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HomeMy WebLinkAbout1205 W Airport Blvd 18-3578 Plans (2)MANEUVERING CLEARANCES AT MANUAL SWINGING DOORS SCALE: 1/8" =1'-O" MIN. O ! MIN. O I i FRONT APPROACH, FRONT APPROACH, PULL 51 DE PUSH 51 DE 4 MIN � lz � MIN. I m -- LATCH APPROACH, LATCH APPROACH, PULL 51DE PUSH SIDE - +_ O I13'-O" - m ! IN. HINGE APPROACH, PULL SIDE HINGE APPROACH, PUSH SIDE, /- d MIN. / HINGE APPROACH, PULL 51 DE DOOR PROVIDED WITH BOTH CLOSER AND LATCH ---- i� IN. I F O MIN. i �t HINGE APPROACH, FRONT APPROACH, PUSH SIDE, DOOR PUSH SIDE, DOOR PROVIDED WITH PROVIDED WITH BOTH BOTH CLOSER AND CLOSER AND LATCH LATCH DOOR PROVIDED WITH CLOSER �I h1��I' p 2-0" O MIN. LATCH APPROACH, LATCH APPROACH, PULL SIDE, DOOR PUSH SIDE, DOOR PROVIDED WITH PROVIDED WITH CLOSER. CLOSER. DOOR HARDWARE ALL HARDWARE SHALL BE UNLOCKED IN THE DIRECTION OF EGRESS REGARDLESS OF OTHER LOCK FUNCTIONS. ALL DOOR HARDWARE SHALL BE LEVER TYPE IN COMPLIANCE WITH ADA AND FLORIDA BUILDING CODE. LOCATION OF TACTILE SIGNAGE !-J z f 18" MIN. CENTERED ON TACTILE GHARAGTERS HEIGHT OF TACTILE SIGNAGE SCALE: I/8" =1'-O" SYMBOLS OFFIGE ROOM NAME F, _10 ROOM NUMBER O INTERIOR DOOR NUMBER ® WINDOW TYPE ® KEY NOTE WALL SECTION JIII ELEV. 20-0" A.F.F. ELEVATION HEIGHT IV GL6 QO xD INTERIOR ELEVATION 0 x xxx DETAIL REFERENCE KIWANIS INTERNATIONAL, INC. BRIO BUSINESS CENTER BUILDING NO. 3 1205 WEST AIRPORT BLVD. SANFORD, FLORIDA 32773 GENERAL PROJECT NOTES A) THE CONTRACTOR SHALL VERIFY AND CONFIRM ALL FIELD CONDITIONS AND DIMENSIONS PRIOR TO COMMENCING ANY WORK AND SHALL BE RESPONSIBLE FOR ALL WORK AND MATERIALS, INCLUDING THOSE FURNISHED BY SUBCONTRACTORS. B) THE GONTRAGTOR SHALL REPORT ANY APPARENT CONFLICTS, INCONSISTENCIES, OR ERRORS THAT HE MAY DISCOVER TO THE ARCHITECT IMMEDIATELY. THE GONTRAGTOR SHALL BE RESPONSIBLE FOR GORRECTINS ANY KNOWN CONFLICT, INGONSISTENGY OR ERROR WHIGH HAS NOT BEEN BROUGHT TO THE ATTENTION OF THE ARCHITECT IMMEDIATELY UPON DISCOVERY. ASSESSMENT OF APPARENT PROBLEMS AND THE MEANS BY WHIGH THEY CAN BE CORRECTED SHALL BE COORDINATED, REVIEWED AND APPROVED BY THE ARCHITECT BEFORE ANY CORRECTIVE ACTION TAKES PLACE. C) IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES, WHETHER SHOWN HEREIN OR NOT, AND TO PROTECT THEM FROM DAMAGE. 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 AGGORDANGE WITH LOCAL RESTRICTIONS. D) APPROVED PLANS SHALL BE KEPT IN BOX AND SHALL NOT BE USED BY WORKMEN. ALL CONSTRUCTION SETS SHALL REFLECT THE SAME INFORMATION AND THE GENERAL GONTRAGTOR SHALL MAINTAIN IN GOOD GONDITION, ONE COMPLETE SET OF PLANS WITH ALL REVISIONS, ADDENDA AND GHANGE 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 PRECAUTIONS TO ENSURE THE SAFETY OF THE OCCUPANTS 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 ACCEPTANCE OF THE WORK UNDER THIS CONTRACT. 6) ALL WORK AND MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF ALL FEDERAL, STATE, LOCAL, OSHA CODES AND REOULATIONS AND LOGAL RESTRIGTIONS, INCLUDINO THE NFPA 101 LIFE SAFETY CODE AND THE FLORIDA AGGE551BILITY CODE. H) THE CONTRACTOR SHALL OBTAIN AND BEAR THE COSTS FOR ANY AND ALL PERMITS, INSPEGTIONS, TESTS AND GERTIFIGATIONS THAT ARE REOUIRED. 1) THE CONTRACTOR SHALL PERFORM SUCH DEMOLITION AND CONSTRUCTION AS REQUIRED, ff PATGH/REPAIR IN A FIRST GLASS MANNER. WHERE NEW GONSTRUCTION ADJOINS EXISTING, FINISHED SURFACES SHALL BE PATCHED AND REPAIRED TO MATCH EXISTING IN A FIRST CLA55 MANNER. ALL DEBRIS SHALL BE REMOVED FROM THE PREMISES BY A RESPONSIBLE SUBCONTRACTOR AND ALL AREAS SHALL BE LEFT IN GLEAN CONDITION AT ALL TIMES. ALL UN5ALVA6EABLE MATERIALS REMOVED BY THE DEMOLITION ARE TO BE DISPOSED OF BY THE CONTRACTOR OFF THE PROJECT 51TE IN ACCORDANCE WITH LOCAL RESTRICTIONS, UNLESS INSTRUGTED OTHERWISE BY THE LANDLORD. J) NOT USED. K) ELECTRICAL CONTRACTOR SHALL REMOVE ALL ELECTRICAL AND COMMUNICATIONS WIRING RESULTING FROM DEMOLITION AND RESTORE A5 REQUIRED FOR NEW SPACE GONFIGURATION. L) ELECTRICAL CONTRACTOR SHALL WIRE ALL POWER AND L16HTIN6 COMPONENTS IN COMPLIANCE WITH GURRENT NEC AND STATE OF FLORIDA CODES. CONTRACTOR SHALL VERIFY AND CONFIRM ALL ELECTRICAL REOUIREMENTS WITH THE TENANT AND LANDLORD PRIOR TO INSTALLATION. M) NOT USED. N) AN AUTOMATIC FIRE SPRINKLER SYSTEM CURRENTLY EXISTS FOR THIS SPACE. SPRINKLER HEADS ARE TO BE RELOCATED AND/OR ADDED AS REQUIRED FOR THE NEW SPACE CONFIGURATION. CONTRACTOR SHALL VERIFY AND CONFIRM THAT THE EXISTING SPRINKLER SYSTEM MEETS AND MAINTAINS CONFORMANCE TO APPLICABLE NFPA AND LOCAL CODE REQUIREMENTS. CERTIFIED FIRE SPRINKLER CONTRACTOR SHALL SUBMIT SHOP DRAWIN65 AND SECURE ALL APPROVALS AS REQUIRED. 0) THE G.G. SHALL CONFIRM THAT EXISTING / NEW FIRE EXTINGUISHERS MEET NFPA 10 CODE REQUIREMENTS AND ARE FULLY GHARSED. TRAVEL DISTANCE TO ANY EXTINGUISHER SHALL NOT EXGEED 75 FEET. P) LIGHT FIXTURES SUPPORTED BY GEILINS GRID SHALL BE SUPPORTED AS PER FIELD TECHNICAL INFORMATION # 40. LIGHT FIXTURES WEIGHING LE55 THAN 10 POUNDS SHALL HAVE ONE 12 GAGE HANOERW1RE GONNEGTED FROM THE FIXTURE TO THE STRUCTURE ABOVE. LIGHT FIXTURES WEIGHING MORE THAN 10 POUNDS SHALL HAVE TWO 12 GAGE WIRES ATTACHED AT OPPOSING CORNERS OF THE L16HT FIXTURE. O) INSTALLATION OF PORTABLE FIRE EXTINGUISHERS SHALL BE CONSPICUOUSLY LOCATED AND READILY ACCESSIBLE. THE TOP OF THE EXTINGUISHER SHALL NOT BE MORE THAN 5 FEET ABOVE THE FLOOR AND THE BOTTOM OF THE EXTINGUISHER SHALL NOT BE LE55 THAN 4 INCHES ABOVE THE FLOOR. R) ALL DOOR HARDWARE TO MEET STATE OF FLORIDA $ ADA CODE REQUIREMENTS. COORDINATE LOCATIONS OF LOGKIN6 HARDWARE AND KEYING REQUIREMENTS WITH THE TENANT AND LANDLORD. 5) ALL PLAN DIMENSIONS ARE TAKEN FROM THE FACE OF EXISTING FINISHED WALL AND PARTITIONS TO THE FACE OF STUDS OR GMU FOR NEW WALLS AND PARTITIONS UNLESS NOTED OTHERWISE. DIMENSIONS WHIGH INCLUDE THE "CLEAR" DESIGNATION INDICATE MINIMUM GLEARANGES REQUIRED BETWEEN SURFACES / FINISHES. THE ARCHITECT SHOULD BE NOTIFIED IMMEDIATELY IF ANY OF THESE DIMENSIONS ARE FOUND TO BE DIFFERENT FROM THOSE INDICATED. T) A FIRE ALARM NOTIFICATION DEVICE SHALL BE INSTALLED IN AGGORDANGE WITH LOCAL CODE REQUIREMENTS. U) NOT USED. V) NOT USED. W) THE GONTRAGTOR SHALL GLEAN THE ENTIRE JOB SITE UPON COMPLETION OF CONSTRUCTION. THIS INCLUDES THE GLEANING OF WINDOWS/ WINDOW FRAMIN6 AND REMOVAL OF ALL TAPE AND LABELS. VINYL COMPOSITION TILE FLOORS SHALL BE SEALED / WAXED AND CARPETED AREAS VACUUMED AND ANY WAREHOUSE AREAS SWEPT GLEAN. ALL GONSTRUCTION DIRT AND DEBRIS IS TO BE REMOVED FROM THE CONSTRUCTION AREA. X) NOT USED. Y) GYPSUM WALL BOARD SHALL BE INSTALLED WITH ALL CORNER BEADS, TRIM, ACCESSORIES, 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. 6YP5UM STANDARDS. Z) 51LIGONE CAULK SHALL BE USED AT THE FOLLOWING LOCATIONS: INCLUDIN6 BUT NOT LIMITED TO -METAL DOOR FRAME AND WALL CONNECTION. -CONDUIT AND PIPE PENETRATIONS AT WALLS AND GEILIN6. -JUNCTION OF MILLWORK (CABINET, SHELVES) AND ADJACENT. AA) ALL WOOD IN CONTACT WITH MASONRY SHALL BE PRE55URE TREATED. BB) ALL WORK SHALL BE PERFORMED TO THE H16HEST INDUSTRY STANDARDS FOR QUALITY WORKMANSHIP. ALL MATERIALS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFAGTURES INSTRUGTIONS AND RECOMMENDATIONS. MATERIALS AND METHODS SHALL CONFORM TO APPROPRIATE NATIONAL TRADE PUBLICATIONS. CODE DATA TYPE OF CONSTRUCTION: TYPE II -B CLASSIFICATION OF WORK: ALTERATION - LEVEL II FIRE SPRINKLER: YES OCCUPANCY CLASSIFICATION: BUSINESS - B / STORAGE 5-1 NUMBER OF STORIES: I FIRE ALARM: NO GROSS AREA, TENANT SPACE: 1,868 S.F. NUMBER OF STORIES: I BUILDIN6 HEIGHT: 24'-0" TOTAL AREA OF BUILDING 3: Iq,600 S.F. EGRESS REQUIREMENTS USE/AREA AREA 5F. SF./PER PERSON OCCUPANTS ENTRY AREA - 101 135 5F 15 NET 4 OFFICE AREA 1,110 5F 100 61RO55 12 STORAGE -I II 623 SF 500 OR055 2 TOTAL OCCUPANTS 25 EXIT REOUIREMENTS -REQUIRED PROVIDED NUMBER OF EXITS 2 2 MAX. ALLOWABLE TRAVEL DISTANCE TO NEAREST EXIT WITH SPRINKLER SYSTEM WITH 2 EXITS: 300'-0" MAX. ALLOWABLE COMMON PATH OF TRAVEL WITH SPRINKLER SYSTEM: 100'-0" EXIT GAPAGITY AT EACH 36" WIDE DOOR EXIT DOOR: 175 PERSONS PLUMBING FIXTURE REQUIREMENTS PLUMBING FIXTURES WATER GLOSET URINAL LAVATORY DRINKIN6 FOUNTAIN SERVICE SINK I* I MEWS: I - I WOMEN'S: I I * (1) "HI" HEIGHT DRINKING FOUNTAIN « (1) "LOW' HEIGHT DRINKING FOUNTAIN. WIND LOADS WIND VELOGITY = VULT = 140 MPH, VASD =108 MPH (ASGE 7-10) CATEGORY II EXPOSURE _ "G", ENCLOSED BUILDIN6 COMPONENTS AND GLADDING DESIGN WIND PRESSURE (PSF): EDGE ZONE: 3'-0" WALLS: AREA INTERIOR ZONE (4) EDGE ZONE (5) (sq.ft.) (neg) (1005) (neg) (pos) 10 -21 IG.4 -25.5 IG.4 20 -20.1 18.5 -24.1 18.5 50 -ICI 17.4 -21.8 17.4 >100 -lb.] 16.5 -20.1 16.5 46 SITE NORTH AIRPORT BLVD 417 6REENWAY LAKE MARY BLVD. SITE LOCATION PLAN LEGAL DESCRIPTION SEC, 02 TWP 205 RISE 50E W 1/2 OF W 1/2 LYING NELY OF SR 417 $ SWLY OF AIRPORT BLVD $ 5 OF OLD LAKE MARY RD (LESS GSX RR R/W IN NW 1/4 SW OF AIRPORT BLVD $ LE55 THAT PART OF LOT 45 LYING SWLY OF AIRPORT BLVD AVONDALE PB 3 P6 G4) SCOPE OF WORK THI5 IS AN ALTERATION TO AN EXISTING VACANT TENANT SPACE. THE SCOPE OF WORK INCLUDES GONSTRUGTION OF A NEW PAIR OF EXTERIOR DOORS, EXPANSION OF THE ASPHALT TO PROVIDE A CLEAR PATH OF ENTRY TO THE NEW DOORS, NEW MILLWORK AND AGGE551BLE SINK. AGENCY CONTACTS BUILDING DEPT: CITY OF SANFORD 500 N. PARK AVENUE SANFORD, FL 52-771 407-688-5150 CODE JURISDICTION BUILDING CODE: FLORIDA BUILDIN6 CODE - 13UILDIN6, 6TH EDITION (2017) FLORIDA BUILDING CODE - EXISTING BUILDING, 6TH EDITION (2017) MECHANICAL CODE: FLORIDA BUILDING CODE - MECHANICAL, 6TH EDITION (2017) PLUMBING CODE: FLORIDA BUILDIN6 CODE - PLUMBING, 6TH EDITION (2017) ELECTRICAL GORE: 2014 NATIONAL ELECTRIC CODE FIRE GODS: FLORIDA FIRE PREVENTION CODE 6TH EDITION 2015 NFPA 101 LIFE SAFETY CODE WITH FLORIDA AMENDMENTS 2015 NFPA I UNIFORM FIRE CODE WITH FLORIDA AMENDMENTS ACCESSIBILITY GORE: FLORIDA BUILDING CODE - AGGE5515ILITY, 6TH EDITION (2017) INDEX TO DRAWINGS ARCHITECTURAL REVISION SHEET TITLE 0 A001 TITLE SHEET A101 UL DETAILS A102 UL DETAILS A201 LIFE SAFETY PLAN 4 DEMOLITION PLAN A202 FLOOR PLAN, DOOR SCHEDULE, FINISH SCHEDULE A203 REFLECTED CEILING PLAN � INTERIOR ELEVATIONS A301 SECTIONS PLUMBING & ELECTRICAL REVISION SHEET TITLE EP-I PLUMBING PLAN, RISER DIAGRAMS, POWER PLAN, PANEL SCHEDULE AND NOTES r� 1.10 FUTURE w BUILDIN6 .' k I TENANT LOCATION PLAN NORTH SLOG 3 - 1205 WEST AIRPORT BLVD. - KIWANIS INTERNATIONAL, ING. %uFFICE PERMIT a,�� y 7 il DESIGN THREE ASSOCIATES 815 ORIENTA AVE. SUITE 1050 ALTAMONTE SPRINGS, FL 32701 (407) 834.2444 AAP000452 PROJECT: NO: 18021 KIWANIS INTERNATIONAL, INC. BRIO BUSINESS CENTER BUILDING NO.3 1205 AIRPORT BLVD. SANFORD, FLORIDA 32773 ISSUE: DATE: FOR GONSTR N&F FL 8-15-18 �,' H ,P 2 ti AR00 , COPYRIGHT ® 2018 - 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. Ll l 0. SHEET: AOO I Design No. U419 BXUV.U419 Fire -resistance Ratings - ANSI/UL 263 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. BXUV - Fire Resistance Ratings - ANSI/UL 263 BXUV7 - Fire Resistance Ratings - CAN/ULC-S101 Certified for Canada See General Information for Fire -resistance Ratings - ANSI/UL 263 See General Information for Fire Resistance Ratings - CAN/ULC-S101 Certified for Canada Design No. U419 May 28, 2015 Nonbearing Wail Ratings — 1, 2, 3 or 4 Hr (See Items 4 & 5 through SK) * Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. M 6�1 kNom', 11 N =�� fly i 170 rM! 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. I.A. 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 — Viper251" Track PHILLIPS MFG CO L L C — Viper25T" Track I.B. 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 galv steel, attached to floor and ceiling with fasteners spaced 24 in. OC max. CALIFORNIA EXPANDED METAL PRODUCTS CO — Viper20T" Track MARINO/WARE, DIV OF WARE INDUSTRIES INC — Viper20T" Track PHILLIPS MFG CO L L C — Viper20T" 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 1D. 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. I.E. 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 I.F. 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 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'"" 1J. 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 21, 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 — Viper251" CRACO MFG INC — SmartStud25T" MARINO/WARE, DIV OF WARE INDUSTRIES INC — Viper25T" 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 — Viper20TM 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 — Viper25T" 2J. 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 — Viper20'" 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 METAL 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 — StudRiteTM 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 PS1 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 Min Stud Depth, in. Items 2, 2C, 2D, 2F and 2G No. of Layers & Thkns of Panel Min Thkns of Insulation (Item 4) 1 3-1/2 1 layer, 5/8 in. thick Optional 1 2-1/2 1 layer, 1/2 in. thick 1-1/2 in. 1 1-5/8 1 layer, 3/4 in. thick Optional 2 1-5/8 2 layers, 1/2 in. thick Optional 2 1-5/8 2 layers, 5/8 in. thick Optional 2 3-1/2 1 layer, 3/4 in. thick 3 in. 3 1-5/8 3 layers, 1/2 in. thick Optional 3 1-5/8 2 layers, 3/4 in, thick 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 with out 9 furrin 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 1-5/8 4 layers, 5/8 in. thick Optional 4 1-5/8 4 layers, 1/2 in. thick Optional CGC INC — 1/2 in. thick Type C, IP-X2 or IPC-AR;, 5/8 in. thick Type AR, C, IP-AR, IP-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 Rating, Hr Min Stud Depth, in. Items 2 through 2L No. of Layers & Thkns of Panel Min Thkns of Insulation (Item 48) 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 in. 5 8 in. thick panels, spaced 24 in. OC. Third layer- 2-1 4 in. Ion for 1 2 in. 5 8 in. thick panels or in. long 1/2 / p p Y / 9 / / p e s 2 5/8 g 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 galv 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 galv 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 SE. 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 galv steel. Spaced 24 in. OC perpendicular to studs. Channels secured to studs as described in Item b. Ends of adjoining channels overlapped 6 in. and secured together with four self -tapping No. 8x1/2 Self Drilling screws (2 per side 1 in. and 4 in. from overlap edge). Gypsum board attached to furring channels as described in 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 SE) 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 SE) 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 I II 11 IL - DESIGN THREE ASSOCIATES 815 ORIENTA AVE. SUITE 1050 ALTAMONTE SPRINGS, FL 32701 (407) 834.2444 AAP000452 PROJECT: NO: 18021 KIWANIS INTERNATIONAL,, INC* BRIO BUSINESS CENTER BUILDING NO.3 1205 AIRPORT BLVD. SANFORD, FLORIDA 32773 ISSUE: r)ATF- 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 — Viper201" Track VT100. COPYRIGHT C 2018 - 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: A101 System No. W-L-1006 XHEZ.W-L-1006 Through -penetration Firestop Systems Page Bottom Design/System/Construction/Assembly Usage Disclaimer • Authorities Having Jurisdiction should be consulted in all cases as to the particular requirements covering the installation and use of UL Certified products, equipment, system, devices, and materials. • Authorities Having Jurisdiction should be consulted before construction. • Fire resistance assemblies and products are developed by the design submitter and have been investigated by UL for compliance with applicable requirements. The published information cannot always address every construction nuance encountered in the field. • When field issues arise, it 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 awr SECTION i 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 Daae Terms of Use Page 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: "© 2015 UL LLC". System No. W-L-1017 XHEZ.W-L-1017 Through -penetration Firestop Systems Page Bottom Design/System/Construction/Assembly Usage Disclaimer • Authorities Having Jurisdiction should be consulted in all cases as to the particular requirements covering the installation and use of UL Certified products, equipment, system, devices, and materials. • Authorities Having Jurisdiction should be consulted before construction. • Fire resistance assemblies and products are developed by the design submitter and have been investigated by UL for compliance with applicable requirements. The published information cannot always address every construction nuance encountered in the field. • When field issues arise, it is recommended the first contact for assistance be the technical service staff provided by the product manufacturer noted for the design. Users of fire resistance assemblies are advised to consult the general Guide Information for each product category and each group of assemblies. The Guide Information includes specifics concerning alternate materials and alternate methods of construction. • Only products which bear UL's Mark are considered Certified. XHEZ - Through -penetration Firestop Systems See General Information for Through -penetration Firestop Systems System No. W-L-1017 April 30, 1998 F Ratings — i 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 I1 LA ET ION 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 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 cUL Certification (such as Canada), respectively. Last Updated on 1998-04-30 Ouestions? Print this page Terms of Use Paae 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-2088 XHEZ.W-L-2088 Through -penetration Firestop Systems Paae 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-2088 May 23, 2005 F Ratings — 1 and 2 Hr (See Item 1) T Ratings — 0, 1 and 2 Hr (See Item 2) SECTION - i. 1. Wail 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. Wall Closed (c) T Nom Pipe Assembly or Rating Diam In. Rating Hr Vented (v) Hr 1/2to3(13to76) 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 Paae 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 — 0, 1, 2, 3, and 4 Hr (See Item 3) L Rating At Ambient — less than 1 CFM/sq ft L Rating At 400 F - less than 1 CFM/sq ft A _ I�T�l 3 iC2 l�..a 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. The hourly T Rating of the firestop system is dependent upon the type or size of the pipe or conduit and the hourly fire rating of the wall assembly in which it Is installed, as tabulated below: Max Pipe or Conduit Diam In (mm) F Rating Hr T Rating Hr 1 (25) 1 or 2 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 Dage Terms of Use Paae 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: "© 2015 UL LLC". DESIGN THREE ASSOCIATES 815 ORIENTA AVE. SUITE 1050 ALTAMONTE SPRINGS, FL 32701 (407) 834.2444 AAP000452 PROJECT: NO: 18021 KIWANIS INTERNATIONAL, INC. BRIO BUSINESS CENTER BUILDING NO.3 1205 AIRPORT BLVD. SANFORD, FLORIDA 32773 ICRI IF• n A'r=- COPYRIGHT ® 2018 - 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: A102 FIRE 5PRINKLER R15ER CL05ET lob ---' L I EE SAFETY PLAN KEY NOTES 10 EXI5TIN6 2A 40 B:G FIRZE EXTINGUISHER. LIFE SAFETY SYMBOLS LEGEND 5YMBOL DE5CRIPTION FIRE EXTINGUISHER - SEE LIFE SAFETY PLAN KEY NOTES — — — PRIMARY EGRESS PATH. 1> 1> 1> DIRECTION OF TRAVEL. ® ILLUMINATED DIRECTIONAL EXIT LIGHT, 51N6LE FAGE WITH BATTERY BAGK-UP. GEILIN6 MOUNTED BATTERY OPERATED EMER&ENGY LIGHT FIXTURE. GOMBINATION BATTERY OPERATED EMEIR6ENGY LIGHT / EXIT L16HT FIXTURE. 000'-00" EGRESS DISTANCE XXX E6RE55 GAPAGITY (PEOPLE) XXX E&RE55 PROVIDED (INCHES) GRADE TRANSITION SYMBOL (FLUSH 77 CONDITION AT DOORS) SEE ELEGTRIGAL PLANS FOR ITEMS THAT ARE NEW, RELOCATED OR EXISTING. PARTITION LEGEND WALL SYMBOL WALL DESCRIPTION — — — — — — _ EXISTING WALL/PARTITION TO BE REMOVED EXI5TIN6 WALL/PARRTITION TO REMAIN. EXI5TIN6 ONE HOUR RATED PARTITION WALL. _ , , / / / , / / / 3 , / , --T I I I 4 I 8 I II I I I DEMOLITION PLAN KEY NOTES lO GUT OPENING IN EXISTING WALL FOR NEW PAIR OF DOORS. SEE FLOOR PLAN / DOOR SGHEDULE. 2O REMOVE EXISTING GONGRETE GURB (SHOWN DASHED). SEE FLOOR PLAN. O3 iZEMOVE EXISTING LANDSGAPE AREA. SEE FLOOR PLAN. ® RZEMOVE EXISTING DOOR (SHOWN DASHED). SEE FLOOR PLAN. 50 EXISTING GONGRETE GURB TO REMAIN. © EXISTING ASPHALT PAVING TO REMAIN. O EXISTING SIDEWALK TO REMAIN. ® iZEMOVE EXISTING GONGRETE SIDEWALK SLAB BETWEEN GONTRAGTION JOINTS AND TRIM METAL WALL PANELS AS REQUIRED FOR NEW FLUSH SIDEWALK AT NEW DOOR. SEE FLOOR PLAN. K � 5 DESIGN THREE ASSOCIATES 815 ORIENTA AVE. SUITE 1050 ALTAMONTE SPRINGS, FL 32701 (407) 834.2444 AAP000452 PROJECT: NO: 18021 KIWANIS INTERNATIONAL, INC. BRIO BUSINESS CENTER BUILDING NO.3 1205 AIRPORT BLVD. SANFORD, FLORIDA 32773 ISSUE: DATE: FOR CONSTR OF _ Fk • > '� 8-15-18 An, ���1R1�1i"�2T1� � IFE SCALE: 1/4" = 1'-0" T1i HorH SCALE: 1/4" = I'-0 COPYRIGHT © 2018 - 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: A201 NO. DESGRIPTION SIZE FRAME HARDWARE REMARKS EX -I EXISTING EXTERIOR - STOREFRONT DOOR 3'-0" X 7'-0" ALUM. E❑ O2 EX-2 EXI5TIN6 EXTERIOR - STOREFRONT DOOR 3'-0" X 7'-0" ALUM. E❑ �I EX-3 EXI5TIN6 INTERIOR - S.G. WOOD DOOR 3'-0" X 6'-8" H.M. ® O2 EX-4 EXISTING INTERIOR - S.G. WOOD DOOR 3'-O" X 6'-8" H.M. © O2 EX-5 EXI5TIN6 INTERIOR - 5.G. WOOD DOOR 3'-0" X 6'-8" H.M. ® O2 EX-6 EXISTING INTERIOR - 5.G. WOOD DOOR 3'-O" X 6-8" H.M. © O2 EX-7 EXISTING INTERIOR - S.G. WOOD DOOR 3'-0" X 6'-8" H.M. © O2 EX-8 EXISTING INTERIOR - S.G. WOOD DOOR 3'-O" X 6'-8" H.M. EX-Q EXISTING INTERIOR - 5.G. WOOD DOOR 3'-O" X 6'-8" H.M. ❑D O2 X-10 EX15TINO INTERIOR - S.G. WOOD DOOR 3'-O" X 6-8" H.M. T1 O2 EX -II EXI5TIN6 INTERIOR - 5.G. WOOD DOOR - 45 MIN. BATED 3'-0" X 6-8" H.M.- 45 MIN. RATED ® O2 X-12 EXISTING INTERIOR - PAIR OF 5.G. WOOD DOORS (2) 5'-0" X 6-8" H.M. © O2 NEW EXTERIOR - PAIR OF H.M. DOORS (2) 3'-0" X 6-8" H.M. H OI EXI5TIN6 DOOR TO REMAIN CLOSED AND LOCKED AT ALL TIMES. (2 EXISTING HARDWARE. �4ARnAARF EFTS HINGES - 1 1/2 PR HINGES -1 1/2 PR LOGKSET - LEVER HANDLE LATGHSET - LEVER HANDLE CLOSER - BL06. STANDARD GL05ER - 5LD6. STANDARD BLD6. STANDARD - AIR LEAKAGE RATE SHALL NOT DOOR BOTTOM SEAL - EXCEED 3.0 G.F.M. PERS.F. BLDO. STANDARD - AIR LEAKAGE RATE DOOR BOTTOM SEAL - SHALL NOT EXCEED 5.0 G.F.M. PER S.F. © o HINGES - 3 PR HINGES - 1 1/2 PR LATGHSET- LEVER HANDLE - BL06. STANDARD - ACTIVE LEAF PRIVACY LOGK5ET - LEVER HANDLE MANUAL FLUSH BOLTS TOP ff BOTTOM - NON-AGTIVE LEAF GL05ER - BLD6. STANDARD DOOR BOTTOM SEAL - BLD6. STANDARD - AIR LEAKAGE RATE SHALL NOT EXCEED 5.0 G.F.M. PER S.F. 0 HINGES - 1 1/2 PR HINGES - 1 1/2 PR PUSH / PULL LOGKSET - LEVER HANDLE GYLINDER LOCK CLOSER CLOSER THRESHOLD ❑G HINGES - 3 PR LOGKSET- LEVER HANDLE - BLD6. STANDARD - AGTIVE LEAF MANUAL FLUSH BOLTS TOP 8 BOTTOM - NON-AGTIVE LEAF * ALL HARDWARE TO MATCH EXISTING BL06 STANDARD. * ALL HARDWARE SHALL BE UNLOCKED IN THE DIRECTION OF EGRESS REGARDLESS OF OTHER LOCK FUNCTIONS. ALL DOOR HARDWARE SHALL BE LEVER TYPE IN COMPLIANCE WITH ADA AND FLORIDA BUILDING CODE. RnnM FINISH SGHFLDllLE FLOOR BASE WALLS PLASTIC_ LAMINATE GEILIN6 NORTH WALL SURFAGE KEY: 1^EST .. EAST SOUTH NO. ROOM NAME u w w Lxu � S, w REMARKS III STORAGE RnnM FINISH KFY NO. DESGRIPTION SPEGIFIGATION REMARKS F-I FLOOR FINISH - VGT AS SELECTED BY TENANT/LANDLORD PL-I PLA5TIG LAMINATE FINISH AS SELECTED BY TENANT/LANDLORD X15 EXISTING FLOOR, WALL, OR GEILIN6 FINISH TO REMAIN PATCH / REPAIR TO MATCH EXISTING AS REQUIRED INTERIOR FINISH CLASSIFICATION LIMITATIONS. EXIT EXIT ACCESS ROOMS 4 PASSAGEWAYS CORRIDORS 8 ENGL05ED OTHER EXITWAY5 5PAGE5 MINIMUM INTERIOR FIN15H CLASSIFICATION BUSINESS: B G G I. GLA55 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, SIXTH EDITION. * MINIMUM CRITICAL RADIANT FLUX : INTERIOR FLOOR FINISH AND FLOOR GOVERIN6 MATERIALS IN EXIT ENCLOSURES, EXIT PA55A6EWAY5 AND GORRIDOR5 SHALL NOT BE LESS THAN GLASS 11. IN ALL AREAS, FLOOR GOVERIN6 MATERIALS SHALL COMPLY WITH THE DOGFF-I "PILL TEST" (GPSG I(q GFR, PART 1630). THE CLASSIFICATION REFERRED TO HEREIN GORRESPON05 TO THE CLASSIFICATIONS DETERMINED BY NFPA 253 AS FOLLOWS: GLASS II, 0.22 WATTS/GM2 OR GREATER. I; FIRE 5PRINKLER R15ER GL05ET iob ---' FLOOR FLAN KE1' NOTES O EXISTING ONE -HOUR FIRE RATED PARTITION. 2O EXI5TIN6 "LOW" ACCESSIBLE ELEGTRIG WATER COOLER, 36" A.F.F. MAX. TO TOP OF SPOUT. O3 EXI5TIN6 "HI" ACCESSIBLE ELECTRIC WATER COOLER, 40" A.F.F. MAX. TO TOP OF SPOUT. ® TRANSITION STRIP. O EXI5TIN6 UTILITY SINK. © EXISTING HOT WATER HEATER. Ol 30" X 48" CLEAR FLOOR SPACE. ® PLASTIC LAMINATE COUNTERTOP, BASE AND WALL CABINETS. SEE DETAIL I/A203. O REFRIGERATOR (5HOWN DASHED), PROVIDED BY TENANT. 10 SINGLE COMPARTMENT AGGE5515LE 5.5. SINK AND FAUCET. SEE PLUMBING PLANS. II ADA COMPLIANT DISHWASHER (SHOWN DASHED), PROVIDED BY TENANT. 12 NEW 6" CONCRETE CURB. SEE DETAIL 2/A301, 13 NEW ASPHALT PAVING. SEE DETAILS ON SHEET A301. 14 NEW CONCRETE SIDEWALK TO ALIGN WITH ADJACENT AND FLUSH WITH EXISTING FLOOR AT ADDED SECOND DOOR. SEE DETAIL 3/A301. 15 EXISTING CONCRETE CURB TO REMAIN. Ib EXISTING ASPHALT PAVING TO REMAIN. 17 EXISTING SIDEWALK TO REMAIN. 18 EXI5TIN6 LANDSCAPE AREA TO REMAIN. QIERAAIi /� 20-7,f DESIGN THREE ASSOCIATES 815 ORIENTA AVE. SUITE 1050 ALTAMONTE SPRINGS, FL 3270'1 (407) 834.2444 AAP000452 PROJECT: NO: 18021 KIWANIS INTERNATIONAL, INC. BRIO BUSINESS CENTER BUILDING NO.3 1205 AIRPORT BLVD. SANFORD, FLORIDA 32773 ISSUE: =4a DATE: FORGON5TRik : COPYRIGHT © 2018 - 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. 5GALE: 1/4" = I'-O SHEET: A202 NOTE: O.G. 15 TO CONFIRM SIZE OF D15HWASHER PRIOR TO FABRIGATION OF CABINETS. 5/5" PARTIGLE BC CABINETS WITH FL LAMINATE FINISH. SINGLE GOMPARTth AGGE551 BLE S.S. E FAUCET. SEE PLUMI 5/5" PARTIGLE BC WITH PLASTIC, LAI, 5/4" PLYWOOD WI - LAMINATE FINISH. 5/8" PARTIGLE BOARD WITH PLASTIC, LAMINATE FINISH. — 3/4" MDF ADJUSTABLE SHELVES WITH WHITE MELAMINE LINER ON RECESSED STANDARDS. 0 WHITE MELAMINE LINER (TYP.) m BLUM 1255ELF-CL05ING HINGES (OR APPROVED EQUAL)- 4" WIRE PULL- U526D SATIN GHROME. 5/4" PLYWOOD TOP AND BAGKSPLASH WITH PLASTIC, LAMINATE FINISH. AGGU-RIDE SLIDES OR APPROVED EQUAL. -- 4" WIRE PULL- U5260 SATIN CHROME. 3/4" MDF WITH WHITE MELAMINE LINER ON REGE55ED STANDARD. WHITE MELAMINE LINER (TYP.)— BLUM 125 SELF-GLOSIN6 HINGES (OR APPROVED EQUAL) 5/8" PARTIGLE BOARD WITH PLASTIC, LAMINATE FINISH. — 3/4" PLYWOOD WITH PLASTIC, LAMINATE FINISH. TION �V S Q um 2-O" : 5/4" = I 5/8" PARTIGLE BOARD WITH PLASTIC, LAMINATE FINISH.- 3/4" MDF ADJUSTABLE SHELVES WITH WHITE MELAMINE LINER ON RECESSED STANDARDS. m WHITE MELAMINE LINER (TYP.) — BLUM 125°SELF-GLOSINS HIN6E5 (OR APPROVED EQUAL)- 4" WIRE PULL- US26D SATIN CHROME. SINGLE GOMPARTMENT AGGES5I5LE S.S. SINK. 5/4" PLYWOOD TOP AND BAGKSPLASH WITH PLASTIC, LAMINATE FINISH. 3/4" MDF APRON WITH PLASTIC, LAMINATE FINISH. 4" WIRE PULL- U5260 SATIN CHROME. 5/4" MDF WITH WHITE MELAMINE LINER ON RECESSED STANDARD. WHITE MELAMINE LINER (TYP.) — BLUM 125 SELF-GLOSI N6 HINGES (OR APPROVED EQUAL) 5/5" PARTIGLE BOARD WITH PLASTIC, LAMINATE FINISH. — 5/4" PLYWOOD WITH PLASTIC, LAMINATE FINISH. 11 11-0" ,1 N 2 O" N LJ � ry i � I SINK a O cv m F l 5ECT I ON @ SINK v REFRIGERATOR (SHOWN DASHED) PROVIDED BY TENANT. 3/4" PLYWOOD TOP AND BAGKSPLASH WITH PLASTIC, LAMINATE FINISH, 5/8" PARTIGLE BOARD DRAWER WITH PLASTIC, LAMINATE FINISH. ADA COMPLIANT D15HWASHER (SHOWN DASHED), PROVIDED BY TENANT. BASE AS SPEGIFIED IN FINISH SGHEDULE. SCALE: 1/2" = I 5/8" PARTIGL PLASTIC, LAN 3/4" MDF AD WITH WHITE M REGES5ED 5- WHITE MELAM BLUM 125° 5EL HIN6E5 (OR P 4" WIRE PULL U5261? SATIN CHROME. 5/4" PLYWOC BAGKSPLA51 LAMINATE FII SECTION SH PLAN NORTH REFLECTED GE I L I NG PLAN KEY NOTES O EXISTING 2 x 4 LAY -IN GEILINS TILE $ GRID SYSTEM (g q'-10" A.F.F. 2O EXPOSED 5TRUGTURE. 0 EXI5TIN6 GYPSUM BOARD WRAPPED BEAM. LIFE SAFETY SYMBOLS LEGEND SYMBOL DESCRIPTION EXISTING 2' x 4' FLUORESGENT L16HT FIXTURE. ® EXISTING ILLUMINATED DIiREGTIONAL EXIT LIGHT, 51NSLE FACE WITH BATTERY BACK-UP. EXI5TIN6 WALL MOUNTED BATTERY OPERATED EMER6ENGY LIGHT FIXTURE. EXISTING COMBINATION BATTERY OPERATED EMEROENGY LIGHT / EXIT LIGHT FIXTURE. AL50 SEE ELECTRICAL PLANS FOR ITEMS THAT ARE NEW, -RELOCATED OR EXISTING. PERMIT # ­ l p. SCALE: 1/4" = 1'-0 DESIGN THREE ASSOCIATES 815 ORIENTA AVE. SUITE 1050 ALTAMONTE SPRINGS, FL 32701 (407) 834.2444 AAP000452 PROJECT: NO: 18021 KIWANIS INTERNATIONAL, INC. BRIO BUSINESS CENTER BUILDING NO.3 1205 AIRPORT BLVD. SANFORD, FLORIDA 32773 ISSUE: -. DATE: FOR GONSTRU ; KF F L AI � P • AR0012457 COPYRIGHT © 2018 - 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: A203 1-1/2" ASPHALTIC, GONG. (TYPE III). 6" LIMEROGK BASE SHALL BE GOMPAGTED TO A MIN. q8% MAX. DENSITY. 6" STABILIZED 5UB6RADE SHALL BE GOMPAGTED TO A MIN. OF q8% MAX. DEN5ITY AND HAVE A MIN. FBV OF 75 PSI. SECTION g A! 1-1/2" ASPHALTIC, GONG. (TYPE III). 6" LIMEROGK BASE SHALL BE GOMPAGTED TO A MIN. qb% MAX. DENSITY. °o 6' STABILIZED SUBGRADE SHALL BE GOMPAGTED TO A MIN. OF q8% MAX. DENSITY AND HAVE A MIN. FBV OF 75 PSI. TION @ ASPHALT PAVEME c EXISTING ASPHALT PAVING. NEW --{ EXISTING EXIT5TIN6 BUILDING. 1-1/2" ASPHALTIC GONG. (TYPE 111). 6" LIMEROGK BASE SHALL BE GOMPAGTED TO A MIN. q8% MAX. DENSITY. 6" 5TABILIZED 5UBORADE SHALL BE GOMPAGTED TO A MIN. OF qb% MAX. DEN5ITY AND HAVE A MIN. FBV OF 75 PSI. SECTION (9) ASPHALT PA NEW 4" 3000 PSI POURED GONGRETE SLAB WITH 6X6 W2.q X W2.q W.W.F. WITH THIGKENED E06E FOUNDATION. NEW SLAB TO BE FLUSH WITH INTERIOR FLOOR SLAB AND NEW SIDEWALK. THE 5U56RADE SHALL BE PREPARED USING MATERIAL GONSISTIN6 OF GLEAN GRUSHED STONE AND/OR MATERIAL APPROVED BY 6EOTEGHNIGAL ENGINEER. MATERIAL SHALL BE GOMPAGTED TO q5% MAXIMUM DENSITY. SLOPE 1:20 MAX. I =1 I —I 11-111-11 El i #4 BARS X 2'-0" LONG @ 16" t-1 I I-1 I I-1 � O �Eirm, _I 1—� (1-I' O.G. WITH HILTI HY200 TO EXISTING SLAB, TYP. MIN. 3 PER SIDE (ALL 3 SIDES) 6" EMBED. =1=1I I —III (2) #4'5 GONT. -ER I Oil VIEW OF FR AM i NCB AT DOOR o NEW —+— EXISTING m.rl� ELEVATION <EY NOTES O EXISTING SINGLE HOLLOW METAL DOOR AND FRAME REMOVED. 2� EXISTING I6 6A. "G" GHANNEL AT DOOR JAMB REMOVED AND SALVAGED FOR POTENTIAL REUSE AT R16HT JAMB. 3O EXISTING "Z" GIRT GUT AND REMOVED TO "G" GHANNEL FOR DOUBLE DOOR INSTALLATION. ® RELOGATED OR NEW VERTICAL I6 6A. "G" GHANNEL FASTENED TO T' GIRT AT TOP AND AT FLOOR WITH 16 6A. "L" GLIP, AND 5GREWED TO MID HEIGHT "Z" GIRT. 5O EXISTIN6 HORIZONTAL I6 6A. "Z" 61RT5. © EXISTING "G" GHANNEL AT DOOR FRAME TO REMAIN. (� EXI5TIN6 VERTICAL "Z" GIRTS TO REMAIN. ® NEW HOLLOW METAL DOUBLE DOOR AND FRAME FASTENED TO "G" GHANNEL5 AT JAM85 AND HORIZONTAL "Z" GIRT AT DOOR HEAD PER MANUFAGTURE'5 INSTALLATION REOUIREMENT5. o b" NOTE: I. PROVIDE �" CONTINUOUS CONTROL JOINT e 10'-0" O.G. 2. PROVIDE 6" STABILIZED 5UBGRADE BENEATH THE CURB. 3000 PSI POURED GONGRETE GURB. R= 5/4" NEW -- EXISTING EXI5TIN6 FLOOR SLAB. 1-1/2" = 1'-0 PERMIT # 1 J' 7 r FIN15HED GRADE SCALE: 1-1/2" = 1'-0" [A III \ DESIGN THREE ASSOCIATES 815 ORIENTA AVE. SUITE 1050 ALTAMONTE SPRINGS, FL 32701 (407) 834.2444 "P000452 PROJECT: NO: 18021 KIWANIS INTERNATIONAL, INC. BRIO BUSINESS CENTER BUILDING NO.3 1205 AIRPORT BLVD. SANFORD, FLORIDA 32773 ISSUE:x DATE: FOR GONST ® F_ OGODE &j4kS: gyp• �. .h -"MY", -"'W REn COPYRIGHT © 2018 - 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: A301 PLUMBING PLAN SCALE 1 /4" = 1'-0" 0 S-1 SINK SINGLE COMPARTMENT SELF RIMMING SINK CONSTRUCTED OF TYPE 304 18-8 STAINLESS STEEL 22" X 19" X 7-1/2" DEEP. INTERIOR AND TOP SURFACES SHALL BE POLISHED TO A HIGH LUSTER FINISH. PROVIDE SINK WITH CRUMB CUP STRAINER. 8" CHROME PLATED BRASS FAUCET, VANDAL RESISTANT 2.0 GPM FLOW REGULATOR, SINGLE LEVER HANDLE AND 10" SPOUT. 1/2" COMPRESSION X 3/8" COMPRESSION CHROME PLATED ANGLE SUPPLY STOPS WITH CHROME PLATED 12" FLEXIBLE RISERS AND ESCUTCHEONS. CHROME PLATED 17 GAUGE 1-1/2" X 1-1/2" P-TRAP WITH CLEANOUT. BASIS OF DESIGN SINK - ELKAY - LR-2219 FAUCET - CHICAGO - 2300-8 SUPPLIES - MCGUIRE - 2165CC TRAP - MCGUIRE - 8912 PLUMBING SPECIFICATIONS: 1. PROVIDE ALL LABOR, MATERIALS AND EQUIPMENT FOR A COMPLETE AND PROPERLY OPERATING PLUMBING SYSTEM. 2. CONFORM TO THE REQUIREMENT OF THE STANDARD PLUMBING CODE AND ALL OTHER GOVERNING CODES AND STANDARDS OF THE ENTITY ISSUNING THE PLUMBING PERMIT. 3. UNDERGROUND PLUMBING PIPING FOR DOMESTIC WATER SHALL BE TYPE "K" COPPER WITH WROUGHT SOLDER FITTINGS. ABOVE GROUND PLUMBING PIPING FOR DOMESTIC WATER SHALL BE TYPE "L". 4. PLUMBING SANITARY PIPING SHALL BE PVC WITH SOLVENT CEMENT SANITARY PATTERN FITTINGS PROVIDE ROOF FLASHING FOR PIPING PIERCING ROOF 5. ALL PLUMBING FIXTURES SHALL BE "FIRST QUALITY" AS DEFINED AND SET FORTH IN COMMERCIAL STANDARD CS-36 AS PROMULGATED BY THR US DEPARTMENT OF COMMERCE. ALL EXPOSED METAL SHALL BE POLISHED CHROME ON BRASS OR BRONZE, WATER SUPPLY TO FIXTURE SHALL BEPROVIDED WITH 6. ALL INSTALLED WATER PIPING SYSTEMS SHALL BE PRESSURE TESTED AT 150 PERCENT OF THE MAXIMUM NORMAL WORKING PRESSURE. AND FOUND FREE OF ALL LEAKS BEFORE THE PIPING IS COVERED OR CONSEALED. SOIL, WASTE AND VENT PIPING SHALL BE TESTED FOR LEAKES AT 5 PSIG PRESSURE 7. CONTRACTOR SHALL EXAMINE EXISTING CONDITIONS/SITE CONNECT NEW 1/2" HW AND CW WITH ISOLATION VALVE TO EXIST. LINES SERVING EXIST WATER HEATER---_._._ _ 3/4" CW AND HW TO WTR, HTR. y„ 2 I II NEW S-1 NEW D/W n�n Y" IND NEW REF. n `I. „ 2" )2 14\ 2 DOM. WATER RISER DIAGRAM PROVIDE ACCESIBLE SHUT-OFF VALVES FOR EVERY FIXTURE/GROUP OF FIXTURES LOCATED IN THE SAME ROOM/AREA. PROVIDE ACCESSIBLE WATER HAMMER ARRESTER AT THE TOP OF EACH RISER/DROP NEW 2" VENT CONNECT TO EXIST -All . VTR. VERIFY LOCATION IN FIELD �2"V NEW S-1 DISCHARGE FROM DISHWASHER A CONNECT NEW 2" UNDERGROUND 2" SAN. LINE TO EXIST. LINE SERVING EXIST. MOB SINK. VERIFY EXACT LOCATION, SIZE, INVERT AND DIRECTION J XIST. MOB BASIN OF FLOW IN FIELD SANITARY RISER DIAGRAM PROVIDE ACCESSIBLE CLEANOUT AT THE BASE OF EACH STACK SLOPE 2" LINES AT 1/4" PER FT. VERIFY EXISTING SAN LINE, SIZE, FLOW , INVERT AND LOCATION EXIST. PANEL "A" VOLTAGE: MAINS: REMARKS: NOTES: "H" INDICATES HACR RATED BREAKER. 208Y/12OV,3PH,4W 200A MLO SINGLE [ ] INDICATES NON -CONCURRENT A/C LOAD. BUS RATING: MOUNTING: TUB PANEL SIZES BASED ON LARGEST LOAD. 200 AMP SEE PLANS 42 CKTS, EA. TUB "G" INDICATES GFI BREAKER. 123 AMP LOAD "*" INDICATES ASSUMED DATA. LOADS (WATTS) CKT C N PHASE C N CKT LOADS (WATTS) LOAD SERVED BRKR K 0 K 0 BRKR LOAD SERVED LTG RCPTS MOTOR HEAT AMP P A B C AMP P HEAT MOTOR RCPTS LTG T . T . EXIST. COND. UNIT-2 [2000] 25/2 1 * - - 2 60/2 4800 400 EXIST. AHU-1 WITH HTR. VERIFY EXIST. LOAD [2000] - 3 - * - 4 - 4800 400 VERIFY LOAD EXIST. AHU-2 WITH HTR. 300 5500 60 3 5 - - *1 6 25 2 [20001 EXIST. CU-1 VERIFY EXIST. LOAD 300 5500 - 7 * - - 8 - [2000] VERIFY LOAD - 300 5500 - 9 - * - 10 20/1 1200 EXIST. LTG. EXIST. ELECT. WTR. HTR. 2250 30 2 11 - - * 12 1 20/1 1200 EXIST. LTG. VERIFY LOAD 2250 - 13 * - - 14 20/1 1200 EXIST. RECEPT. EXIST. LOAD 1200 20/1 15 17 - - * - - * 16 18 20/1 20 1 1200 1200 EXIST. RECEPT. EXIST. SIGN NEW RECEPT. IN BRK, RM 1200 1 20 1 SPACE 19 * - - 20 20/1 EXIST. RECEPT. SPACE 21 23 - - * - - * 22 24 SPACE EW RECEPT. IN BRK. RM 1200 20 1 20 1 1400 NEW DISHWASHER SPACE 25 * - - 26 SPACE SPACE 27 29 - - * - - * 28 30 1 SPACE SPACE NEW REF. RECEPT. 20/11 SPACE 31 * - - 32 SPACE SPACE 33 - * - 34 SPACE SPACE 35 - - * 36 SPACE SPACE 37 * - - 38 SPACE SPACE 39 - * - 40 SPACE SPACE 41 - - * 42 SPACE LTG RCPTS MOTOR HEAT HEAT MOTOR RCPTS LTG 0 3600 900 21000 11000 800 2400 3600 SUB TOTALS SUB TOTALS PHASE LOADING LTG RCPTS MOTOR 3.6 6.0 1.7 HEAT LTG RCPTS MOTOR HEAT 32.0 CONNECTED KW TOTALS 0 1200 700 12550 1.00 DEMAND PHASE A 1.25 6.0 1.00 4.5 6.0 1.7 PANEL NAME: PROJECT NAME: "A' 1819-KUMON PHASE B 1200 2400 700 10300 32.0 ADJUSTED KW TOTALS PHASE C 2400 2400 300 9150 43 TOTAL CONNECTED KW A B C 44.2 TOTAL ADJUSTED KW 208 THREE PHASE VOLTAGE PHASE TOTALS 144501 146001 14250 3 PH. VOLTS: PROJECT NO.:1819 208 MGE TOTAL PANEL 123 AMPERAGE: ALL NEW BREAKER TO MATCH EXIST. BREAKER RATING OF 10,000 AIC RAIING VERIFY NUMBER OF CIRCUITS AND LOAD OF EXISTING PANEL IN FIELD. CONTRACTOR TO VERIFY EXIST. FEEDER SIZE IN FIELD BEFORE CONSTRUCTION. POWER PLAN SCALE 1 /8" = 1'-0" 0 GENERAL ELECTRICAL DOTES: THE ELECTRICAL INSTALLATION SHALL COMPLY WITH THE N.E.C. 2014 ED. & FBC- 6 TH ED. 2017 WHETHER FURNISHED BY THE ELECTRICAL CONTRACTOR OR BY OTHERS, THE ELECTRICAL CONTRACTOR SHALL PROVIDE CONNECTION OF ELECTRICAL EQUIPMENT MENTIONED IN THIS SECTION OR NOTED ON THE DRAWINGS. ALL WIRING DEVICES SHALL BE IVORY WITH SMOOTH IVORY PLASTIC PLATES, UNLESS OTHERWISE NOTED. PLATES FOR UNFINISHED AREAS SHALL BE SHEET STEEL OR CAST METAL. ALL WIRING INCLUDING LOW VOLTAGE AND COMUNICATION TO BE IN CONDUIT. ELECTRICAL CONTRACTOR SHALL FURNISH ALL JUNCTION BOXES, CONDUIT, WIRE, & CONNECTIONS TO WIRE ALL EQUIPMENT, DEVICES AND LIGHTING. CONNECTIONS AT ALL PANELBOARD(S), CIRCUIT BREAKERS, POWER OUTLETS, CONVENIENCE OUTLETS, AND SWITCHES SHALL BE MADE FOR A COMPLETE AND OPERABLE SYSTEM. LOCATE ALL OUTLETS AS INDICATED ON PLANS WITH MOUNTING HEIGHTS AS SHOWN. COORDINATE INSTALLATION WITH OTHER EQUIPMENT. SECURE OUTLETS TO STRUCTURE. ALL CONDUCTORS SHALL BE CONTINUOUS FROM OUTLET TO OUTLET. AVOID UNNECESSARILY SPLICING. ALL ELECTRICAL EQUIPMENT UNDER THIS CONTRACT SHALL BE LISTED AND CONFORM TO THE APPLICABLE REQUIREMENTS OF THE LATEST EDITION OF THE FOLLOWING PUBLICATIONS: 1 UNDERWRITER'S LABORATORIES, INC. - U.L. 2 NATIONAL FIRE PROTECTION ASSOCIATION - NFPA 3 NATIONAL ELECTRICAL MANUFACTURER'S ASSOC.. - NEMA 4 NATIONAL ELECTRICAL CODE - NEC SHEET METAL BOXES SHALL BE STANDARD TYPE WITH KNOCKOUT MADE OF HOT DIPPED GALVANIZED STEEL AS MANUFACTURED BY STEEL CITY, RACO, OR EQUAL. ALL CIRCUITS TO BE 2 #12, #12 GND UNLESS NOTED. PROPERLY IDENTIFY ALL SWITCH AND DEVICES WITH A PLASTIC NAMEPLATE. USE ONLY APPROVED LUBRICANT FOR WIRE PULLING PURPOSES. ALL CONDUITS SHALL BE A MINIMUM OF 1/2' DIAMETER UNLESS OTHERWISE NOTED. ALL HOMERUN CONDUITS SHALL BE A MINIMUM OF 3/4' DIAMETER UNLESS OTHERWISE NOTED. ALL CONDUITS IN SLABS OR UNDERGROUND SHALL BE A MINIMUM OF 3/4' DIAMETER SCHEDULE 40 PVC UNLESS OTHERWISE NOTED. WIRING DEVICES: ALL DEVICES SHALL BE SPECIFICATION GRADE OF THE SAME MANUFACTURER. WALL SWITCHES SHALL BE SINGLE POLE 20 AMP 120/277 VOLT, DUPLEX RECEPTACLES SHALL BE 2 WIRE 3 POLE GROUNDED 120 VOLT 20 AMP. RECEPTACLES MOUNTED IN FIRE OR SMOKE RATED WALLS SHALL BE MINIMUM 25" APART. ALL CONDUITS TO BE 90 DEGREE WHERE PENETRATING FIRE OR SMOKE RATED WALLS SO THEY CAN BE PROPERLY CAULKED. ALL EXTERIOR RECEPTACLES, JUNCTION BOXES, LIGHTS, AND OTHER DEVICES SHALL BE LISTED FOR OUTDOOR APPLICATION AND SHALL HAVE WEATHER PROOF COVERS. CIRCUIT NUMBERS ARE FOR IDENTIFICATION ONLY. THE CONTRACTOR WILL BE RESPONSIBLE FOR CORRECTLY PHASING THE CIRCUITS IN THE PANELS. HOMERUNS OF SIMILAR SINGLE PHASE CIRCUITS MAY BE COMBINED IN ONE CONDUIT WITH A COMMON NEUTRAL. ONLY THREE SINGLE PHASE CIRCUITS MAY BE COMBINED IN ANY ONE CONDUIT. ON COMPLETION OF THE BUILDING, THE CONTRACTOR SHALL BALANCE THE PANEL. PHASE NUMBER OF WIRES MAY NOT BE INDICATED FOR ALL CIRCUITS. ONLY THOSE WHERE CLARIFICATION IS NECESSARY. THE ELECTRICAL CONTRACTOR SHALL PROVIDE ALL WIRES NECESSARY FOR PROPER FUNCTION OF THE SYSTEM WHETHER INDICATED ON PLANS OR NOT. CONTRACTOR SHALL SECURE ALL PERMITS. ELECTRICAL DRAWINGS ARE CONSIDERED DIAGRAMMATIC AND INDICATE GENERAL ARRANGEMENT ONLY. REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS AND EXACT LOCATION ALL SINGLE-PHASE BRANCH CIRCUITS, 120 VOLT LIGHTING, RECEPTACLES, & MOTORS SHALL CONSIST OF PHASE, NEUTRAL & GROUNG CONDUCTOR. ALL EQUIPMENT GROUND WIRES SHALL BE COPPER AND SIZED AS PER NEC ARTICLE 250. CONTRACTOR SHALL MATCH EXISTING BUILDING STANDARD FIRE ALARM SYSTEM AND EQUIPMENT AS REQUIRED AND EXTEND NEW FIRE ALARM CIRCUITS FROM THE EXISTING FIRE ALARM CONTROL PANEL TO THE NEW FIRE ALARM DEVICES SHOWN AND CONNECT AS REQUIRED FOR A COMPLETE AND OPERABLE SYSTEM. CONTRACTOR SHALL PROVIDE RE -CERTIFICATION OF THE FIRE ALARM SYSTEM AS REQUIRED AND IN ACCORDANCE WITH NFPA-72 AND THE LOCAL AUTHORITY HAVING JURISDICTION. PERMIT # k e. ,# MG ENGINEERING, INC. Consulting Engineers COA 7210 MG Mohamed Ghazoll, RE No. 46169 640 Chapman Court . Oviedo . Florida 32765 MGE# 1819 Tel. (407) 786-4811 • Fax. (407) 786-0866 • mgecairoOgmail.com DESIGN THREE ASSOCIATES 815 ORIENTA AVE. SUITE 1050 ALTAMONTE SPRINGS, FL 32701 (407) 834.2444 AAP000452 PROJECT: NO: 118021 KIWANIS MGE# 1819 INTERNATIONAL, INC. BRIO BUSINESS CENTER BUILDING NO.3 1205 AIRPORT BLVD. SANFORD, FLORIDA 32773 ISSUE: DATE: FOF, CONSTRUOTION: 8-15-15 COPYRIGHT Q 2018 - 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. These drawings are not to be modified, changed or copied without a written permission from MG Engineering, Inc. SHEET: EP-1