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CURRENT ISSUE/ REVISION SCHEDULE ADDENDUM #1 4-16-2018 4$ HASKELL LINE - 5 0 - m__ I _T 9 I co wl1�j'iAFmjri 4-16-2018 ZEPHYRHILLS tA I I z ZEPHYRHILLS, FLORIDA 33542 AE JOB NUMBER 3401007 ALL WORK SHALL COMPLY WITH PREVAILING CODES FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE, AND THE CITY OF ZEPHYRHILLS ORDINANCES ntvitvV DATE -4)3E [6 CITY OF ZEPHYRHILLS PLANS EXAMINER- ' 1Vj-,?— At" ' I W RHO C` A.:" P "I ,. FACT I NFORKATON DESIGNER I FIRM j NAME LICENSE # PHONE # E-MAIL 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 JOSHUA R, HOUGH P.E 172289 BOBBIE J. WOOD GARY WALO DANIEL S. ZVARA P.E. DANIELS. ZVARA P.E. KEVIN VALENT 77885 14430 904-791-4744 1 joshua.hough@haskell.com 904-791-4680 bobbie.wood@haskell.com 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 10. FIRE PROTECTION ENG: 8 7 6 5 El 3 � 2 1 E C N 0 EXIST EXIST 21;-10" 2'-10" -- -- -� — — — — — — — — _ ... I�CarIC �Ct.IC'fS i=n i SCR'�ISTAGING ROUTE 1D -�.BOTTLES--_ 3 Z - � PTY , I I_ _ ( 2 - �3#S 0i11j��' � ty g r , J_ bsit UT to F .1:' ;":_'exit.; r ez i ! non. r. - - a �I �ic'"9, iie, 5 _ I .. 0 I LU 4 LL Cl)1 n r QI k i i T. PS. _- ( #.1 • a_I ���,s�,� 11667 FT - - - r LOI LIFE -TRUCK MAIN I i ROUTE 1A AISLEROUTE 1B II , I I C LO l :FILLED BOTTL� D (5000 LU 1-7 I 'i i { I ,'REFORM I i I LIFE SAFETY PLAN 30'-0" GENEID RAL NOTES • 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 A I -- - ------ , I 7 7 • C ADDENDUM #1 ''�p1i30 B PERMIT ISSUE L/A��I��1-- — — A OWNER REVIEW FC�R ` �Cc .'4�3" •�G REV. REVISION DESCRIPTION DRN. REV. DATE REV. REVISION DESCRIPTION 8 7 6 5 LIFE SAFETY ANALYSIS SHE ZEPHYRHILLS SPRING WATER FACILITY SHALL BE DtSIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CODES AND ORDINANCES: 1. FLORIDA BUILDING CODE 2014 EDITION WITH 1998 REVISIONS 2. FLORIDA MECHANICAL CODE 2014 EDITION 3. FLORIDA FIRE CODE 2014 EDITION 4_ FLORIDA PLUMBING CODE 2014 EDITION 5. NATIONAL ELECTRIC CODE (NEC) 2011 EDITION 6. NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) LIFE AND SAFETY 101 2014 EDITION 7. FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION (FAC) 2015 EDITION GENERAL DESIGN CRITERIA 1. THE PROJECT SCOPE ENTAILS THE REMOVAL OF 3,025 SF OF ENCLOSED SPACE TO ALLOW THE ADDITION 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 SPRINKLERS WILL BE PROVIDED. 3. INTERIOR ACCESS CORRIDORS ARE NOT FIRE RATED (SBC TABLE 704.2.4) (NFPA 42.8.3.6). 4. THE BUILDING IS PROVIDED WITH A FIRE ALARM SYSTEM IN ACCORDANCE WITH NFPA 72. THE SYSTEM SHALL BE MANUALLY OPERATED, NON -CODED, SUPERVISED ELECTRICAL IMPULSE SYSTEM WITH BOTH AUDIBLE AND VISUAL ALARM DEVICES. MODIFICATIONS TO THE EXISTING FIRE PROTECTION SYSTEM WILL BE LATER VIA A D/B FIRE PROTECTION COMPANY AND A LICENSED FLORIDA F.P.E. 5. PORTABLE FIRE EXTINGUISHERS WILL BE PROVIDED THROUGHOUT THE WAREHOUSE AS REQUIRED PER NFPA 10 & FLORIDA FIRE PREVENTION CODE. 6- STORAGE WILL BE HIGH -PILED COMBUSTIBLE STORAGE; PACKED PILES OVER 15' OR RACKS OVER 12' 7. CLASS 11 COMMODITY PRODUCT. 8. INTERIOR FINISH CI-ASSIFICATION: CLASS C. GROSS BUILDING AREA NEW BUILDING AREA 164,360 SF WAREHOUSE EXISTING BUILDING AREA 565,027 SE PLANT & WAREHOUSE WAREHOUSE MODS. -3,025 562,002 SF TOTAL OCCUPANCY CLASSIFICATION PRINCIPAL. INTENDED OCCUPANCY GROUP F (FACTORY - INDUSTRIAL) (EXISTING BUILDING) ACCESSORY OCCUPANCY - GROUP S1 (MODERATE HAZARD STORAGE) (EXISTING WAREHOUSE) OCCUPANT LOAD (ADDITION) BUSINESS AREAS (SHIPPING OFFICE) 100 GROSS SF/OCCUPANT FACTORY (WATER PROCESSING) 100 GROSS SF/OCCUPANT STORAGE (WAREHOUSE) 500 GROSS SF/OCCUPANT BUILDING CONSTRUCTION TYPE I YPL IIB, UNPROT EC I EI) AREA CALCULATIONS UNLIMITED AREA FBC 507 60' PERMANENT OPEN SPACE PROVIDED. APPROVED AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH 903.3-1.1 PROVIDED. HIGH -PILED COMBUSTIBLE STORAGE WILL BE PROTECTED IN ACCORDANCE WITH CHAPTER 20 OF THE FLORIDA FIRE PREVENTION CODE. ALLOWABLE HEIGHT - 55' PER TABLE 503 AC TUAI- HEIGHT: 40'-0" TYPE IIB UNPROTECTED CONSTRUCTION REQUIREMENTS STRUCTURAL ELEMENT FIRE RESISTANCE RATING IN HOURS INTERIOR BEARING WALLS SUPPORTING COLUMNS, OTHER BEARING WALLS SUPPORTING ROOFS ONLY NC INTERIOR NONBEARING WALLS ANY PERMITTED BY THIS CODE COLUMNS (Q) SUPPORTING OTHER COLUMNS OR SUPPORTING ROOFS ONLY NC BEAMS, GIRDERS TRUSSES & ARCHES SUPPORTING COLUMNS OR SUPPORTING ROOFS ONLY NC FLOORS & FLOOR/CEILING (N/0) ASSEMB LIES INC ROOFS & ROOF/CEILING ASSEMBLIES NC (E) EXTERIOR BEARING WALLS AND GABLE ENDS OF ROOF (G. I, J) HORIZONTAL SEPARATION (DISTANCE FROM COMMON PROPERTY LINE OR ASSUMED PROPERTY LINE). OVER 20 FT NC(NL) EXTERIOR NONB EARING WALLS AND CABLE ENDS OF ROOF (G, I, J) HORIZONTAL SEPARATION (DISTANCE FROM COMMON PROPERTY LINE OR ASSUMED PROPERTY LINE). OVER 20 FT (K) NC(NL) NC = NON-COMBUSTIBLE NL = NO LIMITS ALL EXTERIOR BEARING AND NONBEARING WALLS ARE GREATER THAN 30' FROM A REAL OR ASSUMED PROPERTY LINE. ROUTE MARK TRAVEL DISTANCE SCHEDULE - 1ST LEVEL MAX.TRAVEL 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" 4/16/2018 HASKELL rneRioersde Avenue arktonvki€e. Florida 32202 Phone # {90417914500 2/21 /201 8 2/14/2018 DRN. REV. DATE DRAWN: DESIGN FIRM 3401 007 CONTROL NO. 4 C-ORPORATE ENGINEERING OFFICE .? 'RESTSIDE SUITE 100 GOPGELL. TEXAS 75019 3 EXIT DESIGN CRITERIA IrTAVEL DISTANCE TO EXIT NOES NOT EXCEED 250 FT. (FBC TABLE 1015) (NOTE: NFPA 101 ALLOWS 400 FT TRAVEL DISTANCE WITH APPROVED AUTOMATIC SPRINKLER SYSTEM (NFPA 42-2.6.2 - EXCEPTION). 2. HORIZONTAL EXIT IS BE USED BETWEEN EXISTING WAREHOUSE AND EXISTING WATER PROCESSING AREA MAINTAIN 250 FT TRAVEL DISTANCES. THE HORIZONTAL EXIT IS A 2 HR WALL WITH 1 1 /2 HR OPENINGS 3. EGRESS CAPACITY DESIGN IN ACCORDANCE WITH FBC TABLE 1005.1 EGRESS WIDTH PER PERSON SERVED (LEVEL, RAMPS, DOORS AND CORRIDORS = _20"). D 4. EGRESS REQUIREMENTS: lL NEW: WAREHOUSE (STORAGE) 164,360 SF/500 SF PER OCCUPANT = 329 OCCUPANTS ( CALCULATED) EXISTING: WATER PROCESSING PLANT AND WAREHOUSE 2,287 OCCUPANTS IN THE EXISTING FACILITY (CALCULATED PER PREVIOUS PERMIT) EXISTING NUMBER OF EXITS: SHIPPING OFFICE - 2 EXITS WAREHOUSE - 18 EXITS EXISTING WATER PROCESSING PLANT - 10 EXITS TOTAL EXITS: 30 EGRESS CAPACITY: EXISTING FACILITY SHIPPING OFFICE - 2 DOORS x 32" = 64" 160 OCCUPANTS PER DOOR (32"/.2) x 2 DOORS = 320 OCCUPANTS WAREHOUSE - 12 DOORS x 32" = 480" 160 OCCUPANTS PER DOOR (32"/.2) x 12 DOORS = 1,920 OCCUPANTS WATER PROCESSING PLANT - 10 DOORS x 32- = 352" 160 OCCUPANTS PER DOOR (32"/.2) x 10 DOORS 1.600 OCCUPANTS WAREHOUSE - 2 DOORS x 32" = 96" 160 OCCUPANTS PER DOOR (32"/.2) x 2 DOORS = 320 OCCUPANTS NEW 160 OCCUPANTS PER DOOR (32"/.2) x 4 DOORS = 640 OCCUPANTS LIFE SAFETY LEGEND a° FIRE EXTINGUISHER CABINET 4 FIRE EXTINGUISHER 0— GROUND FLOOR - PATH OF TRAVEL TO EXIT W/DISTANCE INDICATED 450 LF )IN- EXIT OR EXIT DISCHARGE POINT & # OF PERSONS SERVED 2 HOUR FIRE WALL 1 HOUR FIRE WALL - SEE WALL TYPE SCHEDULE FOR DESCRIPTION 10 68" GROUND FLOOR EXIT DISCHARGE WITH TRAVEL DISTANCE, 107 OCCUPANT LOAD & CLEAR WIDTH OF EXIT NOTED EXISTING TOILET FIXTURE COUNT GENDER WATER CLOSET LAVA iORY JRINAL' DRINKIN(, FOUNTAIN - MEN 5 6 7 WOMEN 4 4 TOTAL 9 NOTE: 1.) AN OWNER PROVIDED WATER COOLER IS SUBSTITUTED FOR THE REQUIRED DRINKING FOUNTAIN. LINE - 5 ZEPHYRHILLS NATURAL SPRING WATER ZEPHYRHILLS, FLORIDA The Information contained on this document is the sole property of NWNA and may not be copied or disclosed to others unless authorized by NWNA. DATE: I D.M.I SCALE 2 ARCHITECTURAL LIFE SAFETY PLAN, CODE ANALYSIS SIZE SHEET NO REV. NO. D G-001 i A 0 7 a 5 1 91 L [no] SHT No SHEET NAME REV DATE 00 - GENERAL G-000 COVER SHEET C 4/16/2018 G-001 LIFE SAFETY PLAN, CODE ANALYSIS C 4/16/2018 G-002 DRAWING INDEX C 4/16/2018 00 - GENERAL: 3 01 - CIVIL C-001 COVER SHEET A 2/14/2018 C-002 GENERAL NOTES A 2/14/2018 C-003 OVERALL SITE PLAN A 2/14/2018 C-101 EXISTING CONDITIONS PLAN A 2/14/2018 C-111 NORTH DEMOLITION PLAN A 2/14/2018 C-121 NORTH GEOMETRY PLAN A 2/14/2018 C-122 SOUTH GEOMETRY PLAN A 2/14/2018 C-131 UTILITY PLAN A 2/14/2018 C-141 NORTH GRADING & DRAINAGE PLAN A 2/14/2018 C-161 EROSION & SEDIMENT CONTROL PLAN A 2/14/2018 C-170 IMPERVIOUS SUMMARY PLAN A 2/14/2018 C-520 GEOMETRY DETAILS A 2/14/2018 C-521 . GEOMETRY DETAILS A 2/14/2018 C-530 UTILITY DETAILS A 2/14/2018 C-540 GRADING & DRAINAGE DETAILS A 2/14/2018 L-121 LANDSCAPE PLAN A 2/14/2018 L-520 LANDSCAPE DETAILS A 2/14/2018 01- CIVIL: 17 03-STRUCTURAL S-001 GENERAL NOTES D 4/16/2018 S-002 CONCRETE NOTES D 4/16/2018 S-003 STEEL NOTES D 4/16/2018 S-105 ROOF FRAMING DEMO PLAN D 4/16/2018 S-111 FOUNDATION & SLAB PLAN D 4/16/2018 S-112 SILO FOUNDATION PLAN D 4/16/2018 S-120 ROOF FRAMING PLAN D 4/16/2018 S-201 PANEL ELEVATION D 4/16/2018 S-501 FOUNDATION DETAILS D 4/16/2018 S-521 ROOF FRAMING DETAILS D 4/16/2018 S-522 ROOF FRAMING DETAILS D 4/16/2018 S-531 TILT UP PANEL DETAILS D 4/16/2018 03-STRUCTURAL: 12 04 - ARCHITECTURAL AD-1 11 DEMOLITION 1 ST FLOOR PLAN - AREA A C 4/16/2018 A-110 OVERALL FLOOR PLAN C 4/16/2018 A-111 PARTIAL FLOOR PLAN - AREA A & C C 4/16/2018 A-131 ENLARGED ROOF PLAN C 4/16/2018 A-301 WALL SECTIONS B 2/21/2018 A-401 ENLARGED DOCK AREA C 4/16/2018 A-500 DETAILS B 2/21/2018 A-501 DETAILS B 2/21/2018 A-600 DOOR SCHEDULE & DETAILS B 2/21/2018 04 - ARCHITECTURAL: 9 07 - PLUMBING P-001 LEGEND, ABBREVIATIONS, & NOTES B 02/21/18 P-110 OVERALL FLOOR PLAN B 02/21/18 P-111 ENLARGED FLOOR PLAN - DRAINAGE B 02/21/18 P-121 ENLARGED FLOOR PLAN - UTILITIES B 02/21/18 P-501 DETAILS B 02/21/18 P-601 SCHEDULES B 02/21/18 P-701 RISER DIAGRAMS B 02/21/18 07 - PLUMBING: 7 10 - MECHANICAL 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 10 - MECHANICAL: 4 11 - ELECTRICAL E-001 LEGEND A 02/21/18 E-002 NOTES A 02/21/18 E-003 SCHEDULES A 02/21/18 E-100' SITE PLAN A 02/21/18 ED111 I DEMOLITION PLAN A 02/21/18 SHT No SHEET NAME REV DATE EL111 LIGHTING PLAN A 02/21/18 EP111 POWER PLAN C 04/16/18 E-501 ELECTRICAL DETAILS A 02/21/18 E-502 ELECTRICAL DETAILS A 02/21/18 E-601 POWER RISER DIAGRAM C 04/16/18 E-602 MECHANICAL EQUIPMENT CONNECTION SCHEDULE A 02/21/18 E-603 PANEL SCHEDULES C 04/16/18 11 - ELECTRICAL: 12 Grand total: 64 View Name (:))- 1 /8" =1'-0" Ref DRAWING SYMBOLS LEGEND DRAWING TITLE / NAME/ DESCRIPTION DRAWING SCALE DRAWING NUMBER ON SHEET DETAIL DRAWING TITLE / NAME DRAWING SCALE DETAIL FUNCTION / LOCATION/ DESCRIPTION DETAIL DRAWING NUMBER ON SHEET BUILDING ELEVATION DRAWING NUMBER REFERENCE BUILDING ELEVATION SHEET Ref REFERENCE 1 INTERIOR ELEVATION DRAWING NUMBER REFERENCE 1 <A101 1 INTERIOR ELEVATION SHEET 1 REFERENCE BUILDING SECTION DRAWING NUMBER 1 SIM REFERENCE A101 BUILDING SECTION SHEET REFERENCE WALL SECTION DRAWING NUMBER 1 SIM REFERENCE A101 WALL SECTION SHEET REFERENCE DRAWING NUMBER REFERENCE 1 SIM �-- A101 I DRAWING SHEET REFERENCE L J DRAWING NUMBER REFERENCE 1 SIM A101 DRAWING SHEET REFERENCE 4 3 2 SAFETY ALERT/ PRECAUTION SYSTEM COLUMN GRID WALL GRID NAME ELEVATION TARGET ELEVATION Room name ROOM NAME 101 ROOM NUMBER 0 0 Add comments or notes here ROOM AREA/ VOLUMEN/ TEMPERATURE/ OCCUPANCY DOOR NUMBER WINDOW TYPE/ NUMBER WALL TYPE ROOF TYPE CEILING TYPE WINDOW/ STOREFRONT/ CURTAIN WALL/ LOUVER/ HATCH/ SKYLIGHT/ SMOKE HEAT VENT FIRE EXTINGUISHER TOILET ACCESSORY REVISION NUMBER REVISION COMMENT EGRESS DOOR TAG EXIT SIGN 1 i GENERAL ITEM TYPE 1i SAFETY ALERT SYMBOL N NORTH SYMBOL O DEMOLITION NOTES ONEW / ADDITION NOTES 101 (Occupancy Load S rved Pe Door Egress Width) Egre s Clear idth 0 C ADDENDUM #1 B PERMIT ISSUE A OWNER REVIEW VG., , • �nj►� REV. REVISION DESCRIPTION DRN. REV. DATE REV. REVISION DESCRIPTION 8 _UfEREo 7 6 5 GENERAL THE DRAWINGS FOR THIS PROJECT CONTAIN SAFETY ITEMS TO PROMOTE AWARENESS OF SAFETY ON THE JOB SITE. THE DRAWINGS CONTAIN SAFETY ALERT NOTES AND A SYMBOL TO IDENTIFY GENERAL LOCATIONS WHICH MAY BE SAFETY HAZARDS. THE SAFETY ALERT SYSTEM IS PROVIDED FOR INFORMATIONAL PURPOSES ONLY, AND IS NOT INTENDED TO ENCOMPASS ALL POTENTIAL SAFETY CONCERNS INHERENT IN THE PROSECUTION OF THE WORK. SAFETY RESPONSIBILITIES THE SAFETY ALERT SYSTEM SHALL IN NO WAY LIMIT OR ALTER THE SAFETY RESPONSIBILITIES IMPOSED UPON EACH SUBCONTRACTOR OR SUB - SUBCONTRACTOR OR VENDOR BY THEIR CONTRACT. NEITHER THE CONTRACTOR NOR THE CERTIFYING PROFESSIONALS ASSUME ANY PROFESSIONAL SAFETY RESPONSIBILITIES OR LIABILITY BY PROVIDING THE SAFETY ALERT SYSTEM NOR IS THE CONTRACTOR RESPONSIBLE FOR PROFESSIONAL SAFETY INSPECTIONS. BY PROVIDING THE SAFETY ALERT SYSTEM, THE CONTRACTOR IS NOT ASSUMING ANY RESPONSIBILITY AS TO THE MEANS AND METHODS OF PERFORMING THE WORK AND/OR THE MEANS AND METHODS OF COMPLYING WITH SAFETY REQUIREMENTS CONTAINED IN SUBCONTRACT AGREEMENTS, SUB -SUBCONTRACT AGREEMENTS, VENDOR AGREEMENTS OR OTHER APPLICABLE SAFETY REGULATIONS. THE FOLLOWING ARE GENERAL SAFETY PRECAUTIONS PROVIDED BY THE HASKELL COMPANY'S SAFETY MANAGER. CHECK ALL APPLICABLE LAWS AND REGULATIONS FOR DETAILED INFORMATION. w SLIPS(FALLS 0 • 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. CC • TAKE PRECAUTIONS AND DE -ENERGIZE OVERHEAD POWER LINES PRIOR TO BEGINNING ANY CRANE WORK IN CLOSE PROXIMITY OF OVERHEAD POWER LINES. CAVE INS • VERIFY LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO START OF WORK. • UTILIZE SLOPE/SHORING FOR ALL EXCAVATIONS 4-FEET OR GREATER IN DEPTH. • USE ENGINEERED DESIGNS FOR EXCAVATIONS OF 20-FEET OR GREATER IN DEPTH. • PROVIDE LADDER OR SIMILAR ACCESS/EGRESS FROM ALL EXCAVATIONS WITH TRAVEL DISTANCE NOT EXCEEDING 25-FEET. • MAINTAIN SPOILS A MINIMUM OF 2-FEET FROM EXCAVATION EDGE. PROVIDE DAILY INSPECTION OF ALL EXCAVATIONS BY A COMPETENT PERSON, FALLS FROM ELEVATION • PROVIDE STANDARD HANDRAILS OR PERSONAL FALL ARREST SYSTEM (PFAS) AT HEIGHTS OF 6-FEET OR GREATER. • ENSURE ALL SCAFFOLD BASE -PLATES HAVE SUFFICIENT MUD SILLS/SUPPORT. • PROVIDE LADDER ACCESS TO ALL SCAFFOLDS. • INSPECT SCAFFOLDS PRIOR TO EACH SHIFT USE COMPETENT PERSON TO ERECT, DISMANTLE, MOVE, ALTER, AND INSPECT SCAFFOLDING. • PROVIDE TOE -BOARDS TO PROTECT THOSE WORKING BELOW FILL TREAD PANS BEFORE USING STAIRWAYS. • PROVIDE HANDRAILS ON OPEN SIDES OF STAIRS OVER 30-INCHES OR 4 RISERS HIGH. • PROVIDE STAIRS, LADDERS, OR RAMPS FOR ELEVATION CHANGES OF 19-INCHES OR MORE. SECURE ALL LADDERS AND EXTEND A MINIMUM OF 36-INCHES ABOVE THE DECK ELEVATION TO BE ACCESSED ®�0 STRUCK BY/AGAINSUCAUGFIT • PROVIDE A MASONRY CONTROLLED ACCESS ZONE (CAZ) ON THE BACKSIDE OF A WALL EQUAL TO THE HEIGHT OF THE WALL PLUS 4-FEET. • PROVIDE TEMPORARY BRACING OF MASONRY WALLS OVER 8-FEET IN HEIGHT. • ONLY ESSENTIAL PERSONNEL INVOLVED IN POST -TENSIONING OPERATIONS SHALL BE PERMITTED IN THE AREA. • PROVIDE IMPALEMENT PROTECTION FOR ALL VERTICAL REINFORCING, CONDUIT, AND SIMILAR HAZARD. B • ADHERE TO "CRITICAL LIFT PROCEDURES" FOR LOADS OVER 75 CAPACITIES. • ONLY PERSONNEL DIRECTLY INVOLVED WITH TILT -UP OR PRECAST OPERATIONS ARE TO BE PERMITTED IN THE AREA. • CONDUCT A PRE -LIFT SAFETY MEETING FOR ALL TILT -UP AND PRECAST ERECTION. • INSPECT ALL RIGGING, SLINGS, AND CHOKERS PRIOR TO EACH USE. • ENSURE ALL CRANE CERTIFICATIONS AND OPERATOR QUALIFICATIONS ARE PROVIDED ASPHYXIATION - CONFI ICED SPACE J J DO NOT ALLOW EXTENDED OCCUPANCY OF TANKS, PITS, VAULTS, AND SIMILAR LIMITED ACCESS LOCATIONS. • USE SPECIAL PRECAUTIONS FOR CONFINED SPACE LOCATIONS, WHICH MAY INCLUDE A PERMIT -SPACE SYSTEM AND AIR MONITORING. 3ft DEIVIOLITTON HAZARD • UTILIZE CONTROLLED ACCESS ZONES (CAZ) FOR ALL DEMOLITION WORK TO PREVENT UNAUTHORIZED PERSONNEL FROM ENTERING THE AREA. 4/16/2018 HASKELL I R �;: iadm m . Florida 3= Wnono K (W) 791AM 2/21 /2018 2/14/2018 DRN. REV. DATE DRAWN: DESIGN FIRM 3401007 CONTROL NO.: 4 • 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 DROAt,JNG HAZARD • SUBCONTRACTOR SHALL MEET ALL SAFETY REQUIREMENTS OUTLINED IN CFR 1910.401 THROUGH CFR 1910.440 AND CFR 1926.106 RELATED TO COMMERCIAL DIVING OPERATIONS AND WORKING OVER WATER. LINE - 5 ARCHITECTURAL .- ZEPHYRHILLS NATURAL SPRING WATER WING INDEX ` ZEPHYRHILLS, FLORIDA The Information contained on this document is the sole property of NWNA SI E SHEET NO. REV. NO. �pP R 7E E'dGI FE 'INC sEiCE and may not be copied or disclosed to others unless authorized by NWNA. C-RESTSIDE DR! E. 9j1TE 1W DATE: D.M.: SCALE: G-002 C 1_0PoF'f i _ TEk.AS 5561�1 J 1 5miiiI4 3 2 1 x C ill ME 8 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 SPECIFICATIONS FOR MASONRY STRUCTURES AMERICAN INSTITUTE OF STEEL CONSTRUCTION — AISC 360-10 SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS AMERICAN WELDING SOCIETY - AWS D1.1 2015 STRUCTURAL WELDING CODE STEEL JOIST INSTITUTE - SJI 43RD EDITION STANDARD SPECIFICATIONS AND LOAD TABLES FOR STEEL 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. 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) .................. +/- 0.18 DESIGN WIND PRESSURES FOR COMPONENTS AND CLADDING SEE SEPARATE TABLE BELOW THIS PROJECTIS NOT LOCATED IN THE WIND BOURNE DEBRIS REGION. IMPACT GLAZING IS NOT REQUIRED. e Waft: upfift Inward Zone 2 Zane 3 1 Zones 4 Ij 4: I M N FARM i 10 -51 - -130 47 -51 -3 -82 -130 20 -. - -108 45 -49 -59 -80 -103 50 -49 -77 42 -46 -53 -79 -69 100 -4 -56 -56 40 -44 -49 -77 -43 200 -47 - -56 38 -42 -45 9 -43 500, -47 -w5f 1 -56 35 -39 1 -39 -W 43 Max Posit ve Pressure =1 21 J. J. REVISION DESCRIPTION 0 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 FUTURE EXPANSION: VERTICAL: FUTURE VERTICAL EXPANSION IS NOT CONSIDERED FOR THIS PROJECT HORIZONTAL: FUTURE HORIZONTAL EXPANSION IS NOT CONSIDERED FOR THS PROJECT DRN. I REV. DATE nan rran TYP. TYP. flair = 171-611 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. D Addendum #1 B PI REV. REVISION DESCRIPTION 05 DRN 4/16/2018 2/21 /2018 REV. DATE 4 HASKELL he Haskell I IIRiversideAvenueY Jacksonville, Florida 32202 Phone # (904) 791-45M DRAWN: I DESIGN FIRM0 (�7 CONTROL NO.: Sheet List Sheet Number Sheet Name S-001 GENERAL NOTES S-002 CONCRETE NOTES S-003 STEEL NOTES S-105 ROOF FRAMING DEMO PLAN S-111 FOUNDATION & SLAB PLAN S-120 ROOF FRAMING PLAN S-201 PANEL ELEVATION S-302 PIPE RACK FRAMING PLAN S-501 FOUNDATION DETAILS S-521 ROOF FRAMING DETAILS S-522 ROOF FRAMING DETAILS S-531 TILT UP PANEL DETAILS STRUCTURAL ABBREVIATIONS C AB ANCHOR BOLT FLR FLOOR PNL PANEL ALT ALTERNATE FOM FACE OF MASONRY POLY POLYETHYLENE (� ALUM ALUMINUM FS FAR SIDE PREFAB PREFABRICATED v 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 BRIG 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 REQD 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 B 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/0 WITHOUT EQ EQUAL MSL MEAN SEA LEVEL WP WORK POINT EQUIP EQUIPMENT MTL METAL WS 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 A rt �� 77 CORPORATE ENGINEERING OFFICE 1322 CRESTSIDE DRIVE, SUITE 100 9 WAREHOUSE EXPANSION ZEPHYRHILLS NATURAL SPRING WATER ZEPHYRHILLS, FLORIDA The Information contained on this document is the sole property of NWN and may not be copied or disclosed to others unless authorized by NIM DATE: I D.M.: I SCALE 2 STRUCTURAL GENERAL NOTES SIZE SHEET NO. D S-001 REV. NO. u C MAX. MIN AGGEGATE EXPOSURE EXPOSURE EXPOSURE COMPRESSIVE MAX, FLEX SIZE {BUT MAX. LIMIT ON MIX CATEGORY CATEGORY CATEGORY STRENGTH W/C STRENGTH NOT LESS SLUMP CEMENTITIOUS CHLORIDE DESIGNATION LOCATION S P/W C f'el(PSI) RATIO (PSI) THAN} (IN) (IN) AIR % MATERIALS REQUIREMENTS A SHALLOW FOUNDATIONS SO WO/PO CO 3000 --- --- LIPS 13/41 5 --- --- NONE B SLABS ON GROUND - SO WO/PO CO 4000 0.55 --- 1-1/2 5 --- 520 LBS MAX NONE INDUSTRIAL {1-1/2} PER CY C TILT -UP SO WO/PO CO 4000 --- --- 1-1/2 13/41 5 --- NONE NONE PANELS 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: SIMPSON STRONG -TILE FASTENERS: STRONG -BOLT 2..................................... (ICC-ES ESR-3037) TITEN HD .......................................... (ICC-ES ESR-2713) TITEN HD - ROD HANGER ............................. (ICC-ES ESR-2713) TORQ-CUT.......................................... (ICC-ES ESR-2705) POWERS FASTENERS: POWER -STUD+ SD2........................................... (ICC-ES ESR-2502) POWER -STUD+ SD1........................................... (ICC-ES ESR-2818) POWER BOLT+" .............................................. (ICC-ES ESR-3260) WEDGE -BOLT+ ............................................... (ICC-ES ESR-2526) VERTIGO+ .................................................. (ICC-ES ESR-2989) ATOMIC+UNDERCUT........................................... (ICC-ES ESR-3067) SNAKE+ ................................................... (ICC-ES ESR-2272) HILTI FASTENERS: KWIK BOLT TZ.............................................. (ICC-ES ESR-1917) KWIK BOLT 3............................................... (ICC-ES ESR-2302) HLC-SLEEVE ANCHOR ......................................... (ICC-ES ESR-3260) KWIK HUS EZ.............................................. (ICC-ES ESR-3027) ADHESIVE ANCHORS SHALL HAVE BEEN TESTED AND QUALIFIED FOR USE IN ACCORDANCE WITH ACI 355.4 AND ICC-ES AC308 FOR CRACKED AND UNCRACKED CONCRETE CONDITION. PRE -APPROVED ADHESIVE ANCHORS INCLUDE: SIMPSON STRONG -TIE FASTENERS: AT-XP..................................................... (IAPMO-UES ER-263) SET-XP..................................................... (ICC-ES ESR-2508) ET -HP ...................................................... (ICC-ES ESR-3372) POWERS FASTENERS: PE1000+................................................... (ICC-ES ESR-2583) AC100+ GOLD .............................................. (ICC-ES ESR-2582) HILTI FASTENERS: HILTI RE50OSD............................................. (ISS-ES ESR-2233) HILTI HIT-HY 200.......................................... (ISS-ES ESR-3187) HIT HY-70................................................. (ICC-ES ESR-3342) POWER -ACTUATED FASTENERS SHALL HAVE BEEN TESTED AND QUALIFIED FOR USE IN ACCORDANCE WITH ICC-ES AC70. PRE -APPROVED POWDER ACTUATED FASTENERS INCLUDE: SIMPSON STRONG -TIE FASTENERS: POWDER -ACTUATED FASTENERS ................................. (ICC-ES ESR-2811) GAS -ACTUATED FASTENERS ..................................... (ICC-ES ESR-2138) POWERS FASTENERS: POWER DRIVEN FASTENERS ..................................... (ICC-ES ESR-1995) TRAK-IT C5 FASTENERS ........................................ (ICC-ES ESR-3275) (NOTE: GAS -ACTUATED FASTENERS ARE AN ALTERNATIVE TO POWDER -ACTUATED FASTENERS AND ARE COMMONLY USED ON JOB SITES. THERE IS NO OSHA TRAINING REQUIRED TO INSTALL GAS -ACTUATED FASTENERS AND HENCE THEY ARE CONSIDERED A SAFE INSTALLATION METHOD. GAS -ACTUATED FASTENERS ARE TESTED TO THE SAME STANDARDS AS POWDER -ACTUATED FASTENERS.) 7".400IE J� Mer J. as"Nr R 8 7 NON -SEISMIC SPLICE LENGTH GRADE 60 DEFORMED BARS 3,000-PSI CONCRETE BAR SIZE Lst (in) #3 - 13" - #5 — --- -2211 3411 4811 #6 #7 82" #8 #9 108" 137" #10 173" #11 213" REVISION DESCRIPTION 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 302.1R-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 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 RESTRICTIVE. LIMITS ON CEMENTITIOUS MATERIALS CEMENTITIOUS MATERIALS MAXIMUM o 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 FIBER REINFORCING............................................................ ASTM A820 DEFORMED BAR ANCHORS ............ PRODUCED FROM LOW ALLOY STEEL COMPLYING WITH ASTM A496 ADHESIVE ANCHORS .................................................. SEE NOTES THIS SHEET WELDED WIRE REINFORCEMENT................................................... ASTM A1064 NON -SEISMIC SPLICE LENGTH GRADE 60 DEFORMED BARS 4,000-PSI CONCRETE BAR SIZE Lst (in) #3 12" 20" #4 - #5 - - -- 30" #6 42" #7 72" #8 #9 94" 1191, #10 150" #11 185" TABLE ASSUMES 1" MIN COVER 0 D Addendum #1 B PI DRN. REV. DATE REV. REVISION DESCRIPTION 5 SPLICE LENGTH TOP BAR SPLICE LENGTH X1.3 >12" CONCRETE BELOW 4/16/2018 2/21 /2018 DRN. REV. DATE 4 STAGGER SPLICES FOR CONCRETE WALLS AND SLABS HASKELL I he Haskell Company l Riverside Avenue Jacksonville, Fkxida 32202 Phone # (904) 791-4500 DRAWN: DESIGN FIRM 01007 CONTROLNO.: 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. D 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. 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 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. WELD v yr-5I9 MINIMUM WELD DBA TO PLATE BAR PERPENDICULAR TO PLATE BAR DIA WELD SIZE (in) MIN. PLATE THICKNESS (in) 3/8" 1 /4 1 /4 1/2" 5/16 1/4 5/8" 3/4" 3/8 1 /4 5/16 7/16 7/8" 1/2 3/8 1" 9/16 3/8 1 1 /8" 5/8 7/16 11/4" 11/16 112 13/8" 3/4 9/16 NOTES: 1. ALL TABLES ARE FOR 36 KSI PLATE YIELD STRENGTH, E70 WELDING ELECTRODE, AND GRADE 60 BAR.. 2. WELD LENGTHS SHOKN IN TABLES FOR DBA'S ARE TO DEVELOP FULL STRENGTH OF BAR LENGTH i W MINIMUM WELD DBA TO PLATE BAR PARALLEL TO PLATE BAR DIA PLATE THICKNESS 114" 5116" 3/8" 7116" 2112" WELD LENGTH (in) WELD LENGTH (in) WELD LENGTH (in) WELD LENGTH (in) WELD LENGTH (in) 3/8" 11/2 11/2 11/2 11/2 11/2 1/2" 5/8" 2 2 2 2 2 21 /2 21 /2 21/2 21 /2 21 /2 3/4" 7/8" V 3 3 3/4 3 3 3 3 31 /4 31 /4 31 /4 3 3/4 31 /4 3 3/4 5 4 3 3/4 1 1/8" 61 /4 5 41 /4 41 /4 41 /4 1 1 /4" 8 61 /4 7 3/4 51 /4 61 /2 4 3/4 4 3/4 1 3/8" 9 3/4 51 /2 5 3/4 ti WAREHOUSE EXPANSION a ZEPHYRHILLS NATURAL SPRING WATER ZEPHYRHILLS, FLORIDA The Information contained on this document is the sole property of NWN ^TK EP:I ill EFiH r Kand may not be copied or disclosed to others unless authorized by NI (�R TSICE URI VE, �I E �0 DATE: D.M.: SCALE: CUPPELL, TExA.D 7.`,U19 3 2 STRUCTURAL CONCRETE NOTES SIZE SHEET NO. D S-002 REV. NO. C IQ 0 Fe 5 � 4 I] C 0 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 STEEL JOISTS STEEL JOIST SPACING SHALL NOT EXCEED SPACING INDICATED. ALL STEEL JOISTS AND JOIST ERECTION PROCEDURES SHALL CONFORM TO THE REQUIREMENTS OF THE STEEL JOIST INSTITUTE STANDARD SPECIFICATIONS AND OSHA SAFETY AND HEALTH STANDARDS FOR THE CONSTRUCTION INDUSTRY, 29 CFR 1926 SUBPART R - STEEL ERECTION, EFFECTIVE JANUARY 18, 2002. PROVIDE FULL AREA OF BOTTOM CHORD FOR JOISTS FRAMING INTO COLUMNS AND PROVIDE BOTTOM CHORD CEILING EXTENSIONS AS INDICATED. HEADER ANGLES FOR STEEL JOISTS SHALL BE DESIGNED AND FURNISHED BY THE JOIST FABRICATOR. STEEL FLOOR DECK SYSTEM SEE PLAN FOR FLOOR SLAB CONSTRUCTION INCLUDING CONCRETE REINFORCING, DECK TYPE, DEPTH, GAGE, & FINISH. ALL FLOOR DECK ATTACHMENTS (WELDS, SCREWS, PINS, ETC.) REQUIRE PERIODIC SPECIAL INSPECTION. STEEL ROOF DECK: SEE PLAN FOR ROOF DECK ATTACHMENT DIAGRAM & ROOF FRAMING PLANS FOR DECK TYPE, DEPTH, GAGE, & FINISH. ALL ROOF DECK ATTACHMENTS (WELDS, SCREWS, PINS, ETC.) REQUIRE PERIODIC SPECIAL INSPECTION. OPENINGS COORDINATE ALL OPENING SIZES (REGARDLESS OF WHETHER THEY ARE INDICATED ON THE STRUCTURAL DRAWINGS) WITH ARCHITECTURAL, MECHANICAL AND ELECTRICAL DOCUMENTS. OPENING SIZES AND LOCATIONS INDICATED ARE BASED ON SINGLE SOURCE ARCHITECTURAL, MECHANICAL AND ELECTRICAL SYSTEMS. THE ACTUAL SYSTEM SELECTED WILL LIKELY ALTER MANY OPENING SIZES AND EXACT LOCATIONS. PRIOR TO SUBMISSION OF REINFORCING BAR AND STRUCTURAL STEEL SHOP DRAWINGS, COORDINATE ALL OPENINGS WITH THE RESPECTIVE CONTRACTOR. SHOP DRAWINGS SUBMITTED WITHOUT THIS COORDINATION WILL BE RETURNED WITHOUT REVIEW. �E J. 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. TIC 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. STRUCTURAL STEEL EMBEDDING IN CONCRETE SHALL NOT BE PAINTED. 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 COMP'HESSIVE STRENGTH OF 5000 PSI WHEN TESTED IN ACCORDANCE WITH ASTMC-109-80, "TEST METHOD FOR COMPRESSIVE STRENGTH OF HYDRAULIC CEMENT MORTARS". 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. WHERE PRACTICAL, UNLESS SHOWN DIFFERENTLY ON DRAWINGS, ALL BRACING CONNECTIONS SHALL BE DESIGNED AND DETAILED SO THAT ALL FORCE COMPONENTS CAN BE DELIVERED DIRECTLY TO THE CENTERLINE OF INTERSECTING MEMBERS. WHERE THIS IS NOT DONE, CONNECTIONS SHALL BE DESIGNED TO ACCOUNT FOR RESULTING ECCENTRICITIES. 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. __!Ow1� D Addendum #1 B PI REV REVISION DESCRIPTION DRN. I REV. DATE REV. REVISION DESCRIPTION 4/16/2018 2/21 /2018 DRN. I REV. DATE 403� HASKELL II,IRiveerksdeCompany �e Jacksonville, FkwWa 32202 Phone # (904) 791-4500 DRAWN: DESIGN FIRM0 1007 CONTROL NO.. WAREHOUSE EXPANSION STRUCTURAL 'r y ZEPHYRHILLS NATURAL SPRING WATER STEEL NOTES ZEPHYRHILLS, FLORIDA SIZE SHEET NO. The Information contained on this document is the sole property of N CpRFORA?E ENGiFlEERING OFFICE and may not be copied or disclosed to others unless authorized by 132 CREOTSIDE DRIVE, SUITE 100 DATE: I D.M.: I SCALE: 7D S-003 REV. NO. ] C BE v IDA 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 SEE ROOF FRAMING PLAN FOR SEQUENCE OF CONSTRUCTION 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 A1/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. Kj WALL TO BE RELOCATED 55'-0" SOUTH w w U_ � W REV. " REVISION DESCRIPTION 8 7 6 NEW 8.5" TILT PANEL TO BE INSTALLED D Addendum #1 B PI DRN. REV. DATE REV. , F., _A, REVISION DESCRIPTION 5 HASKELLThe IIIR°edeAmuay 4/16/2018 Jacksonville, Florida 32202 Phone # (904) 79146W 2/21 /2018 DRN. REV. DATE DRAWN- 4 DESIGN FIRM 3401007 CONTROL NO. ROOF FRAMING DEMO PLAN 3/16" = 1'-0" CC"BPORATE EN&NEERING OFFICE 132 % CRESTSIDE DRIVE, SUITE 100 COPPEEL TE)A5 75019 3 WAREHOUSE EXPANSION ZEPHYRHILLS NATURAL SPRING WATER ZEPHYRHILLS, FLORIDA The Information contained on this document is the sole property of NWT and may not be copied or disclosed to others unless authorized by NW1 DATE: I D.M.: I SCALE STRUCTURAL ROOF FRAMING DEMO PLAN SIZE SHEET NO. REV. NO. D S-105 Al CI 2 3 4 5 C 1 ; I (AA.5) I � I I I T/FTG. 11' - 0" 95' - 4" --------=--------- — — — — — Al S-531 I I I I "VERIFY DIMENSION WITH EQUIPMENT PURCHASED I I I ** I I I a l I� I A2 � I I— B I I �lal I I I T/FTG. T/F T/FTG. 95' - "0 C3 Al I S-501 S-531 -- —-------CF3.—------- --J I e a C4 S-501 13.5" 13.5" COWw o 18'-0" 71' - 8 3/4" CONT WALL FOUNDATION SCHEDULE Type Width Length Thickness Reinforcing Comments CF3.0 3' - 0" - 1' - 0" 446 BOT 10" O.C. W/ #4 TRANS. 14" O.C. EV. REVISION DESCRIPTION 8 7 6 \ w III w o , i� o j (� -SLOPE— — — SLOPE 1/4" FT i w w 12 ' OJ (n a LL o o T/S LAB -' 99' - 71 /2" 'floor 4/- 1/4" FT'SLQPF SLOPE 1/4" FT (V C) M /� � CL pp c/) 30'-0" I I I I I I I I I 7" THICK CONCRETE SLAB ON GROUND OVER 10 MIL VAPOR I RETARDER W/ #4 BARS @ 24" O.C. CENTERED IN SLAB T/SLAB EL=100'-0" I I 41' -10" T/SLAB , 100' - 0" T/SLAB�- 99' - 71/2" ;I- 18'-2" 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 hub 4 T/SL- ABA 100' - 0" I 19'X19' SLAB DEMO 4'-5" AROUND SUMP 0 0 c2 M o S-501 1 CV I 1000 GALLON SUMP, SEE MECHANICAL FOR SIZING C1 S-501 0 1/4" FT SLOPE 1, SLOPE 1 FT 04 i- w zo wa OJ 18' -101 /8" uy- 1 /4" FT SLOPE F_ U_ 4'-11/8" 14'-91 j� ,(2) #5 X 4'-0" LG BARS 60' - 0" T/SLAB-� I 100'-0" T/SLAB � 99 - 9 7/8" 1 1 D PRE -FABRICATED TRENCH I I (2) #5 X 4'-0" LG BARS I T/SLAB I 100, - 0" CV `- a o ---1 U) Irr CO -""I T/SLAB 1 99 - 615/16" ED 2 - 4 3/8" T/SLAB j. 20' -11" 100' - 0" 20' - 2 7/8" SLOPE 1 1/4" FT SLOPE C' C 1/4" FT SLOPE 1/4" FT to T/SLAB III U- 99' - 615/16" n� \ I LU hub 3 0,, ti I �01- SLABTf/7�� _ 99' 8 7/8„ hub 1 '� 00 A4 0 - T/SLAB 8 - 6 floor 5 S-501 "' 100' - 0" � 8' - 9" N 1/4" FT SLOPE SLOPE renc 1/4" FT U_a 20 = o �\ 3 21 2 I 30'-0" I EXISTING WAREHOUSE tv s C F FOUNDATION PLAN NOTES: I `J 1. SEE SHEETS S-001 & S-002 FOR "DESIGN CRITERIA" AND "GENERAL STRUCTURAL NOTES". AREA "B" N 2. SEE SHEETS S-003 & S-004 FOR "SPECIAL INSPECTION NOTES". 3. REF. FIN. ELEVATION = CIVIL FOUNDATION & SLAB PLAN 4. OP OF XTOERIOR OR FOOTING ELE ATIO STSEE PLAN.UAL EL. 84.67' SEE CIVIL DWGS. 1/8" = 1'-0" 5. SEE S-501 FOR FOOTING SCHEDULE. AREA "C" 6. SEE ARCHITECTURAL DWGS. FOR WALL AND BOLLARD LOCATIONS. 7. SEE PLUMBING AND ELECTRICAL DWGS. FOR UNDER SLAB COMPONENTS. D Addendum #1 B PI DRN. REV. DATE REV. REVISION DESCRIPTION 5 8. FOOTINGS SHALL BE CENTERED UNDER COLUMNS AND WALL CENTERLINES, TYP. UON. N 9. SEE ARCH. FOR PIPING SLAB DEMO DIM. WAREHOUSE EXPANSION STRUCTURAL 40$�HASKELL The Haskell Jacksonvllb, Florida 32202 r '' /'F ZEPHYRHILLS NATURAL SPRING WATE ZEPHYRHILLS, FLORIDA FOUNDATION &SLAB PLAN 4/16/2018 Phone # (904) 791-4500 2/21 /2018 The Information contained on this document is the sole property of N SIZE SHEET NO. REV. NO. CORPORATE ENi_!NEERING OFFICE i3« CRESTSIDE DRIVE, ELITE 1i00 and may not be copied or disclosed to others unless authorized by D S-111 DRAWN: DESIGN FIRM DATE: D.M.: SCALE: DRN. REV. DATE 3401007 CONTROL NO.. COPPELL TEXAS 75019 4 3 2 7 Zo I j . Lit — L --ice._ t, _ �4„ _i.UL jail _ ua 1 r C 1w I J. REVISION DESCRIPTION 9 40$�HASKELL The Haskell Company III Riverside a Jacksonville, Fkorkla xida 32202 Phone # (W4) 791-4500 D Addendum #1 4/16/2018 B PI 2/21/2018 DRN. REV. DATE REV. REVISION DESCRIPTION DRN. REV. DATE DRAWN: DESIGN FIRM 3401007 CONTROLNO.: 5 4 �_OFIPORATE ENGINEERING oF-1(_L 1.3? CRESTSIDE DRIVE, SUITE t00 CUPPELL TEXAS 75019 3 WAREHOUSE EXPANSION ZEPHYRHILLS NATURAL SPRING WATER ZEPHYRHILLS, FLORIDA The Information contained on this document is the sole property of NVVN and may not be copied or disclosed to others unless authorized by NWI DATE: I D.M.: I SCALE 2 STRUCTURAL SILO FOUNDATION PLAN SIZE SHEET NO. D S-112 REV. 7 C a w "D 0 C1 0 PROVIDE c ROOF PER ANGLE W11 ROOF ANG DETAIL 132/ I BE E "D 3 4 5 6 7 8 9 A A ICI Elm E M N Bay. v E WAREHOUSE EXPANSION STRUCTURAL ZEPHYRHILLS NATURAL SPRING WATER HASKELL The Haskell Company I I I Riversicle Avenue ZEPHYRHILLS, FLORIDA ROOF FRAMING PLAN Jacksonville, Florida 32202 D Addendum #1 4/16/2018 Phone# (904) 791-46M The Infor tion contained on this document is the sole property of NWN SIZE SHEET NO. REV. NO. B P1 2/21/2018 IL EIIJ,--INEEPING IFFICE and maynotbe copied or disclosed to others unless authorized by NWN DRAWN: DESIGN FIRM 1 22- CREST-,IDE DRIVE SUITE 10D DATE: D.M.: SCALE: D S-120 REV/ REVISION DESCRIPTION DRN. REV. DATE REV. REVISION DESCRIPTION DRN. . REV. DATE C 1007 COPPELL, TEXAS I T CONTROLNO.: -140 75019 7 6 5 4 3 2 8 7 6 5 MMIIImw 4 3 2 1 CC J C v 4 24 - 91 /2 55' - 81/8" 6 7/8" 61 30' - 3 3/4" 24' - 91/2" TOP OF EXISTING PANEL 6'-03/4" 6'-03/411 6'-03/4" 6'-03/4" 6'-03/411 6'-0" 6'-0" 6'-0" 6'-0" 9 1/111, 3/4" a► T/ ANEL OL 135 0 9116 — 35' 8" —q—� _—.� —-Y --�, -—-- T.O.J. —� — :— i 133— 10 5/8" CV T r co CV O (S:B:4: _501 ti CV ' P-13, ONE @ EACH END OF PANEL — AND @ 5'-0" O.C. (4 EACH PANEL) J. 5'-41/2" 9'-0" 4'-75/8" 3 " 4'-75/8" 9'-0" 4'-75/8" 3 " 4'-75/8" 9'-0" 4'-75/8" 19' — 01 /8" 3/411 18' — 31 /4" 1 18' — 31 /4" 3/4" AREA "A" COLUMN LN 5 1 /4" = 1'-0" C? O {�1 AM CI FI . FL. EL. 1 0'-0" B 1" NON —SHRINK GROUT 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 Vc = 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. 7. 1" GROUT BED AT BASE OF TILT PANEL 8. 8.5" PANEL THICKNESS TYP U.O.N. J I I U Ly2TI1'4r_t:K% ..., 0 RE e Haskell Company HASKELL mI Rversi Avenue 202 91-45 0 Phone # (904) 791-4500 Phone D Addendum #1 4/16/2018 B P 1 2/21 /2018 REVISION DESCRIPTION DRN. REV. DATE REV. REVISION DESCRIPTION DRN. REV. DATE DRAWN: DESIGN FIRM 3401007 CONTROL NO.: 8 7 6 5 4 CORPORATE ENGINEERING OFFICE 1322 CRESTSIDE DRIVE, SUITE 100 COPPELL TEXAS 75019 3 WAREHOUSE EXPANSION ZEPHYRHILLS NATURAL SPRING WATER ZEPHYRHILLS, FLORIDA The Information contained on this document is the sole property of NWI` and may not be copied or disclosed to others unless authorized by NIM DATE: I D.M.: I SCALE 2 STRUCTURAL PANEL ELEVATION SIZE SHEET NO. D S-201 REV. NO. MENIIIIIIIIII011101"d , 8 7 6 5 4 3 2 1 D D C C B B A A 8 - 7 6 5 4 3 2 1 EXISTING 9.5'X9.5' FOOTING 13' -11" RELOCATED 8.5" TILT UP PANEL EXISTING 8" PIPE COLUMN LID BY OTHERS °MODULAR STRUCTURE WIDTH 8" PIPE SEE PLAN 1/21.10 1 CLR OPTIONAL DRILL AND EPDXY BARS TO MATCH CONC. SLAB � v 4" PIPE ° °^ Z CONSTRUCTION NEW SLAB REINFORCING MIN 9 EMB. SEE PLAN w w T/SLAB � � JOINT ,, CLR SEE SLAB PLAN FOR REINFORCING ° EXSTING SLAB (FIBER),- _ x> 3 SEE SLAB PLAN FOR REINFORCING 4 ' � '°yX MIN a a T X � "x ;�TUWE y x ' �xL X TANK BY OTHERS �- 1/2" EXP. JT. MATERIAL OPTIONAL N �S. �-�Q ��� SHALL �E`• , ' 61 _ 011 ' a CONSTRUCTION �`� JOINT 1_On � 1 ,,>l`, ", MIN � Cl NEW SLAB TO EXISTING C2 SUMP TANK PLACEMENT DETAIL C3 REC. SLAB DETAIL @ TILT UP C4 TYP. RECESSED SLAB DETAIL Section 1 1/2" =1'-0" Section 1/4" =1'-0" Elevation 3/4" =1'-0" Section 1" =1'-0" PANEL OPENING, SEE ELEVATION _ 8 7 6 5 4 3 2 1 TILT -UP PANEL WALL CONT. ANGLE SEE PLAN EXISTING RELOCATED METAL ROOF DECK, 3" TBEARING TILT -UP PANEL 1. SEE PLAN a MIN 3/16 �- I JOIST, SEE PLAN 3/16 3 ROOF DECK ATTACHMENT SCHEDULE 36" WIDE DECK NUMBER OF ATTACHMENTS MAXIMUM DECK SPA(PLF) GAGE DIAPHRAGM DEMAND (SEE NOTE 8) ZONE AT ENDS AND INTERMEDIATE SUPPORTS AT SIDE SEAMS BETWEEN SUPPORTS E SHEAR WL SHEAR (PLF) WL UPLIFT (PSF) 10 7 6 (SEE NOTE 2) 61-011 22 - 600 51 BEAM OR JOIST AT SPLICE 3/16 11/2 3/16 3 21/8" 21/8" A MAX M{ V\ 3/16 METAL DECK L4x4x1/4, TYP 3/16 3 BENT PL. (BP-1) " �� W18X35 B 1 1/2 x1 1/2 x3/16 x 0 -9 LG. COPE BEAM FLANGE z AS REQ'D AT WALL 0 7 , 7 z 3/16 _ BEAM SPACING SEE PLAN i PL1/2"x10"x2'-0" ROOF OPNG. OR Z W ANGLE BENT PLATE MAY w/6-1/2"ox V-6" D.B.A. ROOF DRAIN. SIZE w � SPLICE BE SHIPPED IN STOCK I��, - 51�6g�GE AS REQ'D FOR OPENING FRAME PLAN o:/ LENGTHS & FIELD CUT TO EQUIP. PURCHASED BAR JOIST SPLICE OVER JOIST, OR \A0 ANGLE IN FIELD. MITER CONT. ANGLE OR CORNERS AS REQUIRED. _ _ _ ' GE = 3 SIDES 1" PAST BM BENT PL. SEE PLAN - X5X5116gRP 0° ATTACH L5X5X5/16 TO BOTTOM 3/16 7 TYP.CL, TYP. 3/16 2 P' NpOF W18X35 TOP FLANGE � 1 1/2" 10" AT SPLICE 3/16 1 1/2 TRIM @ 17 ANGLE SEE PLAN 3/16 3 SIDES METAL ROOF DECK 1 3/16 3 3/16 3 SEAT L4x4x 3/8X 0'-8" LONG NOTE: MAX 1/8 TYP. w/ 3/8" STIFF. PL. FRAMES REQ'D AT ALL ROOF COMPLETE CONNECTION DRAINS AND OPNGS. 3/16 TYP' BEFORE LOADING BEAMS GREATER THAN 12" SQ. BENT PL. (BP-1) _ _ TILT -UP PANEL A SECTION A -A ANGLE SUPPORT AT WALL SPLICE SEE PLAN ^ Al ROOF OPNG SUPPORT F A2 PERIMETER ANGLE SPLICE A3 DOUBLE ANGLE BRACE TO BEAM A4 BEAM TO END OF PANEL Section 1l2" =1'-0" J. Section 1 1 /2" =1'-0" Section 1 1 /2" =1'-0" Section III i'-0n sTR T L E `~ - WAREHOUSE EXPANSION STRUCTURAL No I�IASKELL �iBRrva sidaAveoue = - ZEPHYRHILLS NATURAL SPRING WATER ROOF FRAMING DETAILS Jacksonville, Florida32202 ,' ZEPHYRHILLS, FLORIDA * D Addendum #1 4/16/2018 Phone# (W4)791-4e00 "� 8 OF B P� 2/21/2018 The Information contained on this document is the sole property of NWN SIZE SHEET NO. REV. NO. CORPORATE EhGINEERING OFFICE and may not be copied or disclosed to others unless authorized by O4' E REVISION DESCRIPTION DRN. REV. DATE REV. REVISION DESCRIPTION DRN. REV. DATE DRAWN: DESIGN FIRM 3401007 RE=.r IaE r,�IVE, ;I_IITE oo DATE: D.M.: SCALE: D S-521 CONTROL COPPELL TEY;AS 75U19 8 AL 7 6 5 4 3 2 1 3'-0" 36/3 3614 B/DECK METAL DECK I — — — — — SEE PLAN 36/5 T/STEEL 36/7 D VARIES ROOF DECK ATTACHMENT NOTES: — - t e ;, -=��- 1. ATTACHMENT AT SUPPORTS AND TO STRUCTURAL FRAMES AROUND OPENING SHALL BE HILTI X-ENP 19 L15 (ICC-ES-ESR-2776) AT 36/9 ° D CONT. ANGLE OR BENT PL. I �- N ` MATERIALS THICKNESS GREATER 1/4" AT MATERIAL THICKNESS LESS THAN 114" USE HILTI X-ENP 24 (ICC-ES-ESR-2776}. SEE PLAN ATTACHED TO L4x4x3/8xO'-8 2. SIDE LAP FASTENERS SHALL BE #10 TEK SCREWS. TILT -UP PANEL WITH 1/2" k Tyr BRIDGING a w/ 3/8" STIFF PL: 3. ATTACHMENT AT 6" ON CENTER AROUND OPENINGS. X4" EXPANSION ANCHOR @ 1/8 4. ATTACHMENT AT 6" ON CENTER AT BUILDING EDGES AND CORNERS. TYPICAL FASTENER LAYOUT 24" O.C. I 5. ROOF DECK MINIMUM END LAP IS 3". Qo rk (2) HIT-HY 200+HIT-Z 6. ADDITIONAL ATTACHMENTS REQUIRED AT ROOF COLLECTOR MEMBERS, SEE ROOF FRAMING PLAN. 1/8 1 �P' ANCHORS W/ 4.5" EMB. 7. DECK DESIGN CAPACITY BASED ON WIND UPLIFT AND WIND SHEAR INTERACTION EQUATION (SDI DDM, THIRD EDITION SECTION 4.10) 1 I L3x3x1/4x 0'-6" 8. DIAPHRAGM DEMANDS SHOWN ARE STRENGTH DESIGN (1.OWL & 1.OE). MULTIPLY WIND LOADS IN TABLE BY 0.6 & SEISMIC LOADS BY 0.7 TO w/ (2)1/2"o x 4" PANEL THICKNESS OBTAIN SERVICE LEVEL LOADS. EXPANSION ANCHOR SEE ELEVATIONS JOIST, SEE PLAN 9. ALL ROOF DECK ATTACHMENTS REQUIRE SPECIAL INSPECTION, SEE SPECIFICATIONS AND GENERAL NOTES. @ 4"GA. Cl ROOF DECK TO TILT -UP C2 JOIST TO EXISTING TILT PANEL C3 DECK ATTACHMENT DIAGRAM Section 3/4" =1'-0" Section 1" =1'-0" Section 1" =1'-0" OVERHEAD OF JOIST & PL POINT LOAD 18k5 WELD TO 6 � � OF PANEL JT. ADDITIONAL L2x2xl/4 BRACE, JOIST OR 3/16 UNDERSIDE OF 1/2° SEE NOTES BELOW JOIST GIRDER OVERHEAD TOP CHORD 1/8 2 WELD TO I SEE PANEL ELEVATION UNDERSIDE 3/16 B/DECK OF TOP I I 3/16 3 3/16 3 C SEE PLAN CHORD _ ,-�- — I G' I Z \ ' 611 TYP. 1 1/2" NpR� POINT LOAD 3/16 TOTAL i / BRp,GE I I ATTACH L5X5X5/16 TO BOTTOM P-3 P-3 NOTES: R\Z�5X5X5116 OF 18K5 TOP CORD 1. ADDITIONAL BRACE IS NOT REQ'D FOR POINT LOAD LESS THAN 150 LBS. Np 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 Bl JOIST TO BEAM CONNECTION B2 JOIST REINF. @ CONCENTRATED LOAD DOUBLE ANGLE TO JOIST PANEL JT.-JOIST CONNECTION Section 3/4" =1'-0" 83 B4 Section NOT TO SCALE Section 1 1 /2" =1'-0" Section T1 1 /2" = V-0" 5/8"o SMOOTH SAFETY OPENING LOCATION _. BARS @ 8" O.C. MAX. @ SEE PLAN PERIMETER ANGLE, DECK SEE PLAN B z a. O 0 0 Of OPNG. A ; 8 7 6 5 4 3 2 1 D D C C B B A A 8 7 6 5 4 3 2 1 METAL ROOF DECK, HSS2-1/2X2-1/2X1/4x1'0" O SEE PLAN (LG) @ CENTER OF BEAM 3/16 i - T/JST & B/DECK i SEE ELEVATION 3/16 3 SIDES 3 SIDES 3/16 o 0 WF BEAM, SEE PLAN o o WF BEAM, SEE PLAN WF BEAM, SEE PLAN 0'-10" (LG) L5X3-1/2X318 W/ (3)- 3/4" o A325 BOLTS COLUMN, SEE PLAN C3 BM TO BM CONN. LN "4" Section 1 1l2" =1'-0" 5 METAL ROOF DECK, 3/16 SEE PLAN HSS2-1/2X2-1/2X1/4x1'0" y TILT PANEL SEE PLAN (LG) @ CENTER OF BEAM a � T/JST & B/DECK JOIST SEE PLAN SEE ELEVATION ° 3 SIDES L4X4X3/8 XO'-8" (LG) 1/2° 3/16 � W/ 3/8" STIFF. PL. ., 3 i 0'-10" (LG) L5X3-1/2X3/8 WF BEAM, SEE PLA BEAM, SEE PLAN (3)- 3/4" o A325 BOLTS (2)1/2" o 8 7 6 5 4 3 2 1 CONT. D D C C B B A A 8 "�` 7 6 5 4 3 2 1 10" 3" 3" 4„ 180 DEG HOOKED DOWELS TO MATCH VERT, REINF. EMBED SCHEDULE s EXIST. TILT UP PANEL DRILL &EPDXY GROUT INTO EXISTING PANEL _ MARK EMBED SIZE &ANCHORING REMARKS I F.O.WALL (MIN. 6" EMBEDMENT) RELOCATED 8.5" PANEL DIM. TOP OF CMU =TOP OF A-3 L6x6x3/8x0'-8" LG. i 12"x1'-4" CONC. BEAM EXIST. OPENING P-2 PL1/2"x10"x2'-0" W/6-1/2"0x 1'-6" D.B.A. ao w 5 EL. SEE ARCH. DWGS. P-3 PL. 1/4"X4"X10" W/(2)1/2"o X 0'-4" LG STUDS i i TOP @BOTTOM & ` y w w P-13 PL 1/2x6"x1'-0" w/ (3)1/2"o X 4" LG. HEADED STUDS N � J J Q= � Wt'���'�A�a'h�1'tA� go C� b co B� CV CV Cn CV ao 8 7 6 5 4 3 4 4.9 5 6 7 8 9 10 11 30' - 8 3/4" 30' - 0" 30' - 0" 30' - 0" 30' - 0" 30' - 0" 30' - 0" 30' - 0" 13 I B I I I I I 3 4 il 6 7 8 9 10 11 DEMOLITION PARTIAL FLOOR PLAN - AREA A 1/16" = V-0" C ADDENDUM #1 FO #2 B PERMIT ISSUE A OWNER REVIEW REVISION DESCRIPTION DRN. I REV. DATE REV. REVISION DESCRIPTION 6 5 4/16/2018 R HI . * , 1-45M 4/6/2018 2/21 /2018 2/14/2018 DRN. I REV. DATE DRAWN: DESIGN FIRM 3401007 CONTROL NO_ 4 3 2 1 CORPORATE ENGINEERING OFFirE t 7 CRESTSIGE DRIVE. SV:TE its CGRFELL, TE:=AS 7501�4 3 DEMOLITION NOTES MARK DESCRIPTION 1 NO WORK THIS AREA 2 REMOVED EXISTING TILT —UP CONCRETE WALL PANEL AND ALL RELATED CONSTRUCTION 3 RELOCATED EXISTING TILT —UP CONCRETE WALL PANEL 4 REMOVE EXISTING CONCRETE STAIRS & HANDRAILS 5 REMOVE EXISTING DOOR & INFILL EXISTING OPENING (SEE WALL TYPES) 6 REMOVE EXISTING WALL FOR NEW DOOR OPENING 8 REMOVE EXISTING STRUCTURE AND ALL RELATED CONSTRUCTION 9 REMOVE EXISTING SLAB 10 REMOVE EXISTING STRUCTURE 11 REMOVE & REPLACE STRUCTURE 12 REMOVE & REUSE EXISTING STRUCTURE 13 REMOVE & REPLACE EXISTING ROOF SYSTEM 14 REMOVE & DISPOSE OF EXISTING ROOF SYSTEM N KEY PLAN LINE — 5 ARCHITECTURAL ZEPHYRHILLS NATURAL SPRING WATER DEMOLITION 1 ST FLOOR PLAN - ZEPHYRHILLS, FLORIDA AREA A The Information contained on this document is the sole property of NWNA SIZE SHEET NO. REV. NO. and may not be copied or disclosed to others unless authorized by NWNA. DATE: D.M. SCALE: D AD-1 11 2 1 031 KM 'm 1��Ij4r1Rip. 'Twj"J 1j�iiiiI 1 /16" =1'-0" F `_,Qw W. i r � C ADDENDUM #1 B PERMIT ISSUE A OWNER REVIEW REVISION DESCRIPTION DRN. REV. DATE REV. REVISION DESCRIPTION 6 5 2 1 DRAVVNGSYMBOL LEGEND ® ROOF TYPE SEE ROOF PLAN FOR ROOF SCHEDULE SHEETA 131 Fill MISCELLANEOUS ROOFING ITEMS SEE ROOF PLAN FOR ROOF SCHEDULE EXIST SHEETA 500 & A 501 CC 0 DOOR NUMBER SEE DOOR SCHEDULE SHEET A-600 - BB INTERIOR PARTITION AND WALL TYPES SCHEDULE TYPE THICKNESS RATING INSULATION LAYER R-VALUE APPROX. WALL ASSEMBLY R-VALUE MIN. STC DESCRIPTION WALL TYPE CATEGORY: TYPE 5 - TILT -UP CONCRETE WALL 5A 0' - 81/2" - - 1.45 58 8 1/2"TILT-UP CONCRETE WALL EX-5A 0' - 81/2" - - 1.45 58 81/2" TILT -UP CONCRETE WALL 4B 0' - 8" CMU EXTERIOR 4/16/2018 HASKiKELL Th', , wm: JaCksonvMls. t � RhoM M W4) 7li1AM 2/21 /2018 2/14/2018 DRN. REV. DATE DRAWN: DESIGN FIRM 3401007 CONTROLNO.: 4 CURFORATE EE CANEERING (.)FFiCF L CkESTSICiE TONE, CtJQTE 100 C.Oi=RELt, TE:xaS 75ra�� 3 N ICY PLAN LINE - 5 ARCHITECTURAL ZEPHYRHILLS NATURAL SPRING WATER PARTIAL FLOOR PLAN - AREA A & C 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 A-1 11 2 1 CI w INN i ■ AI 8 7 6 5 4 3 2 M ILI t' f, f, f �10 ENLARGED ROOF PLAN 1l8" =1'-0" U 0 C ADDENDUM #1 B PERMIT ISSUE A OWNER REVIEW REVISION DESCRIPTION DRN. REV. DATE REV. REVISION DESCRIPTION 6 5 Lum 1 DRAVVNG SYNBOL LEGEND O ROOF TYPE SEE ROOF PLAN FOR ROOF SCHEDULE SHEET A 131 1 i MISCELLANEOUS ROOFING ITEMS SEE ROOF PLAN FOR ROOF SCHEDULE SHEET A 500 & A 501 ® DOOR NUMBER SEE DOOR SCHEDULE SHEET A-600 ROOF SCHEDULE TYPE DESCRIPTION ROOF TYPE CATEGORY: TYPE 1 - SINGLE -PLY ROOF MEMBRANES 1A 60 M. MECHANICALLY FASTENED SINGLE -PLY (TPO) ROOF SYSTEM OVER (2) 21/2" LAYERS OF POLYISOCYAN U RATE INSULATION OVER 1 1/2" GALVANIZED METAL DECK, TO MATCH EXISTING ROOF DOWNSPOUT/ SCUPPER SCHEDULE TYPE DESCRIPTION SH-DS- A EXISTING REUSED PREFIN. ANODIZED ALUM. SCUPPER HEAD: 24W x T H x 10" D -PRIMARY SCUPPER OPENING 24"W X 7"H (12"W X 4"H WATERFLOW) -OVERFLOW SCUPPER OPENING 24"W x 5"H (6"W x 4"H WATERFLOW) - 8"W x 8"D PREFIN. ANODIZED ALUM. DOWNSPOUT. NEW ADDITIONAL LENGTH OF 8"W x 8"D PREFIN. ANODIZED ALUM. DOWNSPOUT TO EXTEND TO UNDERGROUND ■ lsa ■ ■0 N KEYPLAN LINE - 5 ARCHITECTURAL 4/16/2018 HASKELL t R mWe �: ZEPHYRHILLS NATURAL SPRING WATER ENLARGED ROOF PLAN 2/21/2018 J..t "` ZEPHYRHILLS, FLORIDA 0" 7VIAM 2/1 A/201 48 The Information contained on this document is the sole property of NWNA SIZ SHEET NO. REV. NO. �F '_�RPOP.ATE ENGINEERING i)FFiCE and may not be copied or disclosed to others unless authorized by NWNA. DRN. REV. DATE DRAWN: DESIGN FIRM 3401007 i.T CREST5IGE OF'VE. SUITE ICU DATE: D.M.: SCALE: A-131 CONTROLNO.: COPPELL, TE:xAS 75013 4 3 2 1 6.010 �I 5 n 3 2 1 E C 0 I In CA M�.� 1 ST FLOOR 100'-0" (::RESTROOM A 4 RESTROOM B 1ST FLOOR 100' - 0" v �A.51 EXISTING TILT -UP NEW TILT -UP CONCRETE PANELS CONCRETE PANELS 18' - 4" AA 55' - 81 /2" 118'-4" 19' - 01 /2" GUARD RAIL AT ROOF EXISTING CANOPY o - NEW PRE-ENGI EERED ALUMINUM CANOPY TO MATCH EXISTING TO REMAIN ao LO M 48 49 50 M EXISTING DOCK I.: DOOR & SHELTER _ TO REMAINco a I o a E:Po� 4 �>• 1ST FLOOR 100' -- 0" = ►` NEW DOCK DOORS, LEVELERS, SEALS & BUMPERS ENLARGED EXTERIOR ELEVATION 1 /8" = 1'-0" A 1 EXISTING MECHANICAL 301 EQUIPMENT EXISTING CONCRETE WALL PANELS -."2' X 1'-6" DOCK SIGN W/. 10" H LETTERING FOR:. NUMBER CENTER ABOVE.,- ` DOOR - NUMBER AS. = _ 'SHOWN (ALL DOCKS TO HAVE ON INSIDE FACE OF,",= l DOOR - NUMBER TO _` MATCH)-.', EXISTING DOOR- ; _ X101 = EXISTING STAIR_:.' t] I =1 I I=I I I I I I 1 11�1l I 11_I I I 1 5 4.9 4 3 RELOCATED TILT -UP CONCRETE PANEL I GUARD RAIL 1 3 AT ROOF -301 BY OWNER '-LIGHTFIXTURE, ' = = -EXISTING ENINGS IN TILT -UP WALL PANEL = SEE ELECTRICAL- - C)`'� _ ` ' �'• _ �= co ; 0 `n EXISTING 1 VV4REHCUSE 100 IN FILL . :- EXISTING., NEW SECTION OF : _ =i .1 ;.OPENING : 1 RAIN LEADER TIED:" : -INTO EXTENDED,,- STORM WATER LINE 7_ ENLARGED EXTERIOR ELEVATION 1 /8" = 1'-0" 1ST FLOOR 100'-0" LINE - 5 ARCHITECTURAL ,�� . • - - - !�. C ADDENDUM #1 4/16/2018 HASKELL iThe om.: A ZEPHYRHILLS NATURAL SPRING WATER ENLARGED DOCK AREA CO 0�9 B PERMIT ISSUE 2/21/2018 MM)79� �'� � ZEPHYRHILLS, FLORIDA A OWNER REVIEW 2/14/2018 The Information contained on this document is the sole property of NWNA SIZE SHEET NO REV. NO. F : E and may not be copied or disclosed to others unless authorized by NWNA. :VRFUR.ATE riJGDR!d -..PIG + . F �r D A-401 • ' RE 30 EV. REVISION DESCRIPTION DRN. REV. DATE REV. REVISION DESCRIPTION DRN. REV. DATE DRAWN: DESIGN FIRM 3401007 :REsrI+E e �E. -.. TF �;> DATE: D.M.: SCALE: R CONTROLNO.. 0DPE" LL. Tt:a;AS Sift? 8 ��s«_•:aG.j.� 6 5 4 3 2 1 A GENERAL NOTES 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. D 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 C AND "DO NOT REMOVE". K. PROVIDE PIPE LABELING AS SPECIFIED. F, 7 I 6 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. 5 4 3 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 GPD = 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 90.12010 ,,���A7-srnq`I�I/rho ff�ANI AEI ,� C PI ADDENDUM #1 04/16/18 HASKELL IIIRMa Wl Avenue • � TM HaNceu comw"rr * STATE ` * Jar*sonvie, Fluids 32 B PI 02/21 /18 202 f�harrolF ceal,�,-,� A j0R#1 02/14/18 Oj(� �•••�QR�Q:.••• C.OPPOR.ATE Eld( i�JEEFRJG c EFIi,E �� i�o••• �G� DRAWN: DESIGN FIRM _ +_,RE TSIDE DFIVE. `,LIITE 100 �7 EV. REVISION DESCRIPTION DRN. REV. DATE REV. REVISION DESCRIPTION DRN. REV. DATE CONTROL NO.: O�00% C,L�PE�. TEXAS 8 7 6 7 5 4 3 2 SCOPE & ASSUMPTIONS: 1 -SCOPE INCLUDES THE ADDITION OF NEW TRENCH DRAINS AND NEW HUB/FLOOR DRAINS ROUTED NEW BELOW GRADE SUMP. PUMPS AND DOWNSTREAM PIPING TO EXISTING PH NEUTRALIZATION STATION BY OTHERS. -BOTH NEW HAND SINKS WILL INDIRECTLY DISCHARGE INTO HUB DRAINS. •TD-2 (160 GPM) AND TD-1 (140 GPM) FLOW CONCURRENTLY. •FD-5 FLOWS AT 20 GPM (ESEWS SUPPLY RATE). -HD-3: AFTER COOLER IS USED FOR BOILER BLOWDOWN 1407 MAX -ALL DRAINS WILL BE INSTALLED WITH P-TRAPS. -SUMP (1000 GALLONS) SHALL BE FULLY 304 STAINLESS STEEL. -PIPING MATERIAL: CPVC COMPRESSED AIR: — — -SCOPE INCLUDES CONNECTION TO EXISTING CA LINE, DROPS BETWEEN DOCK DOORS, AND CONNECTION TO TWO HOSE REEL STATIONS PROVIDED AND INSTALLED BY HASKELL. •3/4" DROPS WILL PROVIDE ADEQUATE SUPPLY TO HOSE REEL STATIONS. -EXISTING COMPRESSED AIR SYSTEM HAS ENOUGH CAPACITY FOR ADDITIONAL CA HOSE REELS -MATERIAL: COPPER (TO MATCH EXISTING) COLD WATER SUPPLY: -SCOPE INCLUDES TYING INTO EXISTING SYSTEM AND ROUTING TO SINKS AND ESEWS. -EXISTING CW HAS ENOUGH CAPACITY FOR THE PROPOSED ADDITIONS. -MATERIAL: COPPER WITH FIBERGLASS INSULATION AND WHITE PVC JACKET. HOT WATER SUPPLY: •SCOP5.4UCLUDES SINKS AND ESEWS INSTANTANEOUS HEATERS. NATURAL GAS: -BELOW GRADE PIPING AND REGULATOR/METER SET DESIGNED, FURNISHED AND INSTALLED BY UTILITY CO. -MECHANICAL CONTRACTOR'S SCOPE INCLUDES CONNECTION FROM REGULATOR/METER SET OUTLET, PIPE PENETRATION THRU WALL AND A VALVE INSTALLED IN THE VERTICAL POSITION. -MATERIAL: SOCKET WELDED SCH 40 CARBON STEEL PAINTED TO MATCH EXISTING SEISMIC DESIGN REQUIREMENTS CATEGORY-B: SEISMIC DESIGN CATEGORY FOR THIS PROJECT IS CATEGORY B. PER ASCE STANDARD, ASCE/SEI 7-05, CHAPTER 13, MECHANICAL AND ELECTRICAL COMPONENTS ARE EXEMPT AND REQUIRE NO SEISMIC SUPPORT OR SEISMIC BRACING. SHT No SHEET NAME REV DATE P-001 PLUMBING LEGEND, ABBREVIATIONS, & NOTES C 04/16/18 P-110 OVERALL PLUMBING FLOOR PLAN C 04/16/18 P-111 ENLARGED PLUMBING FLOOR PLAN - DRAINAGE C 04/16/18 P-121 ENLARGED PLUMBING FLOOR PLAN - UTILITIES C 04/16/18 P-501 PLUMBING DETAILS C 04/16/18 P-601 PLUMBING SCHEDULES C 04/16/18 P-701 PLUMBING RISER DIAGRAMS C 04/16/18 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 D.M.: I SCALE: 2 PLUMBING LEGEND, ABBREVIATIONS, & NOTES SIZE SHEET NO. D P-001 1 REV. NO. C IV 8 7 6 5 � 3 1 2 1 II C I:] SEE SHEET P-111 AND P-121 FOR DRAINAGE AND UTILITY WORK IN THIS AREA 4.9 5 6 7 8 9 I cc I IR SSS E K. II --- I I I I I I I I I I I I I l I I I II I � I I I I I I I I I I I I I I I I II I I I I I I I I I I I I I I 3 4 II - I i I I I I I I I I I I AREA "I I i II LLA I i I I I I I I I I I I I I I I L.7 -� OVERALL FLOOR PLAN „_ ,_„ M - ,-- 1 50 0 az�N ' -T- r0l.I' r0doCCHAWrER IEL S. ZVARA, .E. �-r �^�WAREHOUSE EXPANSION C PI ADDENDUM #1 04/16/18 NASKELI. iT'°R ego "ZEPHYRHILLS NATURAL SPRING WATER ,B PI 02/21/18 ZEPHYRHILLS, FLORIDA STATE F Jacksonv�e. Ada a2zoz �.�..����� Phone A (904) 701 45� The Information contained on this document is the sole property of NWNA ?O,t��••��pR�jr..•'��k. A OR #1 02/14/18 and may not be copied or disclosed to others unless authorized by NVVNA. ••������•• %pP GRATE EIJGINEERING +OFFICE WIL NG REV. REVISION DESCRIPTION DRN. REV. DATE REV. REVISION DESCRIPTION DRN. REV. DATE DRAWN: DESIGN FIRM 3401007 3=< cpE E! i ,,e �F' S 019 p DATE D.M.: SCALE: E Clo ONTROLNO.. PPEU_ TEiAS ?"Cl; 8 7 _ 7 6 5 4 3 2 N ( ) KEY PLAN OVERALL PLUMBING FLOOR PLAN SIZE SHEET NO. REV. NO. D P-110 1 7 CI 170? 0 8 7 6 5 � 4 3 2 1 '- f �0 C i . 0 4.9 5 6 7 8 9 10 11 12 13 14 15 cc F- I I I I PROCESS WASTE SHALL Ik SLOPE AT 1/8" PER FOOT (TYPICAL) ) I I TD-3 I I -1 4"PW 8„ x 12' l l 4" V,4 JP TO 4" VTR' 4" PW FCO (15 GPI) FD-3 fl 20 (15,f�PM) •�'��, Ln1 PW � F -2 (15 GPM) 2 II 'DISHED FLOOR.AR iUND I (1 GPM) I TD-2 I I I I FLOOR DRAIN TW ; 6 PW RECTANGU R PW �} CUSTOM, 1 W \ 4" PW 1 GPMhuh 4 `� 2' - 4" (160 GPM) M i HD- co I I I I (1 GPM) 0 M fAA.5 — — — — — — — — �� N5 GPM,. ROCESS WASTE , _ " P14 9 `. I PUMPED TO EXISTING I I I I I ACID NEUTRALIZATION PW pW PW ' PW - - ---- - - BY OTHERS "PW ub 3 Il- 4"VUPTO 11PW-' � AA ESE W�2 _ -4"'r- o UMP D1 CO UMN FOOTING �'' ANK GPMJBFF 9'- 'x 9'-6" 13'-11" 6„ P`W 6" PWSK TO : -1-0 BFF COLU I BOF: -2'-10" BFF I j TD-1` -� 9'-611 x3 4 304 STAI LESS STEEL SUMP TANK ('0 x 8„,05' TOF: 14'0 GPM 8 DEEP) 0 BE RATED FOR FORK LIF _________-�______________ BOF: TV CONNIPTION AT TOP OF TRAFFIC, PROVIDE A 3' x 4' HINGED ID. R; FIXTURES AND I SEE DET/ ILS P-501 I I I I #P#Nf -W CHASE; IN CHASE BY • OTHERS. II Y SE CIVIL DRAWINGS I' 4"S STUB U FIXTURES I I I I I I I I FOR CONTINUATION. AND PIPIN WITHIN A — — —-CHASE-BY THERS.— — — — — — — — — — — — — — — — 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 I I I I I I „, IIWafte„, HA L J%ER : ,� •.• STATE 4F l•• � N REV. ENLARGED FLOOR PLAN - DRAINAGE 1116" = V-0" C PI ADDENDUM #1 B PI A OR #1 REVISION DESCRIPTION DRN. REV. DATE REV. I REVISION DESCRIPTION 6 5 04/16/18 111ASKELL ,i�R " �,�' 02/21 /18 Ja&n,�. Flaide 3= ;,, W * W4) "1.45W 02/14/18 C7RPORATE EN%INEERING FFICE DRN. REV. DATE DRAWN: DESIGN FIRM 01007 132' CRESTSIDE DRIVE, SUITE 100 CONTROL NO.. COPPELL TEXAS 75019 4 3 AREA "A N (1) KEY PLAN WAREHOUSE EXPANSION ZEPHYRHILLS NATURAL SPRING WATER ENLARGED PLUMBING FLOOR PLAN ZEPHYRHILLS, FLORIDA - DRAINAGE The Information contained on this document is the sole property of NI SIZE SHEET NO. REV. NO. and may not be copied or disclosed to others unless authorized by NWNA. DATE: D.M.: SCALE: D P-1 11 2 1 7 CI 921 WFIRr@[IIIRlT IIII i"'f �T '�P19llll�y�l�71S'AIRr p¶Ir± +�1��DA�I 1 1� II�R «�rl F� �1+11�91�11l��II ILl1� '��II�R�1� �lrY �l 111I+ 8 7 6 5 4 3 2 1 IC X 0 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 CLEANOUT PLUG FINISHED BRASS CLEANOUT PLUG 3/4" EQUIPMENT DISCHARGE FLOOR DRAIN 1'-6"X 1'-6"X 4" W/ COUNTER SUNK HEAD FLOOR W/ COUNTERSUNK HEAD STRAINER OPTIONAL ° WALL I/ 45° CUT ON HUB DRAIN END OF PIPE .° . d ° ° d 8 a ' .n ' BALL VALVE FINISHED FLOOR AIR GAP PER CODE REQUIREMENTS ,'; d- a e ; - $ `- e' i� CLZ1" �— QUICK DISCONNECT, ROUTE a_ I�__ TO HOSE REEL INLET EXTERIOR INTERIOR SIZES AS INDICATED 6" DRIP LEG WELDED CONNECTION ON DRAWING FERNCO OR EQUAL REMOVABLE CAP TYPE ADAPTER ' 3'-0" FLOOR STAINLESS STEEL 4" 4" 4" 4.", CPVC TWO-WAY 4" COMBINATION WYE & CLEANOUT TEE 1/8 BEND CLEANOUT TEE 4" 1/4 BEND CLEAN -OUT TEE RUN OF PIPE END OF RUN C 1 COMPRESSED AIR DROP DETAIL C2 HUB DRAIN DETAIL C3 CLEANOUT DETAIL NTS DETAIL NTS DETAIL NTS 1 1/4" HW 1 1/4" TEPID WATER SUPPLY f 1 1/4" CW STAINLESS STEEL SQUARE f TUBE MOUNTED TO FLOOR WITH WELDED BASE PLATE COLD WATER SUPPLY WITH 1" STANDOFF FLOOR TOPPING, VERIFY THICKNESS OF FLOOR TOPPING PRIOR TO FLOOR DRAIN INSTALLATION AND SECURED TO I FROM TUBE STEEL PROCESS LOCKABLE BALL �O SHOWER VALVES (TYPICAL) STRUCTURE ABOVE. SPOUT WITH WALL M FLOOR DRAIN CONTROL PANEL BY HEAD p BRACE, VACUUM a <";;.•.. ' OTHERS COLD WATER BREAKER, HOSE d ANSI Z-358-1 SUPPLY END SPOUT ° ' MIXING VALVE LEVER HANDLES _ PROCESS : A ^ . d ' a FLOOR DRAIN ALTERNATE SUPPLY o STAINLESS STEEL `` ° (PLUGGED) MOUNT INSTANTANEOUS HAND WASH SINK FLOOR SLAB ^ , ._ °•-- ; °; • ::.' :; : , EYE / FACE WASH UNIT HSK WATER HEATER TO = a' = n' °= 4 .� a ° ° < ° ° STAINLESS STEEL -. — WALL - �.\' DISCHARGE BY OTHERS o 4 j PROVIDE EMERGENCY FIXTURE STAINLESS STEEL PLATE. COLD WATER SUPPLY =°- < •d. ° "° RETAINER RING CPVc "' ; "; '- - - -- - - - - WITH FLOW CONTROL TO REGULATE PLATE WELDED TO STAINLESS = -- 2d , - ; d q Cal }-- - ---------J SHOWER FLOW TO 20 GPM STEEL SQUARE TUBE : °° d; HOT WATER SUPPLY _ FLOOR SLAB! = qq ti `R PJ FLOOR INSTANEOUS WATER FLOOR SUMP TANK R, SEE SCHEDULES WELDED CONNECTION LIFT PUMPS HUB DRAIN. �nQ nnAKE AND MODEL HUB DRAIN. SEE FERNCO OR EQUAL BY OTHERS EYEWASH DRAIN TO SPILL ON FLOOR SEE DETAIL DETAIL ABOVE TYPE ADAPTER ABOVE PLAN PLUGGED FLOOR STAINLESS STEEL P-TRAP CONTROL PANEL 3'x4' 304 STAINLESS STEEL BY OTHERS HOOK FORK LIFT RATED (HEAVY - -_;_,I, CABLE/FLOAT DUTY) HINGED DOOR WITH B 1 EMERGENCY SHOWER EYEWASH B2 INSTANTANEOUS WATER HEATER B3 FLOOR DRAIN DETAIL DETAIL NTS DETAIL NTS DETAIL NTS © 3'x4' TRAFFIC RATED BRACKET BY RECESSED HANDLE LID, HINGED WITH OTHERS RECESSED HANDLE UPPER GUIDE RAIL BRACKET j FINISHED GRADE VTR B - PIPING; VALVES, AND DEPTH AS REQUIRED BY 4"V EXTEND OTHERS COLUMN EQUIPMENT BY UTILITY CO. THE INVERT UP TO 4 VTR `- 1000 GALLON F--------------,—� SHUTOFF VALVE PUMP ELEVATION 8PWINLET, SEE PLANS W 19 �' r'— PREFABRICATED 304 I I FOR INVERT ELEVATION STAINLESS STEEL BASIN „ PIAII (TYP) I.own.6'0 SS SUMP HIGH WATER ALARM (', PUMPS POWER CORD IN 4" V FLOOR FOOTING O 2"G 5 THRU I �� „ I ". O 2 G 2 G LAG PUMP ON — I A PROTECTIVE CONDUITS WALL I I LEAD PUMP ON — ;� BY OTHERS — — FINISHED FLOOR 1 CYCLE PUMPS — a tll ,. .- NON -SPARKING GUIDE 2 G(5) CONNECTION. - I I BY PLUMBING GPR-A (2,400 - OFF'' y� RAILS BY OTHERS 1 CYLINDRICAL I I CONTRACTOR GA METER (BY UTILITY ) 8"0 INLET LOW WATER E-Z OUT RAIL SYSTEM GALLON 1000 GA 0 I I `" ALARM SUMP TANK (BY{UTILITY C0:) . I I, BOTTOM OF TANK ELEVATION BY OTHERS 1 ST FLOOR — — — — — — — ANCHOR BOLTS ANTI -FLOATATION PUMP, FLOATS, PIPING, 2'G 100' - 0° TBD RING I o 1,000 GAL BELOW CONTROL PANEL BY OTHERS. INLET ELEVATION - ELEVATION L_----- ---- —'-----�� PUMP 6'-0" C A 1 SUMP TANK PLACEMENT DETAIL ©�'�1LL �,��� NATURAL GAS METER / REGULATOR DETAIL C A3 SUMP TANK DIMENSIONS DETAIL A4 SUMP TANK DETAIL DETAIL NTS ��Ci�;••'�CENS°••.,� --. Section 3/811=1'-0" DETAIL NTS DETAIL NTS - EL S. ZVARA, P.E. GDF�HANNAI. R a * e * oIII TheHoskellCompany HASKELL WAREHOUSE EXPANSION ZEPHYRHILLS NATURAL SPRING WATER C PI ADDENDUM #1 04/16/18 : ,D-� s �' ,IIRlvmldeA"nue ZEPHYRHILLS, FLORIDA PLUMBING DETAILS :, STATE B PI 02/21/18 Ploddo •. ��/� ••�� ,i'°'�, 5�_'�'` A The Information contained on this document is the sole property of NWNA SIZE SHEET NO. RE OR10P... 'A , ••• •. •••o•••• OR #1 02/14/18 CORPORATE EN;INEERiNG s;FFICE and may not be copied or disclosed to others unless authorized by NWNA. D P-501 N OGLE REV. REVISION DESCRIPTION DRN. REV. DATE REV. REVISION DESCRIPTION DRN. REV. DATE DRAWN: DESIGN FIRM CONTROLNO.: 3401007 _ _� CRESTSIDE DFI'vE, r JITE l p,1i COPPELL TEXAS 75019 DATE: D.M.: SCALE: X ram; V 01 8 7 6 5 ? 4 3 2 1 3 2 1 INN C :■ 5�1LL tNfi�� , ••• jlL S. ARA, (iANI STA JE. Ps D,c: •.A EV. C IPIADDENDUM#1 B PI A OR #1 REVISION DESCRIPTION DRN. I REV. DATE I REV. REVISION DESCRIPTION 6 5 04/16/18 HASKELL ,,I R �I'° Company 02/21 /18 ,tac 1111e, Fbnde � Phone A (904) 791-4500 02/14/18 DRN. REV. DATE DRAWN: DESIGN FIRM M01007 CONTROL NO.: 4 WAREHOUSE EXPANSION ZEPHYRHILLS NATURAL SPRING WATER PLUMBING RISER DIAGRAMS ZEPHYRHILLS, FLORIDA The Information contained on this document is the sole property of NWNA SIZE SHEET NO. REV. NO. EPJ;IMEEF.ItIG UFFICE and may not be copied or disclosed to others unless authorized by NWNA. % 1322 CREuTSICE DPAE, SUITE 10.1 DATE: D.M.: SCALE: D P—/ 01 CQPPEL_ TEXAS 75Q1Q 3 2 1 171 ici J :11 hALU _,l,__l. _...1�.L.d.�.Jl;.._.. - - _— .070 7 a 5 4 � 3 2 1 MECH. EQUIP. OR ROOF MOUNTED FAN SEALANT MATERIAL 1/2" ROUND S.S. BOLT @ SHT. MTL. FLASHING RECEIVER EACH STRAP HIGH -DOMED, CAPPED GASKETED FASTENERS @ 18" O.C., MIN. 2 16 GA. 2" W. METAL FASTENERS PER SIDE INSECT SCREEN STRAP THRU BOLT TO TEK/4 412-24x21/2" @ 24" O.C. HVAC UNIT @ 24" O.C. (MIN. 2 PER SIDE) REMOVABLE SHT. MTL. COUNTERFLASHING TALL BASE WITH M INSUL CURB 4" HT. CANT (TYP.) D INTEGRAL MOTORIZED- MULTIPLE -PLY MODIFIED BASE DAMPER AND ACCESS GALV. STL. LAG BOLTS N FLASHING 8" MIN. PANEL, PROVIDE A TEKA 412-243/4" w z SEPARATE POWER FEED MODIFIED BIROAEN ROOF WHEN FAN IS VFD DRIVEN INSULATED ROOF CURB FROM STRAP TO CURB @EACH STRAP MEMBRANE SEE SPECS. E: :1L ROOF RIGID INSUL. G Vol NOTES: SEE DETAIL 2 THIS SHEET FOR CONNECTION DETAILS 1 HOODED SUPPLY FAN DETAIL DETAIL NTS 460-3-60 VOLT FROM C.C.T HAND -OFF -AUTO IN STARTER CONTROL H REFER TO ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR FLASHING AND CONNECTION TO ROOF STRUCTURE AIR FLOW CONTACTS FROM END SWITCHES AS REQUIRED FROM FIRE ALARM SYSTEM P.I.ON STARTER COVER BMS O o HC H H A HOLDING COIL THERMOSTAT OR CO SENSOR CONTACT FROM INTERLOCKED EQUIPMENT (SEE INTERLOCK SCHEDULE) THREE PHASE FAN CONTROL TO BMS CURRENT SENSING CR RELAY OVERLOADS 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 VM= METAL DECK STL. ANGLE 11-- 1" LARGER THAN FAN 4D 6" MIN DISCHARGE DUCT GUY WIRE W/ TURNBUCKLE (TYP FLEX CONNECTION f FOR 3) TO EYEBOLTS SECURED TO ROOF STRUCTURE. SEE DUCTWORK SUPPORT. ARCHITECTURAL DRAWINGS FOR SEE DETAIL. STANDARD PENETRATION DETAIL. fff SPRING ISOLATORS Z RAIN SHROUD EF FIELD MEASURED AND o WELD AND SEAL FABRICATED ROOF WATER TIGHT EQUIPMENT SUPPORT DRAIN EQUIPMENT SUPPORT LEG, ROOF CURB WELD TO PLATE BELOW, SEAL WATER TIGHT. INSULATION I 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 120-1-60 VOLT FROM C.C.T TO BMS MANUAL MOTOR STARTER WITH T.O.L. OR PANEL CURCUIT BREAKER CURRENT SENSING cR RELAY I I XI U IrI 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 1 28,600 1 0.3 HOODED PROP BELT 50.5"x50.5" 668 5 1 460/3 1,100 GREENHECK RBS-31_48 1, 3, 5, 6 REMARKS A PROVIDE SHEET METAL LINER AND 1/2" HARDWARE CLOTH W/ METAL FLANGE FOR ALL EXHAUST FANS THAT HAVE NO DUCTWORK (PER NFPA 90A, CHAPTER 2-2.3.3). B PROVIDE MAGNETIC HOLD-DOWN FOR ALL UP BLAST FANS W/ BUTTERFLY DAMPERS. C PROVIDE WALL SLEEVE, MOTOR GUARD, RAIN HOOD, BACK DRAFT DAMPERS FOR ALL WALL MOUNTED PROPELLER FANS. D UNITS INSTALLED LEVEL WITH ROOF AND NOT THE HORIZON WILL BE REJECTED AND RE -INSTALLED AT CONTRACTOR'S EXPENSE. E EQUIPMENT SHALL CARRY PERMANENT LABEL INSTALLED MY MANUFACTURER STATING THAT EQUIPMENT COMPLIES WITH ASHRAE/IESNA STANDARD 90.1-2013 F EQUIPMENT SHALL BE CONSTRUCTED AND INSTALLED TO WITHSTAND HURRICANE FORCE WINDS IN ACCORDANCE TO FLORIDA BUILDING CODE 2017. SUPPLY FAN SF-1A IS EXISTING AND IS TO BE REUSED ACCESSORIES 1. PROVIDE UNIT MOUNTED NEMA 3R DISCONNECT SWITCH, SINGLE POINT ELECTRICAL CONNECTION. REFER TO DIV 26 SPECIFICATIONS. 2. PROVIDE REMOTE NEMA 3R STARTER WITH H/O/A SELECTOR SWITCH, PILOT LIGHT, CONTROL TRANSFORMER, AUXILIARY CONTACTS FOR FAN INTERLOCKS, FIRE ALARM AND FACILITY BMS. 3. PROVIDE 18" INSULATED MANUFACTURER'S ROOF CURB CONSTRUCTED SUCH THAT UNIT IS LEVEL WITH HORIZON. 4. PROVIDE BACK DRAFT DAMPER. 5. PROVIDE TALL BASE WITH INTEGRAL MOTORIZED DAMPER WITH END SWITCHES. PROVIDE AUXILIARY TRANSFORMER IF REQUIRED. 6. PROVIDE INSECT SCREEN. 7. PROVIDE MANUFACTURER'S HURRICANE RESTRAINTS (150 MPH) 8. PROVIDE UNITARY BASE AND SPRING ISOLATORS 9. PROVIDE REMOTE MOUNTED NEMA 3R VARIABLE FREQUENCY DRIVE WITH H/O/A SELECTOR SWITCH, PILOT LIGHT, CONTROL TRANSFORMER, AUXILIARY CONTACTS FOR FAN INTERLOCKS, FIRE ALARM AND FACILITY BMS. 10. FOR EQUIPMENT SCHEDULED TO HAVE REMOTE STARTER/VFD AND SEPARATE SAFETY DISCONNECT SWITCH, PROVIDE "EARLY BREAK/LATE MAKE" DISCONNECT TO STARTER/VFD, INTERLOCKED FOR START/STOP. FOR REMOTE VFD LOC GREATER THAN 150 FT. FROM FAN MOTOR, PROVIDE HIGH FREQUENCY dy/dt MOTOR FILTER AND LOAD REACTOR FOR VOLTAGE SPIKES. SEE VFD SCHEDULE. DUCT SIZE +25% OF AREA 4 GOOSENECK DETAIL DETAIL I NTS ® CT EXHAUST FAN EF-1 NOTE: STARTER 1. REFER TO INTERLOCK SCHEDULE AND FLOOR PLAN FOR INTERLOCKED EQUIPMENT. ANGLE RIVETED OR SPOT WELDED AS REQUIRED � 1/2" BIRDSCREEN 1350 . l " R= 0/2 36" MIN. BI-EXHAUST FAN STATUS BO-EXHAUST FAN ENABLE/DISABLE BI-EXHAUST FAN FAULT 0 "1ETAL SCREEN RAME ANGLE IRON REINFORCING WHERE REQUIRED SCREEN W%_r FLASHING ROOFING METAL ROOF DECK I] BI-STATUS BOTTLE WASHER CONTROLPANEL POINTS LIST - (BOTTLE WASHER EXHAUST) POINT DESCRIPTION NOTES ANALOG INPUT BINARY INPUT ANALOG OUTPUT BINARY OUTPUT ALARM POINT DISPLAY ON USERINTERFACE TREND EXHAUST FAN STATUS X X EXHAUST FAN ENABLE/DISABLE X X EXHAUST FAN FAULT X X X BOTTLE WASHER CONTROL PANEL X X X PHYSICAL POINTS TOTAL 0 REQUIRED SPARE POINTS 1 NOTES: 3 0 1 1 1 1 INTERLOCK SCHEDULE UNIT INTERLOCKS WITH EF-1 BOTTLE WASHER GENERAL NOTES: 1. DISCONNECT SWITCHES PROVIDED BY DIVISION 23 SHALL COMPLY WITH SPECIFICATION SECTION 262816 "ENCLOSED SWITCHES AND CIRCUIT BREAKERS". SWITCHES SHALL BE HEAVY DUTY. 2. DIVISION 23 SHALL PROVIDE ALL CONTROL WIRING, LOW VOLTAGE AND 120 VOLT, CONTROL CONDUITS, CONTROL DEVICES INCLUDING T-STATS, DAMPER INTERLOCKS, REMOTE SWITCHES, ETC. 3. SCCR (SHORT CIRCUIT CURRENT RATING) OF COMBINATION STARTERS, VFD MAIN BREAKERS DISCONNECT SWITCHES AND ANT POWER DISTRIBUTION EQUIPMENT FURNISHED BY MECHANICAL CONTRACTOR SHALL HAVE MINIMUM OF SOURCE POWER PANEL. 4. ADD "LOCKABLE" TO ALL UNIT MOUNTED VFD'S. 5. VFD SHALL ACT AS DISCONNECT SWITCH TO UNIT MOUNTED VFD'S OR REMOTE VDF'S LOCATED WITHIN 10 FEET OF THE EQUIPMENT IT SERVES. FOR REMOTE VFD'S GREATER THAN 10 FEET FROM THE EQUIPMENT IT SERVES, THE EQUIPMENT SHALL BE FURNISHED WITH A UNIT MOUNTED NEMA 3R DISCONNECT. SEQUENCE OF OPERATION: BOTTLE WASHER EXHAUST SYSTEM SHALL BE MONITORED THROUGH THE EXISTING BUILDING MANAGEMENT SYSTEM (BMS) AS DESCRIBED HEREIN. DEDICATED PROCESS EXHAUST FAN (EF-1) SHALL BE INTERLOCKED PER THE INTERLOCK SCHEDULE, EXHAUST FAN SHALL START/STOP AND BE CONTROLLED BY THE BOTTLE WASHER CONTROL PANEL. CONTROLS CONTRACTOR TO FIELD COORDINATE WITH PROCESS EQUIPMENT INSTALLER. ��"�• ��p'• L ~' WAREHOUSE EXPANSION �Iv�CH ICAL EN NEC{�'9 •.7 5i9 C PI ADDENDUM #1 04/16/18 NASKELL ITh'RIa ZEPHYRHILLS NATURAL SPRING WATER B PI 02/21/18 Phone (W4)lai°°� 791-4500 ZEPHYRHILLS, FLORIDA A i STATEKFi� - The Information contained on this document is the sole property of NWNA i I1 i A 0R#1 02/14/18 and may not be copied or disclosed to others unless authorized by NWNA. 6' �� t�/ iF,'P'+JF'A7= EbJ��ifJEEF'R�IG C;F�I(:E �•'• v DRAWN: DESIGN FIRM i3_2 CP,E�T_71IGE OF;e TE 100 DATE: D.M.: SCALE: o��..•• REV. REVISION DESCRIPTION DRN. REV. DATE REV. REVISION DESCRIPTION DRN. REV. DATE CONTROLNO.: 3401007 " EL 7E,"A5 6 5 4 3 2 HVAC DETAILS, SCHEDULES & CONTROLS SIZE SHEET NO. D M-601 1 REV. NO. CI a 0 �� 7 6 I 5 4 I 3 I 2 1 C :4 CC --- - - - AA.5; -- - - -- { - - - AA -- B RP3 LP3 FACP HP3® l I I MSB (EXISTING) 8 9 1011 1 I13 '481/ I• y, II / N/ , -----' -1) I I it I - _ o I' r - _ 1 r `' � I I � !, �",. I Qi•5.�- �ef i ,1 � a`� I . I �._ I I �. .T . i i 4.,,.. I -"� iI ti ..- ---- I �7 I .t i � I ! � 'y! � I��l I' � I I •--1 �� � {, -.. _ _z_ I : _..----- -•' 1 - - - ----- -- �' , I -- - -- - _- - __Jr_- .. � . --- -- - n - .x it - , - -- I L � / ." EXISTING 1 / .I r II I I - I it WAREHOUSE I; , N R00 N I ? / it w j i - — �' h 1, Orlin{ It, i / yar E 1 / I `` i I ; i I i I : _ i r _ .,. -_ -- -_.. � __.. : - .-- - - -- .-- - '----- .. .. _-___ _...- _. --_.__.. _. . _---- .. .ear• _ ..._ � i ._ - ... - - _ ._ . -.- i II' Ai : RP3-9 r Ix fir; �'� ��� \ �'+�/w Iw w�\� �i �I / r /�/. •� /- /x, I / d —- I Tw , i I • 9 I %{ ! I / I li f l :I l tl • �" RP3-13 9�1 /' 10�7 � -/ � j I / i✓ /i I f i"i / r/ i r I I 1, I I I REFERENCE NOTES. GENERAL NOTES: POWER PLAN REFER TO DOCK DOOR DETAIL B3 ON SHEET E-502. O5 RECONNECT RELOCATED FIRE ALARM HORN STROBE TO EXISTING FIRE ALARM SYSTEM FOR 1 = 1'-0" CONTINUED OPERATION. 1. ALL ELECTRICAL EQUIPMENT NOT INDICATED IS EXISTING TO REMAIN. 3/32" O CONNECT TO EXISTING CIRCUIT RP3-4. © NOT USED. O RECONNECT POWER TO TO RELOCATED SUPPLY FAN ON ROOF. 7 M UNT REC TA LE AT 72" AFF FOR INSECT ZAPPER. FIELD COORDINATE EXACT LOCATION ON NEW PANEL HP3 WITH EXISTING CONDITIONS TO AVOID CONFLICT. ® TRANSFORMER AND PANELBOARD FOR PREFABRICATED RESTROOM. REFER TO SHEET E-601 �'°��\�'-, ...•... , 9 < cam'°°', FOR ADDITIONAL INFORMATION. .� �� ,••��G E NSA ., ii,,°., No. k7 * M. iAVA, f sl ENGINEE� WAREHOUSE EXPANSION ELECTRICAL C Addendum #1 04/16/18 A' HarJKELL IhleRiaersedeAvenueY ZEPHYRHILLS NATURAL SPRING WATER POWER PLAN A PI J' ZEPHYRHILLS, FLORIDA �� •, R • ; �` Jacksonville Florida 32202 - ��i •/•.• •,n•,,.•' I 02/21 /18 Phone# (904) 791-4500 _ OW....,,`��° �6'�� OWNER REVIEW 02/14/18 The Information contained on this d to oh is the sole property of NWNA --- SHEE? tJO. U4iifNa uur U�U�N� ., and may not be copied or disclosed to others unless authorized by NWNA `i� CORPORATE ENGINEERING; OFFICE D EP111 REG.NO. 67710 DRAWN: DESIGN FIRM 1322 CRESTSIDE DRIVE, SUITE -100 DATE D.M SCALE: REV. REVISION DESCRIPTION DRN. REV. DATE REV. REVISION DESCRIPTION DRN. REV. DATE CONTROL NO 3401007 'PPELL TEXAS 75019 8 7 6 5 4 1 3 1 2 1 C 01 /_- , L,- - � JAWIAA11A ILA I-:- � - --- -- - - -I-- - - -- b 14, AM