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HomeMy WebLinkAbout1271 W Airport Blvd #17-3713- (a) MechanicalPermit plumber: 7 /_� Folio,Parcel Identification Number:" 02-20-30-300-034A-0000 :Prepared by: Lisa Bellini Return to- Design Enterprises; Inc. PO Box 848, Winter Park, FL 32790-0848 NOTICE OF CONI M CEvMENT a6lu jr T at State of Florida, County of Seminole The undersigned hereby gives_notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of CommencernerlL L Description of property [legal description oftheproperty; and "strcet address ifavailable) 1271 W. Airport Blvd-, Sanford, FL 32773" 2. General description of improvement(s) interior alteration 1 Owner information or Lessee information if the Lessee contracted for the improvement Name: Brio LLC Address: PO Sox 848. Winter Park. FL. 32790 Interest -in Property: Owner. Name and address of fee simple titleholder (if different from Ou-ner listed above) Name: NA Address: Telephone Number: 4. Contractor Name:. Design Entercifises, inc: TelephoneNumber: 407-830-1414 Andress_ PO Box 848 Winter Park FL 32790-0848 5. Surety (if an)) Naive: NA :Address: & Lender (if any) Name: NA .Address: Telephone Number - Telephone Number: 7. Persons within the State of 'Florida designated by Owner -upon whom notices or other or other documents may be served as provided by *713.13 (1)(a) 7, Florida" Statutes. Name: _ Address: Telephone: lumber: In addition to himself or herself" Owner designates the "folio- ing to receive a capy of the Lienor's Notice as provided. in *713.13(1)(h), Florida Statutes. Naive: Address: Telephone Number: E"xpiration date of notice of commencement (the expiration date is one year from the date of recording unless a. different date is specifeti) 6f1512018 W.ARVdNG TO OWNER: ANY P_AY.NfLNTS MADE BY THE OWNER AFTER. THE EXPIRATION OF THE NOME OF COMMENCEMENT ARE CONSIDERED IMPROPER PA:YM0'IS UNi DER- CHAPTER 713. PART 1, SEC T1O'Nl 713.13, FLORIDA. STATUTES, AND CAN RESULT NYOt R- PAYING TiYICE- FOR IMPROVE?v'lL-- 4TS TO YOUR. PROPERTY. A. NOTICE_ OF CON-11VENCE 1 UNI MUST BE R'ECORMD A~`1D POSTED ON T'HE JOB SITE -BEFORE THE. FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING,. CONSULT WITH YOU LENDER OR AN ATTORNEY BErORE comMEticnti,G woR% OR RECokDi1`iG YOUR NOTICE OF COMMENCEMENT, Under pa )ley° of perjury, , declare that 1 have read the foregoing notice of comnienterrient and that the facts stated in.it. are true to est o"' } Iedge.and belief. ature er or L or owner's or Lessee's Authorized Offic�eriDirectorlPartner/Manager Signatory's ' r +� �; The foregoing instrument was acknowledged tieore me this dot of 1 by moi y ear name of person qq as for Ty of a cer. trustee, a omey in fact. Name of party on behalf of whom instrument was executed Sigriatur `otary Public- tate of Florida Print, type o s n T Personalty K own + OR Produced TD Type of ID produced MANEUVERING CLEARANCES AT MANUAL SWINGING DOORS 18" MIN. CENTERED ON TACTILE 5GALE: I/S" =1'-O" HEIGHT OF TACTILE SIGNAGE ROOM NUMBER jh11N. Q I IT A I I FRONT APPROAGH, FRONT APPROACH, PULL 51DE PUSH SIDE .2'-a' 4 t jr4 2'-o � i m GL6 407-688-5150 LATCH APPROACH, LATCH APPROACH, PULL SIDE PUSH SIDE FLORIDA BUILDING CODE 5TH EDITION (2014) EXITING BUILDING GORE TOTAL OGGUPANTS x xxx DETAIL REFERENCE EXIT REQll I REMENTS I HINGE APPROACH, PULL HINGE APPROACH, SIDE PUSH SIDE, 2012 NFPA 101 LIFE SAFETY CODE WITH FLORIDA AMENDMENTS NO. EXITS REQUIRED: � II 2 HINGE APPROACH, PULL SIDE DOOR PROVIDED WffH BOTH CLOSER AND LATCH Q�� IT MIN. t MIN. 100'-0" HINGE APPROACH, FRONT APPROACH, PUSH SIDE, DOOR PUSH SIDE, DOOR PROVIDED WITH PROVIDED WITH BOTH BOTH GL05ER AND GLOSER AND LATCH LATCH DOOR PROVIDED WITH CLOSER I V� MIN. UNISEX TOILET ROOM � I I I LATCH APPROACH, LATCH APPROACH, PULL SIDE, DOOR PUSH SIDE, DOOR PROVIDED WITH PROVIDED WITH CLOSER. CLOSER. DOOR HARDWARE ALL HARDWARE SHALL BE UNLOCKED IN THE DIRECTION OF EGRESS REGARDLESS OF OTHER LOCK FUNCTIONS. ALL DOOR HARDWARE SHALL BE LEVER TYPE IN COMPLIANCE WITH ADA AND FLORIDA BUILDING CODE. LOCATION OF TACTILE SIGNAGE L JxG F 18" MIN. CENTERED ON TACTILE GHARAGTER5 HEIGHT OF TACTILE SIGNAGE ROOM NUMBER O INTERIOR DOOR NUMBER A WINDOW TYPE ® KEY NOTE ------� �F 3Z ELEV. 20'-0" A.F.F. 5GALE: I/8" =1'-O" SYMBOLS CITY OF SANFORD 1 �NORTr1 OFFICE ROOM NAME I o I- ROOM NUMBER O INTERIOR DOOR NUMBER A WINDOW TYPE ® KEY NOTE ------� HALL SECTION ELEV. 20'-0" A.F.F. ELEVATION HEIGHT GL6 407-688-5150 UNISEX TOILET ROOM 102: 52 SF QOD INTERIOR ELEVATION FLORIDA BUILDING CODE 5TH EDITION (2014) EXITING BUILDING GORE TOTAL OGGUPANTS x xxx DETAIL REFERENCE I MCI :4'111il III! V I I � I [P91 1271 WEST AIRPORT BLVD. SANFORD, FLORIDA 32773 GENERAL PROJECT NOTES A) THE CONTRACTOR SHALL VERIFY AND CONFIRM ALL FIELD CONDITIONS AND DIMENSIONS PRIOR TO GOMMENGING ANY WORK AND SHALL BE RESPONSIBLE FOR ALL WORK AND MATERIALS, INCLUDING THOSE FURNISHED BY SUBCONTRACTORS. B) THE CONTRACTOR SHALL REPORT ANY APPARENT CONFLICTS, INCONSISTENCIES, OR ERRORS THAT HE MAY DISCOVER TO THE ARCHITECT IMMEDIATELY. THE GONTRAGTOR SHALL BE RESPONSIBLE FOR GORREGTING ANY KNOWN GONFLIGT, INCONSISTENCY OR ERROR WHIGH HAS NOT BEEN BROUGHT TO THE ATTENTION OF THE ARCHITECT IMMEDIATELY UPON DISCOVERY. ASSESSMENT OF APPARENT PROBLEMS AND THE MEANS BY HHIGH THEY GAN BE CORRECTED SHALL BE COORDINATED, REVIEWED AND APPROVED BY THE ARCHITEGT BEFORE ANY GORRE(f,TIVE ACTION TAKES PLACE. G) IT SHALL BE THE RESPONSIBILITY OF THE GONTRAGTOR TO LOCATE ALL EXISTING UTILITIES, WHETHER 5HOHN HEREIN OR NOT, AND TO PROTECT THEM FROM DAMAGE. THE GONTRAG"FOR SHALL BEAR ALL EXPENSES FOR REPAIR OR REPLACEMENT OF UTILITIES OR OTHER PROPERTY DAMAGED BY OPERATIONS IN GONJUNGTION WITH THE EXECUTION OF UTILITIES WORK. ALL UNUSED UTILITIES SHALL BE "TERMINATED AND GAPPED IN ACCORDANCE HITH LOCAL RESTRICTIONS. D) APPROVED PLANS SHALL BE KEPT IN BOX AND SHALL NOT BE USED BY WORKMEN. ALL CONSTRUCTION SETS SHALL REFLECT THE SAME INFORMATION AND THE GENERAL CONTRACTOR SHALL MAINTAIN IN GOOD CONDITION, ONE COMPLETE SET OF PLANS WITH ALL REVISIONS, ADDENDA AND CHANGE ORDERS ON THE PROJECT AT ALL TIMES. THESE ARE "TO BE UNDER THE CARE OF THE JOB SUPERINTENDENT. E) THE GONTRAGTOR SHALL TAKE ALL NEGE55ARY PRECAUTIONS TO ENSURE THE SAFETY OF THE Or.GUPANTS AND WORKERS AT ALL TIMES. F) "THE CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL REPLACE OR -REMEDY ANY FAULTY, IMPROPER OR INFERIOR MATERIALS OR HORKMAN5HIP WHICH SHALL APPEAR WITHIN (1) YEAR AFTER COMPLETION AND AGGEPTANGE OF THE WORK UNDER THI5 CONTRACT. G) ALL HORK AND MATERIAL5 SHALL COMPLY WITH THE REQUIREMENTS OF ALL FEDERAL, STATE, LOGAL, OSHA CODES AND REGULATIONS AND LOCAL -RESTRICTIONS, INGLUDING THE NFPA 101 LIFE SAFETY CODE AND THE FLORIDA ACCESSIBILITY CODE. H) "THE CONTRACTOR SHALL OBTAIN AND BEAR THE COSTS FOR ANY AND ALL PERMITS, INSPECTIONS, TESTS AND GERTIFIGATION5 THAT ARE REG2UIRED. 1) THE CONTRACTOR SHALL PERFORM 5UGH DEMOLITION AND CONSTRUCTION AS -REQUIRED, $ PATGH/REPAIR IN A FIRST GLASS MANNER. WHERE NEW CONSTRUCTION ADJOINS EXISTING, FINISHED SURFACES SHALL BE PATCHED AND REPAIRED TO MATCH EXISTING IN A FIRST GLA55 MANNER. ALL DEBRIS SHALL BE REMOVED FROM THE PREMISES BY A -RESPONSIBLE 5UBGONTRAGTOR AND ALL AREAS SHALL BE LEFT IN GLEAN CONDITION AT ALL TIMES. ALL UNSALVAGEABLE MATERIALS REMOVED BY THE DEMOLITION ARE TO BE DISPOSED OF BY THE CONTRACTOR OFF THE PROJECT SITE IN ACCORDANCE WITH LOCAL RESTRICTIONS, UNLESS IN5TRUGTED OTHERWISE BY THE LANDLORD. J) THE GONTRAGTOR SHALL ASSURE THAT ALL NEW AND EX15TING ROOF PENETRATIONS IN THE AREAS OF CONSTRUCTION ARE COMPLETELY SEALED AND WATERTIGHT. THE GONTRAGTOR SHALL GOORDINATE ALL ROOF PENETRATIONS, CURBS, AND RELATED WORK WITH THE LANDLORD TO INSURE MAINTENANCE OF THE BUILDING'S EXI5TIN6 ROOF WARRANTY. THE CONTRAGTOR SHALL BE- -RESPONSIBLE E-RESPONSIBLE FOR ANY DAMAGE CAUSED BY HATER INFILTRATION DURING CONSTRUCTION AND SHALL REPAIR OR REPLACE DAMAGED ITEMS AS REQUIRED. K) ELECTRICAL GONTRAGTOR SHALL REMOVE ALL ELECTRICAL AND COMMUNICATIONS HIRING RESULTING FROM DEMOLITION AND RESTORE AS 'REQUIRED FOR NEW SPACE CONFIGURATION. L) ELECTRICAL CONTRACTOR SHALL WIRE ALL POWER AND LIGHTING COMPONENTS IN COMPLIANCE WITH CURRENT NEC, AND STATE OF FLORIDA GODE5. CONTRACTOR SHALL VERIFY AND CONFIRM ALL ELEGTRIGAL`REGUIREMENT5 WITH THE TENANT AND LANDLORD PRIOR "TO INSTALLATION. M) NOT USED. N) AN AUTOMATIG FIRE SPRINKLER SYSTEM CURRENTLY EXISTS FOR THI5 5PAGE. SPRINKLER HEADS ARE TO BE RELOCATED AND/OR ADDED AS REG2UIRED FOR THE NEW SPACE CONFIGURATION. CONTRACTOR SHALL VERIFY AND CONFIRM THAT THE EXISTING SPRINKLER SYSTEM MEETS AND MAINTAINS CONFORMANCE TO APPLICABLE NFPA AND LOCAL CODE REOUIREMENT5. CERTIFIED FIRE SPRINKLER GONTRAGTOR SHALL SUBMIT SHOP DRAWINGS AND SECURE ALL APPROVALS AS -REG2U I RED. 0) THE G.G. SHALL CONFIRM THAT EXISTING / NEW FIRE EXTINGUISHERS MEET NFPA 10 CODE REQUIREMENTS AND ARE FULLY CHARGED. TRAVEL DISTANCE TO ANY EXTINGUISHER SHALL NOT EXCEED 75 FEET. P) LIGHT FIXTURES SUPPORTED BY CEILING GRID SHALL BE SUPPORTED AS PER FIELD TECHNICAL INFORMATION # 40. LIGHT FIXTURES WEIGHING LE55 THAN 10 POUNDS SHALL HAVE ONE 12 GAGE HANGERHIRE CONNECTED FROM THE FIXTURE TO THE STRUCTURE ABOVE. LIGHT FIXTURES WEIGHING MORE THAN 10 POUNDS SHALL HAVE TWO 12 GAGE HIRES ATTACHED AT OPPO51N6 CORNERS OF THE LIGHT FIXTURE. 0) INSTALLATION OF PORTABLE FIRE EXTINGUISHERS SHALL BE CONSPICUOUSLY LOGATED AND READILY AGGE551BLE. THE TOP OF THE EXTINGUISHER SHALL NOT BE MORE THAN 5 FEET ABOVE THE FLOOR AND THE BOTTOM OF THE EXTINGUISHER SHALL NOT BE LE55 THAN 4 INCHES ABOVE THE FLOOR. R) ALL DOOR HARDWARE TO MEET STATE OF FLORIDA d ADA CODE REOUIREMENT5. COORDINATE LOGATION5 OF LOGKING HARDWARE AND KEYING REQUIREMENTS WITH THE TENANT AND LANDLORD. 5) ALL PLAN DIMENSIONS ARE TAKEN FROM THE FACE OF EXISTING FINISHED HALL AND PARTITIONS TO THE FACE OF STUDS OR GMU FOR NEW HALLS AND PARTITIONS UNLESS NOTED OTHERWISE. DIMENSIONS HHIGH INCLUDE THE "CLEAR" DESIGNATION INDICATE MINIMUM CLEARANCES REQUIRED BETWEEN SURFAGE5 / FINISHES. THE ARGHITEGT SHOULD BE NOTIFIED IMMEDIATELY IF ANY OF THESE DIMENSIONS ARE FOUND TO BE DIFFERENT FROM THOSE INDICATED. F) A FIRE ALARM NOTIFICATION DEVICE SHALL BE INSTALLED IN ACCORDANCE HITH LOCAL CODE -REOUFREMENT5. U) NOT USED. V) NOT USED, H) THE GONTRAGTOR SHALL GLEAN THE ENTIRE JOB SITE UPON COMPLETION OF CONSTRUCTION. THI5 INCLUDES THE GLEANING OF HINDOH5/ WINDOW FRAMING AND REMOVAL OF ALL TAPE AND LABELS. VINYL GOMPOSITION "TILE FL OURS SHALL BE SEALED / WAXED AND CARPETED AREAS VACUUMED AND ANY HAREHOU5E AREAS SWEPT GLEAN. ALL CON5TRUGTION DIRT AND DEBRIS 15 TO BE REMOVED FROM THE GON5TRUGTION AREA. X) NOT USED. Y) GYPSUM WALL BOARD SHALL BE INSTALLED WITH ALL CORNER BEADS, TRIM, AGGE55ORIES, MOLDINGS, ETG., AS REGUIRED FOR COMPLETION, TAPED AND SANDED READY FOR PAINT BY DRYWALL CONTRACTOR. ALL WORK WILL BE PERFORMED IN ACCORDANCE WITH U.S. GYPSUM STANDARDS. Z) SILICONE CAULK SHALL BE USED AT THE FOLLOWING LOCATIONS: INCLUDING BUT NOT LIMITED TO -METAL DOOR FRAME AND WALL CONNECTION. -CONDUIT AND PIPE PENETRATIONS AT kgALL5 AND CEILING. -JUNCTION OF MILLWORK (CABINET, SHELVES) AND ADJACENT. AA) ALL WOOD IN GONTAGT WITH MA50NRY SHALL BE PRESSURE TREATED. BB) ALL WORK SHALL BE PERFORMED TO THE HIGHEST INDUSTRY STANDARDS FOR QUALITY WORKMANSHIP, ALL MATERIALS SHALL BE INSTALLED IN STRICT AGGORDANGE WITH THE MANUFACTURES INSTRUCTIONS AND RECOMMENDATIONS. MATERIALS AND METHODS SHALL CONFORM TO APPROPRIATE NATIONAL "TRADE PUBLICATIONS. CODE DATA CITY OF SANFORD 1 �NORTr1 TYPE OF GON5TRUGTION: TYPE IIB CLASSIFICATION OF WORK: ALTERATION - LEVEL 2 FIRE SPRINKLER: YES FIRE ALARM: LIMITED (SEE GENERAL PROJECT NOTE T) ABOVE) OGGUPANGY GLASSIFIGATION; GROUP 5-1 STORAGE GROSS AREA: 2,000 SF NUMBER OF STORIES: I TITLE EGRESS REQUIREMENTS BLDG 4 - 1271 HEST AIRPORT BLVD. OGGUFANGl' REaU I REMENTS SANFORD, FL 32771 USE/AREA AREA 5F. SF./PER PERSON OCCUPANTS UL DETAILS WAREHOUSE 101: I,g48 SF 500 GROSS 4 407-688-5150 UNISEX TOILET ROOM 102: 52 SF 100 GROSS 1 FLORIDA BUILDING CODE 5TH EDITION (2014) EXITING BUILDING GORE TOTAL OGGUPANTS 5 PLUMBING CODE: EXIT REQll I REMENTS ELEGTRIGAL CODE: 2011 NATIONAL ELECTRIC CODE REQUIRED PROVIDED 2012 NFPA 101 LIFE SAFETY CODE WITH FLORIDA AMENDMENTS NO. EXITS REQUIRED: 2 2 FLORIDA BUILDING CODE 5TH EDITION (2014) ACCESSIBILITY MAX, ALLOWABLE TRAVEL DISTANCE WITH SPRINKLER SYSTEM: 250'-0" MAX. ALLOWABLE COMMON PATH OF TRAVEL WITH SPRINKLER SYSTEM: 100'-0" EXIT GAPAGITY AT EACH 36" WIDE EXIT DOOR: (35" GLEAR) 175 PERSONS PLUMBING FIXTURE REQUIREMENTS PLUMBING FIXTURES HATER GL05E"T LAVATORY DRINKING FOUNTAIN SERVICE SINK I UNISEX TOILET ROOM I I * DRINKING FOUNTAIN NOT REQUIRED WITH AN OCCUPANT LOAD OF 15 OR FEWER. 46 SITE _ NTH vq n AIRPORT BLVD 417 GREENHAY LAKE MARY BLVD. SITE LOCATION PLAN LEGAL DESCRIPTION 5EG 02 THP 205 ROE 50E H 1/2 OF H 1/2 LYING NELY OF SR 41-1 4 5WL f OF AIRPORT BLVD 4 5 OF OLD LAKE MARY RD (LE55 GSX RR RM IN NW 1/4 5H OF AIRPORT BLVD 4 LESS THAT PART OF LOT 45 LYING SHLY OF AIRPORT BLVD AVONDALE PB 3 PG 94) SCOPE OF WORK THE LANDLORD 15 PROPOSING TO CONSTRUCT THI5 SPACE FOR LEASING TO SEMINOLE GOUN"TY EMERGENGY MANAGEMENT FOR DEAD STORAGE OF EMERGENCY SUPPLIES. THE WORK INCLUDES CONSTRUCTION OF AN ACCESSIBLE TOILET ROOM, AND A ONE-HOUR TENANT SEPARATION PARTITION. AGENCY CONTACTS 4 � � t � 'sA ger 't.� •', FUTURE BUILDING I TENANT LOCATION PLAN l^ BUILDING DEPT: CITY OF SANFORD 1 �NORTr1 SHEET TITLE 300 N. PARK AVENUE BLDG 4 - 1271 HEST AIRPORT BLVD. TITLE SHEET SANFORD, FL 32771 A1.2 407-688-5150 ZONING DEPT: SEMINOLE COUNTY - PLANNING 4 DEVELOPMENT UL DETAILS 300 N. PARK AVENUE AIM" SANFORD, FL 32771 407-688-5150 CODE JURISDICTION BUILDING CODE: FLORIDA BUILDING GODS 5TH EDITION (2014) BUILDING REFLECTED GE I L I NG PLAN FLORIDA BUILDING CODE 5TH EDITION (2014) EXITING BUILDING GORE MEGHANIGAL CODE: FLORIDA BUILDING CODE 5TH EDITION (2014) MECHANICAL GODE PLUMBING CODE: FLORIDA BUILDING CODE 5TH EDITION (2014) PLUMBING CODE ELEGTRIGAL CODE: 2011 NATIONAL ELECTRIC CODE FIRE CODE: FLORIDA FIRE PREVENTION CODE 5TH EDITION 2012 NFPA 101 LIFE SAFETY CODE WITH FLORIDA AMENDMENTS 2012 NFPA I UNIFORM FIRE CODE WITH FLORIDA AMENDMENTS ACCESSIBILITY CODE: FLORIDA BUILDING CODE 5TH EDITION (2014) ACCESSIBILITY INDEX TO DRAWINGS ARCHITECTURAL RE\/ISION SHEET TITLE AI.I TITLE SHEET A1.2 UL DETAILS A1.3 UL DETAILS AIM" UL DETAILS A2.I LIFE SAFETY PLAN, FLOOR PLAN,DOOR SGHEDULE, 4 FINISH SGHEDULE A2.2 REFLECTED GE I L I NG PLAN A5.1 ENLARGED TOILET ROOM PLAN 4 WALL SEGTI ONS _r33N�G -DIVISION A PERMI Fl:;<.UED ;HAIJ_ BE CONSTRUED TO BE A LID:_ -N, r "FO FIROGE'ED WTH 'EHE WOW AND NOT AS AU FHOPIT`( fO Viol -ATE, CANCEL ALTF:-R OFl SFT A SICjE. ANI' :71" I'HE P!IVIOVISION:3 OF -THS. T_Ct*II: AL ;;(j17E;:, f+iC)R iii `..l..L. ISSI_JiHNCF_ OF A PERMIT PREVF�i•:T THL B3 JIL.011\16 OFFICIAL. FFIOM TI-!EFIFAFTFFi F1E_QUIRI(`,IG A { O'i ;-UE(; TION OF E RFiORS IN PLANS, ;UC: I"IT:) V Oft VIOL.mIONs OF THIS CODE 110Z 6 1 030 •,; DESIGN THREE ASSOCIATES 815 ORIENTA AVE. SUITE 1080 ALTAMONTE SPRINGS, FL 32701 (407) 834-2444 AAP0004u2 PROJECT: NO: 17032 SEMINOLE COUNTY EMERGENCY MANAGEMENT 4+12x'1 BRIO BUSINESS CENTER BUILDING NO.4 1271 AIRPORT BL VD. SANFORD, FLORIDA 32773 IHgI 11117. n A'rC. CCPYRICHF (D 2017 - DESIGN THREE ASSOCIATES RESERVES ALL RICHIS FOR WHICH THESE UOCUMENIS WERE ORIGINALLY CREAIED, EVOLVED ARID DEVELOPED. REPRODUCTIONS, CHANCES OR ASSIGNMENTS ARE PROHIBRED WITHOUT WRITTEN PERMISSION FROM DESIGN THREE ASSOCIATES. SHEET: A1.1 _bT Design No. U419 BXUV.U419 Fire -resistance Ratings - ANSI/UL 263 Pacle Bottom Design/System/Construction/Assembly Usage Disclaimer . - Authorities Having Jurisdiction should be consulted in all cases as to the particular requirements covering the Installation and use of UL Certified products, equipment, system, devices, and materials. - Authorities Having Jurisdiction should be consulted before construction. - Fire resistance assemblies and products are developed by the design submitter and have been investigated by UL for compliance with applicable requirements. The published information cannot always address every construction nuance encountered in the field. When field issues arise, It Is recommended the first contact for assistance be the technical service staff provided by the product manufacturer noted for the design. Users of fire resistance assemblies are advised to consult the general Guide Information for each product category and each group of assemblies. The Guide Information includes specifics concerning alternate materials and alternate methods of construction. - Only products which bear UL's Mark are considered Certified. — ___,_=,____._._ ...... .... __.__. .._.. BXUV - Fire Resistance Ratings - ANSI/UL 263 BXUV7 - Fire Resistance Ratings - CAN/ULC--5101. Certified for Canada See General Information for Fire -resistance Ratinos - ANSI/UL 263 See General Information for Fire Resistance Ratings - CAN/ULC-S101 Certified for Canada Design No. 0419 May 28, 2015 Nonbearing Wall Ratings — 1, 2, 3 or 4 Hr (See Items 4 & 5 through SK) * Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. 1. Floor and Ceiling Runners — (Not shown) — For use with Iters 2 - Channel shaped, fabricated from min 25 MSG corrosion -protected steel, ruin depth to accommodate stud size, with ruin 1-1/4 in. long legs, attached to floor and ceiling with fasteners 24 in. OC max, IA. Framing Members* - Floor and Ceiling Runner — Not shown - In lieu of Item 1 — For use with Iters 28, proprietary channel shaped runners, 3-5/8 in. deep attached to floor and ceiling with fasteners 24 in. OC max. CALIFORNIA EXPANDED METAL PRODUCTS CO — Viper251" Track CRACO MFG INC — SmartTrack25T" MARINO/WARE, DIV OF WARE INDUSTRIES INC — Viper251"' Track PHILLIPS MFG CO L L C — Viper251" Track 113. Framing Members* - Floor and Ceiling Runner — Not shown - In lieu of Item 1 — For use with Iters 2C, proprietary channel shaped runners, 1-1/4 in. wide by 3-5/8 in, deep fabricated from min 0.020 in, thick gale steel, attached to floor and ceiling with fasteners spaced 24 in. OC max. CALIFORNIA EXPANDED METAL PRODUCTS CO — Viper20T" Track MARINO/WARE, DIV OF WARE INDUSTRIES INC — Viper20T" Track PHILLIPS MFG CO L L C — Viper2011' Track 1C. Framing Members*— Floor and Ceiling Runners — (Not shown) — In lieu of Item .1 - Channel shaped, attached to floor and ceiling with fasteners 24 in. OC. rnax. ALLSTEEL & GYPSUM PRODUCTS INC — Type SUPREME Framing System CONSOLIDATED FABRICATORS CORP, BUILDING PRODUCTS DIV —'Type SUPREME Framing System QUAIL RUN BUILDING MATERIALS INC —'Type SUPREME Framing System SCAFCO STEEL STUD MANUFACTURING CO — Type SUPREME Framing System STEEL CONSTRUCTION SYSTEMS INC — Type SUPREME Framing System UNITED METAL PRODUCTS INC —,Type SUPREME Framing System 1D, Floor anti Ceiling Runners — (Not shown)—For use with Item 2A- Channel shaped, fabricated from min 20 MSG corrosion -protected or gaiv steel, min depth to accommodate stud size, with min 1 in, long legs, attached to floor and ceiling with fasteners spaced max 24 in. OC. 1E. Framing Members*— Floor and Ceiling Runners — (Not shown, As an alternate to Item 1) — For use with Items 2E, 5F or SG or 51 only, channel shaped, fabricated from ruin. 0.015 in. (min bare metal thickness) galvanized steel, attached to floor and ceiling with fasteners 24 In. OC. max. CLARKDIETRICH BUILDING SYSTEMS — CD PrOTRAK DMFCWBS L L C — ProTRAK MBA METAL FRAMING — PrOTRAK RAM SALES L L C — Ram ProTRAK STEEL STRUCTURAL PRODUCTS L L C — Tri -S ProTRAK 1F, Framing Members* - Floor and Ceiling Runner — Not shown - In lieu of Item 1 — For use with Iters 2F, - proprietary channel shaped runners, minimum width to accommodate stud size, with 1- 1/8 in. long legs fabricated from min 0.015 in. (rain bare metal thickness) gaiv steel, attached to floor and ceiling with fasteners spaced 24 in, OC max. SUPER STUD BUILDING PRODUCTS — The Edge 1G. Framing Members-' - Floor and Ceiling Runner — For use with Item 2G, proprietary channel shaped runners, minimurn width to accommodate stud size attached to floor and ceiling with fasteners 24 in. OC max. STUDCO BUILDING SYSTEMS — CROCSTUD Track 1H. Floor and Ceiling Runners — (Not shown) — Channel shaped, fabricated from min 0.02 in. galv steel, min width to accommodate stud size, with min 1 in. long legs, for use with studs specified below and fabricated from min 0.02 in. gaiv steel or thicker, attached to floor and ceiling with fasteners spaced max 24 in. OC. MARINO/WARE, DIV OF WARE INDUSTRIES INC — Viper20T" -Track VTI00. 11. Framing Members 4;— Floor and Ceiling Runners — (Not shown, As an alternate to Item I) — For use with Items 2H, channel shaped, fabricated from min. 0.015 in. (min bare metal thickness) galvanized steel, attached to floor and ceiling with fasteners 24 in. OC, max. TELLING INDUSTRIES L L C — TRUE -TRACK'"' 1J. Framing Members* - Floor and Ceiling Runner — Not shown - In lieu of Item 1 — For use with Item 21, proprietary channel shaped runners, 3-5/8 in, deep attached to floor and ceiling with fasteners 24 in. OC max, TELLING INDUSTRIES L L C — Viper251" Track 1K. Framing Members* - Floor and Ceiling Runner -- Not shown - In lieu of Item I — For use with Item 2J, proprietary channel shaped runners, 1-1/4 in, wide by 3-5/8 in, deep fabricated from min 0.020 in. thick galv steel, attached to floor and ceiling with fasteners spaced 24 in. OC max. . TELLING INDUSTRIES L L C — Vlper20T" "Track 2. Steel Studs — Channel shaped, fabricated from ruin 25 MSG corrosion -protected steel, min depth as indicated under Item 5, spaced a rnax of 24 in. OC. Studs to be cut 3/8 to 3/4 in, less than assembly height. 2A. Steel Studs — (As an alternate to Item 2, For use with Items 58, 5E, 5H, 5J and 5K) Channel shaped, fabricated from min 20 MSG corrosion -protected or gale steel, 3-1/2 in. min depth, spaced a rnax of 16 In. OC. Studs friction -fit into floor and ceiling runners. Studs to be cut 5/8 to 3/4 in. less than assembly height. 2. Framing Members* - Steel Studs — (As an alternate to Item 2, For use with Items 5C, 5I or 5K) - Proprietary channel shaped studs, 3-5/8 in. deep spaced a max of 2,1. in. OC. Studs to be cut 3/4 in less than the assembly height and installed with a 1/2 in. gap between the end of the stud and track at the bottom of the wall. For direct attachment of gypsum board only. CALIFORNIA EXPANDED METAL PRODUCTS CO — Viper251" CRACO MFG INC — SmartStud25T" MARINO/WARE, DIV OF WARE INDUSTRIES INC — Viper -25" PHILLIPS MFG CO L L C — Viper25T" 2C. Frarning Members`" - Steel Studs — Not shown - In lieu of Item 2 — proprietary channel shaped steel studs, min depth as Indicated under Itern 5, spaced a rnax if 24 in. OC, fabricated from ruin 0.020 in. thick gaiv steel. Studs cut 3/8 in. to 3/4 In, less in lengths than assembly heights. CALIFORNIA EXPANDED METAL PRODUCTS CO — Viper201" MARINO/WARE, DIV OF WARE INDUSTRIES INC — Viper20T" PHILLIPS MFG CO L L C — Viper20TM 2D. Framing Mernbers*— Steel Studs — In lieu of Iters 2 - Channel shaped studs, min depth as indicated under Item 5, spaced a max of 24 in. OC. Studs to be cut 3/4 in. less than assembly height. ALLSTEEL & GYPSUM PRODUCTS INC —'Type SUPREME Framing System CONSOLIDATED FABRICATORS CORP, BUILDING PRODUCTS DIV — Type SUPREME Framing System QUAIL RUN BUILDING MATERIALS INC — "Type SUPREME Framing System SCAFCO STEEL STUD MANUFACTURING CO — Type SUPREME Framing System STEEL CONSTRUCTION SYSTEMS INC — Type SUPREME Framing System UNITED METAL PRODUCTS INC —,Type SUPREME Framing System 2E. Framing Members`*— Steel Studs — (Not shown, As an alternate to Item 2) —For use with Items 5F or 5G or 5I or 5K only, channel shaped studs, rain depth as indicated under Item 5F, 5G or 5I, fabricated from min. 0.015 in. (min bare metal thickness) galvanized steel, spaced a max of 24 in. OC. Studs to be cut 3/4 in. less than assembly height. CLARKDIETRICH BUILDING SYSTEMS — CD ProSTUD DMFCWBS L L C — ProSTUD MBA METAL FRAMING — ProsTUD RAM SALES L L C — Ram ProSTUD STEEL STRUCTURAL PRODUCTS L L C — Tri -S Proi'TUD 2F. Framing Members* - Steel Studs — Not shown - In lieu of Itern 2 — proprietary channel shaped steel studs, minimurn width indicated under Iters 5, 1-1/4 in. deep fabricated from min 0.015 in. (min bare metal thickness) galvanized steel. Studs 3/8 in. to 3/4 in. less in lengths than assembly heights. SUPER STUD BUILDING PRODUCTS — The Edge 2G. Framing Members* - Steel Studs — Not shown - In lieu of Item 2 - proprietary channel shaped studs, minimum width indicated under Item 5, Studs to be cut 3/8 to 3/4 in less than the assembly height. STUDCO BUILDING SYSTEMS — CROCSTUD 2H. Framing Members*— Steel Studs — (Not shown, As an alternate to Item 2) — Fabricated from min. 0.015 in. (min bare metal thickness) galvanized steel, spaced a max of 24 in. OC. Studs to be cut 3/4 in. less than assembly height. TELLING INDUSTRIES L L C — TRUE -STUD ­ 21. Framing Members* - Steel Studs — (As an alternate to Item 2, For use with Items 5C or 5L or 5K) - Proprietary channel shaped studs, 3-5/8 in. deep spaced a max of 24 in. OC. Studs to be cut 3/4 In less than the assembly height and Installed with a V in. gap between the end of the stud and track at the buttom of the wall. For direct attachment of gypsum board only. TELLING INDUSTRIES L L C — Viper25T1'' 2J, Framing Members* - Metal Studs — Not shown - In lieu of Item 2 — proprietary channel shaped steel studs, min depth as indicated under Iters 5, spaced a max if 24I in. OC, fabricated from min 0.020 in. thick gaiv steel. Studs rut 3/8 In. to 3/4 in. less in lengths than assernbly heights TELLING INDUSTRIES L L C — Viper201' 2K. Framing Members*— Steel Studs — As an alternate to Iters 2 - For use with Item 1, channel shaped studs, fabricated from min 25 MSG corrosion -protected steel, rain depth as indicated under Item 5, spaced a max of 24 in. OC. Studs to be cut 3/8 to 3/4 in. less than assembly height, EB M6TAL INC — EB Stud 2L. Framing Members* — Steel Studs — As an alternate to Item 2 - For use with Iters 1, channel shaped studs, fabricated from min 25 MSG corrosion -protected steel, min depth as indicated under Item 5, spaced a max of 24 in. OC. Studs to be cut 3/8 to 3/4 In. less than assembly height. OLMAR SUPPLY INC — PRIMESTUD 2M. Framing Members* — Steel Studs — As an alternate to Item 2 - For use with Item 1, channel shaped studs, fabricated from rnln 25 MSG corrosion -protected steel, ruin depth as indicated under Item 5, spaced a rnax of 24 in. OC. Studs to be cut 3/8 to 3/4 in. less than assembly height. MARINO/WARE, DIV OF WARE INDUSTRIES INC — Stud Rite'" 3. Wood Structural Panel Sheathing — (Optional, For use with Item 5 Only,) - (Not Shown) - 4 ft wide, 7/16 in. thick oriented strand board (OSB) or 15/32 In. thick structural I sheathing (plywood) complying with DOC PSI or PS2, or APA Standard PRP -108, manufactured with exterior glue, applied horizontally or vertically to the steel studs. Vertical joints centered on studs, and staggered one stud space from wallboard joints. Attached to studs with flat" -head self -drilling tapping screws with a min. head diam. of 0.292 in. at maximum 6 in, OC. in the perimeter and 12 in. OC, in the field. When used, fastener lengths for gypsum panels increased by min. 1/2 in. 4. Batts and Blankets* — (Required as Indicated under Item 5) — Mineral wool batts, friction fitted between studs and runners. Min nonT thickness as Indicated under Item 5. See Batts and Blankets (BKNV or BZJZ) Categories for names of Classified companies. 4A. Batts and Blankets* — (Optional) — Placed in stud cavities, any glass fiber or mineral wool insulation bearing the UL Classification Ivlarking as to Surface Burning Characteristics and/or Fire Resistance. See Batts and Blankets (BKNV or BZJZ) Categories for names of Classified companies. 4B. Batts and Blankets* — For use with [tem 5K. Placed in stud cavities, any min. 3-1/2 in. thick glass fiber Insulation bearing the UL Classification Marking as to Surface Burning Characteristics and/or Fire Resistance, See Batts and Blankets (BKNV or BZJZ) Categories for narnes of Classified companies. 5, Gypsum Board* — Gypsum panels with beveled, square or tapered edges, applied vertically or horizontally. Vertical joints centered over studs and staggered one stud cavity on opposite sides of studs. Vertical joints in adjacent layers (multilayer systerns) staggered one stud cavity. Horizontal joints need not be backed by steel framing. Horizontal edge joints and horizontal butt joints on opposite sides of studs need not be staggered. Horizontal edge joints and horizontal butt joints in adjacent layers (multilayer systems) staggered a min of 12 in. 'The thickness and number of layers for the 1 hr, 2 hr, 3 hr and 4 hr ratings are as follows: Gypsum Board Protection on Each Side of Wall CGC INC — 1/2 in. thick Type C, IP -X2 or IPC -AR; WRC, 5/8 in. thick *Type AR, C, IP -AR, IP -X1, IP -X2, IPC -AR, SCX, SHX, WRX or WRC; 3/4 in. thick Types IP -X3 or UL'rRACODE UNITED STATES GYPSUM CO — 1/2 in. thick Type C, IP -X2., IPG -AR or WRC; 5/8 In. thick'rype SCX, SGX, SFIX, WRX, IP -XI, AR, C, WRC, FRX-G, IP -AR, IP -X2, IPC -AR ; 3/4 in. thick Types [P -X3 or ULTRACODE USG MEXICO S A DE C V — .1/2 in. thick Type C, IP -X2, IPC -AR or WRC; 5/8 in. thick "Type AR, C, IP -AR, IP -XI, IP -X2, IPC -AR, SCX, SHX, WRX, WRC or; 3/4 in, thick Types IP -X3 or ULTRACODE When Iters 713, Steel Framing Members*, is used, Nonbearing Wall Rating Is limited to 1 Fir. Min. stud depth is 3-1/2 in., min, thickness of insulation (Item 4) is 3 in., and two layers of gypsum board panels (1/2 in. or 5/8 in. thick) shall be attached to furring channels as described in Item 6, One layer of gypsum board panels (1/2 in. or 5/8 in. thick) attached to opposite side of stud without furring channels as describes[ in Iters 6. 5A. Gypsum Board* — (As an alternate to Item 5) — 5/8 in. thick, 24 to S4 in. wide, applied horizontally as the outer layer to one side of the assembly. Secured as described in Iters 6. CGC INC —'Type SHX. UNITED STATES GYPSUM CO —'Type FRX-G, SHX. USG MEXICO S A DE C V — Type SHX. 5B. Gypsurn Board* — (Not Shown) - As an alternate to Item 5 when used as the base layer an one or both sides of wall when 5/8 in or 3/4 in, thick products are specified. For direct attachment only to steel studs Item 2A, (not to be used with Itern 3) - Nom 5/8 in. or 3/4 in. may be used as alternate to all 5/8 in. or 3/4 in. shown in Iters 5, Wallboard Protection on Each Side of Wall table. Nom 5/8 in. or 3A in. thick lead backed gypsum panels with beveled, square or tapered edges, applied vertically, Vertical joints centered over studs and staggered min 1 stud cavity on opposite sides of studs. Gypsum board secured to 20 MSG steel studs Item 2A with 1-1/4 in. long -Type S-12 steel screws spaced 8 in. OC at perimeter and 12 in. OC in the field. 'To be used with Lead Batten Strips (see Item 11) or Lead Discs or Tabs (see Iters 12). RAY -BAR ENGINEERING CORP — Type RB-LBG 5C. Gypsum Board* — (For Use With Item 26) Rating Limited to I Hour. 5/8 in. thick, 48 in, wide, Gypsum panels with beveled, square or tapered edges, applied vertically or horizontally. (Vertical Application) - The gypsum board Is to be installed on each side of the studs with 1 in, long Type S coated steel screws spaced 8 in. OC starting 4 in. from the edge of the board at the vertical edges and 12 in. OC starting 6 in. from the edge of the board at the center of each board. Gypsum boards are to be secured to the top and bottom track with screws spaced 8 in. OC starting 4 in. from the board edge. Fasteners shall not penetrate through both the stud and the track at the same time. Vertical joints are to be centered over studs and staggered one stud cavity on opposite sides of studs. (Horizontal Application) -'The gypsum board is to be installed on each side of the studs with 1 in. long Type S coated steel screws spaced 8 in. OC starting 4 In. frorn the edge or the board at the vertical edges and 12 in. OC starting 6 In. from the edge of the board at the center of each board. Gypsum boards are to be secured to the top and bottom track with screws spaced 8 in. OC starting 4 in. frorn the board edge. Fasteners shall not penetrate through both the stud and the track at the same time. All horizontal joints are to be backed as outlined under section VI of Volume 1 in the Fire Resistive Directory. CGC INC —,Type SCX. UNITED STATES GYPSUM CO — -Type SCX, SGX. USG MEXICO S A DE C V — Type SCX. 5D. Gypsum Board* — (As an alternate to Item 5) — 5/8 In. thick, 48 in. wide, applied vertically or horizontally. Secured as described In Item 6. For use with Items 1 and 2 only. CGC INC — Type USGX. UNITED STATES GYPSUM CO — Type USGX. USG MEXICO S A DE C V — Type USGX. 5E. Gypsum Board* — (Not Shown) - (As an alternate to Item 5 when used as the base layer on one or both sides of wall when 1/2 in. or 5/8 in thick products are specified, For direct attachment only to steel studs Item 2A, not to be used with Iters 3). Nominal 5/8 in. thick lead backed gypsum panels with beveled, square or tapered edges, applied vertically. Vertical joints centered over studs and staggered min 1 stud cavity on opposite sides of studs. Wallboard secured to studs with 1-1/4 in. long Type S-12 (or No. 6 by 1-1/4 in. long bugle head fine driller) steel screws spaced 8 In, OC at perimeter and 12 in. OC in the Field. NEW ENGLAND LEAD BURNING CO INC, DBA NELCO — Nelco 5F, Gypsum Board* — (As an alternate to Iters 5) — For use with Items IE and 2E and limited to 1 Hour Rating only, Gypsurn panels with beveled, square or tapered edges, applied vertically, and fastened to the steel studs with 1 in. long Type S screws spaced 8 in. OC along vertical and bottom edges and 12 in. OC in the field. Vertical joints centered over studs and staggered one stud cavity on opposite sides of studs. Steel stud depth shall be a minimum 3-5/8 in. UNITED STATES GYPSUM CO — 5/8 in. thick Type SCX, SGX, 5G, Gypsum Board* — (As an alternate to Item 5) — For use with Items 1E and 2E only, Gypsum panels with beveled, square or tapered edges, applied vertically or horizontally, as specified in the table below and fastened to the steel studs as described in Item 6. Vertical joints centered over studs and staggered one stud cavity on opposite sides of studs. Vertical joints in adjacent layers (multilayer systems) staggered one stud cavity. Horizontal joints need not be backed by steel framing. Horizontal edge joints and horizontal butt joints on opposite sides of studs need riot be staggered. Horizontal edge joints and horizontal butt joints In adjacent layers (multilayer systems) staggered a min of 12 In. The thickness and number of layers for the 2 hr, 3 hr and 4 hr ratings are as follows: Gypsum Board Protection on Each Side of Wall Min No. of Min Rating, Stud Layers Thkns of Hr Depth, in. & Thkns Insulation Rating, Hr Items 2, 2C, 2D, 2F and 2G of Panel (Item 4) 1 3-1/2 1 layer, 5/8 in. thick Optional 1 2-1/2 1 layer, 1/2 In. thick 1-1/2 in. 1 1-5/8 1 layer, 3/4 in. thick Optional 2 1-5/8 2 layers, 1/2 In, thick Optional 2 1-5/8 2 layers, 5/8 in. thick Optional 2 3-1/2 1 layer, 3/4 in, thick 3 in. 3 1-5/8 3 layers, 1/2 in. thick Optional 3 1-5/8 2 layers, 3/4 in. thick o........, Optional 3 1-5/8 3 layers, 5/8 in, thick Optional 4 1-5/8 4 layers, 5/8 in, thick Optional 4 1-5/8 4 layers, 1/2 in. thick Optional 4 2-1/2 2 layers, 3/4 in. thick 2 in. CGC INC — 1/2 in. thick Type C, IP -X2 or IPC -AR; WRC, 5/8 in. thick *Type AR, C, IP -AR, IP -X1, IP -X2, IPC -AR, SCX, SHX, WRX or WRC; 3/4 in. thick Types IP -X3 or UL'rRACODE UNITED STATES GYPSUM CO — 1/2 in. thick Type C, IP -X2., IPG -AR or WRC; 5/8 In. thick'rype SCX, SGX, SFIX, WRX, IP -XI, AR, C, WRC, FRX-G, IP -AR, IP -X2, IPC -AR ; 3/4 in. thick Types [P -X3 or ULTRACODE USG MEXICO S A DE C V — .1/2 in. thick Type C, IP -X2, IPC -AR or WRC; 5/8 in. thick "Type AR, C, IP -AR, IP -XI, IP -X2, IPC -AR, SCX, SHX, WRX, WRC or; 3/4 in, thick Types IP -X3 or ULTRACODE When Iters 713, Steel Framing Members*, is used, Nonbearing Wall Rating Is limited to 1 Fir. Min. stud depth is 3-1/2 in., min, thickness of insulation (Item 4) is 3 in., and two layers of gypsum board panels (1/2 in. or 5/8 in. thick) shall be attached to furring channels as described in Item 6, One layer of gypsum board panels (1/2 in. or 5/8 in. thick) attached to opposite side of stud without furring channels as describes[ in Iters 6. 5A. Gypsum Board* — (As an alternate to Item 5) — 5/8 in. thick, 24 to S4 in. wide, applied horizontally as the outer layer to one side of the assembly. Secured as described in Iters 6. CGC INC —'Type SHX. UNITED STATES GYPSUM CO —'Type FRX-G, SHX. USG MEXICO S A DE C V — Type SHX. 5B. Gypsurn Board* — (Not Shown) - As an alternate to Item 5 when used as the base layer an one or both sides of wall when 5/8 in or 3/4 in, thick products are specified. For direct attachment only to steel studs Item 2A, (not to be used with Itern 3) - Nom 5/8 in. or 3/4 in. may be used as alternate to all 5/8 in. or 3/4 in. shown in Iters 5, Wallboard Protection on Each Side of Wall table. Nom 5/8 in. or 3A in. thick lead backed gypsum panels with beveled, square or tapered edges, applied vertically, Vertical joints centered over studs and staggered min 1 stud cavity on opposite sides of studs. Gypsum board secured to 20 MSG steel studs Item 2A with 1-1/4 in. long -Type S-12 steel screws spaced 8 in. OC at perimeter and 12 in. OC in the field. 'To be used with Lead Batten Strips (see Item 11) or Lead Discs or Tabs (see Iters 12). RAY -BAR ENGINEERING CORP — Type RB-LBG 5C. Gypsum Board* — (For Use With Item 26) Rating Limited to I Hour. 5/8 in. thick, 48 in, wide, Gypsum panels with beveled, square or tapered edges, applied vertically or horizontally. (Vertical Application) - The gypsum board Is to be installed on each side of the studs with 1 in, long Type S coated steel screws spaced 8 in. OC starting 4 in. from the edge of the board at the vertical edges and 12 in. OC starting 6 in. from the edge of the board at the center of each board. Gypsum boards are to be secured to the top and bottom track with screws spaced 8 in. OC starting 4 in. from the board edge. Fasteners shall not penetrate through both the stud and the track at the same time. Vertical joints are to be centered over studs and staggered one stud cavity on opposite sides of studs. (Horizontal Application) -'The gypsum board is to be installed on each side of the studs with 1 in. long Type S coated steel screws spaced 8 in. OC starting 4 In. frorn the edge or the board at the vertical edges and 12 in. OC starting 6 In. from the edge of the board at the center of each board. Gypsum boards are to be secured to the top and bottom track with screws spaced 8 in. OC starting 4 in. frorn the board edge. Fasteners shall not penetrate through both the stud and the track at the same time. All horizontal joints are to be backed as outlined under section VI of Volume 1 in the Fire Resistive Directory. CGC INC —,Type SCX. UNITED STATES GYPSUM CO — -Type SCX, SGX. USG MEXICO S A DE C V — Type SCX. 5D. Gypsum Board* — (As an alternate to Item 5) — 5/8 In. thick, 48 in. wide, applied vertically or horizontally. Secured as described In Item 6. For use with Items 1 and 2 only. CGC INC — Type USGX. UNITED STATES GYPSUM CO — Type USGX. USG MEXICO S A DE C V — Type USGX. 5E. Gypsum Board* — (Not Shown) - (As an alternate to Item 5 when used as the base layer on one or both sides of wall when 1/2 in. or 5/8 in thick products are specified, For direct attachment only to steel studs Item 2A, not to be used with Iters 3). Nominal 5/8 in. thick lead backed gypsum panels with beveled, square or tapered edges, applied vertically. Vertical joints centered over studs and staggered min 1 stud cavity on opposite sides of studs. Wallboard secured to studs with 1-1/4 in. long Type S-12 (or No. 6 by 1-1/4 in. long bugle head fine driller) steel screws spaced 8 In, OC at perimeter and 12 in. OC in the Field. NEW ENGLAND LEAD BURNING CO INC, DBA NELCO — Nelco 5F, Gypsum Board* — (As an alternate to Iters 5) — For use with Items IE and 2E and limited to 1 Hour Rating only, Gypsurn panels with beveled, square or tapered edges, applied vertically, and fastened to the steel studs with 1 in. long Type S screws spaced 8 in. OC along vertical and bottom edges and 12 in. OC in the field. Vertical joints centered over studs and staggered one stud cavity on opposite sides of studs. Steel stud depth shall be a minimum 3-5/8 in. UNITED STATES GYPSUM CO — 5/8 in. thick Type SCX, SGX, 5G, Gypsum Board* — (As an alternate to Item 5) — For use with Items 1E and 2E only, Gypsum panels with beveled, square or tapered edges, applied vertically or horizontally, as specified in the table below and fastened to the steel studs as described in Item 6. Vertical joints centered over studs and staggered one stud cavity on opposite sides of studs. Vertical joints in adjacent layers (multilayer systems) staggered one stud cavity. Horizontal joints need not be backed by steel framing. Horizontal edge joints and horizontal butt joints on opposite sides of studs need riot be staggered. Horizontal edge joints and horizontal butt joints In adjacent layers (multilayer systems) staggered a min of 12 In. The thickness and number of layers for the 2 hr, 3 hr and 4 hr ratings are as follows: Gypsum Board Protection on Each Side of Wall CGC INC — 1/2 in. thick Type C, IP -X2 or IPC -AR;, 5/8 in. thick "Type AR, C, IP -AR, IP -XI, IP -X2, IPC -Aft, SCX, SHX, or; 3/4 in. thick Types IP -X3 or ULTRACODE UNITED STATES GYPSUM CO — 1/2 in. thick Type C, IP -X2, IPC -AR or; 5/8 in, thick "Type SCX, SGX, SHX, IP -XI, AR, C, , FRX-G, IP -AR, IP -X2, IPC -AR ; 3/4 in. thick Types IP -X3 or ULTRACODE USG MEXICO S A DE C V — 1/2 in, thick Type C, IP -X2, IPC -AR or; 5/8 in. thick Type AR, C, IP -AR, IP -Xi, IP -X2, IPC - AR, SCX, SHX, or; 3/4 in. thick Types IP -X3 or ULTRACODE 51-1. Gypsum Board* — (Not Shown) - (As an alternate to Iters 5 when used as the base layer on one or both sides of wall when 5/8 or 3/4 In thick products arespecified. For direct attachment Onlyly to steel studs stern 2Fl, (not to be used with Iters 3) - Nom 5/8 or 3/4 in. may be used as alternate to all 5/8 or 3/4 in. shown In Item 5, Wallboard Protection on Each Side of Wall table. Nom 5/8 or 3/4 in. thick lead backed gypsum panels with beveled, square or tapered edges, applied vertically. Vertical joints centered over 20 MSG steel studs and staggered min 1 stud cavity on opposite sides of studs. Wallboard secured to studs with 1-1/4 in, long Type S-12 steel screws spaced 8 in. OC at perimeter and 12 in. OC in the field. Gypsum board secured to 20 MSG steel studs Item 26 with 1-1/4 in. long Type S-12 steel screws spaced 8 in. OC at perimeter and .12 in. OC in the field. For Joint Compound see Item 5. 'To be used with Lead Batten Strips (see Iters 11A) or Lead Discs (see Item 12A). MAYCO INDUSTRIES INC — Type X -Ray Shielded Gypsurn 51. Gypsum Board* — (As an alternate to Item 5) - Nom. 5/8 in, thick gypsum panels with beveled, square or tapered edges installed as described in Iters 5. Steel stud rninirnurn depth shall be as indicated in Iters S. CGC INC — Type ULX UNITED STATES GYPSUM CO —'Type ULX USG MEXICO S A DE C V — Type ULX 5J. Gypsurn Board* -- (Not Shown) - (As an alternate to Itern 5 when used as the base layer on one or both sides of wall when 1/2 in. or 5/8 in thick products are specified, For direct attachment only to steel studs Item 2A, riot to be used with Iters 3), Norn 5/8 in. thick lead backed gypsum panels with beveled, square or tapered edges, applied vertically. Vertical joints centered over studs and staggered rain 1 stud cavity on opposite sides of studs. Wallboard secured to studs with 1-1/4 in. long 'Type S-12 steel screws gypsum panel steel screws spaced 8 In. OC at perimeter and 12 in. OC in the field. Lead batten strips required behind vertical joints of lead backed gypsum wallboard and optional at remaining stud locations. Lead batten strips, ruin 2 in. wide, rnax 8 ft long with a rnax thickness of 0.14 in. placed on the face of studs and attached to the stud with construction adhesive and two 1 in. long Type S-12 pan head steel screws, one at the top of the strip and one at the bottom of the strip. Lead discs, nominal 3/8 in. diarn by max 0.085 in. thick. Compression fitted or adhered over the screw heads. Lead batten strips and discs to have a purity of 99.9% meeting the Federal specification QQ-L-golf, Grade "C". RADIATION PROTECTION PRODUCTS INC —'Type RPP - Lead Lined Drywall 5K. Gypsum Board* — (Not Shown) - (As an alternate to Iters 5) - Norn, 5/8 in, thick gypsum panels with beveled, square or tapered edges, applied vertically or horizontally. Vertical joints centered over studs and staggered one stud cavity on opposite sides of studs. Vertical joints in adjacent layers (multilayer systems) staggered one stud cavity. Horizontal joints need not be backed by steel framing. Horizontal edge joints and horizontal butt joints on opposite sides of studs need riot be staggered. Horizontal edge joints and horizontal butt joints in adjacent layers (multilayer systems) need not be staggered. 'The number of layers for the 1 hr, 2 hr, 3 hr and 4 hr ratings are as follows: Gypsum Board Protection on Each Side of Wall Min Stud No. of Layers Min Thkns of Rating, Depth, in. & Thickness Insulation Hr Item 2E of Panel (Item 4) 2 1-5/8 2 layers, 1/2 in. thick Optional 2 1-5/8 2 layers, 5/8 in. thick Optional 3 1-5/8 3 layers, 1/2 in. thick Optional 3 .L-5/8 3 layers, 5/8 in. thick Optional 4 1-5/8 4layers, 5/8 In, thick Optional 4 1-5/8 4 layers, 1/2 in. thick Optional CGC INC — 1/2 in. thick Type C, IP -X2 or IPC -AR;, 5/8 in. thick "Type AR, C, IP -AR, IP -XI, IP -X2, IPC -Aft, SCX, SHX, or; 3/4 in. thick Types IP -X3 or ULTRACODE UNITED STATES GYPSUM CO — 1/2 in. thick Type C, IP -X2, IPC -AR or; 5/8 in, thick "Type SCX, SGX, SHX, IP -XI, AR, C, , FRX-G, IP -AR, IP -X2, IPC -AR ; 3/4 in. thick Types IP -X3 or ULTRACODE USG MEXICO S A DE C V — 1/2 in, thick Type C, IP -X2, IPC -AR or; 5/8 in. thick Type AR, C, IP -AR, IP -Xi, IP -X2, IPC - AR, SCX, SHX, or; 3/4 in. thick Types IP -X3 or ULTRACODE 51-1. Gypsum Board* — (Not Shown) - (As an alternate to Iters 5 when used as the base layer on one or both sides of wall when 5/8 or 3/4 In thick products arespecified. For direct attachment Onlyly to steel studs stern 2Fl, (not to be used with Iters 3) - Nom 5/8 or 3/4 in. may be used as alternate to all 5/8 or 3/4 in. shown In Item 5, Wallboard Protection on Each Side of Wall table. Nom 5/8 or 3/4 in. thick lead backed gypsum panels with beveled, square or tapered edges, applied vertically. Vertical joints centered over 20 MSG steel studs and staggered min 1 stud cavity on opposite sides of studs. Wallboard secured to studs with 1-1/4 in, long Type S-12 steel screws spaced 8 in. OC at perimeter and 12 in. OC in the field. Gypsum board secured to 20 MSG steel studs Item 26 with 1-1/4 in. long Type S-12 steel screws spaced 8 in. OC at perimeter and .12 in. OC in the field. For Joint Compound see Item 5. 'To be used with Lead Batten Strips (see Iters 11A) or Lead Discs (see Item 12A). MAYCO INDUSTRIES INC — Type X -Ray Shielded Gypsurn 51. Gypsum Board* — (As an alternate to Item 5) - Nom. 5/8 in, thick gypsum panels with beveled, square or tapered edges installed as described in Iters 5. Steel stud rninirnurn depth shall be as indicated in Iters S. CGC INC — Type ULX UNITED STATES GYPSUM CO —'Type ULX USG MEXICO S A DE C V — Type ULX 5J. Gypsurn Board* -- (Not Shown) - (As an alternate to Itern 5 when used as the base layer on one or both sides of wall when 1/2 in. or 5/8 in thick products are specified, For direct attachment only to steel studs Item 2A, riot to be used with Iters 3), Norn 5/8 in. thick lead backed gypsum panels with beveled, square or tapered edges, applied vertically. Vertical joints centered over studs and staggered rain 1 stud cavity on opposite sides of studs. Wallboard secured to studs with 1-1/4 in. long 'Type S-12 steel screws gypsum panel steel screws spaced 8 In. OC at perimeter and 12 in. OC in the field. Lead batten strips required behind vertical joints of lead backed gypsum wallboard and optional at remaining stud locations. Lead batten strips, ruin 2 in. wide, rnax 8 ft long with a rnax thickness of 0.14 in. placed on the face of studs and attached to the stud with construction adhesive and two 1 in. long Type S-12 pan head steel screws, one at the top of the strip and one at the bottom of the strip. Lead discs, nominal 3/8 in. diarn by max 0.085 in. thick. Compression fitted or adhered over the screw heads. Lead batten strips and discs to have a purity of 99.9% meeting the Federal specification QQ-L-golf, Grade "C". RADIATION PROTECTION PRODUCTS INC —'Type RPP - Lead Lined Drywall 5K. Gypsum Board* — (Not Shown) - (As an alternate to Iters 5) - Norn, 5/8 in, thick gypsum panels with beveled, square or tapered edges, applied vertically or horizontally. Vertical joints centered over studs and staggered one stud cavity on opposite sides of studs. Vertical joints in adjacent layers (multilayer systems) staggered one stud cavity. Horizontal joints need not be backed by steel framing. Horizontal edge joints and horizontal butt joints on opposite sides of studs need riot be staggered. Horizontal edge joints and horizontal butt joints in adjacent layers (multilayer systems) need not be staggered. 'The number of layers for the 1 hr, 2 hr, 3 hr and 4 hr ratings are as follows: Gypsum Board Protection on Each Side of Wall UNITED STATES GYPSUM CO — 5/8 in. thick -type ULIX 6. Fasteners — (Not shown) — For use with Items 2 and 2F - -Type S or S-12 steel screws used to attach panels to studs (Item 2) or furring channels ([tern 7), Single layer systems: 1 in. long for 1/2 and 5/8 in. thick panels or 1-1/4 in. long for 3/4 in. thick panels, spaced 8 in. OC when panels are applied horizontally, or 8 in. OC along vertical and bottom edges and 12 in. OC in the field when panels are applied vertically. Two layer systems; First layer- 1 in. long for 1/2 and 5/8 in. thick panels or 1-1/4 in. long for 3/4 In. thick panels, spaced 16 in. OC. Second layer- 1-5/8 in. long for 1/2 in., 5/8 in. thick panels or 2-1/4 in. long for 3/4 in. thick panels, spaced 16 in, OC with screws offset 8 in, from first Iayer.Three- layer systems: First layer- 1 in. long for 1/2 in., S/8 In. thick panels, spaced 24 in. OC, Second layer- 1-5/8 in, long for 1/2 in., S/8 in. thick panels, spaced 24 in. OC. Third layer- 2-1/4 in, long for 1/2 in., 5/8 in. thick panels or 2-5/8 in, long for 5/8 in. thick panels, spaced 12 in. OC. Screws offset rain 6 in. front layer below. Four -layer systems: First layer- .1 in. long for 1/2 in., 5/8 in. thick panels, spaced 24 in, OC. Second layer- 1-5/8 in. long for 1/2 in., 5/8 In. thick panels, spaced 24 in. OC, 'Third layer- 2-1/4 in. long for 1/2 in. thick panels or 2-5/8 in. long for 5/8 in. thick panels, spaced 24 in. OC. Fourth layer- 2-5/8 in. long for 1/2 in, thick panels or 3 in: long for 5/8 in. thick panels, spaced 12 in. OC. Screws offset rain 6 In. from layer below. 6A. Fasteners — (Not shown) - For use with Item 5K -Type 5 or S-12 steel screws used to attach panels to studs or furring channels (Itern 7). Single layer systems: 1 in. long screws, spaced 8 in. OC when panels are applied horizontally, or 8 in. OC along vertical and bottom edges and 12 in. OC in the field when panels are applied vertically. ,Two layer systems: First layer- I in. long screws, spaced 16 in. OC. Second layer- 1-5/8 in. screws, spaced 8 In. OC with screws offset 8 in. from first layer. Three -layer systems: First layer- 1 In. long screws, spaced 24 in. OC. Second layer- 1-5/8 in. long screws, spaced 24 in. OC. "Third layer- 2-5/8 in, long screws, spaced 8 in. OC. Screws offset ruin 6 in. from layer below. Four -layer systems: First layer- 1 in. long screws, spaced 24 in. OC. Second layer- 1-5/8 in. long screws, spaced 24 in, OC. Third layer- 2-5/8 in. long screws, spaced 24 in. OC. Fourth layer- 3 in. long screws, spaced 8 in. OC. Screws offset min 6 in. from layer below. 7. Furring Channels — (Optional, not shown, for single or double layer systems) — Resilient furring channels fabricated front rain 25 MSG corrosion -protected steel, spaced vertically a rnax of 24 in. OC. Flange portion attached to each intersecting stud with 1/2 in, long 'Type S-12 steel screws. Not for use with Itern 5A and 5E. 7A. Framing Members* — (Optional on one or both sides, not shown, for single or double layer systerns) — As an alternate to Item 7, furring channels and Steel Framing Members as described below: a. Furring Channels — Formed of No. 25 MSG galv steel. 2-9/16 in. or 2-23/32 in. wide by 7/8 in. deep, spaced max. 24 in. OC perpendicular to studs. Channels secured to studs as described in Item b. Gypsum board attached to furring channels as described In Iters 6. Not for use with Iters 5A and 5E. b. Steel Framing Members! — Used to attach furring channels (Item 7Aa) to studs (Iters 2). Clips spaced rnax, 48 in. OC. RSIC-1 and RSIC-1 (2.75) clips secured to studs with No. 8 x 1-1/2 In. rninirnurn self -drilling, 5-12 steel screw through the center grornmet. RSIC-V and RSIC-V (2.75) clips secured to studs with No. 8 x 9/16 in. rninirnurn self -drilling, S-12 steel screw through the center hole. Furring channels are friction fitted into clips. RSIC-.1 and RSIC-V clips for use with 2-9/16 in, wide furring channels. RSIC-1 (2.75) and RSIC-V (2.75) clips for use with 2-23/32 in. wide furring channels. PAC INTERNATIONAL INC —,Types RSIC-1, RSIC-V, RSIC-1 (2.75), RSIC-V (2.75), 7B. Framing Members* — (Optional, Not Shown) — As an alternate to Item 7, for single or double layer systems, furring channels and Steel Framing Members on only one side of studs as described below: a. Furring Channels — Formed of No. 25 MSG gaiv steel, spaced 24 in. OC perpendicular to studs. Channels secured to studs as described in Iters b. Batts and Blankets placed in stud cavity as described in Item S. Two layers of gypsum board attached to furring channels as described in Item 5. Not for use with Iters 5A and 5E. b. Steel Framing Members* — Used to attach furring channels (Item 7Ba) to one side of studs (Item 2) only. Clips spaced 48 in. OC., aril secured to studs with two No. 8 x 2-1/2 in, coarse drywall screws, one through the hole at each end of the clip. Furring channels are friction fitted into clips. KINETICS NOISE CONTROL INC —'Type Isomax 7C. Framing Members* — (Not Shown) -- (Optional on one or both sides, riot shown, for single or double layer systems) — As an alternate to Item 7, furring channels and Steel Framing Members as described below: a. Furring Channels — Formed of No. 25 MSG gals steel, 2-3/8 in, wide by 7/8 in. deep, spaced rnax. 24 In. OC perpendicular to studs. Channels secured to studs as described in Iters b. Gypsum board attached to furring channels as described in Item 6. Not for use with Item 5A and 5E. b. Steel Framing Members* — Used to attach furring channels (Item 7Aa) to studs (Item 2). Clips spaced rnax, 48 in. OC. GENIECLIPS secured to studs with No. 8 x 1-1/2 in. minimum self - drilling, S-12 steel screw through the center grommet. Furring channels are friction fitted into clips. PLITEQ INC — Type GENIECLIP 7D. Steel Framing Members — (Optional, Not Shown)" - Furring channels and resilient sound isolation clip as described below: E). Furring Channels — Formed of Pio. 25 MSG galv steel. Spaced 24 in. OC perpendicular to studs. Channels secured to studs as described In Item b. Ends of adjoining channels overlapped 6 In. and secured together with four self -tapping No. 8x1/2 Self Drilling screws (2 per side 1 In. and 4 in. from overlap edge). Gypsum board attached to furring channels as described In Iters 4. Side joint furring channels shall be attached to studs with RESILMOUNT Sound Isolation Clips - located approximately 2 in. from each end of length of channel. Both Gypsurn Boards at side joints fastened Into channel with screws spaced 8 in. OC, approximately 1/2 in. from joint edge. Not for use with Iters 5A and 5E. b. Steel Framing Members* — Resilient sound Isolation clip used to attach furring channels (Iters 7Da) to studs. Clips spaced 24 In. OC., and secured to studs with No. 10 x 2-1/2 in. coarse drywall screw through the center hole. Furring channels are friction fitted into clips. STUDCO BUILDING SYSTEMS — RESILMOUNT Sound isolation Clips -'Type A237 or A237R 8. Joint Tape and Compound — Vinyl or casein, dry or premixed joint compound applied in two coats to joints and screw heads of outer layers. Paper tape, nom 2 in, wide, embedded in first layer of compound over all joints of outer layer panels. Paper tape and joint compound may be omitted when gypsum panels are supplied with a square edge. 9. Siding, Brick or Stucco — (Optional, not shown) — Aluminum, vinyl or steel siding, brick veneer or stucco, meeting the requirements of local code agencies, installed over gypsum panels. Brick veneer attached to studs with corrugated metal wall ties attached to each stud with steel screws, not more than each sixth course of brick. 10, Caulking and Sealants* — (Optional, riot shown) — A bead of acoustical sealant applied around the partition perimeter for sound control. UNITED STATES GYPSUM CO — Type AS 11. Lead Batten Strips — (Not Shown, For Use With Iters 5B) - Lead batten strips, min 1-1/2 in. wide, max 10 ft long with a max thickness of 0.125 in. Strips placed on the interior face of studs and attached from the exterior face of the stud with two 1 in. long 'Type 5-12 pan head steel screws, one at the top of the strip and ane at the bottom of the strip. Lead batten strips to have a purity of 99.9% meeting the Federal specification QQ-L-201f, Grade "C". Lead batten strips required behind vertical joints of lead backed gypsum wallboard (Item 5B) and optional at remaining stud locations. Required behind vertical joints. IIA. Lead Batten Strips — (Not Shown, For Use With Item 5H) Lead batten strips, 2 in. wide, max 10 ft long with a max thickness of 0.140 in. Strips placed on the face of studs and attached to the stud with two min. 1 in. long ruin. -Type S-8 pan head steel screws, one at the top of the strip and one at the bottom of the strip or with one min. 1 in. long min. "Type S-8 pan head steel screw at the top of the strip. Lead batten strips to have a purity of 99.50% meeting the Federal specification QQ-L-201f, Grades "B, C or D". Lead batten strips required behind vertical joints of lead backed gypsum wallboard and optional at remaining stud locations. 12. Lead Discs or Tabs — (Not Shown, For Use With Iters 5B) - Used in lieu of or in addition to the lead batten strips (Item 11) or optional at other locations - Max 3/4 in. diarn by max 0.125 in, thick lead discs compression fitted or adhered over steel screw heads or max 1/2 in. by 1-1/4 in. by max 0.125 in. thick lead tabs placed on gypsum boards (Iters 58) underneath screw locations prior to the installation of the screws. Lead discs or tabs to have a purity of 99.9% meeting the Federal specification QQ-L-201f, Grade "C". 12A. Leat! Discs — (Not Shown, for use with Iters 5H) Max 5/16 in. diarn by rnax 0.140 in, thick lead discs compression fitted or adhered over steel screw heads. Lead discs to have a purity of 99.5% sleeting the Federal Specification QQ-L- 201f, Grades "B, C or D". 13. Lead Batten Strips — (Not Shown, For Use With Item 5E) Lead batten strips, 2 in. wide, max 10 ft long with a max thickness of 0.142 in. Strips placed on the face of studs and attached to the stud with two ruin. 1 in. long min. Type S-8 pan head steel screws, one at the top of the strip and one at the bottom of the strip or with one ruin. 1 in. long min. Type S-8 pan head steel screw at the top of the strip, Lead batten strips to have a purity of 99.9% meeting the Federal specification QQ-L-201f, Grade "C". Lead batten strips required behind vertical joints of lead backed gypsum wallboard (Iters SE) and optional at remaining stud locations. 14. Lead 'Tabs — (Not Shown, For Use With Itern SE) 2 In. wide, 5 in, long with a rnax thickness of 0.1,12 in. "fabs friction -fit around front fare of stud, the stud folded back flange, and the back face of the stud. 'Tabs required at each location where a screw (that secures the gypsum boards, Iters 5E) will penetrate the steel stud. Lead tabs to have a purity of 99.99/o meeting the Federal specification QQ-L-201f, Grade "C", Lead tabs may be held In place with standard adhesive tape if necessary. r< Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. Last Updated on 2015-05-28 U 2015 UL LLC "REPRINTED FROM THE ONLINE GERTIFIGATION5 DIREGTORY NI'fH PERMI5510N FROM UL. DESIGN THREE ASSOCIATES 815 ORIENTA AVE. SUITE 1050 ALTAMONTE SPRINGS, FL 32701 (407)834-2444 AAP000452 PROJECT: NO: 17032 S MING � LE COUNTY #127`I BRIO BUSINESS CENTER BUILDING NOA 1271 AIRPORT BLVD. SANFORD, FLORIDA 32773 ISSUE: _, -11, ?� �DATE: .- 4119;1;;_^ FOR GON5r ' . F =� �. 11-1-1-1-1 COPYRIGHT © 2017 - DESIGN THREE ASSOCIATES RESERVES ALL RIGHTS FOR WHICH THESE DOCUMENTS WERE ORIGINALLY CREATED, EVOLVED AND DEVELOPED. REPROOUCIIONs, CHANGES OR AssIGNMENTS ARE PROHIErED WITHOUT WRIFTEN PERMISSION FROM DESIGN THREE ASSOCIATES. SHEET: A I •2 r r Mill No. of Min stud Layers Thkns of Depth, in. & Thkns Insulation Rating, Hr Items 2 through ZL of Panel (Item 4B) 1 - 3-5/8 - 1 layer, 5/8 in. thick 3-1/2 in. -.. 2 w. 1 -5/H -M 2 layers, 5/8 in. thick Optional 3 1-5/8 3 layers, S/8 in. thick Optional <I 1-5/8 4 layers, 5/8 in. thick Optional UNITED STATES GYPSUM CO — 5/8 in. thick -type ULIX 6. Fasteners — (Not shown) — For use with Items 2 and 2F - -Type S or S-12 steel screws used to attach panels to studs (Item 2) or furring channels ([tern 7), Single layer systems: 1 in. long for 1/2 and 5/8 in. thick panels or 1-1/4 in. long for 3/4 in. thick panels, spaced 8 in. OC when panels are applied horizontally, or 8 in. OC along vertical and bottom edges and 12 in. OC in the field when panels are applied vertically. Two layer systems; First layer- 1 in. long for 1/2 and 5/8 in. thick panels or 1-1/4 in. long for 3/4 In. thick panels, spaced 16 in. OC. Second layer- 1-5/8 in. long for 1/2 in., 5/8 in. thick panels or 2-1/4 in. long for 3/4 in. thick panels, spaced 16 in, OC with screws offset 8 in, from first Iayer.Three- layer systems: First layer- 1 in. long for 1/2 in., S/8 In. thick panels, spaced 24 in. OC, Second layer- 1-5/8 in, long for 1/2 in., S/8 in. thick panels, spaced 24 in. OC. Third layer- 2-1/4 in, long for 1/2 in., 5/8 in. thick panels or 2-5/8 in, long for 5/8 in. thick panels, spaced 12 in. OC. Screws offset rain 6 in. front layer below. Four -layer systems: First layer- .1 in. long for 1/2 in., 5/8 in. thick panels, spaced 24 in, OC. Second layer- 1-5/8 in. long for 1/2 in., 5/8 In. thick panels, spaced 24 in. OC, 'Third layer- 2-1/4 in. long for 1/2 in. thick panels or 2-5/8 in. long for 5/8 in. thick panels, spaced 24 in. OC. Fourth layer- 2-5/8 in. long for 1/2 in, thick panels or 3 in: long for 5/8 in. thick panels, spaced 12 in. OC. Screws offset rain 6 In. from layer below. 6A. Fasteners — (Not shown) - For use with Item 5K -Type 5 or S-12 steel screws used to attach panels to studs or furring channels (Itern 7). Single layer systems: 1 in. long screws, spaced 8 in. OC when panels are applied horizontally, or 8 in. OC along vertical and bottom edges and 12 in. OC in the field when panels are applied vertically. ,Two layer systems: First layer- I in. long screws, spaced 16 in. OC. Second layer- 1-5/8 in. screws, spaced 8 In. OC with screws offset 8 in. from first layer. Three -layer systems: First layer- 1 In. long screws, spaced 24 in. OC. Second layer- 1-5/8 in. long screws, spaced 24 in. OC. "Third layer- 2-5/8 in, long screws, spaced 8 in. OC. Screws offset ruin 6 in. from layer below. Four -layer systems: First layer- 1 in. long screws, spaced 24 in. OC. Second layer- 1-5/8 in. long screws, spaced 24 in, OC. Third layer- 2-5/8 in. long screws, spaced 24 in. OC. Fourth layer- 3 in. long screws, spaced 8 in. OC. Screws offset min 6 in. from layer below. 7. Furring Channels — (Optional, not shown, for single or double layer systems) — Resilient furring channels fabricated front rain 25 MSG corrosion -protected steel, spaced vertically a rnax of 24 in. OC. Flange portion attached to each intersecting stud with 1/2 in, long 'Type S-12 steel screws. Not for use with Itern 5A and 5E. 7A. Framing Members* — (Optional on one or both sides, not shown, for single or double layer systerns) — As an alternate to Item 7, furring channels and Steel Framing Members as described below: a. Furring Channels — Formed of No. 25 MSG galv steel. 2-9/16 in. or 2-23/32 in. wide by 7/8 in. deep, spaced max. 24 in. OC perpendicular to studs. Channels secured to studs as described in Item b. Gypsum board attached to furring channels as described In Iters 6. Not for use with Iters 5A and 5E. b. Steel Framing Members! — Used to attach furring channels (Item 7Aa) to studs (Iters 2). Clips spaced rnax, 48 in. OC. RSIC-1 and RSIC-1 (2.75) clips secured to studs with No. 8 x 1-1/2 In. rninirnurn self -drilling, 5-12 steel screw through the center grornmet. RSIC-V and RSIC-V (2.75) clips secured to studs with No. 8 x 9/16 in. rninirnurn self -drilling, S-12 steel screw through the center hole. Furring channels are friction fitted into clips. RSIC-.1 and RSIC-V clips for use with 2-9/16 in, wide furring channels. RSIC-1 (2.75) and RSIC-V (2.75) clips for use with 2-23/32 in. wide furring channels. PAC INTERNATIONAL INC —,Types RSIC-1, RSIC-V, RSIC-1 (2.75), RSIC-V (2.75), 7B. Framing Members* — (Optional, Not Shown) — As an alternate to Item 7, for single or double layer systems, furring channels and Steel Framing Members on only one side of studs as described below: a. Furring Channels — Formed of No. 25 MSG gaiv steel, spaced 24 in. OC perpendicular to studs. Channels secured to studs as described in Iters b. Batts and Blankets placed in stud cavity as described in Item S. Two layers of gypsum board attached to furring channels as described in Item 5. Not for use with Iters 5A and 5E. b. Steel Framing Members* — Used to attach furring channels (Item 7Ba) to one side of studs (Item 2) only. Clips spaced 48 in. OC., aril secured to studs with two No. 8 x 2-1/2 in, coarse drywall screws, one through the hole at each end of the clip. Furring channels are friction fitted into clips. KINETICS NOISE CONTROL INC —'Type Isomax 7C. Framing Members* — (Not Shown) -- (Optional on one or both sides, riot shown, for single or double layer systems) — As an alternate to Item 7, furring channels and Steel Framing Members as described below: a. Furring Channels — Formed of No. 25 MSG gals steel, 2-3/8 in, wide by 7/8 in. deep, spaced rnax. 24 In. OC perpendicular to studs. Channels secured to studs as described in Iters b. Gypsum board attached to furring channels as described in Item 6. Not for use with Item 5A and 5E. b. Steel Framing Members* — Used to attach furring channels (Item 7Aa) to studs (Item 2). Clips spaced rnax, 48 in. OC. GENIECLIPS secured to studs with No. 8 x 1-1/2 in. minimum self - drilling, S-12 steel screw through the center grommet. Furring channels are friction fitted into clips. PLITEQ INC — Type GENIECLIP 7D. Steel Framing Members — (Optional, Not Shown)" - Furring channels and resilient sound isolation clip as described below: E). Furring Channels — Formed of Pio. 25 MSG galv steel. Spaced 24 in. OC perpendicular to studs. Channels secured to studs as described In Item b. Ends of adjoining channels overlapped 6 In. and secured together with four self -tapping No. 8x1/2 Self Drilling screws (2 per side 1 In. and 4 in. from overlap edge). Gypsum board attached to furring channels as described In Iters 4. Side joint furring channels shall be attached to studs with RESILMOUNT Sound Isolation Clips - located approximately 2 in. from each end of length of channel. Both Gypsurn Boards at side joints fastened Into channel with screws spaced 8 in. OC, approximately 1/2 in. from joint edge. Not for use with Iters 5A and 5E. b. Steel Framing Members* — Resilient sound Isolation clip used to attach furring channels (Iters 7Da) to studs. Clips spaced 24 In. OC., and secured to studs with No. 10 x 2-1/2 in. coarse drywall screw through the center hole. Furring channels are friction fitted into clips. STUDCO BUILDING SYSTEMS — RESILMOUNT Sound isolation Clips -'Type A237 or A237R 8. Joint Tape and Compound — Vinyl or casein, dry or premixed joint compound applied in two coats to joints and screw heads of outer layers. Paper tape, nom 2 in, wide, embedded in first layer of compound over all joints of outer layer panels. Paper tape and joint compound may be omitted when gypsum panels are supplied with a square edge. 9. Siding, Brick or Stucco — (Optional, not shown) — Aluminum, vinyl or steel siding, brick veneer or stucco, meeting the requirements of local code agencies, installed over gypsum panels. Brick veneer attached to studs with corrugated metal wall ties attached to each stud with steel screws, not more than each sixth course of brick. 10, Caulking and Sealants* — (Optional, riot shown) — A bead of acoustical sealant applied around the partition perimeter for sound control. UNITED STATES GYPSUM CO — Type AS 11. Lead Batten Strips — (Not Shown, For Use With Iters 5B) - Lead batten strips, min 1-1/2 in. wide, max 10 ft long with a max thickness of 0.125 in. Strips placed on the interior face of studs and attached from the exterior face of the stud with two 1 in. long 'Type 5-12 pan head steel screws, one at the top of the strip and ane at the bottom of the strip. Lead batten strips to have a purity of 99.9% meeting the Federal specification QQ-L-201f, Grade "C". Lead batten strips required behind vertical joints of lead backed gypsum wallboard (Item 5B) and optional at remaining stud locations. Required behind vertical joints. IIA. Lead Batten Strips — (Not Shown, For Use With Item 5H) Lead batten strips, 2 in. wide, max 10 ft long with a max thickness of 0.140 in. Strips placed on the face of studs and attached to the stud with two min. 1 in. long ruin. -Type S-8 pan head steel screws, one at the top of the strip and one at the bottom of the strip or with one min. 1 in. long min. "Type S-8 pan head steel screw at the top of the strip. Lead batten strips to have a purity of 99.50% meeting the Federal specification QQ-L-201f, Grades "B, C or D". Lead batten strips required behind vertical joints of lead backed gypsum wallboard and optional at remaining stud locations. 12. Lead Discs or Tabs — (Not Shown, For Use With Iters 5B) - Used in lieu of or in addition to the lead batten strips (Item 11) or optional at other locations - Max 3/4 in. diarn by max 0.125 in, thick lead discs compression fitted or adhered over steel screw heads or max 1/2 in. by 1-1/4 in. by max 0.125 in. thick lead tabs placed on gypsum boards (Iters 58) underneath screw locations prior to the installation of the screws. Lead discs or tabs to have a purity of 99.9% meeting the Federal specification QQ-L-201f, Grade "C". 12A. Leat! Discs — (Not Shown, for use with Iters 5H) Max 5/16 in. diarn by rnax 0.140 in, thick lead discs compression fitted or adhered over steel screw heads. Lead discs to have a purity of 99.5% sleeting the Federal Specification QQ-L- 201f, Grades "B, C or D". 13. Lead Batten Strips — (Not Shown, For Use With Item 5E) Lead batten strips, 2 in. wide, max 10 ft long with a max thickness of 0.142 in. Strips placed on the face of studs and attached to the stud with two ruin. 1 in. long min. Type S-8 pan head steel screws, one at the top of the strip and one at the bottom of the strip or with one ruin. 1 in. long min. Type S-8 pan head steel screw at the top of the strip, Lead batten strips to have a purity of 99.9% meeting the Federal specification QQ-L-201f, Grade "C". Lead batten strips required behind vertical joints of lead backed gypsum wallboard (Iters SE) and optional at remaining stud locations. 14. Lead 'Tabs — (Not Shown, For Use With Itern SE) 2 In. wide, 5 in, long with a rnax thickness of 0.1,12 in. "fabs friction -fit around front fare of stud, the stud folded back flange, and the back face of the stud. 'Tabs required at each location where a screw (that secures the gypsum boards, Iters 5E) will penetrate the steel stud. Lead tabs to have a purity of 99.99/o meeting the Federal specification QQ-L-201f, Grade "C", Lead tabs may be held In place with standard adhesive tape if necessary. r< Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. Last Updated on 2015-05-28 U 2015 UL LLC "REPRINTED FROM THE ONLINE GERTIFIGATION5 DIREGTORY NI'fH PERMI5510N FROM UL. DESIGN THREE ASSOCIATES 815 ORIENTA AVE. SUITE 1050 ALTAMONTE SPRINGS, FL 32701 (407)834-2444 AAP000452 PROJECT: NO: 17032 S MING � LE COUNTY #127`I BRIO BUSINESS CENTER BUILDING NOA 1271 AIRPORT BLVD. SANFORD, FLORIDA 32773 ISSUE: _, -11, ?� �DATE: .- 4119;1;;_^ FOR GON5r ' . F =� �. 11-1-1-1-1 COPYRIGHT © 2017 - DESIGN THREE ASSOCIATES RESERVES ALL RIGHTS FOR WHICH THESE DOCUMENTS WERE ORIGINALLY CREATED, EVOLVED AND DEVELOPED. REPROOUCIIONs, CHANGES OR AssIGNMENTS ARE PROHIErED WITHOUT WRIFTEN PERMISSION FROM DESIGN THREE ASSOCIATES. SHEET: A I •2 r r N System No. W -L-1006 XHEZ.W-L-1006 Through -penetration Firestop Systems Page Bottom Design/System/Construction/Assembly Usage Disclaimer • Authorities Having Jurisdiction should be consulted in all cases as to the particular requirements covering the installation and use of UL Certified products, equipment, system, devices, and materials. • Authorities Having Jurisdiction should be consulted before construction. • Fire resistance assemblies and products are developed by the design submitter and have been investigated by UL for compliance with applicable requirements. The published Information cannot always address every construction nuance encountered In the field. • When field issues arise, it h recommendeden ded the first contact for assistance be the technical service staff provided by tile product manufacturer rioted far the dCSIgn. Users of fire resistance assemblies are advised to consult the general Gulde Information for each product category and each group of assemblies. The Guide Information includes specifics concerning alternate materials and alternate methods of construction. • Only products which bear UL's Mark are considered Certified. ------------- XHEZ - Through -penetration Firestop Systems See General Information for Through -penetration Firestop Svsterns System No. W -L-1006 September 24, 1994 F Rating — 2 Hr T Rating — 0 Hr B"13 1. Wall Assembly — The fire -rated gypsum wallboard/stud wall assembly shall be constructed of the materials arid In the manner specified in the individual U300 or U400 Series Wall arid 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 2-1/2 in. wide and spaced max 24 In. OC, B. Gypsum Board* — Two layers of nom 5/8 in, thick gypsum wallboard, as specified in the individual Wall and Partition Design. Max diam of opening is 2 In. 2. Through Penetrants — One metallic pipe, conduit or tubing to be centered 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 pipe, conduit or tubing may be used: A. Steel Pipe — Nom 1 in. diam (or smaller) Schedule 5 (or heavier) steel pipe, A norn annular space of 5/16 In. is required within the firestop system. B. Conduit — Nom 1 in. diarn (or smaller) steel electrical metallic tubing or rigid steel conduit. A nom annular space of 5/16 in. Is required within the firestop system. C. Copper Tubing — Norn 1 In. diam (or smaller) -type L (or heavier) copper tubing. A nom annular space of 5/16 in. is required within the firestop system, D. Copper Pipe — Nom 1 in. diam (or smaller) Regular (or heavier) copper pipe. A nom annular space of 5/16 In. Is required within the firestop system. 3. Firestop System — The firestop system shall consist of the following: A. Fill, Void or Cavity Material* — Putty — Min 1-1/2 in. thickness of fill material applied within the annulus, on both surfaces of wall. Additional fill material to be installed such that a rain 1/8 in. crown Is formed around the penetrating Item. EGS NELSON FIRESTOP —Types FSP Putty and FSP Firestop Putty Pads. * Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. Last Updated on 1994-09-24 ........ _... .._._.......___-._. -- --- Questions? Print this page Terms of Use Page Top O 2015 UL LLC The appearance of if company's name or product in this database does not in itself assure that products so identified have been manufactured under UL's Follow -Up Service. Only those products bearing the UL Mark should be considered to be Certified arid covered under UL's Follow -Up Service. Always look for the Mark on the product. UL permits the reproduction of the material contained in the Online Certification Directory subject to the following conditions: 1. The Guide Information, Assemblies, Constructions, Designs, Systems, and/or Certifications (files) must be presented in their entirety and in a non - misleading manner, without any manipulation of the data (or drawings). 2. The statement "Reprinted from the Online Certifications Directory with permission from UL" must appear adjacent to the extracted material. In addition, the reprinted material must include a copyright notice in the following format: "O 2015 UL LLC". System No. W -L-1017 XHEZ.W-L-1017 Through -penetration Firestop Systems Page Bottom Design/System/Construction/Assembly Usage Disclaimer • Authorities Having Jurisdiction should be consulted in all cases as to the particular requirements covering the installation and use of UL Certified products, equipment, system, devices, and materials. • Authorities Having Jurisdiction should be consulted before construction. • Fire resistance assemblies and products are developed by the design submitter and have been investigated by UL for compliance with applicable requirements. The published information cannot always address every construction nuance encountered in the field. • When field issues arise, it is recommended the first contact for assistance be the technical service staff provided by the product manufacturer noted for the design. Users of fire resistance assemblies are advised to consult the general Guide Information for each product category and each group of assemblies, The Guide Information Includes specifics concerning alternate materials and alternate methods of construction. • Only products which bear UL's Mark are considered Certified. XHEZ - Through -penetration Firestop Systems See General Information for Through -penetration Firestop Systems System No. W -L-1017 April 30, 1998 F Ratings — 1 and 2 Hr. (See Item 3) T Rating — 0 Hr L Rating At Ambient — less than 1 CFM/sq ft L Rating At 400 F — less than 1 CFM/sq ft 91 1. Wall Assembly — The 1 or 2 hr fire rated gypsum wallboard/stud wall assembly shall be constructed of the materials and in the manner described 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. 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 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. B. Gypsum Board* — Nom 5/8 in. thick, 4 ft. wide with square or tapered edges. The gypsum wallboard type, number of layers and sheet orientation shall be as specified in the individual Wall and Partition Design. Diam of circular through opening cut through gypsum wallboard on each side of wall assembly to be rain 0 in. (point contact) to max 1 in. larger than outside diam of flexible metal conduit (Item 2) installed in through opening. Side edge of circular opening to be min 3 In. from nearest stud in wall cavity. C. Fasteners — When wood stud framing is employed, gypsum wallboard attached to studs with cement coated nails as specified in the individual Wall or Partition Design. When steel channel stud framing is employed, gypsum wallboard attached to studs with Type S self -drilling, self -tapping bugle -head steel screws as specified in the individual Wall or Partition Design, 2. Through Penetrating Product* — Flexible Metal Conduit — Norn 4 in. diam (or smaller) aluminum or steel Flexible Metal Conduit+. Max one flexible metal conduit to be installed near center of circular opening in gypsum wallboard. Flexible metal conduit to be rigidly supported on both sides of wall assembly. AFC CABLE SYSTEMS INC 3. 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 wallboard layers on each side of the wall assembly. A min 5/8 in. thickness of caulk 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-1- Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. Last Updated on 1998-04-30 Questions? Print this page Terrns of Use Pacre Top © 2015 UL LLC The appearance of a company's name or product In this database does fiat in itself assure that products so identified have been manufactured under UL's Follow -Up Service. Only those products bearing the UL Mark should be considered to be Certified and covered under UL's Follow -Up Service. Always look for the Mark on the product. UL permits the reproduction of the material contained In the Online Certification Directory subject to the following conditions: i. The Guide Information, Assemblies, Constructions, Designs, Systems, and/or Certifications (files) must be presented in their entirety and in a non - misleading manner, without any manipulation of the data (or drawings). 2. The statement "Reprinted from the Online Certifications Directory with permission from UL" must appear adjacent to the extracted material. In addition, the reprinted material must Include a copyright notice in the following format: "© 2015 UL LLC". System No. W -L-2088 XHEZ•W-L-2088 Through -penetration Firestop Systems Page Bottom Design/System/Construction/Assembly Usage Disclaimer • Authorities Having Jurisdiction should be consulted in all cases as to the particular requirements covering the installation and use of UL Certified products, equipment, system, devices, and materials. • Authorities Having Jurisdiction should be consulted before construction. • Fire resistance assemblies arid products are developed by the design submitter arid have been investigated by UL for compliance with applicable requirements. The published information cannot always address every construction nuance encountered In the field. • When field issues arise, it is recornmended the first contact for assistance be the technical service staff provided by the product manufacturer rioted for the design. Users of fire resistance assemblies are advised to consult the general Guide Information fur each product category arid each group of assemblies. The Guide Information includes specifics concerning alternate materials arid alternate methods of construction. • Only products which bear UL's Mark are considered Certified. XHEZ - Through -penetration Firestop Systems See General Information for Through -penetration Firestop Systems System No. W -L-2088 May 23, 2005 F Ratings — 1 and 2 Hr (See Item 1) T Ratings — 0, 1 and 2 Hr (See Item 2) SECTION - 1. Wall Assembly — The 1 or 2 hr fire rated gypsurn board/stud wall assembly shall be constructed of the materials and in the mariner specified in the individual U300, U400 or V400 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 from 2 by 4 in. (51 by 10.2 mm) lumber spaced 16 in. (406 min) OC. Steel studs to be min 3-1/2 in. (89 rnrn) wide and spaced max 24 in. (610 min) QC. B. Gypsum Board* — Thickness, type, number of layers and fasteners as required in the individual Wall and Partition Design. Diam of opening shall be 7/8 in. (22 mm) larger than the outside diarn of nonmetallic pipe or conduit (Iters 2). The hourly F Rating of the Firestop system is equal to the hourly fire rating of the wall assembly in which it is installed. 2. Through Penetrants — One nonmetallic pipe or conduit to be installed either concentrically or eccentrically wlthin the firestop system. The annular space for max 1-1/4 in. (32 rnrn) diarn pipe or conduit shall be rnin 0 in. ( 0 min, point contact) to max 7/8 in (22 min). The annular space for pipe or conduit larger than nom 1-1/4 in. (32 mm) diarn shall be ruin 1/2 In. (13 mrn) to max 1 in. (25 rnm) Pipe or conduit to be rigidly supported on both sides of wall assembly. The following types arid sizes of nonmetallic pipes or conduits may be used: A. Polyvinyl Chloride (PVC) Pipe -- Nom in. (51 mm) diarn (or smaller) Schedule 40 solid core or cellular core PVC pipe for use in closed (process or supply) or vented (drain, waste or vent) piping system. B. Polyvinyl Chloride (PVC) Pipe — Nom 3 In. (76 mr'n) diam (or smaller) Schedule 40 solid core PVC pipe for use in closed (process or supply) piping system. C. Chlorinated Polyvinyl Chloride (CPVC) Pipe — Nom 3 in. (76 mm) diam (or smaller) SDR11 CPVC pipe for use in closed (process or supply) piping systems. D. Rigid Nonmetallic Conduit++ — Norn 3 in. (76 mm) diam (or smaller) Schedule 40 PVC conduit installed in accordance with the National Electrical Code (NFPA No 70). E. Electrical Nonmetallic Tubing (ENT)++ — Nom 1 in. (25 mm) diam (or smaller) ENT formed of PVC, installed in accordance with the National Electrical Code (NFPA No. 70). See Rigid Nonmetallic Conduit (DZKT) and Electrical Nonmetallic Tubing (FKHU) categories in the UL Electrical Construction Equipment Directory for names of manufacturers. F. Acrylonitrile Butadiene Styrene (ABS) Pipe — Norn. 2 In. (51 mm) diarn (or smaller) Schedule 40 solid core or cellular core ABS pipe for use in closed (process or supply) or vented (drain, waste or vent) piping systems. The hourly T Rating is dependent on the hourly rating of the wall assembly, the pipe or conduit size and whether the pipe is intended for use as a closed or vented system, as shown in the following table. 3. Fill, Void or Cavity Materials* — Caulk, Sealant or Putty — Min thickness of 5/8 in. (16 rnrn) arid 1-1/4 in. (32 mm) of caulk or putty for 1 and 2 hr rated wall assemblies, respectively, applied within annulus between pipe or conduit and periphery of the opening, flush with both surfaces of wall assembly. At the point contact location between pipe or conduit and gypsurn board, a rain 1/2 in. (13 rnrn) diam bead of caulk or putty shall be applied at the pipe or conduit/ board interface on both surfaces of wall assembly. 3M COMPANY — CP 25WB.1-, MP+ Stix, IC 15WB+ caulk or FB -3000 WT sealant. (Note: CP 25WB+ not suitable for use with CPVC pipes.) ++Bearing the UL Listing Mark. Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. Last Updated on 2005-05-23 The appearance of a company's name or product in this database does not in itself assure that products so identified have been manufactured under UL's Follow -Up Service. Only those products bearing the UL Mark should be considered to be Certified and covered under UL's Follow -Up Service. Always look for the Mark on the product. UL permits the reproduction of the material contained In the Online Certification Directory subject to the following conditions: 1. The Guide Information, Assemblies, Constructions, Designs, Systems, arid/or Certifications (files) must be presented in their entirety and in a non - misleading manner, without any manipulation of the data (or drawings). 2. The statement "Reprinted from the Online Certifications Directory with permission Froin UL" roust appear adjacent to the extracted material. In addition, the reprinted material roust include a copyright notice In the following format: "© 2015 UL LLC". System No. W -L-1001 XHEZ.W-L-1001 Through -penetration Firestop Systems Paye Bottom Design/System/Construction/Assembly Usage Disclaimer • Authorities Having Jurisdiction should be consulted in all cases as to the particular requirements covering the installation and use of UL Certified products, equipment, system, devices, arid materials. • Authorities Having Jurisdiction should be consulted before construction. • Fire resistance assemblies androducts are developed p e oped by the design submitter and have been Investigated by UL for compliance with applicable requirements. The published information cannot always address every construction nuance encountered In the field. • When field issues arise, it is recommended the first contact for assistance be the technical service staff provided by the product manufacturer rioted for the design. Users of fire resistance assemblies are advised � e.. a r, ad Iscd to consult the general Guide Information for each product category and each group of assemblies. The Guide Information includes specifics concerning alternate materials and alternate methods of construction, • Only products which bear UL's Mark are considered Certified. _._......._ - ...--- -...__ XHEZ - Through -penetration Firestop Systems See General Information for Through -penetration Firestop Systems System No. W -L-1001 June 15, 2005 F Ratings — 1, 2, 3 and 4 Hr (See Items 2 and 3) T Ratings — 0, 1, 2, 3, and 4 Hr (See Item 3) L Rating At Ambient — less than 1 CFM/sq ft L Rating At 400 F — less than 1 CFM/sq ft SECTION A -A 1. Wall Assembly — The 1, 2, 3 or 4 hr fire -rated gypsum wallboard/stud wall assembly shall be constructed of the materials and in the manner described 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. Studs — Wall framing may consist of either wood studs (max 2 h fire rated assemblies) or steel channel studs. Wood studs to consist of nom 2 by 4 in. (51 by .102 mm) lumber spaced 16 in. (406 mm) OC with nom 2 by el in. (51 by 102 min) lumber end plates and cross braces. Steel studs to be rain 3-5/8 in. (92 mm) wide by 1-3/8 in. (35 mm) deep channels spaced max 24 in. (610 man) OC. B. Gypsum Board* — Nom 1/2 or 5/8 in. (13 or 16 rnrn) thick, 4 ft. (122 cm) wide with square or tapered edges. The gypsum wallboard type, thickness, number of layers, fastener type and sheet orientation shall be as specified in the individual U300 or U400 Series Design in the UL Fire Resistance Directory. Max diarn of opening is 26 in. (660 rn(n). 2. Through -Penetrant — One metallic pipe, conduit or tubing installed either concentrically or eccentrically within the firestop system, The annular space between pipe, conduit or tubing and periphery of opening shall be min of 0 in / (0 mm). (point contact) to max 2 in. (51 mm) 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 24 in. (610 min) diam (or smaller) Schedule 10 (or heavier) steel pipe. B. Iron Pipe — Nom 24 in. (610 mm) diam (or smaller) service weight (or heavier) cast iron soil pipe, nom 12 in (305 rnm) diam (or smaller) or Class 50 (or heavier) ductile Iron pressure pipe. C, Conduit — Nom 6 in. (152 rnrn) diam (or smaller) steel conduit or norn 4 in (102 min) diarn (or smaller) steel electrical metallic tubing D. Copper Tubing — Nom 6 In, (152 mm) diam (or smaller) Type L (or heavier) copper tubing E. Copper Pipe — Norn 6 in. (152 mrn) diarn (or smaller) Regular (or heavier) copper pipe. F. Through Penetrating Product* — Flexible Metal Piping The following types of steel flexible metal gas piping may be used: 1. Nom 2 in. (51 mm) dlarrT (or smaller) steel flexible metal gas piping. Plastic covering on piping may or may not be removed on both sides of floor or wall assembly. OMEGA FLEX INC 2, Nom 1 In. (25 rnrn) diam (or smaller) steel flexible metal gas piping. Plastic covering on piping may or may not be removed on both sides of floor or wall assembly. GASTITE, DIV OF TiTEFLEX 3. Norn 1 in. (25 mm) diam (or smaller) steel flexible metal gas piping. Plastic covering on piping may or may not be removed on both sides of floor or wall assembly. WARD MFG L L C 3. Fill, Void or Cavity Material* — Caulk or Sealant — Min 5/8. , 1-1/4,1-7/8 and 2-1/2 in, (16, 32, 48 and 64 mm) thickness of caulk for .1, 2, 3 and 4 hr rated assemblies, respectively, applied within annulus, flush with both surfaces of wall. Min 1/4 in. (6 mm) diam bead of caulk applied to gypsum board/penetrant interface at point contact location on both sides of wall. The hourly F Rating of the firestop system is dependent upon the hourly fire rating of the wall assembly in which it is installed, as shown in the following table. The hourly T Rating of the Firestop system is dependent upon the type or size of the pipe or conduit and the hourly fire rating of the wall assembly In which it is Installed, as tabulated below: Max Pipe or Conduit Diam In (mm) Wall Closed (c) T Nom Pipe Assembly or Rating Diam In. Rating Hr Vented (v) Hr 1/2 to 3(13 to 76) 1 c 1 1/2 to 1-1/4 (13 to 1 v 1 32 ) 1/2 to 1-1/4 (13 to 2 C 2 32 ) 1/2 to .1-:1/4 (13 to 2 v 1 32 ) 2(51) 1 v 0 2(51) 2 v 0 3. Fill, Void or Cavity Materials* — Caulk, Sealant or Putty — Min thickness of 5/8 in. (16 rnrn) arid 1-1/4 in. (32 mm) of caulk or putty for 1 and 2 hr rated wall assemblies, respectively, applied within annulus between pipe or conduit and periphery of the opening, flush with both surfaces of wall assembly. At the point contact location between pipe or conduit and gypsurn board, a rain 1/2 in. (13 rnrn) diam bead of caulk or putty shall be applied at the pipe or conduit/ board interface on both surfaces of wall assembly. 3M COMPANY — CP 25WB.1-, MP+ Stix, IC 15WB+ caulk or FB -3000 WT sealant. (Note: CP 25WB+ not suitable for use with CPVC pipes.) ++Bearing the UL Listing Mark. Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. Last Updated on 2005-05-23 The appearance of a company's name or product in this database does not in itself assure that products so identified have been manufactured under UL's Follow -Up Service. Only those products bearing the UL Mark should be considered to be Certified and covered under UL's Follow -Up Service. Always look for the Mark on the product. UL permits the reproduction of the material contained In the Online Certification Directory subject to the following conditions: 1. The Guide Information, Assemblies, Constructions, Designs, Systems, arid/or Certifications (files) must be presented in their entirety and in a non - misleading manner, without any manipulation of the data (or drawings). 2. The statement "Reprinted from the Online Certifications Directory with permission Froin UL" roust appear adjacent to the extracted material. In addition, the reprinted material roust include a copyright notice In the following format: "© 2015 UL LLC". System No. W -L-1001 XHEZ.W-L-1001 Through -penetration Firestop Systems Paye Bottom Design/System/Construction/Assembly Usage Disclaimer • Authorities Having Jurisdiction should be consulted in all cases as to the particular requirements covering the installation and use of UL Certified products, equipment, system, devices, arid materials. • Authorities Having Jurisdiction should be consulted before construction. • Fire resistance assemblies androducts are developed p e oped by the design submitter and have been Investigated by UL for compliance with applicable requirements. The published information cannot always address every construction nuance encountered In the field. • When field issues arise, it is recommended the first contact for assistance be the technical service staff provided by the product manufacturer rioted for the design. Users of fire resistance assemblies are advised � e.. a r, ad Iscd to consult the general Guide Information for each product category and each group of assemblies. The Guide Information includes specifics concerning alternate materials and alternate methods of construction, • Only products which bear UL's Mark are considered Certified. _._......._ - ...--- -...__ XHEZ - Through -penetration Firestop Systems See General Information for Through -penetration Firestop Systems System No. W -L-1001 June 15, 2005 F Ratings — 1, 2, 3 and 4 Hr (See Items 2 and 3) T Ratings — 0, 1, 2, 3, and 4 Hr (See Item 3) L Rating At Ambient — less than 1 CFM/sq ft L Rating At 400 F — less than 1 CFM/sq ft SECTION A -A 1. Wall Assembly — The 1, 2, 3 or 4 hr fire -rated gypsum wallboard/stud wall assembly shall be constructed of the materials and in the manner described 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. Studs — Wall framing may consist of either wood studs (max 2 h fire rated assemblies) or steel channel studs. Wood studs to consist of nom 2 by 4 in. (51 by .102 mm) lumber spaced 16 in. (406 mm) OC with nom 2 by el in. (51 by 102 min) lumber end plates and cross braces. Steel studs to be rain 3-5/8 in. (92 mm) wide by 1-3/8 in. (35 mm) deep channels spaced max 24 in. (610 man) OC. B. Gypsum Board* — Nom 1/2 or 5/8 in. (13 or 16 rnrn) thick, 4 ft. (122 cm) wide with square or tapered edges. The gypsum wallboard type, thickness, number of layers, fastener type and sheet orientation shall be as specified in the individual U300 or U400 Series Design in the UL Fire Resistance Directory. Max diarn of opening is 26 in. (660 rn(n). 2. Through -Penetrant — One metallic pipe, conduit or tubing installed either concentrically or eccentrically within the firestop system, The annular space between pipe, conduit or tubing and periphery of opening shall be min of 0 in / (0 mm). (point contact) to max 2 in. (51 mm) 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 24 in. (610 min) diam (or smaller) Schedule 10 (or heavier) steel pipe. B. Iron Pipe — Nom 24 in. (610 mm) diam (or smaller) service weight (or heavier) cast iron soil pipe, nom 12 in (305 rnm) diam (or smaller) or Class 50 (or heavier) ductile Iron pressure pipe. C, Conduit — Nom 6 in. (152 rnrn) diam (or smaller) steel conduit or norn 4 in (102 min) diarn (or smaller) steel electrical metallic tubing D. Copper Tubing — Nom 6 In, (152 mm) diam (or smaller) Type L (or heavier) copper tubing E. Copper Pipe — Norn 6 in. (152 mrn) diarn (or smaller) Regular (or heavier) copper pipe. F. Through Penetrating Product* — Flexible Metal Piping The following types of steel flexible metal gas piping may be used: 1. Nom 2 in. (51 mm) dlarrT (or smaller) steel flexible metal gas piping. Plastic covering on piping may or may not be removed on both sides of floor or wall assembly. OMEGA FLEX INC 2, Nom 1 In. (25 rnrn) diam (or smaller) steel flexible metal gas piping. Plastic covering on piping may or may not be removed on both sides of floor or wall assembly. GASTITE, DIV OF TiTEFLEX 3. Norn 1 in. (25 mm) diam (or smaller) steel flexible metal gas piping. Plastic covering on piping may or may not be removed on both sides of floor or wall assembly. WARD MFG L L C 3. Fill, Void or Cavity Material* — Caulk or Sealant — Min 5/8. , 1-1/4,1-7/8 and 2-1/2 in, (16, 32, 48 and 64 mm) thickness of caulk for .1, 2, 3 and 4 hr rated assemblies, respectively, applied within annulus, flush with both surfaces of wall. Min 1/4 in. (6 mm) diam bead of caulk applied to gypsum board/penetrant interface at point contact location on both sides of wall. The hourly F Rating of the firestop system is dependent upon the hourly fire rating of the wall assembly in which it is installed, as shown in the following table. The hourly T Rating of the Firestop system is dependent upon the type or size of the pipe or conduit and the hourly fire rating of the wall assembly In which it is Installed, as tabulated below: Max Pipe or Conduit Diam In (mm) F Rating Hr T Rating Hr 1 (25) 1 or 2 01, 1 or 2 1 (ZS)u`- -�..-- 3 or 4 3 or 4 .....................»»»»».....w..».. 4 (102) 1 or 2 0 6 (152) 3 or 4 0 12 (305) 1 or 2 0 +When copper pipe is used, T Rating Is 0 IT. 3M COMPANY — CP 25WB+ or FB -3000 WT. * Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. Last Updated on 2005-06-15 Questions? Print this oage Terms of Use Paoe 'Top © 2015 UL LLC The appearance of a company's name or product in this database does riot in itself assure that products so identified have been manufactured under UL's Follow -Up Service. Oniy those products bearing the UL Mark should be considered to be Certified and coverer( under UL's Follow-up Service. Always look for the Mark on the product. UL permits the reproduction of the material contained in the Online Certification Directory subject to the following conditions: 1. The Guide Information, Assemblies, Constructions, Designs, Systems, and/or Certifications (files) roust be presented in their entirety and in a non - misleading manner, without any manipulation of the data (or drawings), 2. The statement "Reprinted from the Online Certifications Directory with permission from UL" rnust appear adjacent to the extracted material. In addition, the reprinted material roust include a copyright notice In the following format: "© 2015 UL LLC". DESIGN THREE ASSOCIATES 815 ORIENTA AVE. SUITE 1050 ALTAMONTE SPRINGS, FL 32701 (407)834-2444 AAP00045Z PROJECT: NO: 17032 SEMINOLE COUNTY EMERGENCY MANAGEMENT #1271 BRIO BUSINESS CENTER BUILDING NO.4 1 271 AIRPORT BLVD. SANFORD, FLORIDA 32773 ISSUE: DATE: FOR cvrts rr DU: r.oLv:'� COPYRIGHT U 2017 - DESIGN THREE ASSOCIATES RESERVES ALL RIGHTS FOR WHICH THESE DOCUMENTS WERE ORIGINALLY CREATED, EVOLVED AND DEVELOPED. REPRODUCTIONS, CHANCES OR ASSIGNMENTS ARE PROHIDIIEO WITHOUT WRITTEN PERMISSION FROM DESIGN THREE A55OCWIES, SHEET: A 1.3 , , , -- 1- fZPIIINE CER[1ElCAT_L41j� DIRECTORY System No. CJ -D-0007 XHBO.CJ-D-0007 Continuity Head -of -wall Joint Systems page Bottom Design/System/Construction/Assembly Usage Disclaimer • Authorities I living Jurisdiction should be consulted in all cases as to the particular requirements covering the installation and use of UL Certified products, equipment, system, devices, and materials. • Authorities Fiaving Jurisdiction should be consulted before construction. Firereslstance assemblies and products are developed by the design submitter and have been Investigated by UL for compliance with opplkable requirements. The published information cannot always address every construction nuance encountered in the field. When field Issues arise, it is recommended the first contact for assistance be the technical service staff provided by the product manufacturer noted for the design. Users of fire resistance assemblies are advised to consult the general Guide Information for each product category and each group of assemblies. The Guide Information includes specifics concerning alternate materials and alternate methods of construction. • Only products which bear UL's Murk are consldergd Certified. XHBO - Continuity Head -of -wall Joint Systems SeeGeneral Information for Continuity Ftead-of-wall Joint Systems System No. 0-D-0007 Apdi 19, 2012 Joint Rating — I lir Nominal Joint Width —2 Ia. Class II or III Movement Capabilities — 100% Compression and Extension IA Q15"(20 dpi ( G Il X:W.••.• et \'';..+✓�. C"31�at:.. h,1t ^` .;ti ns QF 1, Will Assembly — The minimum 1 h fire rated gypsum board/steel stud wall assembly shall be constructed of the materials and In the manner specified in the Individual U400, V400 at, W400 Series Wall and Partition Design In the UL Fire Reslstance Ulrectory and shall Include the following construcUon features: A. Celling Deflection Channel — U-shaped channel formed from min 16 ga steel sited to accommodate steel studs (Item 2D) and provided with nom 5 In.. (127 min) flanges. Deflection channel installed parallel with and between pur)ins and secured to lateral bracing (Item IB) with ruin No. 14 self -tapping, hex -head, plated steel or stainless steel screws. B. Steel Floor and Ceiling Runners — Fluor runner of the will assembly and the floor and ceiling runners of the cripple wall above the: wall assembly shall consist of min 1-1/4 in. (32 mm) deep min 25 go guly steel channels sized to accommodate steel studs (Item 2D). Floor runner of cripple wall aligned with and screw -attached to top of ceiling deflection channel. Ceiling runner or cripple wall installed to compress Insulation (Item' IC) and packing material (Item 7.C) to min thickness of 3/8 in. (10 mm) and 1 in. (25 may, respectively, by wedging lengths of stud (Item 20) between the runners. Steel studs of cripple wall attached to floor and telling runners with steel screws. C. Batts and Ulankets* - Packing Material — Unfaced compressible mineral wool batt Insulation having a nom 2 in. (51 rum) thickness before compression and a num density of 4 pcf (64 kg/m'). Strips of nom 2 In. (51 turn) thick batt cut to width of cripple wall ceiling runner and compresses) rain 50 percent in thickness between cripple wall ceiling runner and insulation (item IC). Compression of mineral wool batt packing material to result. in compression of insulation (Item 7C) to nominal 3/8 in. (10 corn) thickness. When width of metal roof deck panels (Itenn TO) rib exceeds 2 In. (51 nun), See Batts and Blankets (BZJZ) category in the UL Fire Riesfstonce uiwaory or Batts and Blankets (BKNV) category . in the UL Bullding Materials Directory for names of manufacturers, D. Studs — Steel studs to be, min 3-1/2 In.. (89 mal) wide. Studs cut nlax 2 In. (51 mai) less in length than the wall assembly height beneath purlins with bottom nesting In and resting oil the floor runner and with top nesting In telling deflection channel without attachment. Stud spacing not to exceed 24 in. (610 nlrrr) O.C. Studs of cripple wall cut to length as required to compress packing material (Item 2C) and insulation .(Tern 1C) to min thicknesses of I in. (25 rum) and 3/8 In. (10 mm), respectively. Studs spaced max 24 In. (610 roan) OC. E. Gypsum Board" — (CKNX)— Min 5/8 in. (16 mm) thick gypsum board sheets Installed on each side of wall. Wall to be constructed as specified in the Individual U40U or V400 Series Design in the UL Fre Resistance Directory except that a max 2 in. wide gap shall be maintained between the gypsum board of the wall assembly and the gypsum board of the cripple wall. Top edge of gypsum board of wall assembly to be rnox 2 In. (51 mm) below top of telling deflection channel. Bottom edge of cripple wall gypsum board to be flush with top of telling deflection channel. Screws securing gypsum board to steel studs of wall assergbly to be located 2-1/4 in. to 2-1/2 In. (57 to 64 min) below flange of ceiling deflection channel. Screws securing gypsum board of cripple wall to be driven into studs dnd runners of cripple wail. No screws are to be striven Into flanges of ceiling deflection channel. F. Gypsum Board * — (CKNX) — Min 5/8 In. (16 turn) thick "rip strip" of gypsum board installed to cover first layer of gypsum board on cripple wall and to. lupulin 3 til. (76 Film) onto gypsum board of wall assembly on each side of wall. The "rip strip" of gypsum board is to be the same material used for the wall assembly and is to be secured to the studs and runners of the cripple wall. No Screws are to be driven into flanges of ceiling deflection channel. Joints of "rip strip" to be offset from joints of gypsuin boardon wall assembly. Max separatiya between top of wall assemblygypsum board and bottom of cripple wall gypsum board (at time of Installation of joint system) Is 2 in, (51 mm). The joint system is designed to accommodate a max 100 percent compression or extension from its installed width. 2. Nonrated Horizontal Assembly — The nonrated horizontal assernUly shall be constructed of the materials and In the manner described in the individual Roof Deck Constructions (Guide TGItX) in the UL Roofing Materials and 5y5terns Directory and shall include the following cunstruction features: A. Perlin — (Not Shown) - Min 16 go coated steel. Max spacing as specified in the individual Roof -Ceiling Design. B. Lateral Bracing — Min 16 go coated steel strap, channel, angle or other structural shape Installed where required for lateral support of studs. Attached to steel purlins on each side of wall assembly with welds or with ruin No. 14 self -tapping, hex -head, plated steel or stainless steel screws. C. Batts and Blankets* - Insulation — Any faced compressible glass -fiber blanket insulation having a min 6 in. (152 man) thickness before compression and a min density of 0.6 Pcf (9.6 kg/m'). Insulation draped over puffins prior to Installation of panel clips (Item 1F) and/or metal roof deck panels (Itern 1D). Side edges of the batt^ shall be butted or overlapped a nnax of 3 in. (76 nun). See Batts and Blankets (UZJZ) categary It! the UL Fire Resistance Directory or Batts and Blankets (BKNV) Category in the UL Building Materials Directory for names. of manufacturers - D. Metal Roof Deck Panels- — Min 26 go coated steel. 'Panels continuous over two or more spans. Roof panel end laps, If required, centered over purlins with min 3 in. (76 min) panel overlap as specified in the individual Roof -Ceiling Deslgn. A line of tube sealant or tape sealant may be used at panel end and side laps. See. Metal Roof Deck Panels (TJPV) category in the UL Roofing Materials and Systems Directory for namesof manufacturers. E. Fasteners — Fasteners used for panel-Lo-purlin and panel -to: -panel connections to be self - tapping, hex -head, plated steel or stainless steel screws with either an integral or a separate steel washer fitted with a compressible sealing washer. Fastener type, length, pilot hole diarn and spucing to be as specified in the Indlyldual Roof -Ceiling Desig n. F. Roof Deck Fasteners* - Panel Clips — (Not Shawn) - Panel clips used for panel-to-purlin connections to be secured to purlin throughlnsulutioo as specified in the Individual Rouf-Ceiling Design. See Roof Deck Fasteners .(TLSX) category in the Of, Roofing Materials and 5ysterns Directory for Flames of manufacturers. G. Thermal Spacer Blocks — (Not Shown) - Expanded polystyrene strips cut to fit between panel clips (Item 1F) as specified in the Individual 116cf-Ceiling Design. Thermal spacer blocks, when used, are to be installed between Insulation (item IC) and metal roof deck panels (Item 1D) over purilns. 3. Fill, Vold or Cavity Material* (XHH W) — Caulk —titin 5/8 in. (16 nim) thickness of fill material installed to fill any gap between top of cripple wall gypsum board and Insulation (hear 1C) on each side of the will. Additional sealant instulled to fill annular space between lateral bracing and gypsum board "rip strip' (Item 2F) on bath sides of wall. Additional nom 1/2 in. (13 mm) diarn bead of sealant to be applied around perimeter of lateral brace at its interface with the "rip strip" on each side of the wall. 3M COMPANY 3M FIRE PROTECTION PRODUCTS— CP 25WB+ Caulk * Indicates such products shall bear the UL or cUL Certification Mark for jurisdfctidhs employing the UL or cUL Certification (such as Canada), respectively. Last U dR ated on 2012-0419 Que5tI0I157 Print this babe - Terns of Use elJg _12E (Sp 2016 UL LLC The appearance of a company's name or product In this database does riot In Itself assuro that prudocts so Identified have been manufactured under UUs Follow -Up Service. Only those products bearing the UL Mark should be considered to be Certified and covered under UL's Follow -Up Service. Always look far the Mark on the product. UL permits the reproduction of the material contained In the Online Certincatlon Directory subject to the following conditions: 1. The Guide Information, Assemblies, Constructions, Designs, Systems, and/or Certifications (files) must be presented in their entirety and in a non - misleading manner, without any manipulaUun of the data (or drawings). 2. The statement "Reprinted from the Online Certifications Directory with permission from UL" must appear adjacent to the extracted material. In addition, the reprinted material must include a copyright notice In the following format: "V 2016 UL LLC". U 2015 UL LLC "REPRINTED FROM THE ONLINE GERTIFIGATIONS DIREGTOR'f KITH PERMISSION FROM UL, DESIGN THREE ASSOCIATES 815 ORIENTA AVE. SUITE 1050 ALTAMONTE SPRINGS, FL 32701 (407) 834-2444 AAP000452 PROJECT: NO: 17032, SEMINOLE COUNTY EMERGENCY MANAGEMENT #12'1 BRIO BUSINESS CENTER BUILDING NO.4 1271 AIRPORT BLVD. SANFORD, FLORIDA 32773 I C• -r C"11 C'. HATE^. COPYRIGHT (C) 2017 — DESIGN THREE ASSOCIATES RESERVES ALL RIGHTS FOR WHICH THESE DOCUMENTS WERE ORIGINALLY CREA(EU, EVOLVED ANU UEVELOPEU. REPRODUCIIUNS, CHANGES OR ASSIQNMENIS ARE PROHIBITED WlfHOUf WRIFfEN PERMISSION FROM DESIGN 'THREE ASSOCIATES. SHEET: A1.4 1•4 I a a. Lu O m� r-- I WX LQ �O E :mm) z I in X 1- _n I I rlu t 15ux l TOILET ROOM I low f.... s. AAREH0U5E l0 —11 MAXIMUM TRAVEL U15TANGE TO EXIT 5q' -O" Y o F — m�n F E A F E T `Y L A N PLAN SCALE: I/4" = I' -O" W.RTH L I FE SAFETY PLAN KEY NOTES U RELOGATED EXISTING 3A 40 B:G FIRE EXTINGUISHER. DOOR S(,HE MULE DESCRIPTION FLOOR NO. DESGRIPTION SIZE FRAME HARDWARE REMARKS BASE - NEW 4" VINYL DOVE NEW - INTERIOR S.G. WOOD DOOR 3'-O" X 6'-8" H.M. ® lO NO. ROOM NAME �� AS SELECTED BY LANDLORD. W-3 EX -I EXISTING EXTERIOR - STOREFRONT DOOR 3'-O" X -1'-O" ALUM. 9 v EX -2 EXISTING - COILING OVERHEAD DOOR 10'-0" X 12'-0" PA55A6EWAY5 AND CORRIDORS SHALL NOT BE LE55 THAN GLA55 II. IN ALL AREAS, FLOOR GOVERING MATERIALS SHALL GOMPLY WITH THE DOGFF-I "PILL TEST" (GPSG 16 GFR, PART 1630). THE GLA551FIGATI0N REFERRED TO HEREIN GORRESPONDS EXIST EX -3 EXISTING EXTERIOR - H.M. DOOR 3'-0" X 6'-8" H.M. * ALL HARDWARE TO MATGH EXISTING BLDG STANDARD. ODOORS TO BE STAINED AND URETHANED, AND FRAMES TO BE PAINTED. HARD PARE SETS ❑A EXISTING © ©EXISTING HINGES - 1 1/2 PR HINGES - 1 1/2 PR PUSH / PULL •�• LOGKSET - LEVER HANDLE PRIVAGY LOGKSET - LEVER HANDLE GYLINDER LOGK ® THRESHOLD /PERIMETER WEATHERSTRI PPI NG CLOSER CLOSER THRESHOLD /PERIMETER WEATHERSTRI PPI NG "s ALL HARDWARE TO MATCH EXISTING BLDG STANDARD. e ALL HARDWARE SHALL BE UNLOCKED IN THE DIRECTION OF EGRESS REGARDLESS OF OTHER LOCK FUNGTI0N5. ALL DOOR HARDWARE SHALL BE LEVER TYPE IN GOMPLIANGE WITH ADA AND FLORIDA BUILDING GODE. ROOM FINISH SCHEDULE ROOM DESCRIPTION FLOOR BASE WALLS GEILING NORTH WALL SURFACE KE'(: wESr•.• EAST GORRI DORS $ 5-I BASE - NEW 4" VINYL DOVE AS 5ELEGTED BY LANDLORD. OTHER W -I WALL FINISH - PRIMED sou TH NO. ROOM NAME �� AS SELECTED BY LANDLORD. W-3 1/4AIN5G0AT - FRP AS 5ELEGTED BY LANDLORD. OI G -I OKI v v G-2 REMARKS PA55A6EWAY5 AND CORRIDORS SHALL NOT BE LE55 THAN GLA55 II. IN ALL AREAS, FLOOR GOVERING MATERIALS SHALL GOMPLY WITH THE DOGFF-I "PILL TEST" (GPSG 16 GFR, PART 1630). THE GLA551FIGATI0N REFERRED TO HEREIN GORRESPONDS EXIST , N/A 101 WAREH0U5E •�• �� ® I 4 5 102 UNISEX TOILET -ROOM ® ® •:s �a ® I 2 3 of DASHED LINE INDIGATES WAINSGOAT FINISH TO 48" A,F.F. SEE ENLARGED TOILET ROOM PLAN I/A3.1. 0/ WALL ABOVE WAINSGOAT TO BE PAINTED W-2. 03 ALL EXP05ED GYPSUM BOARD WALL SURFAGES TO RECEIVE LEVEL 4 FINISH AND DRYWALL PRIMER. 0/ PRIMED PARTITION WALLS IN WAREHOUSE SHALL RECEIVE A LEVEL 3 DRYWALL FINISH. O WALL ABOVE WAIN5G0AT TO BE PAINTED W -I. FINISH KEY NO. DESCRIPTION SPEGIFIGATION REMARKS F -I FLOOR FIN15H - VGT AS 5ELEGTED BY LANDLORD. GORRI DORS $ 5-I BASE - NEW 4" VINYL DOVE AS 5ELEGTED BY LANDLORD. OTHER W -I WALL FINISH - PRIMED AS 5ELEGTED BY LANDLORD. EXITWAYS W-2 WALL FIN15H - PAINT - LATEX 5EM1-61-055 AS SELECTED BY LANDLORD. W-3 1/4AIN5G0AT - FRP AS 5ELEGTED BY LANDLORD. OI G -I GEILING FINISH - GYPSUM BOARD 2. GLASS B INTERIOR WALL AND GEILING FINISH - FLAME SPREAD 26-75, (NEW) SMOKE DEVELOPED 0-450. 3, GLASS G INTERIOR WALL AND GEILING FINISH - FLAME SPREAD -16-200, (NEW) SMOKE DEVELOPED 0-450. G-2 GEILING FIN15H - EXISTING EXPOSED STRUGTURE PA55A6EWAY5 AND CORRIDORS SHALL NOT BE LE55 THAN GLA55 II. IN ALL AREAS, FLOOR GOVERING MATERIALS SHALL GOMPLY WITH THE DOGFF-I "PILL TEST" (GPSG 16 GFR, PART 1630). THE GLA551FIGATI0N REFERRED TO HEREIN GORRESPONDS EXIST EXISTING FLOOR, WALL, OR GEILING FINISH TO REMAIN N/A INTERIOR FINISH GLA551FIGATI0N LIMITATIONS. WALL S-rMBOL EXIT EXIT AGGE55 ROOMS 4 PASSAGEWAYS GORRI DORS $ ENCLOSED 3 5/8" METAL STUD PARTITION WALL WITH 5/8" G'fPSUM BOARD ATTAGFIED TO BOTH SIDES(5--rPSUM OF 3 5/8” MTL. 5TUD5 ® 16" O.G. WITH I" LONG TYPE 5 STEEL SGREWS SPACED 16" O.G. TYP. ;..,,.,.:•,,.,•, x,� ;,,„,;••,,:4,, •. OTHER SPACES EXITWAYS MINIMUM INTERIOR FINISH GLAS51FIGA-TION 5-I'ORAGE: G G G I. GLASS A INTERIOR WALL AND GEILING FIN15FI - FLAME SPREAD 0-25, (NEW) SMKE DEVELOPED 0-450. 2. GLASS B INTERIOR WALL AND GEILING FINISH - FLAME SPREAD 26-75, (NEW) SMOKE DEVELOPED 0-450. 3, GLASS G INTERIOR WALL AND GEILING FINISH - FLAME SPREAD -16-200, (NEW) SMOKE DEVELOPED 0-450. NOTE: ALL INTERIOR FIN15HE5 SHALL BE IN AGGORDANGE WITH FLORIDA FIRE PREVENTION GODS, FIFTH EDITION. * MINIMUM GRITIGAL RADIANT FLUX : INTERIOR FLOOR FIN15FI AND FLOOR GOVERING MATERIALS IN EXIT ENGLOSURES, EXIT PA55A6EWAY5 AND CORRIDORS SHALL NOT BE LE55 THAN GLA55 II. IN ALL AREAS, FLOOR GOVERING MATERIALS SHALL GOMPLY WITH THE DOGFF-I "PILL TEST" (GPSG 16 GFR, PART 1630). THE GLA551FIGATI0N REFERRED TO HEREIN GORRESPONDS TO THE GLASSIFIGATIONS DETERMINED BY NFPA 253 AS FOLLOWS: GLASS 11, 0.22 WATTS/CM2 OR GREATER. I I ZH F L 0® R F L A FILM HORTSCALE: I/4" = I' -O" FLOOR FLAN KEY NOTES (I EXISTING ONE-HOUR FIRE RATED PARTITION. 2U NEW 3-5/8" MTL. STUD PARTITION WALL (SHADED) TYPICAL. 5EE DETAIL 5/A3.1. O NEW ONE-HOUR FIRE RATED PARTITION WALL. SEE DETAIL 4/A3.1. NEW SERVIGE SINK. EXISTING STRUCTURAL GOLUMN. © NEW TRANSITION STRIP. EXISTING EXTERIOR STOREFRONT 5'f STEM. FARTITION L.EC�1HEND WALL S-rMBOL WALL TYPE --- ---------------- 'WHIM „:<,:: Wl ;,,,,,,,,,�,,, W4=1 EXISTING ONE-HOUR FIRE RATED PARTITION. NEW ONE-HOUR FIRE RATED PARTITION. 3 5/8" METAL STUD PARTITION WALL WITH 5/8" G'fPSUM BOARD ATTAGFIED TO BOTH SIDES(5--rPSUM OF 3 5/8” MTL. 5TUD5 ® 16" O.G. WITH I" LONG TYPE 5 STEEL SGREWS SPACED 16" O.G. TYP. ;..,,.,.:•,,.,•, x,� ;,,„,;••,,:4,, •. SEE WALL 5EGTI0N DETAILS ON SHEET A3.1 DESIGN THREE ASSOCIATES 815 ORIENTA AVE. SUITE 1050 AL TAMONTE SPRINGS, FL 32701 (407)834-2444 AAPO00452 PROJECT: NO: 17032 SEMINOLE COUNTY EMERGENCY MANAGEMENT # 1271 BRIO BUSINESS CENTER BUILDING NO.4 1271 AIRPORT BLVD, SANFORD, FLORIDA 32773 ISSUE: .r/�a- DATE: FOR EONS rF;l COF'(RIGHT © 2017 - DESIGN THREE ASSOCIATES RESERVES ALL RIGHTS FOR WHICH THESE DOCUMENTS WERE ORIGINALLY CREATED, EVOLVED AND DEV LOPED. REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE PROHIBRED WITHOUT WRITTEN PERMISSION FROM DESIGN THREE ASSOCIATES. SHEET: A2* I L AS r E , T t� G E I L I NCS � L. N ' `~ 5GALE: 1/4" - I' -O' NORTH REFLECTED OE I L I NCS PLAN KE1' NOTES (D NEW 6-rPSUM BOARD GEILING q'-5-1/2" A.F.F. ( 2� EXP05ED STRUCTURE. S'r'MDOLS LEGEND PAF,�'TITION LESEND 4 -LAMP, 4' LONG T5 LIGHT NALL TYPE FIXTURE, EXISTING ONE-HOUR FIRE RATED PARTITION. BLDG. STANDARD NALL F MOUNTED LIGHT" FIXTURE - GENTERED ABOVE LAVA70R'(. 5 5/b” METAL STUD PARTITION NALL NITH 5/b" GYPSUM BOARD ATTAC.FIED TO BOTH 51DE5 OF 5 5/8" MTL. STUDS ® 16" O.G. WITH I" LONG TYPE 5 STEEL SGRENS SPAGED 16" O.G. TYP. ILLUMINATED DIREGTIONAL EXIT LIGHT, SINGLE FACE KITH BATTERY BACK-UP. BATTERY OPERATED EMERGENCY LIGH"f FIXTURE. E DENOTES EXISTING FIXTURE / ITEM TO REMAIN. N DENOTES NEN FIXTURE / ITEM. PAF,�'TITION LESEND NALL SYMBOL NALL TYPE ....- .."_----.__ .------._....... -............... -""... fmf„eF, :wrswmu u":uuuu, uuucox EXISTING ONE-HOUR FIRE RATED PARTITION. NEW ONE-HOUR FIRE RATED PARTITION. 5 5/b” METAL STUD PARTITION NALL NITH 5/b" GYPSUM BOARD ATTAC.FIED TO BOTH 51DE5 OF 5 5/8" MTL. STUDS ® 16" O.G. WITH I" LONG TYPE 5 STEEL SGRENS SPAGED 16" O.G. TYP. r'•t„'•: •.', .' r ,>:• . ;,r`.,r`.; SEE NALL 5EGTION DETAILS ON SHEET A5.1 Mill\ DESIGN THREE ASSOCIATES 815 ORIENTA AVE. SUITE 1050 AI~TAMONTE SPRINGS, FI -32701 FOR GONSTRU VI'10'*ilr COPYRIGHT (C) 2017 — DE51ON THREE A350GIATES RESERVES ALL RIGHTS FOR WHICH '(HESE DOCUMENTS WERE ORIGINALLY CREATED, EVOLVED AND DEVELOPED. REPRODUCTIONS, CHANCES OR ASSIGNMENTS ARE PROHIU[TED WITHOUT WRITTEN PERMISSION FROM UE51ON THREE ASSOCIATES, SHEET: A2.2 f f 0 N m ENL,6\R6ED TOILET ROOM PLAN UNFAGED GOMPRE551BLE BATT INSULATION PER UL DETAIL GD -J-000"1. FILL JOINT WITH 5/8" MIN. FIRE RATED GAULK ON EAGH 51DE OF WALL BETWEEN THE TOP OF THE WALLBOARD AND ALL SURFACES OF THE ROOF DECK, FLUSH WITH EAGH 51DE OF THE WALL PER UL DETAIL GD -J-0007. METAL BUILDING ROOF STRUGTURE HEIGHT VARIES. PROVIDE 6" R-Iq BATT N5ULATION. 6" NO. 25 M50 (MIN.) GALV. 5-rL. GHANNEL STUDS © 24" U.G. MAX. W/ 5/8" TYPE "X" GYP. BOARD ATrAGFIED TO STEEL STUDS AND GEILING TRAGK WITH I" LONG, TYPE 5 STEEL 5( -;RENS SPADED 8" O.G. ALONG EDGES OF BOARD AND 12" O.G. IN THE FIELD OF THE BOARD. JOINT5 ORIENTED VERTIGALLY AND STAGGERED ON OPPOSITE SIDES OF THE ASSEMBLY PER UL ASSEMBLY DESIGN NO. U41q. GONT. MTL. RUNNER ® TOP � BUTT. OF MTL. STUD WALL, FASTEND TO FLOOR WITH 0.145 HILTI DX FASTENERS ® 24" O.G. OR EQUAL, FLOOR FIN15H A5 5PEGIFIED IN FINISH SCHEDULE. SCALE: 1/2" = 1'-0" TOILET ROOM PLAN <E"'r NOTES OI AGGESSIBLE WALL MOUNTED LAVATORY. SEE PLUMBING PLANS. 42" LONG X 1-1/2" DIA. GRAB BAR. BOBRIGK 6806 x 42 OR EQUAL, O3 36" LONG X 1-1/2" DIA. GRAB BAR. BOBRIGK 6806 x 36 OR EQUAL. ® FLOOR MOUNTED AGGE551BLE WATER GL05ET. SEE PLUMBING PLANS, O5 TOILET PAPER DISPENSER. BOBRIGK B-1681.60 OR EQUAL. © NAPKIN REGEPTAGLE. BOBRIGK B-254 OR EQUAL. O PAPER TOWEL /TRASH REGEPTAGLE. BOBRIGK B -36q OR EQUAL. ® GOAT HOOK. BOBRIGK B-671 OR EQUAL. ® 18" x 30" POLISHED PLATE GLASS MIRROR WITH 5.5. FRAME. BOBRIGK B-2qO 1830 OR EQUAL. 10 60" DIAMETER CLEAR FLOOR 5PAGE FOR WHEELGHAIR. II ADA GOMPLIANT 516NA65E. SEE DETAIL 3/A3.1. 12 PROVIDE BLOGKING ® GRAB BARS A5 REO'D-TYPIGAL. 13 HOT WATER 4 DRAIN PIPES TO BE INSULATED TO PROTECT AGAINST GONTAGT. 14 DASHED LINE REPRESENTS GLEAR FLOOR SPAGE PER ADA REQUIREMENTS. 15 NEW SERVICE SINK. NOTE: LAVATORY MAY NOT OVERLAP THE GLEAR FLOOR 5PAGE REQUIRED FOR THE WATER CLOSET. NOTE: GRAB BARS SHALL HAVE AN OUTSIDE DIA. OF 1 I/2", WITH5TAND A LOAD OF 250 LB5. APPLIED ® ANY POINT DOWNWARD OR VERTIGALLY, 4 SHALL NOT ROTATE WITHIN THEIR FITTINGS. 3-1/2" R -II BATT INSULATION. 20 GA. 6" METAL STUD JOISTS @ 24" O.G. 1/2" GYPSUM BOARD GLC. 6" METAL STUD TRAGK © EAGH END OF JOISTS TYPIGAL. PROVIDE 3-1/2" R -II BATT INSULATION. ONE ;-SOUR PARTITION MALL 5 FART UL DESIGN NO. U41q SGALE: 1/2" = 1'77 k A5.1 PROVIDE BASE AS SPEGIFIED IN FINI5FI SCHEDULE. FLOOR FINISH AS SPEGIFIED IN FINISH SGHEDULE. E T"rF I GAL MOUNTI NC, HEIGHTS FOR TOILET FIXTURES 4 AGGESSORI ES *5EE TOILET ROOM PLAN KEY NOTES 0 SCALE: 1/2" = 1'-0" SEGURE WITH VTM DOUBLE FAGE TAPE. 1/32" RAISED LETTERS AND GRAPHIG5 1/32" GRADE II BRAILLE TO GONFORM TO SPEG. 800 NATIONAL LIBRARY SERVIGE LIBRARY OF GONGRES5. — DA GOMP N�wj b �o SCALE: 3" = 1'-0" DESIGN THREE ASSOCIATES 815 ORIENTA AVE. SUITE 1050 ALTAMONTE SPRINGS, FL 32701 (407) 834 � 2444 AAP000452 PROJECT: NO: 17032 SEMINOLE COUNTY EMERGENCY MANAGEMENT #1271 BRIO BUSINESS CENTER BUILDING NO.4 1271 AIRPORT BLVD. SANFORD, FLORIDA 32,773 TCCI IG- fI AT[^. COPYRIGHT 0 2017 - DESIGN THREE ASSOCIATES RESERVES ALL RIGHTS FOR WHICH THESE UOCUMENTS WERE ORIGINALLY CREATED, EVOLVED AND DEVELOPED. REPRODUCTIONS, CHANCES OR ASSIGNMENTS ARE PRUHIDITED WITHOUT WRITTEN PERMISSION FROM DESIGN THREE ASSOCIATES. SHEET: A3.1 1/2" GYPSUM BOARD ATTACHED TO n BOTH 51DE5 OF 3 5/8" MTL. STUDS 24" D.G. WITH I" LONG TYPE 5 STEEL o'� )� 5GREW5 SPAGED 16" O.G. TYP. CONT. MTL. RUNNER @ TOP 4 BOTT. OF MTL. STUD WALL. FASTEND TO .; FLOOR WITH 0.145 HILTI DX „., FASTENERS @ 24" O.G. OR EG2UAL. ONE ;-SOUR PARTITION MALL 5 FART UL DESIGN NO. U41q SGALE: 1/2" = 1'77 k A5.1 PROVIDE BASE AS SPEGIFIED IN FINI5FI SCHEDULE. FLOOR FINISH AS SPEGIFIED IN FINISH SGHEDULE. E T"rF I GAL MOUNTI NC, HEIGHTS FOR TOILET FIXTURES 4 AGGESSORI ES *5EE TOILET ROOM PLAN KEY NOTES 0 SCALE: 1/2" = 1'-0" SEGURE WITH VTM DOUBLE FAGE TAPE. 1/32" RAISED LETTERS AND GRAPHIG5 1/32" GRADE II BRAILLE TO GONFORM TO SPEG. 800 NATIONAL LIBRARY SERVIGE LIBRARY OF GONGRES5. — DA GOMP N�wj b �o SCALE: 3" = 1'-0" DESIGN THREE ASSOCIATES 815 ORIENTA AVE. SUITE 1050 ALTAMONTE SPRINGS, FL 32701 (407) 834 � 2444 AAP000452 PROJECT: NO: 17032 SEMINOLE COUNTY EMERGENCY MANAGEMENT #1271 BRIO BUSINESS CENTER BUILDING NO.4 1271 AIRPORT BLVD. SANFORD, FLORIDA 32,773 TCCI IG- fI AT[^. COPYRIGHT 0 2017 - DESIGN THREE ASSOCIATES RESERVES ALL RIGHTS FOR WHICH THESE UOCUMENTS WERE ORIGINALLY CREATED, EVOLVED AND DEVELOPED. REPRODUCTIONS, CHANCES OR ASSIGNMENTS ARE PRUHIDITED WITHOUT WRITTEN PERMISSION FROM DESIGN THREE ASSOCIATES. SHEET: A3.1 EQUIPMENT SCHEDULE: SYSTEM 1 (5 ton) Bryant condenser model 114CNA060000 Bryant Air handler model FB4CNP0601-00 208/230 volt 1 ph 14 seer 5 kw electric heat .M..ECHANICAL PLAN t dim -1 b� Yom. yi 0 GFro\ I � ALL THREADED SUPPORT iZ REFRIGERANT PIPING TO STRUCTURE RUN ALONG CEILING TO O REAR OF BUILDING !� I 5-0 OVERFLOW PAN AND . .71 DRAIN SUPPORT CHANNEL FULL TRAPPED LENTH UNDER UNIT CONDENSATE DRAIN AHU HORIZONTAL INSTALLATION DETAIL EQUIPMENT SCHEDULE: SYSTEM 1 (5 ton) Bryant condenser model 114CNA060000 Bryant Air handler model FB4CNP0601-00 208/230 volt 1 ph 14 seer 5 kw electric heat .M..ECHANICAL PLAN t dim -1 b� Yom. yi 0 GFro\ I PROJECT: NO: 17032 MINOLE COUNTY EMERGENCY " MANAGEMENT #12`1 BRIO BUSINESS CENTER BUILDING NOA 1271 AIRPORT BLVD. SANFORD, FLORIDA 32773 ISSUE: DATE~: FOP C0F1 ,TRVCT10N- II -I-1-17 I � iZ O l !� I 5-0 �YrV . .71 C FIA I I PROJECT: NO: 17032 MINOLE COUNTY EMERGENCY " MANAGEMENT #12`1 BRIO BUSINESS CENTER BUILDING NOA 1271 AIRPORT BLVD. SANFORD, FLORIDA 32773 ISSUE: DATE~: FOP C0F1 ,TRVCT10N- II -I-1-17 0 0 J LIGHTING FIXTURE SCHEDULE TYPE DESCRIP TION TOTAL WATTS LAMPS MOUNTING c 0.8 0.0 - NEC 0.0 NO. WATTS TYPE 0.0'. K EMERGENCY LIGHTING UNIT. WHITE 'THERMOPLASTIC HOUSING, BATTERY BACKUP. C 0,0' 0.0 1.00 Q BP COOPER SURE-LITES CC8MRT 27 - - INC UNIVERSAL CIRGUrr DREAKER OWNER/ENGINEER APPROVED EQUAL D IDENTIFICATION T E H 1.Oo FLUORESCENT HI BAY FIXTURE. (6) 54W T5HO LAMPS. MEDIUM BEAM DISTRIBUTION, 2.4 0.0 1.00 E 00 HB UNIVERSAL VOLTAGE BALLAST. INTEGRAL 360' INTEGRAL OCCUPANCY SENSOR. 80CRI, 4100-K. o 0.0 0.0 1.60 1.00 0.0 METALUX HBE-654T5-M-UNV-L5841-EBT2-MS 351 6 54 T5HO CHAIN EM DESIGNATES "EL" OPTION: 1400 LUMEN OUTPUT EMERGENCY BATTERY. 90 MIN. CAPACITY. OCCUPANCY SENSOR A 0 C 'IRP POLES OWNER/ENGINEER APPROVED EQUAL IRP A. a C 1 WA VANITY WALL LIGHT, 3500'K COLOR TEMPERATURE, 120V LED DRIVER. 0,6 LB LOCKBOX 20 1 1 20 SHAPER 605-25-W-L3/835-UNV-MW 20 N/A N/A LED WALL 3 OWNER/ENGINEER APPROVED EQUAL C - 1 9 3.0 .2 _2 EXIT SIGN LIGHTING UNIT. WHITE THERMOPLASTIC HOUSING, BATTERY BACKUP, PUSH TO TEST $1 SWITCH - PILOT LIGHT 1.0now Q 'C[) -i � a Xl BUTTON. RED LETTERS, ARROWS AS INDICATED ON DRAWINGS. 10 N/A N/A LED UNIVERSAL COOPER SURE-LITES APX7 ❑H 135' HEAT DETECTOR. �- 277/480V PANELBOARD, RECESSED 7 SPARE S 0..0 SYSTEMS CABINET/PANEL, RECESSED . NOTES: 1. ALL FIXTURE 120 VOLT UNLESS OTHERWISE NOTED. 2, ALL FLUORESCENT TUBE LAMPS SHALL HAVE MINIMUM 80 CRI. 3, ALL FLUORESCENT LAMPS SHALL HAVE CORRELATED COLOR TEMPERATURE OF 3500. 4. FIXTURES WITH ELECTRONIC BALLAST SHALL HAVE 10% MAXIMUM HARMONIC DISTORTION. 5. FINAL FIXTURE FINISHES SHALL BE SELECTED DURING SUBMITTAL PROCESS BY ARCHITECT/ENGINEER FROM EXTENDED STANDARD COLOR CHART FOR EACH FIXTURE. Nance: LVA EMERGENCY MANAGEMENT MAIN BREAKER: AMPS 3 POLE 3 PHASE Project Name:#1271 MAIN LUGS: LUU AMPS 4 WIRE Project Number: 77485 K.A.I.C, : 10 AMPS X 48Yr120V Fed From UTILITY SURFACE MTD: X 480Y12TIV FLUSH MTD: 2401120V rI c 0.8 0.0 - NEC 0.0 0.0 125 c r! 0.0'. K 1,00 C 0,0' 0.0 1.00 Q 0.01 K O T T IDENTIFICATION D LOADiFHASE (KVA) CIRGUrr DREAKER LOADIPHASE USVA). D IDENTIFICATION T E H 1.Oo E 2.4 0.0 1.00 E 00 rl E 1.00 o 0.0 0.0 1.60 1.00 0.0 BOLLARD OR PENDANT LIGHT FIXTURE v TRACK LIGHTING OS OCCUPANCY SENSOR A 0 C 'IRP POLES IDLES IRP A. a C 1 LTG-VVAEHOUSE L 0,6 LB LOCKBOX 20 1 1 20 U:0 IRYMR REG -V1 REHOUSE L 3 Nil) -I C - 1 9 3.0 .2 _2 30 $1 SWITCH - PILOT LIGHT 1.0now Q 'C[) -i � a I� SYSTEMS CABINET/PANEL F CP FIRE ALARM CONTROL PANEL 120/208V PANELBOARD, RECESSED ❑H 135' HEAT DETECTOR. �- 277/480V PANELBOARD, RECESSED 7 SPARE S 0..0 SYSTEMS CABINET/PANEL, RECESSED . 20 1 1 20 (!.0 ABBREVIATIONS S S SPARE, SPARE a 10 9 SPARE S saw 0.6ve 20 1 1 20 80"A.F•F. TO BOTTOM U.0 II SPACE © MANUAL FIRE ALARM PULL STATION 0.0 1- 1 CANDELA, MIN.), WALL MOUNTED 0 80"AFF, TO BOTTOM. 00 SPACE 12 13 SPACE 0.0 �°7 I T 0.0 IG ISOLATED GROUND SPACE 14 t0 SPACE is= 0.01 A.F.F. TO CENTER 1 0 SPEAKER (BY OTHERS) 00 SPACE 10`: 17 SPACE= BY OTHERS. W/ 3/4"C STUB -UP g 0.0 1 1 0.0 SPACE is 19 SPACE _ 0.0 M 'J I 0.0 _ SPACE 20 21 SPACE 0.0 ', ', 1 1 0.0 SPACE 22 23 SPACE 0.0 1 0.0 SPACE ?4 25 SPACE 0.0 -�'a 1 L 0.0 so mmm SPACE 26:- 2Y SPACE AW 0.0 1 l 0.0 SPACE 26 29 SPACE 0.0 1 1 0.0 SPACE 30 1 2 2.5 1 1.9 'I 2.5 1 1.9 DUKE ENERGY ................ PAD MOUNT CT f"'' XFMR 120/208V CABINET (I" l.�% i._. SECONDARY LIC4-ITING (L) RECEPTACLES (R) LARGEST MOTOR (M) ALL OTHERNIOTORS (M) HEATING (H) COOLING (C) OTHER (0) ELEVATOR (V) SPARES (S) DRYERS (U) X-RAY (X) KITCHEN (K) EXISTING HOUSE . X PANEL I: ERA,' 1001. LQ)0:.> 120/208V M. L__.___..... Id,�R Co"" LOAD (KVA) ADJUST FACTOR CETdAID FACTOR UENANU LOAD (INA) 00 1.25 1.00 0.8 0.0 - NEC 0.0 0.0 125 1.00 0.0'. 0.0 1,00 1.00 0,0' 0.0 1.00 1.00 0.01 7.5 1.00 1.001.5. ® SPECIAL PURPOSE RECEPTACLE 0.0 1.0U 1,00 0,0 0.0 1:00 1.00 0.0 2.4 1.Oo 1.00 2.4 0.0 1.00 1.00 00 0.0 1.00 1.00 0.0 0.0 1.60 1.00 0.0 TOTAL CONNECTED LOAD: 11.3 KVA TOM DEMAND LOAD: 11.4 KVA DEMMIDAMPS: 31-a AMPS ............1 ........................ II IZ X IZ PI IMA .A4 'r)I12LWAr ..._.... Laq_ ..............................:................-..........................................................................(........... .......................... EX. kt IE.Ni`N l , Ofj A f. EQUIP. 120//:!' 08`d 301, -I W - - - - -- -- 1 NT:MA : R EX. EX. EX. J EX. I EHAI I i TFNAN 1 IDIAN I TENA1 .Gc L UiP,I EQUIP, EQ1.iIP. EQUIP. I ; ---- ............. EXISTING SERVICE GROUND ELECTRICAL NOTES: A. GENERAL PROVISIONS: 1. GENERAL: PROVIDE ALL LABOR, MATERIALS AND EQUIPMENT FOR A COMPLETE AND PROPERLY OPERATING ELECTRICAL SYSTEM. 2. CODES AND STANDARDS: CONFORM TO THE REQUIREMENT OF ALL GOVERNING CODES AND STANDARDS, INCLUDING NATIONAL ELECTRICAL CODE. (2011 EDITION 3. VISIT THE ITE OF PROPOSED PROJECT TO BECOME FAMILIAR WITH THE WORK. CONDITIONS AND NATURE OF WORK, PRIOR TO SUBMITTING BIDS. NOTIFY ENGINEER OF DISCREPANCIES OR OMISSIONS FOR INTERPRETATION OR DECISION AND SUCH DECISION SHALL BE FINAL. B. BASIC MATERIALS AND METHODS: I. CONDUIT - INTERIOR WORK: CONCEALED ELECTRICAL METALLIC TUBING. IT IS ACCEPTABLE TO USE METAL CLAD CABLE (MC CABLE) IN LIEU OF RIGID METAL CONDUIT AS LONG AS THE INSTALLATION COMPLIES WITH ARTICLE 330 OF THE 2008 NATIONAL ELECTRIC CODE, MC CABLE SHALL NOT BE USED WHERE SUBJECT TO PHYSICAL DAMAGE. EXTERIOR BELOW GRADE -SCHEDULE 40 PVC. EXTERIOR EXPOSED- SCHEDULE 40 RGS, DO NOT INSTALL PVC CONDUIT IN PATIENT CARE AREAS. 2. OUTLET BOXES: 4" X 4" STEEL W/PLASTER RINGS SIZED IN ACCORDANCE WITH N.E.C. FOR CONCEALED INTERIOR WIRING, CAST FERROUS OUTLET BOXES WITH INTEGRAL HUBS FOR EXPOSED AND EXTERIOR DEVICES 3. WIRE: COPPER, THHN /THWN DUAL RATED. 4. WIRING DEVICES - SPECIFICATION GRADE DEVICES AND PLATES WITH WHITE FINISH, UNLESS NOTED OTHERWISE BY ARCHITECT. a. RECEPTACLES: 20 AMPS, 120V, 2 POLE, 3 WIRE, GROUNDING TYPE OR ISOLATED GROUND TYPE AS SHOWN ON DRAWINGS. b. SWITCHES: 20 AMPS, 120/277V. 5. EACH MULTIWIRE BRANCH CIRCUIT MUST HAVE A MEANS TO SIMULTANEOUSLY DISCONNECT ALL UNGROUNDED CONDUCTORS AT THE POINT WHERE THE BRANCH CIRCUIT ORIGINATES. THIS IS TO BE ACCOMPLISHED WITH INDIVIDUAL SINGLE -POLE CIRCUIT BREAKERS WITH HANDLE TIES IDENTIFIED FOR THE PURPOSE, OR A BREAKER WITH A COMMON INTERNAL TRIP. C. LIGHTING FIXTURES: 1. FURNISH LIGHTING FIXTURES AS REQUIRED BY OWNER AND AS INDICATED ON DRAWINGS. FURNISH ALL NECESSARY MOUNTING HARDWARE AND LAMPS. 2. ALL RECESSED INCANDESCENT FIXTURES SHALL SATISFY THE REQUIREMENTS OF N.E.C. 410-65. D. PANELS: 1. ALL PANELS SHALL BE U.L. RATED AND OF THE SAME MANUFACTURER. PROVIDE SIZE AND TYPE AS INDICATED ON DRAWINGS. PANELS SHALL HAVE FULL SIZE NEUTRAL BUS AND 1/2 SIZE GROUND BUS. E. GROUNDING: 1. PROVIDE CONTINUOUS GROUNDING SYSTEM IN ACCORDANCE WITH N.E.C. SECTION 250, AND AS INDICATED. PROVIDE GROUND CONDUCTOR IN ALL RACEWAYS. 2. PROVIDE AN EXTERNAL ACCESSIBLE INTERSYSTEM BONDING TERMINAL FOR THE GROUNDING AND BONDING OF COMMUNICATIONS SYSTEMS (TELOC, CATV, SAT, ETC) AT THE SERVICE EQUIPMENT AND DISCONNECTING MEANS. F. IF, THROUGH ERRORS OR OMISSIONS, THE INTENT OF ARCHITECT/ ENGINEER WITH REGARD TO ANY DETAIL IS NOT CLEAR, OR IS CAPABLE OF MORE THAN ONE INTERPRETATION, SUCH MATTERS WILL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER IN WRITING BEFORE THE SU6M1S ,ION OF BIDS, AND THE ARCHITECT/ ENGINEER SHALL MAKE CORRECTION OR EXPLANATION IN WRITING. OTHERWISE, NO EXTRA CHARGE WILL BE ALLOWED FOR THE WORK OR MATERIAL WHICH THE ARCHITECT/ENGINEER WILL REQUIRE, PROVIDED THAT IT COMES WITHIN A REASONABLE INTERPRETATION OF THE DRAWINGS AND SPECIFICATIONS, G. THE PLANS AND SPECIFICATIONS ARE INTENDED AS A GENERAL DESCRIPTION OF THE WORK TO BE PERFORMED. ALL ITEMS NOT SPECIFICALLY MENTIONED OR SHOWN, BUT NECESSARY FOR THE COMPLETION OF THE INSTALLATION, SHALL BE FURNISHED AND INSTALLED BY THIS CONTRACTOR. THIS CONTRACTOR SHALL THOROUGHLY ACQUAINT HIMSELF WITH THE MECHANICAL, ARCHITECTURAL, STRUCTURAL AND ELECTRICAL PLANS BEFORE SUBMITTING HIS FINAL BID. NO ADDITIONAL COMPENSATION WILL BE ALLOWED DUE TO THE CONTRACTOR'S FAILURE TO FAMILIARIZE HIMSELF WITH THE PLANS. H. INFORMATION SHOWN ON THE DRAWINGS AS 'TO THE LOCATION OF EXISTING UTILITIES HAS BEEN PREPARED FROM THE MOST RELIABLE DATA AVAILABLE TO THE ENGINEER, THIS INFORMATION IS NOT GUARANTEED, HOWEVER, AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE LOCATION, CHARACTER AND DEPTH OF EXISTING UTILITIES. I. COMPLETION REQUIREMENTS: RECORD DRAWINGS WITHIN 30 DAYS OF SYSTEM ACCEPTANCE, RECORD DRAWINGS OF THE ACTUAL INSTALLATION SHALL BE PROVIDED TO THE BUILDING OWNER, INCLUDING: I. A SINGLE LINE DIAGRAM OF THE ELECTRICAL DISTRIBUTION SYSTEM 2. FLOOR PLANS INDICATING LOCATION AND AREA SERVED FOR ALL DISTRIBUTION. J. COMPLETION REQUIREMENTS: MANUALS 1. WITHIN 30 DAYS OF SYSTEM ACCEPTANCE, AN OPERATING MANUAL AND MAINTENANCE MANUAL SHALL BE PROVIDED TO THE BUILDING OWNER TO INCLUDE, AT A MINIMUM, THE FOLLOWING: a. SUBMITTAL DATA STATING EQUIPMENT RATING AND SELECTED OPTIONS FOR EACH PIECE OF EQUIPMENT REQUIRING MAINTENANCE. b. OPERATIONS MANUAL AND MAINTENANCE MANUALS FOR EACH PIECE OF EQUIPMENT REQUIRING MAINTENANCE. c. NAMES AND ADDRESS OF AT LEAST ONE QUALIFIED SERVICE AGENCY. RISER DIAGRAM NO SCALE (4)#3, #3GND, 1-1/4"C (4)#3, #3GND, ......................... I < ..._..__(Y})#13, l#:'3GND, SYMBOL DESCRIPTION •--- STRIP -TYPE FIXTURE .F.IIAh1 ,_„ j C(4)#3, M `ENAN:E(1' 41 LVA 100A DOUBLE DUPLEX RECEPTACLE 120/208V ABOVE COUNTER DUPLEX RECEPTACLE M.L.O #3GND, _ ---..(<I);#3 I 1-1/4"C EMERGENCY LIGHT FIXTURE ® SPECIAL PURPOSE RECEPTACLE NEW ® CEILING LOCATED EXIT LIGHT FUTURE LY,. TENANT ® DUPLEX RECEPTACLE, GROUND FAULT, IENA'IT ENAN1 DISCONNECT UN' f UNIT DISCORII'1EC f EQUIP. SWITCH X1271100A, 120/208V #1275 S1MTCI I (;,,ti 120/208V RISER DIAGRAM NO SCALE (4)#3, #3GND, 1-1/4"C SHOWN ON LEGEND ELECTRICAL SYMBOL LEGEND: (NOTE:NOT ALL NECESSARILY UOSED LS ON FLOOR PLANS) ARE NEW SYMBOL DESCRIPTION •--- STRIP -TYPE FIXTURE .F.IIAh1 l PANEL E 41 LVA 100A DOUBLE DUPLEX RECEPTACLE 120/208V ABOVE COUNTER DUPLEX RECEPTACLE M.L.O SHOWN ON LEGEND ELECTRICAL SYMBOL LEGEND: (NOTE:NOT ALL NECESSARILY UOSED LS ON FLOOR PLANS) ARE SYMBOL DESCRIPTION SYMBOL DESCRIPTION •--- STRIP -TYPE FIXTURE Q SIMPLEX RECEPTACLE O 1'x4' FLUORESCENT FIXTURE DUPLEX RECEPTACLE • F] 2'x2' FLUORESCENT FIXTURE DOUBLE DUPLEX RECEPTACLE 2'x4' FLUORESCENT FIXTURE ABOVE COUNTER DUPLEX RECEPTACLE DUPLEX RECEPTACLE, HALF SWITCHED O CEILING FIXTURE DUPLEX RECEPTACLE, FULL SWITCHED O CEILING FIXTURE, WALL WASHER DOUBLE DUPLEX RECEPTACLE, , FULL SWITCHED EMERGENCY LIGHT FIXTURE ® SPECIAL PURPOSE RECEPTACLE ® CEILING LOCATED EXIT LIGHT DUPLEX RECEPTACLE, GROUND FAULT ® CEILING LOCATED EXIT LIGHT ® DUPLEX RECEPTACLE, GROUND FAULT, -F EXIT SIGN ARROW (SINGLE) ABOVE COUNTER EXIT SIGN ARROW (DOUBLE) CEILING MOUNTED RECEPTACLE Di WALL MOUNTED FIXTURE M1 FLOOR MOUNTED RECEPTACLE 01 FLOOD LIGHT FIXTURE CI' DISCONNECT SWITCH 0-0 SITE LIGHT FIXTURE ® MOTOR STARTER ED -0-[_1 SITE LIGHT FIXTURE JB JUNCTION BOX BOLLARD OR PENDANT LIGHT FIXTURE pC PHOTOCELL TRACK LIGHTING OS OCCUPANCY SENSOR SWITCHES ST SHUNT TRIP SWITCH, MOUNTING HE +48" TO BOTTOM TC TIMECLOCK SWITCH, SUBSCRIPT LETTER INDICATES CONTROLLED FIXTURE. PB PULL BOX $2 SWITCH, 2 POLE LB LOCKBOX $) SWITCH, 3 -WAY $,1 SWITCH, 4 -WAY TS TAMPER SWITCH $1 SWITCH - TIMER FS WATER FLOW SWITCH $F SWITCH - FAN/LIGHT MOTOR $1 SWITCH - DIMMER $OS SWITCH - OCCUPANCY SENSOR TELEPHONE TERMINAL BOARD $1 SWITCH - PILOT LIGHT 277/480V PANELBOARD SYMBOL DESCRIPTION 120/208V PANELBOARD I� SYSTEMS CABINET/PANEL F CP FIRE ALARM CONTROL PANEL 120/208V PANELBOARD, RECESSED ❑H 135' HEAT DETECTOR. �- 277/480V PANELBOARD, RECESSED �M FIREMAN'S VOICE EVACUATION MICROPhIONEr SYSTEMS CABINET/PANEL, RECESSED . SD SMOKE DETECTOR TO FACP ABBREVIATIONS S SMOKE DETECTOR IN DUCT - 'R' INDICATES 'S' RETURN; INDICATES SUPPLY A, AMP AMPERE REMOTE INDICATOR AFF HEIGHT ABOVE FINISHED FLOOR FIRE ALARM VISUAL DEVICE, WALL MOUNTED AHU AIR HANDLING UNIT 80"A.F•F. TO BOTTOM EF EXHAUST FAN EWC ELECTRIC WATER COOLER © MANUAL FIRE ALARM PULL STATION EWH ELECTRIC WATER HEATER FIRE ALARM COMBINATION AUDIBLE/VISUAL DEVICE (75 FACP FIRE ALARMCONTROL PANEL CANDELA, MIN.), WALL MOUNTED 0 80"AFF, TO BOTTOM. FAAP FIRE ALARM ANNUNCIATOR PANEL D® FIRE ALARM AUDIBLE DEVICE, WALL MOUNTED 0 G, GFCI GROUND FAULT CIRCUIT INTERRUPTER 80"AFF, TO BOTTOM GCO GENERAL CONVENIENCE OUTLET p TELEPHONE/DATA. 3/4" EMT STUBBED INTO CEILING SPACE IG ISOLATED GROUND POINT OF SALE TERMINAL. PROVIDE OUTLET BOX NTH NF NON-FUSED 3/4" CONDUIT. NL NITE-LIGHT, NON -SWITCHED FIXTURE -TELEVISION OUTLET, MOUNTED 0 72" P POLE A.F.F. TO CENTER PH PHASE 0 SPEAKER (BY OTHERS) SP SURGE PROTECTION C1a VIDEO CAMERA - SEE ELEC. COMMUNICATION PLAN DWGS. VA VOLT AMPERE (WATTAGE) m WALL MOUNTED MICROPHONE JACK - M W WALL MOUNTED BY OTHERS. W/ 3/4"C STUB -UP WP WEATHERPROOF ENCLOSURE O DOOR CONTACT SWITCH - BY OTHERS GCO EQUIPMENT TAG - GENERAL CONVENIENCE OUTLET MO MOTION DETECTOR - BY OTHERS DA SELF CONTAINED DOOR ALARM - BY OTHERS. VERIFY POWER REQUIREMENTS, EACH MULTINRE BRANCH CIRCUIT MUST HAVE A MEANS TO SIMULTANEOUSLY DISCONNECT ALL UNGROUNDED CONDUCTORS AT THE POINT WHERE THE BRANCH CIRCUIT ORIGINATES. THIS IS TO BE ACCOMPLISHED WITH INDIVIDUAL SINGLE -POLE CIRCUIT BREAKERS WITH HANDLE TIES IDENTIFIED FOR THE PURPOSE, OR A BREAKER WITH A COMMON INTERNAL TRIP. GENERAL0 N TES: 1. If IS ACCEPTABLE 'TO UTILIZE ALUMINUM FEEDER CONDUCTORS OF EQUIVALENT AMPACITY IN ACCORDANCE WITH CODE, AHJ, AND OWNER REQUIREMENTS AND ACCEPTANCE. 2. VOLTAGE DROP CALCULATIONS HAVE BEEN PERFORMED IN ACCORDANCE WITH FLORIDA BUILDING CODE ENERGY CONSERVATION CHAPTER 4, SECTION 405.7.3. 3. ALL TERMINALS ARE 'TO BE LISTED FOR USE WITH 75'C RATED CONDUCTORS IN COMPLIANCE WITH NEC 110.14(C). CLIEND FREEDOM ELECTRIC SERVICES E013002560 P.O. BOX 214 Osteen, FL 32764 CERTIFIED BY: Ircm C t E C.A. No. 2784`8,\\,,_�0 - y� xis 13651 CRYSTAL F I ER DRIVE ' ORLANDO, EL.t37�82@•phone; (407)277.3431 emajl`� v) �J darlus@clear-jngr;Com ; Darius Q,Aarns, PQ -No; 53236 '',j ,,,,,1` \ \,\` PROJECT: NO: 17032 SEMINOLE COUNTY EMERGENCY MANAGEMENT NOTE:' -1+` 1 41 z `I SERVICE GND. PER N.E.C. AND BRIO BUSINESS CENTER SPECIFICATIONS. ---SIZE AS SHOWN ON DIAGRAMS BUILDING NO.4 1271 AIRPORT BLVD. TO BUILDING LIGHTNING SANFORD, FLORIDA 32773 PROTECTION SYSTEM -� ISSUE: DATE: FINISHED FLOOR BUILDING STEEL (IF AVAILABLE) , IF AVAILABLE ( )FOR CONSTRUCTION: 11-17-17 MAIN WATER SERVICE PIPE (IF METAL) JUMPER AROUNDCRETE ENCASED ELECTRODE WATER METER (IF AVAILABLE) \�(2)3/4"Ox 10'L COPPER -CLAD GROUND RODS SPACED MIN. 10'-0" APART GROUNDING DETAIL NO SCALE SHEET: E- , Y ,r NOTE:' -1+` 1 41 z `I SERVICE GND. PER N.E.C. AND BRIO BUSINESS CENTER SPECIFICATIONS. ---SIZE AS SHOWN ON DIAGRAMS BUILDING NO.4 1271 AIRPORT BLVD. TO BUILDING LIGHTNING SANFORD, FLORIDA 32773 PROTECTION SYSTEM -� ISSUE: DATE: FINISHED FLOOR BUILDING STEEL (IF AVAILABLE) , IF AVAILABLE ( )FOR CONSTRUCTION: 11-17-17 MAIN WATER SERVICE PIPE (IF METAL) JUMPER AROUNDCRETE ENCASED ELECTRODE WATER METER (IF AVAILABLE) \�(2)3/4"Ox 10'L COPPER -CLAD GROUND RODS SPACED MIN. 10'-0" APART GROUNDING DETAIL NO SCALE SHEET: E- , Y NOTE:' -1+` 1 41 z `I SERVICE GND. PER N.E.C. AND BRIO BUSINESS CENTER SPECIFICATIONS. ---SIZE AS SHOWN ON DIAGRAMS BUILDING NO.4 1271 AIRPORT BLVD. TO BUILDING LIGHTNING SANFORD, FLORIDA 32773 PROTECTION SYSTEM -� ISSUE: DATE: FINISHED FLOOR BUILDING STEEL (IF AVAILABLE) , IF AVAILABLE ( )FOR CONSTRUCTION: 11-17-17 MAIN WATER SERVICE PIPE (IF METAL) JUMPER AROUNDCRETE ENCASED ELECTRODE WATER METER (IF AVAILABLE) \�(2)3/4"Ox 10'L COPPER -CLAD GROUND RODS SPACED MIN. 10'-0" APART GROUNDING DETAIL NO SCALE SHEET: E- , ,— LVA -4:6 POWER FLOOR PLAN 0"'t�J� r,.�, /- SCALE: 1/4" = 1' -0 - ELECTRICAL NOTES: 1. EXISTING CONDITIONS SHOWN ON THIS DRAWING ARE TAKEN FROM ORIGINAL DRAWINGS AND FIELD INVESTIGATION. ALL EXISTING CONDITIONS MUST BE VERIFIED PRIOR TO BID, TO DETERMINE ALL REQUIRED DEMOLITION. FIELD CONDITIONS SHALL GOVERN. LIGHTING FLOOR PLAN SCALE: 1/4" = l'-0" CLIENTt FREEDOM ELECTRIC SERVICES EC13002560 P.O. BOX 214 Osteen, FL 32764 CER-1-IFIED BY: I lgmh� / rel"m C t c A z Q -T, C.A. No. 27848\\\ �hdd �7i� 13651 CRYSTAL,RIEr�3,DRI E• • • • • . , ORLANDO, FL,.3�838 phone: <) (407)277-3431' m• it •' dariw@clear-Qnny ogn)> �� Z ; ? Dafiys,q,.Adams, P E. FL. PROJECT: NO: 17032 S MINOLE COUNTY EMERGENCY MANAGEMENT 1271 BRIO BUSINESS CENTER BUILDING NO.4 1271 AIRPORT BLVD. SANFORD, FLORIDA 32773 ISSUE: DATE: FOR CONSTRUCTION: 11-17-17 SHEET: F_? S N 0 L E I C U N T Y EMERGEN PAA"A CY 'MENT $,,0 vs ig 5,Rgo X23 aJs'4RSSClRA R SIMFOR0,1FLORIDA, U773 I MUT�,' �O TE lawww"Pi ism q OEM t