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Building Permit Application: Permit # 16-0283 (2)
k Dates of Record Dates of Record Item No. Record Series Title From: To: No. of Pages 21 Building Permit Application: Permit # 12741 2015 2017 12 22 Building Permit Application: Permit # 12518 2015 20 23 Building Permit Application: Permit # 16-0038 2016 40 24 Building Permit Application: Permit # 16-0283 2016 56 25 Building Permit Application: Permit # 16-0285 2016 44 26 Building permit Application: Permit # 16-0517 2016 12 27 Building Permit Application: Permit # 15-19290 2015 28 28 Building Permit Application: Permit # 16-0769 2016 8 29 Building Permit Application: Permit # 16-0679 2016 8 30 Building Permit Application: Permit # 16-0691 2016 10 31 Notice of Commencement: Permit # 16-0741 2016 3 32 Building Permit Application: Permit # 17-0835 2017 59 33 Building Permit Application: Permit # 17-0992 2017 35 34 Building Permit # 17-0677 2017 26 35 Building Permit Application: Permit # 17-1170 2017 14 36 Building Permit Application: Permit # 17-1239 1 2017 16 37 Notice of Commencement: Permit # 17-1533 2017 21 38 Building Permit Application: Permit # 17-1357 2017 14 39 Building Permit Application: Permit # 17-1343 2017 20 40 Building Permit Application: Permit # 17-1404 2017 10 41 Building Permit Application: Permit # 17-1403 2017 8 42 Building Permit Application: Permit # 17-1436 2017 9 k NATES DESIGN :LABRAT❑RY ORDINARY HAZARD ,15/1500 MAX HEAD SPACING 130 S,F, PIPING 1" BLACK STEEL SCH — 40 EXISTING TO REMAIN FITTINGS 1"—D I. THREADED HANGERS V-3/8" T.B.C. , 3/8" A.T.R, SPACED PER NFPA 13 2010 ED, EXISTING TO REMAIN GROUP 1 RING ALL EXISTING RISERS, PIPING, VALVES, E.T,C, TO :REMAIN EXISTING TO REMAIN EXISTING TO REMAIN SCOPE OF:: WORK EAGLE FIRE TO INSTALL 2"X1" MECH. Ts WHERE INDICATED ON DRAWING AND ADD -f- RELOCATE EXIST. FIRE SPRINKLER HEADS AND REPLACE WITH NEW PENDENT FIRE SPRINKLER HEADS WHERE INDICATED ON DRAWING TO PROVIDE PROPER COVERAGE FOR ALL TENANT REMODELED AREAS.PER NFPA 13,2010 EDITION. NOTESYSTEM DESIGNED FOR CLASS C AND D LABORATORIES CHAPTER 6.2.1.1 PER NFPA 45 , 2010 ED. t=Alb i INU cxI5 I INU '- WAREHOUSE TO REMAIN EAGLE FIRE PROTECTION INC. 9205 CROWN PARK CIRCLE , WINTER GARDEN FLORIDA 34787 Symbols Symbol Description O Hydraulic Reference Points [,s ats] Elev. Below 'Top of Steel [ 8-$] Elev. Above Finished Floor + (TOS 20-0) Elev. of Top of Steel o®- Ceiling Height --7-"— Denotes Hanger Location O Rise up or down ST. 4" E RISER Number of Sprinklers Total This Sheet ITotal This Jab mbol Description 24 (1/2',K=5.5) 155 DEG. TYCO Q/R CHROME PENDENT TY3231 ® o(at FSE WNWIM WEws 24 TOTAL NEV ETRE SPRINKLERS HEADS ARE NOT CENTER OF TILE oc -,I -JL J!L TYPICAL 1 " HANGER NO SCALE 1 -- 3/8" All Thread Rod 1 -- Ring 1 -- 3/13" Top Beam Clamp SWING NEW HEADS FROM EXIST. HEAD LOCATION "RL "ADD KEY PLAN N.T.S. Drawing FP -1 Job: Title AMSPEC Revisions: Date: DJlOS-15 Contract No. 191 CENTER STREET Drawn By RON P. CAPE CANAVERAL, FL. Scale 1/4" = 1-0 Contractor: ORANGEMEN CORP. Date 3/16/2016 1 1858 MURPHY ST. Approval By approved �, I 1 OVIEDO, FL. 32765 J GENERAL NOTES: 1. THE INTENT OF THESE DOCUMENTS IS TO INCLUDE ALL WORK AND ITEMS NECESSARY FOR THE COMPLETION OF WORK. THE WORK SHALL BE REQUIRED WHETHER OR NOT SHOWN ON THE PLANS AND/OR CONSTRUCTION DOCUMENTS, BUT ARE REASONABLE INFERABLE AS BEING NECESSARY TO PROVIDE THE INTENDED RESULTS. 2. ALL WORK SHALL CONFORM TO THE 2010 FLORIDA BUILDING CODES. 3. ALL MATERIALS SHALL BE NEW. 4. ALL WORK SHALL BE OF THE HIGHEST QUALITY FOR THE TRADE INVOLVED. 5. THE GENERAL CONTRACTOR OR ANY SUBCONTRACTORS SHALL CLEARLY UST ON HIS BID ANY WORK NOT INCLUDED. 6. ALL WORK AND MATERIALS SHALL BE GUARANTEED FOR A MINIMUM OF 1 YEAR FROM THE DATE OF CERTIFICATE OF OCCUPANCY OF THE JOB. 7. THE GENERAL CONTRACTOR SHALL REVIEW THE PLANS AND FIELD CONDITIONS AND BECOME FAMILIAR WITH THE WORK. SHOULD HE BECOME AWARE OF ANY DISCREPANCIES, HE SHALL IMMEDIATELY ADVISE THE ARCHITECT PRIOR TO COMMENCING WORK. 8. ALL BIDDERS AND THEIR SUBS SHALL BE CURRENTLY LICENSED IN THE STATE OF FLORIDA. 9. THE OWNER RESERVES ALL RIGHTS TO REJECT ANY AND ALL BIDS. 10. SUBSTITUIONS OF ITEMS BY THE GENERAL CONTRACTOR OR HIS SUBS WHICH THEY BELIEVE TO BE EQUAL OR BETTER SHALL BIE APPROVED BY THE OWNER. SAID ITEMS WHEN REQUIRING APPROVAL BY A BUILDING OFFICAL ARE TO BE SUBMITTED TO THE BUILDING DEPARTMENT. 11. THE GENERAL CONTRACTOR SHALL MAINTAIN REQUIRED BARRICADES, WARNING DEVICES,SHORING AND ALL MEASURES NECESSARY TO PROTECT THE WORKMEN AND THE PUBLIC AS REQUIRED BY THE REGULATORY BODIES HAVING JURISDICTION. 12. THE GENERAL CONTRACTOR SHALL COORDINATE THE WORK OF ALL TRADES AND AS THE ARCHITECT WILL NOT BE PROVIDING ARCHITECTURAL OR CONSTRUCTION INSPECTION SERVICES, THE OWNER AND GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE QUALITY OF WORKMANSHIP. 13. THE SHEETS OF CONSTRUCTION DOCUMENTS ARE COMPLIMENTARY TO EACH OTHER. WHAT IS CALLED FOR ON ONE IS BINDING FOR ALL . 14. THE GENERAL CONTRACTOR SHALL OBTAIN ADEQUATE LIABILITY INSURANCE AND MAINTAIN THE POLICY THROUGHOUT THE JOB. 15. COORDINATION OF ALL WORK SHALL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY AND ALL SUBCONTRACTORS SHALL REVIEW ANY PLANS WHICH COULD AFFECT THE INSTALLATION OF THEIR WORK. 16. THE GENERAL CONTRACTOR OR HIS SUBS SHALL ASK FOR DETAILS WHENEVER UNCERTAIN ABOUT METHODS OF INSTALLATION. LACK OF DETAILS NOT REQUESTED SHALL NOT EXCUSE IMPROPER INSTALLATION. 17. A CERTIFICATE OF OCCUPANCY/COMPLETION SHALL BE ISSUED BY THE BUILDING DEPARTMENT PRIOR TO FINAL PAYMENT. 18. CONTRACTOR NOTE: BIDDERS BEFORE SUBMITTING PROPOSALS SHALL VISIT AND CAREFULLY EXAMINE THE AREA AFFECTED By THIS WORK TO FAMILIARIZE THEMSELVES WITH THE EXISTING CONDITIONS AND THE DIFFICULTIES THAT WILL AFFE�T THE EXECUTION OF THIS WORK. SUBMISSION OF A PROPOSAL WILL BE CONSTRUED AS EVIDENCE THAT SUCH AN EXAMINATION HAS BEEN MADE AND LATER REQUIRED BECAUSE OF DIFFICULTIES ENCOUNTERED WHICH COULD HAVE BEEN FORSEEN HALT SUCH AND EXAMINA11ON -BEEN MADE. 19. CONTRACTOR SHALL COORDINATE HIS WORK WITH THAT OF THE STRUCTURAL, PLUMBING, MECHANICAL & ELECTRICAL SUBCONTRACTORS BEFORE THE WORK IS STARTED. 20. ANY PENETRATIONS MADE IN AFIRE RATED WALL SHALL BE PROPERLY SEALED. SEE BLDG DEPT MOTES 15 & 16. 21. CONTRACTORS SHALL PROVIDE ALL SHORINGS, BRACINGS, BARRICADES, ETC. TO ACCOMPLISH ALL THE WORK IN AN APPROVED MANNER. 22. ALL DIMENSIONS AND COND111ONS SHALL BE CHECKED AND VERIFIED AT THE JOB SITE. UNDER Iz0 CIRCUMSTANCES IS THE CONTRACTOR TO SCALE DRAWINGS TO OBTAIN DIMENSIONS. IF THERE IS ANY QUESTION REGARDING LACK OF DIMENSIONS, THE CONTRACTOR IS TO NOTIFY THE ARCHITECT IMMEDIATELY AND THE INFORMATION SHALL BE PROVIDED. 23. GENERAL CONTRACTOR TO COORDINATE ALL ITEMS NOT IN HIS CONTRACT. 24. THE CONTRACTOR IS RESPONSIBLE FOR ALL SITE SAFETY PROVISIONS AND MEASURES DURING CONSTRUCTION. DAVID NAGRODSKY ARCHITECTS, INC. SHALL BE HELD HARMLESS FROM ANY CLAIM , OR LIABILITY FROM INJURY OR LOSS FROM FAILURE TO EXERCISE SITE SAFETY RESPONSIBILITY. 25. THE ARCHITECT IS NOT RESPONSIBLE FOR HIS CONSULTANTS ERRORS AND OMISSIONS AND CLAIM CANNOT BE BROUGHT UPON HIM FOR SUCH ERRORS. 26. CONTRACTOR IS TO PATCH ALL FIRE RATED WALLS AS REQUIRED WHETHER BY NEW CONSTRUCTION OR EXISTING CONDITIONS. 27. SEPARATE PERMIT APPLICATIONS SHALL BE FILED FOR SIGNS IF PROVIDED AND IN THE SCOPE OF WORK, 32. ANY AWNINGS DEPICTED ON THE PLANS REQUIRE SEPARATE ENGINEERING & PERMITS. 33. THE CONSTRUCTION DOCUMENTS HAVE BEEN PREPARED WITH THE UNDERSTANDING THAT THE CONTRACTOR IS KNOWLEDGEABLE IN STANDARD CONSTRUCTION REQUIREMENTS AND FLORIDA BUILDING CODE REQUIREMENTS. ALL WORK SHALL COMPLY WITH BUILDING CODE REQUIREMENTS WEATHER OR NOT DETAILED OR DESCRIBED IN THE DOCUMENTS. BUILDING CODE REQUIREMENTS TO SUCCESSFULLY COMPLETE THE WORK SHALL BE INCLUDED IN THE CONTRACTORS BID. THE CONSTRUCTION DOCUMENTS SHALL NOT BE CONSIDERED AS ALL INCLUSIVE. THE ARCHITECT CAN NOT FORESEE BUILDING DEPARTMENT COMMENTS, WEATHER FOUNDED OR NOT, THAT MAY REQUIRE ADDITIONAL COSTS TO THE CLIENT AND THEREFORE CANNOT BE HELD RESPONSIBLE FOR SUCH ADDITIONAL COSTS. BUILDING DEPARTMENT NOTES: 1. SEE PROJECT DATA FOR FIRE SPRINKLER/ALARM SYSTEM REQUIREMENTS FOR THIS BUILDING. 2. THE WORK DEPICTED IN THE CONSTRUCTION DOCUMENTS CONFORM TO THE 2010 FLORIDA BUILDING CODES. 3. IN NO CASE SHALL ANY EGRESS CONDOR BE LESS THAN 44" INCHES IN CLEAR WIDTH UNLESS OTHERWISE PERMITTED BY CODE. EXIT ACCESS AISLES & CLEARANCE BETWEEN FIXTURES SHALL BE A MIN 36" WIDE. 4. THE PROPOSED BUILDING/SPACE SHALL BE HANDICAPPED ACCESSIBLE. CHANGES IN LEVEL GREATER THAN 1/2" ALONG THE ACCESSIBLE PATH OF TRAVEL SHALL BE RAMPED. 5. EXTERIOR DOOR LANDINGS SHALL BE WITHIN 1/4" OF THE INTERIOR FLOOR SURFACE AND SHALL NOT SLOPE MORE THAN 2% IN ANY DIRECTION. LANDING DEPTH SHALL BE AT LEAST EQUAL TO THE WIDTH OF THE DOOR LEAF. ADDITIONAL SPACE MAY BE REQUIRED FOR ACCESSIBILITY MANEUVERING. THRESHOLD HEIGHT SHALL NOT EXCEED 1/2". 6. ALL NEW DOORS SHALL HAVE LEVER OR OTHER APPROVED TYPE HARDWARE PER THE FLORIDA BUILDING CODE. 7. ALL DOORS THAT ARE EQUIPPED NTH CLOSERS SHALL COMPLY NTH THE OPENING FORCES SPECIFIED IN THE FLORIDA BUILDING CODE; EXTERIOR DOORS 8.5 POUNDS/FOOT MAX., INTERIOR DOORS 5 POUNDS/FOOT MAX. 8. A LATCH OR OTHER FASTENING DEVICE SHALL BE PROVIDED NTH ONLY ONE KNOB, HANDLE, PANIC BAR, OR OTHER SIMPLE TYPE OF RELEASING DEVICE. LOCKING DEVICES SHALL NOT REQUIRE THE USE OF A KEY, TOOL, SPECIAL KNOWLEDGE OR EFFORT FROM INSIDE THE BUILDING. DOUBLE KEYED CYLINDER LOCKS ARE PROHIBITED. LOCKING DEVICES ON EXIT DOORS SHALL BE DIRECT ACTING REQUIRING NO MORE THAN A SINGLE MOTION TO UNLATCH THE DOOR. 8. MEANS OF EGRESS SHALL BE ARRANGED AND MAINTAINED TO PROVIDE AN UNOBSTRUCTED PATH OF EGRESS FROM ALL PARTS OF THE BUILDING OR SPACE AT ALL TIMES WHEN OCCUPIED. 9. THE FLOORS AND WALKING SURFACES WITHIN AN EXIT AND PORTION OF THE EXIT ACCESS AND EXIT DISCHARGE DESIGNATED IN FBC SECTION 1006.2 SHALL BE ILLUMINATED TO VALUES OF AT LEAST 1 FOOTCANDLE (1OLUX) MEASURED AT THE FLOOR. DURING CONDITIONS OF STAIR USE, THE MIN ILLUMINATION FOR NEW STAIRS SHALL BE AT LEAST 10 FOOTCANDLE (108 LUX) MEASURED AT THE WALKING SURFACE. A FUNC11ONAL TEST OF THE EMERGENCY LIGHTING SHALL BE MADE USM A MM METER TO MEASURE FOOT-CANDLES, PRIOR TO FINAL INSPECTION. (ADDITIONAL LIGHTING UNITS MAY BE NEEDED.) LIGHTS ARE NOT REQUIRED IN INDIVIDUAL ROOMS UNLESS EGRESS IN DIRECTED THROUGH THE ROOM TO AN EXIT. 10. CALL FOR AN EMERGENCY LIGHT TEST. PROVIDE FOR SUFFICIENT LEAD 11ME PER LOCAL JURISDICTION REQUIREMENTS. 11. ALL EXITS WITH THE EXCEPTION OF THE MAIN ENTRANCE SHALL BE MARKED WITH AN APPROVED INTERNALLY OR EXTERNALLY ILLUMINATED SIGN. MAIN ENTRANCES MUST BE CLEARLY IDENTIFIABLE AS AN EXIT. INTERNALLY ILLUMINATED SIGNS SHALL COMPLY WITH UL924. WHERE EMERGENCY LIGHTING IS REQUIRED, SIGNS SHALL BE ILLUMINATED BY THE EMERGENCY LIGHTING. PROVIDE A MINIMUM CLEARANCE OF 80 INCHES BELOW CEILING OR PROJECTED EXIT SIGNS. 12. PROVIDE PORTABLE FIRE EXTINGUISHERS PER NFPA 10 HAVING A MINIMUM RATING OF 2A -108C FOR EVERY 3000 SQ FT. OF FLOOR AREA. TRAVEL DISTANCE TO AN EXTINGUISHER SHALL NOT EXCEED 75 FEET. ALL EXTINGUISHERS SHALL BE CONSPICUOUSLY LOCATED AND READILY ACCESSIBLE. THE TOP OF THE EXTINGUISHER SHALL NOT BE MORE THAN 5 FEET ABOVE THE FLOOR AND THE BOTTOM OF THE EXTINGUISHER SHALL NOT BE LESS THAN 4 INCHES FORM THE FLOOR NOR PROTRUDE MORE THAN 4" OFF THE WALL. VERIFY TYPE, SIZE AND LOCA11ON WITH THE FIRE INSPECTOR AT FINAL INSPECTION, 13. FIRE EXTINGUISHERS SHALL BE INSPECTED AND TAGGED BY A STATE CERTIFIED FIRE EXTINGUISHER CQMPANY. FLORIDA ADMIN CODE 69A-21. FIRE EXTINGUISHERS MUST BE APPR(X 5L8 UL RATED 2A10BC) MIN FOR BUSINESS AND 106C (UL RATED 4A20BC) FOR ALL OTHER OCCUPANCY TYPES. 14. PENETRATIONS THROUGH FIRE BARRIERS SHALL BE PROTECTED WITH AN APPROVED THROUGH PENETRAT10N SYSTEM CAPABLE OF MAINTAINING THE FIRE RESISTANCE OF THE FIRE BARRIER(S). SEE PLANS FOR APPROVED PROTECTION SYSTEMS. 15. FIRE RATED PARTITIONS WHICH ABUT A CEILING OR ROOF ASSEMBLY, SHALL BE SEALED IN AN APPROVED METHOD TO PREVENT FIRE AND SMOKE PASSAGE. SEE PLANS FOR APPROVED PROTECTION SYSTEMS, 16. ELECTRICAL OUTLETS LOCATED IN FIRE RATED ASSEMBLIES SHALL BE A MINIMUM 24" APART AND SHALL BE LISTED FOR THE INTENDED USE. (UL, WHI, ETC.) OUTLETS ON OPPOSING SIDES SHALL NOT OCCUR IN THE SAME STUD SPACE. 17. WALLS WITHIN 24" OF TOILETS AND URINALS SHALL HAVE A HARD, SMOOTH NONABSORBENT SURFACE TO A HEIGHT OF 4 FEET ABOVE THE FLOOR. TOILET ROOMS SHALL HAVE A NONABSORBENT FLOOR MATERIAL EXTENDING MIN 6" UP WALLS. PROJECT DATA CONSTRUCTION TYPE: IIB TRAVEL DISTANCE: 150'-0" OCCUPANCY : Imo'�HAtLARD GROSS AREA: 2000SF La,lW XTORY. OCCUPANT LOAD: 2000SF/ 200 SF PER PERSON = 10 PEOPLE LEVEL OF ALTERATION: 3 FIRE SPRINKLER SYSTEM: YES FIRE ALARM SYSTEM: YES APPLICABLE CODES: FLORIDA ACCESSIBLE CODE: 2012 FLORIDA BUILDING CODE: 2010 FLORIDA PLUMBING CODE: 2010 FLORIDA MECHANICAL CODE: 2010 FLORIDA FUEL GAS CODE: 2010 FLORIDA FIRE PREVENTION CODE: 2010 WITH REFERENCES 2009 NFPA-1 & 2009 NFPA 101 NFPA 1- CHAP 26 &101: 2010 NATIONAL ELECTRIC CODE: 2008 NFPA 45 -FIRE PROTECTION FOR LABORATORIES MINIMUM INTERIOR FINISH CLASSIFICATION: SPRINKLERED EXITS: B EXIT ACCESS: B OTHER SPACES: C DEMOLITION NOTES: 1. ALL WORK SHALL COMPLY WITH LOCAL BUILDING CODE REQUIREMENTS AND REGULATIONS. 2. ALL DEMOLITION AND REMOVAL WORK SHALL BE COMPLETED AS INDICATED AND NOTED ON THE DRAWINGS AS SPECIFIED HEREIN. 3. BEFORE STARTING WORK, MAKE A THOROUGH EXAMINATION OF THOSE PORTIONS OF THE STRUCTURE IN WHICH THE WORK IS TO BE PERFORMED. CHECK ALL THE WORK ADJOINING OR AT UNDERLYING LOCATIONS. REPORT TO THE ARCHITECT ANY AND ALL - FlEEE)- GE)Ry-_ CONDITIONS WHICH MAY INTERFERE WITH OR OTHERWISE AFFECT OR PREVENT THE PROPER EXECUTION AND COMPLETION OF THE WORK. DO NOT START THE WORK UNTIL SUCH CONDITIONS HAVE BEEN EXAMINED AND A COURSE OF ACTION HAS BEEN MUTUALLY AGREED UPON. 4. PRIOR TO THE START OF DEMOLITION, THE CONTRACTOR SHALL CALL TO THE ATTEN11ON OF THE ARCHITECT ANY DAMAGE, CRACKS OFFICE COPY OR OTHER IMPERFECTIONS IN THE WORK ADJACENT TO THE DEMOLITION AREAS. 5. BEFORE STARTING DEMOLITION OPERATONS, PROVIDE THE NECESSARY PROTECTIVE DEVICES WHERE REQUIRED AND IN STRICT ACCORDANCE WITH GOVERNING RULES AND REGULATIONS. 6. EXECUTE THE DEMOLITION IN AN ORDERLY AND CAREFUL MANNER WITH THE LEAST POSSIBLE DISTURBANCE TO THE PUBLIC OR THE FUNC110NING OF THE EXISTING BUILDING. 7. KEEP ALL ADJOINING PUBLIC AREAS CLEAN DURING WORKING HOURS AND MAKE EVERY EFFORT TO PROVIDE SAFE CONDITIONS FOR THE GENERAL PUBLIC AND THE WORKERS. & DEMOLISHED MATERIALS, UNLESS OTHERWISE NOTED, SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF OFF SITE ON A REGULAR BASIS AND IN A LEGAL MANNER. (SEE NOTE 22.) 9. ERECT, MAINTAIN AND WHEN NECESSARY, REMOVE PROTECTIVE BARRIERS, LIGHTING AND/OR SIGNAGE TO PROTECT THE PUBLIC AND WORKMEN. 10. REPAIR AND/OR REPLACE EXISTING ITEMS NOT SCHEDULED OR NOTED TO BE DEMOLISHED AND NOT SPECIFIED TO BE REMOVED, BUT WHICH MAY BECOME DAMAGED DURING THE PROGRESS OF WORK. MAKE ANY AND ALL SUCH REPAIRS, REPLACEMENTS AND MODIFICATIONS TO RESTORE THE DAMAGED ITEMS TO THEIR ORIGINAL COND111ON AT THE 11ME OF THE DAMAGE TO THE SATISFACTION OF AND AT NO ADDITIONAL COST TO THE OWNER. Chs�sE zka Rmtmkft.;AifhQto 11. PATCH, FILL AND REPAIR ALL SURFACES DISTURBED,CUT, DAMAGED, IN NEED OF REPAIR OR MADE IMPERFECT BY ALTERATIONS DJG4 OR REMOVAL WORK AND AS REQUIRED TO PREPARE FOR NEW MATERIALS AND ARRANGEMENTS. am Cori v � Z 12. PRIOR TO THE DEMOLITION OF ITEMS WHICH HAVE UTILITY CONNECTIONS (WATER, GAS, ELECTRICITY, STEAM, ETC.) THE CONTRACTOR V L SHALL ARRANGE WITH THE OWNER TO LOCATE SHUTOFF VALVES, PANEL BOXES AND OTHER CONTROL ELEMENTS SO THAT DAMAGE AND OTHER POTENTIALLY DANGEROUS SITUATIONS ARE AVOIDED. 13. REMOVE EXISTING WALLS, CABINETS, DOORS AS NOTED ON DRAWINGS AND AS DISCUSSED AT THE PRE-BID MEETING. 14. THE CONTRACTOR SHALL COORDINATE DEMOLITION WORK SO AS TO MINIMIZE THE DISTURBANCE TO ADJACENT OCCUPANCIES IF APPLICABLE. 15. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER THE REMOVAL AND RELOCATION OF ITEMS THAT ARE THE OWNERS RESPONSIBILITY (PHONE LINES AND EQUIPMENT, SECURITY LINES AND EQUIPMENT, COMPUTER LINES, FILES, ETC.) 16. REFER TO THE PROPER TRADE DRAWINGS FOR THE REQUIRED DEMOU11ON OF ALL STRUCTURAL, MECHANICAL, ELECTRICAL AND PLUMBING WORK TO DE COORDINATED BY THE GENERAL CONTRACTOR. 17. THE CONTRACTOR SHALL REMOVE ALL DEBRIS FROM THE ,BUUING AND SITE AT THE END OF EACH DAY. ACCUMULATION OF RUBBISH SHALL NOT IBE PERMITTED. 18. ALL WALLS TO REMAIN ARE TO BE PATCHED AND MADE READY FOR PAINTING. 19. THE GENERAL CONTRACTOR IS TO PATCH ALL HOLES IN THE SLAB, ROOF AND WALLS CAUSED BY REMOVAL WORK OF OTHER TRADES. 20. EXISTING ELECTRICAL, HVAC,PLUMBING AND SPRINKLER SERVICES (IF'APPLICABLE) ARE TO BE MODIFIED. 21. VERIFY NTH OWNER PRIOR TO DEMOLITION ANY AND ALL ITEMS TO BE SAVED (I". CABINETS, DOORS, HARDWARE, ETC.) AND STORED AT ANOTHER LOCATION. MOVING IS TO BE DONE BY TH��,CONTRACTOR. 22. AT NO TIME SHOULD THE CONTRACTOR ALLOW THE DEMOLJ110N WORK OR STORAGE OF DEBRIS TO CAUSE INTERFERENCE NTH ANY REQUIRED MEANS OF EGRESS OR CAUSE A HAZARDOUS CONDITION. 23. MAINTAIN AT ALL TIMES THE EMERGENCY LIGHTING THROUGHOUT THE BUILDING DURING DEMOLITION WORK, AS WELL AS, RECONSTRUCTION WORK, PROVIDE ALL NECESSARY TEMPORARY LIGHTING, PARTITIONS, DUST COVERS, DROP CLOTHES, ETC. 24. CUT,CAP AND FLUSH .ALL ABANDONED STUBS AND PROVIDE REQUIRED PATCHING. PROVIDE ABANDONED OUTLETS WITH A BLANK COVER. COLO PAY R,54!bleps Az / A" DNA ARCHITECTS INC CHEMICAL SOILS TERMITE TREATMENT THE CHEMICAL BARRIER METHOD SHALL BE COMPLETED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE SECTIONS 104/1503/1816/2303. A CERTIFICATE OF COMPLIANCE MUST BE ISSUED TO THE BUILDING DEPARTMENT BY A LICENSED PEST CONTROL COMPANY BEFORE A CERTIFICATE OF OCCUPANCY WILL BE ISSUED. THE CERTIFICATE OF COMPLIANCE SHALL STATE: THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. THE TREATMENT IS IN ACCORDANCE WITH THE RULES AND LAWS OF THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. Norio) 0 l d/ . 415 3 BABCOCB ST MBLBOURNB n32901 3217279096 FAX 3217270610 AR0015738 THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCBITECT.INFRINGEMEENT3 DNA WILL BE PROSECUTED. Pmwh FIRST FLOOR INTERIOR BUILDOUT FOR AMSPEC mum CAPE CANVERAL FL CODE REVIEW DATE: 7.10.15 DRAWN BY: DN SCALE: 1/4"=1'--O" CHECKED BY: PROJECT NO.: SHEET OF ARCHITECTS SEAL: DRAWING NO. t o REV DATE DESCRIPTION BY I S KEY PLAN ' ' ' DNA ARCHITECTS INC. , 201-599 415 S HAHCOCK 9T 1 mouRNs n 92901 3217279098 FAX 8217270810 AR0015738 r 559 — o st THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY DNA OF THE ARCHITECT.INFRINGEUENT3 WILL BE PROSECUTED. �07� FIRST FLOOR ADJACENT TENANT INTERIOR BUILDOUT FOR AMSPEC �► CAPE CANVERAL FL EXISTING CONDITIONS DATE: 7.10.15 DRAWN BY: DN SCALE: 1/4"=1'-0" CHECKED BY: PROJECT NO.: SHEET OF ARCHITECTS SEAL: DRAWING NO. `01111111111' ctioRrDq �. �v'` C., Off` �� ••••Q►G R �•v� •• �✓� 'fie • 4V e G6? .s X1/11 REV DATE DESCRIPTION BY LOBBY COMMON EXISTING BATHROOM EXISTING BATHROOM FIXED WINDOW I I REMOVE EXISTING DOiOR AND FRAME AND REPLACE W/ 1-1/2" RATED DOOR FRAME AND HARDWARE W/ LEVER TYPE LOCKSET AND DOOR CLOSURE X W 11 170 PEOPLE , EXIT I I I EXIT FIXED WINDOW 1 � - - - - - - - - - _... . 2HR RATED WALL T-7 F. E. 0 o- 2— LAYERS OF' TYPE —X DRYWALL OVER EXISTING 1— HOUR RATED WALLS. EXTEND NEW DRYWALL FULL HT TO UNDERSIDE OF 2ND FIX5W BENCH DECK,TYPICAL FOR ENTIRE LENGTH OF WALL WORK BENCH -- --- — — — — --- — — — i EXISTING 2 HR RATED WALL 10 9-1009 201_511 J I. _R» ADJACENT TENANT I HOOD �lN EXISTING 2 HR WALL SPR' STAIR ENCLOSURE MAIN 2HR RATED WALL E ING A C OS a w PROJECT DATA CONSTRUCTION TYPE: IIB TRAVEL DISTANCE: 150'-0" OCCUPANCY : Hl- HAZARD " ► GROSS AREA: 2000SF�°�'�r°�Y OCCUPANT LOAD: 2000SF/ 200 SF PER PERSON = 10 PEOPLE LEVEL OF ALTERATION: 3 FIRE SPRINKLER SYSTEM: YES FIRE ALARM SYSTEM: YES APPLICABLE CODES: FLORIDA ACCESSIBLE CODE: 2012 FLORIDA BUILDING CODE: 2010 FLORIDA PLUMBING CODE: 2010 FLORIDA MECHANICAL CODE: 2010 FLORIDA FUEL GAS CODE: 2010 FLORIDA FIRE PREVENTION CODE: 2010 WITH REFERENCES 2009 NFPA-1 & 2009 NFPA 101 NFPA 1&101: 2010 NATIONAL ELECTRIC CODE: 2008 MINIMUM INTERIOR FINISH CLA��c�61,� SPRINKLERED00 ; p ••� °°o'• EXITS: B EXIT ACCESS: B> - OTHER SPACES: C � �' •°° �adl I N 60 KEY PLAN IST FLOOR DNA ARCHITECTS , INC. 415 9 BABCOCH sT i[EI.BOURNB FL 92901 5217279096 FAX 3217270810 AR0015738 THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECf,INFRINGEMENT3 DNA WILL BE PROSECUTED. FIRST FLOOR INTERIOR BUILDOUT FOR AMSPEC mwm CAPE CANVERAL FL LIFE SAFETY PLAN DATE: 7.10.15 DRAWN BY: DN SCALE: 1/410_10_099 CHECKED BY: PROJECT NO.: SHEET OF ARCHITECTS SEAL: DRAWING NO. --F--CNT.ff--RV DOORS PER CLIENT REV DATE DESCRIPTION BY LOBBY COMMON EXISTING BATHROOM EXISTING BATHROOM 2- LAYERS OF TYPE -X DRYWALL OVER EXISTING i- HOUR RATED WALLS. EXTEND NEW DRYWALL FULL HT TO UNDERSIDE OF 2ND FLOOR DECK,TYPICAL FOR ENTIRE LENGTH OF WALL © REMOVE EXISTING DOOR AND FRAME AND REPLACE W/ 1-1/2" RATED DOOR FRAME AND HARDWARE W/ LEVER TYPE LOCKSET AND DOOR CLOSURE FIXED WINDOW OFFICE CUT NEW OPENG IN FIREWALL FOR NEW SECOND MEANS OF EGREE SEE DOOR SCHEDULE FOR INFORMATION FIXED WINDOW EXISTING 2 HR WALL STAIR ENCLOSURE - RELOCATED WORK CUBICLES FLOOR SINK 2HR RATED WALL 3 FAUCET ABV W/ SHOWER 3 -- -- -- -- - - --- ICE F.E. 1349_AMACHI L 1 a- _ A,p LAB/TES'PING 3 2HR RATED WALL ENGINE10 IIWG --�, K © A c 09 ENGINE RM E ENG 1 � � a � w WORK RETAIN F.E. WORK BENCH HOOD FLAMMABLE O' CABINET ---- - ------ --- --- - - i EXISTING 2 HR RATED WALL 10 0-10to 209-500 i C1�f -All ADJACENT TENANT 0 w N KEY PLAN REMOVE EXISTING CARPETING AND INSTALL VCT FLOORING THRU—OUT SPACE DNA ARCHITECTS , INC. 415 9 BABCOCK ST l[BLHOURNB n 82901 8217279094 FAX 9217270810 AR0015738 THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECTANFRINGEMENT3 DNA WILL BE PROSECUTED. Pw'w" FIRST FLOOR INTERIOR BUILDOUT FOR AMSPEC mwm CAPE CANVERAL FL NEW FLOOR PLAN DATE: 1.10.15 DRAWN BY: DN SCALE: 1/4,"=V-0" CHECKED BY: PROJECT NO.: SHEET OF ARCHITECTS SEAL: DRAWING NO. vv�v� LO O 13.0. 5 ADDED ROV-10MES REV DATE DESCRIPTION BY offw 27 9_ w WORK BENCH 3 2HR RATED WALL ENGINE10 IIWG --�, K © A c 09 ENGINE RM E ENG 1 � � a � w WORK RETAIN F.E. WORK BENCH HOOD FLAMMABLE O' CABINET ---- - ------ --- --- - - i EXISTING 2 HR RATED WALL 10 0-10to 209-500 i C1�f -All ADJACENT TENANT 0 w N KEY PLAN REMOVE EXISTING CARPETING AND INSTALL VCT FLOORING THRU—OUT SPACE DNA ARCHITECTS , INC. 415 9 BABCOCK ST l[BLHOURNB n 82901 8217279094 FAX 9217270810 AR0015738 THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECTANFRINGEMENT3 DNA WILL BE PROSECUTED. Pw'w" FIRST FLOOR INTERIOR BUILDOUT FOR AMSPEC mwm CAPE CANVERAL FL NEW FLOOR PLAN DATE: 1.10.15 DRAWN BY: DN SCALE: 1/4,"=V-0" CHECKED BY: PROJECT NO.: SHEET OF ARCHITECTS SEAL: DRAWING NO. vv�v� LO O 13.0. 5 ADDED ROV-10MES REV DATE DESCRIPTION BY FIXED WINDOW FL i I 1 ! L_ ---- I I y FIXED WINDOW I 1 I I --f--4.29. I 1 ! 6 REMOVED ALL AND DOOR REV DATE DESCRIPTION BY SPRINKLER CAIN 0 AS IFY REQU EXISTING RED CE OR NEW LING FIRE TILE R D TED VALL5 RID ! 1 1 I E III�iG A C OS 2 HR TED WALL Ll - - - - - - I I I 1 i I I I I ! I a w I I I I �� ...� - - - - - - - - - - - - - ----------------- •� - EXISTING 2 HR RATED WALL I s » 55 I DNA ARCHITECTS , INC. 415 3 BABCOCK ST MBI.BOURNB FL 32901 3217279098 FAX 3217270810 AR0015738 THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECTANFRHVGEIIENTS DNA BILL BE PROSECUTED. Pm" FIRST FLOOR INTERIOR BUILDOUT FOR AMSPEC mm CAPE CANVERAL FL REFLECTIVE CEILING PLAN DATE: 7.10.15 . DRAWN BY: DN SCALE: 1/4"=11-0" CHECKED BY: PROJECT NO.: SHEET OF ARCHITECTS SEAL: DRAWING NO. I - --f--4.29. 6 REMOVED ALL AND DOOR REV DATE DESCRIPTION BY ACCOUSTICAL TILE CEILING SOUND A' S1 LOBBY SPACE FIRE SEALANT 2ND FLOOR DECK DECK a2 HOUR RATED WALL AT COMMON LOBBY/CORRIDOR PARTITION TYPES NTS 0 EXISTING CEILING GRID AND TILE TO REMAIN EXCEPT AT FIRE RATED WALLS PATCH CEILING AS REQUIRED AT FIRE RATED WALLS CEILING, SEE REFLECTIVE CLG PLAN ONE LAYER 5/8" GYP BRD ON BOTH SIDES OF 3 5/8" METAL STUDS 0 2'-0" OC SOUN BATT D ATTENTUATION S GA FILE I10. WP 1522 GYPSUM WALLBOARD, METAL STUDS Base layer 5/8" type X gyp urn wallboard or veneer base applied parallel or at right " angles to each side of 3 5�8 metal studs 24 o.c. with 1 Type S drywall screws 24 o.c. Face layer 5/8" type X g sum"wallboard or veneer base Applied parallel or at right angles to each side with 1 5/8 Type S drywall screws 12 o.c. Joints stagg(ed 24" each loyer and side. Sound tested with 3 1/2" glass fiber friction fit in stud space. NLB) Thickness: 6 1/8" Limiting Height: Refer to (Note Approx. Weight: 12 psf Fire Test: NMI -495-0236, 1-30-80 Sound Test: 01-218-1, 6-11-80 NOTE: 25 GA STUDS UP TO 13'-8": 20 GA STUDS OVER 13'-8" TO 18'-6". GREATER HEIGHTS REQUIRE A 16" STUD SPACING. 0 2 HOUR RATED WALL 1. EXTEND ALL PARTITIONS TO UNDERSIDE OF CONSTRUCTION ABOVE UON. 2. STAGGER ALL DRYWALL JOINTS. 3. S.T.C. RATED PARTITIONS TO HAVE SOUND ATTENUATION BLANKETS, SEAL PERIMETER OF PARTITION NTH ACOUSTICAL SEALANT. 4. SEAL AROUND ALL DUCTS, PIPES, ETC. PENETRATIONS THROUGH SOUND RATED PARTITIONS WITH CONTINUOUS ACOUSTICAL SEALANT AND SOUND ATTENUATION BLANKETS 5. GYPSUM BOARD IN WET AREAS SHALL BE DENSSHIELD TILE BACKER. 6. GYPSUM BOARD AT ALL FIRE RATED PARTITIONS SHALL BE FIRE CORE GYPSUM COMPLYING WITH THE SPECIFIED RATED ASSEMBLY. 7. PROVIDE SHEET METAL PLATE REINFORCING IN WALLS FOR SUPPORT OF ALL WALL HUNG RAILING BRACKETS, FIXTURES, DOOR STOPS, AND OTHER ACCESSORIES. NOTE: THE FIRE WALL ABOVE THE CEILING SHALL BE IDENTIFIED ; "F FIRE AND SMOKE HARRIER—PROTECT ALL OPENINGS" PER FBC-713.6 eee�i ®o O••.0�.fiRO•5%..� iso o-� F.m. • O F,,,. '. you: • (3.I w" .. I fro I --I, % rc;aiuv& Z it g's �a� ,e,4rj* Cr �E'✓�sJmry 5 ea OGs6GN /ICU • � l/ +-rr4cNAtejvrs vc. a 6 3 DNA ARaMCTS ; iN . 415 S BABCOCH ST MR ouRNB FL 92901 5217279096 FAX 9217270810 ARM15738 THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT.20MGEMENTS DNA WILL BE PROSECUTED. FIRST FLOOR INTERIOR BUILDOUT FOR AMSPEC �• CAPE CANVERAL FL PARTITION/DOOR SCHEDULE DATE: 7.10.15 DRAWN BY: DN SCALE: NTS CHECKED BY: PROJECT NO.: SHEET OF ARCHITECTS SEAL: DRAWING NO. Ei 7m SYSTEM NO. W—L-3015 AUGUST 06, 2003 F RATING — 1 AND 2 HR (SEE ITEM 3) T RATINGS — 0, 3/4 AND 2 HR (SEE REM 2) L RATING AT AMBIENT — LESS THAN 1 CFM PER SQ FT. (SEE ITEM 3) L RATING AT 400 F — LESS THAN 1 CFM PER SQ FT. (SEE ITEM 3) GALL ASSEMBLY —THE 1 OR 2 HR FIRE RATED GYPSUM BQAfiO/5'TUD WALL ASSEMBLY %ALL BE NSTRt1CTE0 OF THE MATERIALS AND iN THE MANNER DESCR IN THE INDIVIDUAL U300 OR U400 SERIES WALL OR PARTITION DESIGNS IN THE UL FIRE RESISTANCE DIRECTORY AND SHALL INCLUDE THE FOLLOWING CONSTRUCTION FEATURES: A"a- — WALL FRAMING MAY CONSIST OF EITHER WOOD STUDS OR STEEL. CHANNEL STUDS. WOOD STUDS ST OF NOM 2 BY 4 IN. LUMBER SPACED 16 IN. OC WITH NOM 2 BY 4 IN. LUMBER END PLATES AND CROSS BRACES. STEEL STUDS TO BE MIN 3-5/8 IN. WIDE BY 1-3/8 IN. DEEP CHANNELS SPACED MAX 24 IN. OC. M BOARD' —NOM 5/8 IN. THICK, 4 FT. WiDE Willi SQUARE OR TAPERED EDGES. THE GYPSUM BOARD TYPE, NUMBER OF fJ1YER3 AND SHEET ORIENTATiON SHALL BE AS SPECIFIED IN THE INDIVIDUAL WALL AND PARTITION DESIGN. MAX DIAM OF OPENINGS CUT IN GYPSUM BOARD IS 2 IN. ERS — WHEN WOOD STUD FRAMING IS EMPLOYED, GYPSUM BOARD ATTACHED TO STUDS WiTH COATED NAILS AS SPECIFIED IN THE INDIVIDUAL WALL OR PARTITION DESIGN. WHEN STEEL CHANNEL STUD FRAMING IS EMPLOYED, GYPSUM BOARD ATTACHED TO STUDS WITH TYPE S SELF—DRILLING, SELF—TAPPING BUGLE—HEAD STEEL SCREWS AS SPECIFIED IN THE INDMOUAL WALL OR PARTITION DESIGN. DIAM OF CIRCULAR THROUGH OPENING CUT THROUGH GYPSUM BOARD ON EACH SIDE OF WALL ASSEMBLY TO BE MIN 1/4 IN. TO MAX 11/18 IN. LARGER THAN DIAM OF THROUGH PENETRATING PRODUCT (REM 2) _ fASTALLED IN THROUGH OPENING SIDE EDGE OF CIRCULAR OPENING TO BE MIN 3 IN. FROM NEAREST STUD �q WALL CAVITY. THROUGH PENETRATING PRODUCT+ — MAX ONE ARMORED CABLE OR METH.ICLAD CABLE TO BE INSTALLED NEAR CENTER OF CIRCULAR OPENING IN GYPSUM BOARD. THROUGH PENETRATING PRODUCT TO BE RiGiDLY SUPPORTED ON BOTH SIDES OF WALL ASSEMBLY. THE FOLLOWING TYPES OF THROUGH—PENETRATING PRODUCTS MAY BE USED: A. MAX FOUR COPPER CONDUCTORS NO. 2/0 AWO (OR SMALLER) ALUMINUM OR STEEL ARMORED CABLEJ OR METAL—CLAD CABLE+. AFC CABLE SYSTEiAS INC. WHEN INSTALLED IN 1 MIR FIRE RATED WALL ASSEMBLY. RATING IS 0 HR. WHEN INSTALLED IN 2 HR FIRE RATED WALL ASSEMBLY, T RATING IS 3/4 HR WHEN ARMORED CABLE, METAL—CLAD CABLE OR POWER LIMITED CIRCUIT CABLES ARE USED. THE T RATING IS 2 HR WHEN NON POWER LIMITED FIRE ALARM CABLE IS USED. FILL, VOID OR CAVITY MATERIAL* — CAULK — CAULK FILL MATERIAL FORCED INTO ANNULAR SPACE AROUND ENTIRE CIRCUMFERENCE OF THROUGH PENETRATING PRODUCT TO COMPLETELY FILL OPENING IN GYPSUM BOARD ON EACH SIDE OF THE WALL ASSEMBLY. A MIN 5/8 IN. THICKNESS OF CAM IS REQUIRED FOR THE 1 HR F RATING. A MIN 1-1/4 IN. THICKNESS OF CAULK IS REQUIRED 'FOR THE 2 HR F RATING. 3M COMPANY — CP 25WB+. *BEARING THE UL CLASSIFICATION MARK MC CABLE PENETRATION OF FIREWALL UL SYSTEM NO. W -L-301 5 NTS OWALL ASSEMBLY — THE 1, 2, 3 OR 4 HOUR IFIRE—RATED GYPSUM WALLBOARD/STUD WALL ASSEMBLY SHALL BE CONSTRUCTED OF THE MATERIALS AND IN THE MANNER DESCRIBED IIN THE INDIVIDUAL U300 OR U400 SERIES WALL OR PARTITION DESIGNS IN THE UL RESISTANCE DIRECTORY. OCONDUIT — NOM 4" DIAMETER OR SMALLER STEEL ELECTRICAL METALLIC TUBING. A MAX OF ONE CONDUIT IS PERMITTED IN THE FIRESTOP SYSTEM. CONDUIT TO BE INSTALLED NEAR CENTER OF STUD CAViITY WIDTH AND TO BE ORIGIDLY SUPPORTED ON BOTH SIDES OF THE WALL ASSEMBLY. FILL VOID OR CAM MATERIAL — CAULK FILL MATERIAL BEARING THE UL CLASSIFICATION KING INSTALLED TO COMPLETELY FILL ANNULAR SPACE BETWEEN PPE OR CONDUIT AND GYPSUM WALLBOARD AND WITH A MiNIMUM DIAMETER (PER MANUFACTURER) BEAD OF CAULK APPLIED TO THE PERIMETEI4 OF CONDUIT AT IT'S EGRESS FROM THE WALL. CAULK INSTALLED SYMMETRICALLY ON BOTH SIDES OF WALL ASSEMBLY. THE HOURLY "F" RATING OF THE FIRESTOP SYSTEM IS DEPENDENT UPON THE HOURLY FIREIRATING OF THE WALL ASSEMBLY IN WHICH IT IS INSTALLED, AS TAB(1LATED BELOW; MAX COND ANNULAR SPACE F RATING, HR T RATING, HR DIA. IN. IN. 1 0 TO 3/16 1 OR 2 0, 1 OR 2 1 1/4 TO 1/2 3 OR 4 3 OR 4 4 0 TO 1 1/2 1 OR 2 0 6 1/4 TO 1/2 3 OR 4 0 12 3/16 TO 3/8 1 OR 2 0 CONDUIT PENETRATION OF FIREWALL U L SYSTE M N 0. W -L-100 1 NTS UL SYSTEM NO. HW -D-0020 1&2—HR WALL HEAD ASSEMBLY SECTION A- 11. Floor Assembly-- The fire rote fluted steel deck/cocrete floor assembly shall be constructed of the mater'iais and in the manner described in the individual Floor—Ceiling Design in the UL Fire Resistance Directory and shall include the following construction features: A Steel Floor And Form Units*-- Max. in. deep galy. steel fluted units. B. Concrete --Min. 2-1/2 in. thick reinforced concrete, as measured from the top plane of the units. 2• Wall Assembly-- The 1 or 2 hr. fire rated gypsum wallboard/steel stud wall assembly shall be constructed of the materials and the manner described in the individual U400—Series Wall or Partition Design in the UL fire Resistance Directory and shall include the following construction features: A. Steel Floor And Ceiling Runners --Floor and ceiling runners of wall assembly shall consist of gale. steel channels sized to accommodate steel stud (Item 28). Ceiling runner to be provided with 3 in. flanges. Ceiling runner installed within the U—shape deflection channel (Item 3A) with 1 in. gap maintained between the top of ceiling runner and top of deflection plate. S. Studs --Steel studs to be min. 3-1/2 in. wide Studs cut 1/2 to 3/4 in. teas in lenght than assembly height with bottom nesting in and resting on floor runner and with top nesting in ceiling runner without attachment. stud spacing not to exceed 24 in. OC. C. Wallboard, Gypsum* --Wallboard sheets installed to a min. total thickness of 5/8 in. and 1-1/4 in. on each side of wall for 1 and 2 hr. rated assemblies. respectively. Wall and partition Design in the UL Fire Resistance Directory, except that a nom 1 in. gap shall be maintained between the top of the wallboard and the bottom of the steel floor units and the top row of screws shall be installed into the stud 3-1/2 in. bellow the lower surface the floor. the hourly fire rating of the joint system is equal to the hourly fire rating of the wall. 3. Joint System --Max separation between bottom of floor and top of wall is 1 in. The joint system is designed to accommodate a max 18.75 percent compression or extension from its installed width. The joint system consists of a deflection channel, forming material and a fill material, as follow: A. Deflection Channel-- A nom 3-5/8 in. deep min. 24 ga. steel U—shaped channel. Deflection channel secured to valleys of steel floor units (Item IA) with steel fasteners or by welds spaced max. 24 in. OC. the ceiling runner (Item 2A) is installed within the deflection channel to maintain a1 in. gap between the top of the ceiling runner and the top of the deflection channel. The ceiling runner is not fastened to the deflection channel. B. Forming Material* --Min. 4 in thickness of min. 8 pcf density mineral wool batt insulation cut to the shape of the fluted deck, approx. 20 percent larger than the area of the flutes and compressed into flutes of steel floor units between the top of the deflection channel and the steel deck. Additional pieces of min. 8 pcf mineral wool batt insulation are to be cut to the contour of the flutes with on additional 1-3/8 in. high section at the bottom of the shapes to fill the 1 in. gap between the top of the wallboard and bottom of steel floor units. The additional pieces of mineral wool are compressed and firmly packed into the flutes and the gap between the top of the wallboard and bottom of the steel floor units on both aides of the wall and shall be a min. 3/4 in. thick for 1 hr. Rated Design and a min. 1-1/2 in. thick for 2 hr. Rated Design. Flbrex Insulation, Inc.--FB7t Safing insulation Owens Corning HT Inc.. Div. of Owens Coming-- Sofing Insulation/MW Thermalfiber L L C --Type SAF C. Fill, Void or Cavity Material*-- Min. 1/16 in., (dry, 1/8 in. wet) thickness or fill material sprayed or brushed on each side of the wall in the flutes of the steel floor units and between the top of the wallboard and the bottom of the steel floor units to completely cover mineral wool and overlap a min. of 1/2 in. onto wallboard and steel deck on both sides of wall. Minnesota Mining & Mfg. Co.--Firedom Spray UL SYSTEM NO. W -L-1084 F Rating — 1 HR. T Rating — 0 HR. UL SYM WL1094 3M Fire Protection Products This material was extracted by 3M Fire Protection Products from the 1997 edition of the UL Fire Resistance Directory. 357 System No. W—L-1084 F Rating -1 Hr T Rating -0 Hr 1. Wall Assembly—The fire rated gypsum wallboard/stud wall assembly shall be constructed of the materials and in the manner specified in the individual U300 or 0400 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include the following construction features: A. Studs—Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 by 4 in. lumber spaced 16 in. OC. Steel studs to be min 3-5/8 in. wide and spaced max 24 in. OC. B. Wallboard Gypsum*—Nom 5/8 in. thick gypsum wallboard, as specified in the individual Wall and Partition Design. Diam of opening is 1-1/2 in. larger than the outside diam of pipe. 2. Through—Penetrant—One metallic pipe, conduit or tubing to be centered within the firestop system. An annular space of 3/4 in. is required within the firestop system. Pipe, conduit or tubing to be rigidly supported on both sides of wall assembly. The following types and sizes of metallic pipes, conduits or tubing may be used: A. Steel Pipe—Nom 12 in. diam (or smaller) Schedule 10 (or heavier) steel pipe. B. Conduit—Nom 6 in. diam (or smaller) electrical metallic tubing or steel conduit. C. Copper Tubing—Nom 6 in. diam (or smaller) Type L (or heavier) copper tubing. D. Copper Pipe—Nom 6 in. diam (orsmaller) Regular (or heavier) copper pipe. 3. Fill, Void or Cavity Material* —Sealant—Min 5/8 in, thickness of fill material applied within annulus, flush with both surfaces of wall assembly. Minnesota Mining & Mfg. Co.—FB-2000+ *Bearing the UL Classification Marking UL SYSTEM NO. W -L-1084 F Rating — 1 HR. T Rating — 0 HR. UL SYSTEM WL1084 3M Fire Protection Products This material was extracted by 3M Fire Protection Products from the 1997 edition of the UL Fire Resistance Directory. 357 System No. W—L-1084 F Rating -1 Hr T Rating -0 Hr 1. Wall Assembly—The fire rated gypsum wallboard/stud wall assembly shall be constructed of the materials and in the manner specified in the individual U300 or U400 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include the following construction features: A. Studs—Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 by 4 in. lumber spaced 16 in. OC. Steel studs to be min 3-5/8 in. wide and spaced max 24 in. OC. B. Wallboard Gypsum'—Nom 5/8 in. thick gypsum wallboard, as specified in the individual Wall and Partition Design, Diam of opening is 1-1/2 in. larger than the outside diam of pipe. 2. Through—Penetrant—One metallic pipe, conduit or tubing to be centered within the firestop system. An annular space of 3/4 in. is required within the firestop system. Pipe, conduit or tubing to be rigidly supported on both sides of wall assembly. The following types and sizes of metallic pipes, conduits or tubing may be used: A. Steel Pipe—Nom 12 in. diam (or smaller) Schedule 10 (or heavier) steel pipe, B. Conduit—Nom 6 in. diam (or smaller) electrical metallic tubing or steel conduit. C. Copper Tubing—Nom 6 in. diam (or smaller) Type L (or heavier) copper tubing. D. Copper Pipe—Nom 6 in, diam (or smaller) Regular (or heovier) copper pipe. 3. Fill, Void or Cavity Material*—Sealant—Min 5/8 in. thickness of fill material applied within annulus, flush with both surfaces of wall assembly. Minnesota Mining & Mfg. Co.—FB-2000+ *Bearing the UL Classification Marking DNA ARCHITECTS , INC. 415 S BABCOCK ST 1[BLBOURNB n 32901 5217279098 FAX 9217270810 AR0015738 THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT.INERINGEMENTS DNA WILL BE PROSECUTED. �0J�7et FIRST FLOOR INTERIOR BUILDOUT FOR AMSPEC •• CAPE CANVERAL FL FIRE ASSEMBLY DETAILS DATE: 7.10.15 DRAWN BY: DN SCALE: 1/,4"=1•-0" CHECKED BY: PROJECT NO.: SHEET OF ARCHITECTS SEAL: DRAWING NO. 0 3 0b do o Q • °m' '4W VAd 1,,s��� •••' vw REV DATE DESCRIPTION BY 0 00 Ill •'• �. I' 'fiil bides FLOOR — CEILING ASSEMBLIES (MATH SPRAY APPLIED FIRE RESISTIVE MATERIALS Restrained Assembly Rating Protection Material Concrete Minimum Minimum Joist Size Thickness Type (in.) Maximum Joist Spacing Minimum Primary Support Member UL Design Number NS 2.8 0769 LW, NW pyTg 10KI 2.5 1 I 2.5 NL We x 28 0786 N 3.25 LW 0782 10K1* 2.5 3.5 LW D925. NW 16K8' NS LW, NW 42 20G@260if WBx28 G701 1 Hr. SAFRM 16K8 3.0 3.78 LW S N9 G702 NW 16Kee 2.5 LW, NW 42 NS 0703 16K8 3.0 3.73 LW 6 NS 0708 NW 16Ke 2520G@20pV 42 We x 28 6708 LW, NW 42 Wxff, 0708 16K6* 2,S 42 269@20plf VMX24 0801 12K13.0 3.75 L W 50.5 NS G802 NW NS 2.5 0789 LW, NW OKi 2,5 D778 NL WB x 28 101<1 2.5 D790 NS 3.23 yy 0782 10K1* 8'0 4.0 D928 NW 16KBe 2.5 LW, NW42 20G@2 Will x 28 0701 1112 Hr. SAFRM 16K8 3.5 4.5 LW $0•5 NS 3702 NW 16Kee 2.5 LW, NW 42 NS 0703 16KO 3.5 45 L NW 50.5 NS GTOB 16Kse 2.5 42 20G er(�Oplf W8 x 28 0708 LW. NW NS 2.3 42 WB x 28 G709 16Ke 2.842 20Gt 20plf 'WB x 24 G8o1 12K5 3.5 4.S LW 50,b NS G802 NW 157 2013 FIRE RESISTANCE DIRECTORY - ISOLATEK FIRE41ESiSTANCH RATINGS - ANS!!UL 263 (BXUV) 31 headers wider than 18 in., each side joint of the steel floorunits shalt be welded with a I In, long weld near the trench header centerline, For QG-GKX-24 or -30 cellular floor units only, a separate KED -PTS (UL Listed) power transition sleeve is secured to power compartment with one rivet or screw, The use of trench header requires additional protection underneath the trench header; Spray -Applied Fire Resistive Materials thickness shall be increased as shown on the following table: Restrained 81 Min Thkns of Spray Applied Fire Rcslsave Mil Mtn Thins of Uriresirafned on Crests Assembly Jn, dr on Valley & Spray Applied Rail n Hr Flat Plate • Fire Resistive 2 and 1.1/2 1-3/4 1-5/8 MB an Metal Lath•• 3 — 1.3/4 2-1/4 `Steel studs with discs (Item 10) must be applied to flat plates of cellular units. "Spray -Applied Fire Resistive Materials applied to metal lath stem 11), Thickness measured to bottom plane of metal lath and to extend a min of 4 in. beyond the teach areas 9A. Trench Header— With an intermittent bottom (as an alternate to Item 9) when Walker's Type WDR cellular units are used -(Bearing The UL Listing Mark) -The allowable superimposed load for spans with an intermittent bottom trench header shall be based on non- composi(e design. The intermittent bottom trench header, with a maximum width of 36 in, consists of horizontal closurers. plates, (min No. 16 MSG) with 4 threaded studs pre -welded on the top side of each plate near its corneThe plates are to be placed over the fluted areas of the floor units and aflrxed to the floor units by welds at each comer. Concrete is to be vibrated into the voids formed by the plates and the fluted areas of the units beneath the trench header. The upper side rat! Is extended aluminum attached to the lower steel side rail clip with an adjusting strew The lower side rail positioned over the edge of the horizontal closure plates snapped on the pre -welded threaded studs on top of the plates. Spray -Applied Fire Resistive Materials thickness shall be increased to 1-3/41n. in crests and 1-5/81n. on valleys and flat plates for the 1 and 1.1/2 h ratings, Steel studs with discs {item 10) must be applied to flat plates of cellular units. 10. tecl Studs With Discs — Not Shown) --- For use on cellular steel floor and form units under the trench headers. The stud consists of No. 12 SWG steel wire, 1-1/4 In. tong with one end welded to 1-1 /2 in. diam, No. 28 MSG galvanized steel disc. The total num- ber of studs shall average at least one stud per 250 sq in. The ends of the studs opposite the discs shall be welded to the cellular units In rows parallel with the trench header.'ltie distance between the outer rows of the studs and the edge of the trench header shag not exceed 8-1/2 In. The spacing between the rows shall not exceed 9-1/2 in. The spacing between studs In each row shall not exceed 12 in. 11, Metal Lath-- (Not shown) — For use on fluted and cellular steel floor and form units under the trench -headers and/or on cellular units when Type 400 is used — 3/8 in. diamond, expanded steel weighing 3.4 lb per sqq yyd, secured to the underside of the trench - header. The width of the lath shall extend a min of 1-1/2 In, on either side of the trene eader. The lath is to be placed with the ribs upward and secured with S-12 by 3/8 in. long panhead, self -drilling, self -tapping steel screws spaced max 121n. O.C. Steel j screws to be fitted with 1/2 in. diam steel washers 12. Electrical Inserts— Vat Shown) — Preset and after set electrical inserts Classified as Outlet Boxes and Fittings CIassified for Fire Resistance•. Unless s etafied otherwise for a particular preset electrical insert type, the spacing of the preset electrical Inserts shall be not less than 24 in. O.C. along cellular steel floor units with not more than one preset electrical insert in each 8 sq R of floor area. The required thickness of spray-appiled resistive material on the steel floor units with inserts shall cover the entire length and width of the units between supports and shall extend beyond the edge of inserts onto adjacent flocs units for a min horizontal width of 12 In. Tn floor spans (between supports) containing electrical inserts, the entire floor span (fluted and cellular steel floor units) must be sprayed w tai h ah min of i/2 in thickness of spray -applied resistive materials. IA (Tapmate 1I, II -EA, 34N, [1 EAFN: Series KEB) Installed per accompanying Installation instructions over factory -punched holes In QL-AKX or QL-WKX floor units. Inserts are used in the pre -active, active or abandoned condition, Required spray -applied resistive material thicknesses on floor units with inserts are: AssemblyRslFloor Unit Type ConaeleType Mtn nkns Rating Hr Irh, 2(Tappmate IT, II -EA) 2 QL•AKX, -WKX NW 7/8 2 lQL NK LW 1.1/16 2 (Tapmate 114 or JIFN)-EALW 15/18 2 QL-AKX, -WKX NW 7/15 QL AKX, -WKX W 3/4 The Tapmate II -FN insert may use KEM-Hp-1 (Tapmate 11-FAFN out}et box fittings in iter of the KEB-PC flush cover fittings -FCI: Series K®) Installed per accompanying installation instructions over Factory -punched holes in QL-WKX floor units. Inserts are used in the pre - active, active, or abandoned condition. Required spray -applied resistive material thickness on floor units with inserts are: � Restrained Floor Unit a Asseunbly lyP ConeseteType MinThtttn i?atingw Ir,, QEWKX NW 7/16 For abandonment, see installation instructions. (Tapmate Ill -FN, M-EAFN; Series KEG') installed per accompanying installation instructions over factory -punched holes in QL-AKD or QL-WKD floor units. Inserts are used in the pre -active, active, or abandoned condition. Required spray -applied resistive material mixture thicknesses on floor units with inserts are: i Restrained 17traUnit e Assembly lyp Concrete Type Min Thkns Rating Hr In. 2 (Tapmate III -FN or III-EAFM 2 QL-AKD, WKD NW 1/2 QI`AKD'WKD LW 13/!8 (Tapmate III-EAIN-FCI) 2013 FIRE, RESISTANCE DIRECTORY - ISOLATEK FIRE -RESISTANCE RATINGS - ANSUUl. 263 (BXUVq 29 Design No. D759 Restrained Assembly Rating—1,1-1/2, 2 and 3 Hr, (See Items 2. 1, 7A, 9, 9A and 12). Unrestrained Assembly Rating—1,1-1/2, 2 and 3 Hr. (See Items 2, 7, TA, 9, 9A and 12). Unrestrained Beam Rating 1,1-U2, 2, 3 Hr. (See Item 7 and 7A), Load Restricted for Canadian Applications — See Guide BXW7 1. Steel Beam— W8x28 steel beam min size, IA. Steel Joist •— (Not Shown) Composite or noncomposite min 12k5 or min depth and weight shall be 12 In. and 7.1 Ib/ft respectively. May be uncoated or provided with a shop coat of paint. Designed per SJ.L spetaftcations for a max design stress of 30, 000 psi (30 ksi). Welded or bolted to end supporis. Top chords shall consist of two angles measuring 1.1/2 by 1-1/2 by 0.158 in. think. Bottom chord shall consist of two round bars measuring 0.675 In. in diam. or two angles measuring 1 by l by 0.125 in. thick. The second web member at each end shall consist of a 0.654 in, diem round bar, All remaining web members, Including the end web'members, shall consist of 0.774 in, diam round bars. Bridging er S.J.I. specifications is required when noncomposite Joists are used. 2. Steel Floor And Form Units' — 1-1/2, 2 or 3 in. deep gals units. Min gauges are 22 MSG for the fluted and 20/20 MSG for the cellular units. The units may be blended alternating one cellular unit to one or more fluted units. ASC STEEL DECK, DIV OF ASC PROPILES INC —24 through 36 in. wide, Types B Hl -Foto, BF Hi -Form, BMOD Hl -Form, BR Hi -Form, BR MOD Hi -Form, N Hi -Form, NF HI -Form, 2W Hi-Fotm, 2WF M -Form, 3W M -Form, 3WF HI -Form, B, BE BR, BR MOD, B MOD, N. N32, NF, 2W, 2WF, 3W, 3WF, DGB, DGBF, DGN, OCN32, DG2W DG2WF, DG3W, DGM DGB Hi -Form, DGBF Hl -Form, DGN M -Form, DGN32 HI -Form, DGN? Hl -Form, DG2W H1 -Form, DC2WF HI -Form, DG3W Hl -Form, and DG3WF HI -Form; 24 or 30 In, wide Types ASC2, ASC3. All emits may be galvanized or Prime Shield. CANAM STEEL CORP— 311 in. wide Type 3623, P-3606, and P-3615 composite; 24 In wide Type P-2432 composite; 36 in. wide Type P-3606 and P-3615 noncomposite; 24 In. wide T P-2438, P-2404, P-2403, and P-2438 noncomposite C —24 in. wide Type QG3, and 24 or 36 In, wide Types 2"-QL-99 and 3" -QLr99 fluted units; 24 In. wide Types QL-NKX, QL-UKX, QL-GIOW and QL-TKX, and 24 or 30 tn. wide Types QL-AKX QL-AKD, QL-WKD, and QL-WKX cellu- lar units. CHIA TEH CONSTRUCTION MATERIAL CO LTD —24 or 36 in. wide Mac -Lok 1,24 in. wile CFD -3. CANAM STEEL CORP —24 in. wide Types LFIS and NL, 24, 30 or 36 In. wide Type BL, 24 or 36 In. wide Types LF2 and LF3 fluted units: 24 in. wide Types AWC2, AWC3, LFCI5, and NLC, 24, 30 or 36 In. wide Type BW, and 24 or 30 in. wide Types LFC2 or LFC3 cellular units, Types BL, LF2, LF3, and NL units may be phos, CONSOLIDATED SYSTEMS INC ---24 in. wide Type CFD -I,5, CFO-? or -3: 24 or 36 in. wide Mack -Loc 2 or 3 fluted units; 12 in. wide Mac -Way 2-533 MTWA or 3-633 MTWA. Adjacent fluted and cellular units welded or screwed together 30 in. O.C. along side joints. Screws shall be 3/4 in. long. No. 14 self -tapping and self -drilling steel screws. DECK WEST INC —36 in. wide Type 2 -DW, 3 -DW, B -DW or BA -DW fluted units. DESIGN ASSISTANCE CONSTRUCTION SYSTEMS INC —36 in, wide Type DACSI.5CD, or 24 in. wide Type DACS2.0CD, or DACS3.00D. EPIC Mi3TALS CORP —241n. wide Types EC150, EC366; 36 in. wide Type EC266 fluted units: 24 In. wide Types EPC2, EPC3, ECP150, ECP366, 301n. wide Type EC8150; 36 in, wide Type ECP266 cellular units, GENS METALS INC --24 or 36 in. wide Types LF2, LF3. NEW MILLENNIUM BUILDING SYSTEMS L L C — Type 1.5CD, 1.5CD1, 2.0CD, or 3.00D, Units may be phos/painted or galvanized.' MORIN CORP —24, 30 or 36 in. wide, Type LXR-B; 24 or 38 In. wide 'hype 1XR-3W; 36 in. wide Type LXR-ZW. VERCO DECKING INC - A NUCOR CO — 24.30 or 36 In. wide Types TLB, S. BR; 24 or 36 in. wide Types PLW2, W2, PLW3. W3; 24 In, wide Types PLN, N. Units may be phos/ptd. VULCRAFT, DIV OF NUCOR CORP —36 In. wide Types 1.5 VL, 1.5 VU and 24 or 36 In. wide Types 2 VLI, 3 VLI fluted units; 36 in, wide Type 1,5VLP, and 24'or 36 in. wide Types 2 VLP, 3 VLP cellular units. Types 1.5VL,1.5VLI, 2VU, 3VL1 U11,113 may a phos/ _pfd. WIRE -MOLD CO — 24 In. wide Types WDR2, WDR3. Spacing of welds attaching units to supports shall be 12 In. OC max unless specified otherwise, adjacent units button -punched or welded together at side joints and unless specitled otherwise for specific unit types, spacing of all side Joint fastening systems shall not exceed 36 in. OC, 3. Joint Cover— (Not Shown) — Burlap tape applied witty a bituminous adheslve, 4. Shear Connector Studs — Optional — (Not Shown) — Studs, 3/4 in. diam, by 3 in. long for 1-1/21n. deep form units to 5-1/4 in deep for 3 in, units, headed type or equivalent per RISC specifications. Welded to top beam flange through steel form units. 5. Welded Wire Fabric— 6x6-WIAxW1.4. When using steel joists, the min welded wire fabric should be 6x0-WZ.9xW2.9. SA. Negative Reinforcement— (Not Shown) - Optional - Used In lieu of Item 5 and with item 58. For floor spans with concrete cast continuous over the suppppoord 1 beams, Deformed bars designed to resist the support moments of the concrete stab in accordance with the latest ACI Building Code Specifications. 58, Fiber Reinforcement' — (Not Shown) - Required wild Item 5A. Any fiber reinforcement bearing the UL Classification Marking for Fire Resistance, Classified for use In lieu of welded wire fabric. See Fiber Reinforcement (CBXQ) Category for names of manufacturers. 6. Normal Weight Or Lightweight Concrete -- Normal weight concrete: carbonate or siliceous aggregate, 150 plus or minus 3 pcf unit weight, 3000 psi compressive strength, vibrated. Lightweight aggregate concrete: expanded shale, clay or slate aggregate by rotary - kiln method, It plus or minus 3 pcf unit weight, 3000 psi compressive strength, vibrated, 4 to 7 percent entrained air. 7, Spray -Applied Fire Resistive Materials' — Applicd by mixing with water and spraying in one or more coats to the thicknesses shown below, to steel beam, joist and fluted steel deck surfaces which are clean and free of dirt, loose scale and oil. Min average and min individual density of 15 and 14 pd, respectively. For method of density determination, see Design Information Section, Sprayed Material. 2013 FIRE RESISTANCE DIRECTORY - ISOLATEK 32 FIRE -RESISTANCE RATINGS - ANSIMI. 263 (BXUV) Restrained Floor Unite Assembly 1yP Concrete Type Mtn Ttskns Rating Hr Ln 2 QL•WKD NW 112 QL-WKD LW 13/16 Tlie• Bole cut in insert cover for passage of wires shall be no more than 1 /8 in. larger dram than the wire. For abandonment of rap. mal Triserts, see Installation instructions. The i4mate III inserts may use KEB-HP-1, Series KEC outlet box fittings with the same hourly rating and fireproofing thicknesses as sp4a&d for the Tapmate II-EAFN electrical Inserts. (Tapmatt IV, IV -EA, IV -H, IV -H -M, N -S) Installed per accomparrying installation instructions over factory -punched holes in QL-GXX-24 or -30 floor units. Inserts are used In the proactive, active or abandoned condition. Required spray -applied resistive material thicknesses on floor units with Inserts are: Restrained Floor Unit Type Concrete Type Mirinkrrs Assembly Rating lir In. i (Tapmate N, IV -H, IV -H -M. IV -S) l l/2 QL-GKX NWLW 3/8 2-1/2 I/2 1/2 QL•GKX W 9/16 2 QL-GKX QL-GKX W 3/4 Restrained FToorUnit'lype Concretelype Min Thkns Assemblyy Rating TA I (Tapmate NEA) 1 [/2 -GKX NW, LW 7/16 1-1/2 L-GKX W NW 95%8 2 GXX NW 2 LW 7/8 I (Tanxx 1-1/2 GKX NW LW 3/8 2 �KX 1/2 NW LW 5/8 The holes cut in Inserts cover for passage of wires shall be no more than 1/8 tn. larger diem than the wire. For abandonment of inserts see installation instructions. Type KED -HP -1 outlet box fittings may be used with Tapmate N box assemblies or in lieu of Tapmate IV or NEA fittings with the same hourly ratings and protection material thicknesses as specified for the above electrical inserts. (Tapmate IV -FN -S. TV FNH, TV EAFN: Sebes KED) Installed per accompanying installation instructions over factory -punched holes in QL•GKX-24 or -30 floor units. Ins" are used In the preactive, active, or abandoned condition. Required spray -applied resistive material thicknesses on floor units with inserts are: Restrained Floor Unk e AssemblyType Mtn Thins RaUngw to. 2 (Tapmate N -FN -S, IV E -AFM 2 �L m W 1/2 3/4 The hole cut in insert cover for passage of wires shall be no more than 1/8 In. larger diam than the wim For abandonment see Installation Jnstmcdons. Type KED -HP -1 outlet box fittings may be used with Tapmate N box assemblies or in lieu of Tapmate IV -FN -S, IV -FN -H, NEAFN fittings with the same hourly ratings and protection material thicknesses as specified for the above electrical inserts. (Tapmate KED -MSA Multi -Service After set Inserts) Installed per accompanying installation instructions in core -drilled holes over QL-GKX 24 or -30 steel floor units. Spacing of after set inserts shall be not more than one Insert per each 7-1/2 sq it of floor area with not less than 25-1/2 in, between edges of adjacent after set Inserts. After set inserts may be Installed with either the flip lid plastic cover (KEC-PC3. PC4 and PCS components) or the Deluxe Cover (KED -NAC type). Required Spray-Applled Fire Resistive Materials thicknesses on steel floor units with inserts are tabulated below: Restrained Floor Unit Type Pe Assembly Conarlo TyW Min Thkns Rating Hr fn. 1 1-1/2 tGKX KKXX NW, LW 3/8 y 1/2 W 2 1/2 9/18 2 W 3/4 CENTRIA -Tapmate 11, LI -EA, UTN,11-EAFN, H-EAFN-FCI: Series KEB. Tapmate 1114N, AI-EAFN, III-EAFN-FCI: Series KEC. Tapmate N, IV -EA. N-EAFN, IV -FN -S, TV -FN -H, IV -H, TV -H -M, IV -S: Series KED, Tapmate KED MSA (2)%remold Co. After set Inserts ('Types TSAR, TSACR After set Inserts) After set inserts Installed per accompanying installation Instructions to holes core drilled through concrete topping to top of cells of the cellular floor units. TSAR and TSACR, for use In 7 in, diam holes , Spacing shall be not more than one insert In each 4 square R of floor area with not less than 2 it center to center of adjacent inserts. The required Spray -Applied Fire Resistive Materials thick- nesses on floor units with inserts are shown below: 2013 FIRE RESISTANCE DIRECTORY - ISOLATEK 30 FiRE-RESISTANCE RATINGS - ANSIIUL 263 (BXUV) Resbainrd Unrestrained Unrestrained Mtn Thkm Spray Applied Resistive Mtl 00 Assembly Assembly Hearn Dem Rees& Rating, IHe Rothill r Fluted later 1 3/8 t -1/Z 1.1/2 1.1/2 3/8 [/Z 1 2 I L 3/8 .5/16 1.3/8 Z i-1/2 l -1/Z 3/8 1/2 1-3/8 Z t•(/E z 3/8 11/16 1-3/8 2 Z 2 3/8 11/18 1.3/8 3 1-1/2 1-[/2 13/16 1/3 2-1/4 3 2 2 13/16 11/18 2.1/4 3 3 3 13/18 1.1/15 2.1/4 + When bottom chords consist of I by 1 by 0.125 in. thick steel angles, the thickness of spray applied Lire resistive material shall be Increased by rA in. on the bottom chord only. When Mineral and Fiber Boards (item J3) is used over the concrete floor (without the use of penetrations), the following thicknesses are to be used: Restrained Unrestrained Unrestrained Min ThknsSpray A lied Assembly Assembly Beam Fire ResistiveMe tn. Rating fir Rating Hr Rating Hr Steel Beam 2 Fluted 1/2 3 3 1.1/2 15 18 15/18 1/2 BERLIN CO LTD —Ty es 300, Type 300ES, pe 30ON or Type SB. ISOLATEK INT'ERNAAT ZONAL —Type 300, �pe 300AC, Ty LUCKY CORE INSULATING MATERIALS pe 300E5. Type 30014S, Type 300N or Type SB. MANUFACTURING L L C —Type 300, hype 300ES. Type 30ON or Type SB. NEWKEM PRODUCTS CORP--Teype 3011, Tvoe 300ES, Type 30ON or Type SB. 7A. Spray -A plied Fire Resistive Materials — App ed by mixing with water and spraying in one or mora coats to the thicknesses shown below, to steel surfaces which are clean and free of dirt loose scale and oil. Use t>t Type PC Pre coat is required on all cellular units. The Type PC Pro -cost shall be applied to cover approximately 70 percent of the flat plate surface. Thickness of the Type PC Pre -coat Is Included in the total thickness of the protection materlaL Mbn average and min individual density of 17,5 and ldpct, respectivelyy for J�I+y�e 3007W. Min average and min Individual density of 22 and 19 pct, respectively for Type 400. For method of density determination, see Design Information Sectio rt, Sprayed Material. Rcnalrscd Unrestrained Unnntrained Min Thkns Spraym Resistive Md On.) AwnsWy Ammby limn 8m Hr Deck leek mOm JoW 1 Ractlg.Hr Rating W Fluted Ututy � Dom 1 3/8 3/e 8/1e 1-1/2+ s/u sits«+ I.1/2 3/8 3/8 5/8 1/2 , !+ t+ I 3/8 3/8 8/15 5/16 1-3/8 Z+ 1-1/2+ t -t/2 3// 3/8 5/e 1/1 1-3/6 2+ t-I/L+ = 3/8 3/8 13/18 I1/18 1.3/8 2i 2* 2+ 3/6 3/1 13/18 11/16 Tan 3+ 1.1/2+ 1.111 13/14 5/6 5/4 1/t za/4 3' 2+ 2+ 13/11 5/8 13/16 It/!8 2-114 3+ 3+ 13/18 3/4 I -s/16 1-1/le 2-1/4 Thickness applies when beam supports cellular or blended units. - Thickness applies when beam supports Ruled units only. + When trench headers (Rem 9 or 9A) are used, the maximum Restrained and Unrestrained Assembly Rating Is 1-1/2 N when electrical inserts +I+eWhen botto2) are mdchords consist of I by I by 0. and in nthick�elj angles. the thickness Rating of spray -applied Are resistive material shall be increased by 1/4 In. on the bottom chord only. Additional thicknesses are required when trench headers and electrical inserts are used. Refer to Items 9, 9A and 12 for required tihkknesses. When Mineral and Fiber Boards Qtem 13) is used over the concrete floor (without the use of penetrations), the following thicknesses are to be used: Rwraned 2 b 2 UnrestrainedU11ZiMin 7hvsSpray A N e Reslsnvo Mt111A� Assembly &mSteelck RatingMr Ratin Hr Flumd Cellular 6 eam 1/Z 7/16 15!18 3 ' 3 1-1/2 15/16 7/8 1-1/2 ISOLATEK INTERNATIONAL --Types 3001W or 400. Type PC LUCKY CORE INSULATING MATERIALS MANUFACTURING L L C —Type 400 NEWKEM PRODUCTS CORP —Type 400 8. Metal Lath — (Optional) (Not Shown) — 3/8 in. diamond rnesh, expanded steel weighing 1.7 lb per sq yd, secured to one side of Joist using No. 16 SWG steel tic wire located at the mldhelght of every other web. 8A. Glass Fiber Mesh — (Not Shown) — As an alternate to metal lath (item 8), min 3/32 in. square mesh, coated fiberglass scrim fabric, weighing a min of 1.9 oz/ yd, sjlall be attached to one side of each Joist web member, 7114 method of attachment must be sulft- tient to ofd the mesh and protection material during applkatlon and curing of the material. An acceptable inethod of attaching the mesh Is by embedding the mesh in min 1/4 in. long beads of hot melted glue. The beads of glue shall he spaced max 12 In. OC along the top chord of the Joists. Another method of attachment is by the use of 1.1/4 in. long 172 in. wide hairpin clips formed from 0.064 in, diem steel wire, altemating from top to bottom of the joist web member, 9, Trench Header— (Bearing the UL Listing Mark) — (Not Shown — Optlonal) -- Constructed of steel and provided with metal edge screeds. When the trench header is located near a support, the load carrying capacity of the span may be based on the allowable moment or shear stress of the floor units at the edge of the trench header away from the support or on the allowable composite moment or shear capacity of the slab at the center of die span, wiilchever governs. As an attemate in spans employing min 20/18 MSG cellular floor units and/or min 20 MSiG fluted floor units, trench headers (Bearing the UL Listing Mark) without the bottom pan may be used. The allowable superimposed load for spans with a bottondess trench header shall be based on noncomposite design. The bottomless trench header, with a max width of 36 in., consists of two cell closers which conform to the contour of the floor units, placed along the sides of the desired trench header location and welded to the floor units. The side rails, consisting of extruded aiurninum screeds secured to galy steel channels (min 18 MSG), are positioned over the cell closers, compartment, arid welded orcured to e cell rivetedlosers andt0 he Roof u its. Stoor eel oven plates, 1/4 IA separate n. thick shallegaIv steel hsecurreed to themin side rails• In bottomserving as less s power 2013 FIRE RESISTANCE DIRECTORY - ISOLATEK FiRE-RESISTANCE RATINGS - ANSiiUL 263 (BXUV) 33 Restrained Moor Unitlype Concretelypa Minnkns Assembly in. Radngl[r (Types TSAR, ISAC?' 1 WDR2 ex WDR3 NW, LW 1/2 1-1/2 WDR2 or WDR3 NUI, LW 3/4 2 WDR2 or WDR3 NW, LW 1-1/4 Wlicn spacing is not more than one insert in each 8 square ft of floor area with not less than 2 ft center to center of adjacent inserts, th required Spray -Applied Fire Resistive Materials thicknesses on floor units with inserts are shown below: RestratneJ Floor Unit Type Concrete Type MinThkns Assembly• Ln. Rating lir (lypes TSAR, TSACR) 1 WDRZ or WDR3 NW 3/8 1-1/2 WDR2orWDR3 NW 2 WDRZ or WDR3 NW t /2 3 WDR2 or WDR3 NW 3/4 WIREMOLD CO —Types TSAR, TSACR after set inserts. 13. Mineral And Fiber Boards — (Optional — Not Shown) — Applied over concrete floor wllth no penetrations. No resuiction on thickness. See Mineral And Fiber Board' (CBRZ) category for names of manufacturers. 14. Foamed Plastic* — (Optional — Not Shown) — Polystyrene Insulation applied over concrete floor with no perpetrations. No restrlc- tlon on thickness. Max density of 5 pcf, See Foamed Plastic'CCVW) category for names olf manufacturers. 15. Cellular Concrete — Roof Topppingg Mix(ure' — (Not Shown) — 0 Uonal — Foam concentrate mixed with water and Pentland cement per manufadurer s appliradan instruction. 28 day compressive strength of min 190 psi as determined In accordance with ASTM 0495-66, min 2 In. thick, poured above the foamed plastic ((tem ICA). May be covered with any built-up or single ply roof covering materials'. CELLULAR CONCRETE L L C — Cast dry density of 37 (+ of -) 3.0 pcf. ELASTIZELL CORP OF AMERICA—Type 11. Mix 111 of cast dry density 39 (+ or -) 3.0 pcf, Mix t2 of cast dry derlstty 40 (+ or -) 3,0 pcf, Mix M3 of cast dry density 47 + or - 3.0 pcf. LITE -CRM INC —Cast density 29 (+ or -) �.0 c I6. Roof Covering Materials•— (Optional — Not ShowrS — Consisting of materials compatible with Insulations described herein which provide Class A, B or C coverings. See Built -Up Roof Covering Materials' in the Building Materials Directory 17. Insulated concrete — (Optional -- Not Shown) — Various type of Insulated concrete prepmed and applied in the thickness Indi- cated. A. Vermiculite Concrete — Mix consists of 8 cu R of Vermiculite Aggregate', 94 lbs of Portland cement and 60 oz of air entrain ins agent. Thickness to be 2 in. min from the top plane of steel roof deck ELASTIZELL CORP OF AMERICA Types MS 16-U, MSV 200. B. Perlite Concrete— Mix consists of 8,2 cu ft Perlite Aggregate• to 94 lbs of Portland cement and 1-1/2 pt air entraining agent Com essive strength 80 psi min. See Elite Aggggreggate (CFF'X) category for names of Ciassifted companies. 'Bearing the UL Class lftcation Mark DNA ARCHITECTS 6 INC. 415 9 BABCOCK ST MELBOURNE FL 92901 2217279098 FAX 2217370810 AR0015738 THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF TBE ARCBIfEC'f.11MINGEfINM DNA WILL BE PROSECUTED. FIRST FLOOR INTERIOR BUILDOUT FOR AMSPEC ►� CAPE CANVERAL FL SPRAY ON FIREPROOFING DETAILS DATE: 6.15.15 DRAWN BY: DN SMM 1/4"=11-0)' CHECK$D BY: PROJECT NO.: SHEET OF ARCHITECTS SUM DRAWING NO. �GRpV���• :tel f v 0 0 REV DATE DESCRIPTION Dy r DOOR SIZE THKNS TYPE MAT'L. FRAME RATED REMARKS a < 0 (zi 1 3'-0" X 6'-8" 1-3/4" A HM HM 1-1/2 UL RATED DOOR, FRAME, HARDWARE 1 1 1 2 3'-0" X 6'-8" 1-3/4" A HM HM 1-1/2 UL RATED DOOR, FRAME, HARDWARE 2 1 2 3 3'-0" X 6'-8" 1-3/4" A HM HM 1-1/2 UL RATED DOOR, FRAME, HARDWARE 2 1 3 25 SERIES Opp %1 " „ SARGENT: 80 SERIES VON DUPRIN: 99 SERIES HINGES, HAGER 5 -KNUCKLE: EXTERIOR DOOR TO BE BALL BEARING, NON-FERROUS BASE METAL NON REMOVABLE PINS. HEAVY WEIGHT BINGES ON HIGH USE DOORS 5 2-3'-0" X 6'-8" 1-3/4" A HM HM - PLAIN BEARING 3 1 5 BALL BEARING BB 1191 5BB BB 1199 5BBHW STEEL -PRIMED OR PLATED: PLAIN BEARING 1279 5PB BALL BEARING 1 BB1279 5BB BB1168 5BBHW HARDWARE TYPE: SET i LEVER TYPE ENTRY LOCKSET FUNCTION, LEVER HANDLE, DOOR CLOSURE UL RATED HARDWARE SET2 UL RATED PANIC HARDWARE, DOOR CLOSURES AND FRAMES SET 3 OFFICE LOCKSET, LEVER HANDLE GENERAL NOTES: 1. ALL DOORS TO BE LEVER TYPE AS PER ACCESSIBILITY CODE AND APPROVED BY CLIENT 2. ALL DOORS TO BE KEYED ALIKE AS PER OWNERS REQUIREMENTS. 3. ALL DOORS THAT HAVE CLOSERS ARE TO BE PER FLORIDA ACCESSIBILITY CODE. 4. ACCESS TO EXITS SHALL BE MARKED BY APPROVED READILY VISIBLE SIGNS. 5. EMERGENCY LIGHTING FIXTURES SHALL BE INSTALLED AND ARRANGED SO THAT THE PATH OF TRAVEL IS ILLUMINATED, BUT LIGHTING DOES NOT SHINE INTO THE FACE OF PERSONS APPROACHING THE EXIT. 6. LOCKING DEVICES ON EXIT DOORS SHALL BE DIRECT ACTING REQUIRING NO MORE THAN ONE MOTION. 7. PROVIDE WALL DOOR STOPS WHERE REQUIRED. 8. ALL EXTERIOR DOORS TO HAVE WEATHERSTRIPPING. 9. ALL EXTERIOR DOORS TO HAVE ALUM SADDLES: BY ZERO OR EQUAL 10. ALL EMERGENCY DOORS TO BE SINGLE ACTING. 11. ALL WOOD DOORS TO BE SOLID CORE PARTICLE CORE ROTARY CUT, STAIN GRADE. 12. A LATCH OR OTHER FASTENING DEVICE SHALL BE PROVIDED W/ ONLY ONE KNOB, HANDLE, PANIC BAR OR OTHER SIMPLE TYPE OF RELEASING DEVICE. DOORS SHALL BE OPERABLE W/NO MORE THAN ONE RELEASING DEVICE. 13. HOLLOW METAL DOORS TO BE GALVANIZED A-60 STEEL POLY (707) CONSTRUCTION FULLY INSULATED. DOOR FRAME TO BE GALVANIZED A-60 PRIMED AND PAINTED. INSIDE OF DOOR FRAMES AND UNDERSIDE OF BOTTOM RAIL OF HOLLOW METAL DOORS TO BE SPRAYED W/ AUTOMATIC SPRAY UNDERCOATING. 14. ALL HOLLOW METAL FRAMES TO BE 18 GAUGE. ALL HOLLOW METAL DOORS TO BE 18 GAUGE. LOCKSETS: GRADE i GRADE 2 SCHI.AGE ND SERIES AL SERIES FALCON: T SERIES W SERIES SARGENT: 10 SERIES 7 SERIES STANDALONE ACCESS CONTROL PROM(ITY READER LOCK SCHLAGE ELECTRONICS: CO 200 CY PRK DOOR CLOSERS: HEAVY DUTY MEDIUM DUTY FALCON SC70 SC80 LCN: 4040 1480 CORBIN/RUSS DC8200 DC3200 EXIT DEVICES: FALCON: 25 SERIES SARGENT: 80 SERIES VON DUPRIN: 99 SERIES HINGES, HAGER 5 -KNUCKLE: EXTERIOR DOOR TO BE BALL BEARING, NON-FERROUS BASE METAL NON REMOVABLE PINS. HEAVY WEIGHT BINGES ON HIGH USE DOORS HAGER IVES HAGER IVES STANDARD STANDARD HVY WT HVY WT STAINLESS , BRASS, BRONZE: PLAIN BEARING 1191 5PB BALL BEARING BB 1191 5BB BB 1199 5BBHW STEEL -PRIMED OR PLATED: PLAIN BEARING 1279 5PB BALL BEARING 1 BB1279 5BB BB1168 5BBHW JAMB TYPE 1 .;�4 US �' �'''�oo 'L • o i do N s W E -r � •�� �,;f�,,,,."" ��^�+-��t, _ ._gra o N x'lir AS\�� -0- SEALANT @ ALL JAMBS HM 16 GA KD FRAMES W/ MIN 3 Z CLIPS PER JAMB, FRAME IS FLUSH W/ DRYWALL DOUBLE STUD ® ALL JAMBS 5/8"DRYWALL ON 3 5/8" MTL STUDS DNA ARCHITECTS , INC. 415 9 BABCOCK ST 1[B ouRNS FL 3290i 3217279098 FAX 3217270810 AR0015738 THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT.INFRINGEMENTS DNA WILL BE PROSECUTED. FIRST FLOOR INTERIOR BUILDOUT FOR AMSPEC mwm CAPE CANVERAL FL DOOR SCHEDULE DATE: 7,10.15 DRAWN BY: DN SCALE: 1/4"=1'-0" CHECKED BY: PROJECT NO.: SHEET OF ARCHITECTS SEAL: DRAWING NO. ;1 o A Recessed Lay -in Fluorescent Fixtur T-8 Lamps, Electronic Ballast and A Existing to Remain, clean lens and 4 B Recessed Can Light, LITHONIA Mc with (1) LED PAR 38,17 Watt lamp, C 4C::� D ®E 4(2e F W.P. A.F.F. LED Emergency Light with Emergge' GRAINGER Model No. 13M; LED EXIT v Ba GRAINGER ModelNO.4XT4.8 Combination LED EXITLight & Emeirgeny Light with Battery Back-up. GRAINGER Model No. 2XLF'9 Weather Proof Above Finished Floor Ground Faulth Interrupting Junction Box Single Pole Switch Single Pole Switch with Motion Sensor Three Way Switch Dimmer Switch ELECTRICAL LIGHTING PLAN li 1/411 = 1 1-011 3 W Q r N d c� 01 co O Z �d0 W 06/12/15 U �= 1/419=11-011 n 4%0 0,,. � 1 a� N iQ. ri Z UiO Z C7 Z 0 w � N O U W O V = W Z M I �A x O �� .08,8d �6z sib �6 b�UORf2f..g <xd- M2 m :S U U C� WS�2 �: g X W st-EU RJV 00 J O Z �d0 _O W DRA" BY: st-EU RJV CHECKED BY: DAM 4-0 _O 06/12/15 U �= 1/419=11-011 Ljj 4%0 0,,. � 1 a� iQ. ri DRA" BY: st-EU RJV CHECKED BY: DAM E 1 DAM: 06/12/15 SCALE: 1/419=11-011 ELECTRICAL POWER PLAN 1/411 " 1'-011 CC Duplex Receptacle # Quad Plex (Receptacle e. 240 Volt Receptacle D Telephone Outlet ® Data Outlet W.P. Weather Proof A.F.F. Above Finished Floor G.F.I. Ground Faulth Interrupting Disconnect Switch OJunction Box ❑S Single Pole Switch ❑S m Single Pole Switch with Motion Sensor ❑S 3 Three Way Switch ® Dimmer Switch ~V 0M006�d 3_aboxw�y (5z=3 (jW2g31O b�0:4LJ No� X81 LL 5W15 � Z��t�N W L -4u 5 � Wa<W %- \�1 SHEET V CHECKED BY: ac L o W AWA i 06/12/15 �a 11419= 1 1-011 C =ri N Z Z O Z O W U W O U = W Z Z � ~V 0M006�d 3_aboxw�y (5z=3 (jW2g31O b�0:4LJ No� X81 LL 5W15 � Z��t�N W L -4u 5 � Wa<W %- \�1 Z g a W 3:0 CL DRAWN BY: SHEET V CHECKED BY: ac L o U � AWA i 06/12/15 �a 11419= 1 1-011 C =ri Z g a W 3:0 CL DRAWN BY: SHEET RJV CHECKED BY: DAM E2 DATE: 06/12/15 SCALE 11419= 1 1-011 ELECTRICAL NOTES ELECTRICAL MATERIAL SERVING NOTES 1.0 PROVIDE ALL LABOR, MATERIALS 1.0 WIRE SIZES SHOWN ARE FOR EQUIPMENT AND TOOLS TO PERFORM COPPER CONDUCTORS. ALUMINUM ALL WORK NECESSARY FOR THE CONDUCTORS #2 AND LARGER COMPLETE EXECUTION OF THE MAY BE USED IF CONDUCTOR ELECTRICAL WORK AS SHOWN ON THE AND CONDUIT SIZES ARE DRAWINGS. ADJUSTED ACCORDINGLY AND 2.0 PROVIDE WORK NOT SPECIFICALLY WRITTEN APPROVAL BY THE A/E SHOWN OR SPECIFIED BUT STILL IS OBTAINED PRIOR TO REQUIRED TO INSURE PROPER AND INSTALLATION. COMPLETE OPERATIONS OF ALL SYSTEMS 2 AND TO SATISFY THE DESIGN INTENT IN 2.0 UNLESS OTHERWISE STATED, THE WORK AND TO COMPLY WITH ALL UNDERGROUND CONDUITS SHALL APPLICABLE CODES AND REGULATIONS. BE EITHER GRC, GROC, OR 20 SCHEDULE 40 PVC AS INDICATED 3.0 EXPERIENCED ELECTRICIANS SHALL ON THE DRAWINGS AND SHALL PROVIDE ALL LABOR FOR THE BE INSTALLED IN COMPLIANCE INSTALLATION OF MATERIALS AND WITH LOCAL CODE. EQUIPMENT FURNISHED UNDER THE 2 ELECTRICAL CONTRACTORS, SCOPE OF 3.0 ALL CONDUIT OTHER THAN WORK, ALL WORKMANSHIP SHALL BE SPECIFIED IN NOTE 2 ABOVE FIRST CLASS AND SHALL BE IN SHALL BE ELECTRICAL METALLIC COMPLIANCE WITH THE REQUIREMENTS TUBING (EMT), RIGID STEEL OR OF THE CONTRACT DRAWINGS, METAL SHEATHED FLEXIBLE TUBING. 4.0 SUBMIT ALL DISCREPANCIES IN 4.0 ALL EXTERIOR EQUIPMENT WRITING TO THE A/E PRIOR TO CONNECTION CONDUCTORS SHALL SUBMITTING BID. BID SUBMISSION BE PROTECTED WITH LIQUID CONSTITUTES ACCEPTANCE OF FIELD 'TIGHT FLEXIBLE METAL CONDUIT CONDITIONS. WITH WEATHERPROOF FITTINGS. 5.0 ALL WORK SHALL BE IN 5.0 OUTLET BOXES SHALL BE ACCORDANCE WITH THE FOLLOWING PRESSED STEEL IN DRY LATEST CODES AND STANDARDS: NFPA, LOCATIONS AND CAST ALLOY WITH NEC, NEMA, NECA, ANSI, UL, LOCAL THREADED HUBS IN DAMP OR CODES, ORDINANCES, REGULATIONS, FPL WET LOCATIONS, STANDARDS AND JURISDICTION HAVING 1 AUTHORITY. (2011 N.E.C.) 6 0 ALL BOXES SHALL BE 1 RECESSED FLUSH IN WALLS 6.0 ALL CONTRACTOR PROVIDED AND/OR CONCEALED ABOVE MATERIALS SHALL BE NEW AND FREE CEILINGS. OF DEFECTS AND UL LISTED FOR 1 INTENDED APPLICATION. 7.0 THE ELECTRICAL SYSTEM 11 SHALL BE COMPLETELY AND 7.0 DO NOT SCALE ELECTRICAL EFFECTIVELY GROUNDED AS DRAWINGS. WHERE SPECIFIC DETAILS REQUIRED BY THE NEC AND AS AND DIMENSIONS FOR ELECTRICAL WORK DETAILED ON THE PLANS, ARE NOT SHOWN ON DRAWINGS, GROUND FAULT PROTECTED CONTRACTOR SHALL TAKE OUTLETS AND CIRCUITS SHALL BE MEASUREMENTS AND MAKE LAYOUTS AS INSTALLED AS REQUIRED BY NEC. REQUIRED FOR THE PROPER ALL CIRCUITS TO HAVE SEPARATE INSTALLATION AND COMPLETION OF GROUND CONDUCTOR. WORK, 2 12 8.0 ALL MATERIAL AND 8.0 THE ELECTRICAL CONTRACTOR SHALL WORKMANSHIP SHALL BE PROVIDE FOR ALL REQUIRED INSURANCE GUARANTEED TO BE FREE FROM COVERAGE, PERMITS, FEES INSPECTION DEFECTS FOR NOT LESS THAN AND TESTING. ONE YEAR FROM THE DATE OF 15 ACCEPTANCE. CORRECTION OF 9.0 ALL WORK SHALL BE COORDINATED ANY DEFECTS SHALL BE MADE WITH OTHER TRADES TO AVOID WITHOUT ADDITIONAL CHARGE. INTERFERENCE WITH CONSTRUCTION 720 PROGRESS. 9.0 DISCONNECT SWITCHES SHALL 2 BE RATED HEAVY DUTY. 10.0 CONTRACTOR SHALL FIELD SURVEY EXISTING RECEPTACLES THE SITE FOR VERIFICATION FOR ALL 10.0 CONCEAL CONDUIT WHERE ASPECTS OF THE PROJECT PRIOR TO POSSIBLE. BIDDING. 720 11.0 USE MC CABLE WHERE 11.0 FIELD VERIFY ALL DIMENSIONS CONCEALED INSIDE WALLS PRIOR TO INSTALLATION. CONTRACT BETWEEN RECEPTACLES AND DRAWINGS INDICATE THE GENERAL ABOVE CEILINGS FOR FIXTURES. ARRANGEMENT OF CIRCUITS, OUTLETS, DO NOT USE MC CABLE FOR SWITCHES, PANEL BOARDS, CONDUITS HVAC EQUIPMENT. AND OTHER WORK. EXISTING RECEPTACLES 12.0 MOTOR STARTERS AND DISCONNECT 12.0 HOMERUNS IN CONDUIT SWITCHES FOR MECHANICAL EQUIPMENT SHALL HAVE MAXIMUM SIX (6) SHALL BE SIZED AND INSTALLED BY CURRENT CARRIERS PER THE ELECTRICAL CONTRACTOR. RACEWAY. 13.0 LOAD DATA AND SYSTEM SIZING IS 13.0 MAINTAIN WORKING BASED ON INFORMATION PROVIDED AT CLEARANCES AROUND EQUIPMENT THE TIME OF DESIGN. VERIFY AS REQUIRED BY NEC. EQUIPMENT LOCATIONS, SIZES AND 22 REQUIREMENTS BEFORE ORDERING 14.0 ALL DISCONNECT SWITCHES, MATERIALS AND DEVICES, ROUTE PANELBOARDS AND SYSTEM CIRCUITS BY BEST METHOD TO SUIT PANELS SHALL HAVE PLASTIC JOB CONDITIONS AND INSTALL PULL LAMINATE NAMEPLATES FOR BOXES AS MAY BE NECESSARY TO IDENTIFYING SYSTEM FUNCTION FACILITATE INSTALLATION. AND CHARACTERISTICS. 14.0 ELECTRICAL CONNECTION 20 LOCATIONS TO EQUIPMENT SHALL BE 12900 FIELD VERIFIED PRIOR TO ROUGH IN OR 2 COMPONENTS. 12 15.0 PROVIDE SWITCHED LIGHTING AND 20 120V RECEPTACLE WITHIN 3 FT OF THE EXISTING RECEPTACLES SERVICING SIDE OF ALL ELECTRICALLY 27 OPERATED MECHANICAL EQUIPMENT 12 INSTALLED IN ATTICS AND CRAWL 12Tj SPACES. 20 16.0 COORDINATE MOUNTING LOCATIONS EXISTING RECEPTACLES OF LIGHTING SWITCHES, F/A DEVICES, 29 TV, DAT/TEL OUTLETS AND 27 RECEPTACLES WITH MILLWORK PRIOR TO -- ROUGH -IN. - 17.0 CONTRACTOR SHALL PROVIDE ALL SPACE MATERIAL TO SUPPORT AND SECURE ALL ELECTRICAL COMPONENTS PER NEC 2 FROM THE BUILDING STRUCTURE. 1 18.0 CONTRACTOR SHALL VERIFY ALL 28 EXISTING CONDITIONS. New Quad Receptacles 19.0 CONTRACTOR SHALL INSPECT ALL EXISTING EQUIPMENT TO REMAIN TO 12 INCLUDE MAIN DISTRIBUTION PANELS AND BRANCH CIRCUIT PANELS. PROVIDE 12 UPDATED PANEL DIRECTORIES 20 THAT REFLECT NEW WORK. New Quad Receptacles EXIST. F.P.L. PAD MTD. TRANS. 3 N EXIST. 3 POLE � 200 AMP BREAKER 22,000 A.I.C. PANEL -"A" 120/208 VOLTS, THREE PHASE, 4 WIRE, S.N. 200 AMP MAIN LUGS ONLY - NEMA 1 - 10,000 A,I,C, BREAKER WIRE WIRE BREAKER CKT. SERVING SERVING BREAKER X WIRE YJA QNB Q1 C SIZE N0. TRIP POLE SERVING CKT. POL TRIP NO. SIZE 1 EXISTING ELECTRIC HEAT 2 30 2 10 900 ' 10 eoo 720 12 2 20 1 EXISTING POWER POLES 2 3 2 eoo 2800 8 2 40 2 EXISTING AIR CONDITIONER 4 5 EXISTING RECEPT 5 20 2 12 3 ,r '10 2800 6 7 EXISTING P81nNG 1 2 1 12 800 ow 7 800 720 12 2 20 1 EXISTING RECEPTACLES 8 9 E G LIGHTING 1 20 2 1 3 900 12 2 20 1 EXISTING RECEPTACLES 10 11 EXISTING LIGHTING 1 20 2 12 2 380 720 12 2 20 1 EXIS 12 13 EXISTING RECEPTACLES 1 20 2 12 720 2 20 12 2 14 15 EXISTING RECEPTACLES 1 15 NEW CIRCUIT BREAKER FOR NEW PANEL "B" 3 80 720 720 12 720 20 12 2 20 1 EXISTING RECEPTACLES 16 17 2 12 - 720 12 1 SPACE 1$ 19 8800 900 19 New Quad Receptacles 12 2 20 1 EXISTING RECEPTACLES 20 21 New Exhaust Hood Fan 2 20 2 12 20 900 New Quad Receptacles 12 2 20 1 EXISTING RECEPTACLES 22 23 12 2 _ 1 New Quad Receptacles 22 1 SPACE 24 25 New Machine 3 20 4 12900 800 900 2 20 12 2 20 1 EXISTING RECEPTACLES 26 27 2 12 E 12Tj 20 1 EXISTING RECEPTACLES 28 29 26 27 New Quad Receptacles -- 20 - 1 SPACE 30 37 1 New Ice Mach. Receptacle 1 120 2 1 12 720 1 >< >< 1 SPACE 38 39 SPACE 1 - - - - 90040 41 SPACE 1 - _ _ _ 12 2F 2 New Exhaust Hood Fan 42 17250 118250 116080 1 WATTS 143 1 152 1 134 1 AMPS NEW PANEL "B" 120/208 Volts, Three Phase, 4 Wire, S.N., 150 Amp Main Lugs Only, NEMA 1, 10,000 A.I.C. New Machine SERVING BREAKER X WIRE OA VB VC WIRE BREAKER SERVING CKT. NEW MACHINE = 5,060 W, N0. SIZE SIZE NO. TRIP POLE 1 New 208 Volt Receptacle 2 30 3 ' 10 eoo 720 0.00468 =0.00772 12 2 20 1 New Quad Receptacle 37 1 New Ice Mach. Receptacle 1 120 2 1 12 720 1 >< >< 1 SPACE 38 39 SPACE 1 - - - - 90040 41 SPACE 1 - _ _ _ 12 2F 2 New Exhaust Hood Fan 42 17250 118250 116080 1 WATTS 143 1 152 1 134 1 AMPS NEW PANEL "B" 120/208 Volts, Three Phase, 4 Wire, S.N., 150 Amp Main Lugs Only, NEMA 1, 10,000 A.I.C. CKT. SERVING BREAKER X WIRE OA VB VC WIRE BREAKER SERVING CKT. POLETRIP = 5,060 W, N0. SIZE SIZE NO. TRIP POLE 1 New 208 Volt Receptacle 2 30 3 ' 10 eoo 720 0.00468 =0.00772 12 2 20 1 New Quad Receptacle 2 3 800 720 _ 0.00156 12 2 20 1 New Quad Receptacle 4 5 New 208 Volt Receptacle 2 30 3 ,r '10 INSTALL a WARNING LABEL on the front 00 720 12 2 20 1 New Quad Receptacle 6 7 800 720 12 2 20 1 New Quad Receptacle 8 9720 New 208 Volt Receptacle 2 30 3 10 12 2 20 1 New Quad Receptacle 10 11 80012 720 2 20 1 New Quad Receptacle 12 13 New Quad Receptacles 1 1 20 2 12 720 720 W 12 2 20 1 New Quad Receptacles 14 15 New Quad Receptacles 1 20 2 12 720 720 12 2 20 1 New Quad Receptacles 16 17 New Quad Receptacles 1 20 2 12 zz 720 12 2 20 1 New Quad Receptacles 18 19 New Quad Receptacles 1 20 2 12 720 720 12 2 20 1 New Quad Receptacles 20 21 New Quad Receptacles 1 20 2 12 7 ° 720 12 2 20 1 New Quad Receptacles 22 23 New Quad Receptacles 1 20 2 12 7 720 12 2 20 1 New Quad Receptacles 24 25' New Quad Receptacles 1 20 2 12 720 720 12 2 20 1 New Quad Receptacles 26 27 New Quad Receptacles 1 20 2 12 720 12 2 20 1 New Quad Receptacles 28 29 New Quad Receptacles 1720 2 12 720 12 2 20 1 New Quad Receptacles 30 8800 8800 8800 WATTS AMPS 73 73 73 O o 0 NEW EXIST. o a Lp_g LP - A EXISTING 0(4)#4/0 � CU 8c (1)#2 CU GRND IN EXIST. 2" CONDUIT EXISTING MAIN FEEDERS EX. GRND WIR EXISTING. COPPER CLAD STEEL DRIVEN GROUND ELECTRICAL POWER RISER DIAGRAM NOT TO SCALE DATE_____ 0611 1/j5_ PROJECTAMSPEC OWNER____ AMSPEC _ CONTRACTOR SINGLE PHASE VOLTAGE_____ 120 _=V AT PAD MTD. AMPS SYMMETRICAL AVAILABLE, �,.�Z=A TRANSFORMER SOURCE IMPEDANCE__Q00973 --=OHMS ) -A12,3120 23V- OHMS V = __0.00973 __OHMS 22 A _----- SIZE OF CONDUCTOR 50_0 MCM (79 FEET) COPPER X = 6,480 W. ALUMINUM i e CONDUCTORS PER PHASE = 1 EA.��45000 W.)) = 4,500 W. MAGNETIC CONDUIT ___ ____ = 5,060 W, NON-MAGNETIC CONDUIT PVC_ = 29,660 W. CONDUCTOR OHMS Q_QQ-593-7100 FEET (79 FEET FROM TABLE 3.18 PER 100 FEET =0.00468) CONDUCTORS / PHASE EXISTING SERVICE IS 200 AMP CONDUCTOR OHMS 0.00772 CONDUCTOR OHMS 0.00468 =0.00772 CONDUCTOR OHMS =0.00156 CONDUCTOR OHMS NO. PER PHASE 3 SOURCE OHMS 0.0_0_9_73___ CONDUCTOR OHMS _ 0.00156 TOTAL OHMS _ 0_01129 SINGLE PHASE VOLTAGE 120 =10,628 AMPS RMS TOTAL OHMS _ 0.01129 AT MAIN BREAKER DATE ------ 0611 j1j5_ PROJECTAMSPEC_______________ OWNER_AMSPEC _______________ CONTRACTOR ----------------------- SINGLE ______________________ SINGLE PHASE VOLTAGE___120 _=V AMPS SYMMETRICAL AVAILABLE --- 1Q62$__=A AT BRANCH BREAKEF SOURCE IMPEDANCE0_0143__-=OHMS V = OHMS 120 V = 0.0113 ___OHMS A 10,628 A SIZE OF CONDUCTOR __� ,(86 FEET = 8,820 W. COPPER X_____ = 6,480 W. ALUMINUM ---------- i e CONDUCTORS PER PHASE ___1______ = 1 EA.��45000 W.)) = 4,500 W. MAGNETIC CONDUIT____ =(ONE LOT) = 5,060 W, NON --MAGNETIC CONDUIT PVC___ = 29,660 W. CONDUCTOR OHMS ___ 0_00898-7100 FEET (86 FEET FROM TABLE 3.18 PER 100 FEET =0,00772) CONDUCTORS / PHASE j______ EXISTING SERVICE IS 200 AMP CONDUCTOR OHMS 0.00772 =0.00772 CONDUCTOR OHMS NO. PER PHASE 1 SOURCE OHMS 0.0113___ -- CONDUCTOR OHMS _.0.00772 o TOTAL OHMS _ 0_01902___ SINGLE PHASE VOLTAGE 120 = 6,309 AMPS RMS TOTAL OHMS _ 0.01902 AT EXIST. PANEL A Electrical Contractor shall FURNISH AND INSTALL a WARNING LABEL on the front of each electrical panel, disconnect switch, etc. WARNING ARC FLASH HAZARD Appropiate Personal Protective Equipment Required (PPE) Failure to Comply Can Result In Ink�ryy or Death. Refer to NFPA 70 E, NEC 2011, Article 110.16 ELECTRICAL LOAD SUMMARY LIGHTING =:(2,016 SQ.FT.)(3.5 W.)(1.25) = 8,820 W. RECEPTACLES =06 EA.)(180 VA.) = 6,480 W. HEAT ELECTR(HEATER i e WATER = 1 EA.��45000 W.)) = 4,500 W. EQUIPMENT =(ONE LOT) = 5,060 W, TOTAL = 29,660 W. V) 29,660 WATTS (208V)(1,73) = 82.4 AMPS IN EXISTING SERVICE IS 200 AMP THREE PHASE. V``L 04 >h V �- o PRO 03n 16z��b © tlfl- �JOt7(n�� W sU� W >-0W %s K i � W N n Ur' z 0 �M z 5 � zmW o 0 _ 0. if J a � U R S1 OWN SHEET cu DAM d1 li W i e W 44 W C � V) ri 00) �. IN z o w p F o w � � g 0 U W zz �- o PRO 03n 16z��b © tlfl- �JOt7(n�� W sU� W >-0W %s K i � W N n Ur' z 0 �M z 5 � zmW o 0 _ 0. if J a � U R S1 OWN W W U W I W DRAWN BY: RJV SHEET cu DAM d1 li V i e W 44 W C � ri 00) �. W W U W I W DRAWN BY: RJV SHEET CHECKED BY: DAM E3 SATE: 06/12/15 SCALE: 1/419= 1 1-011 L1i�j]B 1�j`��' EXISTING BATHROOM EXISTING BATHROOM 1 I I 0 i i __.__._.. 4.._ I i I A + �"Dia I � � + P I T I , I I r - . HR RATED jWALLi _.. _.. _ ' _ _ Existing DUctw_•- I i I , SPRINKLE'O . 81'Dia I r= ..1$"x 6" i .1 FIRE \?� MAIN 8 Dia -------- - -------j------�_.._ ..__�_-�---------i--_ __ _ ----FIRE--- -�----___-______E�- ,_----I�AMR€�2 _ DAMPER; a 1. HR,RATED WALL. ;.. � ��'X- 0 X- EXc i ; Diffus rs to'Rema Rema n i _.._.._._ . - - - - E GINE O I � � � � � ICE-- �� :'"�'"`4;' ..._. _MACHINE .._..._.. i Existing DUctwor< and ' Diffus rsto em in r I j —788,ji'Q a 8„Dia WORK BENCH 1 p 0 p �� - =�-;Ifd .BENCH k CANOPY, e is EXISTING 2 HR RATED WALL O ENGINE I I 8"Dia i e I �0 w 0 SHEET ko 0 0 0 0 SCALE: 1/4"= 1 1-011 w �- r� L Q CL 0 0 W N H Z LU O O ;= W W OZ �" U 3 O U W 0 0 0 U U = Uj LL Provide a Smoke and 1 FY Carbon Monoxide Detector / Alarm KIDDE Model #20JK11 AIA II rl I+ f lil ? 2" Steel Exhaust, wrap ss with Finer Glass Jacket with Altninum Foil Face. l'i i Provide a Smoke and i, Car4pn Monoxide Detector / Alarm KIDDE Model #20JK11 I FAN HOOD?A` RITAIN FAN FAKI. FLAMMABLE- HOOD, I — — — — — — — — — — — — 16” DIA. 12" D IA 12" DIA. THROUGH . _ -'=THROUGH `' -THROUGH THE ROOF THE ROOF THE ROOF IN 2 HOUR IN 2 HOUR IN 2 HOUR ENCLOSURE ENCLOSURE ENCLOSURE 4 k/ -T TFNAN,: CABINET AIR CONDITIONING PLAN 1/411 /4" = 1'-011 4 2 Izl �- o �� oau �:3-0 r30iU �U�WOU�J�j� We 8 co In `. -1 F Z6N0Lis F n X80 L U WUSV f OXN jr- Is<Kid XX N n o 00 Mon, z t7�f WLLI U W a a_ o= U R Sl V z Z 0 r r� Z 0 U 3 DRAWN BY: RJV SHEET v DAM M 1 0 U SCALE: 1/4"= 1 1-011 w �- r� L Q CL V z Z 0 r r� Z 0 U 3 DRAWN BY: RJV SHEET CHECKED BY: DAM M 1 06/12/15 SCALE: 1/4"= 1 1-011 NOT HVAC (11'NE1 . IJ) GE'NEIPAL CONDITIONS tA THE CONTRACTOR SILALL PROVIDE All LABOR, RATERIALS, TOOLS, EQ,t ' liPAEN,r AND DEVICES NECESSARY FO PROVIDE C01fFLETE AND OPERATIONAL HVAC SYSTEM TIIAT COMPI.IFS WITTI -IH E STANDARD HUJJ,Dr.NG AND 41CRANICAL COD&S, ASHRAE, SMACNA, NFPA, FLORIDA ENERGY FFFICIENCY CODE AND ALL OTHER APPIJCA131,E CODES AND REGUTSUIONS F,,vF,,q IF NOT SHOWN BUT '40 LESS THAN SHOWN ON THE PLANS, DIAGRAMS, AND SPECIFICATIONS. IF IN TII.E OPINION OF THE CONTINACTOR THE SYSTEMS SPECIF'IE'D 'WILL NOT OPERATE OR PERFORM ADEQUA'TELY, THE CONTRACTOR SHALL BRING SUCIf CONCERNS TO THE A17EN11ON OF TJAE ENGINFAH OR ARCHITECT BEFORE ORDERING FQUIPMENT. 1 2 TEE CO3TI'RA(2rO?, SHALL VISIT THE 3013 SIT' AND TIIOROUGI-ff.,Y FAMIIJARIZ? IINSELF 1,1111J. 'THE JOB CONDITIONS. DRAWINGS ARE DIAGRAMMATIC AND NOT INTEN-GED TO SHOW E1'RY DUTAIL. DO NOT SCALE DRAWINA)S, FIELD MEASUREUENTS OR ARCHITECT DIMENSIONED DRAWINGS FOR DE7ERKINING EXACT 1,0CATiONIS AND CLEARANCES. 13 ALL 'WORK SHALL BE PERFORMED IN A FIRST CLASS WORKMANLTKE MANNER BY F,.X-PERIF.'NCED INSTALI.ER U&NG METHODS AND ,k,4ATERIALS IN KEEPING WI1'H INDIT878Y STA14DARDS AND SHA.LL 13E COORDINATED W'I'llf OTHER TRADES TO AVOID INTERFERENCE WITH THE PROGRESS Of' COINS7RUCTION, L1 ALL MATERIALS AND EQI:IPMrNT SHAIL BE NEW AND SHALL BE UL APPROVED WHERE APPLICABLI:], SUBSTI'MTIONS FOR SPECIFIED EQUIPMENT SHAJI, R.EQt:IRE, SUBIUTTAL APPROVAL BY YHE ENGINEER BEFORE PURCI-I.ASING. THE CONTRACTOR SH.A.I.J., GUARANI'FE ALL N1AVERfAI.,S AND FHEE '10ROM DEFECTS FOR A PE.RTOD OF 140T LESS THAN ONO: YEAR FROM DATE OF &CCFP'rA.N.CE, DURLNG T1116 PERIOD ANY DEFECTS '-,'IIALL BE CORRECTED WITHOUT CHARGE. 2.0 ALL WORK SI-LIkI.I. BE IN CONFORMANCE WIT14 2J) 11IF LATEST EDITION OF THE STANL �AFO qLCHNNICNL COVE, LOCAL BUILLING DEFARTMFNT REGUL�LTIIONS '23f NFPA 13 3.0 DT31CT1AO1iK 3.1 PROVIDE TURNING VANES IN A.LII RECTANGULAR D1.1 -CT ELBOWS, Ts, AND CHANGES OF 01fECTJON GNEATER Ili -All 45 DEGREF.%i, :32> PROVIDE AIR EXORACIORS) INITH VOLUME CONROI, IN ANI RECTA,NG1,Lkli 1)1 CT' CON� FC'rT0,L\T0 , N ., 3 iiRANCIIES T INTO I'HE MAIN 'TRUNK LdNE 33 COORDINATE ROUTING OF THE DUCYWORK WITH JOISTS AND BEAMS AND PROVIDE SPI,,CIAL F4,F-RICAT'iON AHFRE. NECESSARY 'PC) ROUTE DUCTWORK IN AVj'GfA.PLFI SPACE FLEX DUCT Sh,`E No,r BE VOR RIGID D(JC'F t NI,L,SS A11PROVYD 13Y THE FNGINEY"JI, 3,4 AIJ, DIXIING AND EQUIPMENT INISULATION SHALL COMPLY WITH THE FLORIDA ENERGY J�JtIFICIIENCY 0pis, W/fNSrALLED IN NON AIR CONVITIQNEV SPACE; R=-60 IN ATTICS". ALL DUCT AND DUCT CLOSURE ,%IATERIAL SIIA11, C0\4FLY Wflli UL 131 AND NFPA 90A STANDARDS AND HAVE A F*L4,VE SPREAD RAITNIG <25 AND SMOKE' DEVE10PIMEN'T RATING <50 IN ACCORDANCE WITH ASTM E84. 3.5 PROVfflE ACCESS DOORS FOR SMOKE DETECTOR CLEANING, TURNING VANES AND DUCT CLEANING IN ACCORDANCE W11H NFPA 90A, 36 FIRE DAMPERS SHALL BE PROVIDED WHUKEI REIQUILRE1.1) AS SHOWN AND 81JAil, MEFT ALL APPLICABLE UL AND NFPA REQUIREMENTS AND SHALL BE 100% FREE AREA WITH DUCT ACCESS DOOR 1`1310 VID [,"D FOR FlUISYL, LINK, 37 DUCTWORK SHALL BE *-'4 G`,GrE CIALVANTZ.F.D mwi,,TAL, UN1FS;!I3 0'11t.fliRWfSF NOTVD, AND STIkT,L BE INSTALLED PER THT' LATEST EDITION OF 'SMAC.NA"S 11VAC DUCT CONS,) RUCTION &TANDARDS FIBERGLASS DUCT' FOA RD hAAY BE I:SFD IN LUE OF I. fFET METAL AND SIIALL CONFOR'loA TO IIDC 20C4, \ffCILANICAL CODE, IJGFLON 00!34 3 6 INSI'&LI, HVAC YQUIPM111""I' MANUFACTURER'S RECO.V)hFNDATioN,,s. ,mrs REFRIGERATION PIPING SIZE PER MANUFACTURER'S RECOMMENDATL'ONS. EXTEND I" CON DENSATE PIPING FROV ABU'S 110 EX-TE'RiOR FXI'TING LANDSCAPING, 3.9 ALL DUCTWORK S'JZFS ARF. NET INSIDF DIVESSIONS, 01.; �CT` DIMENSIONS SHALL NOT BE RFDTJCF,D UNLESS APPROVED BY THE ENGINEER 3,10 PROVIDE APPROVED SUPPLY AND RETURN AIR DIFFUSERS, GRILLES AND REGISTERS AS SPECIFLED oil APPROVEM EQUALS 3,11 ALL oursir)E AIR AND 1XlLkUST DUCTING SIIAI1 BE GALVANIZED SHEET METAL INSTA.I.11D AS RECOMMENDED BY TIIE LATEST SMACNA STkNDARDS. OUTSIDE AIR DUCT SHALT, BE WRAPPED WIIH APPROVED L" THICK DUCT WRAP INSULATION WITH VAPOR 13AR1,1ZIER INSTAII.ND AS RECOMME'NDED BY THE MANUFACTURER 4.0 AIR CONDITIONING hQUIPALENT 4.1 ALL AHD` UNITS S11A.11, BE PROVIDED WITH APPROVED CONDENSATE DRAINS WITH CONDENSATE PUMPS IF NEEDED, CONDENSATE DRAINS SHAfl BE A MINIMUM OF 3/4" PVC AND WHERE ABOVE CEILING SHALJ, BE INSULATED WIT14 APPROVED 3/4" ELIASTOMERIC PIPE INSULATION. CONDENSATE DRAIN TRAP,,) SHALL BE PROVIDED SIZED PER THE UNITS hLkNUFACTURE'S RECOMMENDATION AND CLEAN CUTS SHALL BE PROVIDED IN ALL DRAIN LINES. ROUTE PIPING BY 13F.,"ST METHOD BUT COORDINATE THE ROU`17''(; WITH THE ARCHIIECT AND GENFR,'L CONTRACTOR. 1.2 "PROVIDE UNISTRIJT SIIPORT kND STRAPS FOR ALL PIPING, 4 3 WHERE, 11NGTI3 OF PIPING RPSULTS IN OVER 2 DEGRE'E FAHRENHEIT PkY,'SSURF DROP PIPING SHALL BE INCREA",E0 IN SIZE PER MANUFACTURER'S RECOMMENDATIONS TO MAINTAIN PIPE ��UOT!Ntl WITIi A Ij ('-i fill € 111 I' PIPF FOR RJ7,FRJGERANT PIFEKG. PROVIDE 3/4" ARWAFLFX ATICN 5 1 lli�G TEMFERAIUR' CONTROL SY'STFIM NO LESS TITAN SPECIFIED, PROVIDE TINIER CONTROL ON ALL AIR IIANDLK,16, TO SPUT t,)OWN 5.2 A11,_ AR SYSTE,13S ,4 [TP A FAN CAPACITY OF 2000 C"M AND OVER AND ALL UNITS S',,�JOVI . NG AREAS CONSIDERED A MEANS) OF EGRESS SHAIL Al'T 0MATICALLY SHUT DIOW24 W1111111 -N, iTIE HEAT 'i 113, SYSTEM EXCEEDS 1,15 DEGREES FARENHEIT, LOCATE THE SMOKE DETF1CIOR IN J'Ifli,' .`SUPPLY TRFAM AND !RETE RN AIII DUCT WHERE SF C'I'ION eo6) 5,3 APPROVED S.MOKF DETECTORS SHALL BE PROVIDED IN THI! SAIFPLY AND RFTURN AIR DUCT'S W/AND AS !R.L,Q)UiEED UN1}ER THE STANDARD '1V11FCITANI0T,C' , 0 f., R, o L) J,J � R As urRERWISE NOTE N 111F, DRAWINGS. COORDINATE THIS INSTALLATION WITH THE ELECTRICAL 1. FROVIDi-] "" R()NJI'l .)i11']IF(7ioIZJ !IN "?11,A)URN AIR) P1J:,N1JI4 13E, R FBC LARCH 2.2 3.5 UPON FINAL CO�AFLETION OF THE AORK PROVIDE A CON(PLETE TPST, A1.1 UST ANF) BAEANCT t, . tIx fV"J' C 1.] ALL V01,Nb �61) Aij-, 1 A WOkK TO E�E 13Y CER PIECE TECHNICIAN'S IN ACCORDANCE WITH THE STANDARDS DEVELOPED BY AABC AND NEBB, 1. Project name/owner AMSPEC 2. Project address 191 Center Street Cape Canaveral, Florida 3. Area in square feet 2,016 square feet 4. Sizing method used AS H RAE/ACCA Stnd. 183 5. Outdoor dry bulb used = 93°F. (1 % col.) 6. Indoor dry bulb = 76°F. D.B. 7. Outdoor wet bulb used 66,1° F. W. B. 8. Grains water (difference) = 6.667 9. Total Sensible gain = 62,378 btuh 10. Total Latent gain = 19,470 btuh 11. Relative humidity = 52.3 % 12. Total cooling required with outside air = 81,848 btuh 13. Total heating required with outside air =17,000 btuh COOLING LOAD Roof North Glass Solar East Glass Solar South Glass Solar West Glass Solar Glass Transmission Wall Gain Lighting Equipment People Sensible People Latent -0- -0- (24 Sq.Ft.)(40 btuh) = 960 btuh (39 Sq.Ft.)(40 btuh) = 1,560 btuh -0- -0- -0- -0- (63 Sq. Ft.) (1. 13 u) (115 deg 1,067 btuh (408 Sq. Ft.)(0- 1 5u)(1 5 deg.) = 918 btuh (1,248 w.)(3.4 btuh) = 4,243 btuh (3,500 w.)(3.4 btuh) = 11,900 btuh (10 ea.) (210 btuh) = 2,100 btuh (10 ea.) (105 btuh) = 1,050 btuh (1) Space Cooling Load = 23,797 btuh Fresh Air Sensible = (10 ea.)(5 cfm)(1.08u)(15 deg.) = 810 btuh Fresh Air Latent = (10 ea.)(5 cfm)(45) = 2,250 btuh Outdoor Air Load = 3,060 btuh Total Cooling Load = 26,857 btuh Existing Unit is a 4.0 ton with nominal capacity of 45,800 btuh. Calculation is based on information taken from the ASHRAE/ACCA Standard 183. SPACE IS NEGITIVE TO THE OUTSIDE PER NFPA 45, CHAPTER 8,,,amu_ TOTAL SPACE HAS 2p016 SQUARE FEET, BASED ON THE 2010 FLORIDA BUILDING CODE - MECHANICAL, TABLE 403.3 UNDER THE HEADING OF OFFICE SPACE IT SHOWS 5 PEOPLE PER 1,000 SQUARE FEET. REFERENCE IS MADE TO EQUATION 4-1. R P + R VbZ P Z a A Z AZ = Zone floor area P Z = Zone population R p = People outdoor air rate Ra = Area outdoor air rate AIR BALANCE SCHEDULE AIR SOURCE TO SPACE FROM SPACE FROM OUTSIDE TO OUTSIDE AIR HANDLER SUPPLY +1p600 CFM I AIR HANDLER RETURN 12"Dia. Galvanized 12"Dia. 1,429 CFM 171 CFM FUME HOOD EXHAUST CL 250 CFM +250 CFM :3 C AIR TOTALS +1p600 CFM Ir 11679 CFM -171 CFM +250 CFM i SPACE IS NEGITIVE TO THE OUTSIDE PER NFPA 45, CHAPTER 8,,,amu_ TOTAL SPACE HAS 2p016 SQUARE FEET, BASED ON THE 2010 FLORIDA BUILDING CODE - MECHANICAL, TABLE 403.3 UNDER THE HEADING OF OFFICE SPACE IT SHOWS 5 PEOPLE PER 1,000 SQUARE FEET. REFERENCE IS MADE TO EQUATION 4-1. R P + R VbZ P Z a A Z AZ = Zone floor area P Z = Zone population R p = People outdoor air rate Ra = Area outdoor air rate VbZ = (5) x (10) + (0.06) x (2,016) VbZ = (50) + (121) VbZ ca 171 CFM I SHEET tQ V DAM M2 I ac 0 06/12/15 I 6"Dia. 2"Dia. Galvanized Galvanized 12"Dia. 12"Dia. Galvanized 12"Dia. VbZ = (5) x (10) + (0.06) x (2,016) VbZ = (50) + (121) VbZ ca 171 CFM I MU0630 Z 'MrZ C6 00 W a (3 5WHGeo z ou rL6�lqo LU UJ05 uffiow iKKrH CLA 7". 0 Z Z 10- SHEET tQ V DAM M2 I ac 0 06/12/15 I SCAM, 1!4"=1'-0" W4J W LE CL 4J :3 C CIO (1) CL (n IN, Z 0 V) Q) 00 Z 0 P: 0 C14 Z 0 0 WV 0 ZI MU0630 Z 'MrZ C6 00 W a (3 5WHGeo z ou rL6�lqo LU UJ05 uffiow iKKrH CLA 7". 0 Z Z 10- SHEET tQ V DAM M2 I ac 0 06/12/15 I SCAM, 1!4"=1'-0" W4J 0 LE CL 4J C (1) CL W .J W P -P.9 ko, M" IFY: JV SHEET CHECKED 13Y: DAM M2 I DIM: 06/12/15 I SCAM, 1!4"=1'-0" ADJACENT TENANT i Air Admittance Devices C.O.11 Not to Scale PLUMBING PLAN Hand Sink U--� 211 2" Floor Sink Indirect Waste 1/411 = 1'-0" Indirect Waste K? Q SHEET T T T T Q 1 W a SCAM 1/410=11-011 w CL /A L 0 C C ZW 01 CL N NNI a. Z Z U Lu a V) 0 U w }V ~_ L U W N� N O Z1 f- o pHuan ZZ s���� �W 0:3 Z-N§p -$ m Oaf U. LY3 Q PUSH oWW W F%S-v�N NO%W Z> -OW N h Z •'"' 0 ro� U o a = ,(Lif w � v n n n n n r �J IIa s MVM BY: RJV SHEET CHECKED BY: DAM p 1 Dnp: U a SCAM 1/410=11-011 w CL /A L 0 C C ZW 01 CL IIa s MVM BY: RJV SHEET CHECKED BY: DAM p 1 Dnp: 06/12/15 SCAM 1/410=11-011