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HomeMy WebLinkAbout2913 S Orlando Dr (a)MANEUVERING CLEARANCES AT MANUAL SWINGING DOORS OFF I OE SCALE: 1/8" =1'-O" j MIN. 0 N I• I Q I I •t FRONT APPROACH, FRONT APPROACH, PULL SIDE PUSH 51DE 2'-0" 4 MIN r•� MIN. ' I t� LATCH APPROAGH, LATCH APPROACH, PULL SIDE PUSH 51DE I- _ I 0 N F 7 m I IN.I A 100 68055 HINGE APPROACH, PULL 51DE HINGE APPROACH, PUSH SIDE, DRINKING FOUNTAIN 3,-183 5F MIN. DETAIL -REFERENCE HINGE APPROACH, PULL TOTAL OGGUPANT5 51DE LN I T 550 - OGGUPANGY REG2U I REMENTS DOOR PROVIDED WITH BOTH CLOSER AND LATCH _ _ _ F � Q - IN.. _ 4_ F "� = I -O MIN. Q - HINGE APPROACH, FRONT APPROACH, PUSH SIDE, DOOR PUSH SIDE, DOOR PROVIDED WITH PROVIDED WITH BOTH BOTH CLOSER AND CLOSER AND LATCH LATCH 51.0 DOOR PROVIDED WITH CLOSER r___� �I MIN '•t 2'-0" Q � MIN. LATCH APPROACH, LATCH APPROACH, PULL SIDE, DOOR PUSH SIDE, DOOR PROVIDED WITH PROVIDED WITH CLOSER. CLOSER. DOOR HARDWARE ALL HARDWARE SHALL BE UNLOGKED IN THE DIREGTION OF EGRESS RE6A-RDLE55 OF OTHER LOCK FUNCTIONS. ALL DOOR HARDWARE SHALL BE LEVER TYPE IN COMPLIANCE WITH ADA AND FLORIDA BUILDING CODE. LOCATION OF TACTILE SIGNAGE L J Z f 18" MIN. CENTERED ON TACTILE CHARACTERS HEIGHT OF TACTILE SIGNAGE SCALE: 1/8" =1'-O" SYMBOLS UNIT 500 - PLUMBING FIXTURE REGU I REMENTS OFF I OE ROOM NAME III o -I ROOM NUMBER OI INTERIOR DOOR NUMBER A WINDOW TYPE ® KEY NOTE E ------A WALL 5EGTION ELEV. 20'-0" A.F.F. _ ELEVATION HEIGHT GLG * DRINKING FOUNTAIN NOT REQUIRED WITH AN OCCUPANT LOAD OF 15 OR FEWER. A 100 68055 ©O© INTERIOR ELEVATION DRINKING FOUNTAIN 3,-183 5F X XXX DETAIL -REFERENCE GENERAL PROJECT NOTES A) THE GONTRAGTOR SHALL VERIFY AND GONFIRM ALL FIELD CONDITIONS AND DIMENSIONS PRIOR TO GOMMENGING ANY WORK AND SHALL BE RESPONSIBLE FOR ALL WORK AND MATERIALS, INGLUDIN6 TH05E FURN15HED BY SUBCONTRACTORS. B) THE CONTRACTOR SHALL REPORT ANY APPARENT CONFLICTS, INCONSISTENCIES, OR ERRORS THAT HE MAY DISCOVER TO THE ARCHITECT IMMEDIATELY. THE CONT=RACTOR SHALL BE RESPONSIBLE FOR CORRECTING ANY KNOWN CONFLICT, 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 WHICH THEY GAN BE GORREGTED SHALL BE COORDINATED, REVIEWED AND APPROVED BY THE ARCHITECT BEFORE ANY CORRECTIVE ACTION TAKES PLACE. G) IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOGATE ALL EXISTING UTILITIES, WHETHER SHOWN HEREIN OR NOT, AND TO PROTEGT THEM FROM DAMA(5E. THE CONTRACTOR SHALL BEAR ALL EXPENSES FOR REPAIR OR -REPLACEMENT OF UTILITIES OR OTHER PROPERTY DAMAGED BY OPERATIONS IN CONJUNCTION WITH THE EXECUTION OF UTILITIES WORK. ALL UNUSED UTILITIES SHALL BE TERMINATED AND GAPPED IN ACCORDANCE WITH LOCAL 'RE5T-RICTION5. D) APPROVED PLANS SHALL BE KEPT IN BOX AND SHALL NOT BE USED BY WORKMEN. ALL CONSTRUCTION SETS SHALL REFLEGT 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 CONTRACTOR SHALL TAKE ALL NECESSARY PREGAUTION5 TO ENSURE THE SAFETY OF THE OGGUPANT5 AND WORKERS AT ALL TIMES. F) THE CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL REPLACE OR REMEDY ANY FAULTY, IMPROPER OR INFERIOR MATERIALS OR WORKMANSHIP WHIGH SHALL APPEAR WITHIN (1) YEAR AFTER COMPLETION AND AGGEPTANGE OF THE WORK UNDER THI5 CONTRACT. G) ALL WORK AND MATERIALS SHALL GOMPLY WITH THE REQUIREMENTS OF ALL FEDERAL, STATE, LOCAL, 05HA CODES AND RE6ULATION5 AND LOCAL -RESTRICTIONS, INCLUDING THE NFPA 101 LIFE SAFETY GODE AND THE FLORIDA AGGE551BILITY CODE. H) THE CONTRACTOR SHALL OBTAIN AND BEAR THE G05T5 FOR ANY AND ALL PERMITS, INSPECTIONS, TESTS AND CERTIFICATIONS THAT A -RE REQUIRED. I) THE CONTRACTOR SHALL PERFORM 5UGH DEMOLITION AND CONSTRUCTION AS REQUIRED, B PATGH/REPAIR IN A FIRST GLA55 MANNER. WHERE NEW CONSTRUCTION ADJOINS EXISTING, FINISHED SURFACES SHALL BE PATCHED AND -REPAIRED TO MATCH EXISTING IN A FIRST CLASS MANNER. ALL DEBRIS SHALL BE REMOVED FROM THE PREMISES BY A RESPONSIBLE SUBCONTRACTOR AND ALL AREAS SHALL BE LEFT IN GLEAN GONDITION AT ALL TIMES. ALL UN5ALVA6EABLE MATERIALS REMOVED BY THE DEMOLITION ARE TO BE DISPOSED OF BY THE CONTRACTOR OFF THE PROJECT 51TE IN AGGORDANGE WITH LOCAL RESTRICTIONS, UNLESS INSTRUCTED OTHERWISE BY THE LANDLORD. J) LIGHT FIXTURES SUPPORTED BY GEILIN6 GRID SHALL BE SUPPORTED AS PER FIELD TEGHNIGAL INFORMATION # 40. L16HT FIXTURES WEIGHING LE55 THAN 10 POUNDS SHALL HAVE ONE 12 GAGE HAN6ERWIRE CONNECTED FROM THE FIXTURE TO THE 5TRUGTURE ABOVE. LIGHT FIXTURES WEIGHING MORE THAN 10 POUNDS SHALL HAVE TWO 12 GAGE WIRE5 ATTACHED AT OPP051NG CORNERS OF THE LIGHT FIXTURE. K) ELECTRICAL GONTiRAGTOR SHALL -REMOVE ALL ELECTRICAL AND COMMUNICATIONS WIRING RESULTING FROM DEMOLITION AND RESTORE AS -REQUIRED FOR NEW 5PAGE GONFIGURATION. SEE ELECT=RICAL PLANS. U ELEGT-RIGAL CONTRACTOR SHALL WIRE ALL POWER AND LIGHTING COMPONENTS IN COMPLIANCE WITH CURRENT NEG AND STATE OF FLORIDA CODES. CONTRACTOR SHALL VERIFY AND CONFIRM ALL ELECTRICAL -REQUIREMENTS WITH THE TENANT AND LANDLORD PRIOR TO INSTALLATION. SEE ELECTRICAL PLANS. M) NOT USED. N) AN AUTOMATIC FIRE SPRINKLER SYSTEM CURRENTLY EXISTS FOR THIS SPACE. NEW SEMI -RECESSED SPRINKLER HEADS TO BE PROVIDED IN ACOUSTICAL TILE GEILIN65, CONGEALED HEADS IN GYPSUM BOARD GEILIN65, LOCATED BASED ON NEW SPACE GONFI6URATION. CONTRACTOR SHALL VERIFY AND CONFIRM THAT THE EXISTING SPRINKLER SYSTEM MEETS AND MAINTAINS CONFORMANCE TO APPLICABLE NFPA AND LOCAL CODE REQUIREMENTS. CERTIFIED FIRE SPRINKLER CONTRACTOR 5HALL SUBMIT SHOP DRAWINGS AND SECURE ALL APPROVALS AS REQUIRED. 0) THE (5.G. SHALL CONFIRM THAT EXISTING / NEW FIRE EXTINGUISHERS MEET NFPA 10 GODE REQUIREMENTS AND ARE FULLY GHAR6ED. TRAVEL D15TANGE TO ANY EXTINW5HEIR SHALL NOT EXCEED 75 FEET. P) INSTALLATION OF PORTABLE FIRE EXTIN(5UI5HER5 SHALL BE GON5PI000U5LY LOCATED AND READILY ACCESSIBLE. THE TOP OF THE EXTINGUISHER SHALL NOT BE MORE THAN 5 FEET ABOVE THE FLOOR AND THE BOTTOM OF THE EXTINGUISHER SHALL NOT BE LE55 THAN 4 INCHES ABOVE THE FLOOR. Q) ALL PLAN DIMENSIONS ARE TAKEN FROM THE FACE OF EXISTING FINISHED WALL AND PARTITIONS TO THE FACE OF STUD5 OR GMU FOR NEW WALLS AND PARTITIONS UNLESS NOTED OTHERWISE. DIMENSIONS WHIGH INCLUDE THE "CLEAR" DE516NATION INDICATE MINIMUM CLEARANCES REQUIRED BETWEEN SURFAGE5 / FINISHES. THE ARCHITECT SHOULD BE NOTIFIED IMMEDIATELY IF ANY OF THESE DIMENSIONS ARE FOUND TO BE DIFFERENT FROM THOSE INDICATED. R) THE CONTRACTOR SHALL GLEAN THE ENTIRE JOB 51TE UPON COMPLETION OF CONST -RUCTION. THI5 INCLUDES THE GLEANING OF WINDOWS/ WINDOW FRAMING AND REMOVAL OF ALL TAPE AND LABELS. VINYL GOMP051TION TILE FLOORS SHALL BE SEALED / WAXED AND CA=RPETED AREAS VACUUMED AND ANY WAREHOUSE AREAS SWEPT GLEAN. ALL CONST -RUCTION DIRT AND DEBRIS 15 TO BE REMOVED FROM THE CONSTRUCTION AREA. 5) NOT USED. T) GYPSUM WALL BOARD SHALL BE INSTALLED WITH ALL CORNER BEADS, TRIM, AGGE55ORIE5, MOLDINGS, ETC., AS REQUIRED FOR GOMPLETION, TAPED AND SANDED READY FOR PAINT BY DRYWALL CONTRACTOR. ALL WORK WILL BE PERFORMED IN ACCORDANCE WITH U.S. GYPSUM STANDARDS. U) SILICONE CAULK SHALL BE USED AT THE FOLLOWING LOCATIONS: INGLUDIN6 BUT NOT LIMITED TO -METAL DOOR FRAME AND WALL GONNEGTION. -CONDUIT AND PIPE PENETRATIONS AT WALLS AND GEILIN(5. -JUNCTION OF MILLWORK (CABINET, SHELVES) AND ADJACENT. V) ALL WOOD IN CONTACT WITH MASONRY SHALL BE PRESSURE TREATED. N ALL WORK SHALL BE PERFORMED TO THE HIGHEST INDUSTRY STANDARDS FOR QUALITY WORKMANSHIP. ALL MATERIALS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURES IN5T-RUCTION5 ANDRECOMMENDATIONS. MATERIALS AND METHODS SHALL CONFORM TO APPROPRIATE NATIONAL TRADE PUBLICATIONS. X) ALL DOOR HARDWARE TO MEET STATE OF FLORIDA 8 ADA CODE REQUIREMENTS. COORDINATE LOCATIONS OF LOCKING HARDWARE AND KEYING REQUIREMENTS WITH THE TENANT AND LANDLORD. INTERIOR ALTERATIOI`I UNIT 500 RECO1`IFIGURATION 2913 S. ORLANDO DRIVE, SANFORD, FLORIDA 32773 INDEX TO DRAWINGS CODE DATA UNIT 500 - PLUMBING FIXTURE REGU I REMENTS PLUMBING FIXTURES TYPE OF GON5TRUCTION: GLA551FIGATION OF WORK: FIRE SPRINKLER: FIRE ALARM: OGGUPANGY CLASSIFICATION: GROSS AREA: UNIT 500: UNIT 550: NUMBER OF STORIES: TYPE IIB ALTERATION - LEVEL 2 YE5 N/A GROUP 5-1 STORAGE 12,000 5F 3,015 5F 6,ag4 5F I DRINKING FOUNTAIN EGRESS REQUIREMENTS UNIT 500 - OGGUPANGY REGIU I REMENT5 3,015 5F USE/AREA UNISEX TOILET ROOM AREA SF. SF./PER PERSON OCCUPANTS OFFICE AREA: * DRINKING FOUNTAIN NOT REQUIRED WITH AN OCCUPANT LOAD OF 15 OR FEWER. 403 SF 100 68055 5 STORAGE AREA: DRINKING FOUNTAIN 3,-183 5F 500 GRO55 8 A2.3 TOTAL OGGUPANT5 13 LN I T 550 - OGGUPANGY REG2U I REMENTS 8,gg4 SF USE/AREA A4.1 AREA 5F. 5F./PER PERSON OCCUPANTS OFFIGE AREA: STRUCTURAL 1,4g-7 5F 100 &ROSS 15 STORAGE AREA: 51.0 7,4g7 5F 500 6RO55 15 STRUCTURAL FLOOR PLAN TOTAL OCCUPANTS 30 EXIT REGtU I REMENTS 552 STRUCTURAL DETAILS MECHANICAL REQUIRED PROVIDED TITLE NO. EXITS - UNIT 500: MECHANICAL DEMO PLAN 2 2 MECHANICAL PLAN, I$ NOTES EXITS- SCHEDULES 2 3 DETAILS PLUMBING MAX. ALLOWABLE TRAVEL D15TANGE 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" CLEAR) 175 PER50NS PLUMBING FIXTURE REQUIREMENTS UNIT 500 - PLUMBING FIXTURE REGU I REMENTS PLUMBING FIXTURES WATER CLOSET LAVATORY DRINKING FOUNTAIN SERVICE SINK A1.2 UL DETAILS I UNISEX TOILET ROOM I I UL DETAILS * DRINKING FOUNTAIN NOT REQUIRED WITH AN OCCUPANT LOAD OF 15 OR FEWER. UNIT 550 - PLUMBING FIXTURE REGtU I REMENTS PLUMBING FIXTURES WATER CLOSET LAVATORY DRINKING FOUNTAIN SERVICE SINK FLOOR PLAN, DOOR SCHEDULE, WINDOW SCHEDULE I$ FINISH SCHEDULE A2.3 **1 2 MALE: I I A4.1 WALL SECTIONS FEMALE: I I STRUCTURAL REVISION ** (1) "HI" HEIGHT DRINKING FOUNTAIN ** (1) "LOW' HEIGHT DRINKING FOUNTAIN. TENANT LOCATION PLAN NOT TO SCALE ® UNIT 550 - AREA OF WORK [Z=.l 46 NORTIi P� AIRPORT BLVD SITE 417 C IZEENWAY LAKE MARY BLVD. SITE LOCATION PLAN LEGAL DESCRIPTION LEGAL DESCRIPTION PT OF LOTS 17 4 18 DE56 AS BEG 5W GOR LOT 18 RUN E 415.82 FT N 187.05 FT W 300 FT 5 32 DEG 4g MIN W gg.70 FT SWLY ON CURVE 120.30 FT TO BEG (1.538 AC) AMENDED PLAT DRUID PARK PB7P65 SCOPE OF WORK THE LANDLORD 15 PROPOSING TO -RECONFIGURE THI5 SPACE FOR LEASING TO A FUTURE TENANT. THE WORK INCLUDES CONSTRUCTION OF A NEW TENANT SEPARATION WALL TO CREATE TWO TENANT SPACES - UNIT 500 $ UNIT 550. THE 50OPE OF WORK IN UNIT 500 INGLUDES A NEW OFFICE AND AN AGGE551BLE TOILET ROOM. THE SCOPE OF WORK IN UNIT 550 INCLUDES GREATING A NEW OPEN OFFICE AREA AND A NEW OFFICE. AGENCY CONTACTS BUILDING DEPT: CITY OF SANFORD 300 N. PARK AVENUE SANFORD, FL 32771 407-b88-5150 CODE JURISDICTION BUILDING GODE: FLORIDA BUILDING CODE - BUILDING, 6TH EDITION (2017) FLORIDA BUILDING CODE - EXISTING BUILDING, 6TH EDITION (2017) MECHANICAL CODE: � FLORIDA BUILDING CODE - MECHANICAL, 6TH EDITION (2017) PLUMBING CODE: ( FLORIDA BUILDING CODE - PLUMBING, 6TH EDITION (2017) ELEGTRIGAL CODE: l 2014 NATIONAL ELECTRIC CODE FIRE CODE: FLORIDA FIRE PREVENTION CODE 6TH EDITION 2015 NFPA 101 LIFE SAFETY CODE WITH FLORIDA AMENDMENTS 2015 NFPA I UNIFORM FIRE CODE WITH FLORIDA AMENDMENTS AGGE551BILITY CODE: � FLORIDA BUILDING CODE - AGGES5IBILITY, 6TH EDITION (2017) ARCHITECTURAL REVISION SHEET TITLE 0 A1.1 TITLE SHEET A1.2 UL DETAILS A1.5 UL DETAILS AIA UL DETAILS A2.0 LIFE SAFETY PLAN A2.1 DEMOLITION PLAN Di A2.2 FLOOR PLAN, DOOR SCHEDULE, WINDOW SCHEDULE I$ FINISH SCHEDULE A2.3 REFLECTED GE I L I NG PLAN A5.1 ENLARGED TOILET ROOM PLAN A4.1 WALL SECTIONS A5.1 OVERHEAD DOOR DETAILS STRUCTURAL REVISION SHEET TITLE 51.0 STRUCTURAL NOTES 52.1 STRUCTURAL FLOOR PLAN 55.1 STRUCTURAL DETAILS 552 STRUCTURAL DETAILS MECHANICAL REVISION SHEET TITLE M1.0 MECHANICAL DEMO PLAN Q M1.1 MECHANICAL PLAN, I$ NOTES M2.0 SCHEDULES M5.0 DETAILS PLUMBING REVISION SHEET TITLE ►A PI.O PLUMBING PLAN I$ RI5ER ►� 1 P2.0 PLUMBING FIXTURE SCHEDULE, NOTES 4 DETAILS ELECTRICAL REVISION SHEET TITLE EI.O SYMBOL LEGEND, GENERAL NOTES E2.0 DEMOLITION PLAN - ELECTRICAL ELECTRICAL SPEC I F I GATI ONS E5.0 FLOOR PLAN - LIGHTING LIGHTING FIXTURE SCHEDULE E4.0 FLOOR PLAN - POWER AND SYSTEMS EQUIPMENT CONNECTION SCHEDULE POWER ONE LINE DIAGRAM E5.0 PANELBOARD SCHEDULES UL PENETRATION DETAILS C� PERMIT #_._.. L DESIGN THREE ASSOCIATES 815 ORIENTA AVE. SUITE 1050 ALTAMONTE SPRINGS, FL 32701 (407) 834.2444 AAP000452 PROJECT: NO: 17029 INTERIOR ALTERATION UNIT 500 RECONFIGURATION 2913 S. ORLANDO DRIVE SANFORD, FLORIDA 32773 ICCI IC• r%Ar=- k r '• COPYRIGHT © 2017 - DESIGN THREE ASSOCIATES RESERVES ALL RIGHTS FOR WHICH THESE DOCUMENTS WERE ORIGINALLY CREATED, EVOLVED AND DEVELOPED. REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE PROHIBITED WITHOUT WRITTEN PERMISSION FRQW,DESIGN THREE ASSOCIATES. SHEET: A . rj Design No. 0419 BXUV.U419 Fire -resistance Ratings - ANSI/UL 263 Paoe 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-S101 Certified for Canada See General Information for Fire -resistance Ratinos - ANSI/UL 263 See General Information for Fire Resistance Ratings - CAN/ULC-5101 Certified for Canada Design No. 0419 May 28, 2015 Nonbearing Wall Ratings — 1, 2, 3 or 4 Hr (See Items 4 & S 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 Item 2 - Channel shaped, fabricated from min 25 MSG corrosion -protected steel, min depth to accommodate stud size, with min 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 Item 2B, 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 — Viper25T" Track CRACO MFG INC — SmartTrack25T" MARINO/WARE, DIV OF WARE INDUSTRIES INC — Viper25T" Track PHILLIPS MFG CO L L C — Viper251" Track 16. Framing Members* - Floor and Ceiling Runner — Not shown - In lieu of Item 1 — For use with Item 2C, proprietary channel shaped runners, 1-1/4 in. wide by 3-5/8 in. deep fabricated from min 0.020 in. thick gaiv 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 — Viper -20'" Track PHILLIPS MFG CO L L C — Viper201" 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. max. 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 ID. Floor and Ceiling Runners — (Not shown)—for use with Item 2A- Channel shaped, fabricated from min 20 MSG corrosion -protected or galv 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. IE. Framing Members*— Floor and Ceiling Runners — (Not shown, As an alternate to Item 1) — For use with Items 2E, 5F or 5G or 5I only, 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. 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 IF. Framing Members* - Floor and Ceiling Runner — Not shown - In lieu of Item 1 — For use with Item 2F, proprietary channel shaped runners, minimum width to accommodate stud size, with 1- 1/8 in. long legs fabricated from min 0.015 in. (min bare metal thickness) galv 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, minimum 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. galv steel or thicker, attached to floor and ceiling with fasteners spaced max 24 in. OC. MARINO/WARE, DIV OF WARE INDUSTRIES INC — Viper20T" Track VT100 1I. Framing Members*— Floor and Ceiling Runners — (Not shown, As an alternate to Item 1) — 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"" 11. Framing Members* - Floor and Ceiling Runner — Not shown - In lieu of Item 1 -- For use with Item 2I, 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 — Viper25T" Track 1K. Framing Members* - Floor and Ceiling Runner — Not shown - In lieu of Item 1 — 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 — Viper20T" Track 2. Steel Studs — Channel shaped, 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. 2A. Steel Studs — (As an alternate to Item 2, For use with Items 5B, 5E, 5H, 53 and 5K) Channel shaped, fabricated from min 20 MSG corrosion -protected or galv steel, 3-1/2 in. min depth, spaced a max 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. 2B. 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 24 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 — Viper25'" CRACO MFG INC — SmartStud25TM MARINO/WARE, DIV OF WARE INDUSTRIES INC — Viper251" PHILLIPS MFG CO L L C — Viper251" 2C. Framing Members* - Steel Studs — Not shown - In lieu of Item 2 — proprietary channel shaped steel studs, min depth as indicated under Item 5, spaced a max if 24 in. OC, fabricated from min 0.020 in, thick galv steel. Studs cut 3/8 in. to 3/4 in. less in lengths than assembly heights. CALIFORNIA EXPANDED METAL PRODUCTS CO — Viper20T" MARINO/WARE, DIV OF WARE INDUSTRIES INC — Viper20T" PHILLIPS MFG CO L L C — Viper201" 2D. Framing Members*— Steel Studs — In lieu of Item 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, min 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 ProSTUD 2F. Framing Members* - Steel Studs — Not shown - In lieu of Item 2 — proprietary channel shaped steel studs, minimum width indicated under Item 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"' 2I. 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 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. TELLING INDUSTRIES L L C — Viper251" 23. Framing Members* - Metal Studs — Not shown - In lieu of Item 2 — proprietary channel shaped steel studs, min depth as indicated under Item 5, spaced a max if 24 in. OC, fabricated from min 0.020 in. thick galv steel. Studs cut 3/8 in, to 3/4 in. less in lengths than assembly heights TELLING INDUSTRIES L L C — Viper20T" 2K. Framing Members*— Steel Studs — As an alternate to Item 2 - For use with Item 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. EB McTAL INC — EB Stud 2L. Framing Members* — Steel Studs — As an alternate to Item 2 - For use with Item 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 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. MARINO/WARE, DIV OF WARE INDUSTRIES INC — Stud Rite T" 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 1 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 nom 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 Marking 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 Item 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 names 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 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 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 Rating, Hr i 1 Min Stud Depth, in. Items 2, 2C, 2D, 2F and 2G 3-1/2 2-1/2 No. of Layers & Thkns of Panel 1 layer, 5/8 in. thick 1 layer, 1/2 in. thick Min Thkns of Insulation (Item 4) Optional 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 3 1-5/8 1-5/8 3 layers, 1/2 in. thick 2 layers, 3/4 in. thick Optional 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 ULTRACODE UNITED STATES GYPSUM CO — 1/2 in. thick Type C, IP -X2, IPC -AR or WRC; 5/8 in. thick Type SCX, SGX, SHX, WRX, IP -X1, AR, C, WRC, 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 WRC; 5/8 in. thick Type AR, C, IP -AR, IP -X1, IP -X2, IPC -AR, SCX, SHX, WRX, WRC or; 3/4 in. thick Types IP -X3 or ULTRACODE When Item 7B, Steel Framing Members*, is used, Nonbearing Wall Rating is limited to 1 Hr. 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 described in Item 6. 5A. Gypsum Board* — (As an alternate to Item 5) — 5/8 in. thick, 24 to 54 in. wide, applied horizontally as the outer layer to one side of the assembly. Secured as described in Item 6. CGC INC — Type SHX UNITED STATES GYPSUM CO — Type FRX-G, SHX. USG MEXICO S A DE C V — Type SHX 5B. Gypsum Board* — (Not Shown) - As an alternate to Item 5 when used as the base layer on 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 Item 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 Item 5, Wallboard Protection on Each Side of Wall table. Nom 5/8 in. or 3//4 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 Item 12). RAY -BAR ENGINEERING CORP — Type RB-LBG 5C. Gypsum Board* — (For Use With Item 2B) Rating Limited to 1 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. 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. 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 Item 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 Item 5) — For use with Items 1E and 2E and limited to 1 Hour Rating only, Gypsum 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 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 2 hr, 3 hr and 4 hr ratings are as follows: Gypsum Board Protection on Each Side of Wall Rating, Hr Min Stud Depth, in. Item 2E No. of Layers & Thickness of Panel Min Thkns of Insulation (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 1-5/8 3 layers, 5/8 in, thick Optional 4 4 1-5/8 1-5/8 4 layers, 5/8 in. thick 4 layers, 1/2 in. thick Optional Optional CGC INC — 1/2 in. thick Type C, IP -X2 or IPC -AR;, 5/8 in. thick Type AR, C, IP -AR, IP -X1, IP -X2, IPC -AR, 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 -X1, 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 -X1, IP -X2, IPC - AR, SCX, SHX, or; 3/4 in. thick Types IP -X3 or ULTRACODE 5H. Gypsum Board* — (Not Shown) - (As an alternate to Item 5 when used as the base layer on one or both sides of wall when 5/8 or 3/4 in thick products are specified. For direct attachment only to steel studs Item 2A, (not to be used with Item 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 2B 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 Item 11A) or Lead Discs (see Item 12A), MAYCO INDUSTRIES INC — Type X -Ray Shielded Gypsum 5I. 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 Item 5. Steel stud minimum depth shall be as indicated in Item 5. CGC INC — Type ULX UNITED STATES GYPSUM CO — Type ULX USG MEXICO S A DE C V — Type ULX 53. 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 Item 3). Nom 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 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, min 2 in. wide, max 8 ft long with a max 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. diam 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-201f, Grade "C". RADIATION PROTECTION PRODUCTS INC — Type RPP - Lead Lined Drywall 5K. Gypsum Board* — (Not Shown) - (As an alternate to Item 5) - Nom. 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 not 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 No, of Min Stud Layers Thkns of Depth, in. & Thkns Insulation Rating, Hr Items 2 through 2L of Panel (Item 4B) 1 3-5/8 1 layer, 5/8 in. thick 3-1/2 in. 2 1-5/8 2 layers, 5/8 in. thick Optional 3 1-5/8 3 layers, 5/8 in. thick Optional 4 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 (Item 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., 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., 5/8 in. thick panels or 2-5/8 in. long for 5/8 in. thick panels, spaced 12 in. OC. Screws offset min 6 in, from 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 min 6 in. from layer below. 6A, Fasteners — (Not shown) - For use with Item 5K- Type S or S-12 steel screws used to attach panels to studs or furring channels (Item 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- 1 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 min 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 from min 25 MSG corrosion -protected steel, spaced vertically a max 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 Item 5A and 5E. 7A. Framing Members* — (Optional on one or both sides, not 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 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 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 max. 48 in. OC. RSIC-1 and RSIC-1 (2.75) clips secured to studs with No. 8 x 1-1/2 in. minimum self -drilling, S-12 steel screw through the center grommet. RSIC-V and RSIC-V (2.75) clips secured to studs with No. 8 x 9/16 in. minimum 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 Item b. Batts and Blankets placed in stud cavity as described in Item 5. Two layers of gypsum board attached to furring channels as described in Item 5. Not for use with Item 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., and 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, not 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 gaiv steel. 2-3/8 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 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 max. 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: a. Furring Channels — Formed of No. 25 MSG gaiv 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 Item 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 Gypsum Boards at side joints fastened into channel with screws spaced 8 in, OC, approximately 1/2 in. from joint edge. Not for use with Item 5A and 5E. b. Steel Framing Members* — Resilient sound isolation clip used to attach furring channels (Item 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, not 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 Item 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 S-12 pan head steel screws, one at the top of the strip and one 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. 11A. 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 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 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 99.5% 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 Item 5B) - Used in lieu of or in addition to the lead batten strips (Item 11) or optional at other locations - Max 3/4 in. diam 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 (Item 5B) 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. Lead Discs — (Not Shown, for use with Item 5H) Max 5/16 in, diam by max 0.140 in. thick lead discs compression fitted or adhered over steel screw heads. Lead discs to have a purity of 99.5% meeting 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 min. 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 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 99.9% meeting the Federal specification QQ-L-201f, Grade "C". Lead batten strips required behind vertical joints of lead backed gypsum wallboard (Item 5E) and optional at remaining stud locations. 14. Lead Tabs — (Not Shown, For Use With Item 5E) 2 in, wide, 5 in. long with a max thickness of 0.142 in. Tabs friction -fit around front face 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, Item 5E) will penetrate the steel stud. Lead tabs to have a purity of 99.9% meeting the Federal specification QQ-L-201f, Grade "C". Lead tabs may be held in place with standard adhesive tape if necessary. * 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 © 2015 UL LLC *REPRINTED FROM THE ONLINE GERTIFIGATIONS DIRECTORY WITH PERMISSION FROM UL. DESIGN THREE ASSOCIATES 815 ORIENTA AVE. SUITE 1050 ALTAMONTE SPRINGS, FL 32701 (407)834-2444 AAP000452 PROJECT: NO: 17029 INTERIOR ALTERATION UNIT 500 RECONFIGURATION 2913 S. ORLANDO DRIVE SANFORD, FLORIDA 32773 ISSUE: DATE: FOR GONSTRUr. ION: - 12-8-I-7 iA_7�117 COPYRIGHT © 2017 — DESIGN THREE ASSOCIATES RESERVES ALL RIGHTS FOR WHICH THESE DOCUMENTS WERE ORIGINALLY CREATED, EVOLVED AND DEVELOPED. REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE PROHIBITED WITHOUT WRITTEN PERMISSION FROM DESIGN THREE ASSOCIATES. SHEET: Al • 2 System No. W -L-1006 XHEZ.W-L-1006 Through -penetration Firestop Systems Pace 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-1006 September 24, 1994 F Rating — 2 Hr T Rating — 0 Hr SECTION 1. Wall Assembly — The fire -rated gypsum wallboard/stud wall assembly shall be constructed of the materials and in the manner specified in the individual U300 or U400 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include the following construction features: A. Studs — Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 by 4 in. lumber spaced 16 in. OC. Steel studs to be min 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 nom annular space of 5/16 in. is required within the firestop system. B. Conduit — Nom 1 in. diam (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 — Nom 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 min 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 Ouestions? Print this Dage Terms of Use Page Too © 2015 UL LLC 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, 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-1017 XHEZ.W-L-1017 Through -penetration Firestop Systems Page Bottom ............................................................................................................................................................................................................................................................................................................................................ Design/System/Construction/Assembly Usage Disclaimer • covering h installation and f L Authorities Having Jurisdiction should be consulted in all cases as to the particular requirements cove g t e a use o U 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 'E-CIr i V A- 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 min 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 — Nom 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+ * Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cLIL Certification (such as Canada), respectively. Last Updated on 1998-04-30 Questions? Print this page Terms of Use Page Top ,D 2015 UL LLC 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, 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 a nd u 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-2088 May 23, 2005 F Ratings — 1 and 2 Hr (See Item 1) T Ratings — 0, 1 and 2 Hr (See Item 2) SEC'T'ION A -A. 1. Wall Assembly — The 1 or 2 hr fire rated gypsum board/stud wall assembly shall be constructed of the materials and in the manner 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 nom 2 by 4 in. (51 by 102 mm) lumber spaced 16 in. (406 mm) OC. Steel studs to be min 3-1/2 in. (89 mm) wide and spaced max 24 in. (610 mm) OC. 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 diam of nonmetallic pipe or conduit (Item 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 within the firestop system. The annular space for max 1-1/4 in. (32 mm) diam pipe or conduit shall be min 0 in. ( 0 mm, point contact) to max 7/8 in (22 mm). The annular space for pipe or conduit larger than nom 1-1/4 in. (32 mm) diam shall be min 1/2 in. (13 mm) to max 1 in. (25 mm) Pipe or conduit to be rigidly supported on both sides of wall assembly. The following types and sizes of nonmetallic pipes or conduits may be used: A. Polyvinyl Chloride (PVC) Pipe — Nom 2 in. (51 mm) diam (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 mm) 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++ — Nom 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 — Nom. 2 in. (51 mm) diam (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 mm) and 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 gypsum board, a min 1/2 in. (13 mm) 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+, 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, 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-1001 XHEZ.W-L-1001 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-1001 June 15, 2005 F Ratings — 1, 2, 3 and 4 Hr (See Items 2 and 3) T Ratings — O, 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 4 in. (51 by 102 mm) lumber end plates and cross braces. Steel studs to be min 3-5/8 in. (92 mm) wide by 1-3/8 in. (35 mm) deep channels spaced max 24 in. (610 mm) OC. B. Gypsum Board* — Nom 1/2 or 5/8 in. (13 or 16 mm) 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 diam of opening is 26 in. (660 mm). 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 mm) 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 mm) diam (or smaller) or Class 50 (or heavier) ductile iron pressure pipe. C. Conduit — Nom 6 in. (152 mm) diam (or smaller) steel conduit or nom 4 in (102 mm) diam (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 — Nom 6 in. (152 mm) diam (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) 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. OMEGA FLEX INC 2. Nom 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. GASTITE, DIV OF TITEFLEX 3. Nom 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. "he 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 mm) and 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 gypsum board, a min 1/2 in. (13 mm) 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+, 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, 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-1001 XHEZ.W-L-1001 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-1001 June 15, 2005 F Ratings — 1, 2, 3 and 4 Hr (See Items 2 and 3) T Ratings — O, 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 4 in. (51 by 102 mm) lumber end plates and cross braces. Steel studs to be min 3-5/8 in. (92 mm) wide by 1-3/8 in. (35 mm) deep channels spaced max 24 in. (610 mm) OC. B. Gypsum Board* — Nom 1/2 or 5/8 in. (13 or 16 mm) 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 diam of opening is 26 in. (660 mm). 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 mm) 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 mm) diam (or smaller) or Class 50 (or heavier) ductile iron pressure pipe. C. Conduit — Nom 6 in. (152 mm) diam (or smaller) steel conduit or nom 4 in (102 mm) diam (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 — Nom 6 in. (152 mm) diam (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) 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. OMEGA FLEX INC 2. Nom 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. GASTITE, DIV OF TITEFLEX 3. Nom 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. "he 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 0+, 1 or 2 1 (25) 3 or 4 3 or 4 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 h. 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 Ouestions? Print this pace Terms of Use Pace Top © 2015 UL LLC 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, 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: ":9) 2015 UL LLC". DESIGN THREE ASSOCIATES 815 ORIENTA AVE. SUITE 1050 ALTAMONTE SPRINGS, FL 32701 (407) 834-2444 AAP000452 PROJECT: NO: 17029 INTERIOR ALTERATION UNIT 500 RECONFIIGURATION 2913 S. ORLANDO DRIVE SANFORD, FLORIDA 32773 ISSUE: DATE: FOR GON5TRUGTtON� 12-8-I-1 ori ON 0M COPYRIGHT Q 2017 - DESIGN THREE ASSOCIATES RESERVES ALL RIGHTS FOR WHICH THESE DOCUMENTS WERE ORIGINALLY CREATED, EVOLVED AND DEVELOPED. REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE PROHIBrrED WITHOUT WRITTEN PERMISSION FROM DESIGN THREE ASSOCIATES. SHEET: A193 ALINE CERTIFICATIONS DIRECTORY Page Bottom System No. 0-101-0007 X11 -1130.0-D-0007 Continuity Head -of -wall Joint Systems 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. XHBO - Continuity Head -of -wall Joint Systems See General Information for Continuity Head -of -wall Joint Systems System No. 0-D-0007 April 19, 2012 Joint Rating — 1 Hr Nominal Joint Width — 2 in. Class II or III Movement Capabilities — 100% Compression and Extension r% Section A A 1. Wall 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 or W400 Series Wall and Partition Design in the UL Fire Resistance Directory and shall include the following construction features: A. Ceiling Deflection Channel — U-shaped channel formed from min 16 ga steel sized to accommodate steel studs (Item 2r)) and provided with nom 5 in. (127 mm) flanges. Deflection channel installed parallel with ane between purlins and secured to lateral bracing (Item 1B) with min No. 14 self -tapping, hex -head, plated steel or stainless steel screws. B.Steel Floor and Ceiling Runners — Floor runner of the wall assembly and the floor and ceiling runners of the cripple wall above the wall assembly shall consist of min 1-1/4 in, f32 mm) deep min 25 ga galy 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 of cripple wall installed to compress insulation (Item IC) and packing material (Item 2C) to min thickness of 3/8 In. (30 mm) and 1 in. (25 mm), respectively, by wedging lengths of stud (Item 2D) between the runners. Steel studs of cripple wall attached to floor and ceiling runners with steel screws. C. Batts and Blankets* - Packing Material — Unfaced compressible mineral wool batt insulation having a nom 2 in. (51 mm) thickness before compression and a nam density of 4 pcf (64 kg/m3). Strips of nom 2 in. (51 mm) thick batt cut to width of cripple wall ceiling runner and compressed min 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 1C) to nominal 3/8 in. (10 mm) thickness. When width of metal roof deck panels (Item 1D) rib exceeds 2 in. (51 mm). See Batts and Blankets (BZJZ) category in the UL Fire Resistance Directory or Batts and Blankets (BKNV) category in the UL Building Materials Directory for names of manufacturers. D. Studs — Steel studs to be min 3-1/2 in. (89 mm) wide. Studs Cut max 2 in. (51 mm) less in length than the wall assembly height beneath purlins with bottom nesting in and resting on the floor runner and with top nesting in ceiling deflection channel without attachment. Stud spacing not to exceed 24 in. (610 mm) O.C. Studs of cripple wall cut to length as required to compress packing material (Item 2C) and insulation (Item IC) to min thicknesses of 1 in. (25 mm) and 3/8 in. (10 mm), respectively, Studs spaced max 24 in. (610 mm) 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 U400 or V400 Series Design in the UL Fire 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 max 2 in. (51 mm) below top of ceiling deflection channel. Bottom edge of cripple wall gypsum board to be flush with top of ceiling deflection channel. Screws securing gypsum board to steel studs of wall assembly to be located 2-1/4 in. to 2-1/2 in. (57 to 64 mm) below flange of ceiling deflection channel. Screws securing gypsum board of cripple wall to be driven into studs and runners of cripple wall. No screws are to be driven into flanges of ceiling deflection channel, F. Gypsum Board* — (CKNX) — Min 5/8 in. (16 mm) thick "rip strip" of gypsum board installed to cover first layer of gypsum board on cripple wall and to tap min 3 in. (76 mm) 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 gypsum board on wall assembly. Max separation between top of wall assembly gypsum 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 assembly shall be constructed of the materials and in the manner described in the individual Roof Deck Constructions (Guide TGKX) in the UL Roofing Materials and Systems Directory and shall include the following construction features: A. Pullin — (Not Shown) - Min 16 ga coated steel. Max spacing as specified in the individual Roof -Ceiling Design. B. Lateral Bracing — Min 16 ga 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 min 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 mm) thickness before compression and a min density of 0.6 pcf (9.6 kg/m'). Insulation draped over purlins prior to installation of panel clips (Item IF) and/or metal roof deck panels (Item 1D). Side edges of the batts shall be butted or overlapped a max of 3 in. (76 mm). See Batts and Blankets (BZJZ) category in 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 ga coated steel. Panels continuous over two or more spans. Roof panel end laps, if required, centered over purlins with min 3 in, (76 mm) panel overlap as specified in the individual Roof -Ceiling Design. 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 names of manufacturers. E. Fasteners — Fasteners used for panel-to-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 diam and spacing to be as specified in the individual Roof -Ceiling Design. F. Roof Deck Fasteners* - Panel Clips — (Not Shown) - Panel clips used for panel-to-purlin connections to be secured to purlin through insulation as specified In the individual Roof -Ceiling Design. See Roof Deck Fasteners (TLSX) category in the UL Roofing Materials and Systems Directory for names of manufacturers. G. Thermal Spacer Blocks — (Not Shown) - Expanded polystyrene strips cut to fit between panel clips (Item 1F) as specified i , the individual Roof -Ceiling Design. Thermal spacer blocks, when used, are to be installed between insulation (Item IC) and metal roof deck panels (Item 1D) over purlins. 3. Fill, Void or Cavity Material* (XHHW) — Caulk — Min 5/8 in. (16 mm) thickness of fill material installed to fill any gap between top of cripple wall gypsum board and insulation (Item IC) on each side of the wall. Additional sealant installed to fill annular space between lateral bracing and gypsum board "rip strip" (Item 2F) on both 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 jurisdictions employing the UL or cUL Certification (such as Canada), respectively. Last Updated on 2012-04-19 Questions? Print this page Terms of Use Page Too 72016 UL LLC 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, 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: "© 2016 UL LLC". © 2015 UL LLC *REPRINTED FROM THE ONLINE GERTIFIGATIONS DIREGTORl' AITH PERMISSION FROM UL. JF_I_I_I_ DESIGN THREE ASSOCIATES 815 ORIENTA AVE. SUITE 1050 ALTAMONTE SPRINGS, FL 32701 (407) 834 - 2444 AAP000452 PROJECT: NO: 17029 INTERIOR ALTERATION UNIT 500 RECONFIGURATION 2913 S. ORLANDO DRIVE SANFORD, FLORIDA 32773 ISSUE: DATE: FOR GONSTRUGTION: 12-8-17 COPYRIGHT 0 2017 — DESIGN THREE ASSOCIATES RESERVES ALL RIGHTS FOR WHICH THESE DOCUMENTS WERE ORIGINALLY CREATED, EVOLVED AND DEVELOPED. REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE PROHIBITED WITHOUT WRTmEN PERMISSION FROM DESIGN THREE ASSOCIATES. SHEET: Al • 4 �z w PHASE I PHASE 11 A Q LIFE SAFETY FLAN KEY NOTES OI EXISTING 3A 40 B:G FIRE EXTINGUISHER. 2O RELOCATED EXISTING 3A 40 B:G FIRE EXTIN6UI5HER. O NEW 3A 40 B:G FIRE EXTINGUISHER. ® EXI5TIN6 4A 80 B:G FIRE EXTINGUISHER. L I Frz SAFrzTY FLAN NORTH SCALE: 1/8" = 1'-0" SYM'SOLS LEGEND FARTITION LEGEND FIRE EXTINGUISHER - SEE LIFE SAFETY PLAN ® KEY NOTES - - - EXIT TRAVEL DISTANCE. I> I» DIRECTION OF TRAVEL. SEE ELECTRICAL 8 MECHANICAL PLANS FOR ITEMS THAT ARE NEW, RELOCATED OR EXISTING. FARTITION LEGEND WALL SYMBOL WALL TYPE EXISTING PARTITION WALL TO BE REMOVED. ............................. EXISTING PARTITION WALL. ;;mx:,,K:;;;. NEW MTL. FURRING OVER EXISTING WALL / COLUMN. 3 5/8" METAL STUD PARTITION WALL WITH 1/2" GYPSUM BOARD ATTACHED TO BOTH SIDES OF 3 5/8" MTL. 5TUD5 ® 24" O.G. WITH I" LON6 TYPE 5 STEEL SGREWS 5PA6ED 24" O.G. TYP. NEW ONE-HOUR FIRE RATED PARTITION. SEE WALL SECTION DETAILS ON SHEET A4.1. DESIGN THREE ASSOCIATES 815 ORIENTA AVE. SUITE 1050 ALTAMONTE SPRINGS, FL 32701 (407) 834-2444 AAP000452 PROJECT: NO: 17029 INTERIOR ALTERATION UNIT '500 RECONFIGURATION 2913 S. ORLANDO DRIVE SANFORD, FLORIDA 32773 ISSUE: DATE: FOR GONSTRLIGTION: 12-8-17 wMR COPYRIGHT Q 2017 - DESIGN THREE ASSOCIATES RESERVES ALL RIGHTS FOR WHICH THESE DOCUMENTS WERE ORIGINALLY CREATED. EVOLVED AND DEVELOPED. REPRODUCTIONS. CHANGES OR ASSIGNMENTS ARE PROHIBITED WITHOUT WRITTEN PERMISSION FROM DESIGN THREE ASSOCIATES. SHEET: A2.0 .......... ..... ...... .... PHASE I PHASE I I 1 DrzMOLI IT ON FLAN SCALE I/8' 1'-0" PLAH HORTH 1DDM0L I T I ON FLAN KE1' NOTES OI REMOVE EXISTING PARTITION WALL (5HOVWN DASHED). SEE FLOOR PLAN. 2O GUT A 10'-0" W. X 10'-O" H. OPENING IN EXISTING EXTERIOR WALL FOR NEW OVERHEAD DOOR OPENING. SEE FLOOR PLAN. O3 GUT A 12'-0" W. X 13'-0" H. OPENING IN EXISTING EXTERIOR WALL FOR NEW OVERHEAD DOOR OPENING. SEE FLOOR PLAN. ® GUT A 6-0" W. X -1'-O" H. OPENING IN EXISTING EXTERIOR WALL FOR NEW STOREFRONT DOOR LOCATION. SEE FLOOR PLAN. O GUT A 3'-0" W. X 6-8" H. OPENING IN EXISTING PARTITION WALL FOR NEW DOOR OPENING. SEE FLOOR PLAN. © 'REMOVE EXISTING 3'-0" X 6'-8" DOOR AND FRAME (SHOWN DASHED). O REMOVE EXISTING 10'-O" W. X 10'-0" H. OVERHEAD DOOR (SHOWN DASHED). SALVAGE FOR POSSIBLE RELOCATION AS INDICATED ON FLOOR PLAN. ® REMOVE EXISTING 12'-O" W. X II' -O" H. OVERHEAD DOOR (SHOWN DASHED). SALVAGE FOR POSSIBLE RELOCATION AS INDICATED ON FLOOR PLAN. Q9 REMOVE EXISTING 3'-0" X -1'-0" DOOR AND FRAME (SHOWN DASHED). SALVAGE FOR P0551BLE RELOGATIO'd. 10 REMOVE EXISTING PAIR OF 3'-0" X -7'-0" STOREFRONT DOORS AND FRAME (SHOWN DASHED). SALVAGE FOR P05SIBLE RELOC ATI ON. II REMOVE EXISTING GOUNTERTOP, BASE CABINETS AND WALL GABINETS (SHOWN DASHED). O REMOVE EXISTING SERVICE SINK AND GREASE TRAP (SHOWN DASHED). GAP WATER LINES A5 REQUIRED. RELOGATE, 5EE FLOOR PLAN, PLUMBING PLANS. 13 REMOVE EXISTING AHU (SHOWN DASHED). SEE MECHANICAL PLANS. 14 REMOVE EXISTING 3A 40 B:G FIRE EXTINGUISHER (SHOWN DASHED), SALVAGE FOR POSSIBLE RELOCATION AS INDICATED ON THE LIFE SAFETY PLAN. 15 REMOVE EXISTING WALL MOUNTED TV AND BRACKET (SHOWN DASHED), SALVAGE FOR POSSIBLE RELOCATION. I6 REMOVE EXISTING FLOOR AND BASE FINISHES IN THI5 AREA. SEE FLOOR PLAN. Il REMOVE EXISTING ELECTRICAL PANEL. 18 PAINT OUT EXISTING PARKING SPACES INFRONT OF NEW DOOR OPENINGS. Iq -REMOVE EXISTING BOLLARDS (SHOWN DASHED). ®0 -REMOVE EXISTING CONDENSING UNITS (5HOWN DASHED). PARTITION LF-C7END WALL SYMBOL WALL TYPE ..- ..................... EXISTING PARTITION WALL TO BE REMOVED. --------------------------------- ................................. EXISTING PARTITION WALL. .......................... NEW MTL. FURRING OVER EXISTING WALL / COLUMN. 3 5/8" METAL STUD PARTITION WALL WITH 1/2" GYPSUM BOARD ATTACHED TO BOTH SIDES OF 3 5/5" MTL. STUDS ® 24" O.G. WITH I" LONG TYPE 5 STEEL SGREW5 SPACED 24" O.G. TYP. NEW ONE—HOUR FIRE RATED PARTITION. SEE WALL SECTION DETAILS ON SHEET A4.1. DESIGN THREE ASSOCIATES 815 ORIENTA AVE. SUITE 1050 ALTAMONTE SPRINGS, FL 32701 (407) 834-2444 AAP000452 PROJECT: NO: 17029 INTERIOR ALTERATION UNIT 500 RECONFIGURATION 2913 S. ORLANDO DRIVE SANFORD, FLORIDA 32773 ISSUE: DATE: FOR GON5TR1GYION:- 12-8-17 l� 1 COPYRIGHT Q 2017 - DESIGN THREE ASSOCIATES RESERVES ALL RIGHTS FOR WHICHTHESE DOCUMENTS WERE ORIGINALLY CREATED. EVOLVED AND DEVELOPED. REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE PROHIBITED WITHOUT WRITTEN PERMISSION FROM DESIGN THREE ASSOCIATES. SHEET: A2. 1 P=ARTITION LECA NIS WALL SYMBOL WALL TYPE ______= EXISTING PARTITION WALL TO BE REMOVED. GEILIN6 EXISTINGPARTITION WALL. CORRIDORS d NEW MTL. FURRING OVER EXISTING WALL / COLUMN. MINIMUM INTERIOR 3 5/8" METAL STUD PARTITION WALL WITH 1/2" 6YPSUM BOARD ATTACHED TO BOTH 51DES OF 3 5/8" MTL. STUDS © 24" O.G. WITH I" LONG TYPE 5 STEEL 5GREWS SPACED 24" O.G. TYP. OTHER NEW ONE-HOUR FIRE RATED PARTITION. SEE WALL SECTION DETAILS ON SHEET A4.1. 9 INTERIOR FINISH CLASSIFICATION LIMITATIONS. FLOOR EXIT EXIT ACCESS ROOMS B GEILIN6 PA55A6EWAY5 CORRIDORS d ENGL05ED MINIMUM INTERIOR AS 5ELEGTED BY LANDLORD. OTHER SPACES FINISH NO. EXITWAYS llu GLA551FIGATION NEW - INTERIOR S.G. WOOD DOOR tLu o BUSINESS: B B G 5TORA&E: G G G I. GLASS A INTERIOR WALL AND GEILIN6 FINISH - FLAME SPREAD 0-25, (NEW) SMOKE DEVELOPED 0-450. 2. GLASS B INTERIOR WALL AND GEILIN6 FINISH - FLAME SPREAD 26-75, (NEW) SMOKE DEVELOPED 0-450. 3. GLASS G INTERIOR WALL AND GEILIN6 FINISH - FLAME SPREAD 76-200, (NEW) SMOKE DEVELOPED 0-450. NOTE: ALL INTERIOR FINISHES SHALL BE IN ACCORDANCE WITH FLORIDA FIRE PREVENTION CODE, FIFTH EDITION. * MINIMUM CRITICAL RADIANT FLUX : INTERIOR FLOOR FIN15H AND FLOOR GOVERIN& MATERIALS IN EXIT ENCLOSURES, EXIT PA55A6EWAY5 AND CORRIDORS SHALL NOT BE LESS THAN GLASS 11. IN ALL AREAS, FLOOR GOVERIN6 MATERIALS SHALL COMPLY WITH THE DOGFF-I "PILL TEST" (GP5G 16 GFR, PART 1630). THE CLASSIFICATION REFERRED TO HEREIN CORRESPONDS TO THE CLASSIFICATIONS DETERMINED BY NFPA 253 AS FOLLOWS: GLASS II, 0.22 WATT5/GM2 OR GREATER. ;;2nnM 71NIcnN 7 PHASE I ---1--PHASE II 70. L O O K FLAN PLAN SCALE: 1/8" = 1'-0" NORTH UNIT 500 FLOOR BASE PAINT NAIN5GOAT GEILIN6 NORTH WALL SURFACE KEY: 1,1E5T ;• EA5T SIZE F-2 FLOOR FINISH - VGT AS 5ELEGTED BY LANDLORD. F-3 SOUTH NO. ROOM NAME llu N NEW - INTERIOR S.G. WOOD DOOR tLu o BASE - NEW 4" VINYL COVE w o B-2 BASE - NEW 4" VINYL COVE MATCH EXISTING w o w NEW - INTERIOR 5.6. WOOD DOOR O v w REMARKS 0 P-2 DOOR FINISH - PAINT - LATEX SEMI -&LOSS AS SELECTED BY LANDLORD. © P-3 WALL FINISH - PAINT - LATEX MATCH EXISTIN6 3'-0" X b'-8" P-4 DOOR FINISH - PAINT - LATEX SEMI -GLOSS MATCH EXISTING 0 EXISTIN6 - INTERIOR H.G. WOOD DOOR 3'-0" X 6-8" WOOD W-1 WAINSGOAT - FRP A5 SELECTED BY LANDLORD. OI 101 OFFICE O ® G -I GEILIN6 FINISH -.2X4 LAY -IN GEILIN6 TILE 8 GRID AS SELECTED BY LANDLORD. ❑D G-2 •e• EXISTIN6 - GOILIN6 OVERHEAD DOOR 10'-0" X 10'-0" II EXIST EXISTING FLOOR, WALL, OR GEILIN6 FINISH TO REMAIN N/A © 2 4 102 UNISEX TOILET ROOM 10'-0" X 10'-0" 13 EXISTIN6 - EXTERIOR H.M. DOOR 3'-0" X 7'-0" •�• © 2 4 5 14 NEW - GOILIN6 OVERHEAD DOOR •� 15 NEW - GOILIN6 OVERHEAD DOOR CD(D 103 WAREHOUSE Ib RELOCATED - EXTERIOR STOREFRONT DOORS (2) 3'-0" X 7'-0" ALUM. 17 NEW - INTERIOR S.G. WOOD DOOR 3'-0" X b'-8" WOOD • 18 NEW - INTERIOR S.G. WOOD DOOR 3'-O" X 6-8" WOOD (D(D Iq EXISTIN6 - EXTERIOR H.M. DOOR 3'-0" X 7'-O" HM. © 2 4 5 * ALL HARDWARE TO MATCH EXI5TIN6 BLDG STANDARD. ** O.G. TO USE REUSE EXI5TIN6 DOORS IF POSSIBLE. ** ALL HARDWARE SHALL BE UNLOCKED IN THE DIRECTION OF EGRESS RE6ARDLES5 OF OTHER LOCK FUNCTIONS. ALL DOOR HARDWARE SHALL BE LEVER TYPE IN COMPLIANCE WITH ADA AND FLORIDA BUILDING CODE. OI DOORS AND FRAMES TO BE PAINTED TO MATCH EXI5TIN6. O2 EXISTIN6 HARDWARE. O3 PROVIDE NEW CLOSER. O4 PROVIDE LOGK5ET - LEVER HANDLE HARDWARE. O5 REMOVE EXISTIN6 SLIDE BOLTS. HARDI DARE SETS ® H © 0 PUSH/PULL UNIT 550 FLOOR BASE PAINT WAIN5GOAT GEILIN6 NORTH WALL SURFACE KEY: HE5T •; EAST SouTH NO. ROOM NAME PRIVACY LOGKSET - LEVER HANDLE THRESHOLD / PERIMETER WEATHER5TRI PPI N w m x CLOSER n o 'w� v v w REMARKS o HIN6E5 - 1 1/2 PR HINGES - 1 1/2 PR uXl LOGK5ET - LEVER HANDLE LOGKSET - LEVER HANDLE 201 OPEN OFFICE THRESHOLD / PERIMETER WEATHER5TRI PPI N6 •� 202 OPEN OFFICE �• 203 OFFICE •� 204 OFFICE • 205 GORRIDOR X. 206 WOMEN'S 207 MEN'S 208 AUTO REPAIR •� I 3 4 ROOM FINISH KEY NO. DESCRIPTION SPEGIFIGATION REMARKS F -I FLOOR FINISH - CARPET AS SELECTED BY LANDLORD. SIZE F-2 FLOOR FINISH - VGT AS 5ELEGTED BY LANDLORD. F-3 FLOOR FINISH - VGT MATCH EXISTING NEW - INTERIOR S.G. WOOD DOOR 3'-0" X 6`-8" B -I BASE - NEW 4" VINYL COVE A5 SELECTED BY LANDLORD. B-2 BASE - NEW 4" VINYL COVE MATCH EXISTING © O ® NEW - INTERIOR 5.6. WOOD DOOR 3'-0" X b'-8" P -I WALL FINISH - PAINT - LATEX AS SELECTED BY LANDLORD. 0 P-2 DOOR FINISH - PAINT - LATEX SEMI -&LOSS AS SELECTED BY LANDLORD. © P-3 WALL FINISH - PAINT - LATEX MATCH EXISTIN6 3'-0" X b'-8" P-4 DOOR FINISH - PAINT - LATEX SEMI -GLOSS MATCH EXISTING 0 EXISTIN6 - INTERIOR H.G. WOOD DOOR 3'-0" X 6-8" WOOD W-1 WAINSGOAT - FRP A5 SELECTED BY LANDLORD. OI WOOD O ® G -I GEILIN6 FINISH -.2X4 LAY -IN GEILIN6 TILE 8 GRID AS SELECTED BY LANDLORD. ❑D G-2 GEILIN6 FINISH - EXI5TIN6 EXPOSED STRUCTURE EXISTIN6 - GOILIN6 OVERHEAD DOOR 10'-0" X 10'-0" II EXIST EXISTING FLOOR, WALL, OR GEILIN6 FINISH TO REMAIN N/A © FLOOR FLAN KEY NOTES lO NEW 3-5/8" MTL. STUD PARTITION WALL (SHADED) TYPICAL. 13 PROVIDE NEW "LOW" ACCESSIBLE ELECTRIC WATER COOLER, SEE DETAIL 5/A4.1. SEE DETAIL 3/A4.1. 2O PROVIDE NEW WALL FINISH: 1/2" 6YP5UM BOARD ON 1-5/8" MTL. STUDS a 24" O.G. SEE DETAILS I/A4.1. O3 EXISTING DEMISING WALL TO REMAIN. ARCHITECT WAS UNABLE `l TO VERIFY RATIN6 OF WALL CONSTRUCTION (NO VISIBLE RATIN6 STENCILED ON THE WALL) G.G. SHALL CONFIRM DEMISIN6 PARTITION WALL IS OF ONE HOUR RATED CONSTRUCTION (UL465), OR G.G. SHALL MODIFY WALL TO MEET ONE-HOUR RATED CONSTRUCTION (U.L. 465). _1 ® NEW ONE-HOUR FIRE RATED PARTITION. (J5 ALIGN. © NEW b" MTL. STUD INFILL PARTITION WALL (SHADED) TYPICAL. SEE DETAILS 7/A4.1 $ 8/A4.1. lO NEW EXTERIOR WALL INFILL. SEE DETAILS ON SHEET A4.1. ® RELOCATED EXISTIN6 SERVICE SINK AND GREASE TRAP. SEE PLUMBING PLANS. O NEW HOT WATER HEATER. SEE PLUMBING PLANS. 10 EXISTIN6 ELECTRICAL PANEL. SEE ELECTRICAL PLANS. II RELOCATED ELECTRICAL PANEL. SEE ELECTRICAL PLANS. 12 NEW 4' X 4' TELEPHONE BOARD 3/4" FIRE TREATED PLYWOOD, PAINTED TO MATCH WALL FINISH. 14 PROVIDE NEW "HI" ACCESSIBLE ELEGTRIG WATER COOLER, SEE DETAIL 3/A4.1. IS CENTER OF WALL TO ALIGN WITH CENTER OF STRUCTURAL COLUMN. I6 EXISTING STRUCTURAL COLUMN. Il NEW TRANSI5TION STRIP. 18 LOCATION OF WALL 15 TO BE HELD AS TIGHT AS POSSIBLE AGAINST EXISTIN6 BUILDING COLUMN. SEE DETAIL I/A2.3. 14 NEW GONDEN51N6 UNIT. SEE MECHANICAL PLANS. �0 NEW AIR HANDLIN6 UNIT. SEE MECHANICAL PLANS. 21 NEW PAINTED ACCESS AISLE 4" WIDE DIAGONAL STRIPES AS INDICATED. © NEW 4" WIDE STRIPES AS INDICATED. �3 NEW AIR GONDINTIONIN6 WALL UNIT. SEE MECHANICAL PLANS. ® EXISTIN6 TV TO REMAIN. �5 RELOCATED EXISTIN6 TV. © NEW CONCRETE PAD. SEE MECHANICAL PLANS. 6" DIA. STL. PIPE FILLED W/ GONG. - PAINTED SAFETY YELLOW. SEE I STRUCTURAL PLANS. ® NEW SERVICE SINK. SEE PLUMBING PLANS. DOOR SOHEDIJLE DESCRIPTION SIZE REMARKS GLAZING GLASSIFIGATION GATE6ORY NO. DESCRIPTION SIZE FRAME HARDWARE REMARKS RELOCATED - EXTERIOR STOREFRONT DOORS (2) 3'-0" X l'-0" ALUM. NEW - INTERIOR S.G. WOOD DOOR 3'-0" X 6`-8" WOOD © OI NEW - INTERIOR S.G. WOOD DOOR 3'-0" X 6-8" WOOD © O ® NEW - INTERIOR 5.6. WOOD DOOR 3'-0" X b'-8" WOOD © O 0 EXI5TIN6 - INTERIOR H.G. WOOD DOOR 3'-0" X b'-8" WOOD © O © NEW - INTERIOR S.G. WOOD DOOR 3'-0" X b'-8" WOOD © O 0 EXISTIN6 - INTERIOR H.G. WOOD DOOR 3'-0" X 6-8" WOOD OD ® EXISTIN6 - INTERIOR S.G. WOOD DOOR 3'-0" X 6'-8" WOOD O ® EXI5TIN6 - INTERIOR H.G. WOOD DOOR 3'-0" X b'-8" WOOD ❑D 2 3 10 EXISTIN6 - GOILIN6 OVERHEAD DOOR 10'-0" X 10'-0" II EXISTIN6 - EXTERIOR H.M. DOOR 3'-0" X 7'-0" HM. © 2 4 12 RELOCATED - GOILIN6 OVERHEAD DOOR 10'-0" X 10'-0" 13 EXISTIN6 - EXTERIOR H.M. DOOR 3'-0" X 7'-0" HM. © 2 4 5 14 NEW - GOILIN6 OVERHEAD DOOR 10'-0" X 10'-0" 15 NEW - GOILIN6 OVERHEAD DOOR 12'-0" X 13'-0" Ib RELOCATED - EXTERIOR STOREFRONT DOORS (2) 3'-0" X 7'-0" ALUM. 17 NEW - INTERIOR S.G. WOOD DOOR 3'-0" X b'-8" WOOD OI 18 NEW - INTERIOR S.G. WOOD DOOR 3'-O" X 6-8" WOOD OI Iq EXISTIN6 - EXTERIOR H.M. DOOR 3'-0" X 7'-O" HM. © 2 4 5 * ALL HARDWARE TO MATCH EXI5TIN6 BLDG STANDARD. ** O.G. TO USE REUSE EXI5TIN6 DOORS IF POSSIBLE. ** ALL HARDWARE SHALL BE UNLOCKED IN THE DIRECTION OF EGRESS RE6ARDLES5 OF OTHER LOCK FUNCTIONS. ALL DOOR HARDWARE SHALL BE LEVER TYPE IN COMPLIANCE WITH ADA AND FLORIDA BUILDING CODE. OI DOORS AND FRAMES TO BE PAINTED TO MATCH EXI5TIN6. O2 EXISTIN6 HARDWARE. O3 PROVIDE NEW CLOSER. O4 PROVIDE LOGK5ET - LEVER HANDLE HARDWARE. O5 REMOVE EXISTIN6 SLIDE BOLTS. HARDI DARE SETS ® H © 0 PUSH/PULL HINOE5 - 1 1/2 PR HINGES - 1 1/2 PR HIN6E5 - 1 1/2 PR CYLINDER LOCK- ACTIVE LEAF LATGHSET- LEVER HANDLE LOGKSET - LEVER HANDLE PRIVACY LOGKSET - LEVER HANDLE THRESHOLD / PERIMETER WEATHER5TRI PPI N CLOSER GL05ER K o HIN6E5 - 1 1/2 PR HINGES - 1 1/2 PR LOGK5ET - LEVER HANDLE LOGKSET - LEVER HANDLE CLOSER THRESHOLD / PERIMETER WEATHER5TRI PPI N6 ROOM FINISH REM -IA <5 DI DASHED LINE INDICATES WAIN5GOAT FINISH TO 48" A.F.F. SEE FLOOR PLAN It ENLARGED TOILET ROOM PLAN I/A3.1 O2 WALL ABOVE WAINSGOAT TO BE PAINTED P -I. O WALL ABOVE WAINSGOAT TO BE PAINTED P-3. ® TENANT SEPARATION WALL 15 TO BE TAPED AND SANDED. W I NI�)OW SOHEDUL TA6 DESCRIPTION SIZE REMARKS GLAZING GLASSIFIGATION GATE6ORY A EXTERIOR 3' -II" W. X 3'-0" H. O I O PROVIDE NEW WINDOWS TO MATCH EXISTING, MATCH AND AL16N WITH EXI5TING WINDOW HEAD/SILL. DESIGN THREE ASSOCIATES 815 ORIENTA AVE. SUITE 1050 ALTAMONTE SPRINGS, FL 32701 (407) 834.2444 AAP000452 PROJECT: NO: 17029 INTERIOR ALTERATION UNIT 500 RECONFIGURATION 2913 S. ORLANDO DRIVE SANFORD, FLORIDA 32773 ISSI IF" neT'Ir- COPYRIGHT Q 2017 - DESIGN THREE ASSOCIATES RESERVES ALL RIGHTS FOR WHICH THESE DOCUMENTS WERE ORIGINALLY CREATED, EVOLVED AND DEVELOPED. REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE PROHIBITED WITHOUT WRITTEN PERMISSION FROM DESIGN THREE ASSOCIATES. SHEET: A2.2 Ildwla 1/2" GYPSUM BOARD ATTACHED TO 15/8" MTL. STUDS ® 24" O.G. WITH I" LONG TYPE 5 STEEL 5GREW5 SPACED I6" O.G. T'rP. EXISTING 5TRUGTURAL COLUMN. 1/2" GYPSUM BOARD ATTACHED TO 1 5/8" MTL. STUDS ® 24" O.G. WITH I" LONG TYPE S STEEL 5GREW5 5PAGED I6" O.G. TYP. 1/2" GYPSUM BOARD ATTACHED TO BOTH 51DE5 OF 3 5/8" MTL. STUDS ® 24" O.G. WITH I" LONG TYPE 5 STEEL 50REW5 5PAGED 161, O.G. TYP. PHASE 1 1 PHASE II REFLECTED GE I L I NG FLAN KEY NOTES OI EXI5TIN6 2 x 4 LAY -IN 6EILIN6 TILE s 6RID SYSTEM ® 8' -II" A.F.F. INSTALL NEW 2 X 4 GEILIN6 TILE WHERE EXISTING 2 X 4 FLUORE5GENT LIGHT FIXTURES HAVE BEEN REMOVED (SEE ELECTRICAL PLANS). 2O NEW 2 x 4 LAY -IN GEILIN6 TILE 4 6RID SYSTEM 0 8'-11" A.F.F. ( ) EXI5TIN6 EXPOSED STRUCTURE. 5'YM50LS LF-CGEND DESIGN THREE ASSOCIATES 815 ORIENTA AVE. SUITE 1050 ALTAMONTE SPRINGS, FL 32701 (407)834-2444 AAP000452 PROJECT: NO: 17029 INTERIOR ALTERATION UNIT 500 RECONFIGURATION 2913 S. ORLANDO DRIVE SANFORD, FLORIDA 32773 ISSUE: DATE: FOR GONSTRLI&TION: 12-8-I1 COPYRIGHT © 2017 - DESIGN THREE ASSOCIATES RESERVES ALL RIGHTS FOR WHICH THESE DOCUMENTS WERE ORIGINALLY CREATED, EVOLVED AND DEVELOPED. REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE PROHIBITED WITHOUT WRITTEN PERMISSION FROM DESIGN THREE ASSOCIATES. SHEET: A2.3 2'X 4' LAY -IN PRISMATIC FLUORESCENT LIGHT FIXTURE. BLDG. STANDARD 8'-O" FLUORESCENT LIGHT ��...................... FIXTURE. " LED WALL PACK MOUNTED ABOVE DOOR. CH WALL MOUNTED LIGHT FIXTURE. « WALL PACK L16HT FIXTURE. NEW 2 X 4 LAY -IN GEILIN6 TILE d EXISTING GRID. EXISTING 2 X 4 LAY -IN GEILIN6 TILE AND GRID. ® ILLUMINATED DIRECTIONAL EXIT LIGHT, SINGLE FACE WITH BATTERY BAGK-UP. ® ILLUMINATED DIRECTIONAL EXIT LIGHT WITH BATTERY PACK. BATTERY OPERATED EMER6ENGY LIGHT FIXTURE. COMBINATION BATTERY OPERATED EMERGENCY L16HT / EXIT L16HT FIXTURE. ® BLD6. STANDARD H\/AG SUPPLY AIR DIFFUSER. BLDG. STANDARD HVAG RETURN AIR DIFFUSER. ® EXHAUST FAN SEE ELECTRICAL d MECHANICAL PLANS FOR ITEMS THAT ARE NEW, RELOCATED OR EXISTING. " AL16N NEW EXTERIOR WALL MOUNTED LIGHT FIXTURES WITH HEIGHT OF EXISTING FIXTURES-+ 10'-0". DESIGN THREE ASSOCIATES 815 ORIENTA AVE. SUITE 1050 ALTAMONTE SPRINGS, FL 32701 (407)834-2444 AAP000452 PROJECT: NO: 17029 INTERIOR ALTERATION UNIT 500 RECONFIGURATION 2913 S. ORLANDO DRIVE SANFORD, FLORIDA 32773 ISSUE: DATE: FOR GONSTRLI&TION: 12-8-I1 COPYRIGHT © 2017 - DESIGN THREE ASSOCIATES RESERVES ALL RIGHTS FOR WHICH THESE DOCUMENTS WERE ORIGINALLY CREATED, EVOLVED AND DEVELOPED. REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE PROHIBITED WITHOUT WRITTEN PERMISSION FROM DESIGN THREE ASSOCIATES. SHEET: A2.3 ENLARr-7= TOILET ROOM FLAN TOILET ROOM PLAN KE1' NOTES OI AGGE551BLE WALL MOUNTED LAVATORY. SEE PLUMBING PLANS. 2O 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 AGGES5IBLE WATER GL05ET. SEE PLUMBING PLANS. O5 TOILET PAPER DISPENSER. BOBRIGK B-7687.60 OR EQUAL. © NAPKIN REGEPTAGLE. BOBRIGK B-254 OR EQUAL. (� PAPER TOWEL/TRASH REGEPTAGLE. BOBRICK 5-369 OR EQUAL. ® GOAT HOOK. BOBRIGK 8-671 OR EQUAL. ® 18" x 30" POLISHED PLATE 6LA55 MIRROR WITH 5.5. FRAME. BOBRIGK 13-290 1830 OR EQUAL. 10 60" DIAMETER CLEAR FLOOR 5PAGE FOR WHEELGHAIR. II ADA COMPLIANT SIGNAGE. SEE DETAIL 3/A3.1. 12 PROVIDE BLOGKING ® GRAB BARS AS REG'D-TYPIGAL. 13 HOT WATER 4 DRAIN PIPES TO BE INSULATED TO PROTECT AGAINST GONTAGT. 14 DASHED LINE REPRESENTS CLEAR FLOOR 5PA6E PER ADA REQUIREMENT5. 15 HOLD GYPSUM BOARD A5 TIGHT AS P0551BLE AGAINST EXI5TING BUILDING COLUMN. I6 PROVIDE NEW "LOW" AGGESSIBLE ELEGTRIG WATER COOLER, SEE DETAIL 2/A3.1. Il PROVIDE NEW "HI" AGGE551BLE ELEGTRIG WATER GOOLER, SEE DETAIL 2/A3.1. 18 FLOOR DRAIN. SEE PLUMBING PLANS. NOTE: LAVATORY MAY NOT OVERLAP THE GLEAR FLOOR 5PAGE REQUIRED FOR THE WATER CLOSET. NOTE: GRAB BARS SHALL HAVE AN OUTSIDE DIA. OF 1 1/2", WITHSTAND A LOAD OF 250 LB5. APPLIED ® ANY POINT DOWNWARD OR VERTICALLY, 4 SHALL NOT ROTATE WITHIN THEIR FITTINGS. 16"-18" T`rF I CAL MOUNTING HEI &HT5 FOR TOILET FIXTURES $ AGGESSOR I ES "5EE TOILET ROOM PLAN KEY NOTES 5GALE: 1/2" = 1'-0" SECURE WITH VTM DOUBLE FACE TAPE. 1/32" RA15ED LETTERS AND GRAPHIGS 1/32" GRADE 11 BRAILLE TO UNISEX CONFORM TO SPEG. 800 NATIONAL LIBRARY SERVICE LIBRARY OF GON6RE55. n. SCALE: 3" = 1'-0" DESIGN THREE ASSOCIATES 815 ORIENTA AVE. SUITE 1050 ALTAMONTE SPRINGS, FL 32701 (407) 834-2444 AAP000452 PROJECT: NO: 17029 INTERIOR ALTERATION UNIT 500 RECONFIGURATION 2913 S. ORLANDO DRIVE SANFORD, FLORIDA 32773 ISSUE: DATE: FOR GON5TRUCTI 0t4: 12-8-17 COPYRIGHT © 2017 — DESIGN THREE ASSOCIATES RESERVES ALL RIGHTS FOR WHICH THESE DOCUMENTS WERE ORIGINALLY CREATED. EVOLVED AND DEVELOPED. REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE PROHIBITED WITHOUT WRITTEN PERMISSION FROM DESIGN THREE ASSOCIATES. SHEET: A3. 1 r EXISTING METAL BUILDING. 6" R -IG BATT INSULATION. .2'x 4' LAY -IN SUSPENDED ACOUSTICAL GLC. TILES 4 GRID SYSTEM. PROVIDE 3-1/2" R -II BATT INSULATION. EXISTING METAL BUILDING. 1/2" GYPSUM BOARD ATTACHED TO 15/8" MTL. STUDS ® 24" O.G. WITH I" _ LONG TYPE 5 STEEL i 5GREW5 5PAGED 16" O.G. i0 TYR CONT. MTL. RUNNER ® TOP 4 BOTT. OF MTL. FURRING. FASTEND TO FLOOR WITH 0.145 HILTI DX FASTENERS ® 24" O.G. OR EQUAL. PROVIDE BASE AS SPECIFIED IN FIN15H SCHEDULE. FLOOR FINISH AS SPECIFIED IN FINISH SCHEDULE. FARTITION WALL 7C�f1LC: I/L = I —V NOTE: SLIT EXI5TIN6 VINYL FACED INSULATION WHERE NEW INSULATION 15 INSTALLED TO ELIMINATE CAPTURED VAPOR BARRIER. FARTITION EXISTING METAL BUILDING. 6" -R-IG BATT INSULATION. 12. GA. HANGER WIRE AT 48" O.G. MAX. 2' x 4' LAY -IN SUSPENDED ACOUSTICAL GI -6. TILES 4 GRID SYSTEM. EXISTING GIRT. 2X PT BLOGKIN6 W/#12 5GREW5 AT 12" O.G. TO GIRT. TYP. PROVIDE 3-1/2" R -II BATT INSULATION. 1/2" GYPSUM BOARD ATTACHED TO 1 5/8" MTL. _ STUDS ® 24" O.G. WITH 1 "- LONG TYPE 5 STEEL 50REW5 SPACED I6" O.G. TYP- 3-1/2" R -II VINYL FACED BATT INSULATION, TO MATCH EXISTING. CONT. MTL. RUNNER ® TOP ff BOTT. OF MTL. FURRING. FASTEND TO FLOOR WITH 0.145 HILTI OX FASTENERS ® 24" O.G. OR EQUAL. PROVIDE BASE AS SPECIFIED IN FINISH SCHEDULE. FLOOR FINISH AS SPECIFIED IN FINISH 5GHEDULE. <3X5X12 GA. CONT. LLH W/ 1/4" DIA. X 1 1/2" TAPGONS AT 16" O.G. ATTACH NEW METAL PANELS W/#12 5GREW5 AT 6" O.G. TYP. NEW METAL BUILDING PANEL TO MATCH EXI5TIN6 - PAINTED. ATTACH METAL SIDE LAPS W/ #12 5GREW5 AT 36" O.G. ALL SCALE: 1/2" = 1'-0" EXI5TIN6 METAL BUILDING. 6" R-19 BATT INSULATION. -EXISTING METAL BUILDING. 1 12. GA. HANGER WIRE AT 48" O.G. MAX. ATTACH NEW METAL 12. CA. HANGER WIRE AT PANELS W/ #12 48" O.G. MAX. SCREWS AT 6" O.G., 4_)==' TYP. N1 .2'x 4' LAY -IN SUSPENDED ACOUSTICAL GLC. TILES 4 GRID SYSTEM. PROVIDE 3-1/2" R -II BATT INSULATION. EXISTING METAL BUILDING. 1/2" GYPSUM BOARD ATTACHED TO 15/8" MTL. STUDS ® 24" O.G. WITH I" _ LONG TYPE 5 STEEL i 5GREW5 5PAGED 16" O.G. i0 TYR CONT. MTL. RUNNER ® TOP 4 BOTT. OF MTL. FURRING. FASTEND TO FLOOR WITH 0.145 HILTI DX FASTENERS ® 24" O.G. OR EQUAL. PROVIDE BASE AS SPECIFIED IN FIN15H SCHEDULE. FLOOR FINISH AS SPECIFIED IN FINISH SCHEDULE. FARTITION WALL 7C�f1LC: I/L = I —V NOTE: SLIT EXI5TIN6 VINYL FACED INSULATION WHERE NEW INSULATION 15 INSTALLED TO ELIMINATE CAPTURED VAPOR BARRIER. FARTITION EXISTING METAL BUILDING. 6" -R-IG BATT INSULATION. 12. GA. HANGER WIRE AT 48" O.G. MAX. 2' x 4' LAY -IN SUSPENDED ACOUSTICAL GI -6. TILES 4 GRID SYSTEM. EXISTING GIRT. 2X PT BLOGKIN6 W/#12 5GREW5 AT 12" O.G. TO GIRT. TYP. PROVIDE 3-1/2" R -II BATT INSULATION. 1/2" GYPSUM BOARD ATTACHED TO 1 5/8" MTL. _ STUDS ® 24" O.G. WITH 1 "- LONG TYPE 5 STEEL 50REW5 SPACED I6" O.G. TYP- 3-1/2" R -II VINYL FACED BATT INSULATION, TO MATCH EXISTING. CONT. MTL. RUNNER ® TOP ff BOTT. OF MTL. FURRING. FASTEND TO FLOOR WITH 0.145 HILTI OX FASTENERS ® 24" O.G. OR EQUAL. PROVIDE BASE AS SPECIFIED IN FINISH SCHEDULE. FLOOR FINISH AS SPECIFIED IN FINISH 5GHEDULE. <3X5X12 GA. CONT. LLH W/ 1/4" DIA. X 1 1/2" TAPGONS AT 16" O.G. ATTACH NEW METAL PANELS W/#12 5GREW5 AT 6" O.G. TYP. NEW METAL BUILDING PANEL TO MATCH EXI5TIN6 - PAINTED. ATTACH METAL SIDE LAPS W/ #12 5GREW5 AT 36" O.G. ALL SCALE: 1/2" = 1'-0" EXI5TIN6 METAL BUILDING. 6" R-19 BATT INSULATION. -EXISTING METAL BUILDING. 1 12. GA. HANGER WIRE AT 48" O.G. MAX. ........................................................................................................ ..................................................................................................................................................... 12 GA. HANGER WIRE AT 48" O.G. 12 GA. HANGER WIRE AT 48" O.G. 12 GA. HANGER WIRE AT 48" O.G. MAX. MAX. MAX. 6" fR-Iq BATT INSULATION. 6" R-Iq BATT INSULATION. (b" R-Ici BATT INSULATION. It O zp y>.. O� ~N-2' x 4' LAY -IN SUSPENDED 2' x 4 LAY -IN SUSPENDED XT r XT z ACOUSTICAL GLC. TILES 4 GRID w z ; ' ACOUSTICAL GLC. TILES 4 GRID 4: o , 2'x 4 LAY -IN SUSPENDED SYSTEM. p SYSTEM. ACOUSTICAL GL6. TILES t GRID EXISTING TRACK. EXISTING TRACK. SYSTEM. N 1/2" GYPSUM BOARD ATTACHED TO 1/2" GYPSUM BOARD ATTACHED TO ii�' I/2" GYPSUM BOARD ATTACHED TO r ` Z Z BOTH SIDES OF 3 5/8" 20 GA i BOTH SIDES OF 3 5/8" 20 GA l� BOTH SIDES OF 6' 25 6A MTL. _ j STUDS ®24" O.G. WITH I" LONG s MTL. STUDS ® 24" O.G. WITH I" MTL. STUDS ® 24" O.G. WITH I" TYPE S STEEL 5GREW5 SPACED 16" LONG TYPE 5 STEEL 5GREW5 LONG TYPE 5 STEEL 5GREW5 O.G. TYP. ' SPACED 16" O.G. TYR = SPACED 16" O.G. TYR z z a) O PROVIDE 6" R -IG BATT oPROVIDE 3-1/2" R-11 BATT PROVIDE 3-1/2" R-11 BATT F � I- f 1 INSULATION. INSULATION. INSULATION. CONT. MTL. RUNNER ®TOP CONT. MTL. RUNNER ® TOP B CONT. MTL. RUNNER ® TOP 8 BOTT. OF MTL. STUD WALL S BOTT. OF MTL. STUD WALL BOTT. OF MTL. STUD WALL FASTEND TO FLOOR WITH 0.145 FASTEND TO FLOOR WITH 0.145 FASTEND TO FLOOR WITH 0.145 (� HILTI OX FASTENERS ® 24" O.G. € HILTI DX FASTENERS ® 24" O.G. ; HILTI DX FASTENERS ® 24" O.G. l..' OR APPROVED EQUAL. ! , OR APPROVED EQUAL. OR APPROVED EQUAL. f PROVIDE BASE AS SPECIFIED R', PROVIDE BASE AS SPECIFIED PROVIDE BASE AS SPECIFIED IN FINISH SCHEDULE. IN FINISH SCHEDULE. IN FIN15H SCHEDULE. 0. ' FLOOR FINISH AS SPECIFIED 1 FLOOR FINISH A5 SPECIFIED is FLOOR FINISH AS SPECIFIED IN FINISH SCHEDULE. IN FINISH SCHEDULE. i`: IN FINISH SCHEDULE. wJ. FARTITION WALL t`a�FARTITION WALL �fi�ARTITION WALL SCALE: 1/2" = 1'-0" k AQ I SCALE: 1/2" = 1'-0" A4.1 SCALE: 1/2" = 1'-0' EXISTING METAL BUILDING. EXISTING METAL BUILDING. EXISTING GIRT. ATTACH NEW METAL PANELS W/ #12 SCREWS AT 6" O.G. TYP. `-2 x 4' LAY -IN 5U5PENDED �;.. ACOUSTICAL GLC. TILES 4 -2" A.F.F GRID SYSTEM. \ GIRT \ lk 7'-2" A.F.F 1/2" GYPSUM BOARD ATTACHED TO 1 5/8" z GIRT 7 MTL. STUDS ® 24" O.G. WITH I" LONG TYPE 5 1/2" GYPSUM BOARD ATTACHED TO 1 5/8" STEEL 5GREW5 SPACED 16" O.G. TYP. x LU MTL. 5TUD5 ® 24" O.G. WITH I" LONG TYPE 5 STEEL 5GREW5 SPACED 16" O.G. TYP. DARK BRONZE FINISH STOREFRONT DARK BRONZE FINISH STOREFRONT Q WINDOW, WITH I" DARK BRONZE WINDOW, WITH I" DARK BRONZE Z p TINTED INSULATING GLASS. `\ 4'-2" A.F.F V.I.F. / / 3-1/2" R -II VINYL FACED BATT INSULATION, TO MATCH EXISTING. 4'-2" A.F.F V.I.F. _ o PROVIDE 3-1/2" R-11 BATT INSULATION. CONT. MTL. RUNNER ® TOP 8 BOTT. OF MTL. FURRING. FASTEND TO FLOOR WITH 0.145 HILTI DX FASTENERS ® 24" O.G. OR EQUAL. PROVIDE BASE AS SPECIFIED / IN FIN15H SCHEDULE. FLOOR FINISH A5 5PEGIFIED IN FINISH SCHEDULE. <3X5X12 GA. GOVT. LLH W/ 1/4" DIA. X 1 1/2" TAPGONS AT 16" O.G. INSULATION, TO MATCH EXISTING. ATTACH NEW METAL PANELS W/#12 5GREW5 AT 6" O.G. TYP. NEW METAL BUILDING PANEL TO MATCH EXISTING - PAINTED. ATTACH METAL SIDE LAPS W/ #12 5GREW5 AT 36" O.G. WINDOW SECTION SCALE: 1/2" = 1'-0" ........................................................................................................ ..................................................................................................................................................... 12 GA. HANGER WIRE AT 48" O.G. 12 GA. HANGER WIRE AT 48" O.G. 12 GA. HANGER WIRE AT 48" O.G. MAX. MAX. MAX. 6" fR-Iq BATT INSULATION. 6" R-Iq BATT INSULATION. (b" R-Ici BATT INSULATION. It O zp y>.. O� ~N-2' x 4' LAY -IN SUSPENDED 2' x 4 LAY -IN SUSPENDED XT r XT z ACOUSTICAL GLC. TILES 4 GRID w z ; ' ACOUSTICAL GLC. TILES 4 GRID 4: o , 2'x 4 LAY -IN SUSPENDED SYSTEM. p SYSTEM. ACOUSTICAL GL6. TILES t GRID EXISTING TRACK. EXISTING TRACK. SYSTEM. N 1/2" GYPSUM BOARD ATTACHED TO 1/2" GYPSUM BOARD ATTACHED TO ii�' I/2" GYPSUM BOARD ATTACHED TO r ` Z Z BOTH SIDES OF 3 5/8" 20 GA i BOTH SIDES OF 3 5/8" 20 GA l� BOTH SIDES OF 6' 25 6A MTL. _ j STUDS ®24" O.G. WITH I" LONG s MTL. STUDS ® 24" O.G. WITH I" MTL. STUDS ® 24" O.G. WITH I" TYPE S STEEL 5GREW5 SPACED 16" LONG TYPE 5 STEEL 5GREW5 LONG TYPE 5 STEEL 5GREW5 O.G. TYP. ' SPACED 16" O.G. TYR = SPACED 16" O.G. TYR z z a) O PROVIDE 6" R -IG BATT oPROVIDE 3-1/2" R-11 BATT PROVIDE 3-1/2" R-11 BATT F � I- f 1 INSULATION. INSULATION. INSULATION. CONT. MTL. RUNNER ®TOP CONT. MTL. RUNNER ® TOP B CONT. MTL. RUNNER ® TOP 8 BOTT. OF MTL. STUD WALL S BOTT. OF MTL. STUD WALL BOTT. OF MTL. STUD WALL FASTEND TO FLOOR WITH 0.145 FASTEND TO FLOOR WITH 0.145 FASTEND TO FLOOR WITH 0.145 (� HILTI OX FASTENERS ® 24" O.G. € HILTI DX FASTENERS ® 24" O.G. ; HILTI DX FASTENERS ® 24" O.G. l..' OR APPROVED EQUAL. ! , OR APPROVED EQUAL. OR APPROVED EQUAL. f PROVIDE BASE AS SPECIFIED R', PROVIDE BASE AS SPECIFIED PROVIDE BASE AS SPECIFIED IN FINISH SCHEDULE. IN FINISH SCHEDULE. IN FIN15H SCHEDULE. 0. ' FLOOR FINISH AS SPECIFIED 1 FLOOR FINISH A5 SPECIFIED is FLOOR FINISH AS SPECIFIED IN FINISH SCHEDULE. IN FINISH SCHEDULE. i`: IN FINISH SCHEDULE. wJ. FARTITION WALL t`a�FARTITION WALL �fi�ARTITION WALL SCALE: 1/2" = 1'-0" k AQ I SCALE: 1/2" = 1'-0" A4.1 SCALE: 1/2" = 1'-0' EXISTING METAL BUILDING. EXISTING METAL BUILDING. EXISTING GIRT. ATTACH NEW METAL PANELS W/ #12 SCREWS AT 6" O.G. TYP. <3X5XI2 GA. GONT. LLH W/ 1/4" DIA. X 1 1/2" TAPGONS AT 16" O.G. ATTACH NEW METAL PANELS 1^012 5GREW5 AT 6" O.G. TYP. NEW METAL BUILDING PANEL TO MATCH EXISTING - PAINTED. ATTACH METAL SIDE LAPS W/ #12 5GREW5 AT 36" O.G. TION SCALE: 1/2" = 1'-0" UNFAGED COMPRESSIBLE BATT INSULATION PER UL DETAIL GD -J-0007. FILL JOINT WITH 5/8" MIN. FIRE RATED CAULK ON EACH SIDE OF WALL BETWEEN THE TOP OF THE WALLBOARD AND ALL SURFACES OF THE ROOF DECK, FLUSH WITH EACH SIDE OF THE WALL PER UL DETAIL GD -J-0007. EXISTING ROOF DECK 6" THICK SOUND ATTENUATION BATT INSULATION AND SOUND SEAL AT UPPER AND LOWER TRAGKS AND PERIMETER CONNECTIONS. 6" NO. 25 MSG (MIN) 6ALV. STL. CHANNEL STUDS ® 24" O.G. MAX. W/ 5/8" TYPE "X" GYP. BOARD ATTACHED TO STEEL STUDS AND GEILIN6 TRACK WITH I" LONG, TYPE 5 STEEL 50REW5 SPACED 8" O.G. ALONG EDGES OF BOARD AND 12" O.G. IN THE FIELD OF THE BOARD. JOINTS ORIENTED VERTICALLY AND STAGGERED ON OPP051TE SIDES OF THE ASSEMBLY PER UL ASSEMBLY DESIGN NO. U465. CONT. MTL. RUNNER ® TOP 4 BOTT. OF MTL. STUD WALL. FASTEND TO FLOOR WITH 0.145 HILTI DX FASTENERS ® 16" O.G. OR EQUAL. -PROVIDE BASE AS SPECIFIED IN FINISH SCHEDULE. - FLOOR FINISH AS SPECIFIED IN FIN15H SCHEDULE. WALL TYFE IID II ONE HOUR PARTITION EXTER EX15TINO METAL BUILDING. EXISTING GIRT. ATTACH NEW METAL PANELS W/ #12 5GREW5 AT 6" O.G. TYP. NEW GS BEAM - SEE STRUCTURAL PLANS. NEW METAL BUILDING PANEL TO MATCH EXISTING - PAINTED. 3-1/2" R -II VINYL FACED BATT INSULATION, TO MATCH EXISTING. CONT. MTL. RUNNER ® TOP $ BOTT. OF MTL. FURRING. FASTEND TO FLOOR WITH 0.145 HILTI DX FASTENERS ® 24" O.G. OR EQUAL. FLOOR FIN15H AS SPECIFIED IN FINISH SCHEDULE. -<3X5XI2 GA, CONT. LLH W/ 1/4" DIA. X 1 1/2" TAPGONS AT 16" O.G. -ATTACH NEW METAL PANELS W/#12 50REW5 AT 6" O.G. TYP. -NEA METAL BUILDING PANEL TO MATCH EXISTING - PAINTED. ATTACH METAL SIDE LAPS W/ #12 5GREW5 AT 36" O.G. RHEAD DOOR INFILL EXISTING STRUCTURAL COLUMN 6" NO. 25 MSG 6ALV. STL. CHANNEL STUDS (MIN.) ® 24" O.G. W/ 5/8" TYPE "X" GYP. BOARD ATTACHED TO STEEL STUDS AND GEILIN6 TRACK WITH I" LONG, TYPE 5 STEEL 5GREW5 SPACED 8" O.G. ALONG EDGES OF BOARD AND 12" O.G. IN THE FIELD OF THE BOARD. JOINTS ORIENTED VERTICALLY AND STAGGERED ON OPPOSITE SIDES OF THE ASSEMBLY PER UL ASSEMBLY DESIGN NO. U465. SCALE: 1/2" = 1'-0" EXISTING METAL BUILDING. EXISTING GIRT. NEW METAL BUILDING PANEL TO MATCH EXI5TIN6 - PAINTED. 3-1/2" R -II VINYL FACED BATT INSULATION, TO MATCH EXISTING. CONT. MTL. RUNNER ® TOP 4 BOTT. OF MTL. FURRING. FASTEND TO FLOOR WITH 0.145 HILTI DX FASTENERS ® 24" O.G. OR EQUAL. FLOOR FINISH AS SPECIFIED IN FINISH SCHEDULE. <3X5XI2 GA. CONT. LLH W/ 1/4" DIA. X 1 1/2" TAPGONS AT I6" O.G. ATTACH NEW METAL PANELS W/#12 56REW5 AT 6" O.G. TYP. NEW METAL BUILDING PANEL TO MATCH EXI5TINC7 - PAINTED. ATTACH METAL SIDE LAPS W/ #12 5GREW5 AT 36" O.G. Off' DOOR INFILL SCALE: I/2" = 1'-0" COLUMN DETAIL @ ONE HOUR DESIGN THREE ASSOCIATES 815 ORIENTA AVE. SUITE 1050 ALTAMONTE SPRINGS, FL 32701 (407)834-2444 AAP000452 PROJECT: NO: 17029 INTERIOR ALTERATION UNIT 500 RECONFIGURATION 2913 S. ORLANDO DRIVE SANFORD, FLORIDA 32773 ISSUE: DATE: FOR CONSTRUCTION: 12-8-17 y I� COPYRIGHT © 2017 — DESIGN THREE ASSOCIATES RESERVES ALL RIGHTS FOR WHICH THESE DOCUMENTS WERE ORIGINALLY CREATED, EVOLVED AND DEVELOPED. REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE PROHIBITED WITHOUT WRITTEN PERMISSION FROM DESIGN THREE ASSOCIATES. SHEET: A4o I -2" A.F.F Ilip GIRT \ 1/2" GYPSUM BOARD ATTACHED TO 1 5/8" z 7 MTL. STUDS ® 24" O.G. WITH I" LONG TYPE 5 STEEL 5GREW5 SPACED 16" O.G. TYP. x LU or DARK BRONZE FINISH STOREFRONT Q WINDOW, WITH I" DARK BRONZE Z p TINTED INSULATING GLASS. Q 4'-2" A.F.F V.I.F. _ o I19-1 I 8 / 3-1/2" R -II VINYL FACED BATT INSULATION, TO MATCH EXISTING. O PROVIDE 3-1/2" R -I I BATT INSULATION. CONT. MTL. RUNNER ® TOP d BOTT. OF MTL. FURRING. FASTEND TO FLOOR WITH 0.145 HILTI OX FASTENERS ® 24" O.G. OR EQUAL. PROVIDE BASE AS SPECIFIED IN FIN15H SCHEDULE. FLOOR FINISH AS SPECIFIED IN FINISH SCHEDULE. <3X5XI2 GA. GONT. LLH W/ 1/4" DIA. X 1 1/2" TAPGONS AT 16" O.G. ATTACH NEW METAL PANELS 1^012 5GREW5 AT 6" O.G. TYP. NEW METAL BUILDING PANEL TO MATCH EXISTING - PAINTED. ATTACH METAL SIDE LAPS W/ #12 5GREW5 AT 36" O.G. TION SCALE: 1/2" = 1'-0" UNFAGED COMPRESSIBLE BATT INSULATION PER UL DETAIL GD -J-0007. FILL JOINT WITH 5/8" MIN. FIRE RATED CAULK ON EACH SIDE OF WALL BETWEEN THE TOP OF THE WALLBOARD AND ALL SURFACES OF THE ROOF DECK, FLUSH WITH EACH SIDE OF THE WALL PER UL DETAIL GD -J-0007. EXISTING ROOF DECK 6" THICK SOUND ATTENUATION BATT INSULATION AND SOUND SEAL AT UPPER AND LOWER TRAGKS AND PERIMETER CONNECTIONS. 6" NO. 25 MSG (MIN) 6ALV. STL. CHANNEL STUDS ® 24" O.G. MAX. W/ 5/8" TYPE "X" GYP. BOARD ATTACHED TO STEEL STUDS AND GEILIN6 TRACK WITH I" LONG, TYPE 5 STEEL 50REW5 SPACED 8" O.G. ALONG EDGES OF BOARD AND 12" O.G. IN THE FIELD OF THE BOARD. JOINTS ORIENTED VERTICALLY AND STAGGERED ON OPP051TE SIDES OF THE ASSEMBLY PER UL ASSEMBLY DESIGN NO. U465. CONT. MTL. RUNNER ® TOP 4 BOTT. OF MTL. STUD WALL. FASTEND TO FLOOR WITH 0.145 HILTI DX FASTENERS ® 16" O.G. OR EQUAL. -PROVIDE BASE AS SPECIFIED IN FINISH SCHEDULE. - FLOOR FINISH AS SPECIFIED IN FIN15H SCHEDULE. WALL TYFE IID II ONE HOUR PARTITION EXTER EX15TINO METAL BUILDING. EXISTING GIRT. ATTACH NEW METAL PANELS W/ #12 5GREW5 AT 6" O.G. TYP. NEW GS BEAM - SEE STRUCTURAL PLANS. NEW METAL BUILDING PANEL TO MATCH EXISTING - PAINTED. 3-1/2" R -II VINYL FACED BATT INSULATION, TO MATCH EXISTING. CONT. MTL. RUNNER ® TOP $ BOTT. OF MTL. FURRING. FASTEND TO FLOOR WITH 0.145 HILTI DX FASTENERS ® 24" O.G. OR EQUAL. FLOOR FIN15H AS SPECIFIED IN FINISH SCHEDULE. -<3X5XI2 GA, CONT. LLH W/ 1/4" DIA. X 1 1/2" TAPGONS AT 16" O.G. -ATTACH NEW METAL PANELS W/#12 50REW5 AT 6" O.G. TYP. -NEA METAL BUILDING PANEL TO MATCH EXISTING - PAINTED. ATTACH METAL SIDE LAPS W/ #12 5GREW5 AT 36" O.G. RHEAD DOOR INFILL EXISTING STRUCTURAL COLUMN 6" NO. 25 MSG 6ALV. STL. CHANNEL STUDS (MIN.) ® 24" O.G. W/ 5/8" TYPE "X" GYP. BOARD ATTACHED TO STEEL STUDS AND GEILIN6 TRACK WITH I" LONG, TYPE 5 STEEL 5GREW5 SPACED 8" O.G. ALONG EDGES OF BOARD AND 12" O.G. IN THE FIELD OF THE BOARD. JOINTS ORIENTED VERTICALLY AND STAGGERED ON OPPOSITE SIDES OF THE ASSEMBLY PER UL ASSEMBLY DESIGN NO. U465. SCALE: 1/2" = 1'-0" EXISTING METAL BUILDING. EXISTING GIRT. NEW METAL BUILDING PANEL TO MATCH EXI5TIN6 - PAINTED. 3-1/2" R -II VINYL FACED BATT INSULATION, TO MATCH EXISTING. CONT. MTL. RUNNER ® TOP 4 BOTT. OF MTL. FURRING. FASTEND TO FLOOR WITH 0.145 HILTI DX FASTENERS ® 24" O.G. OR EQUAL. FLOOR FINISH AS SPECIFIED IN FINISH SCHEDULE. <3X5XI2 GA. CONT. LLH W/ 1/4" DIA. X 1 1/2" TAPGONS AT I6" O.G. ATTACH NEW METAL PANELS W/#12 56REW5 AT 6" O.G. TYP. NEW METAL BUILDING PANEL TO MATCH EXI5TINC7 - PAINTED. ATTACH METAL SIDE LAPS W/ #12 5GREW5 AT 36" O.G. Off' DOOR INFILL SCALE: I/2" = 1'-0" COLUMN DETAIL @ ONE HOUR DESIGN THREE ASSOCIATES 815 ORIENTA AVE. SUITE 1050 ALTAMONTE SPRINGS, FL 32701 (407)834-2444 AAP000452 PROJECT: NO: 17029 INTERIOR ALTERATION UNIT 500 RECONFIGURATION 2913 S. ORLANDO DRIVE SANFORD, FLORIDA 32773 ISSUE: DATE: FOR CONSTRUCTION: 12-8-17 y I� COPYRIGHT © 2017 — DESIGN THREE ASSOCIATES RESERVES ALL RIGHTS FOR WHICH THESE DOCUMENTS WERE ORIGINALLY CREATED, EVOLVED AND DEVELOPED. REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE PROHIBITED WITHOUT WRITTEN PERMISSION FROM DESIGN THREE ASSOCIATES. SHEET: A4o I DEMOLITION PLAN FLOOR PLAN 1 ENLARGED PLANS OF OVERHEAD DOORS s 5� SGALE: 1/4" = 1'-0" PLAN KEY NOTES (D GUT A 10'-0" W. X 10'-0" H. OPENING IN EXISTING EXTERIOR WALL FOR NEW OVERHEAD DOOR OPENING. SEE DETAIL 4/A5.1 0 NEW GS GOLUMN, SEE STRUCTURAL PLANS. 30 6" DIA. STL. PIPE FILLED W/ GONG. - PAINTED SAFETY YELLOW. SEE STRUGTURAL PLANS. ® EXISTING STRUCTURAL FRAMING TO REMAIN. O REMOVE EXISTING METAL PANELS FOR INSTALLATION OF NEW STRUGTURAL BEAM, SALVAGE FOR REINSTALLATION. SEE STRUGTURAL PLANS. © REINSTALL EXI5TIN6 METAL BUILDING PANELS. ATTACH METAL SIDE LAPS W/ #12 SGREWS AT 36" O.G. SECTION AT O AL BUILDING. INSULATION. �D DOOR. :/BAGK BEAM, SEE CLANS. )MN, SEE STRUGTURAL PLANS. AL BUILDING. DOOR 1/2" = 1'-c DEMOLITION PLAN FLOOR PLAN 2 ENLARGED PLANS OF OVERHEAD DOORS PLAN KEY NOTES SGALE: 1/4" = 1'-0" OI GUT A 12'-0" W. X 13'-0" H. OPENING IN EXISTING EXTERIOR WALL FOR NEW OVERHEAD DOOR OPENING. SEE DETAIL 5/A5.1. 2O NEW G8 COLUMN, SEE STRUGTURAL PLANS. O3 6" DIA. STL. PIPE FILLED W/ GONG. - PAINTED SAFETY YELLOW. SEE STRUGTURAL PLANS. ® EXISTING STRUCTURAL FRAMING TO REMAIN. O REMOVE EXISTING METAL PANELS FOR INSTALLATION OF NEW STRUGTURAL BEAM, SALVAGE FOR REINSTALLATION. SEE STRUCTURAL PLANS. © -REINSTALL EXISTING METAL BUILDING PANELS. ATTAGH METAL SIDE LAPS W/ #12 SGREWS AT 36" O.G. C VIGTIAI/ M,f'A BUILDING. INSULATION. tD DOOR. :/BACK BEAM, SEE PLANS. MN, SEE STRUGTURAL PLANS. AL BUILDING. ON AT O\/ERHEAD DOOR SGALt: 1/2" = 1 "--AL BUILDING. INSULATION. �D DOOR. :/BACK BEAM, SEE PLANS. 1MN, SEE STRUGTURAL PLANS. AL BUILDING. SECTION AT OVERHEAD DOOR SGALE: 1/2" = 1'-< EXISTING P PREFINISH3 FLA5HIN6 EDGE SET MATGH PR WINDOWS. — — — — — — — — — — — — — — — — — -- — — — — — — — — — — -----------...............................................................................................................................................- 6 6.. 3 I I ... 777 FLOOR PLAN �i ENLARGED PLANS OF OVERHEAD DOORS PLAN KEY NOTES I� GUT A 12'-0" W. X 13'-0" H. OPENING IN EXISTING EXTERIOR WALL FOR NEW OVERHEAD DOOR OPENING. 5EE DETAIL 6/A5.1. 2O NEW G8 NEW STRUCTURAL FRAMING. SEE STRUCTURAL PLANS. 3O 6" DIA. STL. PIPE FILLED W/ GONG. - PAINTED SAFETY YELLOW. SEE STRUGTURAL PLANS. ® EXISTING STRUCTURAL FRAMING TO REMAIN. O5 REMOVE EXISTING METAL PANELS FOR INSTALLATION OF NEW STRUGTURAL BEAM, SALVAGE FOR REINSTALLATION. SEE STRUCTURAL PLANS. © REINSTALL EXISTING METAL BUILDING PANELS. ATTAGH METAL SIDE LAPS W/ #12 SCREWS AT 36" O.G. W I NDOW HEAD DETA PREFIN15HED METAL FLASHING WITH TURNE EDGE SET IN SEALAN" MATCH PROFILE AT EXISTING WINDOWS. NEW METAL WALL PAS WINDOW SILL DETAIL LJAM15 SIMILA SGALE: 1/4" = 1'-0" EX I STI N6 INSULATION. PROVIDE 3-1/2" R -1I BATT INSULATION. 1/2" GYPSUM BOARD ATTACHED TO 15/8" MTL. STUDS ® 24" O.G. WITH I" LONG TYPE S STEEL SGREWS SPAGED 16" O.G. TYP. EXISTING GFRT - SEE STRUGTURAL. t-7'-2" A.F.F J 1/2" GYPSUM BOARD. SEALANT. NEW STOREFRONT WINDOW. NEW STOREFRONT WINDOW. SEALANT. 1/2" GYPSUM BOARD. �W-2" A.F.F V.I.F. PROVIDE 3-1/2" i;Z-I I BATT INSULATION. NEW 8005162-54 (8"XI66A) METAL STUD - SEE STRUCTURAL PLANS. 1/2" GYPSUM BOARD ATTAGHED TO 1 5/8" MTL. STUDS o 24" O.G. WITH I" LONG TYPES STEEL SCREWS SPAGED I6" O.G. TYP. 3-1/2" R-11 VINYL FAGED BATT INSULATION, TO MATGH EXISTING. SGAI F- ::3" = I' -n" DESIGN THREE ASSOCIATES 815 ORIENTA AVE. SUITE 1050 ALTAMONTE SPRINGS, FL 32701 (407) 834-2444 AAP000452 PROJECT: NO: 17029 INTERIOR ALTERATION UNIT 500 RECONFIGURATION 2913 S. ORLANDO DRIVE SANFORD, FLORIDA 32773 ISSUE: DATE: FOR GONSTRUGTION: 12-8-17 ,MU COPYRIGHT © 2017 - DESIGN THREE ASSOCIATES RESERVES ALL RIGHTS FOR WHICH THESE DOCUMENTS WERE ORIGINALLY CREATED, EVOLVED AND DEVELOPED, REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE PROHIBITED WITHOUT WRMEN PERMISSION FROM DESIGN THREE ASSOCIATES. SHEET: �� • rj STRUCTURAL DESIGN CRITERIA CODES: Florida Building Code, 2014 Edition ASCE 7-10, Minimum Design Loads for Buildings and other Structures (for Wind Load Design Only), AISC Manual of Steel Construction, ASD, (Fourteenth Edition) AISI American Iron and Steel Institute Building Code, 2010 Edition WIND LOADS Wind Velocity = Vult =140 mph, Vasd =108 mph (ASCE 7-10) Category II Exposure = "C", Enclosed Building Components and Cladding Design Wind Pressure (PSF): Edge Zone: 34" Walls: Area Interior Zone (4) Edge Zone (5) 60OS162-33 (3 5/8 in x 20 gage) (sq,ft.) (neg) (pos) (neg) (pos) t = 0.0346 in. t = 0.0346 in, 10 -21 19.4 -25.8 19.4 Sx = 0.180 in,3 Sx = 0.0337 in,3 20 -20.1 18.5 -24.1 18.5 Fy = 33 ksi Fy = 33 ksi 50 -19 17.4 -21.8 17.4 MAS ........................... MASONRY >100 -18.1 16.5 -20.1 16.5 P.T............................ POST TENSIONED Roofs: Area (sq,ft.) Interior Zone (1) SIMILAR Edge Zone (2) Corners (3) (sq.ft.) (neg) (pos) (neg) (pos) (overhang) (neg) (pos) (overhang) 10 -25.6 9.6 -35.5 9.6 -35.5 -53.4 9.6 -53.4 20 -20.6 9.6 -31.7 9.6 -31.7 -44.3 9.6 -44.3 50 -19.9 9.6 -26.7 9.6 -26.7 -32.1 9.6 -32.1 >100 -19.4 9.6 -23 9.6 -23 -23 9.6 -23 STRUCTURAL STEEL: Wide flange shapes ASTM A992 Grade 50 All other structural & miscellaneous steel ASTM A36 36,000 PSI, u.n.o. Shop and Field welds: E70XX Electrodes Structural Bolts: ASTM A307, STRUCTURALSTEEL: Fabrication and erection of structural steel shall be in accordance with AISC "Specification for the Design, Fabrication and Erection of Structural Steel for Buildings", latest edition. All structural steel shall meet requirements of ASTM A36 unless otherwise indicated. All shop and field welding shall be performed by certified welders in accordance with AWS "Code for Arc and Gas Welding in Building Construction", latest edition. Use E70XX electrodes for all welding, including tack welds. All field welds and unpainted surfaces after bolted connections are completed shall be touched up. A307 Bearing Type Bolted Connections: All bolts shall meet the requirements of ASTM A307, bearing type connections. Bolts shall be 3/4" diameter, unless otherwise indicated, and be installed with standard A307 nuts and washers, and shall be installed snug tight. Splices in main support members will not be permitted except as indicated on the drawings. Shop paint all steel. De -slag and field touch-up paint all welds, connections, abraded or rusted areas, etc, typical. GALVANIZED STEEL: Hot -dipped Galvanize all exterior steel, bolts, nuts, and washers in accordance with ASTM Al 23 and ASTM A153. De -slag and field touch-up all welds, connections, abraded or rusted areas, etc, with zinc coating as follows: Organic zinc -rich, cold -galvanizing compound, 95% metallic zinc by weight in the dried film, applied at 3 mils wet, 1.5 mils dry, per coat, 2 coats min. conforming to ASTM A780 by the following or approved equivalent. 1, Rust-Oleum Corp. 2117 Bright Galvanizing Compound or 2185 Cold Galvanizing Compound. 2. Z.R,C, Cold Galvanizing Compound. LIGHT GAGE METAL FRAMING: STANDARDS: AWS "Code for Welding in Building Construction, D1.0" ANSI Z49,1-1973 "Safety in Welding and Cutting" AISI "Specification for the Design of Cold -Formed Steel Structural Members", 2001 Edition. ASTM A-568 Standard Specification for general requirements for steel, carbon and high strength low -alloy hot rolled sheet and cold rolled sheet, SUBMITTALS: Product Data: Submit manufacturer's product information and installation instructions for each item of lightgage framing and accessories. Shop Drawings: Submit shop drawings for special components and installations not fully dimensioned or detailed in manufacturer's product data. Include placing drawings for framing members showing size and gage designations, number, type, location and spacing, Indicate supplemental strapping, bracing, splices, bridging, accessories, and details required for proper installation. Materials Certification: Submit certification of materials from the manufacturer to show compliance with these specifications and related drawings. Provide submittals in electronic pdf format, All other submittals include a minimum of 6 prints of each sheet. All light gage metal framing shall be galvanized metal "C -studs" as shown below, in the specifications, and as indicated on the drawings. Sizes and section properties indicated are based on strength and service requirements from the published tables The Steel Stud Manufacturers Association (SSMA), Latest Edition. Manufacturers of equal members may be accepted, subject to review and approval of the Engineer. Size, gage and spacing shown shall not be reduced or changed from those shown. Metal Stud Section Properties: 362S137-33 362T150-33 087125-33 60OS162-33 (3 5/8 in x 20 gage) (3 518 in x 20 gage) (7/8 in x 20 gage) (6 in x 20 gage) t = 0.0346 in. t = 0.0346 in, t = 0.0346 in. t = 0.0346 in, A= 0.236 in.2 A= 0.229 in.2 A= 0.127 in.2 A= 0.344 in.2 Sx = 0.232 in.3 Sx = 0.180 in,3 Sx = 0.0337 in,3 Sx = 0.577 in.3 Ix = 0.479 in.4 Ix = 0.414 in.4 Ix = 0.0157 in.4 Ix =1.793 in.4 Fy = 33 ksi Fy = 33 ksi Fy = 33 ksi Fy = 33 ksi Light Gage Framing Notes: 1, Steel strength for primary and miscellaneous framing U,N.O.: Fy = 33,000 PSI 18 gage and lighter, Fy = 50,000 PSI 16 gage and heavier, Tracks and Runners Fy = 33,000 PSI. 2. For curtain wall studs at openings, add one-half number of interrupted plus one stud at each side of wall openings. Install all studs at 16" o.c., U.N.O, 3. Attach tracks to concrete with 2 -1/4" tapcons at 16" o.c, Attach tracks to steel with 2 - no. 10 screws at 16" o.c., U.N.O., or 2-.145" dia. PAF at 16" o,c, when steel is minimum 3/16" thick. 4. Attach studs to tracks with minimum 1- no, 10 screw each flange, U.N.O. 5. Weld studs and joist where indicated on the drawings. Welding shall be performed by certified welders. Use E60XX electrodes of proper size for material thickness joined. All members damaged from welding operations shall be replaced. 6. All screw attached connections shall be with No. 10 screws, four screws per connection, U,N,O, 7. See drawings for additional light gage framing sizes and -details required. Provide all accessories, bent plates, angles, etc, as indicated, 8. Galvanize metal stud framing for minimum G60 coating, Provide HDG at all wet areas and repair areas. 9. Coordinate all metal stud framing with other manufacturers and suppliers of attached components and finishes. Provide and install any additional or supplemental framing that may be required for a complete system, including finish systems, control and expansion joints, flashings, etc. as may be required, See Architectural and structural drawings for complete scope of light gage metal framing. Provide signed and sealed structural calculations for all contractor or manufacturer designed components. 10. Install horizontal stiffners in stud system at four feet on centers vertical spacing, u.n.o. Attach with screw attached clip angles or weld. 11. Place screws with 0.75" edge distance and 0,75" spacing minimum unless otherwise indicated. 12. Powder actuated "shot -in" type fasteners (PAF) are prohibited for any structural connections to concrete or masonry members. PAF fasteners may be used to connect to structural steel where shown on the drawings, PAF shall be minimum 0.157" diameter X -U -S8 (steel washers) by Hilti, or approved equal, with minimum 0.5" edge distance and 1,5" spacing unless otherwise indicated. Where noted provide stainless steel PAF, HILTI X -CR -P8 S12, 0.157" diameter. Minimum penetration into base material shall penetrate all base steel thickness less than 3/4". Minimum penetration for 3/4" and thicker base material is 1/2". GENERAL NOTES: All details and sections shown on drawings are intended to be typical and shall be construed to apply to any similar situation elsewhere on the project, except where a different detail is shown, It is necessary to use the structural drawings with the architectural drawings and project specifications to have a complete scope of the work involved in this project. Field verify all existing dimensions, elevations, and conditions that affect new work or fabrication of new structural components. Notify Owner/Engineer immediately of all deviations or discrepancies found. No structural drawings are to be reproduced in any form without written permission of the structural engineer. Do not scale drawings. Concrete wedge anchors or sleeve anchors, and Tapcons (used for securing secondary framing members only as indicated on the drawings) shall be Hilti Kwik bolt 3 or W.S. series, as manufactured by ITW/Ramset Red Head, or approved equal. Size and length as indicated on the drawings. Minimum embedment for wedge anchors shall be 4 3/4" unless otherwise indicated. Tapcons shall be 1/4" diameter with 11/2" embedment unless otherwise indicated. Provide hot dipped galvanized or stainless steel anchors for all exterior fasteners, unless otherwise indicated. Wedge anchors installed in concrete block shall be installed 12/8" minimum from any vertical block joint, one bolt per cell (8" o.c. min.). Epoxy installed anchor bolts shall be HILTI HY200 or EPCON C6 epoxy anchor system standard rods for interior weather protected air conditioned areas only, and AISI 304 or 316 stainless steel or hot -dipped galvanized for all exterior applications, with 6" minimum embedment, unless otherwise indicated. Install in strict accordance with manufacturers printed instructions. Epoxy installed rebar shall be installed with HILTI HY200 or EPCON C6 epoxy anchor system with 8" minimum embedment, unless otherwise indicated. Install in strict accordance with manufacturers printed instructions. Note: Drill -in type anchors are detailed for many connection types. Where reinforcing occurs, particularly in poured -in-place concrete construction, conflicts with reinforcing will occur during installation. Anchors must be relocated when this occurs. The contractor may use cast -in-place anchor bolts or inserts (such as Hohmann and Bernard) in place of drill -in anchors subject to the approval of the Arch itect/Engineer, Anchor substitutions shall have the same or greater capacity as that specified. Contractor to carefully coordinate the location of cast -in-place anchors with affected trades. ABBREVIATIONS LIST CONN ......................... CONNECTION CONT ......................... CONTINUOUS DIA ............................ DIAMETER DIM ............................ DIMENSION E.A............................ HILTI HVA EPDXY ANCHOR FTG,,,,,,,,,,,,,,,,,,,,,,,,,,,, FOOTING FDN........................... FOUNDATION F.O.S......................... FACE OF STUD GB ............................. GRADE BEAM HDG ........................... HOT DIPPED GALVANIZED H.S.A......................... HEADED STUD ANCHORS L.L.H.......................... LONG LEG HORIZONTAL L.D.T.............................. LARGE DIAMETER TAPCONS L.L.V.......................... LONG LEG VERTICAL LSL ........................... TIMBER STRAND LW ............................. LONG WAY MAS ........................... MASONRY ML ............................. MICROLAM P ............................. PLATE PSL OR PL ............... PARALLAM P.T............................ POST TENSIONED PT ............................. PRESSURE TREATED SIM,,,,,,,,,,,,,,,,,,,,,,,,,,,, SIMILAR SS ............................. STAINLESS STEEL STI ........................... STEEL SW ............................. SHEAR WALL SW ............................. SHORT WAY REINF........................ REINFORCEMENT RM .......................... REINFORCED WITH TB ............................. TIE BEAM TE ............................. THICKENED EDGE .......................... TYPICAL T.S............................ TUBE STEEL U.N.O......................... UNLESS NOTED OTHERWISE W.A............................ WEDGE ANCHOR W.W.F......................... WELDED WIRE FABRIC ,��aq�rrfaaarrrslie e vGENS trio. 27499 �c S OFi 4 I i • +.J �' V.10NA,! fci STRUCTURAL ENGINEERS, INC. 34 years of service 680 East SR 434 Florida EB #3746 Winter Springs, Florida 32708 Eddie L. Cox, P.E. Phone (407) 327-5363 Florida P.E. #27499 Fax (407) 327-5366 email:fci@fciengineering.com TO THE BEST OF MY KNOWLEDGE THE DRAWINGS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES. 1767 �., .,,. . >«Ex is `:.10 . r= interior alteration unit 500 reconfiguration 2913 S. ORLANDO DRIVE SANFORD, FLORIDA 32773 ISSUE: DATE: FOR CONSTRUCTION: 12-8-17 COPYRIGHT ® 2017 - DESIGN THREE ASSOCIATES RESERVES ALL MOM FOR WHICH THESE DOCUMENTS WERE ORIGINALLY CREATED. EVOLVED AND DEVELOPED. REPRODUCTIONS. CHANGES OR ASSIGNMENTS ARE PROHISITED WRHOUT WRITTEN PERMISSION FROM DESIGN THREE ASSOCUTrS. SHEET: S1.0 RELOCATED - STOREFRONT DOORS. NEW C8 BEAM (+7'-4") 4 Lu LU U) w m H w NEW BOLLARDS, 'Z V) SEE 3 EXISTING COLUMNS. TYP. W a Q) NEW O.H. BEAM. SEE S5.1 PHASE 1 PHASE 11 NEW BOLLARDS, 7 I SEE 3 S5. -- - ----- - - --------- ---------- _-_ - - - - - - - - - r I 2 I U I 6 S5. SIM i-rULE ROI I S5. iV I I 1 I / OFFICE , RELOCATED 10'-0" W x 10'-0" H NEW C8 COLUMNS. 101 ; ' I OVERHEAD DOOR. RE -USE EXISTING 17'-0" I 'DOOR BRAC 1 1 KETS. I S5. I I I I , I I I I I I I I I I I I' WA E OUSE I I I NEW DOOR HEAD Ir IMING ' ABOVE DOOR. (BE VIfEN I l EXISTING COLUMNS I 1 I y I NEW C8 COLUMNS I , I I I NEW 12'-0" W x 1 b'.OI'H OVERHEAD D00 . I I 1 I I I I NOTE: SLAB CUTS SHALL BE S5.1 I I S5. RE -INSTALLED TO MATCH EXISTING I I SLAB THICKNESS AND REINFORCING - -- ' FOR ADDITIONAL REIN FORCIN SEE 4 I � I AUTO I REPAIR NEW BOLLARDS, NEW 10'-0" W x 10'-v F� 206 SEE 3 I I I OVERHEAD DOOR.! NEW C8 COLUMN! .1 ' YS55. I I C(T) )�Lo Lu Lu r NEW DOOR HEAD F�RAMtNG--- -_ _ ------- -'� ---- --- ABOVE DOOR. (BETWEEN = EXISTING COLUMNS). CORRIDOR I I I � _ los . 6 WOMEN'S ' MEN'S LU 206 207 z RELOCATED - STOREFRONT DOORS. 2 NEW BOLLARD,--' SEE 3 S5. DOOR REMOVED AND SEALED. NEW BOLLARDS, SEE 3 S5. = 1 PLAN NOTES: 1. FIELD VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS. 2. RELOCATE EXISTING CONDUIT AND UTILITIES AS REQUIRED TO INSTALL NEW STRUCTURAL SUPPORTS. 3. ALL NEW COLD ROLLED/LIGHT GAGE METAL BUILDING CHANNEL COLUMNS AND GIRT BEAMS, SHALL BE ASTM A653 Fy= 50 KSI. UNLESS NOTED OTHERWISE ALL C8 BEAMS AND COLUMNS SHALL HAVE THE FOLLOWING PROPERTIES: NEW COLD FORMED BEAM PROPERTIES: - SIZE= 8"x12 GAGE (800T200-97) - SIZE= 8"x12 GAGE (8CS2.5-97) - D= 8.356" - D= 8" - B (FLANGE)= 2" - B (FLANGE)= 2 1/2" -A= 1.22 in2 - A= 1.37 in2 - Sx= 2.68 in3 - Sx= 3.2 in3 - Ix= 11.2 in4 - Ix= 12.8 in4 4. PROVIDE C8 BACK/BACK (8"x2 1/2"x12 GAGE) CHANNELS AT BEAMS OVER COILING DOORS. SEE g S5.1 5. NEW WALL PANELS SHALL MATCH EXISTING IN SIZE, GAGE AND SHAPE. SUBMIT MANUFACTURER INFORMATION TO SHOW COMPLIANCE WITH SPECIFIED WIND LOADS (25.8 PSF). Fd Phone (407) 327-5363 Florida P.E. #27499 Fax (407) 327-5366 email:fci@fciengineering.com I A I 1 11 \ 815 ORIENTA AVE. SUITE 1050 ALTAMONTE SPRINGS, FL 32701W(407) 834 - 2444 AAPOOS2PROJECT: NO: 17029 interior alteration unit 500 O1°c,reconfiguration 274�g 0 2913 S. ORLANDO DRIVE - SANFORD, FLORIDA 32773 STN QF i ISSUE: DATE: FOR CONSTRUCTION: 12-8-17 . •�� • .�ci STRUCTURAL ENGINEERS, INC. 34 years of service 80 East SR 434 Florida EB #3746 Winter Springs, Florida 32708 Eddie L. Cox, P.E. TO THE BEST OF MY KNOWLEDGE THE DRAWINGS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES. 1767 COPYRIGHT 0 2017 —DESIGN THREE ASSOCIATES RESERVES ALL RIGHTS FOR WHICH THESE DOCUMENTS WERE ORIGINALLY CREATED, EVOLVED AND DEVELOPED. REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE PROHIBITED WITHOUT WRTIFN PERMISSION FROM DESIGN THREE ASSOCIATES. SHEET: S2.1 Azi iI OPEN OFFICE I OFFICE 2 F2 -0-21 204 1 OPEN OFFICE I I _ -- I 7F2 -0-1-1a -- - I �l 0 S5.1 NEW I WIND W. A I NEW QFFICE 1 NEW i WINDOW. � 203 l 10000' / WINDOW. 110 000, / / 10'-1 �I i I - L -ter- - 1000, EQ 3' 11" EQ '-11' 7 1 ■ .7,,o,00: 2 3 2 EQ' EO 2 Q ,0 2 0 0 NEW BOLLARDS, SEE 3 S5. = 1 PLAN NOTES: 1. FIELD VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS. 2. RELOCATE EXISTING CONDUIT AND UTILITIES AS REQUIRED TO INSTALL NEW STRUCTURAL SUPPORTS. 3. ALL NEW COLD ROLLED/LIGHT GAGE METAL BUILDING CHANNEL COLUMNS AND GIRT BEAMS, SHALL BE ASTM A653 Fy= 50 KSI. UNLESS NOTED OTHERWISE ALL C8 BEAMS AND COLUMNS SHALL HAVE THE FOLLOWING PROPERTIES: NEW COLD FORMED BEAM PROPERTIES: - SIZE= 8"x12 GAGE (800T200-97) - SIZE= 8"x12 GAGE (8CS2.5-97) - D= 8.356" - D= 8" - B (FLANGE)= 2" - B (FLANGE)= 2 1/2" -A= 1.22 in2 - A= 1.37 in2 - Sx= 2.68 in3 - Sx= 3.2 in3 - Ix= 11.2 in4 - Ix= 12.8 in4 4. PROVIDE C8 BACK/BACK (8"x2 1/2"x12 GAGE) CHANNELS AT BEAMS OVER COILING DOORS. SEE g S5.1 5. NEW WALL PANELS SHALL MATCH EXISTING IN SIZE, GAGE AND SHAPE. SUBMIT MANUFACTURER INFORMATION TO SHOW COMPLIANCE WITH SPECIFIED WIND LOADS (25.8 PSF). Fd Phone (407) 327-5363 Florida P.E. #27499 Fax (407) 327-5366 email:fci@fciengineering.com I A I 1 11 \ 815 ORIENTA AVE. SUITE 1050 ALTAMONTE SPRINGS, FL 32701W(407) 834 - 2444 AAPOOS2PROJECT: NO: 17029 interior alteration unit 500 O1°c,reconfiguration 274�g 0 2913 S. ORLANDO DRIVE - SANFORD, FLORIDA 32773 STN QF i ISSUE: DATE: FOR CONSTRUCTION: 12-8-17 . •�� • .�ci STRUCTURAL ENGINEERS, INC. 34 years of service 80 East SR 434 Florida EB #3746 Winter Springs, Florida 32708 Eddie L. Cox, P.E. TO THE BEST OF MY KNOWLEDGE THE DRAWINGS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES. 1767 COPYRIGHT 0 2017 —DESIGN THREE ASSOCIATES RESERVES ALL RIGHTS FOR WHICH THESE DOCUMENTS WERE ORIGINALLY CREATED, EVOLVED AND DEVELOPED. REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE PROHIBITED WITHOUT WRTIFN PERMISSION FROM DESIGN THREE ASSOCIATES. SHEET: S2.1 EXISTING METAL BUILDING. ATTACH NEW MEETAL PANELS W/#12 SCREWS AT 6" O.C. TYP. NEW METAL BUILDING PANEL TO MATCH 34 years of service PANEL TO MATCH Florida EB #3746 EXISTING - PAINTED. EXISTING - PAINTED. Phone (407) 327-5363 Florida P.E. #27499 ATTACH TO EXISTING email:fci@fciengineering.com W/#12 SCREWS AT 6" O.C. W/#12 SCREWS AT 6" O.C. AT TOP AND BOTH JAMBS. AT TOP AND BOTH JAMBS. J FL z_ J J z +I 0 o O ti o ATTACH METAL PANEL SIDE LAPS W/#12 SCREW w AT 36" O.C. MAX. TYP. ATTACH NEW METAL ---\ PANELS W/#12 SCREWS AT 6" O.C. TYP. 4" EXISTING CHANNEL DOOR 6 FRAMES TO REMAIN. SEE S5.1SIM NEW C8 BEAM TO SPAN BETWEEN EXISTING DOOR FRAMES. FOR ATTACHMENTS, SEES5.6 1 SIM <3x5xl2 ga. CONT. LLH W/1/4" DIA x 1 1/2" TAPCONS AT 16" O.C. 6 �VSIM EXTERIOR OVERHEAD D SCALE- 3/4" = l'-0" OOR INFILL NEW METAL BUILDING 34 years of service PANEL TO MATCH Florida EB #3746 Winter Springs, Florida 32708 EXISTING - PAINTED. Phone (407) 327-5363 Florida P.E. #27499 ATTACH TO EXISTING email:fci@fciengineering.com W/#12 SCREWS AT 6" O.C. AT TOP AND BOTH JAMBS. FL J J z w O 0 ATTACH NEW METAL - PANELS W/#12 SCREWS AT 6" O.C. TYP. 4" EXISTING GIRT. EXISTING DOOR FRAME TO REMAIN. EXISTING WINDOW INFILL. <3x5xl2 ga. CONT. LLH W/1/4" DIA x 1 1/2" TAPCONS AT 16" O.C. EXTERIOR DOOR OR WINDOW INFILL SCALE: 3/4" = V-0" EXISTING ROOFr--\ VARIES. _- - 12 - - NEW COILING EXISTING COLUMN. - ------ T C8 BACK/BACK BEAM GIRT DOOR. SEE PLAN. BETWEEN EXISTING COLUMNS. — — — — -� r---------- ------------ TYP. AT O.H. DOORS. 9 ADD NEW C8 GIRT WHERE EXISTING DOOR IS IN -FILLED. 13" TO 15" COILING S5. DOOR HEAD. REMOVE EXISTING GIRT AT NEW DOOR OPENING. ATTACH EXISTING GIRT AND NEW EXISTING GIRTS. I GIRTS TO NEW DOOR FRAME EXISTING GIRTS. W/<4x4xl/4x0'-6" AND (2)-3/4" DIA BOLTS EA. LEG. TYP. SEE 4 5 S5. S5.1 NEW DOOR FRAME EXISTING COLUMN. I +I C8 CHANNELS. SEE PLAN. NEW DOOR FRAME---\ C8 CHANNELS. OPEN. SEE PLAN FOR SIZE. <6x4x5/l6x0'-6" LLH W/(2)-3/4" DIA BOLTS AND (2)-112" DIA x 3 1/2" EMBED GALV, HILTI KB -3 ANCHORS. 4" MIN, SLAB EDGE DISTANCE. 1" 31/2" K -6_ - TYPICAL ROLL -UP DOOR ELEVATION s5 _ SCALE: 1/2" = 1'-0" 4'-2" A.F.F. V.I.F. WINDOW SILL CONT. MTL. RUNNER @ TOP & BOTT. OF MTL. FURRING. FASTEND TO FLOOR WITH 0.145 HILTI DX FASTENERS @ 24" O.C. OR EQUAL. Em FM CLIP <6x4x5/l6x0'-6" W/(2)-3/4" DIA BOLTS, EACH LEG. I NEW C8 BEAM BETWEEN - EXISTING COLUMNS. TYP. STOP C8 BEAM BOTTOM, 4" AWAY FROM SUPPORT TO ALLOW FOR CONNECTION. EXISTING METAL BUILDING WALL PANEL. SEE PLAN. ALTERNATE 3/16 4 INSTEAD OF COLUMN BOLTS. EXISTING METAL BUILDING COLUMN. SEE PLAN. PLAN CONNECTION DETAIL BY PASS GIRTS SCALE: 1" = 1'-0" CLIP <4x4xl/4x0'-6" W/(2)-314" DIA BOLTS. EACH LEG, NEW C8 BEAM BETWEEN - EXISTING COLUMNS. TYP. STOP C8 BEAM BOTTOM, 4" AWAY FROM SUPPORT TO ALLOW FOR CONNECTION. EXISTING METAL BUILDING WALL PANEL. SEE PLAN. EXISTING METAL BUILDING COLUMN. SEE PLAN. PLAN CONNECTION DETAIL IN LINE GIRTS SCALE: 1" =1'-0" 8 S5. K`3 NEW WINDOW SECTION S5. )SCALE: 3/4" = V-0" RE -ATTACH METAL WALL PANELS RE -ATTACH METAL WALL PANELS W/#12 AT 6" O.C. SCREWS BOTH W/#12 AT 6" O.C. SCREWS BOTH SIDES AND TOP. SIDES AND TOP & BOTTOM. EXISTING CHANNEL EXISTING CHANNEL GIRT. GIRT. z 0 Lu Ti o N +I = 0 +I CV ti D00 OPENI G. SEE LAN FOR IZE. CLIP <3x3xl6 ga.4'4' W/(4)-#10 r CLIP <3x3xl6 ga.x0'-3" W/(4)-#10 SCREWS EACH LEG. Z SCREWS EACH LEG. 0 Lu 0 NEW 800S162-54 (8"x 16 ga.) >_ CD JWNWOP TNG. NEW 800S162-54 (8"x 16 ga.) METAL STUD JAMB. TYP. N FOR E. METAL STUD JAMB. TYP. CLIP <6x3xl6 ga.x0'-3" LLH W/(2)-1/4" DIA x 11/2" TAPCONS AND (4)-#10 SCREWS TO JAMB STUD. TYP. 1" J441 1 NEW DOOR FRAMING DETAIL SCALE: 1/2" = l'-0" 8"x21/2"x16 GAGE DOOR CLOSURE W/#12 SCREW 12"O.C. EACH FLANGE. BOLTED CONNECTION BEYOND. ATTACH NESTED BEAM W/#12 SCREWS AT 12" O.C. 4" rq_� C8 BACK/BACK BEAM DETAIL SCALE: 1 1/2" = V-0" F- z 01 +I CV ti CLIP <3x3xl6 ga.4'4' W/(4)-#10 SCREWS EACH LEG. DESIGN THREE ASSOCIATES CLIP <6x3xl6 ga.x0'-3" LLH 815 ORIENTA AVE. SUITE 1050 W/(2)-1/4" DIA x 11/2" ALTAMONTE SPRINGS, FL 32701 TAPCONS AND (2)-#12 (407) 834 - 2444 AAP0004M SCREWS TO JAMB STUD. TYP. PROJECT: NO: 17029 1 4" interior alteration ����,,,���#��,,unit 500 NEW WINDOW FRAMING DETAIL ,,% �,oYa 1,# reconfiguration SCALE- 1/2" = l'-0" �,\r,'E i % �' 2913 S. ORLANDO DRIVE No. 27499 SANFORD, FLORIDA 32773 ISSUE: DATE: •��1 FOR CONSTRUCTION: 12-8-17 ON A ` 1`�a rnttt� fci STRUCTURAL ENGINEERS, INC. 34 years of service 680 East SR 434 Florida EB #3746 Winter Springs, Florida 32708 Eddie L. Cox, P.E. Phone (407) 327-5363 Florida P.E. #27499 fax (407) 327-5366 email:fci@fciengineering.com TO THE BEST OF MY KNOWLEDGE THE DRAWINGS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES. 1767 COPYRIGHT ® 2017 — DESIGN THREE ASSOCIATES RESERVES ALL RIGHTS FOR WHICH THESE DOCUMEMS WERE ORIGINALLY CREATED. EVOLVED AND DEVELOPED. REPRODUCTIONS. CHANGES OR ASSIGNMENTS ARE PROHIBITED WITHOUT WRITTEN PERMISSION FROM DESIGN THREE ASSOCIATES. SHEET: S5.1 EXISTING METAL BUILDIN NEW DOOR FRS SEE( 6 S5.1 NEW C8 BEAM. SEE PLAN. REMOVE EXIST GIRT FOR NEW DOOR OPENIN( NEW DOOR FR SEE 6 S5.1 E WALL SECTION- NEW O.H. DOOR SCALE: 3/4" = V-0" EXISTING METAL BU EXISTING TO REMAI 2x PT BLOC SCREWS N TO GIRT. T` WALL SECTION- NEW DOOR OPENING SCALE: 3/4" = V-0" ADD 4" WIDE WHITE REFLECTION TAPE 3 PLACES. TYP. 6" DIA. GALV. SCHEDULE 40 STEEL PIPE FILL WITH CONCRETE. PROVIDE SAFETY YELLOW HDPE BOLLARD COVERS, 1/8" WALL. TYP. EXISTING PAVING. FILL WITH 3000 PSI CONCRETE CONCRETE DOME. 2'1 1'-6" DIA. FIELD CUT EXISTING CONC. SLAB, SEE VARIES PLAN. o DRILL AND EPDXY GROUT #4 DOWELS (24" MIN.) 12" O.C., 4" INTO EXISTING SLAB EACH 4" MAX 0° SIDE OF CUT. LAP BARS 16" MINIMUM. N CONCRETE SETTING U>-- z POUR TOP OF NEW CONC. BED WHERE w o SLOPE SLAB TO MATCH EXISTING OCCURS. o C) DOWN 1/2" SLAB. w to ROUGHEN EXISTING CONC. SURFACE. � - o I - v W.W.F. SLAB REINF, SEE PLAN. COMPACTED SOIL. PIPING. SEE PLUMBING 31' DRAWINGS. TYPICAL BOLLARD DETAIL SCALE: 3/4" = 1'-0" #4 AT 12" O.C. (244 MIN,) 4" MIN. TYP. EXTEND CONCRETE POUR UNDER EXISTING SLAB. AS NEEDED. 1. TYPICAL SLAB REPLACEMENT 4 TRENCH DETAIL AT UNDERGROUND PIPING 55.2 SCALE: 3/4" =14" DESIGN THREE ASSOCIATES 815 ORIENTA AVE. SUITE 1050 ALTAMONTE SPRINGS, FL 32701 (407) 834 — 2444 AA OOM2 PROJECT: NO: 17029 interior alteration �F,r, unit 500 OY® {4, reconfiguration .;` � �•'• �G��c `; 2913 S. ORLANDO DRIVE N© 274�g SANFORD, FLORIDA 32773 * ; ' ISSUE: DATE: ::. F • "` FOR CONSTRUCTION: 12-5-17 'PRII 'N/ 0N AL-_�� TO THE BEST OF MY KNOWLEDGE THE DRAWINGS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES. 1767 COPYRIGHT ® 2017 — DESIGN THREE ASSOCIATES RESERVES ALL RIGHTS FOR WHICH THESE DOCUMENTS WERE ORIGINALLY CREATED, EVOLVED AND DEVELOPED. REPRODUCUM CHANGES OR ASSIGNMENTS ARE PROHIBITED WITHOUT WRRTEN PERMISSION FROM DESIGN THREE ASSOCIATES. SHEET: S5.2 lk fci STRUCTURAL ENGINEERS, INC. 34 years of service 680 East SR 434 Florida EB #3746 Winter Springs, Florida 32708 Eddie L. Cox, P.E. Phone (407) 327-5363 Florida P.E. #27499 Fax (407) 327-5366 email:fci@fciengineering.com TO THE BEST OF MY KNOWLEDGE THE DRAWINGS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES. 1767 COPYRIGHT ® 2017 — DESIGN THREE ASSOCIATES RESERVES ALL RIGHTS FOR WHICH THESE DOCUMENTS WERE ORIGINALLY CREATED, EVOLVED AND DEVELOPED. REPRODUCUM CHANGES OR ASSIGNMENTS ARE PROHIBITED WITHOUT WRRTEN PERMISSION FROM DESIGN THREE ASSOCIATES. SHEET: S5.2 SPECIAL DEMO NOTES: REMOVE EXISTING AIR HANDLER. RETURN TO OWNER. REMOVE EXISTING CONDENSING UNIT. RETURN TO OWNER. MECHANICALDEMO PLAN SCALL /Q 11=1 t=q fro It 0 SHR fro lo ,•'v -72gg6 s 4 T ' ' No = :W • E pF �� 4c � O N p' z BROCK H. SHRADIM No. 72496 DESIGN THREE ASSOCIATES 815 ORIENTA AVE. SUITE 1050 ALTAMONTE SPRINGS, FL 32701 (407)834-2444 AAP000452 PROJECT: NO: 17029 INTERIOR ALTERATION UNIT 500 RECONFIGURATION 2913 S. ORLANDO DRIVE SANFORD, FLORIDA 32773 ISSUE: DATE: FOR GONSTRUGTION: 12-8-17 COPYRIGHT ® 2017 - DESIGN THREE ASSOCIATES RESERVES ALL RIGHTS FOR WHICH THESE DOCUMENTS WERE ORIGINALLY CREATED, EVOLVED AND DEVELOPED. REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE PROHIBITED WITHOUT WRITTEN PERMISSION FROM DESIGN THREE ASSOCIATES. SHEET: m l • 0 GENERAL. MECHANICAL NOTES 1 . ALL WORK SHALL BE DONE IN ACCORDANCE WITH APPLICABLE CODES. TO THE BEST OF THE ENGINEER'S KNOWLEDGE, ALL DRAWINGS AND SPECIFICATIONS COMPLY WITH MINIMUM EXISTING CODES. 2. CONTRACTOR SHALL PROVIDE ALL WORK CUSTOMARILY INCLUDED IF NOT SPECIFICALLY CALLED FOR ON THE PLANS. ALL WORK SHALL BE IN ACCORDANCE WITH BASE BUILDING PLANS AND SPECIFICATIONS. 3. CONTRACTOR TO CONSULT BUILDING OWNER FOR BUILDING STANDARDS AND CONTROL SEQUENCES. 4. CONTRACTOR SHALL CONFIRM THE EXISTENCE OF FIRE DAMPERS AS REQUIRED BY CODE IN ANY DUCT PENETRATING EXISTING FIRE RATED PARTITIONS. 5. CONTRACTOR SHALL VISIT THE SITE AND FAMILIARIZE HIMSELF WITH ALL DETAILS OF THE WORK AND EXISTING CONDITIONS. THE INTENT OF THESE NOTES AND MECHANICAL NOTES ON DRAWINGS IS TO CLARIFY THE SCOPE OF WORK AND ALERT CONTRACTOR OF EXISTING CONDITIONS. CONTRACTOR SHALL VERIFY ALL CLEARANCES BEFORE FABRICATION OF DUCTWORK AND PROVIDE ADDITIONAL OFFSET AND/OR CHANGES IN DUCT SIZES TO MEET FIELD CONDITIONS AND COORDINATE WITH ELECTRICAL AND PLUMBING SUBCONTRACTOR BEFORE ANY CONSTRUCTION WORK. 6. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL TRADES INSTALLATION SCHEDULES. FIXED WORK SUCH AS DUCTWORK AND PLUMBING SHALL BE INSTALLED PRIOR TO ANY TRADE WORK THAT CAN BE EASILY RELOCATED OR OFFSET SUCH AS ELECTRICAL CONDUITS AND SMALL WATER LINES, ETC. 7. CONTRACTOR SHALL REVIEW STRUCTURE/STRUCTURAL DRAWINGS BEFORE INSTALLATION TO AVOID ANY BEAM CONFLICTS AND COORDINATE PIPING AND HVAC DUCTWORK ACCORDINGLY. 8. CONTRACTOR SHALL PROVIDE A COPY CERTIFIED TEST AND BALANCE REPORT AT FINAL INSPECTION. BALANCE AIR DISTRIBUTION SYSTEMS TO QUANTITIES AS INDICATED ON DRAWINGS. THIS INCLUDES ALL OF THE AIR DISTRIBUTION AND VAV BOXES AS REQUIRED. 9. ALL SUPPLY TAKE -OFFS ARE CONNECTED TO HARD TRUNK DUCT WITH SPIN -IN FITTING OR TAB COLLAR (WITH MANUAL DAMPER) OF SIZE EQUAL TO DIFFUSER INLET AND DUCT CONNECTION. FLEXIBLE DUCT SHALL BE STRAIGHT WITH NO SAGS OR EXCESS DUCT. TOTAL TURNS SHALL NOT EXCEED 135 DEGREES. FLEX CONNECTIONS ARE NOT TO EXCEED 8 FEET IN LENGTH. PROVIDE HARD DUCT FOR OVER 8 FEET OR AS SPECIFICALLY CALLED FOR ON THE PLANS. THERMA-FLEX OR EQUAL INSULATED FLEX DUCT CONFORMING TO NFPA-90A AND UL 181 FOR "AIR DUCT CONNECTOR." 10. MATCH DIFFUSER MOUNTING FRAME WITH CEILING TYPE. 11. ALL DUCT SIZES INDICATED ON DRAWINGS ARE INSIDE CLEAR DIMENSIONS. 12. ALL DUCTWORK SHALL BE 1.5"THK FIBERGLASS, EXCLUDING FLEX DUCT CONNECTIONS. ALL FLEXIBLE DUCT SHALL BE ATCO BRAND (CLASS 1) WITH AN INSULATION VALUE OF R6. ALL JOINTS MUST BE MECHANICALLY FASTENED AND SEALED TO 100% CLOSURE. METHODS FOR ATTACHMENT AND SEALING SHALL BE APPROVED METHOD AS STATED IN FBCM TABLE 603 AND SECTIONS 603.1 THRU 603.17. ALL DUCTWORK CONSTRUCTION SHALL MEET SECTION C403 OF THE FBC ENERGY CONSERVATION. 13. ALL INTAKE OPENINGS SHALL BE SIZED AND PROTECTED PER FBCM 401.5. ALL OPENINGS SHALL BE GREATER THAN J" BUT LESS THAN 1". OPENINGS SHALL CONFORM WITH AMCA 550 FOR HURRICANE PRONE REGIONS. 14. RE -ADJUST THE THROW OF ALL AIR DISTRIBUTION DEVICES AFFECTED BY THE ADDITION OR REMOVAL OF PARTITIONS. 15. ALL CEILING MOUNTED DIFFUSERS SHALL BE 4 -WAY THROW UNLESS OTHERWISE NOTED. 16. IN GENERAL, PLANS AND DIAGRAMS ARE SCHEMATIC ONLY AND SHOULD NOT BE SCALED. 17. COORDINATE AIR DEVICE LOCATIONS WITH LIGHTING FIXTURES. 18. TURNING VANES SHALL BE PROVIDED IN ALL SUPPLY DUCT RECTANGULAR ELBOWS WITH ANGLES BETWEEN 15 DEGREES AND LESS THAN 90 DEGREES PER SMACNA. 19. DUCTWORK SHALL NOT BE SUPPORTED BY THE CEILING OR CEILING SUSPENSION SYSTEM. 20. ALL WALL MOUNTED THERMOSTATS AND/OR TEMPERATURE SENSORS SHALL BE INSTALLED AT AN ELEVATION OF 48" A.F.F. ALL THERMOSTATS NEED TO BE RECALIBRATED BY A MECHANICAL CONTRACTOR IF THEY ARE RELOCATED. THERMOSTATS SHALL BE FASTENED BY PLASTIC SHIELD AND SCREWS. 21. UNLESS OTHERWISE NOTED, INSTALL DUCTWORK AS HIGH AS POSSIBLE, TIGHT TO BOTTOM OF STRUCTURE. COORDINATE DUCT ELEVATION WITH WATER PIPING, SANITARY DRAINS AND MAJOR ELECTRICAL CONDUITS. 22. PROVIDE ALL SUPPLEMENTARY STEEL REQUIRED TO INSTALL MECHANICAL EQUIPMENT AND MATERIALS. 23. ALL DASHED LINED EQUIPMENT AND DUCTWORK ARE EXISTING. ALL SOLID LINED EQUIPMENT AND DUCTWORK ARE NEW UNDER TENANT WORK EXCEPT FOR DIFFUSERS. 24. INSTALLATION OF MECHANICAL EQUIPMENT SHALL COMPLY WITH THE MANUFACTURER'S SPECIFICATIONS AND CLEARANCE REQUIREMENTS. 25. UTILITIES AND SERVICES INDICATED ARE TAKEN FROM VARIOUS OLD AND NEW SURVEYS, AS -BUILT RECORDS, AND FIELD INVESTIGATION. IT IS TO BE UNDERSTOOD THAT UNFORESEEN CONDITIONS PROBABLY EXIST AND NEW WORK MAY NOT BE FIELD LOCATED EXACTLY AS SHOWN ON DRAWINGS. 28. ALL MECHANICAL WORK SHALL LEAVE BUILDING/STRUCTURE IN A SAFE STRUCTURAL CONDITION __�N j/ C1`ORC E S�Q�01'!� WJ.Tk�F�AA�O? , , Q 29. TO THE BEST OF THE ENGINEER'S KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE FIRE SAFETY STANDARDS AS DETERMINED BY THE LOCAL AUTHORITY IN ACCORDANCE WITH SECTION AND CHAPTER 633, FLORIDA STATUTES. FBC 110.8.4.4 2017. 30. ALL CONDENSATE LINES SHALL BE SCHEDULE 40 PVC AND INSULATED WITH 1 /2"THICK ARMAFLEX INSULATION. CONDENSATE LINES SHALL HAVE MIN 1/8" PER FT SLOPE AND HAVE P -TRAP AT AIR HANDLING UNIT. SPECIAL HVAC. NOTES: 0 EXISTING EXHAUST FAN TO REMAIN. VERIFY IN WORKING CONDITION AND REPLACE AS NECESSARY. r2 SALVAGE EXISTING OUTSIDE AIR DUCT AND ATTACH TO RETURN DUCT. F3 115V/1� NORMALLY CLOSED MOTORIZED DAMPER. SHALL BE INTERLOCKED WITH AHU UNIT OPERATION. F4 MOUNT CONDENSING UNIT NORTH OF BUILDING. COORDINATE LOCATION AND ROUTING OF REFRIGERANT PIPING WITH OWNER. PROVIDE CONCRETE PAD. 0 3/4"CONDENSATE LINE WITH P -TRAP AND PUMP. INSULATE WITH 1/2" ARMAFLEX. ROUTE THROUGH EXTERIOR WALL AND SPILL TO GRASSY AREA IN REAR OF BUILDING. CONSULT BUILDING OWNER FOR EXACT ROUTING. aREFRIGERANT PIPING TO ASSOCIATED CONDENSING UNIT ON GRADE. SIZE AND ROUTE PER MANUFACTURER'S RECOMMENDATIONS. CONTRACTOR TO VERIFY ROUTE AND CONSULT BUILDING OWNER FOR EXACT LOCATION OF CONDENSING UNIT. 115V/1� RETURN DUCT MOUNTED SMOKE DETECTOR. UNIT SHALL TURN OFF UPON DETECTION OF SMOKE. ®WALL MOUNTED AIR CONDITIONER. CONSULT WITH BUILDING OWNER EXACT LOCATION. MECI"CAL 403.3 VENTILATION COMPLIANCE RSON + 0.06 CFM/SF F PEOPLE X 5 CFM + 1400 SF X 0.06 = 119 CFM OF OUTSIDE AIR. 00 CFM OF OUTSIDE AIR PROVIDED. MECHANICAL LEGEND MVD MANUAL VOLUME DAMPER EXIST. EXISTING RA RETURN AIR OA OUTSIDE AIR CS & CR CONDENSER WATER SUPPLY AND RETURN AFF ABOVE FINISHED FLOOR CHWS & CHWR CHILLED WATER SUPPLY AND RETURN $-�--5 DUCT REDUCTION IN DIRECTION OF FLOW SD DUCT MOUNTED SMOKE DETECTOR �- MOTORIZED DAMPER 0-125 RETURN (OR EXHAUST) GRILLE ® SUPPLY DIFFUSER ETR EXISTING TO REMAIN RE RELOCATE EXISTING ER EXISTING RELOCATED FIRE DAMPER 126-250 EXISTING FIRE DAMPER �� �� 24 x24 NEW HARD DUCT - -� EXISTING HARD DUCT �J NEW FLEXIBLE DUCT J EXISTING FLEXIBLE DUCT O THERMOSTAT NEW DUCT CONNECTION Y `I MECHANICAL PLAN SCALE- Off = lloff N AIR DISTRIBUTION SCHEDULE REMARKS: 1. COORDINATE FRAME & BORDER TYPE WITH CEILING TYPE. REFER TO ARCHITECTURAL PLANS. 2. COORDINATE WITH BLDG MGT FOR BLDG STANDARDS. b�� NECK SIZE FACE SIZE MARK CFM (INCHES) (INCHES) BASIS OF DESIGN ACCESSORIES s 0-125 6"4 24"x24" SUPPLY DIFFUSER EQUAL TO TITUS MODEL PAS. r. ALUMINUM WITH WHITE FINISH O� 126-250 8 0 �� �� 24 x24 INSULATE BACK OF ALL DIFFUSERS. 251-350 10"o 24"x24" RETURN DIFFUSER EQUAL TO TITUS MODEL PAR. O 22"x22" 24"x24" ALUMINUM WITH WHITE FINISH. Y `I MECHANICAL PLAN SCALE- Off = lloff N BROCK R SHRADER, No. 72496 DESIGN THREE ASSOCIATES 815 ORIENTA AVE. SUITE 1050 ALTAMONTE SPRINGS, FL 32701 (407) 834.2444 AAPCOo4S2 PROJECT: NO: 17029 INTERIOR ALTERATION UNIT 500 RECONFIGURATION 2913 S. ORLANDO DRIVE SANFORD, FLORIDA 32773 ISSUE: DATE: FOR CONSTRUCTION: 12-5-1-I 0 GODE GOMMENT5: 2-21-15 COPYRIGHT 0 2017 - DESIGN THREE ASSOCIATES RESERVES ALL RIGHTS FOR WHICH THESE DOCUMENTS WERE ORIGINALLY CREATED. EVOLVED AND DEVELOPED. REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE PROHIBITED WITHOUT WRITTEN PERMISSION FROM DESIGN THREE ASSOCIATES. SHEET: m 1 • 1 b�� r s igQig r. BROCK R SHRADER, No. 72496 DESIGN THREE ASSOCIATES 815 ORIENTA AVE. SUITE 1050 ALTAMONTE SPRINGS, FL 32701 (407) 834.2444 AAPCOo4S2 PROJECT: NO: 17029 INTERIOR ALTERATION UNIT 500 RECONFIGURATION 2913 S. ORLANDO DRIVE SANFORD, FLORIDA 32773 ISSUE: DATE: FOR CONSTRUCTION: 12-5-1-I 0 GODE GOMMENT5: 2-21-15 COPYRIGHT 0 2017 - DESIGN THREE ASSOCIATES RESERVES ALL RIGHTS FOR WHICH THESE DOCUMENTS WERE ORIGINALLY CREATED. EVOLVED AND DEVELOPED. REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE PROHIBITED WITHOUT WRITTEN PERMISSION FROM DESIGN THREE ASSOCIATES. SHEET: m 1 • 1 WALL UNIT AIR CONDITIONER MARK FAN SCHEDULE REMARKS: V ELECTRICAL DATA MARK EER SERVICE LOCATION CFM EXT. SP MOTOR MOTOR MAX DRIVE WEIGHT INTERLOCK BASIS OF DESIGN ACCESSORIES EF FRIGIDAIRE FFRE1533S1 11.8 11.5 1.275 KW VG W V/(P RPM TYPE O DISCONNECTS BY DIVISION 16 (2) PROVIDE WITH LOW AMBIENT CONTROLS O3 13 SEER 1 TOTAL RESTROOM CEILING 70 0.25 19.4 115/1 950 DIRECT 17 lbs LIGHTS GREENHECK SP—A110 OR APPROVED EQUAL OOO® ACCESSORIES: 1O SPEED CONTROLLER O3 BACKDRAFT DAMPER ®CONTROLLED BY LIGHTS O2 MOTOR WITH THERMAL OVERLOAD CFM WALL UNIT AIR CONDITIONER MARK LOC'N. BTU (COOLING) V ELECTRICAL DATA BASIS OF DESIGN EER AC # LOCATION ELECTRICAL DATA INSTALL LOUVER 10' FROM GRADE. BASIS OF DESIGN ACCESSORIES 1 WALL 15,100 115/1 FLA WATTS FRIGIDAIRE FFRE1533S1 11.8 11.5 1.275 KW 35 TRANE 4TTA3060 1 2 3 mmmmlllm� ACCESSORIES: O DISCONNECTS BY DIVISION 16 (2) PROVIDE WITH LOW AMBIENT CONTROLS O3 13 SEER LOUVER SCHEDULE SPLIT SYSTEM CONDENSING UNIT SCHEDULE REMARKS: 1. SIZE AND ROUTE REFERIGERANT LINES PER MANUFACTURER'S RECOMMENDATIONS. 2. COORDINATE EXACT LOCATION OF UNITS WITH OWNER. 3. ALL FCU'S TO UTILIZE R -410A REFRIGERANT. UNIT SCHEDULE MARK CU NO. 1 PAIR WITH LOCATION ELECTRICAL DATA INSTALL LOUVER 10' FROM GRADE. BASIS OF DESIGN ACCESSORIES V/(p MCA MCOP 1 FCU 1 GROUND :iiiii.L208/3 HEATING DATA 21 ELECTRICAL DATA 35 TRANE 4TTA3060 1 2 3 mmmmlllm� ACCESSORIES: O DISCONNECTS BY DIVISION 16 (2) PROVIDE WITH LOW AMBIENT CONTROLS O3 13 SEER LOUVER SCHEDULE MARK DESCRIPTION L• SPLIT SYSTEM AIR I-DMLING UNIT SCHEDULE GREENHECK 10" X 10" (W X H) EXTRUDED ALUMINUM STATIONARY 1 ALL FCU'S TO UTILIZE R -410A REFRIGERANT AND TO HAVE LOUVER, MODEL ESD -635X, PROVIDE BIRD SCREEN. INSTALL LOUVER 10' FROM GRADE. BROCK H. SHRADER, No. 72496 DESIGN THREE ASSOCIATES 815 ORIENTA AVE. SUITE 1050 ALTAMONTE SPRINGS, FL 32701 (407) 834-2444 AAP000452 PROJECT: NO: 17029 INTERIOR ALTERATION UNIT 500 RECONFIGURATION 2913 S. ORLANDO DRIVE SANFORD, FLORIDA 32773 ISSUE: DATE: FOR GONSTRUGTION: 12-8-17 COPYRIGHT 0 2017 - DESIGN THREE ASSOCIATES RESERVES ALL RIGHTS FOR WHICHTHESE DOCUMENTS WERE ORIGINALLY CREATED, EVOLVED AND DEVELOPED. REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE PROHIBITED WITHOUT WRITTEN PERMISSION FROM DESIGN THREE ASSOCIATES. . SHEET: M200 SPLIT SYSTEM AIR I-DMLING UNIT SCHEDULE REMARKS: 1. ALL FCU'S TO UTILIZE R -410A REFRIGERANT AND TO HAVE MINIMUM 13.0 SEER RATING FAN DATA COOLING DATA HEATING DATA ELECTRICAL DATA TOTAL SEP ELECTRIC MARK MIN.OA MAX.OA CFM CFM CFM EXT. SP MOTOR EDB EWB CAP V/4) MCA MOCP �GHT BASIS OF DESIGN ACCESSORIES FCU NO. "NTC" HP °F of (KW) STEPS Obs) MBH MBH 1 200 200 2000 0.6 1.0 76.6 64.4 59.7 41.3 10.8 1 208/3 46.0 50.0 170 TRANE GAM513OC60 W/BAYEAAC08 HEATER 1 2 3 4 5 6 7 ACCESSORIES: 1O AUXILIARY DRAIN PAN WITH FLOAT SWITCH. 1" DISPOSABLE FILTERS 0 PROVIDE HIGH CAPACITY CONDENSATE PUMP UNIT TO SHUT DOWN UPON WATER DETECTION. CONDESNATE DRAIN SHALL BE FULL SIZE FROM UNIT ® PROGRAMMABLE DIGITALTHERMOSTAT ®RETURN DUCT MOUNTED SMOKE DETECTOR O2 SINGLE POINT ELECTRICAL CONNECTION O DISCONNECTS BY DIVISION 16 © 13 SEER BROCK H. SHRADER, No. 72496 DESIGN THREE ASSOCIATES 815 ORIENTA AVE. SUITE 1050 ALTAMONTE SPRINGS, FL 32701 (407) 834-2444 AAP000452 PROJECT: NO: 17029 INTERIOR ALTERATION UNIT 500 RECONFIGURATION 2913 S. ORLANDO DRIVE SANFORD, FLORIDA 32773 ISSUE: DATE: FOR GONSTRUGTION: 12-8-17 COPYRIGHT 0 2017 - DESIGN THREE ASSOCIATES RESERVES ALL RIGHTS FOR WHICHTHESE DOCUMENTS WERE ORIGINALLY CREATED, EVOLVED AND DEVELOPED. REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE PROHIBITED WITHOUT WRITTEN PERMISSION FROM DESIGN THREE ASSOCIATES. . SHEET: M200 �E1 VIBRATION ISOLATING HANGER (SPRING OR RUBBER AS SPECIFIED). BACKDRAFT DAMPER -FLEXIBLE CONNECTION xi- ROUND OR RECTANGULAR DISCHARGE EXHAUST DUCT. REFER TO DWGS FOR SIZE . `FLEXIBLE CONNECTION EXHAUST GRILLE/REGISTER-/ ` CEILING CONSTRUCTION INLINE CABINET EXHAUST FAN CABINET EXHAUST FAN DETAIL NTS i u'L� FG`2 CHANNEL SELECTION MAXIMUM SPACING SEE TABLE ON FG -2 IF El + E2 IS LESS THAN MINIMUM CHANNEL GAUGE MINIMUM CHANNEL PROFILE 611 24 2" x 1.5" 18" 22 2" x 2" 30" 18 2" x 2" 22 GA. 2" x 1.5" HANGERS MAY BE SUBSTITUTED FOR 3" HANGERS FOR DUCTS NOT OVER 48" WIDE AND 24" HIGH. 2" HANGERS MUST BE SPACED AT 4 FT MAX. INTERVALS HANGER CHANNEL SELECTION AND EXTENSION DETAIL (FIBERGLASS DUCTWORK) DUCT SIZE IN INCHES MAXIMUM HANGER SPACING 40 MAXIMUM SPACING 36 Q 48" WIDE OR GREATER 4 FT. STRAP 10" DN 32 Q LESS THAN 48" WIDE AND 6 FT. 1/4 " LESS THAN 12" HIGH 28 Q3 WIDTH BETWEEN 24" AND 48" 6 FT 24 AND GREATER THAN 24" HIGH . 20 ® LESS THAN 48" WIDE AND 8 FT. 16 HEIGHT BETWEEN 12" AND 24" 1/4 " (3) WIDTH 24" OR LESS AND 8 FT. 12 HEIGHT GREATER THAN 12" 8 MAXIMUM HANGER SPACING CHART 4 (STRAIGHT FIBERGLASS DUCT) 0 TAB COLLAR FITTING WITH DAMPER SUPPLY 22 GA. HANGER WIRE FIBERGLASS DUCT I I I I-1.5" x 2" x 1.5" HANGER CHANNEL (MAY VARY DEPENDING ON SIZE OF DUCT) FIBERGLASS HANGER DETAIL NOT TO SCALE 8 16 24 32 40 48 56 64 72 80 88 96 CL WIDTH (INCHES) HANGER (M.) HANGER LOCATION 18" MAX. FROM DEVICE. FASTENERS NOT PERMITTED TO PENETRATE EXHAUST OR DRYER VENT DUCTS. RIGID ROUND DUCT MINIMUM HANGER SIZES FOR ROUND DUCT AW MAXIMUM SPACING WIRE DIAMETER ROD STRAP 10" DN 12'-0" ONE 12 GA. 1/4 " 1" x 22 GA, 11-18" 12'-0" TWO 12 GA. OR ONE 10 GA ]/4" 1"x 22 GA. 19-24" 12'-0" TWO 10 GA. 1/4 " 16wrof I INS 11 25-36" 14'-0" TWO 8 GA. 3/8 " 1" x 20 GA. //%% 1/4" x 1-1/2" LONG TEX m 0 Sopp01 CONCRETE PAD WITH (8) 1/4" 7- x 1-1/2" LONG LAG BOLTS � ® '10001A X&♦ -14 VON•OSSO! ♦ 1184A ►!;11!Ali►Ali!*114O!IO�!�!i!�!il�►�!�!�!�! __ ' m _—m mm © mmm CONCRETE PAD 6" LARGER v THAN UNIT ON ALL SIDES " CONDENSING UNIT MOUNTED DETAIL. 8 16 24 32 40 48 56 64 72 80 88 96 CL WIDTH (INCHES) HANGER (M.) HANGER LOCATION 18" MAX. FROM DEVICE. FASTENERS NOT PERMITTED TO PENETRATE EXHAUST OR DRYER VENT DUCTS. RIGID ROUND DUCT MINIMUM HANGER SIZES FOR ROUND DUCT DIA MAXIMUM SPACING WIRE DIAMETER ROD STRAP 10" DN 12'-0" ONE 12 GA. 1/4 " 1" x 22 GA, 11-18" 12'-0" TWO 12 GA. OR ONE 10 GA ]/4" 1"x 22 GA. 19-24" 12'-0" TWO 10 GA. 1/4 " 1" x 22 GA. 25-36" 14'-0" TWO 8 GA. 3/8 " 1" x 20 GA. 1-1/2" (22 GAUGE) HANGER STRAPS MAX. 10' SPACING. CONNECT TO STRUCTURE WITH METAL COLLAR WITH BAND FED FLEXIBLE DUCT. .ATED THE BACKS OF ALL DIFFUSERS, -� ' COORDINATE WITH CEILING TYPE) SUPPLY DIFFUSER FLEX SUPPORT DETAIL NTS THREADED CAP (CLEAN-OUT) 1" MIN. SLOPE 8" DRAIN MIN. 1/B":1' \1 CONDENSATE SIZE EQUAL TO FULL SIZE OF UNIT. ROUTE AS INDICATED ON DRAWINGS. MIN. SIZE 3/4". INSULATE PIPE & TRAP WITH 3/4" ARMAFLEX (TYPICAL) CONDENSATE P�,TRAP DETAIL NTS DRAIN PAN UNION oMa SUPPLY DUCT _FLEX CONNECTION INTERIOR WALL VERTICALLY MOUNTED A/C UNIT REFRIGERANT PIPIN CONDENSATE PIPING --N WITH P -TRAP STAND 30" HIGH FLOOR RETURN DUCT WrrH MVD VERTICAL A/C UNIT MOUNTING DETAIL rrrs WALL UNTO ASSEMBLY DETAIL. Nrs %%\0NRA D ER °1010 `ems �`' S E • � ��i 0 W cc m: 0� �z� C;yoy FESS\�,�`• BROCK H. SHRADER, No. 72496 DESIGN THREE ASSOCIATES 815 ORIENTA AVE. SUITE 1050 ALTAMONTE SPRINGS, FL 32701 (407) 834.2444 AAP000"2 PROJECT: NO: 17029 INTERIOR ALTERATION UNIT v00 RECONFIGURATION 2913 S. ORLANDO DRIVE SANFORD, FLORIDA 32773 ISSUE: DATE: POR GON5TRUCTION: 12-8-1-1 COPYRIGHT 0 2017 - DESIGN THREE ASSOCIATES RESERVES ALL RIGHTS FOR WHICH THESE DOCUMENTS WERE ORIGINALLY CREATED. EVOLVED AND DEVELOPED. REPRODUCTIONS. CHANGES OR ASSIGNMENTS ARE PROHIBITED WITHOUT WRITTEN PERMISSION FROM DESIGN THREE ASSOCIATES. SHEET: M3oO Hydronic Heat CONDENSING UNIT Coil Secton CONDENSING UNIT ATTACHED TO EXISTING CONCRETE PAD WITH (4) 2" 16 GAGE STRAPS." BtIB'X ONE ON EACH SIDE STRAPS CONNECTING TO UNIT WITH (8) 1/4" x 1-1/2" LONG TEX SCREWS AND CONNECTED TO 0 Sopp01 CONCRETE PAD WITH (8) 1/4" 7- x 1-1/2" LONG LAG BOLTS FINISHED GRADE CONCRETE PAD 6" LARGER v THAN UNIT ON ALL SIDES " CONDENSING UNIT MOUNTED DETAIL. A NTS WALL UNTO ASSEMBLY DETAIL. Nrs %%\0NRA D ER °1010 `ems �`' S E • � ��i 0 W cc m: 0� �z� C;yoy FESS\�,�`• BROCK H. SHRADER, No. 72496 DESIGN THREE ASSOCIATES 815 ORIENTA AVE. SUITE 1050 ALTAMONTE SPRINGS, FL 32701 (407) 834.2444 AAP000"2 PROJECT: NO: 17029 INTERIOR ALTERATION UNIT v00 RECONFIGURATION 2913 S. ORLANDO DRIVE SANFORD, FLORIDA 32773 ISSUE: DATE: POR GON5TRUCTION: 12-8-1-1 COPYRIGHT 0 2017 - DESIGN THREE ASSOCIATES RESERVES ALL RIGHTS FOR WHICH THESE DOCUMENTS WERE ORIGINALLY CREATED. EVOLVED AND DEVELOPED. REPRODUCTIONS. CHANGES OR ASSIGNMENTS ARE PROHIBITED WITHOUT WRITTEN PERMISSION FROM DESIGN THREE ASSOCIATES. SHEET: M3oO 14 `C( OeP PLUTvlBINGRlSER SCALE: NTS KEYED PLUMBING NOTES n 1O CONNECT TO EXISTING 4" SANITARY OR LARGER IN THIS AREA. VERIFY LOCATION, DIRECTION OF FLOW, SIZE AND INVERT. LOCATE AND DETERMINE EXISTING INVERT PRIOR TO SLAB CUTTING. NOTIFY ENGINEER AND ARCHITECT IF EXISTING INVERT IS TOO SHALLOW FOR CONNECTION. O EC 0 TIN NT TH CAREFULLY REMOVE EXISTING SERVICE SINK AND OIL WATER SEPARATOR. RELOCATE SINK & OIL WATER SEPARATOR TO OPPOSITE SIDE OF WALL. RE -INSTALL OIL WATER SEPARATOR PER MANUFACTURER'S RECOMMENDATION. MODIFY SANITARY PIPING IN WALL AS REQUIRED. CLEAN EXISTING OIL WATER SEPARATOR. O4 ROUTE 2" WASTE IN WALL FROM NEW DRINKING FOUNTAIN AND CONNECT TO EXISTING WASTE RISER OF EQUAL SIZE FOR EXISTING LAVATORY. VERIFY LOCATION AND SIZE. PROVIDE CW CONNECTION AND STOP. FEED FROM EXISTING CW SUPPLY TO WATER CLOSET. O PROVIDE NEW HOT WATER CONNECTION TO EXISTING SINK/LAVATORY. PROVIDE NEW STOP AND LEONARD 170 -LF ASSE 1070 MIXING VALVE AND SET AT 105' F. © CONNECT TO EXISTING 3/4" OR LARGER CW. CONTRACTOR SHALL LOCATE AND VERIFY EXISTING CW SERVICE ENTRANCE TO SPACE PRIOR TO START OF CONSTRUCTION. PLUMBINGPLAN SCAM 1/8" =1`r0" u 0 w PLUMBING LEGEND WASTE PIPING W VENT PIPING ------------ V COLD WATER PIPING - CW HOT WATER PIPING -- -- -- HW BALL VALVE BROCK H. SHRADER, No. 72496 DESIGN THREE ASSOCIATES 815 ORIENTA AVE. SUITE 1050 ALTAMONTE SPRINGS, FL 32701 (407) 834.2444 AAPWO452 PROJECT: NO: 17029 INTERIOR ALTERATION UNIT 500 RECONFIGURATION 2913 S. ORLANDO DRIVE SANFORD, FLORIDA 32773 ISSUE: DATE: FOR GON5TRUGTION: 12-5-11 I� CODE GOMMENT5: 2-21-15 COPYRIGHT 0 2017 —DESIGN THREE ASSOCIATES RESERVES ALL RIGHTS FOR WHICH THESE DOCUMENTS WERE ORIGINALLY CREATED, EVOLVED AND DEVELOPED. REPRODUCTIONS. CHANGES OR ASSIGNMENTS ARE PROHIBITED WITHOUT WRITTEN PERMISSION FROM DESIGN THREE ASSOCIATES. SHEET: Ploo w ioowocuoaor%"..:ooc a'tl��`xtocu�xiovaowt0000 BROCK H. SHRADER, No. 72496 DESIGN THREE ASSOCIATES 815 ORIENTA AVE. SUITE 1050 ALTAMONTE SPRINGS, FL 32701 (407) 834.2444 AAPWO452 PROJECT: NO: 17029 INTERIOR ALTERATION UNIT 500 RECONFIGURATION 2913 S. ORLANDO DRIVE SANFORD, FLORIDA 32773 ISSUE: DATE: FOR GON5TRUGTION: 12-5-11 I� CODE GOMMENT5: 2-21-15 COPYRIGHT 0 2017 —DESIGN THREE ASSOCIATES RESERVES ALL RIGHTS FOR WHICH THESE DOCUMENTS WERE ORIGINALLY CREATED, EVOLVED AND DEVELOPED. REPRODUCTIONS. CHANGES OR ASSIGNMENTS ARE PROHIBITED WITHOUT WRITTEN PERMISSION FROM DESIGN THREE ASSOCIATES. SHEET: Ploo GENERAL PLUMBING NOTES: A. PIPE & PIPE FITTINGS MATERIALS SHALL BE AS FOLLOWS: 1. SANITARY SEWER : PVC - SCHEDULE 40. 2. VENT PIPING: PVC - SCHEDULE 40. 3. DOMESTIC WATER: SCHEDULE 40 CPVC B. PIPE SUPPORTS & COVER PLATES PIPE HANGERS, SUPPORTS AND INSERTS SHALL BE AS FOLLOWS: 1. PIPING SHALL BE SUPPORTED INDEPENDENTLY OF ALL CONNECTIONS AND SLEEVES BY PIPE HANGERS AND PIPE SUPPORTS OF MODERN, GRINNELL, FEE & MASON, AUTO -GRIP OR CRANE MAKE AS FOLLOWS: MAXIMUM DISTANCE FROM SLEEVE IN WALL END OFFSET OR CORNER MAXIMUM HORIZONTAL CPVC PIPE SIZE TO HANGER HANGER SPACING 1" AND SMALLER 2' - 0" 3' - 0" 1-1/4- AND LARGER 3' - 0" 4' - 0" MAXIMUM DISTANCE FROM SLEEVE IN WALL END OFFSET OR CORNER MAXIMUM HORIZONTAL PVC PIPE SIZE TO HANGER HANGER SPACING 1" AND SMALLER 2' - 0" 3' - 0" 1-1/4" AND LARGER 3' - O" 4' - 0" 2. HANGERS AND SUPPORTS SHALL BE ARRANGED TO PERMIT FREE, UNRESTRAINED AND NOISELESS EXPANSION AND CONTRACTION OF PIPING AND MUST BE ADJUSTABLE. 3. UNLESS OTHERWISE NOTED, HANGERS, SUPPORTS, COLLARS, ASSOCIATED EQUIPMENT, ETC., SHALL BE OF ALL STEEL CONSTRUCTION WITH A HEAVY PRIME COAT, EXCEPT THAT PORTION IN CONTACT WITH NON-FERROUS PIPE SHALL BE SAME CONSTRUCTION AS PIPE, PLATED WITH SAME METAL AS PIPE, OR COVERED WITH SAME METAL AS PIPE, AND SECURELY FASTENED IN PLACE. 4. OVERHEAD HANGERS SHALL BE OF THE SOLID RING, SPLIT RING OR CLEVIS TYPE, WITH ADJUSTABLE STEEL RODS SECURELY SUPPORTED FROM INSERTS OR BOLTED TO STEEL CONSTRUCTION. 5. PIPING HUNG CLOSE TO WALLS SHALL BE SUPPORTED BY BRACKET TYPE SUPPORTS OR FROM BRACKETS WITH SUSPENSION RING HANGERS, ARRANGED TO POSITION PIPING AWAY FROM WALLS IN CENTER OF SLEEVES, SECURELY BOLTED TO MASONRY WALLS OR STEEL CONSTRUCTION. HANGERS AND SUPPORTS WITH 4'-0" OF FLOOR MUST BE FREE OF SHARP EDGES, CORNERS AND PROJECTIONS. C. INSULATION 1. PIPE COVER: SHALL BE 1" THICK FIBERGLASS (K-0.23 AT 75 DEGREES F.) WITH FACTORY APPLIED WHITE, FLAME RESISTANT, VAPOR BARRIER JACKET TYPE ASJ, AS MANUFACTURED BY OWENS- CORNING, GUSTIN-BACON, OR PPG. 2. VALVES AND FITTINGS: SHALL BE COVERED WITH 3-1/2# DENSITY 1/2* THICK FIBERGLASS PROTECTED WITH A 6 OZ. FLAME RETARDANT TREATED, CANVAS JACKET. 3. FLOOR DRAINS, FLOOR SINKS, OR HUB DRAINS RECEIVING CONDENSATE WASTE FROM ICE MACHINES OR ICE BINS SHALL BE INSULATED WITH 1/2" FIBERGLASS INSULATION COVERING THE P -TRAP AND THE FIRST FIVE FEET OF HORIZONTAL PIPING WHEN INSTALLED OVER A CEILING OF A LOWER FLOOR. D. INSTALLATION 1. PIPING SHALL RUN TRUE, STRAIGHT, PLUMB, AND PARALLEL WITH WALLS; HAVE UNIFORM PITCH; BE CENTERED IN HANGERS OR SUPPORTS INDEPENDENT OF CONNECTIONS AND SLEEVES; BE ANCHORED AS REQUIRED TO CONTROL MOVEMENT; BE PROVIDED WITH EXPANSION JOINTS, EXPANSION LEGS, EXPANSION LOOPS, AND EXPANSION CONNECTORS WITH FLEXIBLE PIPE AND FITTINGS ARRANGED AS REQUIRED TO PERMIT FREE, UNRESTRAINED, NOISELESS EXPANSION AND CONTRACTION, AND FREEDOM FROM STRAIN ON EQUIPMENT. 2. ACCESSIBLE UNIONS OR FLANGE UNIONS SHALL BE PROVIDED IN EACH BRANCH, ADJACENT TO EACH EQUIPMENT CONNECTION, EACH VALVE, OR DEVICE, OR GROUP OF VALVES OR DEVICES, AND AT LEAST EVERY 75'-0" IN MAINS. 3. THE PLUMBING SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH GOVERNING BUILDING CODES AS LISTED. 4. CONNECTIONS TO SOIL, WASTE AND DRAIN STACKS SHALL BE AT 45 DEGREES; THOSE TO VENT STACKS MAY BE AT 45 DEGREES OR 90 DEGREES. 5. UNLESS OTHERWISE NOTED, SOIL, WASTE, DRAIN AND VENT STACKS SHALL BE CONCEALED IN WALLS, PIPE CHASES, OR SHAFTS WITH CLEANOUTS EXTENDED TO ACCESSIBLE LOCATIONS. 6. ALL PLUMBING FIXTURES SHALL BE PROPERLY VENTED TO PREVENT SIPHONING OF TRAPS. USE LEAD JACKETS FOR ROOF VENTS ONLY. 7. CONTRACTOR SHALL INSTALL SHOCK ABSORBERS IN PIPING SYSTEM PER PDI GUIDELINES TO PREVENT NOISE AND DAMAGE DUE TO WATER HAMMER. ALL BRANCH PIPING SHALL HAVE ACCESSIBLE SERVICE VALVES. 8. ALL HOT WATER PIPING INCLUDING ALL PIPING IN PIPE CHASES SHALL BE COVERED WITH SPECIFIED INSULATION. INSULATE ALL VALVES AND FITTINGS, EXCEPT UNIONS AND TAPER, SEAL AND COVER ALL INSULATION ENDINGS. 9. THE DOMESTIC WATER PIPING SYSTEM SHALL BE FILLED WITH A SOLUTION CONTAINING 50 PARTS PER MILLION OF CHLORINE AND ALLOWED TO STAND FOR NOT LESS THAN TWENTYFOUR (24) HOURS BEFORE FLUSHING. CHLORINATION SHALL BE PERFORMED AFTER ALL PIPING AND FINAL CONNECTIONS AND 10. TO THE BEST OF THE ENGINEERS KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE FIRE SAFETY STANDARDS AS DETERMINED BY THE LOCAL AUTHORITY IN ACCORDANCE WITH SECTION AND CHAPTER 633, FLORIDA STATUES, FBC 110.8.4.4 2014, FIFTH EDITION. A PLUMBING FIXTURE AND CONNECTION SCHEDULE P -NO FIXTURE DESCRIPTION MOUNTING HEIGHT MIN. CONNECTIONS SPECIFICATION NOTES WASTEI CW HW MANUFACTURER FIXTURE TRIM WASTE TRAP SUPPLY P-1 WATER CLOSET PRESS. ASSIST TANK 1.6 GPF, ADA FLOOR TO RIM 17-1/8- 4" 1 /2" -- KOHLER K-3493 --- --- --- McGUIRE 2169 SEAT. OLSONITE 95 OR EQUAL BY BEMIS OR BENEKE. PROVIDE TANK WITH HANDLE ON OPEN SIDE OF STALL OR ROOM. ELJER EQUAL --- --- --- ___ JAMER. STD. EQUAL --- --- --- --- P-2 LAVATORY WALL HUNG 19-1/4"x17-1/4" 4" CENTER HOLES FLOOR TO RIM 34" 1 1 /4" 1 /2" 1 /2" KOHLER K-1728 --- K -7131-A McGUIRE 8902C McGUIRE LF2165 PROVIDE LEONARD 170 -LF ASSE 1070 MIXING VALVE SET AT 105' F., PRE -MOLDED, PRE -INSULATED COVER FOR TRAP AND SUPPLIES, ZURN Z1231 OR EQUAL IN WALL CARRIER. ELJER EQUAL --- EQUAL --- --- CHICAGO FAUCETS --- 2200-4E2805AB P --- --- P-3 WATER FOUNTAIN HI/LO WALL 1 1/2" 1/2" WCO ELKAY EZSTL8C --- --- McGUIRE 8912C McGUIRE LF2165 PLANS 58600 --- --- --- TP PRECISION PLUMBING "OREGON #1" TRAP PRIMER WITH 1/2" CW ROUTED BELOW SLAB TO FLOOR DRAIN/SINK. HD P-4 SERVICE SINK 20"x20"x14" FLOOR MOUNTED 3" 1/2- 1/2- E.L.MUSTEE 18F T -10 -VB --- --- --- FAUCET EQUIPPED WITH VACUUM BREAKER. ZURN Z812N1 --- --- --- --- --- --- P-5 ELECTRIC WATER HEATER, 30 GALLON STORAGE CAPACITY SEE DETAIL--- - / 4" 3/4 " A.O.SMITH DEL -30 30 GALLON STORAGE, 4.5 KW, 208/10 LOCHINVAR EQUAL --- --- --- --- BRADFORD WHITE EQUAL System No. W -L-2128 F Rating -1 and 2 Hr (See Item 1) Classified by T Rating - 0 Hr Underwriters Laboratories, Inc. to UL 1479 SECTION A -A 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 specified in the individual U300, U400, V400 or W400 Series Wall and Partition Designs in the UL Fre 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. (51 by 102 mm) lumber spaced 16 in. (406 mm) OC. Steel studs to be min 2-1/2 in. (64 mm) wide and spaced max 24 in. (610 mm) OC. B. (0rpsum Board* -5/8 in. (16 mm) 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 Wall and Partition Design. Max diem of opening is 3-1/2 in. (89 mm). 2. Metallic Sleeve Optional -Nom 3-1/2 in. (89 mm) (or smaller) cylindrical sleeve fabricated from min 0.016 in. thick (28 gauge) golly sheet steel and having a min 1-1/4 in. (32 mm) lap salmg longitudinal seam. Length of sleeve to be installed flush with wall surfaces. 3. Through Penetrants -One nonmetallic pipe installed within the firestop system.. Pipe may be installed at an angle not greater than 45 degrees from perpendicular. Pipe to be rigidly supported on both sides of wall assembly. The space between pipe and periphery of opening shall be min 1/4 in. (6 mm) to max 11/16 in. (17.5 mm). The following types and sizes of nonmetallic pipes may be used: A Polyvinyl Chloride (PVC) Pipe - Nom 2 in. (51 mm) diam (or smaller) Schedule 40 PVC pipe for use in dosed (process or supply) or vented (drain, waste or vent) piping systems. B. Chlorinated Polyvinyl Chloride (CPVC) Pipe -Nom 2 in. (51 mm) diam (or smaller) SDR13.5 CPVC pipe for use in closed (process or supply) piping systems. 4. Fill, Void or Cavity Materials* - Sealant - For 1 hr F Rating, min 5/8 in. (16 mm) thickness of fill material applied within the annulus, flush with both surfaces of wall. For 2 hr F Rating, min 1-1/4 in. (32 mm) thickness of fill material applied within annulus, flush with both surfaces of wall. HILTI CONSTRUCTION CHEMICALS, DN OF HILTI INC -FS-ONE Sealant or FS -ONE MAX Intumescent Sealant * Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. RATED WALL ASSEMBLY DETAIL 2H0UR-PVC/CPUC (=>2") HEAT TRAP CHW TO FIXTURES -f CHECK VALVE (TYP.) CW SUPPLY BALL VALVE (TYPICAL) -0-2 GALLON EXPANSION TANK P&T RELIEF VALVE DILECTRIC UNION DRAINPAN-\ I I ( /-DISCHARGE OVER DRAIN PAN FLOOR ROUTE TO HUB DRAIN MOUNT ON STAND TO RAISE WATER HEATER ABOVE HUB DRAIN WATER HEATER PIPING DIAGRAM Mrs DRAIN AND CLEANOUT SCHEDULE MARK OUTLET STRAINER MANUFACTURER'S NUMBERS SIZE SIZE NOTES +� t INSTALL JOSAM WADE ZURN TYPE FD 3" 8"X8" 30000-S W -1100-G Z -415-S NICKEL BRONZE TOP. 1/2 - /2"TRAP .. �11a31't, TRAP PRIMER CONNECTION. PRECISION PLUMBING "OREGON #1 TRAP PRIMER FCO SEE FLOOR 58363 EQUAL Z-1400 BRONZE PLUG. NIKALOY TOP. PLANS WCO SEE WALL 58910/ EQUAL Z-1446 BRONZE PLUG. STAINLESS PLANS 58600 STEEL WALL COVER. TP PRECISION PLUMBING "OREGON #1" TRAP PRIMER WITH 1/2" CW ROUTED BELOW SLAB TO FLOOR DRAIN/SINK. HD HUB DRAIN. PROVIDE 2" P -TRAP, AND TRAP PRIMER IF NOT SERVING AN ICE MAKER. INSULATE FIRST FIVE FEET AFTER AND INCLUDING P -TRAP WHEN RECEIVING ICE MAKER DRAINS IN MULTI STORY BUILDINGS. BROCK R SHRADER, Na 72496 DESIGN THREE ASSOCIATES 815 ORIENTA AYE. SUITE 1050 ALTAMONTE SPRINGS, FL 32701 (407) 834.2444 AAP000452 PROJECT: N0:117029 INTERIOR ALTERATION UNIT 500 RECONFIGURATION 2913 S. ORLANDO DRIVE SANFORD, FLORIDA 32773 ISSUE: DATE: FOR CONSTRUCTION: 12-8-I'1 I� GODE COMMENTS: 2-21-18 COPYRIGHT ® 2017 - DESIGN THREE ASSOCIATES RESERVES ALL RIGHTS FOR WHICH THESE DOCUMENTS WERE ORIGINALLY CREATED, EVOLVED AND DEVELOPED. REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE PROHIBITED WITHOUT WRITTEN PERMISSION FROM DESIGN THREE ASSOCIATES. SHEET: P2.0 +� t \ A• .�- G � � • .. �11a31't, BROCK R SHRADER, Na 72496 DESIGN THREE ASSOCIATES 815 ORIENTA AYE. SUITE 1050 ALTAMONTE SPRINGS, FL 32701 (407) 834.2444 AAP000452 PROJECT: N0:117029 INTERIOR ALTERATION UNIT 500 RECONFIGURATION 2913 S. ORLANDO DRIVE SANFORD, FLORIDA 32773 ISSUE: DATE: FOR CONSTRUCTION: 12-8-I'1 I� GODE COMMENTS: 2-21-18 COPYRIGHT ® 2017 - DESIGN THREE ASSOCIATES RESERVES ALL RIGHTS FOR WHICH THESE DOCUMENTS WERE ORIGINALLY CREATED, EVOLVED AND DEVELOPED. REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE PROHIBITED WITHOUT WRITTEN PERMISSION FROM DESIGN THREE ASSOCIATES. SHEET: P2.0 a DIVISION 16 - ELECTRICAL SPECIFICATIONS 16000 GENERAL ELECTRICAL REQUIREMENTS A. THE COMPLETE ELECTRICAL INSTALLATION SHALL COMPLY WITH THE LATEST ADOPTED EDITION OF THE FOLLOWING CODES & STANDARDS., A.1. NFPA 70 NATIONAL ELECTRICAL CODE 2011 ED. A.2. NFPA 90A STANDARD TO THE INSTALLATION OF AIR CONDITIONING AND VENTILATING SYSTEMS. A.3. NFPA 101 LIFE SAFETY CODE 2014 ED. A.4. NFPA 110 STANDARD FOR EMERGENCYAND STANDBY POWER SYSTEMS. A.5. ANSI A 117.1 ACCESSIBILITY CODE. A.6. FLORIDA AMERICANS WITH DISABILITIES ACCESSIBILITY IMPLEMENTATION ACT AS DESCRIBED INACCESSIBILITY REQUIREMENTS MANUAL, DEPARTMENT OF COMMUNITY AFFAIRS. A. 7. AMERICANS WITH DISABILITIES ACT. A.8. FLORIDA BUILDING CODE 2014, FIFTH EDITION. A.9. OSHA 29 CFR PART 1926. B. 'FURNISH AND INSTALL' AND 'PROVIDEARE EQUIVALENT TERMS WHICH INDICATE MATERIAL AND/OR EQUIPMENT SUPPLIED AND INSTALLED BY THIS CONTRACTOR. 'FURNISHED' DENOTES MATERIAL OR EQUIPMENT SUPPLIED BUT NOT INSTALLED BY THIS CONTRACTOR. 'INSTALLED' DENOTES THE SETTING IN POSITION OR CONNECTION OF MATERIAL OR EQUIPMENT BY THIS CONTRACTOR BUT SUPPLIED BY OTHERS. C. IT IS THE REQUIREMENT OF THESE CONTRACT DOCUMENTS TO HAVE THE CONTRACTOR PROVIDE SYSTEMS AND COMPONENTS THAT ARE FULLY COMPLETE AND OPERATIONAL AND FULLY SUITABLE FOR THE INTENDED USE. D. DRAWINGS ARE DIAGRAMMATIC AND SHOULD NOT BE SCALED TO DETERMINE EXACT LOCATIONS. VERIFYALL LOCATIONS AND REQUIREMENTS OF EQUIPMENT FURNISHED AND/OR INSTALLED BY OTHERS BEFORE ROUGHING IN. E. ELECTRICAL SYSTEMS SHALL BE INSTALLED AS A COMPLETE INSTALLATION. INCIDENTAL DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT NECESSARY FOR PROPER INSTALLATION AND F PREBID SURVEY. G. THIS CONTRACTOR SHALL SURVEY THE JOBSITE PRIOR TO SUBMITTING THEIR BID TO DETERMINE THE FOLLOWING. G.O. a. AREAS REQUIRING DEMOLITION, TEMPORARY POWER, RELOCATING, ETC. WHICH ARE INADVERTENTLY NOT SHOWN ON THE DRAWINGS. G.O.b. PROBLEMS WITH WORK SEQUENCE. G.1. ANY UNUSUAL CONDITIONS NOT SHOWN ON THE DRAWINGS SHALL BE REPORTED TO THE ENGINEER PRIOR TO BIDDING. H. ACCEPTABLE MANUFACTURERS: THE LISTING OFA MANUFACTURER AS "ACCEPTABLE" UNDER ANYDIVISION 16 REQUIREMENTS DOES NOT IMPLYAUTOMATIC APPROVAL. ITIS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT ANY SUBMITTALS MADE ARE FOR PRODUCTS THAT MEET OR EXCEED THE SPECIFICATIONS INCLUDED HERE. I. OPERATION AND MAINTENANCE MANUALS: UPON COMPLETION OF THE WORK, BUT BEFORE FINAL ACCEPTANCE OF THE SYSTEM AND REQUEST FOR FINAL PAYMENT, FURNISH THE OWNER, FOR APPROVAL, OPERATION AND MAINTENANCE MANUALS IN LOOSE-LEAF BINDERS. THESE MANUALS SHALL INCLUDE, ATA MINIMUM, THE FOLLOWING: 1.1. SUBMITTAL DATA STATING EQUIPMENT RATING AND SELECTED OPTIONS FOR EACH PIECE OF EQUIPMENT REQUIRING MAINTENANCE. 1.2. OPERATION MANUALS AND MAINTENANCE MANUALS FOR EACH PIECE OF EQUIPMENT REQUIRING MAINTENANCE. REQUIRED ROUTINE MAINTENANCE ACTIONS SHALL BE CLEARLY IDENTIFIED. 1.3. NAMES AND ADDRESSES OF AT LEAST ONE QUALIFIED SERVICE AGENCY. 1.4. REFERENCE: FBC-EC 405.74.2 -5TH EDITION. J. RECORD DRAWINGS: WITHIN 30 DAYS AFTER THE DATE OF SYSTEM ACCEPTANCE, RECORD DRAWINGS OF THE ACTUAL INSTALLATION SHALL BE PROVIDED TO THE BUILDING OWNER, INCLUDING: J.1. A SINGLE -LINE DIAGRAM OF THE BUILDING ELECTRICAL DISTRIBUTION SYSTEM J.2. FLOOR PLANS INDICATING LOCATION AND AREA SERVED FOR ALL DISTRIBUTION. J.3. REFERECE: FBC-EC C405.7.4.1 -5TH EDITION. K. PROVIDE OWNER WITH A RECORD SET OF AS -BUILT DRAWINGS. L. PROVIDE TEMPORARY ELECTRICAL POWER TO JOBSITE FOR THE DURATION OF THE PROJECT. M. SUBMIT SHOP DRAWINGS TO ARCHITECT FOR ALL ELECTRICAL ITEMS. THE SHOP DRAWINGS SHALL BE SUBMITTED COMPLETE FOR ALL ELECTRICAL ITEMS. INCOMPLETE SUBMITTALS WILL BE RETURNED WITHOUT BEING REVIEWED OR THE CONTRACTOR SHALL AGREE TO PAY THE ELECTRICAL ENGINEER DIRECTLY AT AN HOURLY RATE OF $200.00 TO REVIEW SUBSEQUENT SUBMITTALS. SHOP DRAWING RE -SUBMITTALS DUE TO REJECTIONS FOR NOT SUBMITTING THE SPECIFIED ITEMS ARE ALSO SUBJECT TO THE HOURLY REVIEW FEE. N. DIVISION 16 SUB -CONTRACTOR SHALL REVIEW DIVISION 15 SHOP DRAWINGS AND VERIFY EQUIPMENT VOLTAGE, PHASE AND AMPS PRIOR TO ROUGH -IN OF ALL EQUIPMENT. 0. ALL EQUIPMENT, DEVICES, ETC. FURNISHED BY ELECTRICAL CONTRACTOR SHALL BE U.L. LISTED (OR EQUIVALENT NATIONAL TESTING AGENCY) FOR ITS INTENDED PURPOSE. INFORM OWNER THAT ALL OWNER FURNISHED EQUIPMENT, DEVICES, ETC. MUST ALSO HAVE A U. L. LISTING (OR EQUIVALENT LISTING). A ALL ELECTRICAL COMPONENTS (CONDUIT, WIRE, FITTINGS, SUPPORTS, CIRCUIT BREAKERS, LAMPS, ETC.) PROVIDED AND INSTALLED IN THIS PROJECT SHALL BE BRAND NEW. RE -USE OF EXISTING COMPONENTS WILL NOT BE APPROVED. Q. UTILITY COORDINATION: CONTRACTOR SHALL SUBMIT A COMPLETE SET OF CONSTRUCTION DOCUMENTS TO UTILITY COMPANY IMMEDIATELYAFTER RECEIVING NOTICE TO PROCEED OR PRIOR TO ANY SITE OR BUILDING ROUGH -IN. COORDINATE EASEMENT LOCATIONS BETWEEN OWNER AND UTILITY COMPANY. VERIFY WITH UTILITY COMPANY. PROPOSED VOLTAGE, PHASE, POLE/PAD-MOUNT TRANSFORMER LOCATIONS, METERING, UTILITY PRIMARY ROUTING AND CONDUIT REQUIREMENTS, ETC. R. DOCUMENT CONFLICTS: IF THERE IS A CONFLICT IN THE DRAWINGS AND/OR SPECS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MORE EXPENSIVE OPTION. S. COMPLETE ELECTRICAL INSTALLATION SHALL CONFORM TO ALL BASE BUILDING REQUIREMENTS. OBTAIN COPY AT PRE-BID AND INCLUDE ALL REQUIREMENTS IN BID. 16020 ELECTRICAL IDENTIFICATION A. PROVIDE CABLE/CONDUCTOR IDENTIFICATION BANDS. B. PROVIDE ENGRAVED PLASTIC LAMINATE SIGNS, WHITE LETTERING ON A BLACK BACKGROUND, FOR EACH UNIT OF THE FOLLOWING CATEGORIES OF ELECTRICAL WORK: SWITCHBOARDS, MOTOR STARTERS, TRANSFORMERS, PANELBOARDS, DISCONNECTS, AND JUNCTION BOXES. NAME PLATES SHALL IDENTIFY PANEL DESIGNATION (NAME), VOLTAGE, PHASE AND WIRE CONFIGURATION. C. PROVIDE ENGRAVED SIGNAGE FOR ALL SERIES AIC RATED ELECTRICAL GEAR IN ACCORDANCE WITH NEC 110.22(C). 16040 ELECTRICAL DEMOLITION AND ALTERATIONS A. ANY EXISTING CIRCUITS OR EQUIPMENT NOT SHOWN ON DRAWINGS AND WHICH ARE LOGICALLY EXPECTED TO BE CONTINUED IN SERVICE SHALL BE RECONNECTED IN AN APPROVED MANNER. B. WIRING TO ELECTRICAL EQUIPMENT BEING DISCONNECTED SHALL BE REMOVED BACK TO THEIR 0VERCURRENT DEVICE OR BACK TO NEAREST ACTIVE JUNCTION BOX. C. CONTRACTOR SHALL PROVIDE SUPPORT FOR EXISTING CONDUIT IN REMODELED AREA THAT IS TO REMAIN AND IS NOT PROPERLY SUPPORTED IN ACCORDANCE WITH N.E.C. REQUIREMENTS. D. EXCEPT FOR CONDUIT, CONDUCTORS AND MISCELLANEOUS HARDWARE, ALL ELECTRICAL EQUIPMENT SHALL REMAIN THE PROPERTY OF THE OWNER AND SHALL BE STORED OR DISPOSED OF AS DIRECTED BY OWNER. E. ALL LAMPS AND BALLASTS REMOVED THAT ARE NOT TURNED OVER TO OWNER SHALL BE PROPERLY DISPOSED WITH CERTIFICATION TO CONFIRM PROPER DISPOSAL. 16111 CONDUIT AND WIRING A. MINIMUM SIZE CONDUIT SHALL BE 112". DOES NOT APPLY TO MC CABLE. B. CONDUIT SHALL BE MC CABLE, ELECTRICAL METALLIC TUBING, OR RIGID GALVANIZED STEEL CONDUIT. SCHEDULE 40 PVC CONDUIT IS ALLOWED FOR CONDUITS IN/UNDER THE SLAB AND UNDERGROUND. MC CABLE MAY NOT BE USED FOR ANY HOMERUN. C. ALL CONDUIT SHALL BE CONCEALED. CONDUIT SHALL BE MC OR EMT IN INTERIOR AREAS, AND RIGID GALVANIZED STEEL CONDUIT IN EXTERIOR AREAS. D. COORDINATE ROUTING (LOCATION) OF CONDUIT WITH HVAC DUCTWORK, PLUMBING PIPING AND SPRINKLER PIPING. E. SECURE CONDUIT IN PLACE WITH CORROSION -PROOF ALLOY STRAPS AT SPACINGS AS REQUIRED BYN.E.C. CONDUIT SHALL BE SECURED TO BUILDING STRUCTURE. F. INSTALL FLEXIBLE STEEL CONDUIT NOT OVER 3' LONG TO MOTORS, TRANSFORMERS AND EQUIPMENT SUBJECT TO VIBRATION. G. INSTALL LIQUID -TIGHT FLEXIBLE CONDUIT NOT OVER 3' LONG WHERE SUBJECT TO MOISTURE, DIRT OR FUMES. H. TYPE MC CABLE SHALL BE OF THE INTERLOCKING JACKET TYPE. CABLE SHALL BE SUPPORTED AT NOT MORE THAN SIX-FOOT INTERVALS, AND ALL FITTINGS SHALL BE IDENTIFIED FOR USE WITH SAID CABLE. MC CABLE SHALL NOT BE USED FOR SERVICE ENTRANCE OR /N EXPOSED AREAS. MC CABLE MAYBE USED ABOVE DROP CEILINGS AND IN INTERIOR PARTITIONS. I. CONTRACTOR SHALL MINIMIZE FLOOR SLAB PENETRATIONS. J. ALL CONDUIT RUNS SHALL BE DESIGNED TO PRESENT A NEAT AND ORDERLYAPPEARANCE, RUNNING LINES PARALLEL WITH BUILDING STRUCTURE OR WALLS. K. ROOFTOP UNITS AND EXHAUST FANS ARE TO BE WIRED THROUGH THE ROOF CURBS OR UTILIZE FACTORY -FABRICATED ROOF PIPING CURBS. PITCH POCKETS ARE NOT ALLOWED. L. ROMEX CABLE IS NOT PERMITTED. M. CONDUIT SHALL BE ROUTED PERPENDICULAR THROUGH RATED WALLS. PROVIDE PROPER SLEEVES AND FIRE SAFING/SEALANTS. N. PROVIDE UL APPROVED FIRE SEALS FOR ALL FIRE RATED WALL AND FLOOR PENETRATIONS. 0. ALL WIRING INSTALLED UNDER METAL -CORRUGATED SHEET ROOF DECKING SHALL BE INSTALLED 1 112" FROM THE NEAREST SURFACE OF THE ROOF DECKING. P. ALL CONDUIT IN OPEN CEILING OFFICE AREAS FOR POWER AND COMMUNICATIONS SHALL BE EMT. 16115 CONDUIT FITTINGS A. COMPRESSION TYPE OR SETSCREW TYPE SHALL BE UTILIZED. B. PROVIDE PROPER EXPANSION FITTINGS WHEN CROSSING BUILDING EXPANSION LINES. 16130 BOXES A. WALL OUTLET BOXES SHALL BE 41NCH SQUARE MINIMUM WITH A TOTAL DEPTH OF LESS THAN 2-112" GALVANIZED PRESSED STEEL WITH PLASTER RINGS OR GANG COVER, OR SIZED AS REQUIRED. B. WHERE MORE THAN TWO SWITCHES OR DEVICES ARE LOCATED AT ONE POINT, USE GANGED BOXES AND COVERS. C. ALL BOXES FOR ELECTRICAL EQUIPMENT SHALL HAVE COVERS. D. DO NOT INSTALL BOXES BACK TO BACK OR THROUGH WALL. OFFSET OUTLET BOXES ON OPPOSITE SIDES OF WALL A MINIMUM OF 12 INCHES OR ON OPPOSITE SIDES OF STUD IN PARTITION WALLS. WHERE BACK TO BACK BOXES CANNOT BE AVOIDED, PROVIDE GYPSUM BOARD BETWEEN BOXES. E. PROVIDE PUTTY PADS ON ALL BOXES IN ALL RATED WALLS. PER FBC 714.3.2 EXCEPTION 1.4. F. IFA K. 0. IS AVAILABLE IN THE BASE JUNCTION BOX, THEN NO TERMINATIONS ARE ALLOWED IN THE EXTENSION RINGS. G. SYSTEMS FURNITURE DATA FEED BOXES SHALL BE A 4-11116" DEEP BOX MINIMUM, OR AS REQUIRED. 16140 WIRING DEVICES A. WIRING DEVICES SHALL BE MANUFACTURED BY HUBBELL, BRYANT OR LEVITON. B. RECEPTACLES SHALL BE HEAVY DUTY DUPLEX, 2 POLE, 3 WIRE, GROUNDING, 20 AMP, 125 VOLT, DESIGNED FOR SIDE AND BACK WIRING WITH NEMA CONFIGURATION 5-20R. DESIGN SELECTION: HUBBELL CR -53524 MATCH BUILDING STANDARDS. C. PLUG -LOAD CONTROLLED SINGLE/SPLIT FACE RECEPTACLES SHALL BE NEMA 5-20R AND EQUAL TO HUBBELL BR20C l/. D. PLUG -LOAD CONTROLLED DOUBLE FACED RECEPTACLES SHALL BE NEMA 5-20R AND EQUAL TO HUBBELL BR20C21. E. PLUG -LOAD CONTROLLED RECEPTACLE LABELS SHALL BE APPLIED TO ALL EXISTING RECEPTACLES RE -WIRED TO BE PLUG -LOAD CONTROLLED. LABEL USED SHALL BE EQUAL TO HUBBELL CL60. F. GROUND FAULT CIRCUIT INTERRUPTER RECEPTACLES SHALL BE NEMA 5-20R AND EQUAL TO HUBBELL GFR -5352-I. G. SWITCHES SHALL BE HEAVY DUTY SINGLE POLE AC QUIET SWITCHES, 20 AMPERES, EQUAL TO HUBBELL CS -12214 CS-1223-1HREE-WA CS-1224-1(FOUR-WAY). H. PROVIDE SMOOTH NYLON COVE S FOR ALL EVICES. 16155 MOTOR STARTERS A. PROVIDE STARTER OF NEMA SIZE AND VOLTAGE RATING COMPATIBLE WITH MOTOR. B. MANUFACTURERS SHALL BE G.E., SQUARED' OR SIEMENS. C. AC FRACTIONAL HORSEPOWER MANUAL STARTERS, 2 POLE, SIZE AND RATING AS REQUIRED. EQUIP WITH MANUALLY OPERATED TOGGLE -MECHANISMS; AND WITH ONE PIECE MELTING ALLOY TYPE THERMAL UNITS, GREEN PILOT LIGHT, AND SWITCH CAPABLE OF BEING PAD -LOCKED OFF. ENCLOSE STARTER /N NEMA TYPE 1 ENCLOSURE. SQUARE 'D' TYPE 'P. D. MANUAL MOTOR STARTING SWITCHES, 2 POLE, TOGGLE TYPE WITHOUT OVERLOAD PROTECTION, SIZE AND RATING AS REQUIRED. NEMA 1 ENCLOSURE WITH SWITCH TOGGLE GUARD WITH OFF LOCK -OUT FEATURE, SQUARE 'D' TYPE W. 16160 PANELBOARDS A. INSTALL PANELBOARDS SO TOP BREAKER /S NOT HIGHER THAN 6'-0" ABOVE FLOOR. B. LUGS SHALL BE 90'C RATED, AND COMPATIBLE WITH FEEDER SIZES. C. PANELBOARD SHALL INCLUDE COMPLETE TYPEWRITTEN DIRECTORY. D. CONTRACTOR SHALL ORDER PANELS IN CORRECT 'TOP' OR 'BOTTOM' FEEDER ENTRY LOCATION AS REQUIRED BYFIELD CONDITIONS. DO NOT WRAP CONDUCTORS AROUND INSIDE OF PANEL. E. PROVIDE SPARE CONDUITS TO CEILING CAVITYFOR SPARES/SPACES /N RECESSED PANELBOARDS. PROVIDE (1 3/4"C. FOR EVERY 3 SPACES. F. PROVIDE U. L. LISTED BREAKERS FOR EXISTING PANELBOARDS TO MATCH MANUFACTURER AND AIC RATING. G. ALL BREAKERS SERVING MECHANICAL, REFRIGERATION, OR OTHER EQUIPMENT WHERE REQUIRED, SHALL BE HACK RATED. CONTRACTOR SHALL ORDER PANELS IN'TOP FEED' OR 'BOTTOM FEED' TO MATCH LOCATION OF MAIN BREAKER WHENEVER MAIN CIRCUIT BREAKERS ARE SPECIFIED. 16170 MOTOR AND CIRCUIT DISCONNECTS A. DISCONNECT SWITCHES MAYBE GENERAL DUTY FOR 240V. B. PROVIDE RAIN -TIGHT HUBS FOR EXTERIOR DISCONNECTS. C. PROVIDE CLASS R REJECTION FUSE CLIPS AND CLASS R CURRENT LIMITING FUSES, 200K AIC. D. FUSES SHALL BE MANUFACTURED BYBUSSMAN, LITTLE OR GOULD-SHAWMUT. 16190 SUPPORTING DEVICES A. LIGHTING FIXTURES SHALL BE SUPPORTED WITH #12 GAGE WIRE FROM BUILDING STRUCTURE. AND NOT FROM CEILING GRID. SECURE A MINIMUM OF TWO CORNERS (OPPOSITE) TO STRUCTURE ABOVE WITH CHAIN OR WIRE AND FASTEN TO CEILING GRID PER NEC 410.36. B. FASTEN CONDUIT TO STRUCTURAL PARTS OF BUILDING. 16450 GROUNDING A. PROVIDE INSULATED GROUND CONDUCTORS IN ALL CONDUITS. B. PROVIDE GROUNDING BUSHINGS FOR FEEDER CONDUITS. AYS METAL ENCLOSURES ETC SHALL BE BOND BY USE C. ALL METAL BOXES, W1REW ED OF GROUNDING BUSHINGS AND BONDING JUMPERS, DOUBLE LOCKNUTS FOR METAL RACEWAYS OR ANY OTHER UL LISTING BONDING DEVICES AND METHODS PER NEC250. !F CONDUIT !S PLASTIC ON INCOMING AND OUTGOING ON A METAL BOX, ENCLOSURE, OR RACEWAY, THEN PROVIDE BONDING CONDUCTOR AND BOND AT METAL DEVICE AND AT OPPOSITE END GROUND LUGS AS REQUIRED TO ENSURE ALL METAL BOXES, WIREWAYS, AND METAL ENCLOSURES ARE BONDED PER NEC 250. 16500 LIGHTING A. U.L. LABELS MUST APPEAR ON ALL NEW LIGHTING FIXTURES. FLEXIBLE CONDUIT TAILS, UP TO SIX FEET IN LENGTH, MAY BE USED BETWEEN JUNCTION BOXES AND RECESSED LIGHTING FIXTURES. OUTLET BOXES MAY SERVE UP TO FOUR SEPARATELY RECESSED FIXTURES. BALLASTS SHALL BE ELECTRONIC HIGH-POWER FACTOR CBM LABELED. ALL LIGHT FIXTURES SHALL BE RETURN AIR PLENUM RATED REGARDLESS OF CATALOG NUMBER ON LIGHTING FIXTURE SCHEDULE. B. PROVIDE PROPER TRIM PER REFLECTED CEILING PLAN OR ACTUAL CEILING INSTALLED. C. PROVIDE NEW LAMPS IN ALL NEW FIXTURES. D. LIGHTING FIXTURES /N MECHANICAL ROOMS, ETC., SHALL BE COORDINATED WITH EQUIPMENT. E. LAMPS SHALL BE MANUFACTURED BYOSRAM-SYLVANIA, G.E., PHILLIPS OR VENTURE. F. BALLASTS SHALL BE MANUFACTURED BY OSRAM-SYLVANIA, MAGNETIC -UNIVERSAL, ADVANCE, ESI OR VENTURE. G. EMERGENCY BATTERY BALLASTS SHALL BE 1400 LUMENS MINIMUM. H. PROVIDE ADDITIONAL BALLAST IN ALL FIXTURES INDICATED ON DRAWINGS AS BEING CONTROLLED VIA'DUAL LEVEL SWITCHING.' L ALL INTERIOR LAMPS SHALL BE 30000K, 3500°K, 4100'K KELVIN TEMPERATURE. COORDINATE WITH ARCHITECT FOR EXACT COLOR REQUIRED. J. EMERGENCY BATTERY BALLASTS AND BATTERY OPERATED EXIT SIGNS AND/OR EMERGENCY LIGHTS SHALL BE WIRED AHEAD OF LOCAL SWITCHING MEANS. K ALL BALLASTED FIXTURES (EXISTING AND NEW) IN SCOPE OF WORK AREA SHALL BE PROVIDED WITH INTEGRAL SIMULTANEOUS HOT/NEUTRAL MAINTENANCE DISCONNECT. 16741 COMMUNICATIONS CONDUIT RACEWAY SYSTEM A. PROVIDE 1 114"C. FROM 4" SQUARE COMMUNICATIONS OUTLET BOX TO ACCESSIBLE CEILING CAV17YAND TERMINATE WITH PLASTIC BUSHINGS, BENDS: SIX TIMES INTERNAL DIAMETER OF CONDUIT. PROVIDE NYLON PULL STRING. PROVIDE THIS FOR ALL COMMUNICATIONS DEVICES INCLUDING BUT NOT LIMITED TO DATA, PHONE, SECURl11; CARD READERS, MAG-LOCK/DOOR STRIKES, N, VIDEO, ETC. UNLESS INDICATED OTHERWISE. B. PROVIDE 3/418'X4' HIGH FIRE RETARDANT TREATED PLYWOOD BACKBOARDS IN WIDTHS AS SHOWN ON DRAWINGS. PAINT WITH FIREPROOF GREY PAINT. PROVIDE #61NSULATED COPPER GROUND WIRE FROM BACKBOARD TO SERVICE GROUND. 16900 TESTING AND A. TESTING AND DOCUMENTATION SHALL BE PROVIDED AS FOLLOWS: A.1. ALL CONDUCTORS SHALL BE MEGGERED BEFORE FINAL CONNECTIONS. A.2. GCFI EQUIPPED BREAKERS SHALL BE PERFORMANCE TESTED. A.3. LIGHTING CONTROL SYSTEMS SHALL BE TESTED FOR PROPER OPERATION OF SETPOINTS. ENERGY CODE COMPLIANCE: 1. THIS DESIGN COMPLIES WITH F.B. C. CHAPTER 4 2014 FBC (57H EDITION) ENERGY CONSERVATION SECTION C405 FOR AUTOMATIC SHUT-OFF OFALL INTERIOR BUILDING LIGHTING. 2. THIS DESIGN COMPLIES WITH F.B. C. CHAPTER 4 2014 FBC (57H EDITION) ENERGY CONSERVATION, SECTION C405.2.1.1 FOR INDEPENDENT CONTROL DEVICES IN EACH ENCLOSED SPACE WITH CEILING HEIGHT PARTITIONS. VOLTAGE DROP COMPLIANCE: 1. THIS DESIGN COMPLIES WITH F.B. C. CHAPTER 4 2014 FBC (57H EDITION) ENERGY CONSERVATION, SECTION C405.73 VOLTAGE DROP FOR BOTH FEEDERS AND BRANCH CIRCUIT CONDUCTORS. EQUIPMENT TERMINATIONS CONTRACTOR REQUIREMENTS: 1. ALL EQUIPMENT TERMINATIONS /N ALL NEW EQUIPMENT SHALL BERATED FOR 90'C OR HIGHER. LUGS /N EXISTING ELECTRICAL EQUIPMENT, IF NOT 90'C RATED LUGS, SHALL BE REPLACED WITH 90' RATED LUGS. NEC 110.14(C))(1)((9)(3, AND NEC 110.14(C (1) HAS REQUIREMENTS WHEN LUGS ARE ONLY RATED FOR 60°C AIJD 75°C, HOWEVER THESLl CONTRACT DOCUMENTS REQUIRE ALL NEW OR EXISTING EQUIPMENT LUGS TO BE 90'C OR HIGHER OR SHALL BE REPLACED. THIS 16120 WIRES, CABLES AND CONNECTORS INCLUDES UPGRADING LUGS TO 90'x' IN FnIIIPA/IFNT NnT FIIRNICbIFn PYT14F F r A. ALL CONDUCTORS SHALL BE COPPER WITH 600V 90'C WITH THHN/THWN-2 INSULATION FOR USE. WITHIN BUILDING CONFINES. WHERE INSTALLED BEYOND THE BUILDING CONFINES, SUCH AS /N UNDERGROUND FEEDER BANKS OR CIRCUITRY TO SITE LUMINAITES IT SHALL BE COPPER WITH 600V, 90', XHHW-2 INSULATION. PROVIDE XHHW-2 INSULATION FOR ALL WIRING SERVING ROOFTOP EQUIPMENT. B. USE SOLID CONDUCTOR, SINGLE CONDUCTOR, NO. 12 AWG MINIMUM FOR GENERAL USE WIRING. C. USE STRANDED CONDUCTOR, SINGLE CONDUCTOR NO. 12 AWG AND LARGER, FOR MOTORS AND OTHER INSTALLATIONS WHERE VIBRATION IS GENERATED. D. COLOR -CODING SHALL IDENTIFY THE SAME PHASE THROUGHOUT THE SYSTEM, FROM SERVICE SWITCH OR TRANSFORMER THROUGH ALL BRANCH CIRCUITRY. ALL WIRING SHALL BE COLOR -CODED AS FOLLOWS: 208/120 VOLT 480/277 VOLT PRMTT-FMK PAASFT-TMWN PHASE B -RED PHASE B -ORANGE PHASE C -BLUE PHASE C -YELLOW NEUTRAL -WHITE NEUTRAL -WHITE WITH TRACER OR GRAY E. A STANDARD 500V MEGGER INSULATION TEST SHALL BE MADE AND RECORDED FOR ALL FEEDER CIRCUITS. PROVIDE A COPY OF TEST RESULTS TO ENGINEER FOR REVIEW. F. PROVIDE LUGS FOR FEEDER SIZES INDICATED ON DRAWINGS OR AS REQUIRED. G. LUGS FOR ALL ELECTRICAL EQUIPMENT TERMINATIONS SHALL BE 90'C RATED. H. WIRE SIZE FOR 120V BRANCH CIRCUITS SHALL BE PER THE FOLLOWING LENGTH OF RUNS: H.1. 0 TO 50 FT: RUN FROM PANELBOARD TO FIRST OUTLET, NO. 12 AWG MINIMUM. H.2. 51 TO 200 FT RUN: INCREASE ONE WIRE SIZE, 1. E. NO. 12 AWG BECOMES NO. 10 AWG TO FIRST OUTLET. H.3. 201 TO 325 FT RUN: INCREASE TWO WIRE SIZES, I.E. NO. 12 AWG BECOMES NO. 8 AWG TO FIRST OUTLET. H.4. 326 AND ABOVE: WIRING SHALL BE SIZED FOR 3% MAXIMUM VOLTAGE DROP. ELECTRICAL SPECIFICATIONS NOT TO SCALE L CONTRACTOR REQUIRED SHOP DRAWING SUBMITTALS SUBMIT COMPLETE SET OF SHOP DRAWINGS TO ENGINEER WITHIN 10 DAYS OF BEING AWARDED THE PROJECT I. SEE CONSTRUCTION START UP CHECK LIST FOR ADDITIONAL SUBMITTAL REQUIREMENTS. 2. LIGHTING FIXTURES. 3. OCCUPANCY SENSORS/LIGHTING CONTROL PANELS. - SUBMIT ENGINEERS LIGHTING PLAN PDF PLAN TO LIGHTING REP TO MARK UP AND VERIFY CONTROLS THEN SUBMIT PDF WITH SHOP DRAWINGS SHOWING REVISIONS/ADDITIONAL DEVICES AS REQUIRED TO MEET ALL DESIGN AND CODE REQUIREMENTS. 4. WIRING DEVICES INCLUDING RECEPTACLES, SWITCHES, POWER POLES, FLOORBOXES OR POKE THRU'S, ETC. 5. GEAR: PANELS, TRANSFORMERS, DISCONNECTS, ETC. NOTES: 1. IFA V.E. HAS BEEN REQUESTED, YOU MUST STATE WHOM REQUESTED THE V.E. AND SHALL MARKALL V.E. ITEMS AS'V.E.'. IF NOT, IT WILL BE REJECTED AND A RE -SUBMITTAL FEE WILL BE CHARGED FOR REVIEW. 2. SUBMIT ALL ITEMS IN ONE EMAIL OR (1) HARD COPY. INCOMPLETE SUBMITTALS WILL BE CHARGED AN ADDITIONAL REVIEW FEE OR WILL BE RETURNED WITHOUT BEING REVIEWED UNTIL SUBMITTAL IS COMPLETE. 3. ALLOW ENGINEER 10 WORKING DAYS TO REVIEW SHOP DRAWINGS. 4. EXPEDITED REVIEW FEE: THE ENGINEER WILL PROVIDE REVIEW OF SUBMITTALS IN 5 DAYS OR LESS FOR AN EXPEDITED REVIEW FEE OF $500.00, IF AGREED TO BE PAID COD BY CONTRACTOR OR A SUPER EXPEDITED REVIEW IN 24 HOURS FROM TIME OF RECEIPT FOR A FEE OF $1,000.00. CONTRACTOR AND ENGINEER MUST AGREE IN ADVANCE AND A CHECK MUST BE GIVEN TO ENGINEER COD, CONSTRUCTION START-UP CHECK LIST -SCOPE OF WORK.• ❑ 1. TRACE OUT ALL EXISTING CIRCUIT NUMBERS TO EXISTING DEVICES AMD EMAIL PANEL SCHEDULES AND MARKED UP ELECTRICAL PLANS WITH THIS INFORMATION TO ENGINEER. ❑ 2. SUBMIT COMPLETE SHOP DRAWINGS WITHIN 10 DAYS OF BEING AWARDED JOB. 113. PROVIDE COORDINATION AND PLANNING WITH ALL OTHER TRADES ON JOB. E-14. VERIFY RATED WALL LOCATIONS WITH ARCHITECTURAL PLANS AND NEW/EXISTING WALL CONSTRUCTION. IF THE EXACT UL PENETRATION DETAIL FOR THE EXACT WALL RATING/CONSTRUCTION IS NOT SHOWN ON ELECTRICAL PLANS, THEN PROVIDE UL PENETRATION REQUIREMENTS TO MEET ACTUAL WALL TYPE AND RATING. ❑ 5. ANY ITEMS ON ELECTRICAL PLANS THAT REQUIRE THE CONTRACTOR TO FIELD VERIFY SHALL BE SUBMITTED WITH SHOP DRAWINGS. FAILURE TO DO THIS WILL DELAY SHOP DRAWING REVIEW OR SHOP DRAWINGS WILL BE REJECTED UNTIL INFORMATION /S SUBMITTED. CONTRACTOR WILL BE RESPONSIBLE FOR ANY COSTS OR DELAYAS A RESULT. ❑ 6. VERIFY CONDUCTOR HOMERUN LENGTHS FOR SPEC 16120 AND UPGRADE AS REQUIRED. ❑ 7. VERIFYALL LUGS ARE 90-C TO ALL EQUIPMENT FURNISHED BY EC OR BY OTHERS. IF NOT, SEE 'EQUIPMENT TERMINATION CONTRACTOR REQUIREMENTS'. ❑ 8. CONTRACTOR SHALL TRACE OUT AND VERIFYALL INFORMATION, INCLUDING GROUNDING AND VOLTAGE(S) ON POWER ONE -UNE DIAGRAM. PROVIDE MARKED UP PDF WITH ANY REVISIONS, CHANGES, ADDITIONS, OR DELETIONS. THIS SHALL INCLUDE ALL PANELS /N SCOPE OF WORD AND PANELS FEEDING PANELS IN SCOPE OF WORK. SUBMIT WITH SHOP DRAWINGS. IF THERE ARE NO CHANGES, SUBMIT LETTER ON COMPANY LETTERHEAD THAT VERIFICATION WAS DONE AND ALL INFORMATION /S CORRECT. THIS LIST IS NOT INTENDED TO CONVEY MEANS AND METHODS OF CONSTRUCTION, NOR IS IT TO LIMIT REQUIREMENTS IN CONSTRUCTION DOCUMENTS. SEE ADDITIONAL SCOPE OF WORK REQUIRED FOR SOME OF THE ABOVE ITEMS IN CONSTRUCTION DOCUMENTS. CONSTRUCTION CLOSE-OUT CHECK LIST -SCOPE OF WORK. El 1. NEW TYPED PANELBOARD DIRECTORIES ❑ 2. ALL SPARE CIRCUIT BREAKERS IN'OFP POSITION ❑ 3. 'AS -BUILT DRAWINGS WITH ACTUAL BRANCH CIRCUITS MARKED ON PLANS. TAKE PHOTOS AND EMAIL TO ENGINEER. ❑ 4. JUNCTION BOX COVERS, PANELBOARDS, TRANSFORMERS, D/SCONECTS, ETC. IDENTIFIED WITH PANEL AND CIRCUIT NUMBERS. ❑ 5. MULTI -POLE BREAKERS INSTALLED WHERE REQUIRED. ❑ 6. COMPLETE LIGHTING SYSTEM FUNCTION TESTING CHECKLIST ON LIGHTING PLANS. ❑ 7. ELECTRICAL CONTRACTOR'S QUALIFIER SHALL HAVE PERSONALLY VISITED SITE TO VERIFY INSTALLATION /S /N ACCORDANCE WITH CONSTRUCTION DOCUMENTS. QUALIFIER SHALL WRITE LEITER STATING THEY PERSONALLY VISITED SITE, AND THAT INSTALLATION /S /N ACCORDANCE WITH CONSTRUCTION DOCUMENTS. SUBMIT THIS LETTER TO THE ENGINEER. ❑ 8. PROVIDE OPERATION AND MAINTENANCE MANUALS TO PROPERTY MANAGEMENT. (SEE SPECIFICATIONS 16000.1) ❑ 9. RECORD DRAWINGS TO OWNER PER ELECTRICAL SPECIFICATION 16000.J. THIS LIST IS NOT INTENDED TO CONVEY MEANS AND METHODS OF CONSTRUCTION, NOR IS IT TO LIMIT REQUIREMENTS IN CONSTRUCTION DOCUMENTS. SEE ADDITIONAL SCOPE OF WORK REQUIRED FOR SOME OF THE ABOVE ITEMS IN CONSTRUCTION DOCUMENTS. LIGHTING SYSTEM FUNCTION TESTING CHECKLIST - SCOPE OF WORK, CONTROLS FOR AUTOMATIC LIGHTING SYSTEMS SHALL COMPLY WITH SECTION FBC-EC C408.3.1 -5TH EDITION TESTING SHALL ENSURE THAT CONTROL HARDWARE AND SOFTWARE ARE CALIBRATED, ADJUSTED, PROGRAMMED, AND IN PROPER WORKING CONDITION IN ACCORDANCE WITH THE CONSTRUCTION DOCUMENTS AND MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE ELECTRICAL CONTRACTOR SHALL CONDUCT THE REQUIRED FUNCTIONAL TESTING. ELECTRICAL QUALIFIER SHALL PROVIDE DOCUMENTATION TO THE CODE OFFICIAL AND THE ENGINEER, CERTIFYING THAT THE INSTALLED LIGHTING CONTROLS MEET THE PROVISIONS OF SECTION C405. WHERE OCCUPANT SENSORS, TIME SWITCHES, PROGRAMMABLE SCHEDULE CONTROLS, PHOTOSENSORS, OR DAYLIGHTING CONTROLS ARE INSTALLED, THE FOLLOWING PROCEDURES SHALL BE PERFORMED: ❑ 1. CONFIRM THAT THE PLACEMENT, SENSITIVITY, AND TIME-OUT ADJUSTMENTS FOR OCCUPANT SENSORS YIELD ACCEPTABLE PERFORMANCE. ❑ 2. CONFIRM THAT THE TIME SWITCHES AND PROGRAMMABLE SCHEDULE CONTROLS ARE PROGRAMMED TO TURN THE LIGHTS OFF. C13. CONFIRM THAT THE PLACEMENT AND SENSIT/V/TYADJUSTMENTS FOR PHOTOSENSOR CONTROLS REDUCE ELECTRIC LIGHT BASED ON THE AMOUNT OF USABLE DAYLIGHT IN THE SPACE AS SPECIFIED. NOTE TO CONTRACTOR FOR MATERIALS ORDERING: • ALL ELECTRICAL MATERIALS WILL BE FURNISHED BY CES BRANCH ON SITE AND INSTALLED BY CONTRACTOR. • PROVIDE CES MATERIALS LIST AS PART OF BID. • CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MATERIALS ORDERING, COORDINATION AND RECEIVING. ELECTRICAL SHEET INDEX UNIT 500 - 1754 DRAWING NUMBER DRAWING NAME E1.0 SYMBOL LEGEND, GENERAL NOTES, AND E2.0 DEMOLITION PLAN - ELECTRICAL ELECTRICAL SPECIFICATIONS E3.0 FLOOR PLAN - LIGHTING LIGHTING FIXTURE SCHEDULE E4.0 FLOOR PLAN - POWER AND SYSTEMS EQUIPMENT CONNECTION SCHEDULE POWER ONE LINE DIAGRAM E5.0 PANELBOARD SCHEDULES UL PENETRATION DETAILS \`��\\\111111/����� �"\ ;000lSs+�i�� So,. �m1% 0�1dys �* 70 ', �LggiT oN i l ARCHITECTURAL CONSULTING ENGINEERING, INC. ELECTRICAL ENGINEER 1010 BUNNELL RD, STE 1104 ALTAMONTE SPR, FL 32714 PHONE (4 )7) 339 - 3060 FAX: 407 862 - 1931 E-MAIL: 1 sig((�� leace-mep.com Ocwrmcm nm GREG SIDLE, P.E. COI U MGENTriI M MB, P.E. LICENSE # 48671 HW. AuMMMENU EBN # 8019/# 9682 DESIGN THREE ASSOCIATES 815 ORIENTA AVE. SUITE 1050 ALTAMONTE SPRINGS, FL 32701 (407) 834.2444 AAP000452 PROJECT: NO: 17029 INTERIOR ALTERATION UNIT 500 RECONFIGURATION 2913 S. ORLANDO AVE SANFORD, FLORIDA 32773 ISSUE: DATE: FOR CONSTRUCTION: 12-8-17 COPYRIGHT © 2017 - DESIGN THREE ASSOCIATES RESERVES ALL RIGHTS FOR WHICH THESE DOCIAAE rS WERE ORIGINALLY CREA7ED, EVOLVED AND DEVELOPED. REPRODUCTIONS, CHANGES OR A3904 ONM ARE PROHIGED WIMOUff WRITTEN PERMISSION FROM DESIGN THREE ASSOCIATES. SHEET: 1754-E001 1 *01 F QI JUNCTION BOX WITH BLANK PLATE; BRACKET INDICATES WALL MOUNTED. PANELBOARD. = RECESSED FLUSH -MOUNTED PANELBOARD. FRONT OF PANEL INDICATED BY LONGER EDGES OF SYMBOL. PROVIDE FLUSH TYPE COVER. DISTRIBUTION PANELBOARD. METER SOCKET, PROVIDE PER UTILITY COMPANY REQUIREMENTS. ® TIME CLOCK SHUNT TRIP PUSH BUTTON. POWER POLE: 2 COMPARTMENT POWER POLE WITH SEPARATE COMPARTMENTS FOR POWER AND COMMUNWITH GROMMETT OPENINGS ICATIONS. HUBBEL #PPOA1 WAK ER 0, QUARE 'D). SEE PLANS FOR EXACCEPTABLE CT REQUIREMENTS PRIOR SUBSTITUTIONT O ORDERING. # 10AWG MINIMUM FROM DEVICE TO PANEL. IQ FURNITURE CONNECTION, POWER WIRING UP WALL AND FINAL CONNECTIONS TO SYSTEMS FURNITURE. COORDINATE WITH FURNITURE VENDOR TO CONFIRM EXACT POWER FEED LOCATIONS PRIOR TO ROUGH -IN. # 10AWG MINIMUM FROM DEVICE TO PANEL. NOTE: FLOORBOXES MAYBE STAMPED STEEL IF NOT IN DIRECT CONTACT WITH THE EARTH. PROVIDE LAYER OF CONCRETE IF REQUIRED. OTHERWISE, IF IN DIRECT CONTACT WITH EARTH, PROVIDE CAST IRON FLOORBOXES. ® LOW VOLTAGE RELAY IN NEMA I ENCLOSURE, OR AS NOTED. T-45 TRANSFORMER (NUMBER INDICATES KVA, EX: 45=45KVA). 6"-6" TO TOP 6"-6" TO TOP 6"-6" TO TOP MOUNTING SYMBOL: DESCRIPTION: HEIGHT., COMMUNICATIONS COMMUNICATIONS OUTLET BOX FOR OWNER FURNISHED VOICE AND/OR 18" AFF DATA. STUB 1 " C. TO CEILING CAVITY WITH PULL -STRING AND TERMINATE WITH PLASTIC BUSHINGS. C=MOUNTED 6" ABOVE COUNTER OR BACKSPLASH, W= WALL MOUNTED AT +54" AFF. =�— COMMUNICATIONS OUTLET BOX, MOUNTED IN CEILING. CEILING I -Q CABLE TV OUTLET BOX FOR OWNER FURNISHED CABLE N SYSTEM. STUB 18" AFF 3/4" C. TO CEILING CAVITY AND TERMINATE WITH PLASTIC BUSHINGS. ® 3/4" PLYWOOD TELEPHONE BACKBOARD. AS NOTED EQUIPMENT SYMBOLS Q MOTOR AND CONNECTION. EQUIPMENT TYPE AS NOTED. REFER TO MOTOR CONNECTION SCHED. COORDINATE WITH INSTALLED EQUIPMENT. p+ SAFETY DISCONNECT SWITCH -30A, 30, 480V, NF, HD, NEMA 1, U.N.O. _— SPECIAL CABINET OR EQUIPMENT AS NOTED, RECESED MOUNTED. CONDUIT, RACEWAY AND WIRING EACH CIRCUIT SHALL CONSIST OF PHASE, NEUTRAL AND GROUND CONDUCTORS. FOR LIGHTING CIRCUITS PROVIDE REQUIRED SWITCH LEGS TO ACHIEVE SWITCHING INDICATED ON PLANS. SHARED NEUTRALS ARE NOT ALLOWED FOR ALL NEW WIRING. HOME RUN TO PANEL, NUMBER OF ARROWS INDICATES NUMBER OF CIRCUITS. ALL HOMERUNS SHALL BE 3/4"C., MINIMUM # 10 AWG TO FIRST JUNCTION BOX IN CEILING OR DEVICE. PROVIDE SEPARATE NEUTRAL FOR EACH PHASE CONDUCTOR AS INDICATED ABOVE. CONTRACTOR MAY COMBINE CIRCUITS INTO A COMMON HOMERUN CONSISTING OF A MAXIMUM OF A COMMON GROUND, DEDICATED NEUTRALS, AND (3) PHASE CONDUCTORS (A, B AND C PHASE). SEPARATE NEUTRAL SHALL BE PROVIDED FOR ALL CIRCUITS. MULTIWIRE BRANCH CIRCUITS SHARING A COMMON NEUTRAL ARE NOT ALLOWED. PL— HOME TO BE RUN T OPANEL, L D SIPG-GNA CN INDICATES ES A PARTICULAR CIRCUIT IS NOTE: HOMERUNS OR CIRCUITS THAT SHARE A COMMON NEUTRAL OR SYSTEMS FURNITURE ARE CLASSIFIED AS MULTIWIRE BRANCH CIRCUITS AND SHALL MEET NEC 210.4. PROVIDE NEW MULTI -POLE CIRCUIT BREAKER OR UTILIZE UL LISTED HANDLE TIES ON SINGLE POLE BREAKERS. THIS IS ONLYALLOWED IN RENOVATION PROJECTS WHERE THE MULTI -WIRE BRANCH CIRCUIT HOMERUN IS EXISTING IN RENOVATION SPACE. — — — INDICATES DEVICE(S) CONNECTED TO SAME CIRCUIT, BUT DIFFERENT SWITCHING CONTROLS. GROUNDING CONDUCTOR. — — CONDUIT IN/UNDER SLAB. CONDUIT CAP. —e DN CONDUIT STUB -DOWN. —o UP CONDUIT STUB -UP. (STUB CONDUIT UP TO ACCESSIBLE CEILING CAVITY) (TERMINATE WITH PLASTIC BUSHINGS IF FOR COMMUNICATIONS) A DETAIL NUMBER. E 1 ELECTRICAL SHEET NUMBER. DEMOLITION AND RENOVATION ABBREVIATIONS DEMOLITION GENERAL NOTES: <NL> NEW LOCATION OF EXISTING TO BE RELOCATED. <ND> NEW DEVICE, ETC. IN EXISTING DEVICE LOCATION. SCREENED LINES INDICATE EXISTING EQUIPMENT TO REMAIN. DARK LINES INDICATE NEW WORK. X X LINES WITH X'S INDICATE EXISTING EQUIPMENT TO BE REMOVED. GENERAL NOTES (APPLIES TO ALL DIVISION 16000 DRAWINGS) 1. WHERE THE REQUIREMENTS OF ANOTHER DIVISION, SECTION, OR PART OF THE SPECIFICATIONS EXCEED THE REQUIREMENTS OF THIS DIVISION, THOSE REQUIREMENTS SHALL GOVERN. ENGINEER SHALL HAVE FINAL DECISION OF WHICH REQUIREMENT SHALL GOVERN. 2. ALL FLOOR, WALL AND ROOF PENETRATIONS SHALL MAINTAIN THE ENVIRONMENTAL AND FIRE RATING OF THE STRUCTURE. ROOF PENETRATIONS SHALL BE COORDINATED WITH THE ROOFING CONTRACTOR TO MAINTAIN THE ROOFING WARRANTY. PITCH POCKET ROOF PENETRATIONS ARE NOT PERMITTED. 3. ALL MOUNTING HEIGHTS SHOWN SHALL BE TO CENTER LINE OF DEVICE BACKBOX FROM FINISHED FLOOR. 4. ALL COMMUNICATION CONDUIT SHALL HAVE WIDE SWEEPING BENDS. 5. ALL COMMUNICATION CONDUIT SHALL BE IDENTIFIED BY DISTINCTIVE NUMBER AND LABELED AT BOTH ENDS. 6. ALL CONDUIT IN SLAB/BELOW SLAB SHALL BE 3/4" MINIMUM. 1. ALL SYMBOLS PRESENTED MAY NOT NECESSARILY BE USED ON THESE DRAWINGS. 8. 'TYPICAL'- ANY SIMILAR DEVICE/SITUATION/SPECIFICATION/ETC. ANYWHERE ON CONSTRUCTION DOCUMENTS SHALL HAVE SAME REQUIREMENTS. ABBREVIATIONS THE ELECTRICAL CONTRACTOR SHALL COORDINATE ALL ELECTRICAL DEMOLITION WITH THE GENERAL CONTRACTOR /N <E> EXISTING TO REMAIN. 1 0. <R> EXISTING TO BE REMOVED. 11 <RD> REMOVE DEVICE ONLY, FOR CONNECTION OF NEW DEVICE IN SAME LOCATION. <RL> EXISTING TO BE RELOCATED. 12. <N> NEW WORK- NOT USED WHERE WORKIS OBVIOUSLYNEW. 13 is MOUNTING SYMBOL: DESCRIPTION: HEIGHT.' LIGHTING ABOVE FINISHED FLOOR THE EVENT OFA SCHEDULED POWER OUTAGE, THE CONTRACTOR SHALL NOTIFY THE DESIGNATED OWNER'S '- FIXTURE. UPPERCASE LETTER DENOTES FIXTURE TYPE, LOWER CEILING QLIGHT CASE LETTER INDICATES SWITCH CONTROL. REFER TO 'LIGHTING FIXTURE ANY ELECTRICAL ITEMS OR EQUIPMENT NOT INDICATED ON THE DEMOLITION DRAWING LOGICALLY EXPECTED TO BE " SCHEDULEFOR FIXTURE SPECIFICATIONS (TYPICAL FOR ALL FIXTURES AIR HANDLER UNIT OF THIS PROJECT. THE CONTRACTOR SHALL SURVEY THE JOBSITE PRIOR TO SUBMITTING THEIR BID TO VERIFY AND ON CIRCUIT). CONFIRM DEMOLITION REQUIREMENTS. m LIGHT FIXTURE. CEILING SERVICE SHALL BE RECONNECTED /N AN APPROVED MANNER. LIGHT FIXTURE, NTL=NIGHT LIGHT, UNSWITCHED. CEILING f--�� LIGHT STRIP LIGHTING FIXTURE. CEILING Q WALL MOUNTED LIGHT FIXTURE. AS SPECIFIED ®EXIT LIGHT, SINGLE FACE, UNIVERSAL MOUNT AS SPECIFIED IN THE FIXTURE CEILING THE CONTRACTOR SHALL TRACE OUT THE PANEL AND CIRCUIT NUMBER, AND PROPERLY IDENTIFY FOR EACH AND EVERYIH SCHEDULE. LETTER INDICATES FIXTURE TYPE. BLACK QUADRANT INDICATES LIGHT FD(TURE, RECEPTACLE, ETC. IN THE SCOPE OF WORK ALL PANELS USED FOR THIS PROJECT SHALL HAVE ALL MAIN LUGS ONLY DIRECTION OF FACE, ARROW(S) INDICATE DIRECTION OF TRAVEL. DED RECORD SET OF 'AS BUILT PLANS KEPT ON SITE. A SCANNED COPY OR CLEAR PHOTO SHALL BE EMAILED TO ENGINEER, EXIT LIGHT, DOUBLE FACE, UNIVERSAL MOUNT AS SPECIFIED IN THE FIXTURE CEILING r--.. SCHEDULE. LEITER INDICATES FIXTURE TYPE. BLACK QUADRANT INDICATES DISCONNECT AND PROPERLY IDENTIFY IN THE PANEL. THIS INFORMATION SHALL BE NOTED ON THE RECORD SET OF LIGHTING AND DIRECTION OF FACE, ARROW(S) INDICATE DIRECTION OF TRAVEL. REPRESENTATIVE TO CAREFULLY DETERMINE WHAT IS ACTUALLYABANDONED. TYPICAL. 4mme BATTERY OPERATED EMERGENCY LIGHT FIXTURE. 8'-0" AFF PROJECT SCOPE OF WORK IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE WITH THE TENANTS 'IT COMBINATION EXIT SIGN AND BATTERY OPERATED EMERGENCY LIGHT 8'-0" AFF ELECTRICAL CONTRACTOR FIXTURE. l PROVIDE UL LISTED SEALING OF ANY EXISTING WIRING, CONDUIT, ETC. PENETRATIONS THRU RATED WALLS THAT ARE BATTERY OPERATED EMERGENCY LIGHT FIXTURE, CEILING MOUNTED. CEILING $ SINGLE POLE SWITCH. 48" AFF . FOR BUILDINGS WITH MULTIPLE FLOORS OR MULTIPLE TENANTS, DO NOT REMOVE WIRING/DEVICES/ETC. SERVING 'OFF= OCCUPANCY SENSOR OVERRIDE OFF SWITCH OTHER FLOORS, TENANTS, OR SPACES NOT IN SCOPE OF WORK. ENSURE THAT THERE IS NO DISRUPTION OF SERVICE TO $3 THREE WAY SWITCH. 48" AFF $os OCCUPANCY SENSOR SWITCH. SEE TABLE ON PLANS FOR SPEC. 48" AFF os OCCUPANCY SENSOR SWITCH. SEE TABLE ON PLANS FOR SPEC. CEILING rr POWER PACK FOR LIGHTING CONTROLS. SEE TABLE ON PLANS FOR SPEC. ABOVE CEILING HE REMOTE LIGHTING CONTROLLER. 48" AFF SHUNT TRIP DUAL LEVEL SWITCHING - 3 LAMP FIXTURE WITH CENTER LAMP ON ONE 48" AFF FUSED DISCONNECT SWITCH SWITCH AND OUTBOARD LAMPS ON SECOND SWITCH. SWITCH ID WALL BOX DIMMER, (2000 WATT FOR BIDDING PURPOSES ONLY IF NOT NOTED 48" AFF TTB ON PLANS; IF NOT NOTED, VERIFY RATING PRIOR TO ROUGH -IN)), PROVIDE 18" AFF GC DIMMING BALLAST FOR FLUORESCENT APPLICATIONS. VERIFYACTUAL DIMMER TVSS TRANSIENT VOLTAGE SURGE SUPPRESSOR TYPE REQUIRED BY REVIEWING MANUFACTURERS LIGHT FIXTURE CUT SHEET. GF/ GROUND FAULT INTERRUPTOR 'OFF'= OCCUPANCY SENSOR OVERRIDE OFF DIMMER UNLESS NOTED OTHERWISE POWER GND./G. em DUPLEX RECEPTACLE. 18" AFF 40owc° DUPLEX RECEPTACLE FOR ELECTRIC WATER COOLER. PROVIDE GFCI 18" AFF WP RECEPTACLE. OF DUPLEX RECEPTACLE. 'DED' NEXT TO ANY RECEPTACLE SHALL INDICATE THAT 18" AFF VOLTS THIS RECEPTACLE SHALL BE THE ONLY DEVICE ON THE CIRCUIT. IF AN EXISTING HRS HORSEPOWER RATED SWITCH RECEPTACLE HAS 'DED' BY IT, THEN CONTRACTOR SHALL REMOVE ALL OTHER TRANSFORMER DEVICES FROM CIRCUIT, OR PROVIDE A NEW HOMERUN TO PANEL. ISOLATED GROUND 0 EXISTING RECEPTACLE TO BE CIRCUITED TO PLUG -LOAD CONTROLS. APPLY 18" AFF IMC PLUG -LOAD CONTROL LABEL TO RECEPTACLE. 0 DRAWING/GENERAL NOTE PLUG -LOAD CONTROLLABLE SINGLE/SPLIT FACE RECEPTACLE. 18" AFF IN -USE COVER PLUG -LOAD CONTROLLABLE DOUBLE FACED RECEPTACLE. 18" AFF DUPLEX RECEPTACLE, MOUNTED ABOVE COUNTER BACKSPLASH. 6" ABOVE COUNTER =@= DUPLEX RECEPTACLE, MOUNTED IN CEILING. CEILING 'SHOW WINDOW RECEPTACLE - SHALL BE MOUNTED WITHIN 18" OF TOP OF CEILING WINDOW, THEREFORE MIGHT NOT BE CEILING MOUNTED BUT MIGHT BE REQUIRED TO BE WALL MOUNTED - COORDINATE WITH ARCHITECTURAL PLANS PRIOR TO ROUGH -IN. QUADRAPLEX (DOUBLE DUPLEX) RECEPTACLE. 18" AFF QUADRAPLEX (DOUBLE DUPLEX) RECEPTACLE, MTD. ABOVE COUNTER. 6" ABOVE COUNTER DUPLEX GROUND FAULT CIRCUIT INTERRUPTED RECEPTACLE. 18" AFF DUPLEX GROUND FAULT CIRCUIT INTERRUPTED RECEPTACLE -MOUNTED 6" ABOVE COUNTER ABOVE COUNTER BACKSPLASH. QUADRAPLEX (DOUBLE DUPLEX) GROUND FAULT CIRCUIT INTERRUPTED 18" AFF RECEPTACLE. QUADRAPLEX (DOUBLE DUPLEX) GROUND FAULT CIRCUIT INTERRUPTED 6" ABOVE COUNTER RECEPTACLE -MOUNTED ABOVE COUNTER BACKSPLASH. ® SPECIAL PURPOSE OUTLET NEMA CONFIGURATION AS SHOWN 18" AFF QI JUNCTION BOX WITH BLANK PLATE; BRACKET INDICATES WALL MOUNTED. PANELBOARD. = RECESSED FLUSH -MOUNTED PANELBOARD. FRONT OF PANEL INDICATED BY LONGER EDGES OF SYMBOL. PROVIDE FLUSH TYPE COVER. DISTRIBUTION PANELBOARD. METER SOCKET, PROVIDE PER UTILITY COMPANY REQUIREMENTS. ® TIME CLOCK SHUNT TRIP PUSH BUTTON. POWER POLE: 2 COMPARTMENT POWER POLE WITH SEPARATE COMPARTMENTS FOR POWER AND COMMUNWITH GROMMETT OPENINGS ICATIONS. HUBBEL #PPOA1 WAK ER 0, QUARE 'D). SEE PLANS FOR EXACCEPTABLE CT REQUIREMENTS PRIOR SUBSTITUTIONT O ORDERING. # 10AWG MINIMUM FROM DEVICE TO PANEL. IQ FURNITURE CONNECTION, POWER WIRING UP WALL AND FINAL CONNECTIONS TO SYSTEMS FURNITURE. COORDINATE WITH FURNITURE VENDOR TO CONFIRM EXACT POWER FEED LOCATIONS PRIOR TO ROUGH -IN. # 10AWG MINIMUM FROM DEVICE TO PANEL. NOTE: FLOORBOXES MAYBE STAMPED STEEL IF NOT IN DIRECT CONTACT WITH THE EARTH. PROVIDE LAYER OF CONCRETE IF REQUIRED. OTHERWISE, IF IN DIRECT CONTACT WITH EARTH, PROVIDE CAST IRON FLOORBOXES. ® LOW VOLTAGE RELAY IN NEMA I ENCLOSURE, OR AS NOTED. T-45 TRANSFORMER (NUMBER INDICATES KVA, EX: 45=45KVA). 6"-6" TO TOP 6"-6" TO TOP 6"-6" TO TOP MOUNTING SYMBOL: DESCRIPTION: HEIGHT., COMMUNICATIONS COMMUNICATIONS OUTLET BOX FOR OWNER FURNISHED VOICE AND/OR 18" AFF DATA. STUB 1 " C. TO CEILING CAVITY WITH PULL -STRING AND TERMINATE WITH PLASTIC BUSHINGS. C=MOUNTED 6" ABOVE COUNTER OR BACKSPLASH, W= WALL MOUNTED AT +54" AFF. =�— COMMUNICATIONS OUTLET BOX, MOUNTED IN CEILING. CEILING I -Q CABLE TV OUTLET BOX FOR OWNER FURNISHED CABLE N SYSTEM. STUB 18" AFF 3/4" C. TO CEILING CAVITY AND TERMINATE WITH PLASTIC BUSHINGS. ® 3/4" PLYWOOD TELEPHONE BACKBOARD. AS NOTED EQUIPMENT SYMBOLS Q MOTOR AND CONNECTION. EQUIPMENT TYPE AS NOTED. REFER TO MOTOR CONNECTION SCHED. COORDINATE WITH INSTALLED EQUIPMENT. p+ SAFETY DISCONNECT SWITCH -30A, 30, 480V, NF, HD, NEMA 1, U.N.O. _— SPECIAL CABINET OR EQUIPMENT AS NOTED, RECESED MOUNTED. CONDUIT, RACEWAY AND WIRING EACH CIRCUIT SHALL CONSIST OF PHASE, NEUTRAL AND GROUND CONDUCTORS. FOR LIGHTING CIRCUITS PROVIDE REQUIRED SWITCH LEGS TO ACHIEVE SWITCHING INDICATED ON PLANS. SHARED NEUTRALS ARE NOT ALLOWED FOR ALL NEW WIRING. HOME RUN TO PANEL, NUMBER OF ARROWS INDICATES NUMBER OF CIRCUITS. ALL HOMERUNS SHALL BE 3/4"C., MINIMUM # 10 AWG TO FIRST JUNCTION BOX IN CEILING OR DEVICE. PROVIDE SEPARATE NEUTRAL FOR EACH PHASE CONDUCTOR AS INDICATED ABOVE. CONTRACTOR MAY COMBINE CIRCUITS INTO A COMMON HOMERUN CONSISTING OF A MAXIMUM OF A COMMON GROUND, DEDICATED NEUTRALS, AND (3) PHASE CONDUCTORS (A, B AND C PHASE). SEPARATE NEUTRAL SHALL BE PROVIDED FOR ALL CIRCUITS. MULTIWIRE BRANCH CIRCUITS SHARING A COMMON NEUTRAL ARE NOT ALLOWED. PL— HOME TO BE RUN T OPANEL, L D SIPG-GNA CN INDICATES ES A PARTICULAR CIRCUIT IS NOTE: HOMERUNS OR CIRCUITS THAT SHARE A COMMON NEUTRAL OR SYSTEMS FURNITURE ARE CLASSIFIED AS MULTIWIRE BRANCH CIRCUITS AND SHALL MEET NEC 210.4. PROVIDE NEW MULTI -POLE CIRCUIT BREAKER OR UTILIZE UL LISTED HANDLE TIES ON SINGLE POLE BREAKERS. THIS IS ONLYALLOWED IN RENOVATION PROJECTS WHERE THE MULTI -WIRE BRANCH CIRCUIT HOMERUN IS EXISTING IN RENOVATION SPACE. — — — INDICATES DEVICE(S) CONNECTED TO SAME CIRCUIT, BUT DIFFERENT SWITCHING CONTROLS. GROUNDING CONDUCTOR. — — CONDUIT IN/UNDER SLAB. CONDUIT CAP. —e DN CONDUIT STUB -DOWN. —o UP CONDUIT STUB -UP. (STUB CONDUIT UP TO ACCESSIBLE CEILING CAVITY) (TERMINATE WITH PLASTIC BUSHINGS IF FOR COMMUNICATIONS) A DETAIL NUMBER. E 1 ELECTRICAL SHEET NUMBER. DEMOLITION AND RENOVATION ABBREVIATIONS DEMOLITION GENERAL NOTES: <NL> NEW LOCATION OF EXISTING TO BE RELOCATED. <ND> NEW DEVICE, ETC. IN EXISTING DEVICE LOCATION. SCREENED LINES INDICATE EXISTING EQUIPMENT TO REMAIN. DARK LINES INDICATE NEW WORK. X X LINES WITH X'S INDICATE EXISTING EQUIPMENT TO BE REMOVED. GENERAL NOTES (APPLIES TO ALL DIVISION 16000 DRAWINGS) 1. WHERE THE REQUIREMENTS OF ANOTHER DIVISION, SECTION, OR PART OF THE SPECIFICATIONS EXCEED THE REQUIREMENTS OF THIS DIVISION, THOSE REQUIREMENTS SHALL GOVERN. ENGINEER SHALL HAVE FINAL DECISION OF WHICH REQUIREMENT SHALL GOVERN. 2. ALL FLOOR, WALL AND ROOF PENETRATIONS SHALL MAINTAIN THE ENVIRONMENTAL AND FIRE RATING OF THE STRUCTURE. ROOF PENETRATIONS SHALL BE COORDINATED WITH THE ROOFING CONTRACTOR TO MAINTAIN THE ROOFING WARRANTY. PITCH POCKET ROOF PENETRATIONS ARE NOT PERMITTED. 3. ALL MOUNTING HEIGHTS SHOWN SHALL BE TO CENTER LINE OF DEVICE BACKBOX FROM FINISHED FLOOR. 4. ALL COMMUNICATION CONDUIT SHALL HAVE WIDE SWEEPING BENDS. 5. ALL COMMUNICATION CONDUIT SHALL BE IDENTIFIED BY DISTINCTIVE NUMBER AND LABELED AT BOTH ENDS. 6. ALL CONDUIT IN SLAB/BELOW SLAB SHALL BE 3/4" MINIMUM. 1. ALL SYMBOLS PRESENTED MAY NOT NECESSARILY BE USED ON THESE DRAWINGS. 8. 'TYPICAL'- ANY SIMILAR DEVICE/SITUATION/SPECIFICATION/ETC. ANYWHERE ON CONSTRUCTION DOCUMENTS SHALL HAVE SAME REQUIREMENTS. ABBREVIATIONS THE ELECTRICAL CONTRACTOR SHALL COORDINATE ALL ELECTRICAL DEMOLITION WITH THE GENERAL CONTRACTOR /N <E> EXISTING TO REMAIN. 1 0. <R> EXISTING TO BE REMOVED. 11 <RD> REMOVE DEVICE ONLY, FOR CONNECTION OF NEW DEVICE IN SAME LOCATION. <RL> EXISTING TO BE RELOCATED. 12. <N> NEW WORK- NOT USED WHERE WORKIS OBVIOUSLYNEW. 13 is CONJUNCTION WITH PROJECT SPECIFICATIONS. REFER TO ARCHITECTURAL DEMOLITION DRAWING FOR DETAILS. IWH THE CONTRACTOR SHALL BE RESPONSIBLE FOR PHASING IN OF THE NEW ELECTRICAL WORKAND THE PHASING OUT AND �ffT COMPLETE REMOVAL OF THE DESIGNATED DEMOLITION WORK SUCH THAT POWER OUTAGES ARE KEPT TO A MINIMUM. IN ABOVE FINISHED FLOOR THE EVENT OFA SCHEDULED POWER OUTAGE, THE CONTRACTOR SHALL NOTIFY THE DESIGNATED OWNER'S '- REPRESENTATIVE 24 HOURS PRIOR TO THAT OUTAGE. UNDER NO CIRCUMSTANCE SHALL OUTAGES OCCUR WITHOUT <R OWNER COORDINATION AND PRIOR APPROVAL. KVA ANY ELECTRICAL ITEMS OR EQUIPMENT NOT INDICATED ON THE DEMOLITION DRAWING LOGICALLY EXPECTED TO BE " REMOVED, DOES NOT RELIEVE THE CONTRACTOR OF THEIR RESPONSIBILITY TO REMOVE SUCH ITEMS UNDER THE SCOPE AIR HANDLER UNIT OF THIS PROJECT. THE CONTRACTOR SHALL SURVEY THE JOBSITE PRIOR TO SUBMITTING THEIR BID TO VERIFY AND LIGHTING CONTROL RELAY PANEL CONFIRM DEMOLITION REQUIREMENTS. i€ ANY EXISTING CIRCUITS OR EQUIPMENT NOT SHOWN ON THE DRAWINGS WHICH ARE LOGICALLY EXPECTED TO REMAIN IN MH SERVICE SHALL BE RECONNECTED /N AN APPROVED MANNER. i€ THE ELECTRICAL CONTRACTOR SHALL REMOVE ALL UNUSED CONDUIT, WIRE, HANGARS, BOXES, SUPPORTS AND ANY CIRCUITBREAKER OTHER RELATED ITEMS. ........... THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CUTTING AND PATCHING REQUIRED FOR DEMOLITION AND CLG INSTALLATION OF NEW WORK RELATED TO THIS PROJECT. ALL FINISHED SURFACES SHALL BE RESTORED AND PAINTED i TO THEIR ORIGINAL CONDITION. THE CONTRACTOR SHALL TRACE OUT THE PANEL AND CIRCUIT NUMBER, AND PROPERLY IDENTIFY FOR EACH AND EVERYIH CONDENSING UNIT LIGHT FD(TURE, RECEPTACLE, ETC. IN THE SCOPE OF WORK ALL PANELS USED FOR THIS PROJECT SHALL HAVE ALL MAIN LUGS ONLY CIRCUITS TRACED OUT AND IDENTIFIED BY TENANT OR SUITE NUMBER. THIS INFORMATION SHALL BE NOTED ON THE DED RECORD SET OF 'AS BUILT PLANS KEPT ON SITE. A SCANNED COPY OR CLEAR PHOTO SHALL BE EMAILED TO ENGINEER, MMS THIS SHALL BE DONE PRIOR TO DEMOLITION.! THE CONTRACTOR SHALL ALSO VERIFY TOTAL NUMBER OF CIRCUITS REQUIRED PER NEW POWER AND LIGHTING PLAN DISCONNECT AND PROPERLY IDENTIFY IN THE PANEL. THIS INFORMATION SHALL BE NOTED ON THE RECORD SET OF LIGHTING AND NATIONAL ELECTRICAL CODE REPRESENTATIVE TO CAREFULLY DETERMINE WHAT IS ACTUALLYABANDONED. TYPICAL. 3? REMOVE ALL ABANDONED LOW VOLTAGE WIRING /N OLD NETWORKING ROOMS AND /N ALL CEILING CAVITIES WITHIN THE I PROJECT SCOPE OF WORK IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE WITH THE TENANTS 'IT REPRESENTATIVE TO CAREFULLY DETERMINE WHAT IS ACTUALLYABANDONED. TYPICAL ELECTRICAL CONTRACTOR PROVIDE COVERPLATES FOR ANY EXISTING JUNCTION BOXES NOT BEING USED. l PROVIDE UL LISTED SEALING OF ANY EXISTING WIRING, CONDUIT, ETC. PENETRATIONS THRU RATED WALLS THAT ARE II NOT PROPERLY ROUTED AND SEALED. TYPICAL. NTL RE -LOCATE ANY OUSTING WIRING PENETRATING EXISTING HVAC DUCTWORKAS REQUIRED. !! I . FOR BUILDINGS WITH MULTIPLE FLOORS OR MULTIPLE TENANTS, DO NOT REMOVE WIRING/DEVICES/ETC. SERVING EQUIPMENT OTHER FLOORS, TENANTS, OR SPACES NOT IN SCOPE OF WORK. ENSURE THAT THERE IS NO DISRUPTION OF SERVICE TO RIGID GALVANIZED STEEL THOSE SPACES OR OTHER TENANTS NOT IN SCOPE OF WORK EWC 54" AFF A AMPS/AMPERAGE IWH INSTANTANEOUS WATER HEATER AFF ABOVE FINISHED FLOOR KW KILOWATTS 54" AFF AHJ AUTHORITY HAVING JURISDICTION KVA KILO VOLTAMPERES AHU AIR HANDLER UNIT LCRP LIGHTING CONTROL RELAY PANEL CEILING/FLOOR C./CDT. CONDUIT MH METAL HALIDE C.B. CIRCUITBREAKER MHT. MOUNTING CLG CEILING/CEILING MOUNTED MCB MAIN CIRCUIT BREAKER CU CONDENSING UNIT MLO MAIN LUGS ONLY DED DEDICATED CIRCUIT MMS MANUAL MOTOR STARTER DISC DISCONNECT NEC NATIONAL ELECTRICAL CODE 18" AFF DN DOWN NF NON-FUSED EC ELECTRICAL CONTRACTOR NFDS NON-FUSED DISCONNECT SWITCH EF EXHAUST FAN NTL NIGHT LIGHT, UNSWITCHED EQPT EQUIPMENT RGS RIGID GALVANIZED STEEL EWC ELECTRIC WATER COOLER RTU ROOF -TOP UNIT EWH ELECTRIC WATER HEATER SPOT SINGLE POLE DOUBLE THROW F FUSED ST SHUNT TRIP FDS FUSED DISCONNECT SWITCH SW SWITCH FVNR FULL VOLTAGE NON REVERSING STARTER TTB TELEPHONE TERMINAL BACKBOARD 18" AFF GC GENERAL CONTRACTOR TVSS TRANSIENT VOLTAGE SURGE SUPPRESSOR GF/ GROUND FAULT INTERRUPTOR UNO UNLESS NOTED OTHERWISE AS NOTED GND./G. GROUND W WATTS HPS HIGH PRESSURE SODIUM WP WEATHERPROOF (NEMA 3R) HP HORSEPOWER V VOLTS HRS HORSEPOWER RATED SWITCH XFMR TRANSFORMER IG ISOLATED GROUND 0 PHASE IMC INTERMEDIATE METAL CONDUIT 0 DRAWING/GENERAL NOTE IUC IN -USE COVER SYMBOL LEGEND AND GENERAL NOTES Raw ti > <RL> <E> <RL> RL> TFT <1 PANEL <E> <RD i e e c i d Agp `P eA2 <E> DEMOLITION PLAN -ELECTRICAL NOT TO SCALE SCALE: 118" ` = 1 '-O" DEMOLITION PLAN NOTES: OENGINEER WAS UNABLE TO SURVEY THIS AREA DUE TO STORAGE OR OTHER ITEMS BLOCKING WALL AT THE TIME OF ENGINEER'S FIELD SURVEY. 0 DEVICE UNKNOWN, CONTRACTOR SHALL DETERMINE WHAT THIS IS AND KEEP EXISTING, REMOVE OR RELOCATE AS REQUIRED. L MOUNTED ON UN/STRUT �-0 < € a <> o <E> I7 �� gLdLs •oN 1 i iii ,'• DSN� '� ARCHITECTURAL CONSULTING ENGINEERING, INC. ELECTRICAL ENGINEER 1010 BUNNELL RD, STE 1104 ALTAMONTE SPR, FL 32714 PHONE: (407)) 339 - 3060 FAX: (407) 862 - 1931 E-MAIL:gsigle ace-mep.com I�C0PVnr HTMCru�WTURAL GREG SI LE, P.E. COMSULTM6ENWEERMM., P.E. LICENSE # 48671 IM. AU�sRE EBN # 8019/# 9682 LA III \ DESIGN THREE ASSOCIATES 815 ORIENTA AVE. SUITE 1050 ALTAMONTE SPRINGS, FL 32701 (407) 834-2444 AAP000452 PROJECT: NO: 17029 INTERIOR ALTERATION UNIT" .500 RECONFIGURATION 2913 S. ORLANDO AVE SANFORD, FLORIDA 32773 ISSUE: DATE: FOR CONSTRUCTION: 12-8-17 COPYROfr ® 2017 — DESIGN MtEE ASSOCK10 RESERVES ALL MGM FOR WMCH THESE DOCUMENTS WERE ORMN.LY CREAIED. EVOLVED /IND DEMOPED. REPRODUCTIOK CHMIGES OR ASSIG AMM ARE PRONMED WITHDUf WRRTEN PEWS" FROM DESIGN THREE ASSO MTES. 1754-ED11 SHEET: 2.0J F L Symbol Manufacturer Catalog Number Description Max Load No. Type Manufacturer Catalog Number 20OW @ 277V $s1 SENSORSWITCH WSX-PDT DUAL TECH, "DECORA" STYLE ON/OFF, SINGLE RELAY 0W @ 120V 2'X4FLUORESCENT TROFFER WITH ACRYLIC LENS AND PROGRAM START BALLAST LITHONIA 2GT8-3-32-A 12-MVOLT-GEB 1OPS-LP835 POWER PACK - 20 AMPS SWITCHING LOAD, FOR PLUG LOAD CONTROL 416OW @ 277V P< O SENSORSWITCH PP20 CIRCUIT, CONTROLLED BY OCCUPANCY SENSOR IN ROOM 240OW @ 120V SLG WFM-49-G 1 -4K -X -P VERIFY FINISH WITH ARCHITECT PRIOR TO ORDERING SURFACE 120 4160 W @ 277V PP O SENSORSWITCH PP20 POWER PACK - 20 AMPS SWITCHING LOAD 240OW @ 120V O2P RE -ARRANGED IN THE EXISTING PANELBOARD AND A NEW MULTI -POLE CIRCUIT BREAKER OR UL LISTED POWER PACK - 20 AMPS SWITCHING LOAD (DESIGNED TO SWITCH AC 120OW @ 277V # SENSORSWITCH PP20-2P ONLY) 14 SENSORS MAX, 2 ISOLATED CONTROL RELAYS 80OW @ 120V 01 SENSORSWITCH CM -PDT -9 DUAL TECH, 12RADIUS COVERAGE - SMALL MOTION 2 20W LED 2 -HEADED THERMOPLASTIC LED EMERGENCY LIGHT WITH BATTERY PACK LITHONIA ELMLT-X-LP06VS-LTP-SD SURFACE (91, SENSORSWITCH CMR -PDT -9 DUAL TECH, 12' RADIUS COVERAGE - LINE VOLTAGE - SMALL MOTION 120OW @ 277V 80OW @ 120V Ox LITHONIA ECR -LED CEILING PHOTOCELL SENSOR - X DESIGNATES RELATED CONTROL GROUP 120 1 SENSORSWITCH CM -PC AND POWER PACK LIGHTING CONTROLS NOTES.- 1. OTES.1. PROVIDE WIRING PER MANUFACTURER WIRING REQUIREMENTS FOR ALL LOW VOLTAGE SENSORS. 2. MATCH DEVICE COLOR WITH EXISTING OR NEW WIRING DEVICE COLORING. CONFIRM PRIOR TO ORDERING. 3. IN/T/ALLYADJUST ALL OCCUPANCY SENSORS TO 30 MINUTES, EXCEPT BATHROOM, WHICH SHALL BE 5 MINUTES. 4. DO NOT INSTALL WALL MOUNTED OCCUPANCY SENSORS BEHIND DOORS. TYPICAL 5. FLUORESCENT FIXTURES SHALL BE PROVIDED WITH 2 -WIRE DIMMING BALLASTS /F DIMMING IS INDICATED ON PLANS. 6. VERIFY DESIRED PHOTOCELL SENSITIVITY SETTINGS WITH TENANT. ENSURE PHOTOCELL SETTINGS ARE SUCH THAT CONNECTED LIGHT FIXTURES WILL OPERATE AS TENANT DESIRES. 7. IN OPEN CEILING AREAS MOUNT OCCUPANCY SENSORS AND PHOTOCELLS ALIGNED WITH BOTTOM OF LIGHT FIXTURES. B. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE IF THEY HAVE THE KNOWLEDGE TO PROGRAM THE SPECIFIED LIGHTING CONTROL SYSTEMS. IF NOT, INCLUDE PRICING FOR FACTORY REP COMMISSIONING /N BID. 9. IF LIGHT FIXTURES ARE CHANGED OR VED, THEN CONTROLS SHALL BE REVISED BY CONTRACTOR AS REQUIRED. 10. CONTRACTOR SHALL SUBMIT THE ENGINEERS LIGHTING PDF TO THE LIGHTING REP AND LIGHTING REP SHALL VERIFY THE OCCUPANCY SENSORS/PHOTOCELLS/CONTROLS MEET THE DESIGN INTENT AND CONTROL PER THE ENGINEERS PLANS AND CODES AS PART OF THE BID. THE LIGHTING REP AND CONTRACTOR SHALL INCLUDE ALL ADDITIONAL DEVICES AND ACCESSORIES FOR A FULLY FUNCTIONAL SYSTEM/ SYSTEMS AS REQUIRED TO MEET THESE REQUIREMENTS. 11. PROVIDE RETURN AIR PLENUM WIRING /F SPACE ABOVE TENANT CEILING IS A RETURN AIR PLENUM. LIGHTING CONTROLS SYMBOLS NOT TO SCALE LIGHTING CONTROLS DESIGN INTENT: 1. A LOWER CASE LETTER W DESIGNATES A CIRCUIT OR LIGHT FIXTURE THAT IS TO BE SWITCHED OFF VIA PHOTOCELL IN ORDER TO MEET DAYLIGHT ZONE REQUIREMENTS. 2. LIGHT FIXTURES WITHIN 15,-0" OF WINDOWS SHALL BE PROGRAMMED TO DIM (OR TURNOFF IF DIMMING /S NOT POSSIBLE FOR THAT FIXTURE) A DAYLIGHT ZONE GUIDELINE HAS BEEN PROVIDED TO INDICATE THIS 15'-O" RANGE. Mark Lamp Data Fixture Description Fixture Data 20 LIGHT FIXTURES ARE 4 -LAMP, T-8, 12011. EXISTING 8' STRIP LIGHT FIXTURES ARE 2 -LAMP, No. Type Manufacturer Catalog Number Mount Voltage Note A 3 F32W T8 2'X4FLUORESCENT TROFFER WITH ACRYLIC LENS AND PROGRAM START BALLAST LITHONIA 2GT8-3-32-A 12-MVOLT-GEB 1OPS-LP835 RECESSED 120 1 WFM # 49000 LUMENS 4000K, 46W FULL CUTOFF LED WALL PACK WITH INTEGRAL PHOTOCELL, VERIFY FINISH WITH ARCHITECT PRIOR TO ORDERING SLG WFM-49-G 1 -4K -X -P VERIFY FINISH WITH ARCHITECT PRIOR TO ORDERING SURFACE 120 1 SUPPORT AND MAY REMAIN'AS-►S'. TYPICAL OEXISTING MULTIWIRE BRANCH CIRCUITS THAT ARE USED/RE-USED FOR THIS RENOVATION SHALL CONFORM TO NEC 2011210.4. CIRCUITS WITH A SHARED NEUTRAL CONDUCTOR SHALL BE RE -ARRANGED IN THE EXISTING PANELBOARD AND A NEW MULTI -POLE CIRCUIT BREAKER OR UL LISTED HANDLE TIE FOR THE EXISTING SINGLE POLE CIRCUIT BREAKERS SHALL BE PROVIDED. TYPICAL X # LED LED EXIT SIGN WITH BATTERY BACKUP, WHITE WITH RED LETTERING LITHONIA EXR-LED-EL-M6 SURFACE 120 1 X1 2 20W LED 2 -HEADED THERMOPLASTIC LED EMERGENCY LIGHT WITH BATTERY PACK LITHONIA ELMLT-X-LP06VS-LTP-SD SURFACE 120 1 X2 #,2 3.8W LED COMBO EXIT SIGN AND 2 -HEADED EMERG ENCY LIGHTS WITH BATTERY BACKUP LITHONIA ECR -LED SURFACE 120 1 LIGHTING FIXTURE SCHEDULE NOTES. 1. ACCEPTABLE SUBSTITUTIONS BY LANDRETH, SESCO, WESTERN FLORIDA LIGHTING, RIPPLE AND ASSOCIATES, AND CES BRANDED LIGHT FIXTURES. 2. PROVIDE PROGRAMMED START BALLASTS FOR ALL FLUORESCENT LIGHT FIXTURES CONNECTED TO OCCUPANCY SENSORS. 3. VERIFY DESIRED KELVIN TEMPERATURE PRIOR TO ORDERING. 4. ALL EMERGENCY BATTERY BALLASTS SHALL BE FACTORY INSTALLED. 5. WHERE TENANT SELECTED LIGHT FIXTURES ARE INDICATED CONTRACTOR SHALL COORDINATE WITH TENANT AND SUBMIT WITH SHOP DRAWINGS. FLOOR PLAN -LIGHTING SCALE: 118" = V-0" LIGHTING PLAN NOTES. 0 CONNECT ALL EXIT SIGNS TO LOCAL LIGHTING CIRCUIT AHEAD OF ALL SWITCHES/CONTROLS. TYPICAL OEXISTING 20 LIGHT FIXTURES ARE 4 -LAMP, T-8, 12011. EXISTING 8' STRIP LIGHT FIXTURES ARE 2 -LAMP, T-8, 120V, CONTRACTOR SHALL REPLACE ANY CRACKED LENSES, RE -LAMP IF REQUIRED, AND CLEAN ANY DIRTY LENSES. REPLACE BALLASTS /F ANY ARE INOPERABLE WITH PROGRAM START. SURVEY SCOPE OF WORK FOR LIGHT FIXTURES PRIOR TO BID. MATCH EXISTING BUILDING STANDARD FOR ANY NEW REQUIRED LIGHT FIXTURES, PROVIDE WITH PROGRAM START BALLASTS. OPROVIDE NEW EXIT SIGNS WHERE INDICATED. NEW EXIT SIGNS SHALL BE LED AND MATCH BUILDING STANDARD FOR QUALITY! PROVIDE CONNECTION AHEAD OF SWITCHING MEANS. TYPICAL OCONTRACTOR SHALL PROVIDE AN UP-TO-DATE PANELBOARD SCHEDULE FOR EACH PANELBOARD SERVING LIGHTING AND RECEPTACLE CIRCUITS FOR THIS TENANT. TRACE OUT ALL CIRCUITS /N REMAINDER OF EACH PANELBOARD /F NOT IDENTIFIED. SUBMIT COPY TO ARCHITECT/ENGINEER FOR THEIR RECORDS. 0 PROVIDE 1400 LUMEN EMERGENCY BATTERY BALLAST IN EXISTING OR NEW FIXTURE. PROVIDE VOLTAGE SENSING CONDUCTOR CONNECTION AHEAD OF SWITCHING MEANS. OEXISTING LIGHT FIXTURES NOT BEING REMOVED OR RELOCATED DO NOT REQUIRE ANY NEW FIXTURE SUPPORT AND MAY REMAIN'AS-►S'. TYPICAL OEXISTING MULTIWIRE BRANCH CIRCUITS THAT ARE USED/RE-USED FOR THIS RENOVATION SHALL CONFORM TO NEC 2011210.4. CIRCUITS WITH A SHARED NEUTRAL CONDUCTOR SHALL BE RE -ARRANGED IN THE EXISTING PANELBOARD AND A NEW MULTI -POLE CIRCUIT BREAKER OR UL LISTED HANDLE TIE FOR THE EXISTING SINGLE POLE CIRCUIT BREAKERS SHALL BE PROVIDED. TYPICAL 0 PROVIDE LC&D GR 2001 DUAL VOLTAGE RELAY TO TIE 120V EXHAUST FAN INTO 277V LIGHTING CIRCUIT SO THAT EXHAUST FAN WILL BE ACTIVATED FROM OCCUPANCY SENSOR ACTIVATION OF LIGHTS IN EITHER RESTROOM. Og CIRCUIT EXHAUST FAN THROUGH TIMECLOCIL IF MECHANICAL PLAN DOES NOT SHOW AN EXACT LOCATION FOR THIS T►MECLOCY, LOCATE IT AS SHOWN ON'FLOOR PLAN - POWER AND SYSTEMS'. CONTRACTOR SHALL VERIFYAND CONFIRM ALL CIRCUITS BETWEEN TENANTS HAVE BEEN SEPARATED/RELOCATED TO THE PROPER TENANT ELECTRICAL PANEL TYPICAL 000PYRIGHYARCHRECYUNAL CONSULMENGINEERING, INC. ALL ROM RESERVED. bo O� 3031d1S 6L98b 'oN i iii /zis Illi QQ ARCHITECTURAL CONSULTING ENGINEERING, INC. ELECTRICAL ENGINEER 1010 BUNNELL RD, STE 1104 ALTAMONTE SPR, FL 32714 PHONE: (407) 339 - 3060 FAX: (407) 862 - 1931 E-MAIL:gsigle ace-mep.com GREG SI LE, P.E. P.E. LICENSE # 48671 EBN # 8019/# 9682 DESIGN THREE ASSOCIATES 815 ORIENTA AVE. SUITE 1050 ALTAMONTE SPRINGS, FL 32701 (407)834-2444 AAP000452 PROJECT: NO: 17029 INTERIOR ALTERATION UNIT 500 RECONFIGURATION 2913 S. ORLANDO AVE SANFORD, FLORIDA 32773 ISSUE: DATE: FOR CONSTRUCTION: 12-8-17 OOPYRlfktr 2017 - DESICEI TFREE ASSOCNTES RESERVEs ALL MGM FOR WMQ1 TTIESE DOCUMOITS WERE ORMALLY CRFAYED. EVOLVED AND DEVELOPED. RFPROOUCIIONS, CHANCES OR ASSOMEN IS ARE PROHIBITED WRAOLfR WIBRPN PEAMr590N FROM DESIGN THREE ASS°CNTES. SHEET: 1754-EF11 3.OJ F L t ;tuiLffbtt'Y'wi .ir{r7Y�iflr�i'•:��t�{`3 PANEL 'AS' PANEL 'BS' 10K AIC RELOCATED PANEL POWER ONE -LINE DIAGRAM NOT TO SCALE GC SHALL COORDINATE ALL WIRING DEVICE FINISHES/COLORS WITH EC, LV VENDORS, OWNER/TENANT, OR ANY OTHER CONTRACTORS PROVIDING ITEMS ON WALLS THAT SHALL MATCH IN COLOR/FINISH. POSSIBLE RETURN AIR PLENUM (RAP) NOTE.- THE OTE.THE SPACE ABOVE THE CEILING MAYBE A RETURN AIR PLENUM. ALL LOW VOLTAGE WIRING SHALL BE RAP RATED IF THE SPACE ABOVE THE CEILING /S A RAP. CONTRACTOR SHALL ALSO INFORM TENANT OF THIS FACT SO THAT THEIR LOW VOLTAGE CONTRACTOR WILL PROVIDE RAP LOW VOLTAGE WIRING IF REQUIRED. THE CONTRACTOR OR TENANTS LOW VOLTAGE CONTRACTOR IS RESPONSIBLE FOR VERIFYING /F THE SPACE ABOVE THE CEILING /S A RAP. DESCRIPT/ON VOLTS/ PHASE MCA (AMPS) MOCP (AMPS) DEVICE/DISCONNECT AT EQUIPMENT - SEE NOTE #2 CONDUCTOR SIZE PANEL - CIRCUIT NUMBER NOTES. CU -1 208/3 21 35 60/3 FUSED 3R DISCONNECT SWITCH, F=35A 4#8,1#10G. -1"C. 8-25:27:29 1,2 FCU -1 208/3 46 50 60/3 FUSED DISCONNECT SWITCH, F=50A 4#6,1#10G.-1 1/4"C. 8-31:33:35 1,2 1 AC -1 12011 12 20 5-20R DUPLEX RECEPTACLE 2#10,1#10G. -314"C. A-28 1, 2; 1.3KW EWH-1 208/1 21.8 30/2 30/2 DISCONNECT SWITCH 3#8,1#10G. -1"C. A-7,9 1, 2;4.5KW EWH-2 208/1 21.8 30/2 30/2 DISCONNECT SWITCH 3#8,1#10G.-I"C. 8-38,40 1, 2; 4.5KW EQUIPMENT CONNECTION SCHEDULE NOTES: 1. CONTRACTOR SHALL VERIFY VOLTAGE, PHASE, AMPS, HORSEPOWER, MOCP, MCA, NEMA CONFIGURATION OF CORD/PLUG, OF ACTUAL EQUIPMENT TO BE INSTALLED BY REVIEWING SHOP DRAWINGS OR OBTAINING WR17TEN INFORMATION FROM OTHERS. DO THIS PRIOR TO ROUGH -IN. 2. DISCONNECT SWITCHES SHALL BE FIELD LOCATED TO HAVE WORKING SPACE /N ACCORDANCE WITH NEC 110.26(A)(1) AND 110.26(A)(2). PROVIDE 3'47"04'144" CLEARANCE IN -FRONT OF EQUIPMENT AND 30" WIDE. PROVIDE CORD/PLUG /F REQUIRED TO OBTAIN NEC WORKING CLEARANCES. IN SOME CASES, UNISTRUT FLOOR TO CEILING MAY BE REQUIRED AND SHALL BE INCLUDED /N SCOPE 3. SWITCH: USE INDUSTRIAL EXTRA HEAVY-DUTY SPECIFICATION GRADE SWITCHES (PS30AC2W), 30AMP, 1 2 012 7 712 0 812 0 4V FOR /NSTA-HOTS. 4. ALL FUSES SHALL BE 200K AIC CURRENT UMMNG FUSES. 5. MITSUBISHI UNIT: FEED POWER TO CONDENSING UNIT, THEN CONTINUE WIRING TO AH. EQUIPMENT CONNECTION SCHEDULE NOT TO SCALE FLOOR PLAN - POWER AND SYSTEMS SCALE: 118" = V-0" POWER AND SYSTEMS NOTES. 0 REFER TO THE'EQU/PMENT CONNECTION SCHEDULF ON THIS SHEET FOR ELECTRICAL REQUIREMENTS. 0 PROVIDE #6 SOLID CU INSULATED GROUND FROM 6 -LUG GROUND BUS BAR MOUNTED TO TIB TO PANEL GROUND BUS. MOUNT GROUND BAR AT TOP OR BOTTOM OF PLYWOOD BACKBOARD. OCIRCUITING SHOWN /S ONLY REPRESENTATIVE. CONTRACTOR SHALL MAKE USE OF EXISTING CIRCUITS WHERE AVAILABLE. IT /S THE CONTRACTORS RESPONSIBILITY TO DETERMINE AVAILABILITY OF EXISTING CIRCUITS BY TRACING OUT EXISTING CONDITIONS AS SPECIFIED IN DEMOLITION GENERAL NOTE #7. IF NEW CIRCUITS ARE REQUIRED, PROVIDE HOMERUN AND CIRCUIT BREAKERS AS REQUIRED TO PANEL/S `A'PAS'PB'PBS'. SHOULD THERE BE ANY UNCERTAINTY OVER CIRCUITING REQUIREMENTS FOR NEW ELECTRICAL AFTER THE NATURE OF EXISTING CIRCUITS HAVE BEEN VERIFIED, ITIS THE CONTRACTORS RESPONSIBILITY TO CONTACT THE ENGINEER FOR GUIDANCE AND PROVIDE THE ENGINEER WITH PANEL SCHEDULE/S THAT ACCURA TELY AND CLEARLY LABEL ALL EXISTING CIRCUITS WITH THE LOADS AND SUITE NUMBERS THEY SERVE, AND CIRCUITS THAT WILL BE MADE AVAILABLE DUE TO DEMOLITION SHOWN AS SPARES. 0 VERIFY EXACT LOCATION PRIOR TO ROUGH -IN. 5 PROVIDE 1 1/4"C. TO EXTERIOR TELEPHONE CABINET FOR COMMUNICATIONS. 6 EXISTING MULTIW/RE BRANCH CIRCUITS THAT ARE USED/RE-USED FOR THIS RENOVATION SHALL CONFORM TO NEC 2011210.4. CIRCUITS WITH A SHARED NEUTRAL CONDUCTOR SHALL BE RE -ARRANGED /N THE EXISTING PANELBOARD AND A NEW MULTI -POLE CIRCUIT BREAKER OR UL LISTED HANDLE TIE FOR THE EXISTING SINGLE POLE CIRCUIT BREAKERS SHALL BE PROVIDED. TYPICAL. 0 PUTTY PADS., PROVIDE PUTTY PADS AROUND DEVICE BOXES AS REQUIRED PER FBC 713.3.2 EXCEPTION 1.412.3. CUT AND PATCH DRYWALL AS REQUIRED. UL LISTED FIRE RESISTANT BOX INSERTS ARE ALSO ALLOWED /F INSTALLED PER MANUFACTURER'S REQUIREMENTS. SPECIFIED TECHNOLOGIES, INC. EP441EP45. TYPICAL FOR ALL NEW DEVICES /N RATED WALLS. goPROVIDE CONVENIENCE WEATHERPROOF GF/ RECEPTACLE /FAN EXISTING IS NOT WITHIN 25'-0" OF NEW UNIT LOCATION. CONNECT ROOF RECEPTACLE TO EXISTING ROOF RECEPTACLE CIRCUIT WITH 2#8,1 #8G. WIRING. Og PROVIDE JUNCTION BOXES /N CEILING ABOVE OLD PANEL LOCATION AND PROVIDE WIRING AS REQUIRED TO EXTEND OLD PANEL LOCATION TO NEW PANEL LOCATION. Q SIGN: SIGNAGE INSTALLATION SHALL COMPLY WITH NEC 600.21(A) -(F). COORDINATE WITH SIGN VENDOR TO ENSURE PROPOSED SIGN INSTALLATION WILL COMPLY WITH WORKING SPACE AND ACCESS TO REMOTE BALLASTS, TRANSFORMERS, AND POWER SUPPLIES. NOTWYARCHITECT OF ANY CONFLICTS. 11 PROVIDE RELOCATION OF LIFT ELECTRICAL CONNECTIONS AS REQUIRED. VERIFY SCOPE OF WORK PRIOR TO BID. INFORMATION WAS NOT GIVEN TO ENGINEER AT TIME OF DESIGN. PROVIDE WIRING AS REQUIRED SUCH THAT PANEL 'AS' /S FED FROM PANEL 'B' AS SHOWN ON POWER ONE UNE DIAGRAM, SEE SHEET E2.0 FOR MORE INFORMATION. 13 IF NO EXISTING EXTERIOR RECEPTACLE IS WITHIN 25' OF CONDENSING UNIT, PROVIDE NEW WEATHERPROOF GF/ RECEPTACLE WITHIN 25. PLUG LOAD CONTROL (PL): PROVIDE ROUTING OF RECEPTACLE CIRCUITS INDICATED AS BEING PLUG LOAD CONTROL THROUGH CONTACTORITIMECLOCK WITH OVER -RIDE SPOT SWITCH. • TIMECLOCK- INTERMATIC ET1700 SERIES -7 -DAY -1201277V ELECTRONIC TIMECLOCK • CONTACTORS: GE CR460 SERIES (MECHANICALLY HELD) MOUNTED /N NEMA 1 ENCLOSURE ABOVE ACCESSIBLE CEILING GRID ABOVE TIMECLOCK LOCATION. • OVER -RIDE SPOT SWITCH. LEVITON 1257-X • PLUG LOAD SPLIT RECEPTACLE (PL 1): ALL PLUG LOAD RECEPTACLES SHALL BE SPLIT SO THAT ONLY HALF OF RECEPTACLE /S WIRED FOR PLUG LOAD CONTROL. PROVIDE ADDITIONAL WIRING AS REQUIRED. ®cam afffmcermmfiu CONSULmrBUMMO, NIC. ALL MATS N£URWD. 30 31V.LS _ ,n.= moi/ ��SN3 ARCHITECTU AL CONSULTING ENGINEERING, INC. ELECTRICAL ENGINEER 1010 BUNNELL RD, STE 1104 ALTAMONTE SPR, FL 32714 PHONE (4 )7) 339 - 3060 FAX: 407 8862 - 1931 E-MAIL:gsigleI ace-mep.com GREG SLE, P.E. P.E. LICENSE # 48671 E B N # 8019/# 9682 DESIGN THREE ASSOCIATES 815 ORIENTA AVE. SUITE 1050 ALTAMONTE SPRINGS, FL 32701 (407) 834-2444 AAP000452 PROJECT: NO: 17029 INTERIOR ALTERATION UNIT 500 RECONFIGURATION 2913 S. ORLANDO AVE SANFORD, FLORIDA 32773 ISSUE: DATE: FOR CONSTRUCTION: 12-8-17 COFMGHT © 2017 — DESIGN 1MREE ASSOCIATES RESERVES ALL RIGHTS FOR WHICH THESE DOCUMENTS WERE ORIGINALLY CREATED. EVOLVED AND RI:P DEVELOPED. RODUCIM CHANCES OR ASSKMENIS ARE PROHIBITED WITHOUT WRITTEN PERIMISSM FROM DESIGN THREE ASSOCIATES. SHEET: 1754-EF12 E4.90i F System No.W-L-1001 June 15.2UO5 FRa1ingu 1.2.3and 4Hr(See Items 2and 3) TRatings '0.1.2.3.and 4Hr(See Item 3) LRating AtAmbient less than 1 CFM/oqft LRating At400F less than 1CFM/sq tt SECTION ** 1. ww| Assembly The 1 2, 3m4 wn"+mmu gypsum wallboard/stud wall assembly shall be constructed of the materials and /nthe manner described mthe individual ummmu'00 Series Wall wPartition Designs mthe uLFire Resistance Directory and shall include the following construction features: A. Studs Wall framing may consist of either wood studs (max 2 hr fire rated assemblies) or steel channel studs. Wood studs mconsist wnom ou'4in. (5/ m//uumm) lumber spaced 1oin, (4osmm) onwith nom ouy4in. (51 uv/uemm) lumber end plates and cross um*oo. mo*| studs to be min 3'5m in. (9e mm) wide by 1'3m in. (35 mm) deep channels spaced max 2win. (6/nmm) OC. B. Gypsum aomu° Nom //2w5/8 in. (/u"/ /n mm) m/ox. 4o (1eocm) wide with square wtapered *uoor, The gypsum wallboard typo, m|cxnms, number oflayers, fastener type and sheet orientation shall uouospecified in the individual u30mmu4noSeries Design mthe uLFire Resistance oimomn.wxxmmmofopomoe|o2om, (660 mm). o. Tnnmgx Penetrant One metallic p|pr, conduit o, tubing |osta|vu mm^, oor*omxm|ly o, wm*mnou|ly 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) tomax uin. (s/ mm). Pipe, conduit or tubing to be rigidly supported on both sides of wall assembly. The following types and sizes mmetallic pipes, conduits o,tubing may ueused: A.Steel Pipe Nom 2win. (6/omm) mum(or omaxor) Schedule /o(or heavier) steel pipe. B. Iron Pipe Nom o4in. (610mm) u/um (or smaller) service weight (or xouv*4cast iron soil pipe, nom 12 in. (305 mm) u/am(or smaller) o,Class ao(or heavier) ductile iron pressure pipe. C. Conduit Nom nin. (1mmm) mum(or smaller) steel conduit o,nom 4in. (/nemm) uium(or smaller) steel electrical metallic tubing D. Copper Tubing Nom uin. (/aemm) uiam(or smaller) Type L(or heavier) copper tubing s.Copper Pipe Nom oin. (1eomm) mam(or smaller) Regular (or heavier) copper pipe. p.Through Penetrating Product* Flexible Metal Piping The following types msteel flexible metal gas piping may be used: / Nom 2 in. (51 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. OMEGA FLEX INC 2. Nom 1 in. (25 mm) diam (or smaller) steel flexible metal gas piping. Plastic covering on piping may mmay not be removed on both sides of floor or wall assembly. nrsFLsxoonp xaumorco u. Nom / in. (25 mm) mum (or smaller) steel flexible metal gas piping. Plastic covering on piping may o,may not u* removed ovboth sides mfloor o,wall assembly. WARD MFG INC unn,VnmmCavity Material* Caulk mSealant Min 5m./'1/4.1'noand o'/12in. (1u.uu'4uand ,wmn)thickness ofcaulk for 1.x.3and 4 hrrated assemblies, respectively, applied within annulus, flush with both surfaces wwall. Min 1w in. (6 mm) uiam bead mcaulk applied to gypsum boam/penetrant/nterface at point contact location on both sides of wall. The hourly Rating of the n*smpxystem is uopommnt upon the hourly fire mmno mthe wall assembly in which it is installed, axshown mthe following table. The hourly /Rating mthe nmotop system is dependent upon the type or size mm* pipe mconduit and the hourly tire rating of the wall assembly in which it is installed, as tabulated below: Max Pipe or Conduit F Rating Hr T Rating Hr +When copper pipe isused, rRating isuhr. 3M COMPANY - CP 25WB+ caulk or FB -3000 WT sealant, *Bearing the uLClassification Marking °moTs ' THIS MATERIAL WAS EXTRACTED oYmmFIRE PROTECTION PRODUCTS FROM THE uoo« EDITION OF THE UL FIRE RESISTANCE DIRECTORY. System Nm.W-L-3001 September 0.204 (Formerly System No. 149) FRatinQo 1 and 2Hr(See Item 1) TRatings '3/4. 1, 1'1/2and 2Hr(See Item 2) L Rating At Ambient 15 CFM/nqft (Sec Item 3) L Rating At 400 F - less than 1 CFM/sq ft (See Item 3) SECTION A -A 1.Wall Assembly The 1wnx,fire-rated gypsum wallboard/stud wall assembly shall be constructed mthe 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 1nin. oowith nom 2uv4in. lumber end plates and cross braces. Steel studs muvmin o'o/8in, wide uy1'3/uin, deep channels spaced max u4inOC. m.Gypsum Board* Nom //2o,5/oin. mivx.4 ft wide with square o,tapered edges. The gypsum wallboard type, thickness, number of layers and sheet orientation shall be as specified in the individual Wall or Partition Design.o|umo, circular through opening mb*3/8in. m5/um larger than outside u/umofcable v,cable bundle, c.Fasteners When wood stud framing |vemployed gypsum wallboard layers attached tostuds with cement coated nails axspecified /nthe individual Wall o,Partition Design. When steel channel stud framing ioemployed, gypsum wallboard attached to studs with Type S self -drilling, self -tapping bugle -head steel screws as specified in the individual Wall o,Partition Design. The hourly pRating vvthe nwstnpsystem /s equal »vthe hourly fire rating o,the wall assembly mwhich u/w 2. Cables Individual cable wmax 1m. diam,able bundle installed mthrough opening with an annular space ofmin o in. (point contact) mmax 3win. Cable mbwrigidly supported cwboth sides mwall assembly. The following types and sizes mcables may uoused: A, Max 1 10 pair No. 24 AWG copper conductor telephone cable with polyvinyl chloride (PVC insulation and jacket materials. when max eopair telephone cable /oused, TRating /so»,.vvoenaoto1sopair telephone cable /oused mI h,fire rated wall, rRating /u3/ox,.wx*nso u,1aupair telephone cable /* used m2 h,fire rated wall, rRating /s I^,. BMax No. 10 AWG multiple copper conductor Type NM ("Romex" ) nonmetallic sheathed cable with PVC insulation and jacket materials. When Type mmcable /sused, max rRating /s 1'1/u»,. C. Multiple fiber optical communication cable jacketed with PVC and having a max outside diam of 5/8 in. When fiber optic cable /oused, max TRating /sohr. D. Max 12 AWG multi conductor (max seven conductors) power/control cable with cross-linked polyethylene (XLPE) insulation and xnco,PVC jacket materials. When multi rnnuu,tp, power/control vome is used, moxr nounu is ox,. E. Max four conductor with ground No. 2AWG (or smaller) aluminum SER cables with polyvinyl chloride insulation and jacket materials. 3.m/,Vpum,Cavity Materials* Caulk, Sealant or Putty Caulk o,putty fill material installed mcompletely fill annular space between cable and gypsum wmuvammobomsiuoxofwal|anuwx nmin 1/4in. uiambead ofcaulk wputty applied mperimeter mmmo(s)atits egress from each side mthe wall. 3M COMPANY Mp+Stix putty, opcowa+caulk, Fe-3oouwTsealant orCable Wrap putty (Note: L Ratings apply only when CP 25WB+ caulk or FB -3000 WT sealant is used.) *Bearing the uLClassification Mark ~ PENETRATION D ~ E7R0=TI= NOT TO SCALE VOLTS: 2081120 2081120 SOURCE:pMEL,B, PHASE: 30, 4W SOURCE:WIREWAY 30,4W PHASE: 30, 4W PANEL AS 30, 4W +When copper pipe isused, rRating isuhr. 3M COMPANY - CP 25WB+ caulk or FB -3000 WT sealant, *Bearing the uLClassification Marking °moTs ' THIS MATERIAL WAS EXTRACTED oYmmFIRE PROTECTION PRODUCTS FROM THE uoo« EDITION OF THE UL FIRE RESISTANCE DIRECTORY. System Nm.W-L-3001 September 0.204 (Formerly System No. 149) FRatinQo 1 and 2Hr(See Item 1) TRatings '3/4. 1, 1'1/2and 2Hr(See Item 2) L Rating At Ambient 15 CFM/nqft (Sec Item 3) L Rating At 400 F - less than 1 CFM/sq ft (See Item 3) SECTION A -A 1.Wall Assembly The 1wnx,fire-rated gypsum wallboard/stud wall assembly shall be constructed mthe 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 1nin. oowith nom 2uv4in. lumber end plates and cross braces. Steel studs muvmin o'o/8in, wide uy1'3/uin, deep channels spaced max u4inOC. m.Gypsum Board* Nom //2o,5/oin. mivx.4 ft wide with square o,tapered edges. The gypsum wallboard type, thickness, number of layers and sheet orientation shall be as specified in the individual Wall or Partition Design.o|umo, circular through opening mb*3/8in. m5/um larger than outside u/umofcable v,cable bundle, c.Fasteners When wood stud framing |vemployed gypsum wallboard layers attached tostuds with cement coated nails axspecified /nthe individual Wall o,Partition Design. When steel channel stud framing ioemployed, gypsum wallboard attached to studs with Type S self -drilling, self -tapping bugle -head steel screws as specified in the individual Wall o,Partition Design. The hourly pRating vvthe nwstnpsystem /s equal »vthe hourly fire rating o,the wall assembly mwhich u/w 2. Cables Individual cable wmax 1m. diam,able bundle installed mthrough opening with an annular space ofmin o in. (point contact) mmax 3win. Cable mbwrigidly supported cwboth sides mwall assembly. The following types and sizes mcables may uoused: A, Max 1 10 pair No. 24 AWG copper conductor telephone cable with polyvinyl chloride (PVC insulation and jacket materials. when max eopair telephone cable /oused, TRating /so»,.vvoenaoto1sopair telephone cable /oused mI h,fire rated wall, rRating /u3/ox,.wx*nso u,1aupair telephone cable /* used m2 h,fire rated wall, rRating /s I^,. BMax No. 10 AWG multiple copper conductor Type NM ("Romex" ) nonmetallic sheathed cable with PVC insulation and jacket materials. When Type mmcable /sused, max rRating /s 1'1/u»,. C. Multiple fiber optical communication cable jacketed with PVC and having a max outside diam of 5/8 in. When fiber optic cable /oused, max TRating /sohr. D. Max 12 AWG multi conductor (max seven conductors) power/control cable with cross-linked polyethylene (XLPE) insulation and xnco,PVC jacket materials. When multi rnnuu,tp, power/control vome is used, moxr nounu is ox,. E. Max four conductor with ground No. 2AWG (or smaller) aluminum SER cables with polyvinyl chloride insulation and jacket materials. 3.m/,Vpum,Cavity Materials* Caulk, Sealant or Putty Caulk o,putty fill material installed mcompletely fill annular space between cable and gypsum wmuvammobomsiuoxofwal|anuwx nmin 1/4in. uiambead ofcaulk wputty applied mperimeter mmmo(s)atits egress from each side mthe wall. 3M COMPANY Mp+Stix putty, opcowa+caulk, Fe-3oouwTsealant orCable Wrap putty (Note: L Ratings apply only when CP 25WB+ caulk or FB -3000 WT sealant is used.) *Bearing the uLClassification Mark ~ PENETRATION D ~ E7R0=TI= NOT TO SCALE VOLTS: 2081120 2081120 SOURCE:pMEL,B, PHASE: 30, 4W SOURCE:WIREWAY 30,4W PHASE: 30, 4W PANEL AS 30, 4W PANEL A PANEL BUS RATING 125A MLO BUS RATING: 20013 MCB SINGLE SECT 4;) CIRCUIT VERTICAL KVA AMPS BUS RATING: 20013 MCB KVA AMPS SINGLE SECT 42 CIRCUIT VERnCAL GROUND BUS: YES KVA AMPS SINGLE SECT 42 CIRCUIT VERTICAL CONN. LOAD 6.6 18.3 1 EXISTING YES 42 CIRCUIT VERTICAL SUITE 550 CONN. LOAD 56.7 157.3 GROUND BUS: YES DEMANDLOAD, 6.6 18.3 MOUNTING: I OK AIC CONN. LOAD 69.8 193.7 �64.3:1178.3 SUITE 550 DEMAND LOAD:::58.2 161.4 MOUNTING: SURFACE 1.0 10KAIC SUITE 500 R DEMAND LOAD:: MOUNTING: SURFACE SUITE 550 k2 SPARE 0 7 1 00.613.91 4 R SPARE L 9 2'01 2011 1.0 go;2 P SHOW DUCT SMOKE DETECTOR 0.6 2011 :3 R 8 SPARE SPARE 0 9 10 SPARE LIGHTING LOADS 4,2 DEMAND 5.3 RECEPTACLE LOADS 2.2 DEMAND 2.2 10 OTHER LOADS 6.6 SPACE 0 11 2011 0. 12 . R WAREHOUSE RECEPS LIGHTING LOADS 0.0 DEMAND -0.0 RECEPTACLELOADS 3.6 DEMAND 3.6 OTHER LOADS 3.0 DEMAND -3.0 0 17 2011 0. 18 RELOCATED FROM AS' R 19 0.6 2011 15 0.6 gn TTB RECEP RELOCATED FROM AS, P �)i 0.6 2011 2011 11.0 LIGHTING RELOCATED FROM AS' R 23 0.6 P011 2011 in LIGHTING RELOCATED FROM AS' R 25 0.6 2011 2011 1.0 26 JL LIGHTING RELOCATED FROM AS' R 27 06 2011 2011 13 28 to AC -1 RELOCATED FROM AS' R 29 0.6 2011 1 30 1 0 0 RELOCATED HEAT STRIP CKT 0 31 3.0 4512 S 321 0 !26 28 32 0 CONDENSATE PUMP qn 50 2011 1 FCU -1 o 31 201141.2 38 fgo 2 7 0 -------- SIGN CIRCUIT P 118.2 122.8115 79 LOAD FROM DOWNSTREAM PANELS PANELLOADS LOAD FROM DOWNSTREAM PANELS PANELLOADS LIGHTING 0.0 LIGHTING 5.8 DEMANDED 7.3 LIGHTING 5.3 LIGHTING RECEPTACLES 0,0 RECEPTACLES 7.2 DEMANDED. 7.2 RECEPTACLES 2.2 RECEPTACLES OTHER 0.0 OTHER 43.7 DEMANDED 43.7 SYSTEM NO. W -L-1032 (FORMERLY SYSTEM NO. 4O0 FRATING­ 2HR T RATINGS- O. 1'1/2AND 2 HR (SEE ITEM 2) LRATING ATANB|ENT''LESSTHAN 1CFM/sq ft LRATING AT400"F-LESSTHAN 1 CFM/aqh SECTION A -A VOLTS: 2081120 SOURCE:pMEL,B, PHASE: 30, 4W PHASE: 30,4W SOURCE:wlgEwAy PANEL AS 30, 4W BUS RATING: 125A MLO PANEL BUS RATING 125A MLO SINGLE SECT 4;) CIRCUIT VERTICAL KVA AMPS BUS RATING: 20013 MCB KVA AMPS SINGLE SECT 42 CIRCUIT VERnCAL GROUND BUS: YES EXISTING 1 OK AIC CONN. LOAD 6.6 18.3 1 GROUND BUS: YES 42 CIRCUIT VERTICAL SUITE 550 1 OK AIC DEMANDLOAD, 6.6 18.3 MOUNTING: SURFACE CONN. LOAD 69.8 193.7 �64.3:1178.3 SUITE 550 YES WAREHOUSE LIGHTS L 1.0 10KAIC R DEMAND LOAD:: MOUNTING: SURFACE SUITE 550 k2 SPARE 0 7 1 00.613.91 4 R SPARE L 9 2'01 2011 1.0 go;2 P SHOW DUCT SMOKE DETECTOR 0.6 2011 :3 R 8 SPARE SPARE 0 9 10 SPARE LIGHTING LOADS 4,2 DEMAND 5.3 RECEPTACLE LOADS 2.2 DEMAND 2.2 OTHER LOADS 6.6 DEMAND 6.6 LIGHTING LOADS 0.0 DEMAND -0.0 RECEPTACLELOADS 3.6 DEMAND 3.6 OTHER LOADS 3.0 DEMAND -3.0 SYSTEM NO. W -L-1032 (FORMERLY SYSTEM NO. 4O0 FRATING­ 2HR T RATINGS- O. 1'1/2AND 2 HR (SEE ITEM 2) LRATING ATANB|ENT''LESSTHAN 1CFM/sq ft LRATING AT400"F-LESSTHAN 1 CFM/aqh SECTION A -A VOLTS: 2081120 SOURCE:pMEL,B, PHASE: 30, 4W PANEL BS SOURCE:wlgEwAy PHASE: 30, 4W BUS RATING: 125A MLO PANEL B SINGLE SECT 4;) CIRCUIT VERTICAL KVA AMPS BUS RATING: 20013 MCB CONN. LOAD 13.0 36.1 GROUND BUS: YES 1 OK AIC DEMAND LOAD 14.1 39.0 MOUNTING: SURFACE SINGLE SECT 42 CIRCUIT VERTICAL SUITE 550 EXISTING CONN. LOAD 69.8 193.7 �64.3:1178.3 GROUND BUS: YES WAREHOUSE LIGHTS L 1.0 10KAIC R DEMAND LOAD:: MOUNTING: SURFACE SUITE 550 k2 OFFICE LIGHTING L 7 1 00.613.91 8 R OFFICE LIGHTING L 9 2'01 2011 1.0 10 P SHOW DUCT SMOKE DETECTOR 0.6 2011 12 R LIGHTING LOADS 4,2 DEMAND 5.3 RECEPTACLE LOADS 2.2 DEMAND 2.2 OTHER LOADS 6.6 DEMAND 6.6 0 15 16 24 0 0.2 !26 28 32 0 CONDENSATE PUMP 50 2011 1 FCU -1 o 31 fgo 2 7 0 -------- SIGN CIRCUIT P LOAD FROM DOWNSTREAM PANELS PANELLOADS LIGHTING 5.3 LIGHTING 0.0 DEMANDED -5.3 RECEPTACLES 2.2 RECEPTACLES 2.4 DEMANDED 4.6 OTHER 6.6 OTHER 47.8 DEMANDED 54.4 VOLTS.- 2081120 SOURCE:pMEL,B, PHASE: 30, 4W PANEL BS WA AMPS BUS RATING: 125A MLO SINGLE SECT 4;) CIRCUIT VERTICAL EXISTING CONN. LOAD 13.0 36.1 GROUND BUS: YES 1 OK AIC DEMAND LOAD 14.1 39.0 MOUNTING: SURFACE SUITE 550 WAREHOUSE LIGHTS L 1.0 R i3$ k2 OFFICE LIGHTING L 7 1 00.613.91 8 R OFFICE LIGHTING L 9 2'01 2011 1.0 10 P SHOW DUCT SMOKE DETECTOR 0.6 2011 12 R LIGHTING LOADS 4,2 DEMAND 5.3 RECEPTACLE LOADS 2.2 DEMAND 2.2 OTHER LOADS 6.6 DEMAND 6.6 P=N=LB=R= SCHEDULES, NOT 7(}SCALE PANELBOARD SCHEDULE NOTES. PROVIDE UPGRADED TYPED PANEL SCHEDULES FROM AS-BUILTS FOR ACTUAL DESCRIPTIONS/LOCATIONS FOR LIGHTING AND RECEPTACLE CIRCUITS. TURN OFF ANY SPARE BREAKERS TYPICAL CIRCUITS SHOWN ARE REPRESENTATIVE ONLY, MARK UP AS-BUILTS WITH ACTUAL CIRCUITS UTILIZED. TYPICAL ADD SUITE NUMBER NEXT TO ALL EXISTING AND NEW CIRCUITS INTO THIS TENANT SPACE. tWall Assembly The fire rated gypsum wallboard/stud wall assembly shall be constructed of the materials and in the manner described in the individual U300 and U400 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include the following construction features: A. Studs Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist ofnom 2by4in. lumber spaced 1Oin. OC. Steel studs mbomin 2'1/2in. wide and spaced max 24in. OC. B.Gypsum Board* Two layers ofnom 4ftwide byoV8in. thick gypsum wallboard, asspecified inthe individual Wall and Partition design. Max diamofopening ia3in. o.Through Penetrating Product* ' Flexible Metal Conduit Nom uin. dium(or smaller) aluminum Flexible Metal Conduit+ Max one flexible metal conduit installed near center of through opening in gypsum wallboard layers. Diam of opening cut through both layers of gypsum wallboard on each side of wall mmin 1/4in. mmax 1in. larger than diamofflexible metal conduit. When nom 1'1/4in. m2in. diamconduit ioused, TRating isohr. When nom 1/nin. »m 1 in. diam conduit iouswd,TRating is 1-1/2 hr. When nom 3/nin. diomconduit ieuwed.TRating isohr. Flexible metal conduit voUorigidly supported onboth sides ofwall assembly. ANuKxETINDUSTRIAL INC o.FiU.VoiuorCavity Material* Caulk Caulk fill material forced into annular space around entire circumference oYflexible metal conduit mcompletely fill nom 1-1/4 indeep annulus ingypsum wallboard layers oneach side of the wall assembly. MINNESOTA MINING & MFG CO'CPo5NB+ *Bearing the ULClassification Marking ^NOTE THIS MATERIAL WAS EXTRACTED BY3MFIRE PROTECTION PRODUCTS FROM THE uuuu EDITION OFTHE ULFIRE RESISTANCE DIRECTORY NOT FOR USE ASACONSTRUCTION DOCUMENT. DRAWING NOT TOSCALE. PANEL SCHEDULE CALCULATIONS. LIGHTING(L) LOADS ARE GIVEN A DEMAND VALUE OF 125% OF CONNECTED LOAD. * RECEPTACLE(R) LOADS ARE GIVEN wDEMAND VALUE wF"wm*FOR THE FIRST ,°K=~ OF CONNECTED LOAD, AND 50% FOR CONNECTED LOAD BEYOND THE FIRST 10KV4. �^ OTHER(0) LOADS ARE GIVEN mDEMAND VALUE O,00wOCONNECTED LOAD. WALL OPENING PROTECTIVE MATE(CLIV) This category covers proprietary compositions which are used to maintain the hourly ratings of fire resistive walls and partitions containing flush mounted devices such ayoutlet boxes, e|ecirica| cabinets and mechanical cabinets. The individual ClassificaLions indicaLe Lhe specific applications and the method of installation for which the materials have been evaluated. The basic standard used to investigate products in this category isANSDUL 363, "Fire Tests ofBuilding Construction and Materials". LOOK FOR CLASSIFICATION MARKING ON PRODUCT The Classification Marking ofUnderwriters Laboratories Inc. (shown below) on the product orcontainer iythe only meLhod provided by Underwriters Laboratories Inc. toidentify Wall Opening Protective Materials produced underiLy Classification and Follow -Up Service. UNDERWRITERS LABORATORIES INC^@ CLASSIFIED WALL OPENING PROTECTIVE MATERIAL FIRE RESISTANCE CLASSIFICATION SEE PRODUCT CATEGORY IN UL FIRE RESISTANCE DIRECTORY MINNESOTA MINING & MFG CO R9700 3M CENTER, ST PAUL MN 55144 Type MPP -4S+ moldable putty pads for use with max 4-11/16 by 4-11/16 in. flush device UL LiyLed Metallic Outlet Boxes in fire rated gypsum wallboard wall assemblies framed with min. 3-1/2 in. wide wood or steel studs and constructed as specified in the individual U300 or U400 Series Wall and Partition Designs in the FCre ResistonceDirectory. Outlet boxes secured tnwood studs by means of two mailing tabs in conjunction with nails supplied with the outlet box. Type MPP -4S+ moldable putty pads for use with max4 by 3-3/4 by 3 in. deep ULListed Nonmetallic Outlet Boxes manufactured byCarlon Electrical Products, made of PVC and bearing a Z hr rating under the "outlet Boxes and Fittings Classified for Fire Resistance" category in the Fire Resistance Directory. For use in fire rated gypsum wallboard wo|| assemblies framed with min 3-5/8 in. wide wood studs and constructed asspecified in the individual U300 Series Wall and Partition Designs in the Fire Resistance Directory. Moldable putty pads are to be installed to completely cover the exterior surfaces ofthe outlet box (except for the side o[the outlet box against the stud) including mailing tabs and completely seal against the stud within the stud cavity. Anadditional ball of the putty material used toplug the end ofeach electrical metallic tube orconduit atits connection to the box. A min 1/8 in. thickness of putty material is required on the exterior surfaces of flush device boxes in 1 and Ihrfire rated Wall and Partition Designs. When the moldable putty pad outlet box protective material is used on boxes on both sides of wall as directed, the horizontal separation between outlet boxes on opposite sides of the wall may be less than 24 in. provided that the outlet boxes are not installed back Loback. LL OPENING R=TE=70VE MATERIALS (- "PUTTY =' NOT 7T}SCALE NOTE: PUTTY PADS ARE NOT REQUIRED WHERE THE PROVISIONS OF FBC '712.3.2 EXCEPTIONS' ARE SPECIFICALLYADHERED M ' MC. AU RIGM RESERM Us 0 CL Zz ARCHITECTURAL �-���J^�� Y�lF�mJ�� ~~~�'"^^~�"-" "'-�� ENGINEERING, INC. ELECTRICAL ENGINEER 1010BUNNELLRD, STE1104 ALTAKAONTESPR, FL 32714 PHONE E'MA|L:i | 'mep.com GREGS|GLE P.E. P.E. LICENSE 48671 DESIGN THREE ASSOCIATES 815 ORKENTA AVE. SUITE 1050 ALTAMONTE SPRINGS,FL32701 (407) 834'2444 ^AP=0452 PROJECT: NO:17029 INTERIOR ALTERATION NNN�0�~�" �������^ n�'m-�mm +����p��p RECONFIGURATION m��m�,n�^��"u��m- m��/��m�����m m�"pm-� 2913 S. ORLANDO AVE SANFORD,FLORlDA 32773 ISSUE: DATE: FOR CONSTRUCTION: 12-8-17 DEVUCM REIniciucrom CHANGES OR ASSIGNblIENM ARE PROHIBITED 1754-EPNL SHEET: E5*0i