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<br />LIGHTNING !STEEL
<br />NEW FACILITY
<br />TITLE
<br />OWNER BUILDING DESIGN / STRUCTURAL
<br />AEROSONIC LLC
<br />1212 N HERCULES AVE
<br />CLEARWATER, FL 33765
<br />PH: 727-461-3000
<br />CONTACT: DUWAYNE WILLIAMS - FACILITY
<br />ENGINEERING
<br />CONNELLY GROUP CONSULTING ENGINEERS
<br />200 2ND AVE SOUTH
<br />#465
<br />ST PETERSBURG FL 33701
<br />PH: 813-232-8448
<br />FAX: 800-698-1945
<br />EMAIL: INFOC@CONNELLYENGINEERING.COM
<br />CONTACT: CHRISTOPHER R. CONNELLY, PE,CGC
<br />MECHANICAL - PLUMBING
<br />CONNELLY GROUP CONSULTING ENGINEERS
<br />200 2ND AVE SOUTH
<br />#465
<br />ST PETERSBURG FL 33701
<br />PH: 813-232-8448
<br />FAX: 800-698-1945
<br />EMAIL: INFO@CONNELLYENGINEERING.COM
<br />CONTACT. CHRISTOPHER R. CONNELLY. PE.CGC
<br />ELECTRICAL
<br />ELECTRICAL CONSULTING GROUP, INC
<br />499 HAMMOCK DRIVE
<br />PALM HARBOR, FL 34683
<br />PH: 727-409-4358
<br />EMAIL: ELECTRICALCONSULTINGGROUP@GMAIL.COM
<br />CONTACT: CURTIS LATZO, PE
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<br />SHEET NAME
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<br />DESCRIPTION
<br />TITLE PAGE / NOTES
<br />SHEET NAME
<br />E100
<br />BLDG
<br />DESCRIPTION
<br />a
<br />ELECTRICAL SITE PLAN
<br />ST000
<br />SITE DATA NOTES
<br />E200
<br />LIGHTING PLAN
<br />ST001
<br />EXISTING SITE PLAN W/ DEMOLITION
<br />E300
<br />OFFICE POWER PLAN
<br />ST100
<br />PROPOSED BUILDING SITE PLAN
<br />E301
<br />WAREHOUSE POWER PLAN
<br />ST101
<br />ENLARGED BUILDING LOCATION PLAN
<br />E400
<br />PANELSCHEDULES / RISER DIAGRAMS
<br />A000
<br />BUILDING NOTES
<br />E500
<br />NOTES
<br />A001
<br />SCHEDULES
<br />A100
<br />BUILDING FLOOR PLAN
<br />A101
<br />LIFE SAFETY PLAN
<br />A
<br />A102
<br />LIFE SAFETY NOTES
<br />M000
<br />MECHANICAL NOTES
<br />A103
<br />REFLECTED CEILING PLAN
<br />M100
<br />MECHANICAL PLAN - OFFICE
<br />A200
<br />ROOF PLAN
<br />M101
<br />MECHANICAL PLAN - WAREHOUSE
<br />A300
<br />ELEVATIONS
<br />M200
<br />MECHANICAL DETAILS
<br />A301
<br />ELEVATIONS
<br />A400
<br />ADA / ANSI DETAILS
<br />A500
<br />DOOR SCHEDULE
<br />A600
<br />UL RATINGS
<br />S000
<br />.M
<br />STRUCTURAL NOTES
<br />P000
<br />PLUMBING LEGEND
<br />S001
<br />STRUCTURAL NOTES / WIND LOAD DATA
<br />P100
<br />PLUMBING PLAN - SANITARY
<br />S002
<br />SCHEDULES
<br />P200
<br />PLUMBING PLAN - SUPPLY
<br />S100
<br />FOUNDATION / SLAB PLAN
<br />P300
<br />PLUMBING SCHEDULES
<br />S101
<br />ROOF FRMAING PLAN
<br />P300
<br />PLUMBING DETAILS
<br />S200
<br />DETAILS
<br />P400
<br />PLUMBING RISER
<br />S201
<br />DETAILS
<br />S300
<br />SSMA DETAILS
<br />REVIEW DATE_4v !y - O,
<br />CITY OF ZEPHYRHILLS
<br />FIRE AND LIFE SAFETY EXAMIN
<br />C WORK SHALL COMPCODE REVAILING
<br />AL
<br />CODES FLORIDABUILDING
<br />NATIO HE CIS OF ZEP CODE' RHILLS
<br />AND ELECTRIC
<br />ORDINANCES
<br />FL BUILDING 6TH EDITION (2017)
<br />FL MECHANICAL - 6TH EDITION (20171
<br />FL PLUMBING - 6TH EDITION (2017)
<br />FL FIRE PREVENTION CODE - 6TH EDITION (2017)
<br />FL ACCESSIBILITY CODE - 6TH EDITION (2017)
<br />ADDITIONAL REFERENCES
<br />ASCE7.10
<br />NFPA 101 - 2015
<br />NFPA 1 - 2015
<br />NFPA 13 - 2013
<br />NFPA 10 2013
<br />NFPA 70 2014
<br />PROJECT TEAM VICINITY MAP Ip1/BUILDING CODES
<br />I. G.C. SHALL BECOME FAMILIAR WITH ALL OWNER'S REQUIREMENTS
<br />PRIOR TO BIDDING AND SHALL BE RESPONSIBLE FOR COMPLIANCE WITH
<br />THOSE REQUIREMENTS.
<br />2. FIELD VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. NOTIFY
<br />ARCHITECT/EOR OF ANY DISCREPANCIES.
<br />3. ITEMS NOT INDICATED IN THESE DOCUMENTS THAT CAN BE
<br />LEGITIMATELY AND REASONABLY INFERRED TO COMPLETE THE WORK AT
<br />HAND SHALL BE FURNISHED BY THE CONTRACTOR AS THOUGHT IT WERE
<br />DETAILED HEREIN.
<br />4. DRAWINGS SHALL BE DISTRIBUTED TO SUBCONTRACTORS IN COMPLETE
<br />SETS AS INDICATED BY THE SHEET INDEX. G.C. IS RESPONSIBLE FOR
<br />ENSURING SUBCONTRACTORS BID ON ALL ITEMS ASSOCIATED WITH
<br />THEIR RESPECTIVE TRADES.
<br />5 THE CONTRACTOR WILL INSPECT THE PREMISES IMMEDIATELY TO CHECK
<br />EXISTING WORKING CONDITIONS. SHOULD CONTRACTOR FIND
<br />CONDITIONS WHICH HE BELIEVES WOULD IMPEDE HIS WORK, THEN SUCH
<br />CONDITIONS MUST BE REPORTED IMMEDIATELY TO THE ARCHITECT/EOR.
<br />FAILURE TO SO ADVISE WILL CONSTITUTE NOTICE THAT CONTRACTOR
<br />IS FULLY SATISFIED WITH THE EXISTING CONDITIONS AND THAT HE
<br />INTENDS TO PERFORM HIS OBLIGATIONS WITH NO ALLOWANCE EITHER
<br />IN TIME OR MONEY FOR ANY IMPEDIMENTS TO HIS WORK.
<br />b. CONTRACTOR SHALL NOTIFY ARCHITECT/EOR OF ANY DISCREPANCIES AND
<br />FOLLOW UP IN WRITING WITHIN TWO WORKING DAYS.
<br />7. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE
<br />FIELD. IF DIMENSIONAL ERROR OCCURS OR CONDITION NOT COVERED
<br />IN THE DRAWINGS IS ENCOUNTERED. CONTRACTOR SHALL NOTIFY THE
<br />ARCHITECT/EOR BEFORE COMMENCING THAT PORTION OF THE WORK.
<br />8. ALL WORK SHALL COMPLY WITH ALL APPLICABLE CODES AND
<br />ORDINANCES.
<br />GENERAL NOTES
<br />9. ALL MANUFACTURED ARTICLES, MATERIALS AND EQUIPMENT SHALL BE
<br />APPLIED, INSTALLED. CONNECTED, ERECTED, USED, CLEANED. AND
<br />CONDITIONED IN ACCORDANCE WITH THE MANUFACTURERS' WRITTEN
<br />SPECIFICATIONS OR INSTRUCTIONS UNLESS HEREINAFTER SPECIFIED
<br />TO THE CONTRARY.
<br />10. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK, USING HIS
<br />BEST SKILL AND ATTENTION. HE SHALL BE SOLELY RESPONSIBLE FOR
<br />ALL CONSTRUCTION AND/OR INSTALLATION MEANS. METHODS.
<br />TECHNIQUES. SEQUENCES, AND PROCEDURES AND FOR COORDINATING
<br />ALL PORTIONS OF THE WORK UNDER THE CONTRACT
<br />11. DIMENSIONS TAKE PRECEDENCE OVER SCALE ON CONSTRUCTION
<br />DOCUMENTS.
<br />12. ALL WORK SHALL BE EXECUTED IN A NEAT AND WORKMANLIKE MANNER,
<br />ACCEPTABLE TO OWNER.
<br />13. WHEN WORK NOT SPECIFICALLY CALLED OUT IS REQUIRED TO COMPLETE
<br />THE PROJECT. IT SHALL BE PROVIDED AND BE OF THE BEST
<br />MATERIALS AND WORKMANSHIP.
<br />W. CONTRACTOR SHALL GUARANTEE ALL WORKMANSHIP AND MATERIALS FOR
<br />A PERIOD OF TWO YEARS FROM THE DATE OF SUBSTANTIAL COMPLETION
<br />(IN WRITING).
<br />15. UNLESS OTHERWISE SPECIFICALLY NOTED. THE CONTRACTOR SHALL
<br />PROVIDE AND PAY FOR ALL LABOR. MATERIALS. EQUIPMENT. TOOLS.
<br />CONSTRUCTION EQUIPMENT AND MACHINERY. TRANSPORTATION. AND
<br />OTHER FACILITIES AND SERVICES NECESSARY FOR PROPER EXECUTION
<br />AND COMPLETION OF THE PROJECT.
<br />lb. THE CONTRACTOR SHALL PAY ALL FEES FOR PERMITS. ETC..
<br />NECESSARY FOR PROPER COMPLETION OF THE WORK UNLESS OTHERWISE
<br />INFORMED.
<br />17. THE CONTRACTOR WARRANTS TO THE OWNER AND THE ARCHITECT/EOR THAT
<br />ALL MATERIALS AND EQUIPMENT FURNISHED UNDER THIS CONTRACT
<br />WILL BE NEW UNLESS OTHERWISE SPECIFIED. AND THAT ALL WORK
<br />WILL BE GOOD QUALITY FREE FROM FAULTS AND DEFECTS AND IN
<br />CONFORMANCE WITH THE CONSTRUCTION DOCUMENTS. ALL WORK NOT SO
<br />CONFORMING TO THESE STANDARDS MAY BE CONSIDERED DEFECTIVE. IT
<br />IS UNDERSTOOD THAT NO INFERIOR OR NOW CONFORMING WORK OR
<br />MATERIALS WILL BE ACCEPTED WHETHER DISCOVERED AT THE TIME
<br />THEY ARE INCORPORATED IN THE WORK OR AT ANY TIME BEFORE OR
<br />AFTER THE FINAL ACCEPTANCE. IF REQUIRED BY THE ARCHITECT/EOR. THE
<br />CONTRACTOR SHALL FURNISH SATISFACTORY EVIDENCE AS TO THE
<br />KIND AND QUALITY OF MATERIALS AND EQUIPMENT.
<br />18. THE WARRANTIES AND GUARANTIES REQUIRED BY THE CONSTRICTION
<br />DOCUMENTS SHALL BE IN ADDITION TO AND NOT IN LIMITATION OF
<br />ANY OTHER WARRANTY OR GUARANTY OR REMEDY REQUIRED BY LAW OR
<br />BY THE CONSTRUCTION DOCUMENTS.
<br />19. CONTRACTOR SHALL PROVIDE PROPER SHORING OF STRUCTURAL ELEMENTS
<br />AND DISCONNECTION OF ALL UTILITIES BEFORE ANY DEMOLITION.
<br />20 CONTRACTOR SHALL PATCH, REPAIR, REPLACE. AND FINISH ANY
<br />FLOOR, WALL. OR CEILING TO MATCH ADJACENT SURFACES DUE TO ANY
<br />DEMOLITION.
<br />21. FIRE SPRINKLER APPROVALS ARE NOT INCLUDED UNDER THIS
<br />PERMIT.
<br />22. EXTERIOR SIGNAGE IS NOT PART OF THIS PROJECT.
<br />23. DISSIMILAR METALS PROTECTION
<br />CONTACTS NOT INVOLVING MAGNESIUM:
<br />ALL DISSIMILAR JOINTS NOT INVOLVING MAGNESIUM ARE PROTECTED BY THE APPLICATION OF A
<br />MINIMUM OF TWO COATS OF ZINC CHROMATE PRIMER IN ADDITION TO NORMAL PRIMER
<br />REQUIREMENTS. PRIMER IS APPLIED BY BRUSH OR SPRAY AND ALLOWED TO AIR-DRY 6 HOURS
<br />BETWEEN COATS,
<br />CONTACTS INVOLVING MAGNESIUM:
<br />TO PREVENT CORROSION BETWEEN DISSIMILAR -METAL JOINTS IN WHICH MAGNESIUM ALLOYS IS
<br />INVOLVED, EACH SURFACE SHALL BE INSULATED AS FOLLOWS
<br />• AT LEAST TWO COATS OF ZINC CHROMATE ARE APPLIED TO EACH SURFACE. NEXT.ADD A LAYER OF
<br />PRESSURE -SENSITIVE VINYL TAPE 0.003-INCH THICK APPLIED SMOOTHLY AND FIRMLY ENOUGH TO
<br />PREVENT AIR BUBBLES AND WRINKLES. TO AVOID CREEP -BACK, DO NOT STRETCH THE TAPE
<br />DURING APPLICATION. WHEN THE THICKNESS OF THE TAPE INTERFERES WITH THE ASSEMBLY OF
<br />PARTS. WHERE RELATIVE MOTION EXISTS BETWEEN PARTS. OR WHEN SERVICE TEMPERATURES
<br />ABOVE 250 F. ARE ANTICIPATED. THE USE OF TAPE IS ELIMINATED AND EXTRA COATS (MINIMUM OF
<br />THREE) OF PRIMER ARE APPLIED.
<br />24. AT THE END OF EACH DAYS WORK. ALL UNUSED NAILS AND MATERIAL USED FOR THAT DAY SHALL BE
<br />COLLECTED ANDSTORED OR DISPOSED OF AS REQUIRED
<br />25. PROJECT SUPERVISOR SHALL INSPECT AND CERTIFY THE CORRECT INSTALLATION OF ALL
<br />THRU-WALL SCUPPERS AND SHALL ISSUE SAID CERTIFICATION IN WRITING, AND FOR THE RECORD. TO
<br />GENERAL CONTRACTOR OF RECORD. WHERE DISCREPANCIES EXISTING IN THE INSTALLATION, THE FOR
<br />SHALL BE NOTIFIED IMMEDIATELY IN WRITING.
<br />26. CONTRACTOR SHALL MAINTAIN A VISUAL RECORD ALL MATERIAL DEMOLITION AND INSTALLATIONS.
<br />INCLUDING BEFORE AND AFTER PHOTOS. ALL PHOTOS SHALL BE TAKEN BY USE OF DIGITAL CAMERA
<br />AND SHALL BE MADE AVAILABLE TO OWNER AND FOR AS REQUIRED. A MINIMUM OF 10 PHOTOS MUST
<br />BE TAKEN PER SPECIFIC INSTALLATION.
<br />SHEET INDEX
<br />OCCUPANCY GROUP - CHAPTER 3
<br />••••NO CHANGE OF USE .....
<br />PREVIOUS USE: NONE
<br />INTENDED USE: WIND TUNNEL TESTING GROUP F-1, ORDINARY HAZARD
<br />CONSTRUCTION TYPE - CHAPTER 6
<br />CONSTRUCTION TYPE 11-B
<br />FIRE RESISTANCE - CHAPTERS 467
<br />NOWSPRINKLERED - UNPROTECTED
<br />ALL WORK SHALL COMPLY WITH
<br />NFFA CODES AND STANDARDS
<br />SCHEDULE OF FINISHES UNLESS MORE STRINGENT FLAME SPREAD RATINGS ARE REQUIRED
<br />BY NFPAI01 REQUIREMENTS (SEE BELOW):
<br />FLOOR COVERING: ALL AREAS VCT, POLISHED CONCRETE, CLASS A
<br />WALL COVERINGS METAL PANEL. CLASS A
<br />CEILING COVERING-' METAL PANEL. ACOUSTICAL, CLASS A
<br />NFPA101 INTERIOR WALL AND CEILING FINISHES COMPLYING WITH SECTION 10.2 SHALL BE
<br />CLASS A OR B IN EXITS AND IN EXIT ACCESS CORRIDORS, INTERIOR WALL AND CEILING
<br />FINISHES SHALL BE CLASS A. 8 OR C IN ALL OTHER AREAS, EXCEPT AS NOTED IN
<br />NFPAIOI-39.3.3.2.1.
<br />40.3.3.3 - INTERIOR FLOOR FINISHES IN EXIT ENCLOSURES AND IN EXIT ACCESS
<br />CORRIDORS SHALL NOT BE LESS THAN CLASS II AND COMPLY WITH SECTION 10.2 NFPAI01
<br />38.3.3.3 - INTERIOR FLOOR FINISHES SHALL COMPLY WITH SECTION 10.2.7.1 OR 10.2.7.2 AS
<br />APPLICABLE.
<br />ALLOWABLE BUILDING HEIGHT AND AREA PER FBC 6TH ED TABLE 503, SECTION 504. 506)
<br />GROSS BUILDING AREA - CHAPTER 5
<br />MAIN BUILDING:
<br />INTENDED USE: GROUP B. F-I
<br />UNIT SF TOTAL:
<br />TOTAL ENCLOSED AREA (F-1): 11.900 SF (LOAD 119) ® 100 SF, P
<br />TOTAL ENCLOSED AREA (8): 3000 SF (LOAD 30) ® 100 SF/P
<br />TOTAL BUILDING AREA 14,900 SF (LOAD 1491
<br />MEANS OF EGRESS - CHAPTER 10
<br />NFPA101 ORDINARY HAZARD
<br />NON-SPRINKLEREO BUILDINGS
<br />MAX TRAVEL DISTANCE
<br />200 FT (GROUP F-I)
<br />DEAD END CORRIDOR:
<br />20 FT
<br />COMMON PATH OF TRAVEL:
<br />75 FT
<br />COMMON OCCUPANT LOADS
<br />ACCESSORY STORAGE, MISC
<br />300 GROSS
<br />WAREHOUSE
<br />500 GROSS
<br />STRUCTURAL DESIGN
<br />- CHAPTER 16
<br />LOADING DATA: (LL)
<br />ROOF LOAD:
<br />20 PSF
<br />SLAB LOAD
<br />250 PSF
<br />LOADING DATA: (DL)
<br />ROOF LOAD:
<br />3 PSF DEAD, 5 PSF (COLLATERAL)
<br />CODE ANALYSIS
<br />LIGHTNING STEEL
<br />CG19-014
<br />C CONNELLY GROUP
<br />C O N S U L T I N G E N G I N E E R S
<br />Q200
<br />2nd Ave South - #465 - St Petersburg, FL 33701
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<br />PROFESSIONAL SEAL
<br />DATE SEALED SEPTEMBER 6, 2019
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