPTION DRN. REV. DAIS �W' DE90N FM 3401007 1322 CRESTSIDE DRIVE, SUITE 100 CQi7ROL NOS: COPPELL, TEXAS 75019 8 7 6 5 4 3 WAREHOUSE EXPANSION ZEPHYRHILLS NATURAL SPRING WATER ZEPHYRHILLS, FLORIDA Tbo 4 - la w0w P P I ' nd an Vft dooumont to ila ooN of NFU aid nM not be aaplad or dldooad io oil- -no by Mill, 2 SOUTH GEOMETRY PLAN = OWT MM: D C-122 1 KV. N0. C r.3 U11 m co M co O N 7. L cB .Q N LL c O N c a- C'7 U ti 0 0 0 It co ai E w c aD U- w rn L D in U E A m m 00 co V 00 7- CD N LO V- 21-1 ca L 1 ,W I - O ^0 W a 3 0 U r 0 0 0 v co 6 E cc c m 8 7 6 5 1 4 3 2 1 C r X az.7 ArF; 17 - /OK 'may.. � • _�--- _ _ _ �.�`x ,r- "f � � .--- � — _'--,` �� � r ,''� - i ' �,�'' -�,,.. ___.-.•_ / •�,...�*..'. Yam,,,..- '"+__' _ �,.. l �,. "��_ 1 l —%='r- � f, I'' M- ._�-. ..r"... ,.r-,-... 'r _�- .�^'_ �,_ ''.��' '- r_`' � �_ -�'_ !mil _-.- �—' •�''^ � �- / SUMP r SUMP 78 3Ji 6 r) I E S --' I / �` 1 �75.53 INV=75.23 - - o tCIO � P P -- -- ---_ -i- - _ - -- 2-4Fig- Ni - �- - PPLL - x - I +1 IP 1 �1 LLJ wI t x / J CL U , /f > �� EROSION AND SEDIMENT NOTES: LEGEND: LIMITS OF DISTURBANC00 E / 0 AREA = 0.45 AC (19,565 SF) ! u, 1.EROSION NTR P M / f + THECONTROL PLANS PROVIDE THE MINIMUM REQUIREMENTS TO MEET LOCAL, STATE AND FEDERAL REGULATIONS. THE CONTRACTOR SHALL PROVIDE ADDITIONAL EROSION CONTROL LIMIT OF DISTURBANCE LOD MEASURES AS NECESSARY TO CONTROL SEDIMENT RUNOFF FROM THE SITE. �, 2. THE CONTRACTOR SHALL HAVE A QUALIFIED INSPECTOR ON -SITE FOR EROSION AND SEDIMENT / EIXISTIDJG- I i' CONTROL ACTIVITIES. THE QUALIFIED INSPECTOR SHALL MEET ALL OF THE REQUIREMENTS AS WATE R VALVE `�� I - ! ,�` / I P-1 DROP INLET PROTECTION DENSE WOODS � & BOX .° OUTLINED IN PART IV SECTION A AND B OF THE SPDES GENERAL PERMIT FOR CONSTRUCTION ( B / / 0 / i l / B CIVIL PERMIT ISSUE REV. REVISION DESCRIPTION 8 FX 10'' P` C, Yk!A I'EP '`� ACTIVITIES. _--- ._--- - - -_ ••-. - —_ _--. -- ._____ _____ ___ .. 41" 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 sa, SOD PLACEMENT SF THE CONSTRUCTION ACTIVITIES. -. SF r � 4. SOIL STOCKPILES ON -SITE SHALL BE PROTECTED BY SITE FENCE PLACED AROUND THE BASE OF j I SOD r� THE STOCKPILE. SF SILT FENCE pI f I DS I xdq A 4. 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 i ! ! RUNOFF. DC DUST CONTROL IP 1 6. ALL OTHER DISTURBED AREAS SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION u- 1 i v WITH GROUND COVER AS SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN 14 CALENDAR DAYS i n FROM THE LAST LAND DISTURBING ACTIVITY. N j --�- -._..., ? i'#`1. / E&S SEQUENCE OF CONSTRUCTION: J R H 02/15/2018 DRN. REV. DATE REV. 7 LL.�r/I f +i j 1. INSTALL INLET PROTECTION AND SILT FENCE AS NECESSARY TO PROTECT EXISTING STORM STRUCTURES I -F x — - x - x — T' f 'f i f / / 2. MAINTAIN DUST CONTROL AND STREET SWEEPING TO REDUCE SEDIMENT ON PAVED AREAS _.SOD / / i �,, / /� / 3. ALL AREAS NEED TO BE STABILIZED PRIOR TO REMOVAL OF THE EROSION AND SEDIMENT CONTROL SF F -�- / / MEASURES. 0 20 40 LO - - - I j / /j // % / "THE CONTRACTOR SHALL SUBMIT ALTERNATE PLANS TO THE PROJECT MANAGER AND ENGINEER PRIOR I L pSmall /�� TO DEVIATING FROM THE SEQUENCE OF CONSTRUCTION. j FP i 1 ,r. I - - -- _ � LIMITS OF DISTURBANCE _i ...... DISTURBED AREA: 0.45 AC � -'-' ---AREA0:45AC{19;�,SF) \ — JQ$P1 U Will I PRELIMINARY ,�6; • �\G '; NOT FOR CONSTRUCTION = g 'F -- L-- —� THIS DRAWING IS NOT IN FINAL FORM AND IS BEING TRANSMITTED SOLELY FOR REVIEW, •� ; f I 1 J COMMENT AND INTERPRETATION BY THE PUBLIC AGENCY. FURTHERMORE, THIS DOCUMENT . _ ffff 1P I — -- MAY SUBSEQUENTLY BE REVISED BY THE ENGINEER TO REFLECT RESOLUTION OF ISSUES WITH STATE; Q f I —� THE PUBLIC AGENCY PRIOR TO FINAL ACTION BY THE AGENCY CHANGES, REVISIONS AND �� �• : (`� ,w MODIFICATIONS MAY PROMPT ADDITIONAL DOCUMENT SUBMITTAL FOR AGENCY APPROVAL. �� •e e• ID ••!/•�j•�•� `. laskell enueY HASKELL 11II"IRversideAVVaters Jacksonville, Florida 32202 Phone # (904) 7914500 _ _ NORTH AMLNICA CORPORATE ENGINEERING OFFICE 1322 CRESTSIDE DRIVE, SUITE 100 COPPELL, TEXAS 75019C+ WAREHOUSE EXPANSION ZEPHYRHILLS NATURAL SPRING WATER ZEPHYRHILLS, FLORIDA The IInforwouti f1 owtakwed an this doewtent Y the ad* Wvpr yt of NMU and may not to oopled or dNdcMd to others 1mlw auftwi by N%WK REVISION DESCRIPTION DRN. REV. DATE REV. REVISION DESCRIPTION DRN. REV. DATE °� F�tY 3401007 CONTROL CONTROL NO» DATE: DAL. SCALE 6 5 4 3 2 EROSION AND SEDIMENT CONTROL PLAN SM SHEET NQ: D C-161 1 REV. NO. u C C vs Q T m Q N_ 00 0 N �i N u- d 0 ti O CD co 6 C m Ell LL 8 7 6 5 — do �°"' F r I J Z I ¢ cL ¢ I �� I I c" I I Ou i Ir I T I k I PROJECT BOUNDARY 46,450 SF EXISTING BUILDING 3,341 SF �- — --j (TO BE DEMOLISHED) .. EXISTING PAVED AREA - ASPHALT, 36,109 SF CONCRETE, WALKS, ETC. I! ' TOTAL EXISTING IMPERVIOUS AREA 39,450 SF f WITHIN PROJECT AREA - 0 20 40 I� �- - II �1 II I B CIVIL PERMIT ISSUE REV. REVISION DESCRIPTION 8 JRH 02/15/2018 DRN. REV. DATE I REV. 7 REVISION DESCRIPTION DRN. I REV. DATE I REV. REVISION DESCRIPTION 6 5 4 3 2 1 " PAVING —-- — _ PRELIMINARY NOT FOR CONSTRUCTION I � I I �I J I I � 3LL I 1 f I 1 1 � HASKELL The Haskell Cumpany I I I Rlversldo AvcnLIC nuc Jacksonville.. Florida 32202 Phone 9 (904) 791 A500 NUH I I I Aml HICA CORPORATE ENGINEERING OFFICE DRN. REV. DATE DRA"t DES= FIRM 3401007 1322 CRESTSIDE DRIVE, SUITE 100 Cai1Ra NO- COPPELL, ILXAS 75019 4 3 TI IIS DRAWING IS NOT N FINAI FORM AND IS RFING TRANSMITTED SOLELY FOR REVIEW. COMMENT AND IN I ERPRE IAI ION BY THE PUBLIC AGENCY. FURTHERMORE, THIS DOCUMEN I MAY SUBSEQUENTLY BE REVISED BY THE ENGINEER TO REFLECT RESOLUTION OF ISSUES WITFI THE PUBLIC AGENCY PRIOR TO FINAL ACTION BY THE AGENCY. CHANGES, REVISIONS AND MODIFICATIONS MAY PROMPT ADDITIONAL DOCUMENT SUBMITTAL FOR AGENCY APPROVAL. 1-on C B I — PROJECT BOUNDARY 46,450 SF EXISTING PAVED AREA - ASPHALT, 25,685 SF CONCRETE, WALKS, CURB, PADS, ETC. NEW HEAVY DUTY ASPHALT & CURB 7,931 SF ® NEW HEAVY DUTY CONCRETE DOCKS 5,129 SF ' NEW SIDEWALK 372 SF NEW LIGHT DUTY ASPHALT 193 SF TOTAL POST -CONSTRUCTION IMPERVIOUS AREA 39,310 SF WITHIN PROJECT AREA = 0 20 40 cgs a , Nam` C� � Il`IN�ER �'• .72259 n STATE4. -� OR IV REG. N0. 722 WAREHOUSE EXPANSION IMPERVIOUS SUMMARY PLAN ZEPHYRHILLS NATURAL SPRING WATER ZEPHYRHILLS, FLORIDA the lniom Mm oontokwd an thk "m mis t M the sale prvp�ty of NI NA s� %m NO- REV. NO. nd amay not be copled or d do*W to othws unkm auihatsd py NMIN& DATE: D.M. vwc SII D C —1 "7 0 2 1 10I � I I �I J I I � 3LL I 1 f I 1 1 � HASKELL The Haskell Cumpany I I I Rlversldo AvcnLIC nuc Jacksonville.. Florida 32202 Phone 9 (904) 791 A500 NUH I I I Aml HICA CORPORATE ENGINEERING OFFICE DRN. REV. DATE DRA"t DES= FIRM 3401007 1322 CRESTSIDE DRIVE, SUITE 100 Cai1Ra NO- COPPELL, ILXAS 75019 4 3 TI IIS DRAWING IS NOT N FINAI FORM AND IS RFING TRANSMITTED SOLELY FOR REVIEW. COMMENT AND IN I ERPRE IAI ION BY THE PUBLIC AGENCY. FURTHERMORE, THIS DOCUMEN I MAY SUBSEQUENTLY BE REVISED BY THE ENGINEER TO REFLECT RESOLUTION OF ISSUES WITFI THE PUBLIC AGENCY PRIOR TO FINAL ACTION BY THE AGENCY. CHANGES, REVISIONS AND MODIFICATIONS MAY PROMPT ADDITIONAL DOCUMENT SUBMITTAL FOR AGENCY APPROVAL. 1-on C B I — PROJECT BOUNDARY 46,450 SF EXISTING PAVED AREA - ASPHALT, 25,685 SF CONCRETE, WALKS, CURB, PADS, ETC. NEW HEAVY DUTY ASPHALT & CURB 7,931 SF ® NEW HEAVY DUTY CONCRETE DOCKS 5,129 SF ' NEW SIDEWALK 372 SF NEW LIGHT DUTY ASPHALT 193 SF TOTAL POST -CONSTRUCTION IMPERVIOUS AREA 39,310 SF WITHIN PROJECT AREA = 0 20 40 cgs a , Nam` C� � Il`IN�ER �'• .72259 n STATE4. -� OR IV REG. N0. 722 WAREHOUSE EXPANSION IMPERVIOUS SUMMARY PLAN ZEPHYRHILLS NATURAL SPRING WATER ZEPHYRHILLS, FLORIDA the lniom Mm oontokwd an thk "m mis t M the sale prvp�ty of NI NA s� %m NO- REV. NO. nd amay not be copled or d do*W to othws unkm auihatsd py NMIN& DATE: D.M. vwc SII D C —1 "7 0 2 1 10I co 0) c� a m ca co 00 0 N u7 T_ CU L a) U_ c 0 N Q rn _0 0 N LO 0 0 0 v M cN E M c N _ _ __ _ _ __ - - PRELIMINARY JOINT SEALER & BACKER ROD NOT FOR CONSTRUCTION PER SPECIFICATION 3213 73 THIS DRAWING IS NOT IN FINAL FORM AND IS BEING TRANSMITTED SOLELY FOR REVIEW, Y8" SAWCUT COMMENT AND INTERPRETATION BY THE PUBLIC AGENCY FURTHERMORE, THIS DOCUMENT 00 U MAY SUBSEQUENTLY BE REVISED BY THE ENGINEER TO REFLECT RESOLUTION OF ISSUES WITH d THE PUBLIC AGENCY PRIOR TO FINAL ACTION BY THE AGENCY. CHANGES, REVISIONS AND * ::DO_ CA MODIFICATIONS MAY PROMPT ADDITIONAL DOCUMENT SUBMITTAL FOR AGENCY APPROVAL - REF ACI 330R: THE RECOMMENDED — LENGTH TO WIDTH RATIO IS 1 : 1 WITH SAW CUT 0 w oLU THE MAXIMUM RATIO OF 1.25 : 1 CONTRACTION JOINT 0- � %" SAWCUT Lu EXISTING PAVEMENT NEW PAVEMENT "NOTE: FOR PAVEMENT THICKNESSES LESS THAN SEE TABLE "B" FOR SEE SPECIFICATION SECTION 32 13 13 6-INCHES THICK, NO JOINT REINFORCEMENT SHALL MAXIMUM Y" SAWCUT FOR EARLY ENTRY METHOD TYPE A - END JOINT BE INSTALLED SPACING JOINT DETAIL "A" DETAIL B JOINT SEALER 46 SMOOTH DOWEL =8" " �#8 SMOOTH DOWEL FOR 6"<Ds12" D ol 24' SEE DETAIL "A" USED AT JUNCTIONS WITH THE LOCATIONS WHERE A CONTRACTION JOINT FORMS A T-JOINT %" SAWCUT JOINT (SEALED)SEE DETAIL "B" s 14"DOWEL COATING BACKER ROD Hil /"SAWCUT JOINT (SEALED) FOLLOWING STRUCTURE ELEMENTS AT ANOTHER CONTRACTION JOINT: PLUNGE CUT THE FIRST ° z 3 SEE DETAIL "B" 2" SEE DETAIL "A" -WALLS CONTRACTION JOINT AT LEAST 6" IN DEPTH AT THE LOCATION a 24" LONG SEE DETAIL "A" �D--BASKET ASSEMBLY -JOINT JOINT SEALER PORTLAND CEMENT COLUMNS AS INDICATED ON THE ILLUSTRATION WHERE THE SECOND a ° PLUNGE CUT INTERSECTION 2" MIN. CLOSED END CONCRETE PAVEMENT -EQUIPMENT FOUNDATIONS CONTRACTION JOINT WILL INTERSECT. REFERENCE TABLE B d (TYP.) BAR STOP/DOWEL FOOTINGS FOR JOINT SPACING. N SLEEVE TO FIT DOWEL DRAINAGE/SANITARY STRUCTURES - N �, o AND BE SECURED o C:La a d o o o • . 1y" MIN. CLEARANCE , ST UCKTURE ol DIAMOND DIAMOND DOWEL SYSTEM PREFABRICATED RECTANGULAR LOAD CORK/REDWOOD a a LENGTH SEE DETAIL Y2 DIAMOND PLATE BASKET OR PD3 BASKET EXPANSION JOINT FILLER NON EXTRUDED PREMOULDED d a a SECOND POUR FIRST POUR LENGTH JOINT FILLER (A.S.T.M. D-1751) n SEE DETAIL ° * JOINT FILLER AND DOWEL SUPPORT SHALL BE OF A METHOD APPROVED BY THE PLUNGE CUT DETAIL TYPE " ENGINEER OF RECORDD" -CONSTRUCTION JOINT TYPE "C" -CONTRACTION JOINT TYPE "E" - EXPANSION JOINT TYPE "I" - ISOLATION JOINT c 1 CONCRETE JOINT DETAIL DETAIL NOT TO SCALE CONSTRUCTION NOTE: q 8 GA. SHIPPING WIRE JOINT @ 30" O.C. 7CONTRACTOR SHALL SUBMIT SHOPTYPE C OF POUR TAPERED PLATE DOWELS ° STRA DG AIND CONSTRUCTION VARIES SEE PLANS WELDED AT OPPOSITE ENDS IN VARIES SEE PLANS BASKET AT SPECIFIED s s JOINT LAYOUT FOR APPROVAL 1/4" PER FT. VARIES SEE PLANS 1/4" PER FT. SPACING ON CENTE �'°��'ti.9� F 5���`��� DIAMOND DOWEL PLATE ATTENTION: C c , eIIIr— 1,�F, �- _ , . DIMENSIONS ARE 4y" SO. & PAVEMENT DESIGN LIFE IS C CID° e Z4" . ' t , 6.36" AT THE JOINT 20 YRS. PAVEMENT DESIGN JOINT A TYPE "C" JOINT WHEN EDGE IS 4" OR AS NOTED - _ NOTES: 3 TURNED DOWN FOR CURB 6':MIN' ON PLANS 1. THE LENGTH OF THE PD BASKETO PLATE DOWEL , , LIFE GREATER THAN 20 IS SPECIFIED AS A 12" OR 8" LENGTH TO DELIVER CONSTRUCTION YRS REQUIRE DOWEL PLATE PLAN '� AN EIGHT- OR FOUR- INCH SAW-CUTIIN\�r SECTION "A -All 8" „ „ a . JOINT CORROSION PROTECTION SECTION "A -All GANG INSTALLATION CONSTRUCTION TOLERANCE WHERE EXPOSED TO DEICING P 2. TAPERED PLATE DOWELS PLASMA CUT FROM SALTS. WITH TURNED DOWN EDGE ESQ `� . NOTES: SQ�G�F �PS�� HOT OF 1 ROLLED BAR PER ASTM A36 TO WITHIN 3/16" o e�e� iti�9e 1. TYPE "C" JOINT MAY EITHER BE TOOLED IN WET CONCRETE OR SAWCUT AS SOON AS CONCRETE S 3. THE TAPERED PLATE DOWELS ARE COATED WITH IS HARDENED TO ALLOW CUTTING WITHOUT RAVELING, BUT IN NO CASE TO BE TOOLED OR A DOT APPROVED DEBONDING AGENT TE(-.TYL® ' SAWCUT AFTER 8 HOURS OF PLACEMENT. 2. CONCRETE SHALL BE 3,000 P.S.I.. 506. THE COATING IS UNIFORMLY APPLIED 3. IF SIDEWALK IS EXPOSED TO SEVERE COLD WEATHER CONDITIONS OR DEICING, THEN CONCRETE 1/2" HALF SLAB THICKNESS TO CENTER OF 4SIDE FRAME SUPPORTS FABRICATED FROM 1/4" WITHOUT EXCESSIVE DRIPS THICKNESS. , SHALL BE 4,500 P.S.L. DOWEL TO WITHIN +0 R MINUS 1/8" SLAB DEPTH . C �'� � �, DIAMETER COLD DRAWN WIRE PER ASTM A108 d e a. TABLE OF SIDEWALK JOINTS TYPE LOCATION "C" 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. 8 7 6 5 4V 4 3 III �: I I 2 �► �►► � 1 DRILL & EPDXY 3/-, ("A,IV/n1 ,T , ,,.,T ,��., ��, SAW CUT CONTRACTION JOINT JOINT SEALER & BACKER ROD �PFR SPFCIFI('.ATInN 39 14 73 IIV 1 V C/VO I IIVU /8 J/1 VVVV I JVIIV I kJCMLCU) CONCRETE PAVEMENT SEE DETAIL "A" 0 0 :4 CV DOWEL GREASE DOWEL LENGTH SEE TABLE A TABLE A: TYPE A DOWEL REQUIREMENTS SLAB DEPTH ROUND DOWEL DOWEL SPACING (IN.) DIAMETER CENTER -TO -CENTER (IN.) 6TO7 3/" 12 >7 TO 9 1" 12 >9 TO 11 1 X" 12 TABLE B: CONTRACTION JOINT SPACING SLAB DEPTH (IN.) MAXIMUM JOINT* SPACING (FT.) 5-6 12 > 6 15 GRADE 1010 - 020, 5. ASSEMBLIES MANUFACTURED SO THAT THEY STACK ON TOP OF EACH OTHER FOR NOTES PAVEMENT STRUCTURE THICKNESS TABLE SLAB DEPTH (IN.) DIAMOND LOAD PLATE DIMENSIONS (IN.) DIAMOND LOAD PLATE SPACING CENTER -TO -CENTER, (IN.) 6TO7 YXV22X4Y 18 >7TO9 %X4%X4% 18 >9TO11 %X4%2X4% 27 TRANSPORTATION AND REMAIN STABLE UNDER 1. DIAMOND DOWEL® PLATES PROVIDE MAXIMUM LOAD TRANSFER PERFORMANCE BUT INDUCE NO LATERAL CONCRETE PLACEMENT. 6. END TAPERED PLATE DOWEL CAN BE PLACED UP RESTRAINT. TO 6" FROM JOINT INTERSECTION. 2. DIAMOND DOWEL@ 1/4" AND 3/8" PLATES SAW CUT FROM HOT ROLLED STEEL BAR; 3/4" PLATES SAW CUT 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. B 1 CONCRETE SIDEWALK DETAIL B3 DOWEL BASKET PD3 SYSTEM DETAIL B4 DIAMOND DOWEL DETAIL DETAIL NOT TO SCALE DETAIL NOT TO SCALE DETAIL NOT TO SCALE B FINISH 18" J 61, CONCRETE PAVEMENT (PCC) B GRADE (4,000 PSI DESIGN MIX) a e t de A .e O0° is„R <a JOINTMAPEMOTERID EXPANSION TYPE "C" TYPE "E" CONTRACTION JOINT EXPANSION 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 material requirements of Section Section 200, Florida Proctor 98 Note: Base Course shall extend beyond 911, Florida DOT Standard DOT Std. Specifications (ASTM D 1557) (Top 12" 0 98%) +/- 3% six inches pavement or Specifications for Road do Bridge for Road do Bridge curb. Construction Construction BUILDING AREA SUBBASE: Max. Organic Content - 2% Modified Note: Area of fill and USCS Classification: SP, SM, 12 Inches Proctor 95 % +/- 3% compaction shall extend five feet or other combinations thereof (ASTM D 1557) (Top 12" 0 98X) beyond building perimeter. PAVEMENT AREA SUBBASE Max. Organic Content - 2% USCS Classification: SP, SM, Modified 95 R Note: Area of fill and ML, CL, or other combinations 12 Inches Proctor (Top 12 O 9896) +/- 396 compaction shall extend two feet thereof (ASTM D 1557) beyond pavement limits FILL Max. Organic Content - 2% Modified Proctor 95 % +/- 3% USCS Classification: SC 8 Inches (ASTM D 1557) (Top 12" O 98%) TOP SOIL USCS Classification: CL, CH, ML, 8 Inches Modified Proctor 90 +/- 3% SC or other combinations thereof. (ASTM D 1557) (Top 12 0 98%) NOTES: 1 TEST FREQUENCY IS IDENTIFIED IN PROJECT SPECIFICATION SECTION 02300 - EARTHWORK A2. MATERIAL DESCRIPTIONS APPLY TO ON -SITE AND OFF -SITE MATERIALS. 3 CHANGES TO THE ABOVE CRITERIA CAN ONLY BE MADE WITH APPROVAL OF ENGINEER PAVEMENT STRUCTURE THICKNESS TABLE SLAB DEPTH LOADING TAPERED PLATE DOWEL SPACING DOWEL CENTER -TO -CENTER (IN.) CLASSIFICATION DIMENSIONS (IN.) (IN.) 6T07 H2O gX2X12 18 >7 TO 9 H2O X 2 X 12 18 >9 TO 11 EXTRA HD 7 X 2' X 12 27 BITUMINOUS ASPHALT PAVEMENT MIX DESIGN AND PLACEMENT SHALL BE PER THE LOCAL SUBGRADE r IJ- I I I I " . •.. FDOT LIMEROCK BASE DEPARTMENT OF TRANSPORTATION AND SUBJECT TO THE HASKELL ASPHALT TESTING PROGRAM. ELEV 1I L—I 11 STRUCTURAL FILL EX GRADE `I MATERIAL (IF FILL NEEDED) FINISH FDOT SP 12.5 WEARING COURSE I I I— — — — — — — — PROOF ROLL SURFACE GRADE 18 6" SP-19 BINDER COURSE -III—T—III—III—III-1 I I —III Ti T1'-1 i 1 ITT—,TI---- OF UNDISTURBED SOIL COMPACTED OR STABILIZED —_ SUBGRADE =III —III —III FDOT LIMEROCK BASE UPPER LAYER (SEE NOTE NO. 1) ELEV IIIIII=111— NOTES: I- STRUCTURAL FILL 1. COMPACTED OR STABILIZED UPPER LAYER: IN AREAS WHERE SOFT OR OTHERWISE UNSUITABLE SOILS ARE EX GRADE �I I I MATERIAL (IF FILL NEEDED) IDENTIFIED DURING PROOF ROLLING, THOSE MATERIALS ARE TO BE UNDERCUT OR STABILIZED. iI 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—I i I —I i I —I i I —I i 1- PROOF ROLL SURFACE 2. CONCRETE PAVEMENT SHALL BE 4,000 PSI COMPRESSIVE, 600 PSI FLEXURAL STRENGTH. MIX TO UTILIZE OF UNDISTURBED SOIL NOMINALY"-1" STONE FOR COARSE AGGREGATE, WELL -GRADED IN GENERAL ACCORDANCE WITH ACI-302-04, SECTION 6.3. COMPACTED OR STABILIZED UPPER LAYER (SEE NOTE NO. 1) NOTES: 1. COMPACTED OR STABILIZED UPPER LAYER: IN AREAS WHERE SOFT OR OTHERWISE UNSUITABLE SOILS CONCRETE PAVEMENT STRUCTURE THICKNESS TABLE TYPE SUBBASE BASE CONCRETE ENTRAINED AIR TRUCK PAVEMENT 12" 4" 8" 6.5 ARE IDENTIFIED DURING PROOF ROLLING, THOSE MATERIALS ARE TO BE UNDERCUT AND REPLACED OR STABILIZED. PAVEMENT STRUCTURE THICKNESS TABLE TYPE SUBBASE BASE BINDER COURSE WEARING COURSE LIGHT -DUTY PAVEMENT 12" 6" 2" HEAVY-DUTY PAVEMENT 12" 8" 3" 2" J.M0 T1=. Al SUMMARY OF FILL PLACEMENT A3 CONCRETE PAVEMENT SECTION A4 ASPHALT PAVEMENT SECTION WITHOUT CURB ��� IIf DETAIL NOT TO SCALE DETAIL NOT TO SCALE DETAIL NOT TO SCALE REG. ��. `�9111Cf _ WAREHOUSE EXPANSION GEOMETRY DETAILS HASKELL IThe Haskell Company Nest1 IIIRiversideAenue L ZEPHYRHILLS NATURAL SPRING WATER Jacksonville. Florida32202 ZEPHYRHILLS, FLORIDA Phone# (904)791A500 14 RTH AMFNICA Dw Infe"natim amb°l"ed an thM docummt N Ow We Of N IA SM MEET Na: MV. HIM CIVIL PERMIT ISSUE J R H 02/15/2018 CORPORATE ENGINEERING OFFICE mW nM rat be DT dbdbmd tD � u1I... amby a OE910N C- 520 REV. REVISION DESCRIP11ON DRN. REV. DAiE REV. REVISION DESCRIPTION DRN. REV. DAiE REV. REVISION DESCRIPTION DRN. REV. DAiE D'I FIRM ooi'IiRa NO.: COPPELLELL3401007 i322 CR ,E TEXAS 75019 DRIVE, SUITE ,00 w►1nE O.M.: VWSCALE: 8 7 6 5 4 3 2 1 n 4 EDGE OF CONNECTING ROAD/DRIVE 0 s 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) TENSION BAR TO ENGATE EACH FABRIC LINK END OR GATE POST DETAIL 10T DIPPED GALVANIZED __L POST FILLED WITH 3,000 (MIN.) CRETE & PAINTED YELLOW 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. BARBED WIRE OR TENSION WIRE CARRIAGE BOLT TENSION BAR L P( RI -1 18" X 18" 24" X 24" 30" X 30" 36" X 36" 48" X 48" NOTES: I I —III— i—III—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 Tr)D TCAICInKI IAIIDC /TVD 1 0 z w 0 2!VARIES W U) " EDGE OF PAVEMENT �24" WHITE THERMOPLASTIC STOP BAR NOTES: 4" DOUBLE YELLOW THERMOPLASIC STRIPES 1. 6' UNLESS OTHERWISE 10 CALLED FOR ON PLANS ti CENTERLINE OF DRIVEWAY OR ENTRANCE 2" C3 STOP BAR DETAIL DETAIL NOT TO SCALE 1.39' 01 SUPPORT ARM TO BE VERTICAL OR LEAN INTO PROPERTY 0 LOCK PIN BARBED ;T (TYP.) WIRE (TYP.) 45 DEGREES I KUbb KUU---- I KUbb KUU 35007"' TENSION BAND DETAIL STEEL POST SCHEDULE MINIMUM OUTSIDE DIMENSIONS (NOMINAL) USE AND SECTION FABRIC 72" TO 96" FABRIC OVER 96" CORNER, END & PULL POSTS TUBULAR - ROUND 2.875" O.D. 4.00" O.D. LINE POSTS 2.375" O.D. 2.875" O.D. TUBULAR - ROUND TOP, BOTTOM & BRACE RAILS TUBULAR - ROUND 1.66" O.D. B 1 CHAIN -LINK FENCING DETAIL DETAIL NOT TO SCALE BTA 1 CONCRETE CURB AND GUTTER TAPER GUTTEI Al CURB TRANSITION DETAIL DETAIL NOT TO SCALE B CIVIL PERMIT ISSUE REV. REVISION DESCRIPTION 8 PLAIN PIN %" PLAIN PIN RIVETED FLUSH (TYP.) RIVETED FLUSH (TYP.) 10' MAX. 10' MAX. it CORNER END NOTES: OR PULL POST 1. PROVIDE BRACE PANEL LINE POST WHENEVER STRAIGHT RUNS CORNER POST EXCEED 500 FEET. C4 X DETAIL BARBED-WIRE APRON ON EXTENSION ARMS TOP TENSION WIRE (TYP.) BRACE RAIL TIE WIRES OR iiieCLIPS (TYP.) 0- LTRUSS ROD (VI (3," MIN. DIA.) CHAIN LINK SECURITY FENCE DETAIL BRACE PANEL DETAIL FOR NON -VERTICAL BARBED WIRE SUPPORT POST NOTES FENCE LEGEND 16" MIN. DIA. l q z 1 DETAILS SHOWN ARE TO CLARIFY REQUIREMENTS AND ARE NOT INTENDED TO LIMIT OTHER TYPES OF FENCE SECTIONS AND i� METHODS OF INSTALLATION. TYPE FE6 - CHAIN -LINE FENCE WBARBED-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 '• co TOP OF THE FOUNDATION FE6-TR-96 - CHAIN -LINK SECURITY FENCE WITH BARBED-WIREON SINGLE OUTRIGGER, TOP RAIL, AND 96 INCH FABRICWIDTH. JRH 02/15/2018 DRN. REV. DATE REV. 7 EDGE OF DETECTABLE WARNING 1.6" (MIN) ?.4" (MAX) ON RAMPS THAT ARE PERPENDICULAR WITH THE CURB LINE, THE DOME PATTERN SHALL BE IN -LINE WITH THE DIRECTION OF TRAVEL. ON RAMPS INTERSECTION CURBS ON A RADIUS, THE DOME PATTERN SHALL BE IBN-LINE WITH THE DIRECTION OF TRAVEL TO THE EXTENT PRACTICAL _ O O O TRUNCATED DOME Z X A A �r 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 1.4" (MAX) EXTEND THE FULL WIDTH OF THE RAMP AND IN THE DIRECTION OF TRAVEL 24 * . INCHES FROM BACK OF CURB. THE TOP WIDTH OF THE DOME SHALL BE A fV MINIMUM OF 50% AND A MAXIMUM OF 65% + OF THE BASE DIAMETER. N SECTION A -A 0 A2 DETECTABLE WARNING - WITH TRUNCATED DOMES DETAIL NOT TO SCALE REVISION DESCRIPTION DRN. REV. DATE REV. REVISION DESCRIPTION 6 5 FINISH FLOOR I� CID PAVED 3' / BUILDING FACE TYPE F EXPANSION JOIN 1 /4"/FT. 3„ SEE PLANS FOR d1 7-1 FINISH GRADES /I `---3,500 P.S.I. CONCRETE COMPACTED SUBGRADE SECTION A -A A3 3 FT CONCRETE RODENT STRIP DETAIL DETAIL NOT TO SCALE HASKELL The Haskell Company I I I Riverside Avenue Jacksonville, Florida 32202 Phone # (904) 791-4500 DRN. V. DATE ORAVO1` DowM 3401007 ' 4 2 1 PPRELIMINARY T FOR CON87AUCT10N DRAWING IS NOT IN FINAL FORM AND IS BEING TRANSMITTED SOLELY FOR REVIEW, MENT AND NTERPRETATION BY THE PUBLIC AGENCY. FURTHERMORE, THIS DOCUME SUBSEQUENTLY BE REVISED BY THE ENGINEER TO REFLECT RESOLUTION OF ISSUES PUBLIC AGENCY PRIOR TO FINAL ACTION BY THE AGENCY CHANGES, REVISIONS AN[ IFICATIONS MAY PROMPT ADDITIONAL DOCUMENT SUBMITTAL FOR AGENCY APPROVA NOT TO SCALE —TIE WIRES (TYP.) LINE POST CHAIN LINK FABRIC 0 (9GAGE, 2" MESH W/ FABRIC SLATES) FFE 0 i;: LINE POST GO LL X BOTTOM RAIL (TYP.) �1q4Pj&RjF�:j1F NI GRADE a q r> CONCRETE BASE e• 10' MAX. 10' MAX. LINE POSTS TO BE EQUALLY SPACED CHAIN LINK SECURITY FENCE DETAIL CONCRETE RODENT STRIP NORTI I AMCRKA CORPORATE ENGINEERING OFFICE 1322 CRESTSIDE DRIVE, SUITE 100 COPPELL, TEXAS 75019 3 TOP APPROVED GRAN BASE MATE d. TIE WIRES (TYP.) a 10' MIN. DIA. 'NT Q_ A4CONCRETE HEADER CURB DETAIL =-�� ��---°°�`°R' DETAIL NOT TO SCALE WAREHOUSE EXPANSION GEOMETRY DETAILS ZEPHYRHILLS NATURAL SPRING WATER ZEPHYRHILLS, FLORIDA ald OOpIb or �OIOM11 t0 ONhff�IM1��M IINA. of NWA ON MET NO.: �1/• NQ DAB: �.: Vw�c �: D C- 521 2 1 0 C 7 C.a 5 0 3 2 1 PRELIMINARY NOT FOR CONSTRUCTION c ci X DETAIL B1 X DETAIL TEE E PLAIN EN[ PVC NOT TO SCALE NOT TO SCALE "VC BELL JOINT RESTRAINED BELL JOINT L ANGLE OF DIRECTION CHANGE UPPED VERTICAL OFFSET L ANGLE OF DIRECTION CHANGE HORIZONTAL BENDS LOWER BEND ANGLE OF DIRECTION CHANGE Al MECHANICAL RESTRAINT LENGTHS AND DETAILS DETAIL NOT TO SCALE B, CIVIL PERMIT ISSUE REV. REVISION DESCRIPTION 8 FLOW JRH 02/15/2018 DRN. REV. DATE REV. 7 t�O LAMPIN RING O PLAIN END O PVC BELL RING O SECTIONS C2 DETAIL B2 X DETAIL +iir��►�T�l NOT TO SCALE NOT TO SCALE L FLOW REDUCER MECHANICAL JOINT SLEEVES FOR DISSIMILAR PIPE MATERIALS y L y j !. A FLOW C3 X DETAIL B3 X DETAIL RUN RUN NOT TO SCALE NOT TO SCALE BRANCH NOTES: DEAD END 1. ALL FITTINGS MUST BE RESTRAINED BY ONE OF THE FOLLOWING METHODS. 1.1. MECHANICAL RESTRAINERS AT FITTINGS AND ADJACENT TO A LENGTH AS SPECIFIED ON THE FOLLOWING CHART. 1.2. TIE RODS AT FITTINGS THROUGH JOINTS TO A LENGTH AS SPECIFIED IN CHART TABLE ASSUMPTIONS ** ** 2. PVC PIPE, SAFETY FACTOR=1.5, TEST PRESSURE=150 P.S.I., 3BURY DEPTH, TO TOP OF PIPE, BRANCH ON TEE IS 1 SIZE SMALLER THAN RUN OF TEE SIZE AND 20' THRUST = P 0 �101. THRUST = P OF PIPE IS INSTALLED PAST THE TEE ON THE RUN SIDE. 3. VERTICAL OFFSETS ARE 3DEEP ON TOP AND 8' DEEP ON BOTTOM. RESTRAINED MECHANICAL JOINT IN LINE VALVE 4. REDUCERS ARE CALCULATED FOR 1 SIZE REDUCTION. 5. ALL OTHER CONDITIONS WILL REQUIRE ADDITIONAL CALCULATIONS. REVISION DESCRIPTION DRN. REV. DATE REV. REVISION DESCRIPTION 6 5 TYPICAL PROFILE BELL JOINT TO PLAIN END WITH MECHANICAL RESTRAINERS TYPICAL PROFILE** MECHANICAL JOINT TO PLAIN END W/MECHANICAL RESTRAINERS MIN. LENGTH TO BE RESTRAINED ON EACH SIDE OF FITTING w w w¢�c�n w _ Q CO W mZ ° U N� W J W w co U) w LL W _ O W � W Z Z m ? 0OOf ZO Cn O S W F- d W Q011� U W a' W N Z Z J Q H O a O � O O O ¢ Z ¢ v_ O � O z cl�W O N � Z ]� OZ N C O O O= Z �z N oZ W W d' N UJ `7 J J J 4 2 4 7 18 20-RUN 1-BRANCH 39 16/3 8/1 N/A 6 2 5 10 25 20-RUN 1-BRANCH 55 23/4 11/2 28 8 3 1 6 13 32 20-RUN 1-BRANCH 72 30/5 14/3 30 10 4 8 16 38 20-RUN 1-BRANCH 86 36/6 17/3 29 12 4 9 19 45 102 42/8 20/4 50 Haskell Com HASKELL IIIRiverside A enue Jacksonville, Florlde 32202 Phone # (904)791-4500 DRN. REV. DATE DRAY" 'Mm .. 3401007 11301111111M4 ra, , I =I 1p�pw NORTH AMFRI( A CORPORATE ENGINEERING OFFICE 1322 CRESTSIDE DRIVE, SUITE 100 COPPELL, TEXAS 75019 3 C4 X DETAIL NOT TO SCALE B4 X DETAIL NOT TO SCALE n1Iin NOTES: 1. CONCRETE SHALL BEAR AGAINST UNDISTURBED EARTH A4 THRUST BLOCKS DETAIL DETAIL I NOT TO SCALE 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 SIZE OF PIPE, IN. 6 8 10 12 14 CONC. REQ'D.,CU,FT. 4.5 8 12 24 32 DIMENSION "X", IN. 18 18 18 24 24 DIMENSION "Y", IN. 24 30 42 48 1 54 0 cI r.� PLUG J 0 S HjUA1 R14191r1G14, P. E. .1 '. ;' �-A A S1,tT_tr y WAREHOUSE EXPANSION UTILITY DETAILS ZEPHYRHILLS NATURAL SPRING WATER ZEPHYRHILLS, FLORIDAthe�p aid OOOW or�&& Md to GUNIMM ulnlew aufhoi�d by NON& Of 91� 9 ET NO.: DAM DAL',,,,� 3: D C- 530 2 1 MV N0. II I t - __j I I I I 1 I_ IL I L 1 II 8 7 6 5 4 3 2 1 D D C C B B A A 8 7 6 5 4 3 2 1 PRELIMINARY NOT PoP CON8IPUCIION C1 C2C3 C4 '��S�EN�,,«���o,,.v���o��,.Ea�i6a,x�P,��,ESE„oNL4eFlPNiIIIIIIEIIIIII E� 7 C.a 5 cl CONCRETE JOINT DETAIL DETAIL NOT TO SCALE C TOP OF ROOT BALL SHALL BE EVEN WITH OR SLIGHTLY (7) ABOVE LANDSCAPE GRADE 3" ORGANIC MULCH LAYER 3" CONTINUOUS SOIL SAUCER ROPES AT TOP OF BALL SHALL BE CUT REMOVE TOPY OF BURLAP AND ALL NOWBIOGRADEABLEMATERIAL. SCARIFY SIDES OF HOLE NATIVE SOIL AND BACKFILL SHALL BE WATERED AND GENTLY COMPACTED LEAVE EXISTING SUBGRADE UNDISTURBED TO AVOID SETTLING B 1 PLANTING DETAIL (SHRUBS) B DETAIL NOT TO SCALE NEW TREELINE (LIMITS OF CLEARING) HEAVY DUTY ORANGE (OR OTHER BRIGHTLY 8' MAX. COLORED) BARRIER FENCE In PLAN VIEW 4' HIGH 2X4 WOOD STAKES OR EQUIVALENT METAL STAKE It 8' MAX. HEAVY DUTY ORANGE (OR OTHER BRIGHTLY COLORED) BARRIER FENCE n n n+--mod' HIGH 9Xd Worn gTAKF.q C)R POI IIVAI FNT II-T.-V.7.-V1....-V.V-.-V14-VP.V'1-V1-V.-V0 iT AAV - - - - - - - ...♦1 ►I... 0 0.........♦.♦...1......... t.............t...............I.9'A VA FIN W MA N .A r.......•.....f.....L.A.A.A.�.�.o &V.V.T.V0.....V..o.•..O..O.v • SECTION VIEW PROTECTION PLAN. INDIVIDUAL TREE q8' MAX O,C. Al TREE BARRICADE DETAIL DETAIL NOT TO SCALE B CIVIL PERMIT ISSUE REV. REVISION DESCRIPTION 8 4' HIGH 2X4 WOOD STAKES 1 X4TOP RAIL MIN. OUTSIDE LIMITS OF DRIPLINE NOTES.- 1. NO CONSTRUCTION MATERIAL SHALL BE STORED INSIDE TREE PROTECTION AREA. 2. TREE PROTECTION SHALL REMAIN UNTIL SUBSTANTIAL COMPLETION OR APPROVAL OF THE LANDSCAPE ARCHITECT. 3. NO CLEANING OF EQUIPMENT OR DISPOSAL OF ANY WASTE MATERIALS IN THE PROTECTED AREA. 4. TREE PROTECTION METHODS MAY VARY UPON APPROVAL OF THE LANDSCAPE ARCHITECT. JRH 02/15/2018 DRN. REV. DATE REV. 7 C2 DETAIL NOT TO SCALE IRRIGATION SCHEDULE FOR PLANTED TREES/PALMS SIZE OF NURSERY STOCK IRRIGATION SCHEDULE FOR VIGOR 1 3 IRRIGATION SCHEDULE FOR SURVIVAL 2,3,4 < 2 INCH CALIPER DAILY FOR 2 WEEKS; EVERY OTHER TWICE WEEKLY FOR 2.3 DAY FOR 2 MONTHS; WEEKLY UNTIL MONTHS ESTABLISHED 2-4 INCH CALIPER DAILY FOR 1 MONTH; EVERY OTHER TWICE WEEKLY FOR 3.4 DAY FOR 3 MONTHS; WEEKLY UNTIL MONTHS ESTABLISHED > 4 INCH CALIPER DAILY FOR 6 WEEKS; EVERY OTHER TWICE WEEKLY FOR 4.5 DAY FOR 5 MONTHS; WEEKLY UNTIL MONTHS ESTABLISHED NOTES ON IRRIGATION: 1) DELETE DAILY IRRIGATION WHEN PLANTING IN WINTER. IRRIGATION FREQUENCY CAN BE REDUCED SLIGHTLY (EX. 2-3 TIMES EACH WEEK INSTEAD OF EVERY OTHER DAY) WHEN PLANTING HARDENED -OFF, FIELD -GROWN TREES THAT WERE ROOT -PRUNED DURING PRODUCTION. ESTABLISHMENT TAKES 3 (HARDINESS ZONES 10-11) TO 4 (HARDINESS ZONES 8-9) MONTHS PER INCH TRUNK CALIPER. 2) IRRIGATION FREQUENCY CAN BE REDUCED SLIGHTLY (EX. TO ONCE OR TWICE EACH WEEK) WHEN PLANTING HARDENED -OFF, FIELD -GROWN TREES THAT WERE ROOT -PRUNED DURING PRODUCTION. 3) AT EACH IRRIGATION, APPLY 2-3 GALLONS PER INCH TRUNK CALIPER TO THE ROOT BALL. APPLY WATER IN A MANNER SO ALL WATER SOAKS INTO THE ROOT BALL. DO NOT WATER IF ROOT BALL IS WET/SATURATED ON THE IRRIGATION DAY. 4) TREES TAKE MUCH LONGER TO ESTABLISH THAN 3-4 MONTHS PER INCH TRUNK CALIPER. IRRIGATE IN DROUGHT THE FOLLOWING SUMMER. B2 IRRIGATION NOTES AND SCHEDULE DETAIL NOT TO SCALE GUY WIRE SHALL BE DOUBLE STRAND STEEL WIRE ATTACHED AS Y3 HEIGHT OF TREE ENCASE WIRE AROUND TREE TRUNK IN 2 PLY GARDEN HOSE LOCATE 2 ANCHOR STAKES 18" AWAY FROM TREE TRUNK. T-RAIL IRON STAKE OR ACCEPTABLE WOODEN SUBSTITUTE. ANCHOR FIRMLY. TOP OF ROOT BALL SHALL BE EVEN WITH OR SLIGHTLY (7) ABOVE LANDSCAPE GRADE 18" 3" ORGANIC MULCH LAYER MIN _ 3" CONTINUOUS SOIL SAUCER ROPES AT TOP OF BALL SHALL BE CUT REMOVE TOPY OF BURLAP AND ALL -I-I I- NON-BIODEGRADEABLE MATERIAL. SCARIFY SIDES OF HOLE WITH SHOVEL NATICE SOIL BACKFILL. WATER AND 12" TAMP TO REMOVE AIR POCKETS MIN UNDISTURBED SUBGRADE A2 � PLANTING DETAIL (EVERGREEN) DETAIL NOT TO SCALE REVISION DESCRIPTION DRN. REV. DATE REV. REVISION DESCRIPTION 6 5 LANDSCAPE NOTES: 1. FOR SITE GRADING AND EROSION CONTROL, SEE CIVIL PLANS. 2. ALL SUBSTITUTIONS TO BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 3. SHRUBS SHALL BE SPACED AS SHOWN ON PLANT LIST. TREES SHALL BE INSTALLED AS SHOWN ON DRAWINGS UNLESS OTHERWISE APPROVED BY THE LANDSCAPE ARCHITECT. WHERE FIELD ADJUSTMENTS SEEM NECESSARY, THE LANDSCAPE ARCHITECT SHALL BE CONTACTED FOR REVIEW. 4. WITHIN A PLANTING BED, A MINIMUM OF ONE PLANT PER TYPE SHALL HAVE A DURABLE WATERPROOF LABEL WITH WATER RESISTANT INK LEGIBLE AT TIME OF FINAL INSPECTION. TAGS TO BE REMOVED BY SUBCONTRACTOR WITHIN TWO DAYS OF FINAL INSPECTION. 5. ALL BERMS AND EARTHWORK BY LANDSCAPE SUBCONTRACTOR SHALL HAVE POSITIVE DRAINAGE AFTER LANDSCAPE INSTALLATION. BERMS TO BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO PLANTING. 6. ALL TREES WITH 5" CALIPER AND OVER SHALL BE TRIPLE STAKED OR GUYED. STAKING METHOD MAY VARY UPON APPROVAL OF THE LANDSCAPE ARCHITECT. 7. PLANTING HOLES SHALL BE TWICE THE DIAMETER OF THE ROOT BALL AND THE SAME DEPTH AS THE ROOT BALL. BACKFILL SHALL OCCUPY THE VOIDS SURROUNDING AND ENCOMPASSING THE ROOT BALL. SUCH BACKFILL SHALL BE COMPOSED OF EXISTING SOIL, AND COMPACTED THOROUGHLY AND FIRMLY TO REMOVE AIR POCKETS AND VACUOLES. 8. ALL PLANT BEDS SHALL BE 'V' EDGED TO DEFINE BEDS AND GRASSED AREAS, ONE FOOT WIDER THAN THE REACH OF THE MOST ADJACENT SHRUBS, AND MULCHED TO A UNIFORM DEPTH OF 3" WITH SHREDDED HARDWOOD TYPE OF MULCH TO BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 9. A BERM SHALL BE CREATED AROUND THE ROOT BALL OF EACH SHRUB AND TREE TO FORM A SAUCER AREA FOR WATER RETENTION. 10. ALL DISTURBED AREAS ARE TO BE SODDED. SOD FIVE FEET FROM EDGE OF ALL NEW PAVEMENT AREAS. 11. ALL WORK SHALL BE PERFORMED IN A FINISHED AND WORKMANLIKE MANNER TO THE ENTIRE SATISFACTION OF THE OWNER AND IN ACCORDANCE WITH THE BEST RECOGNIZED TRADE PRACTICES. 12. ALL WORK IS SUBJECT TO INSPECTION BY THE OWNER AND/OR HIS REPRESENTATIVE AT ANY TIME DURING THE COURSE OF THE WORK. IMPROPERLY EXECUTED WORK AND/OR REJECTED WORK SHALL BE REPLACED IMMEDIATELY. THE OWNER SHALL NOT BE OBLIGATED TO MAKE PAYMENT FOR WORK AND/OR PLANTS OR OTHER MATERIALS WHICH FAIL TO MEET THE REQUIREMENTS OF THE DRAWINGS AND SPECIFICATIONS. 13. ALL TREES AND SHRUBS SHALL BE FLORIDA NO. 1, IN FULL LEAF, FREE OF INSECT AND DISEASE, FREE OF NUTRITIONAL DEFICIENCY, EXHIBIT GOOD COLOR AND CHARACTER, AND SIZED AT NO LESS THAN NOTED IN THE PLANT LIST ON DRAWINGS. 14. TREES SHALL CONFORM TO STANDARDS AS SET FORTH IN THE INTERNATIONAL SOCIETY OF ARBORCULTURE PUBLICATION "Tree & Shrub Transplanting Manual" AND "American Standards for Nursery Stock" OR SIMILAR PUBLICATION. 15. SOD TO BE PENSACOLA BAHIA SOLID SOD. WET GROUND SURFACE LIGHTLY BEFORE LAYING SOD . BUTT JOINTS TIGHT AND STAGGER ADJACENT JOINTS, ESPECIALLY ON SLOPES. 16. TOPSOIL SHALL BE INDIGENOUS TO THE AREA, NATURALLY FERTILE AND OF A LOAMY SAND NATURE WITH GOOD PERCOLATION PROPERTIES. 17. FERTILIZER TO BE A COMPLETE COMMERCIAL MIXTURE: 8-8-8. 50% ORGANIC MICRO -ELEMENTS. FERTILIZE AFTER INSTALLATION: 2 LBS./100 SF BED AREAS. 1 LB./CALIPER INCH OF TREES WITHIN THE TREE DRIPLINE. B3 I LANDSCAPE NOTES I DETAIL I NOT TO SCALE NOTES: 1. PLACE THE ROOT BALL IN THE HOLE SO THE TOP MOST ROOT IS EVEN WITH OR SLIGHTLY (2") ABOVE THE LANDSCAPE GRADE. 2. APPLY WATER AND TAMP SOIL WHILE BACKFILLING. 3. LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR SUPPLYING WATER TO INSTALLED PLANT MATERIAL PRIOR TO FINAL ACCEPTANCE. 4. USE 2" STAKES FOR TREES LESS THAN 2" IN CALIPER. 5. STAKING METHOD MAY VARY UPON APPROVAL OF LANDSCAPE ARCHITECT. 2X BALL DIAMETER MIN. A3 I PLANTING DETAIL (DECIOUS TREE) 2 PLY GARDEN HOSE (SEE DETAIL ABOVE) 12" LONG SURVEYORS TAPE @Y GUY WIRE 12 GUAGE GUY WIRE 3" ORGANIC MULCH LAYER (AVOID MULCHING NEAR TRUNK) 3" CONTINUOUS SOIL SAUCER 36" 2 X 2 STAKE ROPES AT TOP OF BALL SHALL BE CUT REMOVE TOPY OF BURLAP AND ALL NON-BIOGRADEABLE MATERIAL SCARIFY SIDES OF HOLE NATIVE SOIL BACKFILL SHALL BE WATERED AND TAMPEDTO REMOVE AIR POCKETS EXISTING SUBGRADE SHALL BE LEFT UNDISTURBED DETAIL j NOT TO SCALE HASKELL The Haskell Company I 1 I Riverside Avenue Jacksonville, Florida 32202 Phone # (904)791-4500 DRN. REV. DATE °RAw"' W., 3401007 4 TWISTED 12 GAUGE WIRE 2 PLY GARDEN HOSE NORTI I AMERICA CORPORATE ENGINEERING OFFICE 1322 CRESTSIDE DRIVE, SUITE 100 COPPELL, TEXAS 75019 3 LANDSCAPE SUBCONTRACTOR'S RESPONSIBILITIES: 1. LANDSCAPE SUBCONTRACTOR SHALL BE RESPONSIBLE FOR INVESTIGATING SOIL AND SUB -SURFACE CONDITIONS. 2. LANDSCAPE SUBCONTRACTOR SHALL BE RESPONSIBLE TO VERIFY PLANT QUANTITIES ON PLANT LIST. SUBCONTRACTOR IS RESPONSIBLE FOR SQUARE FOOT ESTIMATE OF ALL SEED AND SOD AREAS. 3. SITE UTILITIES ARE SHOWN ON THE CIVIL PLANS. IT SHALL BE THE SUBCONTRACTOR'S RESPONSIBILITY TO VERIFY THE LOCATION OF ALL UTILITIES WITHIN THE LIMITS OF WORK. ALL DAMAGES MADE TO EXISITING UTILITIES BY THE SUBCONTRACTOR SHALL BE THE SOLE RESPONSIBILITY OF THE SUBCONTRACTOR AND SHALL BE REPAIRED AT NO EXPENSE TO THE OWNER. 4. THE LANDSCAPE SUBCONTRACTOR SHALL ADHERE TO THE WRITTEN SPECIFICATIONS AND PLANS FOR ALL PHASES OF LANDSCAPE INSTALLATION. 5. LANDSCAPE SUBCONTRACTOR SHALL MAINTAIN NEW LANDSCAPE AND MONITOR ALL NECESSARY OPERATIONS UNTIL FINAL ACCEPTANCE BY THE OWNER. LANDSCAPE SUBCONTRACTOR TO REPLACE DEAD OR DISEASED PLANT MATERIALS. 6. LANDSCAPE SUBCONTRACTOR SHALL GUARANTEE ALL PLANT MATERIALS FOR A PERIOD OF 90 DAYS; ALL TREES FOR ONE YEAR FROM THE DATE OF ACCEPTANCE. DECIDUOUS TREE IRRIGATION SCHEDULE SIZE OF NURSERY STOCK IRRIGATION SCHEDULE FOR VIGOR 1.3 IRRIGATION SCHEDULE FOR SURVIVAL 2.3.4 < 2 INCH CALIPER DAILY FOR 2 WEEKS; EVERY OTHER TWICE WEEKLY FOR 2-3 DAY FOR 2 MONTHS; WEEKLY UNTIL MONTHS ESTABLISHED 2-4 INCH CALIPER DAILY FOR 1 MONTH; EVERY OTHER TWICE WEEKLY FOR 3-4 DAY FOR 3 MONTHS; WEEKLY UNTIL MONTHS ESTABLISHED > 4 INCH CALIPER DAILY FOR 6 WEEKS; EVERY OTHER TWIG WEEKLY FOR 4-5 DAY FOR 5 MONTHS; WEEKLY UNTIL MON HS ESTABLISHED NOTES ON IRRIGATION: 1) DELETE DAILY IRRIG TION WHEN PLANTING IN WINTER. IRRIGATION FREQUENCY CAN BE REDUCED SLIGHTLY (EX. 2-3 TIMES EACH WEEK INSTEAD OF EVERY OTHER DAY) WHEN PLANTING HARDENED -OFF, FIELD -GROWN TREES THAT WERE ROOT -PRUNED DURING PRODUCTION. ESTABLISHMENT TAKES 3 (HARDINESS ZONES 10-11) TO 4 (HARDINESS ZONES 8-9 MONTHS PER INCH TRUNK CALIPER. 2) IRRIGATION REQUENCY CAN BE REDUCED SLIGHTLY (EX. TO ONCE OR TWICE EACH WEEK) WHEN PLANTING HARDENED -OFF, FIELD -GROWN TREES THAT WERE ROOT -PRUNED DURING PRODUCTION. 3) AT EACH IRRIGATION, APPLY 2-3 GALLONS PER INCH TRUNK CALIPER TO THE ROOT BALL. APPLY WATER IN A MANNER SO ALL WATER SOAKS INTO THE ROOT BALL. DO NOT WATER IF ROOT BALL IS WET SATURATED ON THE IRRIGATION DAY. 4) TREES TAKE MUCH LONGER TO ESTABLISH THAN 3-4 MONTHS PER INCH TRUNK CALIPER. IRRIGATE IN DROUGHT THE FOLLOWING SUMMER. SOURCE: FLORIDA URBAN FORESTRY COUNCIL AND DR. EDWARD F. GILMAN, UNIVERSITY OF FLORIDA. GAINESVILLE. UPDATED JUNE 1999 NOTES: 1. D=SPACING (O.C.) AS NOTED IN PLANT LIST OR ON PLAN. 2. ALL GROUNDCOVERS SHALL BE INSTALLED USING TRIANGULAR SPACING TO CREATE A MORE EVEN VISUAL APPEARANCE. rINISH GRADE 3" MIN. ORGANIC MULCH LAYER PLANTING SOIL MIXTURE AS PER NOTES AND SPECIFICATIONS iUBGRADE LOOSENED TO i' 0 li Q Z� �Z O �V j cc O WLL 19 r) L Z Dao > 0 n Z LL W O LL U < � vT, T 0' = Z J U o�o�z w >W5 <- < - u, O = F U W � J F LL LL U ZZ�Z>CZ1:91 a U U C7 U7 I-W�WZ ZQWFW w U Z Y � �mZZS oaW�� 4Qo 1,1 Zz �ZaE o- 0 � Woo zfl�WFrW �LLmao_ 0 w J Y > Z ~ ~ U CO ZZz w zoo<Z z�a<o ul U F < Z m m U 0'w�� o a u L 0 >. w o °<MO 2" DEPTHPN �.P\Ga�' 9 UNDISTURBED SUBGRADE y;' ' # 156C; ST rrE GROUND COVER PLANTING DETAIL����•10 '` A ,� CORIO - DETAIL NOT TO SCALE 4�tweaxn� WAREHOUSE EXPANSION LANDSCAPE DETAILS ZEPHYRHILLS NATURAL SPRING WATER ZEPHYRHILLS, FLORIDA the Wo�p�y awd may nnot be copied or contained �d halos d bo ollmsthis t M � arUai�d by NW& of NIM SIB 9iET NO.: IIEV. NQ DAM .: VwC "Il D L- 5 2 0 2 1 SECTION VIEW CI I L' IN I LIII I I I P 1 v C u W G STRUCTURAL DESIGN CRITERIA CODES/STANDARDS FLORIDA BUILDING CODE 5th EDITION AMERICAN SOCIETY OF CIVIL ENGINEERS — ASCE 7-10 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES AMERICAN CONCRETE INSTITUTE - ACI 318-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE AMERICAN CONCRETE INSTITUTE - ACI 360R-10 DESIGN OF SLABS -ON -GROUND AMERICAN CONCRETE INSTITUTE - ACI 530-11 BUILDING CODE REQUIREMENTS AND SPECIFICAMASONRY STRUCTURES AMERICAN INSTITUTE OF STEEL CONSTRUCTION — AISC 360-10 SPECIFICATION FOR STRUCTURBUILDINGS AMERICAN WELDING SOCIETY - AWS D1.1 2015 STRUCTURAL WELDING CODE STEEL JOIST INSTITUTE - SJI 43RD EDITION STANDARD SPECIFICATIONS AND LOAD TABLES JOISTS AND JOIST GIRDERS STEEL DECK INSTITUTE - DIAPHRAGM DESIGN MANUAL 4th EDITION NO. DDM04 FLOOR DECK DESIGN MANUAL 1st EDITION NO. FDDM SDI ROOF DECK DESIGN MANUAL NO. RDDM. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION OSHA PART 1926 SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION. FACTORY MUTUAL FM GLOBAL — CURRENT FM PROJECT LOSS PREVENTION DATA SHEETS: 1-28 DESIGN WIND LOADS 1-29 ROOF DECK SECUREMENT AND ABOVE DECK ROOF COMPONENTS 1-28R & 1-29R ROOF SYSTEMS 1-31 METAL ROOF SYSTEMS 1-54 ROOF LOADS FOR NEW CONSTRUCTION WIND LOADS: OCCUPANCY CATEGORY ................................................. II (NORMAL USE) BASIC WIND SPEED, V........................................................ 137 MPH EXPOSURE CATEGORY.............................................................. C ENCLOSURE CLASSIFICATION..................................................... ENCLOSED MEAN ROOF HEIGHT..........................................................41 FEET INTERNAL PRESSURE COEFFICIENT (FOR ENCLOSED BUILDINGS) .................. +1- 0.18 DESIGN WIND PRESSURES FOR COMPONENTS AND CLADDING SEE SEPARATE TABLE BELOW THIS PROJECT IS/IS NOT LOCATED IN THE WIND BOURNE DEBRIS REGION. IMPACT GLAZING IS/IS NOT REQUIRED. Wind Pnassums - tlL71M ATE [1 -OW1 {a : Tributary Roof: uplift Walls: Inward Outward Overhanus: .. Area Zone 1 Zone 2 Zone 3 Zones 4 & 5 Zone 4 Zane 5 Zone 1 812 Zone 3 10 -51 -86 -130 47 -51 -63 -82 -130 20 - 50 -77 -108 45 -49 -69 -80 -103 50 -49 -64 -77 42 -46 -53 -70 -69 100 -47 -56 -56 40 -44 49 -77 --43 200 -47 -56 -56 38 -42 --45 -69 -43 0 -47 1 -56 1 -56 35 1 -39 1 -39 -56 1 -43 Flax Positive Pressure = 1 21 LOADS DEAD LOADS: ROOF: ROOFING MATERIAL (INSULATION, ROOFING MATERIAL, BALLAST) .................. 2 PSF ROOF FRAMING (ROOF DECKING AND FRAMING) ................................... 6 PSF COLLATERAL LOADS (EQUIPMENT/PIPING/FUTURE UPGRADE CAPACITY) ................ 6 PSF TOTAL..................................................................... 14 PSF LIVE LOADS (REDUCTIONS TAKEN WHERE PERMITTED BY CODE): ROOF: ROOFS..................................................................... 20 PSF NOTE: FUTURE EXPANSION WAS NOT CONSIDERED FOR THIS PROJECT "a" "a" TYP. TYP. Platt =17'-6" WALL DIAGRAM FOR COMPONENT & CLADDING ZONES NOTES: 1. POSITIVE AND NEGATIVE SIGNS SIGNIFY PRESSURES ACTING TOWARDS AND AWAY FROM THE BUILDINGS SURFACES, RESPECTIVELY. 2. FOR EFFECTIVE AREA BETWEEN VALUES GIVEN, INTERPOLATION MAY BE USED OTHERWISE USE THE LOWER EFFECTIVE AREA. 3. BUILDING IS ENCLOSED. 4. VALUES GIVEN IN TABLE INCLUDE 1.0 IMPORTANCE FACTOR PER ASCE 7-10. 5. PRESSURES SHOWN ARE ULTIMATE STRENGTH LEVEL. MULTIPLY PRESSURES GIVEN IN TABLE BY 0.6 TO OBTAIN SERVICE LEVEL PRESSURES. 6. TO OBTAIN NET ROOF UPLIFT FOR JOISTS AND JOIST GIRDERS USE VALUES GIVEN IN TABLE WITH MAXIMUM DEAD LOAD OF 5 PSF PLUS JOIST SELF WEIGHT AND A LOAD COMBINATION OF 0.6DL-0.6WL. 7. THE ABOVE TABLE ASSUMES A DIRECTIONALITY Kd FACTOR OF 0.85. 1. S-001 GENERAL NOTES 2. S-002 CONCRETE NOTES AND MATERIALS TABLE D 3. S-105 ROOF FRAMING DEMO PLAN 4. S-111 FOUNDATION PLAN 5. S-120 ROOF FRAMING PLAN 6. S-501 FOUNDATION DETAILS 7. S-521 ROOF FRAMING DETAILS 8. S-531 TILT UP PANEL DETAILS STRUCTURAL ABBREVIATIONS AB ANCHOR BOLT FLR FLOOR PNL PANEL ALT ALTERNATE FOM FACE OF MASONRY POLY POLYETHYLENE ALUM ALUMINUM FS FAR SIDE PREFAB PREFABRICATED ARCH ARCHITECTURAL FT FOOT/FEET PSF POUNDS PER SQUARE FOOT B/ BOTTOM OF FTG FOOTING PSI POUNDS PER SQUARE INCH BLDG BUILDING FUT FUTURE QTY QUANTITY BM BEAM GA GAGE R RADIUS BOT BOTTOM GALV GALVANIZED RBS REDUCED BEAM SECTION BRG BEARING GYP GYPSUM RE RIGHT END C CHANNEL SHAPE HCA HEADED CONCRETE ANCHOR REF REFERENCE C TO C CENTER TO CENTER HORIZ HORIZONTAL REINF REINFORCE(MENT) CANT CANTILEVER HP HIGH POINT REQ REQUIRE CJ CONSTRUCTION JOINT HSS HOLLOW STRUCTURAL SECTION READ REQUIRED CL CENTERLINE HT HEIGHT REV REVISION CLR CLEAR IN INCH SCHED SCHEDULE CMU CONCRETE MASONRY UNIT INFO INFORMATION SF SQUARE FOOT COL COLUMN INT INTERIOR SHT SHEET CONC CONCRETE INSUL INSULATION SI SQUARE INCH CONN CONNECTION JST JOIST SIM SIMILAR CONST CONSTRUCTION JT JOINT Si SAWCUT CONT CONTINUOUS K KIPS CONTRACTION JOINT COORD COORDINATE KO KNOCK OUT SL SLOPE CTR CENTER KSF KIPS PER SQUARE FOOT SOG SLAB ON GRADE CTRD CENTERED KSI KIPS PER SQUARE INCH SPA SPACES D DEPTH L ANGLE SPEC SPECIFICATION DBA DEFORMED BAR ANCHOR LB POUND SLRS SEISMIC LATERAL DBL DOUBLE LE LEFT END RESISTING SYSTEM DBL TEE PRECAST DOUBLE TEE LG LONG STD STANDARD DIA DIAMETER LLH LONG LEG HORIZONTAL STIFF STIFFENER DIAG DIAGONAL LLV LONG LEG VERTICAL STL STEEL DIM DIMENSION LP LOW POINT SW SHORTWAY DN DOWN LW LONG WAY SYM SYMMETRICAL DSJ DOWLED SAWCUT M MIDDLE T/ TOP OF CONTRACTION JOINT MFR MANUFACTURER T&B TOP AND BOTTOM DTL DETAIL MATL MATERIAL THK THICK DWG DRAWING MAX MAXIMUM TRANSV TRANSVERSE DWL DOWEL MECH MECHANICAL TS TUBE STEEL EA EACH MEP MECHANICAL/ELECTRICAL/ TYP TYPICAL EE EACH END PLUMBING UON UNLESS OTHERWISE NOTED EF EACH FACE MEZZ MEZZANINE VERT VERTICAL EJ EXPANSION JOINT MIN MINIMUM WF WIDE FLANGE SHAPE EL ELEVATION MISC MISCELLANEOUS W/ WITH EOS EDGE OF SLAB MO MASONRY OPENING W/o WITHOUT EQ EQUAL MSL MEAN SEA LEVEL WP WORK POINT EQUIP EQUIPMENT MTL METAL INS WATERSTOP ES EACH SIDE NO NUMBER WT T SHAPE EW EACH WAY NS NEAR SIDE WWF WELDED WIRE FABRIC EXIST EXISTING NTS NOT TO SCALE & AND EXP EXPANSION OC ON CENTER @ AT EXT EXTERIOR OPNG OPENING 0 DIAMETER FD FLOOR DRAIN OPP OPPOSITE # NUMBER FDN FOUNDATION PERP PERPENDICULAR ± PLUS/MINUS FL FULL LENGTH PL PLATE FIN FLR FINISH FLOOR PLUMB PLUMBING 10�ss��..p L — d I, rf ,� r \O a G Joo � F[ bo 5T HASKELL The Haskell Company 111 Riverside Avenue Jacksonville, Florida 32202 Phone 0 (904) 791-4500 B PI 2/21/2018 REG NO""i?s85- REVISION DESCRIPTION DRN. REV. DATE REV. VE REVISION DESCRIPTION DRN. REV. DATE DRAWN: DESIGN FIRM 3A01007 CONTROL NO. : 7 6 5 4 3 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 STRUCTURAL GENERAL NOTES SIZE SHEET NO. D S-001 1 REV- NO. C u 0 L_ I L s I 7 6 Pj 4 3 2 1 u C IN MAX. MIN AGGEGATE EXPOSURE EXPOSURE EXPOSURE EXPOSURE COMPRESSIVE MAX, FLEX SIZE {BUT MAX. LIMIT ON MIX CATEGORY CATEGORY CATEGORY CATEGORY STRENGTH W/C STRENGTH NOT LESS SLUMP CEMENTITIOUS CHLORIDE DESIGNATION LOCATION F S P/W C f'c (PSI) RATIO (PSI) THAN} (IN) (IN) AIR % MATERIALS REQUIREMENTS A SHALLOW FOUNDATIONS SO WO/PO CO 3000 --- --- LPS 13/41 5 --- --- NONE B SLABS ON GROUND - --- SO WO/PO CO 4000 0.55 600 1-1/2 5 --- 520 LBS MAX NONE INDUSTRIAL 11-1/21 PER CY C TILT -UP --- SO WO/PO CO 4000 --- --- 1-1/2 {3/4} 5 --- NONE NONE PANELS CONCRETE MIX NOTES: 1. LPS DENOTES LARGEST PARTICLE SIZE BASED ON THICKNESS OF ELEMENT BEING PLACED. 2. MAXIMUM SLUMP IS NEVER TO BE EXCEEDED (THIS VALUE ALREADY INCLUDES TOLERANCE). 3. CONCRETE MIXES FOR SLAB ON GROUND CONSTRUCTION SHALL COMPLY WITH ACI 302.113-15, SECTION 8.9 REGARDING AGGREGATE GRADATIONS. 4. AGGREGATE PROPORTIONS GRADATIONS FOR CONCRETE MIXTURES USED FOR SLABS ON GROUND SHALL ACHIEVE OPTIMAL COARSENESS AND WORKABILITY FACTORS. THE COARSENESS FACTORS SHALL BE BETWEEN 45 AND 75. THE WORKABILITY FACTOR SHALL BE BETWEEN 38 AND 44 WHEN THE COARSENESS FACTOR IS BETWEEN 34 AND 40 AND BETWEEN 34 AND 40 WHEN THE COARSENESS FACTOR IS 75. LINEAR INTERPOLATION OF THE WORKABILITY FACTOR IS PERMITTED BETWEEN INDICATED COARSENESS FACTORS. 5. LIMIT WATER CEMENT RATIO TO A MAXIMUM OF 0.5 FOR ALL SLABS WITH MOISTURE SENSITIVE COVERINGS, UNLESS CHART ABOVE OR OTHER CRITERIA ARE MORE RESTRICIVE. LIMITS ON CEMENTITIOUS MATERIALS CEMENTITIOUS MATERIALS MAXIMUM % OF TOTAL CEMENTITIOUS MATERIALS BY MASS FLY ASH OR OTHER POZZOLANS CONFORMING TO ASTM C618 25 SLAG CEMENT CONFORMING TO ASTM C989 50 SILICA FUME CONFORMING TO ASTM C1240 10 TOTAL OF FLY ASH OR OTHER POZZOLANS AND SILICA FUME 35 TOTAL OF FLY ASH OR OTHER POZZOLANS, SLAG CEMENT, AND SILICA FUME 50 MATERIALS REINFORCING STEEL .................................................. ASTM A615, GRADE 60 ADHESIVE ANCHORS .................................................. SEE NOTES THIS SHEET POST -INSTALLED ANCHORS FOR CONCRETE POST INSTALLED ANCHORS SHALL ONLY BE USED WHERE INDICATED. THE CONTRACTOR SHALL OBTAIN APPROVAL FROM THE ENGINEER OF RECORD PRIOR TO INSTALLING POST -INSTALLED ANCHORS IN PLACE OF MISSING OR MISPLACED CAST -IN -PLACE ANCHORS. CARE SHALL BE TAKEN IN PLACING POST -INSTALLED ANCHORS TO AVOID CONFLICTS WITH EXISTING REBAR. HOLES SHALL BE DRILLED AND CLEANED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S WRITTEN INSTRUCTIONS. CONTACT MANUFACTURER'S REPRESENTATIVE FOR THE INITIAL TRAINING AND INSTALLATION OF ANCHORS AND FOR PRODUCT RELATED QUESTIONS AND AVAILABILITY. (NOTE: CURRENT EDITION OF IBC WILL REQUIRE SPECIAL CERTIFICATION OF INSTALLERS FOR ADHESIVE ANCHOR APPLICATIONS FOR CERTAIN ADHESIVE ANCHOR APPLICATIONS. PER ACI 318-11 SECTION D.9.2.2, INSTALLATION OF ADHESIVE ANCHORS HORIZONTALLY OR OVERHEAD TO SUPPORT SUSTAINED TENSION LOADS SHALL BE PERFORMED BY PERSONNEL CERTIFIED BY AN APPLICABLE CERTIFICATION PROGRAM. NOTE BELOW IS SUGGESTED FOR INCLUSION WHEN DESIGNING UNDER IBC 2012. CERTIFICATION SHALL INCLUDE WRITTEN AND PERFORMANCE TESTS IN ACCORDANCE WITH THE ACl/CRSI ADHESIVE ANCHOR INSTALLER CERTIFICATION PROGRAM, OR EQUIVALENT.) ADHESIVE ANCHOR APPLICATIONS REQUIRING CERTIFICATION SHALL BE PERFORMED BY PERSONNEL CERTIFIED BY AN APPLICABLE CERTIFICATION PROGRAM PER ACI 318-2011 (SECTION D.9). PROOF OF CURRENT CERTIFICATION SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO COMMENCEMENT OF INSTALLATION. CERTIFICATION SHALL BE PER ACl/CRSI ADHESIVE ANCHOR INSTALLER CERTIFICATION PROGRAM. PROVIDE SPECIAL INSPECTION FOR ALL MECHANICAL AND ADHESIVE ANCHORS PER THE APPLICABLE BUILDING CODE AND PER THE CURRENT EVALUATION REPORT FOR THE ANCHOR. CONCRETE ANCHORS: MECHANICAL ANCHORS SHALL HAVE BEEN TESTED AND QUALIFIED FOR USE IN ACCORDANCE WITH ACI 355.2 AND ICC-ES AC193 FOR CRACKED AND UNCRACKED CONCRETE CONDITION. PRE -APPROVED MECHANICAL ANCHORS INCLUDE: HILTI FASTENERS: KWIK BOLT 3............................................... (ICC-ES ESR-2302) 9 j. C -. I BB Q ST IVEI S r✓ OF °o iliac ° REV. 7 TILT -UP CONCRETE CAST WALLS MONOLITHICALLY EXCEPT WHERE OTHERWISE INDICATED. SEE STRUCTURAL 200 SERIES DRAWINGS FOR PANEL DIMENSIONS, OPENINGS AND REINFORCING. APPLY BOND BREAKER IN MINIMUM 2 PERPENDICULAR COATS PRIOR TO PLACEMENT OF REINFORCING BARS. CONCRETE COVERAGE FOR REINFORCEMENT: 1 INCH MINIMUM, 3/4 INCH AT REVEALS. INSTALL ALL EMBED PLATES, AND LIFTING AND BRACING INSERTS AS INDICATED. DO NOT FLOAT IN EMBED PLATES. LIFTING: ENSURE VIA TESTING THAT CONCRETE HAS ACHIEVED MINIMUM 2500 PSI COMPRESSIVE STRENGTH PRIOR TO LIFTING. USE SPREADER BEAMS AND RIGGING SHOWN ON THE LIFTING DRAWINGS WHEN ERECTING PANELS. LIFT PANELS IN ONE CONTINUOUS OPERATION UNTIL PANELS ARE VERTICAL. MATERIALS STRUCTURAL STEEL (W-SHAPES).................................................. ASTM A992 STRUCTURAL STEEL (PLATES, ANGLES, CHANNELS) ................................... ASTM A36 HSS (ROUND) ........................................... ASTM A500, GRADE B, FY = 42 KSI HSS (SQUARE OR RECTANGLE) .............................. ASTM A500, GRADE B, FY = 46 KSI PRIME/PAINTED STEEL SHEET ROOF DECK ............................. ASTM A1008, FY = 80 KSI GALVANIZED STEEL SHEET ROOF DECK ................................. ASTM A653, FY = 80 KSI GALVANIZED STEEL SHEET FLOOR DECK ............................... ASTM A653, FY = 33 KSI ANCHOR RODS ....................................................... ASTM F1554, GRADE 36 ANCHOR RODS .................................................. (HIGH STRENGTH) ASTM A449 HIGH STRENGTH BOLTS ...................................... ASTM A325, 3/4" DIAMETER, UON TWIST -OFF BOLTS .............................................. ASTM F1852, 3/4" DIAMETER WELDING RODS........................................................... AWS, SERIES E70 WELDS (STEEL DECK) ................................................... AWS, SERIES E6022 WELDED STUDS................................................................. ASTM A108 STRUCTURAL STEEL GENERAL NOTES: ALL STRUCTURAL STEEL WORK SHALL CONFORM TO 2010 "SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS" OF THE AISC. FABRICATORS AND ERECTORS SHALL BE MEMBERS OF THE AISC OR CERTIFIED FOR CATEGORY I, AISC QUALITY CERTIFICATION PROGRAM. SHOP DRAWINGS FOR ALL STRUCTURAL STEEL SHALL BE SUBMITTED AND APPROVED PRIOR TO ANY FABRICATION AND OR ERECTION. CONNECTION LICENSED PROFESSIONAL ENGINEER TO FURNISH SIGNED AND SEALED STRUCTURAL STEEL CONNECTION CALCULATIONS FOR REVIEW AND APPROVAL OF FOR PRIOR TO STEEL FABRICATION. STEEL FRAMING CONNECTIONS SHALL BE BOLTED OR WELDED. BOLTS SHALL BE A MINIMUM OF 3/4" DIA. ASTM A325 BOLTS UNLESS NOTED OTHERWISE. ALL BOLTED CONNECTIONS SHALL BE "SNUG TIGHT" UNLESS NOTED OTHERWISE. TC BOLTS MAY BE USED. ALL CONNECTIONS SHALL HAVE A MINIMUM OF 2 BOLTS UON. THE CONTACT SURFACES WITHIN SLIP CRITICAL JOINTS SHALL BE FREE FROM OIL, PAINT, LACQUER OR GALVANIZING. ALL WELDS SHALL CONFORM TO AWS D1.1-2010, "STRUCTURAL WELDING CODE." ALL GROOVE WELDS SHOWN ON CONTRACT DOCUMENTS SHALL BE FULL PENETRATION UNLESS NOTED OTHERWISE. WELDING SHALL BE DONE USING E-70XX ELECTRODES UNLESS OTHERWISE NOTED. GROUT USED IN GROUT BEDS UNDER COLUMN BASE PLATES SHALL BE CEMENT BASED, NON -SHRINK GROUT. THE GROUT SHALL EXHIBIT NO SHRINKAGE IN ACCORDANCE WITH ASTM C827-82, "TEST METHOD FOR EARLY VOLUME CHANGE OF CEMENTITIOUS MIXTURES" AND SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 5000 PSI WHEN TESTED IN ACCORDANCE WITH ASTMC-109-80, "TEST METHOD FOR COMPRESSIVE STRENGTH OF HYDRAULIC CEMENT MORTARS". STRUCTURAL STEEL EMBEDDING IN CONCRETE SHALL NOT BE PAINTED. SHOP OR FIELD SPLICES NOT SHOWN ON THE CONTRACT DOCUMENTS SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR APPROVAL. STRUCTURAL STEEL FRAMING SHALL BE ERECTED TRUE AND PLUMB IN THE ACCORDANCE WITH AISC CODE STANDARD PRACTICE. ANY FRAMING EXCEEDING TOLERANCES OF THE CODE OF STANDARD PRACTICE SHALL BE CORRECTED AS DIRECTED BY THE STRUCTURAL ENGINEER. THE STRUCTURAL STEEL ERECTOR SHALL PROVIDE TEMPORARY BRACING OF THE STRUCTURAL STEEL FRAME WORK AGAINST LATERAL LOADINGS SUCH AS WIND. THE BRACING SHALL REMAIN IN PLACE UNTIL THE FINAL SYSTEM FOR RESISTING LATERAL LOADS IS IN PLACE AND EFFECTIVE AS APPROVED BY THE STRUCTURAL ENGINEER. STEEL FRAMING CONNECTIONS SHALL BE DESIGNED BY A LICENSED PROFESSIONAL ENGINEER IN THE STATE OF PROJECT BASED ON THE LOADING SPECIFIED BY THE FOR IN THESE CONSTRUCTION DOCUMENTS UON UNLESS OTHERWISE SHOWN, ALL BEAM CONNECTIONS SHALL BE STANDARD FRAMED OR SEATED CONNECTIONS. UNLESS GREATER REACTIONS ARE INDICATED ON THE PLANS OR IN THE CASE THAT NO BEAM REACTIONS ARE INDICATED, CONNECTIONS SHALL DEVELOP AT LEAST ONE-HALF OF THE TOTAL UNIFORM LOAD CAPACITY TABULATED IN THE TABLES OF THE MANUAL FOR THE GIVEN SHAPE AND SPAN OF THE BEAM IN QUESTION. IN NO CASE, HOWEVER, SHALL THE LENGTH OF THE FRAMED CONNECTIONS BE LESS THAN ONE-HALF OF THE "T" DISTANCE OF THE BEAM WEB. STRUCTURAL STEEL SUPPORTS FOR STOREFRONTS, CURTAIN WALLS, AND SKYLIGHTS SHALL BE AS SHOWN ON ARCHITECTURAL OR STRUCTURAL DRAWINGS. ANY ADDITIONAL REINFORCEMENT AND CONNECTIONS REQUIRED FOR THE SYSTEM SHALL BE PROVIDED AND INSTALLED BY THE MANUFACTURER. ALL STRUCTURAL STEEL, MISCELLANEOUS STEEL AND STEEL BEAMS UON SHALL BE GIVEN ONE SHOP COAT AND ONE FIELD TOUCH UP PAINT, GRAY COLOR OR STANDARD RED PRIMER. ALL EXPOSED STRUCTURAL AND MISCELLANEOUS STEEL SHALL BE HOT DIPPED GALVANIZED. HASKELL ThIRIv ;;ft:A' ue Jacksonville, FWds 32202 Phone N (904) 7914600 REVISION DESCRIPTION B REV. PI _ REVISION DESCRIPTION DRN. 2/21/2018 REV. DATE DRAWN DESIGN FIRM 3,401007 CONTROL NO. . DRN. REV. DATE 6 5 4 SLABS -ON -GROUND CONTROL AND CONSTRUCTION JOINTS IN SLABS -ON -GROUND SHALL BE LOCATED ON COLUMN GRID LINES AND OTHER LOCATIONS AS INDICATED. REINFORCING STEEL LAP SPLICES SHALL BE CLASS B TENSION SPLICES UNLESS NOTED OTHERWISE. SEE CHART FOR SPECIFIC LAP LENGTHS. CONTINUOUS REINFORCING IN WALLS AND SLABS MAY BE SPLICED, AS REQUIRED, PROVIDED BARS ARE OF THE LONGEST PRACTICABLE LENGTH AND ALL SPLICES ARE SHOWN ON REINFORCING SHOP DRAWINGS. STAGGER SPLICES. D PROVIDE DOWELS TO MATCH REINFORCEMENT IN ALL WALLS, COLUMNS, PIERS AND FOUNDATIONS. ADD 245 CONTINUOUS AT THE TOPS OF ALL WALLS. CONFORM TO AWS D1.4 FOR ALL WELDING OF REINFORCING BARS. CAST -IN -PLACE CONCRETE SEE ARCHITECTURAL AND MECHANICAL DRAWINGS FOR LOCATIONS OF OPENINGS AND SLEEVES. SPREAD REINFORCEMENT AT OPENINGS AND SLEEVES UNLESS OTHERWISE INDICATED. DO NOT CUT REINFORCEMENT. CAST SLABS AND BEAMS MONOLITHICALLY EXCEPT WHERE OTHERWISE INDICATED. CONCRETE COVERAGE FOR REINFORCEMENT: LOCATION............................................................. MINIMUM COVER CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH .................... 3 INCHES CONCRETE EXPOSED TO EARTH AND/OR WEATHER NO. 6 BARS AND HIGHER ................................................... 2 INCHES NO. 5 BARS AND SMALLER .............................................. 1 1/2 INCHES CONCRETE NOT EXPOSED TO EARTH OR WEATHER NO.14 BARS AND HIGHER ............................................... 1 1/2 INCHES NO. 11 BARS AND SMALLER ............................................... 3/4 INCHES NON -SEISMIC SPLICE LENGTH GRADE 60 DEFORMED BARS 3,000-PSI CONCRETE BAR SIZE Lst (in) #3 13" #4 22" #5 34" #6 48" #7 82" #8 108" #9 137" #10 #11 173" 1 213" TABLE ASSUMES 1" MIN COVER C5 REBAR SPLICE LENGTHS Section 1 1 /2" =1'-0" PLATE THICKNESS f SIZE SPLICE LENGTH U) U) A5 MINIMUM STEEL WELD SIZES Section 1 1/2" = V-0" 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- D.M.- SCALE 3 2 TOP BAR SPLICE LENGTH X1.3 >12" CONCRETE BELOW STAGGER SPLICES FOR CONCRETE WALLS AND SLABS MINIMUM WELD PLATE TO PLATE MIN PLATE THICKNESS WELD SIZE (in) <_ 1 /4" 1 /8 <_ 1/2" 3/16 s 3/4" 1/4 > 3/4" 5/16 STRUCTURAL MATERIAL NOTES SIZE SHEET NO D S-002 1 REV NO 0 e 1 D Rai KEY: ROOF FRAMING TO BE REMOVED FOR PANEL RELOCATION & RE -USE EXISTING JOISTS JOISTS TO BE REMOVED OVER NEW CONSTRUCTION AREA FOR PANEL RELOCATION; REPLACE EXISTING JOISTS W/ NEW JOISTS JOISTS TO REMOVED ROOF FRAMING PLAN NOTES: 1. SEE SHEETS S-001 & S-002 FOR "DESIGN CRITERIA" AND "GENERAL STRUCTURAL 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. �01 t�- 0000r'VEd.J,K Anooea i rernnn ..� RE 776$5.^yN4°. I 9 WALL TO BE RELOCATED 55'-0" SOUTH REVISION DESCRIPTION w w w to LO vXt„ kA".rF i m 4 I lm� B• �r:,tttyni� p. NEW 8.5" TILT PANEL TO BE INSTALLED B JPI DRN. REV. DATE I REV. REVISION DESCRIPTION 5 Ell 4 � a r '� t � t F µ a ,, �,.,.,..:.�,» , y, ,.,�.�, » � ... .«,..na..._ ,r �,,,,,,, ,, ,,,,,, . .. .,., �.,,. , ,,,�,., , .,,.,• a.,, ,,. . ,., ,.. , ..,,. � �,., ,.,«: ,, ., ,a.,,.. , , .. , , « ., W „ .. «. , .M •,, r w,M�;:..,,..., »« M ..„�„ , v,,.. � ,. ,". � rv.« «,�.,« .,�., :.„„„..,,, .v.. a II t �, �0/1 ;,�� ul r cow, Cy ROOF FRAMING DEMO PLAN 1 N J'A Plan NOT TO SCALE 1 The HaskelCompany HASKELLIIIRiversiks Avenue Jacksonville. Florlds 32202 Phone # (W4) 791-46M I ` F F `'T l E ,F t FF I �,iI_, 2/21 /2018 DRN. REV. DATE DRAWN: DESIGN FIRM 340� 00% CONTROLNO_ 4 ommim 3 WAREHOUSE EXPANSION STRUCTURAL ZEPHYRHILLS NATURAL SPRING WATER ROOF FRAMING DEMO 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 S-105 2 1 I 8 7 6 5 - 4 3 2 1 f3 n■ I BB I C (AA.5) o■ 6 7 8 9 10 11 18' - o" T/SLAB a99' - 9 5/8" � / O � \ "' \ � I 100' - 0" I I I 1/8" FT _ SLOPE SLOPE 1/8" FT 7" THICK CONCRETE SLAB ON GROUND OVER 10 MIL VAPOR RETARDER W/ #4 BARS @ 24" O.C. CENTERED IN SLAB T/SLAB EL=100'-0" I I F_ w \ L.L a 20- 7" THICK CONCRETE SLAB ON C RETARDER W/ #4 BARS @ 24" C T/SLAB EL=100'-0" I I I I T/SLAB w 100' - 2 3/8" aU_ 7 o 00 ` U) T/SLAB 100' - 0" I I EQUIPMENT PURCHASED I I SLOP a S 8" FT 1/8" E A4 I I S-501 I ' I A2 I � illy T/FTG. I I Al CFS-501 3 0 - � I 71 f I I 80 I I I -- — 71' - 8 3/4" CONT WALL FOUNDATION SCHEDULE Type Width Length Thickness Reinforcing 446 BOT 10" O.C. W/ #4 TRANS. 14" O.C. Comments CF3.0 3' - 0" - 1' - 0" PRE -FABRICATED TRENCH I I 1000 GALLON SUMP, SEE MECHANICAL I I I I I I I I I I I I I FOUNDATION PLAN NOTES: N 1. SEE SHEETS S-001 & 6-002 FOR "DESIGN CRITERIA" AND "GENERAL STRUCTURAL NO " TES. 2. SEE SHEETS S-003 & S-004 FOR "SPECIAL INSPECTION NOTES". 3. REF. FIN. FLOOR FOUNDATION & SLAB PLAN 4. TOP OF EXTERIOR FOOTINOG ELEVATIONS TSEE PLAN.UAL CIVIL EL. 84.67' SEE CIVIL DWGS. 1/8" = 1'-0" 5. SEE S-501 FOR FOOTING SCHEDULE. ® >a 7` 11 wB IE�tb - 5 } �R U ER a �. °•my. bl B PI ip. l_ REG NOfia7r RE REVISION DESCRIPTION DRN. REV. DATE REV. REVISION DESCRIPTION 8 7 6 5 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. WAREHOUSE EXPANSION HASKELL I I`Haskell:>�� ( P \1 ZEPHYRHILLS NATURAL SPRING WATER Jecksonville,Florids32202 �.. �.,,a` ,. ./ ZEPHYRHILLS, FLORIDA STRUCTURAL FOUNDATION ON & SLAB PLAN Phone M (904) 791.4500 Z/Z /ZO 8 DRN. REV. DATE The Information contained on this document is the sole property of NWNA I f F (•'ll l and may not be copied or disclosed to others unless authorized by NWNA. DRAWN. DESIGN FIRM PF T'_ t;-. 1 `i I' 1 J.1 DATE D.M SCALE CONTROL NO_ 3401007 F SIZE SHEET NO. REV. NO. D S-111 4 3 2 1 ON 1148 M w II I I I 1 1 11 1 1 I 1 1 1 1 1 1 1 -1 I 111. 11 1:11. 11 r... A I if I_ i. i I II I I I i. . I C C U IQ IDA I 10 11 12 13 14 nnnf% PY l /%All AAA %All EXISTING BUILDING 16'-6" 16'-6" E �. . OBBi STRU �I a T � e OF i Y •'tAP�� pW�Uy.� � � "evrp REG. 895r.wI 7 SILO FOUNDATION PLAN 1 /8" = 11-011 w° 90° ov T I �, C�°�. Y� No 7,° r" I � 1710 I �1 150" DIAMETER THEORETICAL — HOLD DOWN B.C. 1800—!—— —— — — ——— e I � I r �a9 �90 j° 0 1 N1 �v 270° �° SILO PLAN VIEW NOTE: FIELD VERIFY SILO ORIENTATION ON MAT N 1 1/4" 0 ANCHOR w/ 16" MIN. EMBED DRILLED & INSTALLED INTO FOUNDATION w/ H I LTI H IT —RE 500 V3 + HAS—E B7 (TYR ) The Haskell WAREHOUSE EXPANSION STRUCTURAL NASKE�.L TIRMersllComp n t ZEPHYRHILLS NATURAL SPRING WATER — — ZEPHYRHILLS, FLORIDA SILO FOUNDATION PLAN �1" PhoneN 804 91-45 0� 4.�". 1.tl`Y f;',r i � p 4uhtki 9L) B P I 2/2 � I2O � 8 The Information contained on this document is the sole property of NWNA SIZE SHEET NO REV- NO f, '! F F r'1 r.h'It I and may not be copied or disclosed to others unless authorized by NWNA. �+ V. REVISION DESCRIPTION DRN. REV. DATE REV. REVISION DESCRIPTION DRN. REV. DATE DRAWN: CDESIGNONTR LNM 3401007 FF Ft! _ DATE: DM: SCALE D S-112 CONTROLNO.: FFFL T 6 5 4 3 2 1 AM CI V w II 1 _1.L_ __ --L_ 1 ... 1. I I 1 _1 111 ME C Ban 3 EXISTING C BE FILLED C1 S-531 PROVIDE SPLICE NEW ROOF PERIMETER ANGLE WITH EXISTING ROOF ANGLE, SEE DETAIL B2/S-521 ROOF FI - EXISTINI E J. �p e• e• E(OBBIKP 'J STfR CT I EEp REG rio"•^�vs8�5 R V. REVISION DESCRIPTION 8 7 B PI DRN. REV. DATE I REV. 1 REVISION DESCRIPTION 5 ell HASKELL TM°Riverside AvenueY Jackaonv®e. Florida 32202 Phone N (9041791-4500 DRAWN DESIGN FIRM 3401007 CONTROL NO.'. 2/21 /2018 DRN. REV. DATE 4 ■ N .� WAREHOUSE EXPANSION STRUCTURAL ZEPHYRHILLS NATURAL SPRING WATER ROOF FRAMING PLAN ZEPHYRHILLS, FLORIDA The Information contained on this document is the sole property of NWNA SIZE SHEET NO REV NO. V? F `h Fii F and may not be copied or disclosed to others unless authorized by NWNA- i r F T °.T F I I `, - Tc , �. „ DATE. DM. SCALE D S-120 3 2 1 on _ I II I ----■ - I I I I 11 1' 1 III 1 1__— 1'I 1 1 I 7'l .I• f: ', Ir a•., 11! I,I I I I I I n TOP OF EXISTING PANEL JST SEAT `-1 5/16" N O M N C O B4 S 501 N CN CV 1w r' j. e c �,Z RE 77885 ,.>•+ 1..:» R 7 AREA "A" COLUMN LN 5 1 /411 = 1 1-011 co cY') _ FIN. FL. EL. 1 U-0" PANEL ELEVATION NOTES: 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. ALL PANELS ARE f Ic = 3,000 PSI NORMAL WEIGHT CONCRETE. 4. SEE DETAIL A2/S-531 FOR "TYPICAL PANEL REINFORCING AT OPENINGS". 5. SEE DETAIL B4/S-S-531 FOR ADDITIONAL REINFORCING AT LIFTING INSERTS. 6. SEE ARCHITECTURAL DRAWINGS FOR ADDITIONAL PANEL INFO. - HASKELL The Rivenld: Company Jacksonv0e. Florida 32202 Phone k (904) 791-4500 B PI 2/21/2018 REVISION DESCRIPTION DRN. REV. DATE REV. REVISION DESCRIPTION DRN. REV. DATE DRAWN DESIGN FIRM 3401007 CONTROL NO 6 5 4 F'P; IF F I F'If f 1 -NL -1 i= `i�F 111_ Fr_.. K� 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 DM I SCALE 2 STRUCTURAL PANEL ELEVATION SIZE SHEET NO. D S-201 1 REV NO. on C w 8 7 6 5 4 3 2 1 D D4. C C B A A 8 7 6 5 4 3 2 1 1811 i Li OF BARRI IF 4. o HOLE, TYP. FILL EXISTING WALL TANK O.D. DRILL AND EPDXY BARS TO MATCH CONC. SLAB ANCHOR NEW SLAB REINFORCING MIN 9" EMB. SEE PLAN BOLT HILTI HIT -RE 500 V3 +HAS- SEAL AROUND ANCHORS EXISTING CONCRETE � E B7 1/ 1/4"p BOLTS W/ 16" FLUSH DRILL ANCHORS SLAB `•` I EMB. MIN I _ � EXSTING SLAB (FIBER), -21/4" 1 1/4"0 ANCHOR w/ 16" MIN. EMBED, BASE RING T/MAT T/SLAB - DRILLED &INSTALLED INTO FOUNDATION BASE RING '• . . °. . - .. • .�. SEE PLAN SEE PLAN �— -- - / w/ HILTI HIT -RE 500 V3 +HAS-E B7 .. . a;. - .<• " a a I C r a : -c-•. . ° • • ; a-� � ' '• - - . � MAT FOUNDATION SEE • `' .: -,. - - . .' PLAN FOR SIZE, EXTENTS . � I SEAL AROUND ANCHORS p•. L_-'' '' AND REINFORCEMENT FLUSH DRILL ANCHORS y Cl NEW SLAB TO EXISTING C2 HOLD DOWN DETAIL C3 SILO MAT FOUNDATION Elevation 1 1/2" = 1'-0" Elevation 1 1/2" = 1'-0" Elevation 1/2" = 1'-0" 21 pll * PANEL OPENING, SEE ELEVATION �AT "T" INTERSECTION ANGLE CONT GAVL. L3x3x1/4 w/1/2" x FOR WIDTH ADD CORNER BAR --- 2'_0" 6" DIA STUDS @ 12", TYP OF PITS L3x3x1/4 HD GALV. -. - • TO MATCH &LAP SEE PLAN ALL AROUND ,_ o �AT "L" INTERSECTION a SCHED. FTG. REINF. - a. _ 3/4" CHAMFER `6" (TYP.) T/PAD TO BE • �_ ' 2'- p- ALL SIDES #3@12" O.C. E.W SMOOTH &LEVEL II 18" '-' 8 7 6 5 4 3 2 1 EXISTING RELOCATED ! METAL ROOF DECK TILT -UP PANEL SEE PLAN j JOIST, SEE PLAN i ROOF DECK ATTACHMENT SCHEDULE 36" WIDE DECK NUMBER OF ATTACHMENTS MAXIMUM DECK V 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) 0) 5 4 (SEE NOTE 2) 6'-0" 22 - 600 21 3' -011 36/3 36/4 - - - BIDECK SEE PLAN 36/5 ' D I i _ ROOF DECK ATTACHMENT NOTES: t t t t D 1. ATTACHMENT AT SUPPORTS AND TO STRUCTURAL FRAMES AROUND OPENING SHALL BE HILTI X ENP 19 L15 (ICC ES ESR-2776) AT 36/9 CONT. ANGLE OR BENT PL. MATERIALS THICKNESS GREATER 1/4" AT MATERIAL THICKNESS LESS THAN 1/4" USE HILTI X-ENP 24 (ICC-ES-ESR-2776). SEE PLAN ATTACHED TO 2. SIDE LAP FASTENERS SHALL BE #10 TEK SCREWS. TILT -UP PANEL WITH 1/2" �n BRIDGING 1/8 3. ATTACHMENT AT 6" ON CENTER AROUND OPENINGS. TYPICAL FASTENER LAYOUT X4" EXPANSION ANCHOR @ 4. ATTACHMENT AT 6" ON CENTER AT BUILDING EDGES AND CORNERS. 24" O.C. 5. ROOF DECK MINIMUM END LAP IS 3". TYP. 6. ADDITIONAL ATTACHMENTS REQUIRED AT ROOF COLLECTOR MEMBERS, SEE ROOF FRAMING PLAN. 1/8 1 7. DECK DESIGN CAPACITY BASED ON WIND UPLIFT AND WIND SHEAR INTERACTION EQUATION (SDI DDM, THIRD EDITION SECTION 4.10) L 3x3x1/4x 0'-6" 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 w/ (2)1/2"o x 4" OBTAIN SERVICE LEVEL LOADS. EXPANSION ANCHOR 9. ALL ROOF DECK ATTACHMENTS REQUIRE SPECIAL INSPECTION, SEE SPECIFICATIONS AND GENERAL NOTES. @ 4"GA. A3 ROOF DECK TO TILT -UP C3 DECK ATTACHMENT DIAGRAM Section 3/4" =1'-0" Section 1" =1'-0" -- POINT LOAD 1/2" ADDITIONAL L2x2xl/4 BRACE, JOIST OR 1/8 2 SEE NOTES BELOW �\ JOIST GIRDER Cilk ,� BD/DECK C PLAN 611 ifTYP. 1 1/2" POINT LOAD -- 3/16 V TOTAL NOTES: 1. ADDITIONAL BRACE IS NOT REQ'D FOR POINT LOAD LESS THAN 150 LBS, 1/8 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. HORZONTAL BRACE, 3. CONTACT ENGINEER OF RECORD FOR POINT LOAD MORE THAN 300 LBS. SEE PLAN JOIST TO BEAM CONNECTION JOIST REINF. @ CONCENTRATED LOAD A2 B2 Section 3/411=1'-011 Section NOT TO SCALE 5/8"o SMOOTH SAFETY OPENING LOCATION_ BARS @ 8" O.C. MAX. @ SEE PLAN PERIMETER ANGLE, SEE PLAN DECK OP z a 0 ILL 0 B �---- BEAM OR JOIST AT SPLICE 3/16 / 1 1/2 3/16 3 METAL DECK A 3/16 3 BENT PL. (BP-1) B _ - = ---- L4x4x1/4, TYP , � 1 1/2"x1 1/2"x3/16" x 0'-9" LG. _ - COPE BEAM FLANGE z ji AS REQ'D AT WALL \ 0 Z � ROOF OPNG. OR BEAM SPACING SEE PLAN (Dw - '. r _ - — PL1/2"x10"x2'-0" Uj ANGLE & BENT PLATE MAY w/6-1/2"ox 1'-6" D.B.A. ROOF DRAIN. SIZE w SPLICE BE SHIPPED IN STOCK AS REQ'D FOR OPENING FRAME PLAN a- LENGTHS & FIELD CUT TO EQUIP. PURCHASED 0 BAR JOIST SPLICE OVER JOIST, OR CONT. ANGLE OR i ANGLE IN FIELD. MITER Ile_ �PLATE BM WEB TO BENT PL. SEE PLAN CORNERS AS REQUIRED.3/16 6 1" PAST BM CTYP. CL, TYP. 3/16 2 -� AT SPLICE BEAM 1 1/2" ::,10" - 3/16 1 1/2 SEE PLAN 3/16 �3 SIDES METAL ROOF DECK - 3/16 3 1 3/16 V3 SEAT L4x4x 318X 0'-8" LONG w/ 3/8" STIFF. PL. NOTE: MAX } 1/8 � ,: TYP. COMPLETE CONNECTION FRAMES REQ'D AT ALL ROOF DRAINS AND OPNGS. 3/16 V TYP' - BEFORE LOADING BEAMS GREATER THAN 12" SQ. BENT PL. (BP-1) TILT -UP PANEL A SECTION A -A SPLICE SEE PLAN n ANGLE SUPPORT AT WALL /`1 ROOF OPNG SUPPORT FRA QL�\ ; t- PERIMETER ANGLE SPLICE Al °°���°��B1 D1 BEAM TO END OF PANEL Section 1/2" =1'-0" Section 1 1/2" =1'-0" Section 1" =1'-0" Valo WAREHOUSE EXPANSION STRUCTURAL The Haskell Company" °'�� �P• p HASKELL fllRrvarsldaAvGnua - 1 ZEPHYRHILLS NATURAL SPRING WATER °•• �' ZEPHYRHILLS, FLORIDA ROOF FRAMING DETAILS Jackaonv(is, Fhdda 32Z02 ! I'ra Ian . 41�1 Phone M (904) 791-4500(/ B PI _ 2/21 /2018 The Information contained on this document is the sole property of NWNA SIZE SHEET NO REV. NO. - - I'F : I T� C. ! 1 RIi �I � h [ and may not be copied or disclosed to others unless authorized by NWNA. REG NO 77885 REV. REVISION DESCRIPTION DRN. REV. DATE REV. REVISION DESCRIPTION DRN. REV. DATE DRAWN DESIGN FIRM 3401007 I "Er-1T-'F'` `I'.E. 'RJ DATE. D.M: SCALE. D S-521 CONTROL Na �, -F -- l_ FaQ l _1 8 7 6 5 4 3 2 1 N G. A ! 1 ■K KIQ r; RELOCATED 8.5" PANEL ♦ PANEL I DIM, 7 6 5 4 1 3 .: a ' -- - -. "• M d ° 4! , • (Ull w W w wz w z� Cx z� ao <= w _ . A-3 .'a PANEL - NOTE: THICKNESS '° ' ° LOCATE CENTERLINE SEE ELEV CONNECTION APPROXIMATELY 12" BELOW T.O.J. Cl PANEL CORNER CONN. BUTT. JT. Section T 1" =1'-0" CONT. ANGLE, SEE PLAN 3/16 TYP. 4"• 1/2111 3/16 V2 • / DECK CLOSURE WHERE REQ'D T/JOIST SEE EL `* BAR JOIST SEE PLAN P_3 PL. 1 /4"X4"X10" W/ �\ (2)1/2"o X 0'-4" LG STUDS CONC. TILT -UP PANEL B1 21/2" JOIST SEAT-PNL. CONN. . a . Inn = - B 4' 1/2" EXP. JT. MATERIAL TILT -UP PANEL �— CONC. SLAB, SEE PLAN FIN. GRADE, T/SLAB SEE CIVIL tl`n"` •- - - ` 100'-0" DWGS• _ d.. _.... .... - PROVIDE 10-MIL VAPOR BARRIER - r -- I OVER 2" INSULATION (WHERE NOTED ON 1/4 PLANS) OVER DENSE GRADED AGGREGATE 4 BASE (CRUSHER RUN) OVER WELL COMPACTED L5x5x3/8 x 0' -11" STRUCTURAL FILL, TYP. UNDER SLABS. wl (2) 3/4" DIA. HILTI KWIK p P-13, ONE @ EACH END OF PANEL AND @ BOLT III @ 8" GAGE • 4'-0" O.C. ALSO PROVIDE ONE EACH SIDE w/ 6 1/2" MIN. EMBED. OF OPENING 6'-0" OR WIDER INTO FTG. ' r- 1" NON -SHRINK GROU STIFF. PLATE -- ** ONLY APPLIES WHERE FTG WOULD BEAR OVER K EXISTING ROCK. CONTINUOUSLY COVER CONN. w/ r GROUT OR BLACK '• �- � * � --s SEE PLAN OR SCHEDULE FOR "•- FOOTING SIZE AND REINF. BITUMEN. PAINT AFTER CONN. IS — — **PROVIDE A 12" THK. LAYER OF A INSPECTED. DENSE GRADED AGGREGATE BASE CRUSHER RUN) Al T/U PNL. ON CONT. FTG. EXT Section 1" =1'-0" No. 77885 --_ JOB o 13�T II n REG. NO. 77885 V RE . 8 7 EMBED SCHEDULE MARK EMBED SIZE & ANCHORING REMARKS A-3 L6x6x3/8x0'-8" LG. P-2 PL, 1/2"X6"X1' W/(3)1/2"o X 0'-4" LG STUDS PL. 1/4"X4"X10" W/(2) 1/2"o X 0'-4" LG STUDS P-3 P-13 PL 1/2x6"x1'-0" w/ (3)1/2"o X 4" LG. HEADED STUDS C2 EMBED SCHEDULE AND DETAILS Section 1 1/2" = V-0" �4 a 4 f 4 ") z —I U) w zUzi w Y a = w OUTSIDE FACE co smaltswullo 145 x 4'-0" EA. OPENING DIMS an P-13 PL1/2"x8"x0'-8" 3/4" CHAMFER 3/4" RELOCATED 8.5" PANEL ' ,d W •.• P-13 z Y w Q U W cw V • F_ PANEL y THICKNESS..-� ' r 4 3/4" CHAMFER 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 I 1" =1'-0" FACE TYP. 1 1/2" TYP. 1-#5 TYP ARC 2'-0" TYP. NOTE: DISREGARD VERTICAL BARS IF COLUMN CAGE REINFORCING IS ADJACENT TO OPENING. A2 TYP. PANEL REINF. AT OPNG. Section 1 1/2" =1'-0" 2 1 DOWELS TO MATCH VERT. REINF. EXIST. TILT UP PANEL DRILL & EPDXY GROUT INTO EXISTING (MIN. 6" EMBEDMENT) TOP OF CMU = TOP OF 12"xl'-2" CONC. BEAM EXIST. OPENING w/245 CONT. EL. SEE ARCH. DWGS. TOP @ BOTTOM & #3 TIES @ 16" O.C. LAP BARS IN MASONRY 48 BAR DIA. #5 @ 16" O.C. VERT. WALL REINF. GROUT CELLS WITH VERT. REINF SOLID C4 CMU IN -FILL @ EXIST. PANEL DOOR HEADER Elevation 3/4" = V-0" f 4- #4x4'-0" c 4 n 4. Y SECTION A -A I PLACE OF REBAR @ LIFTING INSERT 4- #4x4'-0" B4 REINFORCING AT LIFTING INSERT Section 1 1 1/2" =1'-0" VERTICAL BARS @ CL. 3/4" JT. OF STRUCTURAL PANEL THICKNESS ILIJ PANEL PANEL zNo v� DIM. DIM. a w HORIZONTAL BARS z FULL WIDTH 3/4" CHAMFER � = 3/4" CLR AT 1 1/2" c~n ~ STRUCTURAL CLR. ** THICKNESS TYP UON TYP. 1l a s • (/) a 1 a 4. 4 EA. FACE cn z a, J W Uj ALL I Z Y w U W UND �� OPENING INSIDE FACE a C/) CLR. TYP.ADD REINF & TIES, SEE ELEV. B PI REVISION DESCRIPTION DRN. REV. DATE REV. REVISION DESCRIPTION 6 5 A3 I TYP. PANEL JOINT Section 1 " =1'-0" pany (11� 14ASKELL IIh1RiversideAHaskell venue Jacksonville, FWda 32202 Phone # (904) 7914500 2/21 /2018 DRN. REV. DATE DRAWN DESIGN FIRM 3401007 CONTROL NO.- 4 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. A4 [TYP. PANEL REINF. LAYOUT W/O ARCH. REVEAL Section 3/4" =1'-0" WAREHOUSE EXPANSION STRUCTURAL MA a1 ZEPHYRHILLS NATURAL SPRING WATER ZEPHYRHILLS, FLORIDA TILT UP PANEL DETAILS The Information contained on this document is the sole property of NWNA SIZE SHEET NO. and may not be copied or disclosed to others unless authorized by NWNA. TE D S-531 t 1 ,�h_IL�t,E. nr ln�,� DATE D.M.: SCALE: '!PrEL_ I i ,1 u 3 2 1 C 0 I _L- I I i I I I't _I r il. I f ! - r '�1��1�1�1�111 ,r.. I 6 II.., ��sa■rnrr.. r. I rr._ :n , s It r �,,,.,tr .,tl I .■ 1.�_ 8 7 6 5 — — 4— — 3 2 1 1w C IV A A-201 1 Hqg= 111 — ��i�'—, �T :=.r_,'• E�"i1,e�srI I tY�. ,_st����,I VI�ue�SSSiii.�� i -I?�t' �I' '�y 3.•y-I lI� 4 tv in —. i 9— r,t 5 �'� "I �",I.".`a°,,�".Mo�.•.r. ."1In .� `46 �!I 1c � 78� i9 _1,I,,y+1'' III 0 11 IIIIjI •',�'I! IIIIII 3fj�i.i,�•� '`- 1��k � IIIII 4��91IIII(!I 55 6— 1 IIIII iI;-itI�II �1 6cc BBI , XSTNGA5 1 5 AA LA )—I 4 AREA a 76 0,7 UAA � �i s`c 1 F.1 RIc(r4 G :�— H Rvi 4 -EP � r- � �19 ��2 �2�2� I III — J -._ -1 I J fl E M. 1 OVERALL 1 ST FLOOR PLAN 1 1 " = 60'-0" CARY LO REG NO 14430 REVISION DESCRIPTION DRN. - PERMIT ISSUE Tt>e HASKE Haskell Company LL III Riverside Avenue Jacksonville. Florida 32202\'7 vt one u r9„4, DRAWN DESIGN FIRMNO 3401007 CONTROL - I;.' -s§aJ-ar f ' !� y :r f t B 2/21 /2018 A REV. OWNER REVIEW REVISION DESCRIPTION DRN. 2/14/2018 REV. DATE REV. REV. DATE 8 7 6 5 4 3 NOTE: AREA "B" NOT IN ARCHITECTURAL SCOPE, IN STRUCTURAL SCOPE ONLY LINE - 5 ARCHITECTURAL ZEPHYRHILLS NATURAL SPRING WATER OVERALL FLOOR PLAN ZEPHYRHILLS, FLORIDA The Information contained on this document is the sole property of NWNA SIZE SHEET NO FIV fJt and may not be copied or disclosed to others unless authorized by NWNA- DATE. D M. SCALE: D A— 1 1 0 2 1 IV a II L _ LL 7 6 S 4r 4 2 1 I D I i ci iB I Al :0 TOP OF PANEL ELEV. 139'-4 1/2- TOP OF JOIST d ELEV. VARIES a a B1 A-500 SINGLE PLY ROOF MEMBRANE NEW A" METAL DECK NEW STEEL JOIST SEE STRUCTURAL EXISTING Bj" CONC. TILT —UP PANEL e° e EXISTING WAREHOUSE 100 e NEW 7" CONC. SLAB, SEE STRUCTURAL V e — 4 d I - III IIIII II VAPOR BARRIER e COMPACTED FILL d d EXISTING CONC. FOOTING WALL SECTION n-3o1 SCALE: 2' = 1'-0" GARY L / R 1 (5 REG. No. 14430 REV. 7 REVISION DESCRIPTION 6 2 WALL SECTION A-301 SCALE: 2" B PERMIT ISSUE A OWNER REVIEW DRN. REV. DATE REV. REVISION DESCRIPTION 5 VEL - SEE V NEW AND DOORS) TAL DOCK SEAL "L" PAD TYPE OF 40 oz. VINYL COATED NYLON W/ 4" PLEATS & YELLOW GUIDE STRIP TRUCKER'S DOCK SIGNAGE I410YA01:10 100'-0" 1 FIN. FLR. DOCK BUMPER DOCK LOCK C4 A-500 • 51 NEW METAL COPING NEW SINGLE PLY ROOF MEMBRANE _ TOP OF PANEL ELEV. 35'—B" ° a L— NEW A" METAL DECK ° NEW STEEL JOIST SEE STRUCTURAL 4 e a d d a 0 NEW 8}' CONC. TILT —UP PANEL FINISH TO MATCH EXISTING — SEE FINISH NOTES SHEET A-600 d 0 d 0 4 ° NEW CMU INFILL WITH CONCRETE HEADER, PARGE EXTERIOR N SURFACE OF BLOCK AND FINISH WITH TEX—COTE PAINT, INTERIOR SIDE TO MATCH EXISTING INFILL NEW 7" CONC. SLAB, SEE STRUCTURAL 100'-0"� e 4 FIN. FLR. 4 IITi- _11VAPOR BARRIER COMPACTED FILL NEW CONC. FOOTING, SEE STRUCTURAL 4 4 3 WALL SECTION A-301 SCALE: 2" = 1'-0" HASKELL IrnlleRHaskell Com iversideAenue A"�%D°`'B"$ 1eider Jacksonville, Florida 32202 n�o" ai Ewwsws iswoosw icn=w Phoned (904) 791-4500 _stic r NE "I - NORTII AHERICA CORPORATE ENGINEERING OFFICE 1322 CRESTSIDE DRIVE, SUITE 100 COPPELL, TEXAS 75019 LINE - 5 ZEPHYRHILLS NATURAL SPRING WATER ZEPHYRHILLS, FLORIDA ARCHITECTURAL WALL SECTIONS 2/21 /2018 2/21 /2018 The Information contained on this document Is the sole property of NWNA and may not be copied or disclosed to others unless authorized by NNMA. SIZE SHEET NO.: A - 3 01 REV. NO. DRN. REV. DATE DRAWN: DESIGN FIRM CONTROL NO.: DATE: D.M.: VWC SCALE: 4 3 2 1 I D � ic I I B I iAi II ' 1 IL_ 1 - 8 7 6 S 4 3 2 1 D D C C B B A A 8 7 6 5 4 3 2 1 m TENSION Aoo � UPPER «,oPEo"��.,R, 1 11 C NO 8"X8" GALV. MTL. DOWNSPOUT EXPANSION BOLT PRE -FINISHED METAL- 00 SCUPPER FACE PLATE --- 8"X8" GALV. MTL. PLATE SET IN HEAVY DOWNSPOUT BEAD OF SEALANT 12"X3�"Xj%"X3"„� LONG ANGLES EXPANSION 00 (DWELD TO CHANNEL BOLT J I I Z z 0_ Li � < A A °` n a a_I j U N w�0'� FACE OF WALLJ - 10"X3J"Xj"X3" C CD N 0o i LONG ANGLES Nk - WELD TO CHANNEL„ 0 0 C10X15.3 STL. CHANNEL DOWNSPOUT GUARD 10 CONDUCTORIL SECTION A -A SEE DH2EAD of THIS SHT. ' ...! ° CONNECTION TILT -UP WALL PANEL - TO IN -GROUND \:CONCRETE DRAINAGE SYSTEM PAVEMENT 1N SINGLE -PLY WALL FLASHING (FULLY ADHERED) 4 a SINGLE -PLY STRIP -IN (HOT-AIR WELD) METAL SCUPPER INSERT SET INSIDE FLANGES IN ROOF CEMENT FASTEN TO WALL ® 3" O.C. (PRIME FOR FLASHING) SCUPPER OP N' SINGLE -PLY STRIP -IN (HOT-AIR WELD) D ROOF SYSTEM AS SPECIFIED METAL DECK STEEL FRAMING SEE STRUCT. DWGS. CONDUCTOR HEAD/SCUPPER DETAIL DOWNSPOUT GUARD SCUPPER W/ CONDUCTOR HEAD D4 SCALE: 1 " = 1'-011 D 2 SCALE: 2' = 1'-0" D3 ELEVATION & SECTION SCALE: 2" = V-0" u ROUNDED CONC. a BOLLARD COVER TOP J" CROWN STEEL SLEEVE TILT -UP CONC. PANEL IDEAL SHIELD (YELLOW) a ROUNDED CONC. OR EQUAL a a DEALS SHIELRD D COVER TOP J" CROWN (YELLOW) 6 0 STL. PIPE BOLLARD ( ) a" TO 6" METALLIC FILL PIPE W/ CONC. OR EQUAL PIPE OR CONDUIT &PAINT YELLOW 6" 0 STL. PIPE BOLLARD -1 FILL PIPE W/ CONC. & PAINT YELLOW �1 REG.N . 1 "0 REV. 8 7 BASED ON UL C-AJ-1004 FOR COMPLETE INFORMATION SEE UL & FM DESCRIPTION PIPE PENETRATION " MIN. DEPTH UL :LASSIFIED FMRC kPPROVED FIRE IARRIER CAULK a • I I a, _ J. 41 .o• EXTERIOR BOLLARD DETAIL SCALE: 3" = 1'-0" B 2 IL CLASSIFIED MIN. " THICK TIGHTLY 'ACKED MINERAL VOOL FORM B PERMIT ISSUE A OWNER REVIEW REVISION DESCRIPTION DRN. REV. DATE REV. REVISION DESCRIPTION 6 F 5 ny HASKELLThe Haskell I, I RlveradeAvenue Jacksonville, )791-lodda 5002 Phone p (904)797�500 2/21 /2018 2/21 /2018 DRN. REV. DATE DRAWN: DESIGN FIRM CONTROL NO.: 4 CONC. FOOTING B 3 INTERIOR BOLLARD DETAIL SCALE: 1 " = 1-011 NORTH AMERICA CORPORATE ENGINEERING OFFICE 1322 CRESTSDE DRIVE. SUITE 100 COPPELL, TEXAS 75019 3 HED FLOOR )ACTED FILL C I SCALE: 1 " = 1'-0" B 4 B LINE - 5 ARCHITECTURAL ZEPHYRHILLS NATURAL SPRING WATER DETAILS ZEPHYRHILLS, FLORIDA The Information contained on this document Is the sole property of NWNA SIZE SHEET NO.: and may not be copied or disclosed to others unless authorized by NWNA. D A — 5 0 1 DATE: D.M.: VWC SCALE: 2 1 REV. NO. 0 8 7 1 6 5 4 13 2 1 [1 SECTIONAL STEEL SS DOOR TYPES (3) DOCK DOORS SECTIONAL VERTICAL LIFT 100A, 100B, 100C DOCK EQUIPMENT: DOCK LEVELERS 6'-0"W x 8'-0"L HYDRAULIC OR AIR POWERED LEVELERS RATED FOR GROSS VEHICLE WEIGHT OF FORKLIFT PLUS PALLET LOAD OF 16,000 LBS FOR AN ANNUAL AVERAGE OF 10 TRIPS PER DAY. LEVELERS TO HAVE 18" LIP, WEATHER SEAL. DOCK LEVELERS: RITE HITE RHH5000 HIGH CAPACITY LEVELER, SERCO - AB SERIES DOCK LEVELER, KELLEY - aFX SERIES DOCK LEVELER, OR APPROVED EQUAL DOCK SHELTER: RITE-HITE SURVIVOR DOCK SHELTER, SERCO SNAP -BACK DOCK SHELTER, OR APPROVED EQUAL. FOR 9'-0 x 10'-0" OPENING. TRUCK RESTRAINTS: RITE HITE SHR5000, SERCO-MODEL SL60 - C PIT -BULL SAFETY LOC VEHICLE RESTRAINT, OR APPROVED EQUAL. FINISH NOTES u a 1. EXTERIOR CONCRETE TILT -UP PANELS SHALL RECEIVE EXTRA COURSE TEXTURED COATING SYSTEM, MINIMUM 15-17 MILS D.F.T. TO MATCH EXISTING BUILDING COLOR SCHEME. 2. METAL DOORS & FRAMES SHALL RECEIVE A PRIMER COAT AND TWO COATS OF EXTERIOR GRADE GLOSS ENAMEL. 3. CMU WALLS SHALL RECEIVE ONE COAT OF MASONRY BLOCK FILLER AND TWO COATS OF INTERIOR LATEX HIGH PERFORMANCE SEMI GLOSS ENAMEL PAINT. 4. THE NEW WAREHOUSE FLOOR SLAB ADDITION SHOULD RECEIVE ASHFORD FORMULA CHEMICAL SEALER/HARDENER. THE PERIMETER OF THE WAREHOUSE SHALL RECEIVE AN 18" WIDE YELLOW STRIPE BY GARLAND FLOOR COMPANY - GARLAND CHEMI-COTE EPDXY TRAFFIC TL-B-SERIES OR ICI DULUX 4408 TRU-GLAZE WB EPDXY. REVISION DESCRIPTION DOOR ABBREVIATIONS T-UP Y) n AL ALUMINUM F FLUSH FL FULL LOUVER HSR HIGH SPEED ROLL -UP PF POLYESTER FABRIC HEAD @ VERTICAL LIFT DOOR 1 STL STEEL SS SECTIONAL STEEL CONC. PANEL SCALE: 3" = 11-011 5. ALL INTERIOR STRUCTURAL FRAMING MEMBERS AND DECK SHALL HAVE BEEN SHOP PRIMED. TOUCH-UP PRIMER SHALL BE APPLIED WHERE SURFACE IS DAMAGED OR WORN OFF. 6. BOLLARDS SHALL RECEIVE PRIMER & TWO COATS OF EXTERIOR OR INTERIOR COATING DEPENDING ON THEIR LOCATION. 7. ALL COLUMNS THAT WILL HAVE A FIRE EXTINGUISHER MOUNTED TO THEM SHALL RECEIVE ONE FINISH COAT IN RED COLOR UP TO 12'-0" A.F.F. 8. REFER TO SPECIFICATION 09900 FOR ADDITIONAL PAINT INFORMATION. REG. NO 14430 1 REV. 7 REVISION DESCRIPTION CONC. TILT -UP PANEL VERTICAL LIFT TRACK & DOOR a aft a JAMB @VERTICAL LIFT DOOR CONC. PANEL SCALE: 3° = 1�-0° B1 CONC.TILT-UP SILL @VERTICAL LIFT DOCK DOOR Al CONC. TILT —UP PANEL SCALE: 3° = i'—o° B PERMIT ISSUE A OWNER REVIEW DRN. REV. DATE REV. REVISION DESCRIPTION 6 5 I�IASKELL The Riverside Company venue 2 /21 /2018 Amsew's De�-�Ib Leader' Jacksonville. Florida 32202 MCMMI F6000M iB0 MM9 Lcn=42 Phone N (904) 791.4500 2/21 /2018 DRN. REV. DATE DRAWN: DESIGN FIRM CONTROL NO.: 4 _ LINE - 5 Nestl waters ZEPHYRHILLS NATURAL SPRING WATER ZEPHYRHILLS, FLORIDA NORTH AMCRICA The Information contained on this document Is the sole property of NWNA CORPORATE ENGINEERING OFFICE and may not be copied or disclosed to others unless authorized by NWNA. 1322 CRESTSIDE DRIVE, SUITE 100 DATE: D.M.: VWC SCALE: COPPELL, TEXAS 75019 3 2 ARCHITECTURAL DOOR SCHEDULE & DETAILS SIZE SHEET NO.: REV. NO. D A— 600 If C I: L 8 GENERAL NOTES 7 5 1 4 C IV I�1 PIPING A. WHERE TRAPEZE PIPE HANGERS ARE PROVIDED, UTILIZE DOUBLE NUT U-BOLTS. U-BOLTS SHALL BE LOOSELY FASTENED. INTENT IS NOT TO BIND OR HOLD PIPE, BUT ONLY TO PROVIDE LATERAL SEPARATION. B. PROVIDE WATER HAMMER ARRESTORS FOR FLUSH VALVE FIXTURES AND WHERE QUICK CLOSING VALVES ARE INSTALLED IN ACCORDANCE WITH PDI STANDARDS OR RECOMMENDATIONS. THIS INCLUDES ALL SENSOR OPERATED FAUCETS. C. PRIME AND PAINT ALL OUTSIDE PIPE AND PIPE SUPPORTS IF THEY ARE NOT GALVANIZED OR STAINLESS STEEL. D. PRIME AND PAINT ALL GAS PIPING LOCATED INSIDE OR OUTSIDE THE BUILDING PER PROJECT SPECIFICATIONS. E. NO PIPE SUPPORT SYSTEMS SHALL CRUSH THE INSULATION WHEN RESTING UPON THE SUPPORT. THE USE OF PIPE SADDLES IS NECESSARY WHEN THE WEIGHT OF PIPE EXCEEDS THE WEIGHT SUPPORT LIMIT OF THE INSULATION. F. PIPE SIZES MAY BE SHOWN FOR SAME PIPE ON MORE THAN ONE PLAN. IN CASE OF PIPE SIZE DISCREPANCY THE LARGER PIPE SIZE SHALL BE CONSIDERED CORRECT DURING THE BIDDING AND DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED BY THE ARCHITECT/ENGINEER OTHERWISE. G. PROVIDE PIPE SUPPORTS FOR ROOFTOP PIPING, I.E. CONDENSATE DRAINS, GAS PIPING, STORM DRAINAGE, ETC. H. PROVIDE SHUT-OFF VALVES FOR BOTH HOT AND COLD DOMESTIC WATER FOR EACH TOILET BATTERY. LOCATE VALVES IN AN ACCESSIBLE LOCATION WITH ACCESS DOOR AS REQUIRED. I. PROVIDE SHUT-OFF VALVES FOR ALL PRESSURE PIPING CONTAINING TWO (2) OR MORE FIXTURE CONNECTIONS OR BRANCH RUNOUTS. LOCATE VALVES IN AN ACCESSIBLE LOCATION WITH ACCESS DOOR AS REQUIRED. J. PROVIDE WARNING TAGS ON MEDIUM PRESSURE GAS (1/2" TO 5 PSIG) UPSTREAM OF GAS REGULATORS STATING PRESSURE AND "DO NOT REMOVE". K. PROVIDE PIPE LABELING AS SPECIFIED. PLUMBING A. ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN COMPLIANCE WITH ALL APPLICABLE CODES AS ADOPTED AND AMENDED BY THE INSPECTING AUTHORITY. NOTHING IN THESE DRAWINGS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES. B. EXACT LOCATIONS AND MOUNTING HEIGHTS OF PLUMBING FIXTURES SHALL BE OBTAINED FROM THE ARCHITECTURAL DRAWINGS. C. ALL PLUMBING WORK SHALL BE INSTALLED TO AVOID INTERFERENCE WITH ELECTRICAL AND MECHANICAL EQUIPMENT AND STRUCTURAL FRAMING. D. BEFORE COMMENCEMENT OF WORK, CONTRACTOR SHALL VERIFY THE EXACT LOCATIONS, ELEVATIONS AND CHARACTERISTICS OF ALL UTILITIES AND PIPING. CONTRACTOR SHALL ALSO NOTIFY THE ARCHITECT/ENGINEER OF ANY DISCREPANCIES. E. ALL WASTE AND VENT PIPING 3" TO 6" IS TO SLOPE AT A MINIMUM OF 1/8" PER FOOT UNLESS INDICATED OTHERWISE. F. ALL VENT PIPING SHALL BE ATTACHED TO WALL NO FURTHER THAN 3- 0" AWAY. G. PROVIDE ADDITIONAL ATTACHMENT TO WALL FOR ALL FLOOR STANDING SINKS. H. ELECTRICAL OUTLETS SHALL BE INSTALLED BEHIND ELECTRIC WATER COOLERS (NOT EXPOSED). I. FCO'S SHALL BE INSTALLED FLUSH TO FINISHED FLOOR. NO DISHING PERMITTED. J. ALL FLOOR DRAINS LOCATED IN TOILET ROOMS, MECHANICAL ROOMS AND OTHER LOCATIONS NOT SUBJECT TO PERIODIC WASHDOWN SHALL BE PROVIDED WITH TRAP PRIMERS. K. ALL VENT PIPING LOCATED IN A RETURN AIR PLENUM SHALL BE CAST IRON, L. ALL VENT PIPING SHALL BE FULL LINE SIZE IF A WCO IS SHOWN, OR AS DIRECTED BY LOCAL, STATE CODES. M. FLOOR DRAIN LINE SIZE AND VENTING SHALL BE IN ACCORDANCE WITH PLUMBING CODE HAVING JURISDICTION, COMBINATION WASTE AND VENT SYSTEM. N. ALL FLOOR DRAINS SHALL BE INSTALLED FLUSH WITH FINISHED FLOOR. PLUMBING CONTRACTOR SHALL EXAMINE ARCHITECTURAL AND STRUCTURAL DRAWINGS TO DETERMINE THE EXACT TYPE OF FLOOR FINISH AND MAKE ALLOWANCE DURING THE INSTALLATION. IF ANY DRAIN IS NOT FOUND TO BE FLUSH WITH THE FINISHED FLOOR OR PARALLEL TO THE WALLS THE PLUMBING CONTRACTOR WILL BE REQUIRED TO REMOVE SUCH DRAIN AND RE -INSTALL AT NO COST. 0. ALL PIPING SHALL BE LOCATED WITHIN STUD WALLS AND OTHER WALL CONSTRUCTION THAT MAY BE USED TO ENCLOSE THE PIPING. NO PIPING IS TO BE LOCATED IN MASONRY WALLS. PIPING SHOWN ON THE DRAWINGS MAY NOT REFLECT THIS INSTALLATION METHOD BECAUSE OF THE DEGREE OF DETAIL INCONSISTENT WITH SCALED DRAWINGS. IF PIPING CANNOT BE INSTALLED WITHIN THESE STRUCTURES THE APPROVAL OF THE ENGINEER OF ANOTHER INSTALLATION METHOD IS REQUIRED. P. ALL PLUMBING FIXTURE VENTS SHALL TERMINATE A MINIMUM OF 12 INCHES FROM ANY VERTICAL SURFACE AND 10'-0" FROM ANY OUTSIDE AIR INTAKES. Q. PLUMBING FIXTURE DESCRIPTION SHALL TAKE PRECEDENCE WHEN THEIR EXISTS A CONFLICT WITH A DESCRIPTION AND MODEL NUMBER. R. PROVIDE FACTORY FORMED "TRUEBRO" PVC JACKET COVERS FOR DRAIN AND SUPPLY PIPING OF ALL LAVATORIES. S. PROVIDE OFFSET DRAIN STRAINER FITTING FOR ALL LAVATORIES. �,�� a �. ,.•�• ....�... lE"� RA''i• (PAN1% E* R * CJ� .o'. STATE f� REVISION DESCRIPTION i DRN. I REV. DATE REVISION DESCRIPTION 5 ABBREVIATIONS: AFF = ABOVE FINISHED FLOOR ANSI = AMERICAN NATIONAL STANDARDS INSTITUTE APPROX. = APPROXIMATE ASJ = ALL SERVICE JACKET AVG = AVERAGE BHP = BRAKE HORSEPOWER BOP = BOTTOM OF PIPE BOS = BOTTOM OF STEEL BOT. = BOTTOM BTU = BRITISH THERMAL UNIT CL = CENTER LINE CFM = CUBIC FEET PER MINUTE CU. FT. = CUBIC FEET CU, IN. = CUBIC INCH DIA.0 = DIAMETER DN = DOWN DWG. = DRAWING E.C. = ELECTRICAL CONTRACTOR EWT = ENTERING WATER TEMPERATURE F = FAHRENHEIT FPS = FEET PER SECOND GA. = GAGE OR GAUGE GAL. = GALLON GALV. = GALVANIZED GPI = GALLONS PER DAY GPH = GALLONS PER HOUR GPM = GALLONS PER MINUTE HOA = HAND - OFF - AUTOMATIC SWITCH HP = HORSEPOWER ID = DIAMETER, INSIDE I.E. = INVERT ELEVATION KW = KILOWATT LF = LINEAR FEET LWT = LEAVING WATER TEMPERATURE MAX. = MAXIMUM MBH = BTU PER HOUR (THOUSAND) MEZZ. = MEZZANINE MIN. = MINIMUM N.C. = NORMALLY CLOSED NG = NATURAL GAS N.O. = NORMALLY OPEN NTS = NOT TO SCALE O.C. = ON CENTER OD = DIAMETER, OUTSIDE OZ = OUNCE P.O.C. = POINT OF CONNECTION PRESS. = PRESSURE PSI = POUNDS PER SQUARE INCH PSIG = PSI GAGE PW = PROCESS WASTE RPM = REVOLUTIONS PER MINUTE SOV = SHUT-OFF VALVE SFU = SUPPLY FIXTURE UNITS SUCT = SUCTION TEMP = TEMPERATURE TYP. = TYPICAL UG = UNDERGROUND VEL = VELOCITY VERT = VERTICAL VOL = VOLUME VTR = VENT THROUGH ROOF W/ = WITH W/ TP = WITH TRAP PRIMER 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 ASHRAE 90.1 2010 The Haskell Company I�ASKELL 02/21/18 Jeckeonvia, Plaids 32202 / Phone Is (904) 791.4500 02/14/18 DRN. REV. DATE DRAWN: 4 DESIGN FIRM l)�007 CONTROL NO.. t jN iK. It `; FlflF- F F 1 F L 3 ASSUMPTIONS: DRAINAGE: -SCOPE INCLUDES THE ADDITION OF 5 NEW TRENCH DRAINS AND 6 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-4 (160 GPM) AND TD-5 (140 GPM) FLOW CONCURRENTLY. -HD-4 FLOWS AT 20 GPM (ESEWS SUPPLY RATE). -HD-6: AFTER COOLER IS USED FOR BOILER BLOWDOWN 140°F 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. 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. SHT_ No P-001 P-110 SHEET NAME LEGEND, ABBREVIATIONS, & NOTES OVERALL FLOOR PLAN REV DATE 02/21/18 B B 02/21/18 P-111 P-121 ENLARGED FLOOR PLAN - DRAINAGE ENLARGED FLOOR PLAN - UTILITIES B B 02/21/18 02/21/18 P-501 P-601 DETAILS SCHEDULES B B 02/21/18 02/21/18 P-701 RISER DIAGRAMS B02/21/18 Grand total: 7 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 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 DIM I SCALE: 2 ARCHITECTURAL LEGEND, ABBREVIATIONS, & NOTES SIZE SHEET NO REV NO- D P-001 1 x C 0 0 I I, I I I 1 11' I 11 1 1119 1.- I II I I I ! I• I - - _. 1. I C 1I I 11 I C G 8 7 6 5 4 3 2 1 x C LV w 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 PIPE SUPPORTS TO WALL (TYPICAL) FLUSH WITH TOP OF CONCRETE DRAINAGE SPECIALITY SCHEDULE ON DRAWINGS POUR CONCRETE BASE AROUND BRASS PLUG FINISHED BRASS CLEANOUT PLUG - 3/4" EQUIPMENT DISCHARGE COUNTER SUN FLOOR DRAIN 1'-6"X 1'-6"X 4" W/ COUNTER SUNK HEAD FLOOR W/ COUNTER SUNK HEAD = STRAINER OPTIONAL - , , , . - _ , . , - . •. . WALL 45° CUT ON HUB DRAIN END OF PIPE .. °. FINISHED FLOOR AIR GAP PER CODE 4, aa. a . a �.. <. BALL VALVE REQUIREMENTS QUICK DISCONNECT, ROUTE 4 TO HOSE REEL INLET EXTERIOR ------------___ _ __ —� INTERIOR —SIZES AS INDICATED _ _ ___---- _ -__- ---- ------ - 6" DRIP LEG � WELDED CONNECTION ON DRAWING - — _ _ — FERNCO OR EQUAL i REMOVABLE CAP " I " TYPE ADAPTER j 3-0" FLOOR _ STAINLESS STEEL - __ 4, 4e 4„ CPVC TWO-WAY 4" COMBINATION WYE & _- CLEANOUT TEE 1/8 BEND CLEANOUT TEE 4 1/4 BEND 1 CLEAN —OUT TEE RUN OF PIPE END OF RUN .� COMPRESSED AIR DROP DETAIL 2 HUB DRAIN DETAIL 3 CLEANOUT DETAIL NTS DETAIL NTS DETAIL NTS / 1 1/4" HW ; -- --- -- 1 1/4" TEPID 1 1/4" CW FLOOR TOPPING, VERIFY THICKNESS WATER SUPPLY OF FLOOR TOPPING PRIOR TO / r FLOOR DRAIN INSTALLATION PROCESS LOCKABLE BALL SHOWER VALVES (TYPICAL) SPOUT WITH WALL BRACE, _ co FLOOR DRAIN -- i CONTROL PANEL BY HEAD O �� VACUUM BREAKER, HOSE , ° ° OTHERS /� END SPOUT ANSI Z-358-1 / - MIXING VALVE '� LEVER HANDLES PROCESS 4 a P -' • . FLOOR DRAIN /-- ALTERNATE SUPPLY STAINLESS STEEL an. �a ; (PLUGGED) HAND WASH SINK FLOOR SLAB •a EYE/FACE WASH UNIT PROVIDE EMERGENCY FIXTURE COLD WATER SUPPLY °��.. STAINLESS STEELal RETAINER RING cPvc � .: a WALL DISCHARGE BY OTHERS � -- - --- WITH FLOW CONTROL TO REGULATE HOT WATER SUPPLY �_- as • : Q 4. 9 m SHOWERFLOW TO 20 GPM -- 1/2" THREE WAY ANGLE STOP VALVE a . . °< FLOOR SLAB ---- —_ _ 8° ` ��' �'-°��•,' tl INSTANEOUS WATER HEATER, SEE i _-- WELDED CONNECTION SUMP TANK LIFT PUMPS SCHEDULES FOR MAKE AND MODEL ` FERNCO OR EQUAL BY OTHERS EYEWASH DRAIN TO SPILL ON FLOOR FLOOR ' COLD WATER SUPPLY TYPE ADAPTER - - -- �� PLAN PLUGGED ��\ FLOOR � STAINLESS STEEL P-TRAP 3'x4' 304 STAINLESS STEEL 4 EMERGENCY SHOWER EYEWASH 5 INSTANTANEOUS WATER HEATER 6 FLOOR DRAIN DETAIL _ _-�-�--- --- CONTROL PANEL DETAIL NTS DETAIL NTS DETAIL NTS BY OTHERS HOOK I FORK LIFT RATED (HEAVY CABLE/FLOAT DUTY) HINGED DOOR WITH BRACKET BY RECESSED HANDLE OTHERS UPPER GUIDE RAIL BRACKET --------- f FINISHED GRADE �— VTR -- DEPTH AS i, — - GE PIPE BY , . REQUIRED BY 3"V EXTEND _ , j' OTHERS THE INVERT UP TO 3 VTR COLUMN 1000 GALLON ELEVATION 6 PW INLET, SEE PLANS .. PREFABRICATED 304 FOR INVERT ELEVATION STAINLESS STEEL BASIN 1, Pw HIGH WATER ALARM I j PUMPS POWER CORD IN --- FLOOR LAG PUMP ON CONDUITS _ LEAD PUMP ON — BY OTHERSE CYCLE PUMPS NON -SPARKING GUIDE o � CYLINDRICAL OFF - - 'h-y"� �1�' RAILS BY OTHERS s FOOTING � a 1000 GALLON SUMP TANK LOW WATER ALARM �� E-Z OUT RAIL SYSTEM BOTTOM OF TANK ELEVATION BY OTHERS ANCHOR BOLTS PUMP, FLOATS, PIPING, ANTI -FLOATATION CONTROL PANEL BY OTHERS. TBD RING ELEVATION 8 SUMP TANK »»Mh.,,,,,, 7 UMP TANK DETAIL DETAIL NTS�� �..••'""' �"'y. ''••., DETAIL NTS 1WL S. VARA, I :'AN Egg •,y • * ' ' The Haskell Company HASKELL _ �, ) WAREHOUSE EXPANSION ZEPHYRHILLS NATURAL SPRING WATER ARCHITECTURAL : , STATE * a _ 02/21/18 IIIRiversideAvenue Jacksonvile.nodde32202 Phones 904 7e1-4500 ZEPHYRHILLS, FLORIDA DETAILS B PI • •• sy��O•:�.(ZZ� �g ••• pR�p. Qyi�� OR #1 02/14/18 _ m The Information contained on this document is the sole property of NWNA be disclosed SIZE SHEET NO REV NO. A ,� •.• •. �• -" r e and may not copied or to others unless authorized by NWNA. DATE DM SCALE D P-501 � �REV. DRAWN DESIGN FIRMOL "n/•CiGN � REVISION DESCRIPTION DRN. REV. DATE REV. REVISION DESCRIPTION DRN. REV. DATE NO 3401007 CONTR - FREE i . 8 + 7 6 5 4 3 2 1 I 8 7 6 5 4 3 2 1 ABBREVIATIONS A H AIR CHANGES PER HOUR FD FIRE DAMPER CIA OUTSIDE AIR AD ACCESS DOOR FOB FLAT ON BOTTOM OAT OUTSIDE AIR TEMPERATURE ADJ ADJUSTABLE FPM FEET PER MINUTE OC ON CENTER AFF ABOVE FINISHED FLOOR FPS FEET PER SECOND - D AHU AIR HANDLING UNIT FT FEET OR FOOT PD PRESSURE DROP (FT OF H20) ALT ALTITUDE PH PHASE ANSI AMERICAN NAT. STD. INST. GA GAGE OR GAUGE PSI POUNDS PER SQUARE INCH ATFP ANTI -TERRORISM FORCE PROTECTION GAL GALLON PVC POLYVINYL CHLORIDE GBD GRAVITY BACKDRAFT DAMPER BAS BUILDING AUTOMATION SYSTEM GPM GALLONS PER MINUTE BDD BACKDRAFT DAMPER QTY QUANTITY BHP BRAKE HORSEPOWER HOA HAND -OFF -AUTOMATIC SWITCH - BOD BOTTOM OF DUCT HP HORSEPOWER RA RETURN AIR BOL BOTTOM OF LOUVER HR HOUR RH RELATIVE HUMIDITY BTUH BRITISH THERMAL UNIT PER HOUR IN. INCHES RPM REVOLUTIONS PER MINUTE IN. WG INCHES OF WATER GAUGE CD CONDENSATE DRAIN LINE SA SUPPLY AIR CFM CUBIC FEET PER MINUTE KW KILOWATTS SD SMOKE DETECTOR SEER SEASONAL ENERGY EFF. RATIO DB DRY BULB TEMPERATURE LAT LEAVING AIR TEMPERATURE SF SQUARE FEET DDC DIRECT DIGITAL CONTROL LBS POUNDS SP STATIC PRESSURE (" OF H20) DEG DEGREES LBS/HR POUNDS PER HOUR SS STAINLESS STEEL DIA DIAMETER DN DOWN MAX MAXIMUM TBD TO BE DETERMINED DWG DRAWING MBH BTU PER HOUR (THOUSAND) TEMP TEMPERATURE DX DIRECT EXPANSION MCA MINIMUM CIRCUIT AMPS TSP TOTAL STATIC PRESSURE MCC MOTOR CONTROL CENTER TYP TYPICAL (E) EXISTING MD MOTORIZED DAMPER EA EACH MIN MINIMUM UON UNLESS OTHERWISE NOTED EAT ENTERING AIR TEMPERATURE MISC MISCELLANEOUS EER ENERGY EFFICIENCY RATIO MOCP MAX OVER -CURRENT PROTECTION C EL ELEVATION MVD MANUAL VOLUME DAMPER V VOLT ESP EXTERNAL STATIC PRESSURE VV VARIABLE AIR VOLUME EWT ENTERING WATER TEMPERATURE N.C. NORMALLY CLOSED VFD VARIABLE FREQUENCY DRIVE NIC NOT IN CONTRACT NO. NUMBER W WATTS F FAHRENHEIT N.O. NORMALLY OPEN WB WET BULB FSD COMBO FIRE/SMOKE DAMPER NTS NOT TO SCALE I 1w 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 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 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 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. DRAWING INDEX SHEET SHEET TITLE 1 REV DATA M-001 HVAC SYMBOLS & ABBREVIATIONS B 02/21/18 M-110 OVERALL HVAC FLOOR PLAN B 02/21/18 M-111 ENLARGED HVAC FLOOR PLAN B 02/21/18 M-601 HVAC DETAILS, SCHEDULES & CONTROLS B 02/21/18 Grand total: 4 ow IoO IN. 1� f'ANI AL ENGINEER 4 : o. 78 89 ; y STATE rp ,��P•G EV. PLAN SYMBOLS FLEX DUCT WALL SWITCH FLEX CONNECTION ® SUPPLY DIFFUSER MITERED ELBOW W/ F/I 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 u l DUCT MOUNTED THERMOSTAT THERMOSTAT / TEMPERATURE SENSOR iH DUCT MOUNTED SMOKE DETECTOR HUMIDISTAT / HUMIDITY SENSOR OR 41E 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 POINT OF DISCONNECT SHEET NUMBER RECTANGULAR TO ROUND TRANSITION ENLARGED PLAN OR DETAIL EQUIPMENT IDENTIFICATION SUPPLY OR OA FLOW 000 INDICATOR VOLUME DAMPER AIR DEVICE DESIGNATION }- VERTICAL DUCT RISE -CFM 200 A AIR DEVICE DESIGNATION (SEE AIR DISTRIBUTION SCHEDULE FOR DESCRIPTION) VERTICAL DUCT DROP 1 r ) INDICATES RECTANGULAR DUCT 18x6 t 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. 18x6-INDICATES FLAT OVAL DUCT 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. 18 0 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. B PI A OR#1 REVISION DESCRIPTION DRN. REV. DATE REV, REVISION DESCRIPTION 6 5 HASKELL III IIRiversideAven Ahe Haskell venue 02/21/18 Jacksonville. Fbrida 32202 Phone # (W4) 7014500 02/14/18 DRN. REV. DATE DRAWN DESIGN FIRM 3401007 CONTROL NO. A 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. LINE - 5 ARCHITECTURAL 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 DM SCALE D M-00 1 2 1 ED] C 0 0 -^ - -- ' -_j'-~^' ^.vf- 8 7 6 5 4 3 2 1 Ix 10 3 J4 (4.9- 5 6 JA� _,• � I'I';: ... ...Iio- tI1 lK3I:.�I.. ' a; 1,.M'.•., ,I'i `�IIer.' 7 -L"Ku�f 1- I, 1- 1 +Yid- 12 e_ � 4e- s;I _11- I I 8 9 10) 13 a, "wm afso" tiow ffitatoiwvttW% , w *tlM %"f*m" n","M "me gW* oi* M" ft*Voft, MMro OHM ,W" WRO vim a 00ft W^R %Ak0I Iftm em am e�lYlr M!m fork trt.icks�a�d:Ps , NG BOTTLES- y FT I -I F T KS M 4 3 Ito bottlesa A Mscra scrap10"0 DOUBLE -WALL 304 STAIN LE SS ST EE'6CY)L4leL I i t i b p y bo_tle I - 0 EA DUCT DOWN TO BOTTLE WASHER7 UST CONNECTION. COORDINATE .-� I EXACT LOCATION AND CONNECTION TYPE WITH PROCESS EQUIPMENT INSTALLER. HE ICAL } 0 CEB , /^ r n,, -.- _.:.-.: .rn•a.r-_-_-um-.-:*'_kI:i1 III�� I1I {1 ii;I:I --t``:'�'t`bx��r''.}•d�l,'�,�- " v�I �- _.a','Y y,.j _ ,iIi1�Vi,Ii�I 1.t�III tII:�III .Ik:�i,:� :. Ir,1":'1-.,I1 _,-.ry__.k-_-,_ •�f . L„' LtI __—_..-,.—.��,�i -!'iI'\_�.'.'.o-II,-_� ./._-�-d''.�'.'-.:`.V ±_..._.�.'�., � .`IG` `.II ` . : n-',_•.� ` .i_�t. -' �.- .�I�i _ i` -� -'Y -,_�-_`-_.-, _ _J II }`_tl-,ryq �n.I�: , ,A �T y ,•y.�,.,,-;-_1� �,. �II z- ` -r-#' /-- .- .._.1.'t.'.:_ t_ _}-1w_.!r'Io►'��S.' .Y.S,,�, F;f�r;.S.�'��__7. ._.�_- a. .l_1,j c"'<A S#- fi� 'I) N amnl;C.fG0DTJTi ( I 1} hO.��.{.N _- R-►. ...-....-O___ ._O. __...-F..- ._-..)F- - _.. ..__.. _.. - � �1f1f!IIi�{{III .our�af I hub 4-_ UJ VISUAL S: p BAR CODE �`et I� ��!I a \,1 2 WATER PRO . SrD-- e��N.AA.5) rrFILLER RI_12/3+- CAPPER TP1 �.+�. Mi IOS : /■ �+ x._v. UP � I llR FILLER IL12+ APBER.OEr FCONTROL 00 RA 0 LV tl F st U11.3 raw1 n . --0 mtti EM T i --pallet' i n I0FT B fI CC 7 OZONKID] _. C IF I 1 : - t PAOCESS SKID I I ;N±lh`k: I &NKAY �Nmi++ :6:K;Av 'A'951 "9ww- [reNW acme00b exan •, &AWANkW& 490, ANO ,SAW :AtA;daY' 'd4 Ro +NP&YAG" 4Ms3f'AM 0 0 4NM AIIIIIIIIIIIIII 49M JM Ift: IKA'+ t., " INI'm ,'abMP .aim ramp 4A91, Gag, tS3.M am RYIY am 41111111111111111, iMk MEN, 40M 92ft aiRA AVIV .Y11111V " :«vdn.px.. w'a'aSr a&itdl'd' ,°•3W s 101W o(M. Il® foi-k EXISTING SF-1A TO BE I RELOCATED. CAP AND • �` INSULATE EXISTING ROOF Ur K N KK U CURB WATER TIGHT. AREA " A E SF-1A • ~ (RELOCATED) ID) ,J MECHANICAL CONTRACTOR TO RESUSE ALL ' �� - 1 COMPONENTS AND ACCESSORIES. ONLY THE ROOF CURB AND ANY REQUIRED HURRICANE/WIND CONNECTIONS/RESTRAINTS : SHALL BE NEW. 19 I I I - ---- -- ---- - E'1 - ENLARGED HVAC FLOOR PLAN ,# 1' \LL WF • 4 1. S. ZVARA P.LN * - _ HASKELL The Haskell Company+ . ; � Riverside Avenuealli -o STAt'E', f : B l 1 I I 02/21 /18 Jacksonville, Fkxda 32202 phone 0 (904) 791-4500 �Q,c:'•.� 0 R1Op ..:' Q A OR#1 02/14/18 _ ,..• (,ORr IF 4TE I 1)1 LI.II II L.I :E DESIGN FIRM DRAWN REV. REVISION DESCRIPTION DRN. REV. DATE REV. REVISION DESCRIPTION DRN. REV. DATE CONTROL NO 3401007 .._. 7 .... 6 5 4 3 xVIawl 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 DM_ SCALE 2 N KEY PLAN ARCHITECTURAL ENLARGED HVAC FLOOR PLAN SIZE SHEET NO D M-111 REV NO C 0 a 1w C 9V 1w 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 H - INSECT SCREEN /- GALV. STL. LAG BOLTS — L 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 COVER BMS O o He H HA HOLDING COIL THERMOSTAT OR CO SENSOR CONTACT FROM INTERLOCKED EQUIPMENT (SEE INTERLOCK SCHEDULE) THREE PHASE FAN CONTROL TO BMS CURRENT SENSING cR RELAY _fI 4 OVERLOADS 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 TEKA 412-243/4" "' z_ FROM STRAP TO Q CURB @ EACH STRAP ------- -------_- TEK/4 412-247/8" FROM - CURB TO STL. ANGLE @ 12" O.C. 1/2" ROUND BOLT @ - EACH STRAP. 2 MECHANICAL EQUIPMENT CURB DETAIL DETAIL I NTS r , � 5 4 3 2 -- 1 SEALANT MATERIAL SHT. MTL. FLASHING RECEIVER �- HIGH -DOMED, CAPPED GASKETED FASTENERS @ 18" O.C., MIN. 2 FASTENERS PER SIDE TEKA 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 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 STANDARD PENETRATION DETAIL.'Ur-- SEE 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, AlIQUI nnn 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 TO BMS CURRENT SENSING cR 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"x%5" 668 5 E: 460/3 1,100 GREENHECK RBS-3L48 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 STARTERNFD AND SEPARATE SAFETY DISCONNECT SWITCH, PROVIDE "EARLY BREAK/LATE MAKE" DISCONNECT TO STARTER/VFD, INTERLOCKED FOR START/STOP. FOR REMOTE VFD LOCATED GREATER THAN 150 FT. FROM FAN MOTOR, PROVIDE HIGH FREQUENCY dv/dt MOTOR FILTER AND LOAD REACTOR FOR VOLTAGE SPIKES. SEE VFD SCHEDULE. No, W, o ; e{vo. 78 STATE REVISION DESCRIPTION Vlo�v' W 6 B PI A OR#1 DRN. REV. DATE REV. REVISION DESCRIPTION 5 ® EXHAUST FAN EF-1 CT NOTE: ISTARTER BI-STATUS 1. REFER TO INTERLOCK SCHEDULE AND BOTTLE WASHER CONTROL PANEL FLOOR PLAN FOR INTERLOCKED EQUIPMENT. POINTS LIST - (BOTTLE WASHER EXHAUST) POINT DESCRIPTION ANALOG BINARY ANALOG BINARY ALARM DISPLAY ON INPUT INPUT OUTPUT OUTPUT POINT USERINTERFACE EXHAUST FAN STATUS X X EXHAUST FAN ENABLE/DISABLE _ X X EXHAUST FAN FAULT X X X BOTTLE WASHER CONTROL PANEL X X PHYSICAL POINTS TOTAL REQUIRED SPARE POINTS NOTES: INTERLOCK SCHEDULE UNIT INTERLOCKS WITH EF-1 BOTTLE WASHER BI-EXHAUST FAN STATUS BO-EXHAUST FAN ENABLE/DISABLE BI-EXHAUST FAN FAULT 0 3 0 1 1 1 1 1 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. HASKELLThe Haskell IRfveralde Aovenuey 02/21 / 18 JecksonvNe, FWda 32202 Phone • (904) 791-4500 02/14/18 DRN. REV. DATE DRAWN DESITRL GNOFIRMNO.3401007 CON'. 4 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. LINE - 5 tt,-r-DTI I M A I ZEPHYRHILLS NATURAL SPRING WATER HVAC DETAILS, SCHEDULES & ZEPHYRHILLS, FLORIDA CONTROLS 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: DM SCALE D M-601 2 71 0 X M /_- ' LI_ -1 1' 1 '1 ! 1 11 I 1 _ _ 8 7 6 5 LINE TYPES POWER CONDUIT PDT POWER/DATA/TELEPHONE COMBINATION FLOOR BOX C CONDUIT TURNED UP CP CEILING PROJECTOR. PROVIDE 2' X 2' SUSPENDED CEILING TILE REPLACEMENT PLATE EQUAL TO CHIEF #CMS445, WITH ONE DUPLEX RECEPTACLE CONDUIT TURNED DOWN OR DIRECT CONNECTION OUTLET. SEE SYSTEMS LEGEND FOR VIDEO REQUIREMENTS. / UNDERFLOOR OR UNDERGROUND CONDUIT RECEPTACLE DUPLEX WALL EMERGENCY POWER �PTZ LOW VOLTAGE (24V) WIRING SYSTEM GFI RECEPTACLE DUPLEX WALL W/GROUND FAULT CIRCUIT INTERRUPTER �t D WP SUBSCRIPT WP = WEATHER PROOF IN -USE COVER WITH WEATHER BRANCH CIRCUIT HOMERUN RESISTANT RECEPTACLE - NO HASHMARKS DENOTES 3 WIRES (PHASE, NEUTRAL, GROUND) e qS RECEPTACLE SINGLE WALL SUBSCRIPT S= SWITCHED SIMPLEX B ® L I G H T I N G D RECEPTACLE DUPLEX WALL Al SUBSCRIPT D = DEDICATED LUMINAIRE SUBSCRIPTS (TYPICAL) a S = SWITCHED DUPLEX (TOP HALF TO BE SWITCHED) Al = LUMINAIRE TYPE ID R RECEPTACLE SPECIAL PURPOSE WALL a = SWITCHING SUBSCRIPT # = NEMA CONFIGURATION UNSW = UNSWITCHED R = RANGE LUMINAIRE, RECESSED 2' X 4' WITH OUTLET RECEPTACLE DOUBLE DUPLEX WALL 0 LUMINAIRE, SURFACE 2' X 4' WITH OUTLET RECEPTACLE DOUBLE DUPLEX FLOOR 8 B ® ® LUMINAIRE, RECESSED 1' X 4' WITH OUTLET RECEPTACLE DUPLEX FLOOR El 0 LUMINAIRE, SURFACE 1' X 4' WITH OUTLET RECEPTACLE DUPLEX CEILING F ® SUBSCRIPT AC = LOCATED ABOVE ACCESIBLE CEILING LUMINAIRE CEILING MOUNTED CR = CORD REEL AT STRUCTURE OR CEILING C� LUMINAIRE, WALL MOUNTED F = FLUSH MOUNTED AT CEILING Q RECEPTACLE CLOCK POWER C LUMINAIRE, WALL MOUNTED A 0 JUNCTION BOX FLOOR LUMINAIRES AND SUPPORT RAIL SUBSCRIPT A = AUDIO OUTLET, 2 GANG, BLANK PLATE LUMINAIRE/ LIFE SAFETY AND/OR NIGHTLIGHT, RECESSED OR V = VIDEO OUTLET, 1 GANG, BLANK PLATE B SURFACE MOUNTED 2'X4' WITH OUTLET OA JUNCTION/ OUTLET BOX ❑ SUBSCRIPT A = AUDIO OUTLET, 2 GANG, BLANK PLATE ® LUMINAIRE/ STANDBY AND/OR NIGHTLIGHT, RECESSED OR SURFACE D = DOOR OPERATOR CONNECTION MOUNTED 2'X4' WITH OUTLET E = MODULAR FURNITURE WHIP CONNECTION M V = VIDEO OUTLET, 1 GANG, BLANK PLATE • LUMINAIRE/ LIFE SAFETY AND/OR NIGHTLIGHT, CEILING MOUNTED � DISCONNECT SWITCH LUMINAIRE/ STANDBY AND/OR NIGHTLIGHT, CEILING MOUNTED O SUBSCRIPT #/#/# = SIZE/# POLES/ENCLOSURE f LUMINAIRE/ LIFE SAFETY, WALL MOUNTED FUSED DISCONNECT SWITCH Ap SUBSCRIPT #/#/#/# = SIZE/# POLES/FUSE/ENCLOSURE LUMINAIRE/ STANDBY, WALL MOUNTED V LUMINAIRE/ LIFE SAFETY, BATTERY WALL PACK CB CIRCUIT BREAKER DISCONNECT SWITCH SUBSCRIPT #/#/# = SIZE/# POLES/ENCLOSURE EP Z LUMINAIRE EXIT - PROVIDE FACES AND ARROWS AS REQUIRED m MAGNETIC MOTOR STARTER ® D SUBSCRIPT #/#/# = # POLES/STARTER/ENCLOSURE *-Q LUMINAIRE EXTERIOR FLOODLIGHT MP COMBINATION STARTER •� LUMINAIRE AREA RECTANGULAR POLE MOUNTED SUBSCRIPT #/#/#/#/# = SIZE/# POLES/FUSE/STARTER/ENCLOSURE B LUMINAIRE/ LIFE SAFETY AREA RECTANGULAR POLE MOUNTED ❑T TRANSFORMER BUILDING SERVICE (SEE PAD MOUTED TRANSFORMER DETAIL) fffl 0-0 LUMINAIRE AREA CIRCULAR POLE MOUNTED UT UTILITY TRANSFORMER BUILDING SERVICE aD(SEE LUMINAIRE/ LIFE SAFETY AREA CIRCULAR POLE MOUNTED PAD MOUTED TRANSFORMERDETAIL) LUMINAIRE AREA POST TOP OR BOLLARD FEW TA TRANSFORMER SUBSCRIPT TA = PANEL DESIGNATION LUMINAIRE/ LIFE SAFETY AREA POST TOP OR BOLLARD LA PANELBOARD ® D �-► LUMINAIRE DIRECTIONAL SUBSCRIPT LA = PANEL DESIGNATION $3 SINGLE POLE SWITCH © HA MAIN SWITCHBOARD SUBSCRIPT a,b = MULTIPLE LEVEL(DUAL SWITCHING) SUBSCRIPT HA = PANEL DESIGNATION D = DIMMER (2000W UON) F = CEILING FAN Q MAIN SUBSTATION K = SINGLE POLE KEY A LM _ LOW VOLTAGE MASTER no PUSHBUTTON LV = LOW VOLTAGE CONTROLLER M = MANUAL MOTOR © CONTACTOR 0 = WALL MOUNTED OCCUPANCY SENSOR, WATTSTOPPER #PW-100 TC TIME CLOCK P = PILOT LIGHT T = TIMER 0 GENERATOR TE = THERMAL ELEMENT V = VOLUME CONTROL �M METER A 2 = TWO -POLE 3 = THREE-WAY HD HAND DRYER 4 = FOUR-WAY M.:.Vq� ® RELAY Is M.VALENf,P -_ ELE RICAL ENGINEf F� ST/ATE 0 ° A PI J°• <<�1��;�� OWNER REVIEW REG.NO 67770 REV. REVISION DESCRIPTION DRN. REV. DATE REV. REVISION DESCRIPTION 8 7 6 5 SECURITY 0 SUPERSCRIPT C = CEILING P = PEDESTAL D = DESK R = RACK F = FLUSH S = SURFACE H = HIDDEN T = TURNSTILE M = MULLION W = WALL VIDEO CAMERA WITH LENS SUBSCRIPT PTZ = PAN/TILT/ZOOM PZ = PAN/ZOOM VOLUMETRIC SENSOR AUDIO DEVICE SUBSCRIPT B = BELL C = CHIME D = BI-DIRECTIONAL SPEAKER H = HORN K = KLAXON L = LISTEN -IN M = MICROPHONE P = PIEZO HORN S = SPEAKER Z = BUZZER CARD ACCESS READER SUBSCRIPT B = BARCODE F = ELEVATOR FLOOR CALL H = ELEVATOR HALL CALL M = MAG STRIP P = PROXIMITY S = SMART CARD T = TOKEN W = WEIGAND CARD ACCESS READER WITH TOUCH PAD CARD ACCESS READER WITH TIME AND ATTENDANCE CONTROL PANEL SUBSCRIPT B = BURGLAR D = DOOR P = PERIMETER INTERCOM STATION SUBSCRIPT M = MASTER S = SUBSTATION A = ADMINISTRATION ANNUNCIATOR PANEL BALANCE MAGNETIC DOOR POSITION SWITCH ELECTRONIC PANIC BAR ELECTRONIC LOCK SUBSCRIPT D = DEADBOLT H = HYBRID L = LATCH SET M = MAGNETIC S = STRIKE KEYPAD DEVICE MONITOR SUBSCRIPT D = DATA G = GRAPHIC M = MULTISCREEN V = VIDEO MOTION DETECTOR SUBSCRIPT D = DUAL TECHNOLOGY IR = INFRARED M = MICROWAVE U = ULTRSONIC X = REQUEST FOR EXIT RECORDER SUBSCRIPT A = AUDIO D = DIGITAL V = VIDEO SPEAKER - WALL FAAP FRCP K E Am A ©A SD A 3 FIRE ALARM 2 1 ABBREVIATIONS �c ON ANY SYMBOLS INDICATES MOUNTED 6" C/L ABOVE SINK OR COUNTER FOR COUNTERS WITHOUT BACKSPLASHES AND 4" C/L ABOVE BACKSPLASH FOR COUNTERS WITH BACKSPLASHES. AC AIR COMPRESSOR ACCU AIR COOLED CONDENSER UNIT AFF ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE AHU AIR HANDLING UNIT ATS AUTOMATIC TRANSFER SWITCH BFG BELOW FINISHED GRADE CRU COMPUTER ROOM UNIT DCU DUCTLESS SPLIT AIR CONDITIONING OUTDOOR UNIT EL EMERGENCY LIGHT EWC ELECTRIC WATER COOLER FPB FAN POWERED TERMINAL BOX GFI GROUND FAULT INTERRUPTER GFCI GROUND FAULT CIRCUIT INTERRUPTER NL NIGHTLIGHT RFRG REFRIGERATOR RTU ROOF TOP UNIT TE THERMAL ELEMENT SWITCH UH UNIT HEATER UNSW UNSWITCHED UON UNLESS OTHERWISE NOTED UPS UNINTERRUPTABLE POWER SUPPLY WP WEATHER PROOF WAP WIRELESS ACCESS POINT FIRE ALARM BELL VAV VARIABLE AIR VOLUME UNIT FIRE ALARM STROBE SUBSCRIPT NONE = UL 1971, 15cd STROBE A = UL 1971, 30cd STROBE B = UL 1971, 60cd STROBE C = UL 1971, 110cd STROBE FIRE ALARM SMOKE DETECTOR SUBSCRIPT A = FIRE ALARM SMOKE DETECTOR WITH AUXILIARY CONTACTS D = FIRE ALARM SMOKE DETECTOR DUCT MOUNT R = FIRE ALARM SMOKE DETECTOR WITH REMOTE STATUS INDICATOR AND KEY TEST SWITCH C = CARBON MONOXIDE DETECTOR 120 = 120V POWERED FIRE ALARM SMOKE DETECTOR SMOKE DAMPER CONNECTION FIRE/SMOKE DAMPER CONNECTION FIRE ALARM HEAT DETECTOR SUBSCRIPT A = FIRE ALARM HEAT DETECTOR WITH AUXILIARY CONTACTS F = FIRE ALARM HEAT DETECTOR FIXED TEMPERATURE R = FIRE ALARM HEAT DETECTOR RATE OF RISE R/C = FIRE ALARM HEAT DETECTOR RATE COMPENSATION R/T = FIRE ALARM HEAT DETECTOR COMBINATION FIRE ALARM TAMPER SWITCH GENERAL NOTES: FIRE ALARM FLOW SWITCH 1. ALL SYMBOLS MAY NOT APPLY TO THIS PROJECT. EMERGENCY CALL STATION 2. FOR MOUNTING HEIGHTS REFER TO ELECTRICAL DEVICE ELEVATION DETAIL. MAGNETIC DOOR CONTACT (HOLDER) 3. THE CONTRACTOR SHALL INSURE THAT ALL WORK COMPLIES WITH THE FOLLOWING: ALARM VOICE COMMUNICATION PANEL, MAIN HEADEND NFPA 70, NATIONAL ELECTRIC CODE, 2011 ALARM VOICE COMMUNICATION PANEL, FIREMAN'S PHONE NFPA 72, NATIONAL FIRE ALARM AND SIGNALING CODE ALARM ABORT SWITCH FIRE ALARM FLAME SWITCH FIRE ALARM GAS DETECTOR FIRE ALARM POST INDICATOR VALVE FIRE ALARM ANNUNCIATOR PANEL REMOTE FIRE ALARM CONTROL PANEL FIRE ALARM PULL STATION SUBSCRIPT K = FIRE ALARM KEY STATION FIRE DEPARTMENT KEY BOX (KNOX BOX) FIRE ALARM SPEAKER/STROBE SUBSCRIPT NONE = UL 1971, 15cd STROBE A = UL 1971, 30cd STROBE B = UL 1971, 60cd STROBE C = UL 1971, 110cd STROBE FIRE ALARM CEILING MOUNTED SPEAKER/STROBE SUBSCRIPT NONE = UL 1971, 15cd STROBE A = UL 1971, 30cd STROBE B = UL 1971, 60cd STROBE C = UL 1971, 110cd STROBE FIRE ALARM SPEAKER ONLY FIRE ALARM MINI SPEAKER/STROBE SUBSCRIPT NONE = UL 1971, 15cd STROBE A = UL 1971, 30cd STROBE B = UL 1971, 60cd STROBE C = UL 1971, 110cd STROBE MECHANICAL EQUIPMENT /0/ MOTOR SINGLE PHASE, SEE MECHANICAL EQUIPMENT CONNECTION SCHEDULE 0 MOTOR THREE PHASE, SEE MECHANICAL EQUIPMENT CONNECTION SCHEDULE AA-1 EQUIPMENT TAG, SEE MECHANICAL EQUIPMENT CONNECTION SCHEDULE 0 HEATER, ELECTRIC RESISTANCE, SEE MECHANICAL EQUIPMENT CONNECTION SCHEDULE ELECTRICAL SHEET LIST E-001 LEGEND E-002 NOTES E-003 SCHEDULES E-100 SITE PLAN ED111 DEMOLITION PLAN EL111 LIGHTING PLAN EP111 POWER PLAN E-501 ELECTRICAL DETAILS E-502 ELECTRICAL DETAILS E-601 POWER RISER DIAGRAM E-602 MECHANICAL EQUIPMENT CONNECTION SCHEDULE E-603 PANEL SCHEDULES WAREHOUSE EXPANSION ARCHITECTURAL 40�HASKELL IhIRiversid Ae�ey 1* I ZEPHYRHILLS NATURAL SPRING WATER 02/21/18 Jedcsonvlle,Ffodda32202 f ZEPHYRHILLS, FLORIDA LEGEND Phone N (9N) 791-4500 02/14I1 8 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 DRN. REV. DATE DRAWN DESIGN FIRM 3401007 ' I it DATE DIM SCALE D E-001 CONTROL NO .4�FELL, I>I'' 4 3 2 1 C C 0 I t. PROJECT ELECTIRCAL NOTES: 1. PROVIDE ELECTRICAL WORK TO COMPLY WITH ALL APPLICABLE CODES AND NESTLE WATER NORTH AMERICA (NWNA) DESIGN GUIDELINES. IF ANY DISCREPANCIES EXIST BETWEEN NWNA DESIGN GUIDELINES AND THE BELOW SPECIFICATION, NWNA DESIGN GUIDELINES SHALL GOVERN. GENERAL ELECTRICAL SPECIFICATION 1) WIRE SHALL BE 600V RATED COPPER, WIRE SIZE #14 THRU #310 SHALL BE TYPE THHN OR THWN, #4/0 AND LARGER SHALL D BE TYPE THHN OR XHHW. POWER WIRING FOR MECHANICAL EQUIPMENT SHALL BE A MINIMUM OF THREE (3) #10'S. CONTROL WIRING SHALL BE A MINIMUM OF TWO (2) #14'S. HOME RUNS SHALL BE A MINIMUM OF THREE (3) #10'S. GROUND CONDUCTORS SHALL BE GREEN. NEUTRAL CONDUCTORS SHALL BE WHITE. USE "BOY" COLORS FOR ALL INSULATION (BLACK, RED, BLUE FOR 208 VOLTS; BROWN, ORANGE, YELLOW FOR 480 VOLTS). a) WIRE SIZE: i) MECS WIRE SIZE — WHEN WIRE SIZE IS NOT SHOWN ON THE MECS REFER TO THE FEEDER SCHEDULE. INCREASE WIRE SIZES TO ACCOMMODATE VOLTAGE DROP. b) WIRE TYPE: i) BUILDING WIRE SHALL BE 600 VOLT RATED WITH "BOY" COLORED INSULATION. 2) REFER TO BRANCH CIRCUIT WIRE SIZING CHART TO ACCOMMODATE INCREASED WIRE AND FEEDER SIZES FOR VARIOUS CIRCUIT DISTANCES ACCOUNTING FOR VOLTAGE DROP. 3) CURRENT CARRYING MATERIAL SHOWN ON PLANS IS BASED ON COPPER. BRANCH CIRCUITS SHALL BE COPPER ONLY. 4) NEW RACEWAY SHALL BE METALLIC OF SIZE AS NOTED ON THE DRAWINGS OR AS DICTATED BY THE CODES IN EFFECT. THE CONTRACTOR MAY CHOOSE TO INCREASE THE SIZE OF THE RACEWAY AT HIS DISCRETION BUT WITH NO ADDITIONAL COST TO THE OWNER. WHERE NOT SUSCEPTIBLE TO PHYSICAL DAMAGE, THE CONTRACTOR MAY CHOOSE TO RUN MC CABLE IN WALLS FOR CONCEALED BRANCH CIRCUITS, NO MORE THAN 12' TO A RECEPTACLE AND U TO A LIGHT FIXTURE. IN NO CASE WILL MC CABLE BE ALLOWED OTHER THAN TO THE CONCEALED BRANCH CIRCUITS AS SPECIFIED. EMT MAY BE USED FOR EXPOSED BRANCH CIRCUITS. MINIMUM CONDUIT SIZE SHALL BE 3/4". CONTRACTOR MAY RUN ARMORED FIRE ALARM/CONTROL CABLE CONCEALED IN WALLS OR ABOVE CEILING. a) WIRE PATHWAYS SHALL BE AS FOLLOWS: i) WIRING WITHIN ELECTRICAL ROOMS — CONDUIT. ii) WIRING AT EXTERIOR — CONDUIT. C iii) WIRING IN CLASSIFIED AREAS — CONDUIT. iv) UNDERGROUND — PVC WITH RMC SWEEPS. v) WASHDOWN AREAS — STAINLESS STEEL CONDUIT OR PVC COATED RMC. 5) CONDUIT: a) UNDERGROUND CONDUIT SHALL BE PVC WITH RIGID STEEL WIDE RADIUS SWEEP TYPE ELBOWS. MINIMUM CONDUIT SIZE IS 3/4" UNLESS OTHERWISE NOTED. USE HOT DIPPED GALVANIZED STEEL WITH THREADED AT ALL VERTICAL RISE ELBOWS AND RUNS TO ABOVE GRADE. PROVIDE BUSHINGS ON OPEN ENDS. b) EXPOSED CONDUIT SHALL BE RMC OR IMC TO 15' AFF. ABOVE MAY BE EMT. c) CONCEALED CONDUIT SHALL BE EMT. d) EXTERIOR CONDUIT OR CONDUIT IN WET/DAMP LOCATIONS SHALL BE RMC. e) EMT CONDUIT SHALL HAVE COMPRESSION FITTINGS. f) WASHDOWN AREAS SHALL BE STAINLESS STEEL OR PVC COATED RIGID STEEL. 6) MATERIALS SHALL BE NEW AND UL APPROVED/LABELED. 7) PROVIDE GROUNDING/BONDING BUSHINGS ONTO METAL CONDUIT AT SERVICE LOCATIONS AND WHERE APPLICABLE PER NEC. 8) PROVIDE LUGS FOR REQUIRED ELECTRICAL EQUIPMENT INCLUDING OWNER FURNISHED EQUIPMENT. 9) JUNCTION BOXES AND PULL BOXES SHALL BE SIZED BY THE CONTRACTOR PER NEC REQUIREMENTS AND BE OF THE PROPER NEMA CLASSIFICATIONS FOR THE LOCATIONS WHERE INSTALLED. WHERE BOXES OCCUR ABOVE OTHER THAN LIFT - OUT CEILING, ACCESS PANELS MUST BE PROVIDED. CONTRACTOR SHALL COORDINATE WITH OTHER TRADES. 10) NEUTRAL WIRES SHALL BE PIGTAILED TO RECEPTACLES SO THAT A RECEPTACLE CAN BE REMOVED FOR REPLACEMENT B WITHOUT THE NEUTRAL CONNECTION TO OTHER RECEPTACLES ON THE CIRCUIT BEING DISCONNECTED. WHEN STRANDED WIRE IS USED FOR RECEPTACLE AND LIGHTING CIRCUIT, CONNECTIONS TO THE DEVICES SHALL BE MADE USING VINYL INSULATED "STAKON" CONNECTOR TERMINALS. 11) THERE SHALL BE NO SPLICES IN CONDUCTORS NO.6 AWG AND LARGER. 12) LABEL JUNCTION BOX COVERS WITH A PERMANENT "MAGIC" MARKER OR OTHER MEANS TO IDENTIFY THE CIRCUITS WITHIN. FOR EXAMPLE, A JUNCTION BOX CONTAINING LIGHTING CIRCUITS 21, 23, 25 FROM PANEL P1 WOULD BE LABELED "P1-21, 23, 25". 13) RACEWAYS LEAVING THE SERVICE ENTRANCE PANEL AND DISTRIBUTION PANELS SHALL BE CLEARLY MARKED AS TO THEIR CIRCUIT NUMBER. FOR EXAMPLE, A CONDUIT CONTAINING CONDUCTORS FOR PANEL MDP, CIRCUIT NO.5 WOULD BE MARKED MDP-5. EMPTY CONDUITS SHALL BE MARKED "EMPTY". 14) CONDUIT AND BOXES PASSING THROUGH OR INSTALLED WITHIN FIREWALLS AND SMOKE WALLS SHALL BE INSTALLED TO MAINTAIN THE INTEGRITY OF THE WALL THROUGH WHICH IT PASSES. CONTRACTOR SHALL INSTALL BOXES AND CONDUIT WITHIN 1/8" OF WALL SURFACE. 15) PROVIDE SELF-ADHESIVE PHENOLIC NAMEPLATES FOR NEW AND EXISTING PANELS, SWITCHES AND STARTERS INVOLVED WITH PROJECT. NAMEPLATES SHALL BE BLACK WITH WHITE LETTERING. INFORMATION ON NAMEPLATES SHALL BE AS FOLLOWS: i) EQUIPMENT 3/4" LETTER HEIGHT. ii) VOLTAGE/AMPS 1/4" LETTER HEIGHT. iii) HP OR WATTS 1/4" LETTER HEIGHT. 16) ENCLOSURES - PROVIDE THE FOLLOWING ENCLOSURE RATINGS: a) NEMA 1 FOR OFFICE AREA, ELECTRICAL ROOMS AND OTHER FINISHED CONDITIONED SPACES. A b) NEMA 12 FOR INTERIOR PROCESS AREAS. c) NEMA 313 FOR EXTERIOR SPACES. d) FOR HAZARDOUS LOCATIONS PROVIDE ENCLOSURES FOR THE LISTED HAZARD CLASSIFICATION. N Ni. AL , PE ELECTRICAL ENGINIZER REV. REVISION DESCRIPTION 8 � 7 ELECTRICAL DEMOLITION GENERAL NOTES: 1) ELECTRICAL DEMOLITION DRAWINGS ARE DIAGRAMMATIC AND INDICATE THE GENERAL INTENT AND SCOPE. DURING FIELD INVESTIGATION, SOME EXISTING ELECTRICAL DEVICES MAY NOT HAVE BEEN LOCATED DUE TO UNMOVABLE FURNITURE AND/OR EQUIPMENT LOCATED AGAINST WALLS. REFER TO ARCHITECTURAL AND CIVIL PLANS FOR LIMITS OF DEMOLITION WORK. THE ELECTRICAL CONTRACTOR SHALL VERIFY QUANTITIES AND SCOPE OF DEMOLITION WORK IN THE FIELD AND SHALL PROVIDE LABOR AND EQUIPMENT TO COMPLETE WORK AS REQUIRED. REMOVE ALL ELECTRICAL DEVICES (INCLUDING, BUT NOT LIMITED TO, DEVICES FOR POWER, COMMUNICATION, SECURITY, FIRE ALARM AND PUBLIC ADDRESS SYSTEMS) IN/ON WALLS OR CEILINGS BEING REMOVED DURING DEMOLITION IN THEIR ENTIRETY BACK TO SOURCE. 2) REMOVE ALL JUNCTION BOXES, BACK BOXES, COVER PLATES, WIRING AND CONDUIT IN ITS ENTIRETY BACK TO SOURCE ASSOCIATED WITH ELECTRICAL, COMMUNICATION, FIRE ALARM DEVICES, AND LIGHTING REMOVED DURING DEMOLITION, UNLESS SPECIFICALLY NOTED OTHERWISE ON THE DRAWINGS. 3) REMOVE ALL ELECTRICAL CONTROLS; DISCONNECT SWITCHES, JUNCTION/BACK BOXES, WIRING, AND CONDUIT ASSOCIATED WITH MECHANICAL/PLUMBING EQUIPMENT BEING REMOVED IN THE PROJECT (SEE MECHANICAL DEMOLITION CONTRACT DOCUMENTS). 4) SALVAGEABLE EQUIPMENT REMOVED SHALL BECOME PROPERTY OF THE OWNER AND SHALL BE STORED ON SITE AS DIRECTED. MATERIALS CONSIDERED NON -SALVAGEABLE BY THE OWNER SHALL BE REMOVED FROM SITE IN ITS ENTIRETY AND BE DISPOSED OF BY THE ELECTRICAL CONTRACTOR IN ACCORDANCE WITH APPLICABLE LAWS. CONTRACTOR SHALL PALLETIZE SALVAGEABLE EQUIPMENT AND MOVE TO A LOCATION WITHIN PROJECT LIMITS AS DETERMINED BY OWNER. PRIOR TO COMMENCING WITH DEMOLITION THE CONTRACTOR SHALL MEET WITH THE OWNER TO DETERMINE WHAT IS CONSIDERED SALVAGEABLE AND NON -SALVAGEABLE MATERIAL. 5) THE OWNER IS RESPONSIBLE FOR THE REMOVAL OR ABATEMENT OF ANY AND ALL HAZARDOUS MATERIALS PRIOR TO THE CONTRACTOR COMMENCING WITH HIS WORK. HOWEVER, IF THE CONTRACTOR SHOULD ENCOUNTER ANY MATERIALS, WHICH HE SUSPECTS IS LADEN WITH HAZARDOUS MATERIALS, HE SHALL IMMEDIATELY CASE WORK AND REPORT HIS FINDINGS TO THE OWNER'S REPRESENTATIVE. 6) SHUTDOWNS REQUIRED TO COMPLETE THE DEMOLITION WORK OUTLINED ON THESE DRAWINGS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. SHUTDOWNS SHALL BE COORDINATED THROUGH THE OWNER'S REPRESENTATIVE. SHUTDOWNS INCLUDE EACH ELECTRICAL SYSTEM (POWER, FIRE ALARM, COMMUNICATIONS, SECURITY AND PUBLIC ADDRESS). 7) PRIOR TO COMMENCING WITH DEMOLITION THE CONTRACTOR SHALL INSPECT THE PROJECT SITE, DETERMINE THE CONDITIONS UNDER WHICH DEMOLITION IS TO BE ACCOMPLISHED ALONG WITH THE KIND AND AMOUNT OF MATERIAL BEING REMOVED. IF ANY LATENT HAZARDOUS MATERIAL ARE NOTICED OR SUSPECTED, CONTRACTOR SHALL NOTIFY OWNER IMMEDIATELY AND WAIT FOR FURTHER INSTRUCTIONS BEFORE STARTING OR RESTARTING ANY WORK IN THE PROJECT AREA. 8) TEMPORARILY RELOCATE ELECTRICAL EQUIPMENT AS REQUIRED TO ACCOMMODATE THE CONSTRUCTION SCHEDULE. AREAS NOT UNDER CONSTRUCTION MUST BE KEPT OPERATIONAL DURING CONSTRUCTION. TO ACCOMPLISH THIS, PROVIDE THE NECESSARY TEMPORARY ELECTRICAL SERVICES. REMOVE TEMPORARY DEVICES UPON COMPLETION OF CONSTRUCTION. 9) CONTRACTOR SHALL PROVIDE TEMPORARY POWER AND LIGHTING AS REQUIRED FOR THE DURATION OF CONSTRUCTION. THE CONTRACTOR SHALL REMOVE ALL TEMPORARY POWER AND LIGHTING UPON COMPLETION OF THE PROJECT. 10) RELOCATED OR REMOVE ELECTRICAL DEVICES IN ACCORDANCE WITH NEC. WHEN RELOCATION OR REMOVAL OF AN ELECTRICAL DEVICE INTERRUPTS THE CONTINUITY OF A CIRCUIT, REROUTE THESE CIRCUITS AS REQUIRED TO MAINTAIN CIRCUIT CONTINUITY. 11) WHERE REMOVAL OR RELOCATION OF EXISTING CONDUIT OR INSTALLATION OF NEW CONDUIT PASSES THROUGH EXISTING WALLS, THE OPENINGS SHALL BE SEALED AND PAINTED TO MATCH THE EXISTING SURROUNDING AREA. 12) SEAL ELECTRICAL PENETRATIONS THROUGH FIRE RATED PARTITIONS, INCLUDING THOSE LEFT DUE TO REMOVAL OF DEVICES OR CONDUIT DURING DEMOLITION, WITH FIRE RATED MATERIAL EQUAL TO DOW CORNING SILICONE RTV FOAM AS A MINIMUM. MATERIAL SELECTION SHALL BE BASED ON RATING OF PARTITION PENETRATED. 13) PROVIDE KNOCKOUT COVERS OR PLUGS ON EXISTING PANELS, EQUIPMENT, AND OUTLET BOX OPENINGS CREATED BY THE REMOVAL OR RELOCATION OF EXISTING RACEWAYS, 14) DISCONNECT AND REMOVE ALL BALLASTS FROM FLUORESCENT LIGHT FIXTURES THAT DO NOT HAVE LABELS STATING "BALLAST DOES NOT CONTAIN PCBS" OR SIMILAR LABEL (BALLAST MAY CONTAIN PCBS'S). PLACE PCB BALLAST IN DOT APPROVED CONTAINERS. PROPERLY DISPOSE OF CONTAINERS WITH A FEDERALLY APPROVED DISPOSAL CONTRACTOR. DISPOSAL SHALL INVOLVE SEGREGATION OF COMPONENTS FOR RECYCLING AND INCINERATION OF PCB CONTAMINANTS. DISPOSAL DOCUMENTATION SHALL BE PROVIDED TO THE OWNER UPON COMPLETION OF THE PROJECT. 15) ELECTRICAL CONTRACTOR SHALL COORDINATE THE INSTALLATION OF THE NEW FIRE ALARM DEVICES WITH THE REMOVAL OF THE EXISTING FIRE ALARM SYSTEM AND DEVICES. PROVIDE A FIRE WATCH FOR ANY TIME THE FIRE ALARM SYSTEM IS NONFUNCTIONAL OR WHEN THE BUILDING IS UNPROTECTED. A PI OWNER REVIEW DRN. REV. DATE REV. REVISION DESCRIPTION 6 5 DRN ELECTRICAL DEMOLITION GENERAL NOTES (CONTINUED): 16) EXTEND/REROUTE WIRING AND CONDUIT, AS REQUIRED, TO ELECTRICAL DEVICES, TELECOMMUNICATION, LIGHTING, AND FIRE ALARM DEVICES RELOCATED DURING DEMOLITION UNLESS SPECIFICALLY NOTED OTHERWISE ON THE CONTRACT DOCUMENTS. 17) TEST LIGHTING FIXTURES THAT ARE EXISTING -TO -REMAIN AND RELOCATED INCLUDING EXIT SIGNS AND EMERGENCY LIGHT FIXTURES ASSOCIATED WITH THE PROJECT AREA TO ASSURE THAT FIXTURES ARE WORKING PROPERLY. CONSULT OWNER ON REPLACEMENT OF INOPERABLE FIXTURES AND REPLACE AS DIRECTED. 18) CLEAN AND RELAMP LIGHT FIXTURES THAT ARE EXISTING -TO -REMAIN AND RELOCATED ASSOCIATED WITH THE PROJECT AREA INCLUDING EXIST SIGNS AND EMERGENCY LIGHT FIXTURES. 19) SALVAGEABLE EQUIPMENT REMOVED SHALL BECOME PROPERTY OF THE OWNER AND SHALL BE STORED ON SITE AS DIRECTED. MATERIAL CONSIDERED NON -SALVAGEABLE BY THE OWNER SHALL BE REMOVED FROM THE SITE AND BE PROPERLY DISPOSED OF BY THE CONTRACTOR IN ACCORDANCE WITH ALL APPLICABLE LAWS. CONTRACTOR SHALL PALLETIZE SALVAGEABLE EQUIPMENT AND MOVE TO A LOCATION WITHIN PROJECT LIMITS AS DETERMINED BY OWNER. 20) WHEN THE CONTRACTOR BEGINS DEMOLITION THIS IDENTIFIES THAT THE CONTRACTOR ACCEPTS THE EXISTING CONDITIONS. 21) FIELD -VERIFY POWER SOURCE LOCATIONS OF ALL ELECTRICAL WORK IN THE DEMOLITION SCOPE. TRACE UNKNOWN CIRCUITS TO DETERMINE THE POWER SOURCE. 22) LABEL ALL CIRCUIT BREAKERS, ABANDONED AS PART OF DEMOLITION WORK "SPARE". TURN ALL SPARE BREAKERS TO THE "OFF" POSITIONACY SENSORS FOR ALL AREAS AND ROOMS 02/21 /18 02/14/18 REV.DATE 4 411111, HASKELL The Haskell 1 I I RHerside Avenue Jacksonville, Rodde 32202 Phone t (904) 7 91_4500 DRAWN: I DESIGN FIRM 3401007 CONTROLNO.: GENERAL ELECTRICAL NOTES (MASTER 6/12117) DEFINITIONS A. Furnish: Purchase and deliver to the jobsite. B. Install: Mount, connect, complete and leave ready for operation. C. Provide: Furnish and install in complete working order. 1. DEVIATIONS FROM THESE PLANS AND SPECIFICATIONS SHALL BE REQUESTED IN WRITING BY THE ELECTRICAL SUBCONTRACTOR AND SHALL REQUIRE WRITTEN APPROVAL FROM THE ENGINEER. NO CLAIMS FOR DELAYS SHALL BE APPROVED AS A RESULT OF ELECTRICAL SUBCONTRACTOR REQUESTED DEVIATIONS. 2. THE NOTES BELOW AND ELSEWHERE IN THIS DRAWING SET SHALL ALSO APPLY TO LOW VOLTAGE CONTROLS INSTALLATION. IF CONTROLS INSTALLATION IS PERFORMED BY A SEPARATE CONTRACTOR THAN POWER, "ELECTRICAL SUBCONTRACTOR" LISTED BELOW SHALL REFER TO BOTH PARTIES. 3. PRODUCTS SPECIFIED ON THE DRAWINGS MAY BE SUBSTITUTED ONLY WITH WRITTEN APPROVAL FROM THE ENGINEER. WHERE ITEMS HAVE BEEN SUBSTITUTED, THE ELECTRICAL SUBCONTRACTOR SHALL BEAR THE RESPONSIBILITY FOR ANY AND ALL DIMENSIONS AND WEIGHT IMPACTS TO OTHER TRADES, AS WELL AS CORRECTIONS SHOULD FAILURES OCCUR. 4. MEANS AND METHODS NOT DIRECTED BY THE ENGINEER SHALL BE SUBJECT TO REVIEW AND REPLACEMENT WITH MEANS AND METHODS DIRECTED BY THE ENGINEER IN THE EVENT OF A FAILURE. THE SUBCONTRACTOR SHALL BEAR THIS RESPONSIBILITY. 5. ELECTRICAL SUBCONTRACTOR IS RESPONSIBLE FOR RIGGING OF NEW ELECTRICAL EQUIPMENT AS REQUIRED TO COMPLETE THE PROJECT, INCLUDING OWNER AND MECHANICAUPROCESS CONTRACTOR FURNISHED ELECTRICAL EQUIPMENT; COMPLETE TO SUIT EQUIPMENT PER NEC. 6. ELECTRICAL SUBCONTRACTOR SHALL PROVIDE COMMISSIONING STAFF THAT IS TRAINED, PROFICIENT, AND CERTIFIED (WHERE AVAILABLE) IN STARTUP/COMMISSIONING AND TROUBLESHOOTING OF PURCHASED AND SUPPLIED EQUIPMENT. COMMISSIONING STAFF SHALL REMAIN ON SITE UNTIL COMMISSIONING ACTIVITIES ARE COMPLETE AND OWNER HAS TAKEN CONTROL OF EQUIPMENT. 7. INSTALL MATERIALS LEVEL, PLUMB, AND PARALLEL WITH WALLS AND CEILINGS TO PRESENT A NEAT AND WORKMAN -LIKE APPEARANCE, 8. THE LAYOUT AND WIRING SHOWN ON THESE DRAWINGS IS DIAGRAMMATIC ONLY. FIELD DETERMINE THE EXACT LOCATION OF EQUIPMENT AND WIRING. 9. ELECTRICAL SUBCONTRACTOR SHALL DETERMINE SIZE OF FUSES AND MOTOR STARTER OVERLOAD HEATERS, OR THEIR ELECTRONIC EQUIVELANT. DETERMINE CORRECT SETTINGS ON VFD'S AND ELECTRONIC STARTERS BASED ON NAMEPLATE INFORMATION OF LOAD SERVED. PERFORM ADJUSTMENTS AS NECESSARY DURING STARTUP AND/OR COMMISSIONING AS FACILITY REACHES FULL OPERATIONAL STATUS TO ENSURE PROPER STARTUP SEQUENCE AND RUNTIME PROTECTION OF MOTORS. 10. SEAL ELECTRICAL PENETRATIONS THROUGH FIRE RATED PARTITIONS INCLUDING THOSE LEFT AS A RESULT OF DEMOLITION. SEAL WITH FIRE RATED MATERIAL. BASE MATERIAL SELECTION ON RATING OF PARTITION OR WALL PENETRATED. USE UL APPROVED SEALING MATERIAL. 11. PROVIDE KNOCKOUT COVERS OR PLUGS ON PANELS, EQUIPMENT, AND OUTLET BOX OPENINGS CREATED BY THE REMOVAL OR RELOCATION OF EXISTING RACEWAYS. 12. REFER TO THE MECHANICAL EQUIPMENT CONNECTION SCHEDULE LOCATED ON THE PLANS FOR WIRING OF MECHANICAL EQUIPMENT. UNLESS OTHERWISE NOTED THE MECHANICAL EQUIPMENT SHOWN ON THE PLANS WILL BE FURNISHED AND INSTALLED BY THE MECHANICAL SUBCONTRACTOR AND WIRED BY THE ELECTRICAL SUBCONTRACTOR. THE EXACT LOCATION OF THE EQUIPMENT SHALL BE LOCATED IN THE FIELD BY THE MECHANICAL SUBCONTRACTOR. 13. DUCT MOUNTED SMOKE DETECTORS SHALL BE FURNISHED BY THE ELECTRICAL SUBCONTRACTOR, INSTALLED BY THE MECHANICAL SUBCONTRACTOR AND WIRED BY THE ELECTRICAL SUBCONTRACTOR. LOCATE REMOTE TEST STATIONS IN OR ON AN ACCESSIBLE WALL (ADA ACCESSIBLE). MOUNT 48" AFF TO CENTER OF BOX. 14. INSTALL NO MORE THAN THREE PHASE CONDUCTORS IN ONE CONDUIT, UNLESS OTHERWISE NOTED. 15. PROVIDE EXPANSION COUPLINGS PER NEC AT ALL EXPANSION JOINTS. 16. PERSONNEL SAFETY IS OF PRIME IMPORTANCE. WORKING IN HAZARDOUS CONDITIONS IS NOT ALLOWED. TAKE CARE TO PROTECT CONSTRUCTION AND PERSONNEL. NOTE THE SAFETY ALERT SYSTEM SYMBOLS ON THE DRAWINGS. 17. DO NOT WORK ON LIVE ELECTRICAL PARTS WITHOUT PRIOR APPROVAL BY THE ENGINEER. WEAR PROPER PPE WHEN WORKING ON LIVE ELECTRICAL PARTS AND FOLLOW ALL NFPA 70E SAFETY REQUIREMENTS. 18. COORDINATE CONDUIT, JUNCTION BOXES AND EQUIPMENT LOCATIONS WITH OTHER TRADES. 19. PROVIDE A GREEN COLORED EQUIPMENT GROUNDING CONDUCTOR IN ALL CONDUITS AND CABLES FOR CONTINUITY TO BOXES, DEVICES AND FIXTURES. SIZE HOME RUN CONDUCTORS AS NOTED ON THE ELECTRICAL PLANS AND/OR FEEDER SCHEDULES. SIZE CONDUIT BASED ON USE OF THHN/THWN INSULATION, COMMON NEUTRALS AND NEC REQUIREMENTS. 20. SEE SPECIFICATIONS (BOOKLET OR DRAWING TYPE) FOR FURTHER PROJECT RELATED INFORMATION. 21. WALL PLATES FOR LIGHTING SWITCHES, POWER OUTLETS, AND DATA OUTLETS WILL BE SELECTED BY THE ARCHITECT OR OWNER'S REPRESENTATIVE FOR COLOR AND MATERIAL TYPE (I.E. METAL OR PLASTIC). 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.: 1 SCALE 2 ARCHITECTURAL NOTES SIZE SHEET NO. DI E-002 1 REV, NO. A n UA I I I -L I I � I I - 1 11 1 1 11 1 1 1 T- Ll : i I I I -L- I I , I I I - 1, 1 .. I . I 8 7 6 5 4 3 2 1 C \ 12 z EXIT 1 p 6" M 1� �s MECH. EQUIPMENT g0 2 m m 00 -- o O o o SECURE BRACKET THRU DRYWALL WITH STANDARD DRYWALL BY OTHERS ( ) LIQUIDTIGHT FLEXIBLE 87 6 54 � O 00 00o SCREWS AT CENTER LOCATION. EQUIPMENT LOW CONDUIT 14 15 16 17 4 5 8 g PANELBOARDS, o o O O O p O TYPICAL TOP AND BOTTOM VOLTAGE EQUIPMENT (3 -0 MAX. LENGHT) WEATHER PROOF /GFI ® ® 6 CABINETS, AND 12 20 13 '�'� DISCONNECTS a ® o O CONTROL CABINET RECEPTACLE LOCATED �7j6 19 3 6" -LATCH SIDE 6" - - - _ - - EQUIPMENT FEEDER AT NON -CRITICAL AREA OF EQUIPMENT. PER Co 00 " -„ 7 6 - c 0 (OPTION 1) SUPPORT BRACKET CADDY SGB, AND TSGB BRACKET BUSHING (TYPICAL) �\ POWER PLANS. 18" MIN " 6" 1 �, �, �, - - - - 2 Co voo o ®®® SECURE PER MANUFACTURER'S REQUIREMENTS (TYPICAL) EQUIPMENT CURB 19 (BY OTHERS)Co FINISHED FLOOR \ SEE STRUCTURAL \ SILICONE SEALANT ALL REFERENC NOTES: (OPTION 2) SUPPORT BRACKET CADDY RBS16/RBS24 PLANS (BY OTHERS) SIDES 1 1 OR MULTI -GANG LIGHT SWITCH(ES)O WALL MOUNTED PHONE (ONLY) OVER CABINETS, COUNTERS, 15 FIRE ALARM STROBE DEVICES, AND STROBES, DIMENSION TO ROOF (BY OTHERS) — CONDUIT SUPPORT . TYPICAL AS REQ IRED 2 ALL FIRE ALARM PULL STATION, DIMMERS, THERMOSTAT, CARD ETC. WITH BACKSPLASH BOTTOM OF DEVICE. DUCT ARE READER, ETC. O POWER AND/OR DATA OUTLETS 4" ABOVE COUNTER WITH 16 FIRE ALARM WALL MOUNTED ANNUNCIATION DEVICES SHALL BOX WITH "MUD" RING SINGLE \ 6" O.C. BETWEEN CENTER LINES OF NEAREST GANGS BACKSPLASH. BE THE SAME ELEVATIONS AS REFERENCE NOTE 15 GANG OR TWO GANG WITH SINGLE "MUD" O WALL MOUNTED PHONE (ONLY) OVER CABINETS, COUNTERS, 10 CENTERED ON DOOR, TYPICAL LOCATION FOR WALL MOUNT EXIT (1D VERTICAL MOUNTED SMOKE DETECTORS 4" MINIMUM AND 12" GANG RING AS REQUIRED. , ETC, W/O BACKSPLASHES SIGNS, NURSE CALL DOME LIGHTS, ETC. MAXIMUM FROM TOP OF DETECTOR TO CEILING SUPPORT NOTES: 'NEC 314.23' _ _ - - \ POWER AND/OR DATA OUTLETS 6" ABOVE COUNTER FOR 11 MAXIMUM HIGHEST POINT OF DISCONNECT DEVICE HANDLE IN UP 1s TV POWER AND CATV DEVICES, COORDINATE LOCATION AND 1. UTILIZING'L' BRACKET, PIECE OF CONDUIT COUNTERS W/O BACKSPLASHES POSITION. MOUNTING BRACKET WITH ARCH./INTERIOR DESIGNER FOR OR NO SUPPORT IS NOT ACCEPTABLE. GENERAL NOTES: J-BOX ( TYPICAL) 12 \ CABINETS, COUNTERS BUTTON OR HIGHEST OPERABLE POINT ON PAY PHONE EXACT LOCATION 19 MINIMUM DISTANCE FROM VERTICAL CORNER OF WALL, OR 2. SECURE BOX TO SUPPORT BRACKET PER 13 WALL PHONE; CODE BLUE STATION, STAFF STATION, AND DUTY MANUFACTURER'S REQUIREMENTS 1. COORDINATE EXACT LOCATION OF ALL CONDUITS WITH APPROVED SHOP \ SYSTEMS AND POWER DEVICES IN COMMON LOCATION STATION PERMANENT OBJECT TO DEVICE OR CABINET (TYPICAL) DRAWINGS AND MECHANICAL SUB CONTRACTOR. 1a WALL MOUNT DEVICE WHEN DEPTH IS 4" OR GREATER, MINIMUM 20 DEVICE LOCATED IN NON -FINISHED AREA OR ON STEEL COLUMN 262726_02 262726_07 2. ALL CONDUIT SHALL BE LOCATED INSIDE CURBS (NO EXTERIOR FACE MOUNTED). 260000 02 HEIGHT TO BOTTOM OF LOWEST_ PART (UON) (I.E. WAREHOUSE, PROCESS, ETC), (UON). OUTLET BOX MOUNTING ELECTRICAL DEVICE ELEVATIONS (ABA) B 1 GWB SUPPORT BRACKET B2 HVAC EQUIPMENT ROOF CURB ELECTRICAL CONDUIT DETAIL B3 TYPICAL VERTICAL SURFACE UON Detail Not to Scale Detail Not to Scale Detail Not to Scale MANUFACTURED WIRING ` GRIPPLE #2 SIZE, 10' TO BUILDING STEEL 250.52(A)(2) NORMAL POWER OR 250 (WHERE AVAILABLE) TO BUILDING STEEL (WHERE EMERGENCY POWER BRANCH PANEL LOWER VOLTAGE AVAILABLE) OR COLD WATER PIPE SYSTEM CORD MIN #16 WITH LOOP AND .104(C) SERVICE EQUIPMENT SIZE PER TABLE 250.66. USE SERVICE EQUIPMENT (NORMAL) SIZE PER TABLE 250.66. USE PANEL GUAGE STRANDED \���`, ADJUSTABLE SERVICE ENTRANCE CONDUCTOR NDUCTOR S FOR GND BUS ( ) ELECTRIC WATER BLACK SJO CORD :, CONNECTOR (S) FOR PROPER SIZING. ALSO PROPER SR ING NEUTRAL COOLER (EWC) - TO MANUFACTURED WIRING SYSTEM::, .., NOTE 250.124 AND 250.104(C) NEUTRAL- BUS NEUTRAL GND BUS BUS SERVICE EQUIPMENT BUS CONDUIT ONLY - NEUTRAL HANDICAPPED EWC CONNECTOR 1 NEUTRAL WATER SERVICE ENTRANCE BOND INSTALLED PER 250.92 BOND (4P (B)(OPTIONS: MYERS 250.52(A)(1) OR 250.104 GND BUS XFER. SW.) HUBS EMT COUPLINGS TRANSFORMER RECEPTACLE REFERENCE THIS SYMBOL ON PLANS PROVIDE JUMPER AROUND WATER METER BONDING JUMPER -GND BUS BONDING TYPE >r SEE NOTES - - \ LARGER CONDUCTOR LOCKNUTS _________- - -�-^------ � NEUTRAL BELOW _ GRIPPLE OR EQUIVALENT FIRE WATER SERVICE PER TABLE 250.122 BOND I' TOP CHORD v \ #2 SIZE Y-STYLE WITH ENTRANCE 250,52(A)(1) OR 250.66. USE OR 250.104 SERVICE ENTRANCE PER TABLE 250.66 OF BAR JOIST TOGGLES CONDUCTOR(S) FOR EMERGENCY SERVICE PROPER SIZING FLOOR OTHER FLUID FILLED SERVICE ENTRANCE SIZE PER TABLE EQUIPMENT GROUND IN CONDUITS. NEC 250.122 EQUIPMENT GROUND NEC 250.30A(2) & ELEVATION NOTES: 250.52(A)(1) OR 250.104 250.66. USE SERVICE ENTRANCE UFER GROUND 3/0 BARE CU CONDUCTOR LOCATED IN TABLE 250.66. NOTES: 1. USE A LASER LEVEL TO INSTALL LUMINAIRE LEVEL TO THE FLOOR WITH ROWS IN SQUARE ALIGNMENT AND ALL LUMINAIRES AT SAME HEIGHT. CONDUCTOR(S) FOR � MINIMUM BOTTOM 1/3 OF FOUNDATION FOR MINIMUM OF 20'-0" GAS SERVICE PROPER SIZING NEC 250.66(A) EXOTHERMICALLY WELD TO REBAR IN TWO LOCATIONS. GROUNDED CONDUCTOR 1. ELECTRICAL SUB -CONTRACTOR SHALL OBTAIN THE SHOP 2, DO NOT EXCEED 50 LBS. LUMINAIRE WEIGHT IF THE BOTTOM CHORD OF ENTRANCE BUILDING NEC 250.52(A)(3) #6 MINIMUM NEC 250.66(A) DRAWINGS AND LOCATE THE RECEPTACLE CONCEALED JOIST IS UTILIZED AS A MOUNTING POINT. 3. DO NOT SECURE LUMINAIRE, GRIPPLE CABLE OR MOUNTING BRACKETS TO SIDE OF METER 250.104 MIN. TO LIGHTNING PROTECTION SYSTEM NEC 250.106 SIZE PER TABLE 250.66 - BEHIND WATER COOLER. ��#6 NEC 250.94 ROOF DECK. 2. RECEPTACLE SHALL BE ON A GFI CIRCUIT. NTERYSTEM GROUND ROD PER IN LOCATIONS WHERE MORE THAN NOTE: ALL CONNECTIONS MAY NOT LBONDISNGTERMINAL NEC 250.52(A)(5) ONE ROD IS REQUIRED APPLY TO THIS PROJECT. 265100 02 260526 01 RECEPTACLE EWC ,';,;` �,,�:^+l' % ;"-% LUMINAIRE GRIPPLE MOUNTING GROUNDING RISER Al , DETAIL A2 DETAIL A3 TYPICAL DETAIL Detail Not to Scale = Detail Not to Scale Detail Not to Scale . T.P = E ECTRICALMENGINE _ HASKEL.L ,I��Riverside venue ' ` - WAREHOUSE EXPANSION ZEPHYRHILLS NATURAL SPRING WATER ARCHITECTURAL Jacksonvle.Florida Phone 0 (904) 32202 791.45OU � ZEPHYRHILLS, FLORIDA ELECTRICAL DETAILS A P I 02/21 /18 O V V N E R REVIEW 02/1 4/1 8 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, E-501 REV NO. Idd, q\1 RAG �Jo snt° REV. REVISION DESCRIPTION DRN. REV. DATE REV. REVISION DESCRIPTION DRN. REV. DATE DRAWN DESIGN FIRM 3401007 CONTROL NO_ _ , I Nr 11,[ -..,-F-I_:I DATE D M SCALE X C u f�1 6 5 T 3 2 � 1 8 7 6 5 4 3 2 1 C 0 0 1" CONDUIT TO NEXT - ^ - - - - - — - - -- - - DOOR CONTROLLER POWER, SEE QUADRAPLEX RECEPTACLE PROVIDE CONNECTION DOOR CONTROLLER - J = - J-BOX (TYPICAL) POWER PLANS FOR CIRCUIT. TO ARM DOCK LIGHT AND ARM DOCK FAN FROM DOOR CONTROLLER _ 1/2" CONDUIT WITH 3 #14 COPPER TO NEXT RECEPTACLE CIRCUIT (TYP,) BY OTHERS WIRES. DOOR 120V TO 1/2" CONDUIT WITH 4 #14 f/ 3 3/4" CONDUIT", ----CEILING J POWER 120V PANEL AND 3 #12 COPPER WIRES, __ - -DOOR POSITION SWITCH PROVIDE PASSIVE INFARARED SENSOR 8" SINGLE GANG J-BOX INSIDE DOOR (PIR) PROVIDE SINGLE GANG 6„ FRAME, (DOOR POSITION SWITCH J-BOX CENTERED OVER \ BY OTHERS). DOOR LIMIT SWITCH DOOR, ALSO CAN BE CEILING PROVIDE FOAM BLOCKING AS D NOTES: LOCATED. REQUIRED FOR DEVICE CONNECTIONS MANUFACTURER (TYP. ) M (PIR SWITCH BY OTHERS). (TYPICAL), FAN +- -1. PROVIDE ALL CONDUIT, POWER WIRING AND CONTROL ELECTRIC POWER TRANSFER _----- -- CARD READER PROVIDE 4" SQUARE J-BOX AND MUD 13„ WIRING FOR DOCK LOCK, DOCK AND LT. DOCK ARM FAN, PROVIDE SINGLE GANG J-BOX �---- DOOR FRAME, L J RING AS REQUIRED FOR DEVICE, MOUNT AT 48" AFF. o DOCK LIGHT o DOCK LEVELER, DOOR LIMIT SWITCH AND COMMUNICATION INSIDE (POWER FIELD VERIFY LOCATION PRIOR TO INSTALLATION. s/ LIGHTS PER APPROVED SHOP DRAWINGS. TRANSFER BY OTHERS). ___ (NON -SECURED SIDE). n � n i OF PIT 2. VERIFY ALL CONNECTIONS WITH SHOP DRAWINGS. DOOR, AND ELECTRIC / MANUAL ELECTRIC STRIKE PROVIDE SINGLE 6'-0" LATCH PROVIDED AND GANG J-BOX INSIDE DOOR FRAME, DOCK DOOR DOCKI DOOR INSTALLED BY OTHERS. ' (ELECTRIC STRIKE BY OTHERS), � DOCK LEVELER COMM UNIC/ TION LIGHTS Of SECURED SIDE DOOR ELEVATION GENERAL NOTES: CONTROLLER (TYP) OUTSIDE OFF BLDG. (TYP) 1. ELECTRICAL SUBCONTRACTOR SHALL FURNISH AND INSTALL ALL CONDUIT, BOXES AND WIRING BETWEEN DOOR CONTROLLER AND LATCH DEVICE HYDRAULIC HYDRAULIC ASSOCIATED WITH SECURITY AND ACCESS SYSTEMS. CONTROLLER, LATCH DEVICE, AND DOOR FURNISHED AND INSTALLED BY OTHERS. (ALL DEVICES = LEVELER PIT — LEVELER PIT SHOWN MAY NOT APPLY TO THIS PROJECT) TO DOCK LEVELER, PROVIDE J-BOX TO DOCK LOCK (TYP.) 2. ELECTRICAL SUBCONTRACTOR SHALL FURNISH AND INSTALL 120 VOLT POWER CONNECTION FOR LEVELER IN PIT (TYP) ON OUTSIDE OF BLDG. TO DOOR CONTROLLER. DOCK LOCK AND COMMUNICATION LIGHTS 260533 08 3. REFER TO FLOOR PLANS FOR EXACT LOCATIONS OF DEVICES. 262726 09 CONTROLLER INSIDE OF BLDG. (TYP.) INSIDE ELEVATION B 1 CARD READER SECURED DOOR DETAIL B3 TRUCK DOCK DOOR ELEVATION DETAIL Detail Not to Scale Detail Not to Scale 2015 ALPHA -NUMERIC 3/4"C TO TTB FOR MONITORING FIRE ALARM PANEL NOTES DISPLAY SERVICE CONNECTION 1. SEE DRAWINGS FOR EXACT DEVICE LOCATIONS. AUTO REMOTE 2. TAMPER SWITCHES TO BE SUPERVISED TROUBLE ZONE 00000000 �- DIAL v, ANNUNCIATOR CIRCUITS. — --� o TO DIRECT DIGITAL CONTROL (DDC) PANEL 3. FLOW SWITCHES, PULL STATIONS, SMOKE DETECTORS � ELEVATOR CONTROL CABINET HVAC SUPPLY OCCUPANCY DIFFUSER SENSOR HVAC SUPPLY SMOKE DIFFUSER DETECTOR AND HEAT DETECTORS TO BE SUPERVISED. 4. ALL INDIVIDUAL INITIATING DEVICES SHALL BE ADDRESSABLE AND POINT ANNUNCIATED. "' :2!:�— o 0PRE-ACTION �t---S TO OTHER SPEAKER, HORN, BELL, OR CHIME/STROBES SOLENOID 5. PER NFPA 72 AND ALL OTHER APPLICABLE CODES. 6. FACP SHALL BE FIELD PROGRAMMABLE. ALL RIGHTS TO a M TO MAGNETIC DOOR HOLD SOFTWARE SHALL BE GIVEN TO OWNER. o Bif TO WATER FLOW BELL 7. PROVIDE AUTO -DIALER, TRANSMITTER OR OTHER I DEVICES NEEDED TO TRANSMIT ALARM CONDITION TO R FAN SHUTDOWN RELAYS F MINIMUM DISTANCE 3' OR PER OWNER MONITORING SERVICE. O L_ — TO VARIAN EQUIPMENT CONTROLLER MANUFACTURER'S RECOMMENDATIONS 8. PROVIDE AUXILIARY CONTACTS IN ELEVATOR LOBBY VOICE r MACHINE ROOM AND SHAFT HEAT DETECTORS TO EVACUATION I CONNECT TO FIRE SUPPRESSION IN KITCHEN ACTIVATE ELEVATOR SHUNT TRIP. HANDSET I TYPICAL SMOKE DETECTOR MINIMUM DISTANCE 4' OR PER 9. EACH FLOW SWITCH AND EACH TAMPER SWITCH SHALL WITHIN z MANUFACTURER'S RECOMMENDATIONS BE ANNUNCIATED SEPARATELY. SEE FIRE PROTECTION LOCKABLE 0 1 TYPICAL HEAT DETECTOR DRAWINGS FOR QUANTITIES AND LOCATIONS. COVER w F TYPICAL MANUAL PULL STATION 10. FIRE ALARM SYSTEM SHOP DRAWINGS TO BE APPROVED BY LOCAL AUTHORITY HAVING o FIRE PUMP JURISDICTION, PRIOR TO SUBMITTING TO A/E. TYPICAL TAMPER SWITCH, NOTE 9 11. VOICE EVAC SHALL BE CAPABLE OF BEING INITIATED AS F INDICATED ON PLAN. BATTERY z TYPICAL FLOW SWITCH, NOTE 9 I CHARGER I S AIR PRESSURE SWITCHES 120V CIRCUIT — — — L_ PI POST INDICATOR VALVES NOTE: ALL DEVICES MAY — NOT APPLY TO THIS JOB 260923 01 283111_08 283111 05 OCCUPANCY SENSOR ''.�^,^ �!r° , SMOKE DETECTOR FIRE ALARM PANEL Al ,,, AND DIFFUSER DETAIL ,'',<" �.°°;;,.=rl ' : `' - /q2 AND DIFFUSER DETAIL A3 RISER DETAIL Detail Not to Scale Detail Not to Scale Detail Not to Scale = o Z, PE �EcRicA�ENCINE `. i ` I- ������� The Haskell Company f o ZEPHYRHILLS WAREHOUSE EXPANSION NATURAL SPRING WATER ARCHITECTURAL ELECTRICAL DETAILS '` 11 1 Riverside Avenue 'adcsonvfe.Fiaida32202 ZEPHYRHILLS, FLORIDA A PI 02/21/18 lam'%, ,- P.0 (904) 7914500 • • • ,,^� ,;'` OWN! REVIEW OREV The Information contained on this document is the sole property of NWNA P P rtY and may not be copied or disclosed to others unless authorized by NWNA. SIZE D SHEET NO E_5O2 REV NO. REV. REVISION DESCRIPTION DRN. REV. DATE REV. SION DESCRIPTION DRN. DATE DRAWN. DESIGNCONTRFIRM DESIGN FIRM NO 3401007 DATE: DM SCALE � � ii a ❑C I U11 5 T 4 � _1_I � y1_ _.. I I 1 '