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4330 20th St (42)
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4330 20th St (42)
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Last modified
2/26/2025 9:10:00 AM
Creation date
2/18/2025 3:19:24 PM
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Building Plans
Street #
4330
Location
20th St
Contractor
Haskell
Building Plans - Permit #
19482
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■ of <br />C <br />0 <br />U <br />N <br />SHT No SHEET NAME <br />REV <br />F DATE <br />00 - GENERAL DRAWING SHEET REVISION & DA <br />G-000 <br />COVER SHEET <br />D <br />5/16/2018 <br />G-001 <br />LIFE SAFETY PLAN, CODE ANALYSIS <br />C <br />4/16/2018 <br />G-002 <br />DRAWING INDEX <br />D <br />5/16/2018 <br />00 - GENERAL: 3 <br />01 - CIVIL <br />C-001 <br />COVER SHEET <br />H <br />5/16/2018 <br />C-002 <br />GENERAL NOTES <br />B <br />2/15/2018 <br />C-003 <br />OVERALL SITE PLAN <br />H <br />5/16/2018 <br />C-101 <br />EXISTING CONDITIONS PLAN <br />H <br />5/16/2018 <br />C-111 <br />NORTH DEMOLITION PLAN <br />H <br />5/16/2018 <br />C-121 <br />NORTH GEOMETRY PLAN <br />H <br />5/16/2018 <br />C-122 <br />SOUTH GEOMETRY PLAN <br />B <br />2/15/2018 <br />C-131 <br />UTILITY PLAN <br />H <br />5/16/2018 <br />C-141 <br />NORTH GRADING & DRAINAGE PLAN <br />H <br />5/16/2018 <br />C-161 <br />EROSION & SEDIMENT CONTROL PLAN <br />H <br />5/16/2018 <br />C-170 <br />IMPERVIOUS SUMMARY PLAN <br />H <br />5/16/2018 <br />C-520 <br />GEOMETRY DETAILS <br />H <br />5/16/2018 <br />C-521 <br />GEOMETRY DETAILS <br />H <br />5/16/2018 <br />C-522 <br />GEOMETRY DETAILS <br />H <br />5/16/2018 <br />C-523 <br />GEOMETRY DETAILS <br />H <br />5/16/2018 <br />C-530 <br />UTILITY DETAILS <br />B <br />2/15/2018 <br />C-531 <br />UTILITY DETAILS - PUMP STATION <br />H <br />5/16/2018 <br />C-540 <br />GRADING & DRAINAGE DETAILS <br />H <br />5/16/2018 <br />C-560 <br />EROSION & SEDIMENT CONTROL DETAILS <br />H <br />5/16/2018 <br />L-121 <br />LANDSCAPE PLAN <br />H <br />5/16/2018 <br />L-520 <br />LANDSCAPE DETAILS <br />B <br />2/15/2018 <br />01 - CIVIL: 21 <br />03-STRUCTURAL <br />S-001 <br />GENERAL NOTES <br />D <br />4/16/2018 <br />S-002 <br />CONCRETE NOTES <br />D <br />4/16/2018 <br />S-003 <br />STEEL NOTES <br />D <br />4/16/2018 <br />S-105 <br />ROOF FRAMING DEMO PLAN <br />E <br />5/16/2018 <br />S-111 <br />FOUNDATION & SLAB PLAN <br />E <br />5/16/2018 <br />S-120 <br />ROOF FRAMING PLAN <br />E <br />5/16/2018 <br />S-130 <br />OVERALL PIPE RACK FRAMING PLAN <br />E <br />5/16/2018 <br />S-131 <br />PARTIAL PIPE RACK FRAMING PLAN <br />E <br />5/16/2018 <br />S-132 <br />PARTIAL PIPE RACK FRAMING PLAN <br />E <br />5/16/2018 <br />S-133 <br />PARTIAL PIPE RACK FRAMING PLAN <br />E <br />5/16/2018 <br />S-201 <br />PANEL ELEVATION <br />E <br />5/16/2018 <br />S-501 <br />FOUNDATION DETAILS <br />E <br />5/16/2018 <br />S-521 <br />ROOF FRAMING DETAILS <br />E <br />5/16/2018 <br />S-522 <br />ROOF FRAMING DETAILS <br />E <br />5/16/2018 <br />S-531 <br />TILT UP PANEL DETAILS <br />E <br />5/16/2018 <br />03-STRUCTURAL: 15 <br />04 - ARCHITECTURAL <br />AD-111 <br />DEMOLITION 1ST FLOOR PLAN -AREA A <br />D <br />5/16/2018 <br />A-110 <br />OVERALL FLOOR PLAN <br />D <br />5/16/2018 <br />A-111 <br />PARTIAL FLOOR PLAN - AREA A <br />D <br />5/16/2018 <br />A-131 <br />ENLARGED ROOF PLAN <br />C <br />4/16/2018 <br />A-301 <br />WALL SECTIONS <br />C <br />4/16/2018 <br />A-401 <br />ENLARGED DOCK AREA <br />D <br />5/16/2018 <br />A-500 <br />DETAILS <br />C <br />4/16/2018 <br />A-501 <br />DETAILS <br />D <br />5/16/2018 <br />A-600 <br />DOOR SCHEDULE & DETAILS <br />C <br />4/16/2018 <br />04 - ARCHITECTURAL: 9 <br />07 - PLUMBING <br />P-001 <br />PLUMBING LEGEND, ABBREVIATIONS, & NOTES <br />D <br />05/16/18 <br />P-110 <br />OVERALL PLUMBING FLOOR PLAN <br />D <br />05/16/18 <br />P-111 <br />ENLARGED PLUMBING FLOOR PLAN - DRAINAGE <br />D <br />05/16/18 <br />P-121 <br />ENLARGED PLUMBING FLOOR PLAN - UTILITIES <br />D <br />05/16/18 <br />P-501 <br />PLUMBING DETAILS <br />D <br />05/16/18 <br />P-601 <br />PLUMBING SCHEDULES <br />D <br />05/16/18 <br />P-701 <br />PLUMBING RISER DIAGRAMS <br />D <br />05/16/18 <br />07 - PLUMBING: 7 <br />10 - MECHANICAL <br />M-001 <br />HVAC SYMBOLS & ABBREVIATIONS <br />D <br />05/16/18 <br />M-110 <br />OVERALL HVAC FLOOR PLAN <br />D <br />05/16/18 <br />M-111 <br />ENLARGED HVAC FLOOR PLAN <br />D <br />05/16/18 <br />M-601 <br />HVAC DETAILS, SCHEDULES & CONTROLS <br />D <br />05/16/18 <br />10 - MECHANICAL: 4 <br />9 <br />F'��SA_ VV COpe <br />y, <br />_A ID0�4430 ; <br />moo; 4430 • •+a�V REV. <br />7 <br />P <br />SHT No <br />SHEET NAME <br />REV <br />DATE <br />11 - ELECTRICAL <br />E-001 <br />LEGEND <br />A <br />02/21/18 <br />E-002 <br />NOTES <br />A <br />02/21/18 <br />E-003 <br />SCHEDULES <br />A <br />02/21/18 <br />E-100 <br />SITE PLAN <br />A <br />02/21/18 <br />ED111 <br />DEMOLITION PLAN <br />A <br />02/21/18 <br />EL111 <br />LIGHTING PLAN <br />A <br />02/21/18 <br />EP111 <br />POWER PLAN <br />C <br />04/16/18 <br />E-501 <br />ELECTRICAL DETAILS <br />A <br />02/21/18 <br />E-502 <br />ELECTRICAL DETAILS <br />A <br />02/21/18 <br />E-601 <br />POWER RISER DIAGRAM <br />C <br />04/16/18 <br />E-602 <br />MECHANICAL EQUIPMENT CONNECTION SCHEDULE <br />A <br />02/21/18 <br />E-603 <br />PANEL SCHEDULES <br />C <br />04/16/18 <br />11 - ELECTRICAL: 12 <br />Grand total: 71 <br />w <br />DRAWING SYMBOLS LEGEND <br />DRAWING TITLE / NAME/ <br />DESCRIPTION <br />View Name <br />11-011 <br />DRAWING SCALE <br />DRAWING NUMBER ON SHEET <br />Ref <br />DETAIL DRAWING TITLE / NAME <br />DRAWING SCALE <br />DETAIL FUNCTION / LOCATION/ DESCRIPTION <br />DETAIL DRAWING NUMBER ON SHEET <br />BUILDING ELEVATION DRAWING NUMBER <br />REFERENCE <br />w "I BUILDING ELEVATION SHEET <br />Ref REFERENCE <br />1 INTERIOR ELEVATION DRAWING <br />NUMBER REFERENCE <br />1 < <br />A101 1 <br />INTERIOR ELEVATION SHEET <br />1 REFERENCE <br />BUILDING SECTION DRAWING NUMBER <br />1 SIM A <br />REFERENCE <br />A101 ` <br />BUILDING SECTION SHEET <br />REFERENCE <br />WALL SECTION DRAWING NUMBER <br />REFERENCE <br />WALL SECTION SHEET REFERENCE <br />DRAWING NUMBER REFERENCE <br />1 SIM <br />�- A101 <br />DRAWING SHEET REFERENCE <br />L _J <br />DRAWING NUMBER REFERENCE <br />1 SIM <br />A101 <br />DRAWING SHEET REFERENCE <br />4 3 2 <br />SAFETY ALERT/ PRECAUTION SYSTEM <br />0 COLUMN GRID <br />O = WALL GRID <br />NAME <br />ELEVATION TARGET <br />ELEVATION <br />Room name . ROOM NAME <br />101 ROOM NUMBER <br />Al <br />Add comments or notes here <br />ROOM AREA/ VOLUMEN/ TEMPERATURE/ <br />OCCUPANCY <br />DOOR NUMBER <br />WINDOW TYPE/ NUMBER <br />WALL TYPE <br />ROOF TYPE <br />CEILING TYPE <br />WINDOW/ STOREFRONT/ CURTAIN <br />WALL/ LOUVER/ HATCH/ SKYLIGHT/ <br />SMOKE HEAT VENT <br />FIRE EXTINGUISHER <br />TOILET ACCESSORY <br />REVISION NUMBER <br />REVISION COMMENT <br />EGRESS DOOR TAG <br />EXIT SIGN <br />1 i GENERAL ITEM TYPE <br />1i <br />SAFETY ALERT SYMBOL <br />N <br />NORTH SYMBOL <br />1O DEMOLITION NOTES <br />AO NEW / ADDITION NOTES <br />101 <br />(Occupancy Load Served Per Door Egress Width) <br />Egress Clear Width <br />D <br />JADDENDUM #2 <br />C <br />ADDENDUM #1 <br />B <br />PERMIT ISSUE <br />A <br />OWNER REVIEW <br />REVISION DESCRIPTION <br />DRN. <br />REV. DATE <br />REV. <br />REVISION DESCRIPTION <br />6 <br />5 <br />pq <br />GENERAL <br />1 <br />THE DRAWINGS FOR THIS PROJECT CONTAIN SAFETY ITEMS TO PROMOTE AWARENESS OF SAFETY ON THE JOB SITE. THE DRAWINGS CONTAIN SAFETY ALERT <br />NOTES AND A SYMBOL TO IDENTIFY GENERAL LOCATIONS WHICH MAY BE SAFETY HAZARDS. THE SAFETY ALERT SYSTEM IS PROVIDED FOR INFORMATIONAL <br />PURPOSES ONLY, AND IS NOT INTENDED TO ENCOMPASS ALL POTENTIAL SAFETY CONCERNS INHERENT IN THE PROSECUTION OF THE WORK, <br />SAFETY RESPONSIBILITIES <br />THE SAFETY ALERT SYSTEM SHALL IN NO WAY LIMIT OR ALTER THE SAFETY RESPONSIBILITIES IMPOSED UPON EACH SUBCONTRACTOR OR SUB - <br />SUBCONTRACTOR OR VENDOR BY THEIR CONTRACT. NEITHER THE CONTRACTOR NOR THE CERTIFYING PROFESSIONALS ASSUME ANY PROFESSIONAL <br />SAFETY RESPONSIBILITIES OR LIABILITY BY PROVIDING THE SAFETY ALERT SYSTEM NOR IS THE CONTRACTOR RESPONSIBLE FOR PROFESSIONAL SAFETY <br />INSPECTIONS. BY PROVIDING THE SAFETY ALERT SYSTEM, THE CONTRACTOR IS NOT ASSUMING ANY RESPONSIBILITY AS TO THE MEANS AND METHODS OF <br />PERFORMING THE WORK AND/OR THE MEANS AND METHODS OF COMPLYING WITH SAFETY REQUIREMENTS CONTAINED IN SUBCONTRACT AGREEMENTS, <br />SUB -SUBCONTRACT AGREEMENTS, VENDOR AGREEMENTS OR OTHER APPLICABLE SAFETY REGULATIONS. <br />THE FOLLOWING ARE GENERAL SAFETY PRECAUTIONS PROVIDED BY THE HASKELL COMPANY'S SAFETY MANAGER. CHECK ALL APPLICABLE LAWS AND <br />REGULATIONS FOR DETAILED INFORMATION. <br />F�N_kl SLIPS/FALLS <br />u <br />• <br />UTILIZE FALL PROTECTION SYSTEMS AND PERSONAL FALL ARREST SYSTEMS (PFAS) AT ELEVATIONS OF 6-FEET OR GREATER. <br />• <br />PROVIDE GUARDRAILS AT 42-INCHES WITH MID -RAILS AND TOE -BOARDS PROVIDE FLOOR COVERS FOR OPENINGS 2-INCHES OR <br />GREATER. <br />• <br />LABEL AND SECURE UTILIZE FULL BODY HARNESS WITH SHOCK ABSORBING LANYARD WHEN IN PFAS PROVIDE SECURE ATTACHMENT <br />WHEN WORKING FROM AERIAL LIFTS <br />ELECTROCUTION <br />• <br />USE GFCI PROTECTION FOR ALL TEMPORARY POWER, GENERATORS, AND EXISTING POWER COVER OR BARRICADE ENERGIZED PANELS <br />AT ALL TIMES. <br />• <br />CHECK ELECTRICAL POWER CORDS FOR DAMAGE PRIOR TO EACH USE. <br />• <br />MAINTAIN ADEQUATE TEMPORARY LIGHTING PRIOR TO BEGINNING WORK AT AN EXISTING FACILITY OR WITH EXISTING UTILITIES. <br />• <br />LOCK OUT OF SERVICE ACTIVE OR POTENTIALLY ACTIVE ENERGY SYSTEMS. <br />• <br />LOCK OUT OF SERVICE NEW CONSTRUCTION TIE-IN TO EXISTING MECHANICAL, ELECTRICAL, PIPING AND SIMILAR ENERGY RELATED <br />SYSTEMS. <br />C <br />• <br />TAKE PRECAUTIONS AND DE -ENERGIZE OVERHEAD POWER LINES PRIOR TO BEGINNING ANY CRANE WORK IN CLOSE PROXIMITY OF <br />OVERHEAD POWER LINES. <br />CAVE-INS <br />• <br />VERIFY LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO START OF WORK. <br />• <br />UTILIZE SLOPE/SHORING FOR ALL EXCAVATIONS 4-FEET OR GREATER IN DEPTH. <br />• <br />USE ENGINEERED DESIGNS FOR EXCAVATIONS OF 20-FEET OR GREATER IN DEPTH. <br />• <br />PROVIDE LADDER OR SIMILAR ACCESS/EGRESS FROM ALL EXCAVATIONS WITH TRAVEL DISTANCE NOT EXCEEDING 25-FEET. <br />• <br />MAINTAIN SPOILS A MINIMUM OF 2-FEET FROM EXCAVATION EDGE. <br />PROVIDE DAILY INSPECTION OF ALL EXCAVATIONS BY A COMPETENT PERSON. <br />FALLS FROM ELEVATION <br />• <br />PROVIDE STANDARD HANDRAILS OR PERSONAL FALL ARREST SYSTEM (PFAS) AT HEIGHTS OF 6-FEET OR GREATER. <br />• <br />ENSURE ALL SCAFFOLD BASE -PLATES HAVE SUFFICIENT MUD SILLS/SUPPORT. <br />• <br />PROVIDE LADDER ACCESS TO ALL SCAFFOLDS. <br />• <br />INSPECT SCAFFOLDS PRIOR TO EACH SHIFT USE COMPETENT PERSON TO ERECT, DISMANTLE, MOVE, ALTER, AND INSPECT <br />SCAFFOLDING. <br />• <br />PROVIDE TOE -BOARDS TO PROTECT THOSE WORKING BELOW FILL TREAD PANS BEFORE USING STAIRWAYS. <br />• <br />PROVIDE HANDRAILS ON OPEN SIDES OF STAIRS OVER 30-INCHES OR 4 RISERS HIGH. <br />• <br />PROVIDE STAIRS, LADDERS, OR RAMPS FOR ELEVATION CHANGES OF 19-INCHES OR MORE. <br />ALL LADDERS AND EXTEND A MINIMUM OF 36-INCHES ABOVE THE DECK ELEVATION TO BE ACCESSED <br />D� <br />STRUCSECURE <br />K BY/AGAINST/CAUGHT <br />• <br />PROVIDE A MASONRY CONTROLLED ACCESS ZONE (CAZ) ON THE BACKSIDE OF A WALL EQUAL TO THE HEIGHT OF THE WALL PLUS 4- <br />FEET. <br />• <br />PROVIDE TEMPORARY BRACING OF MASONRY WALLS OVER 8-FEET IN HEIGHT. <br />• <br />ONLY ESSENTIAL PERSONNEL INVOLVED IN POST -TENSIONING OPERATIONS SHALL BE PERMITTED IN THE AREA. <br />• <br />PROVIDE IMPALEMENT PROTECTION FOR ALL VERTICAL REINFORCING, CONDUIT, AND SIMILAR HAZARD. <br />B <br />• <br />ADHERE TO "CRITICAL LIFT PROCEDURES" FOR LOADS OVER 75 CAPACITIES. <br />• <br />ONLY PERSONNEL DIRECTLY INVOLVED WITH TILT -UP OR PRECAST OPERATIONS ARE TO BE PERMITTED IN THE AREA. <br />• <br />CONDUCT A PRE -LIFT SAFETY MEETING FOR ALL TILT -UP AND PRECAST ERECTION. <br />• <br />INSPECT ALL RIGGING, SLINGS, AND CHOKERS PRIOR TO EACH USE. <br />• ENSURE ALL CRANE CERTIFICATIONS AND OPERATOR QUALIFICATIONS ARE PROVIDED <br />ASPHYXIATION - CONFINED SPACE <br />J <br />J0 <br />DO NOT ALLOW EXTENDED OCCUPANCY OF TANKS, PITS, VAULTS, AND SIMILAR LIMITED ACCESS LOCATIONS. <br />• <br />USE SPECIAL PRECAUTIONS FOR CONFINED SPACE LOCATIONS, WHICH MAY INCLUDE A PERMIT -SPACE SYSTEM AND AIR MONITORING. <br />DEMOLITION HAZARD <br />a <br />UTILIZE CONTROLLED ACCESS ZONES (CAZ) FOR ALL DEMOLITION WORK TO PREVENT UNAUTHORIZED PERSONNEL FROM ENTERING <br />THE AREA. <br />STRUCK BY - STEEL ERECTION <br />o • <br />UTILIZE CONTROLLED DECKING ZONE (CDZ) PROCEDURES WHEN INSTALLING ROOF AND INTERMEDIATE FLOOR DECKING. <br />• UTILIZE FALL PROTECTION SYSTEMS AND PERSONAL FALL ARREST SYSTEM (PFAS) AT ELEVATIONS OF 6-FEET OR GREATER. <br />• PROVIDE MINIMUM OF FOUR (4) ANCHOR BOLT CONNECTIONS FOR EACH COLUMN PRIOR TO FURTHER ERECTION OF STRUCTURE. <br />• ADHERE TO REQUIREMENTS OUTLINED IN OSHA 1926 SUBPART "R" AT ALL TIMES WITH THE EXCEPTION THAT 100 FALL PROTECTION <br />REQUIRED AT ELEVATIONS 6-FEET OR GREATER. <br />• CONDUCT A PRE -CONSTRUCTION SAFETY MEETING FOR ALL STEEL ERECTION. <br />• INSPECT ALL RIGGING, SLINGS, AND CHOKERS PRIOR TO EACH USE. <br />• ENSURE ALL CRANE CERTIFICATIONS AND OPERATOR QUALIFICATIONS ARE PROVIDED. <br />• ENSURE CRANES ARE INSPECTED DAILY BY A COMPETENT PERSON/OPERATOR <br />g DROWNING HAZARD <br />• SUBCONTRACTOR SHALL MEET ALL SAFETY REQUIREMENTS OUTLINED IN CFR 1910.401 THROUGH CFR 1910.440 AND CFR 1926.106 <br />RELATED TO COMMERCIAL DIVING OPERATIONS AND WORKING OVER WATER. <br />5/16/2018 <br />40$1111, HASKELL The Haskell Compa <br />IIIIRiverside Aenue <br />Jacksonville, Florida 32202 <br />Phone# (904)791-4500 <br />4/16/2018 <br />2/21 /2018 <br />2/14/2018 <br />DRN. <br />REV. DATE <br />DRAWN: <br />DESIGN FIRM 3401007 <br />CONTROL NO.. <br />4 <br />i� LINE - 5 ARCHITECTURAL <br />MIN ZEPHYRHILLS NATURAL SPRING WATER <br />_j DRAWING INDEX <br />ZEPHYRHILLS, FLORIDA <br />The Information contained on this document is the sole property of NWNA SIZE SHEET NO. REV. NO. <br />�= T '_f li _R f OFFICE E and may not be copied or disclosed to others unless authorized by NWNA. <br />F r T I" r C ✓E E 00 DATE: D.M.: SCALE: D G-002 <br />v�-FELL. IL: AS 501 J <br />3 2 1 <br />�1 <br />
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