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7936 Gall Blvd (2)
RESTAURANT INTERIOR BUILD -OUT FOR: JEREMIAH'S ITALIAN ICE 7936 GALL BLVD ZEPHYRHILLS, FLORIDA 33541 YOGI 108 FL, LLC JEREMIAH'S ITALIAN ICE 7936 GALL BLVD ZEPHYRHILLS, EE 33541 ARCHITECT0 : SAMUEL OLMEDO, ARCHITECT P.O.BOX 784825 WINTER GARDEN, FLORIDA 34787 PHONE (407) 967- 3109 EMAIL: soarcht@ yah oo. com CONTRACTOR NOTE: 1. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR ,THE SUB -CONTRACTOR (S), AND THE TRADES WORKERS, TO REVIEW ALL PERMIT APPROVED DRAWINGS AND DOCUMENTS IN ORDER TO FAMILIAR IZE WITH THIS PROJECT'S SCOPE OF WORK ALONG WITH THE EXISTING FIELD CONDITIONS PRIOR TO START OF WORK. 2. THE GEN ERALCON TRACTOR SHALL MAINTAIN ON SITE ONLY THE CITY OF ORLANDO STAMP AND ARCHITECT'S SIGNED AND SEALED PERMITTED CONSTRUCTION DOCUMENTS. NO OTHER COPIES OR PREVUIOUS VERSIONS WILL BE ON -SITE. ALSO, ALL PERMIT DOCUMENTS SHALL BE MAINTAINED CLEAN, ORDER AND UPDATED. 3. IT IS RECOMMENDED THAT THE GENERAL CONTRACTOR ESTABLISH A PRE -CONSTRUCTION MEETING WITH THE ARCHITECT OF RECORD FOR THIS PROJECT IN ORDER TO REVIEW THE PERMIT DRAWINGS DOCUMENTS AND EXISTING FIELD CONDITIONS. 4. THE GENERAL CONTRACTOR SHALL FIELD VARIFY FIELD CONDITIONS, UTILIES, WALLS, LOCATION (S) PROJECT COMPONENTS,AND EXISTING TENANT SPACE (S)' DIMENSIONS FOR PROPER VERIFICATION. IT IS RECOMMENDFD GENERAL CONTRACTOR CHAULK OUTIINF" ON (FLOOR) CONCRFTF SLAB THE SCOPE OF WORK : WALLS, EQUIPTMENT, PLUMBING LINES, AND ANY OTHER CONDTIONS AS REQUIRED TO CROSS-REFERENCE WITH THE FLOOR PLAN ALTERATIONS, LIFE -SAFETY PLAN, AND MECHANICAL, ELECTRICAL, PLUMBING, AND SPRINKLER PLANS TO IDENTIFY WORKABLE PROJECT CONDITIONS. 5. ERRORS AND OMISSIONS: ANY AMBIGUITIES, ERRORS, OMISSISIONS, OF DRAWINGS, DEFICIENCIES, AMBIGUITIES SPECIFICATIONS, NOTES, DIMENSIONS, SYMBOLS, OR INCORECT DATA SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT IMMIDIATELY FOR CORRECTION, CLARIFICATION, AND OR REMEDIATION. 6. ALL CORRESPONDENCE - REQUEST FOR INFORMATION (RFI) , TRANSMITTALS, SUBSTITUTIONS, CLARIFICATIONS, SCHEDULES, AND MEETINGS SHALL BE MADE ONLY BY THE GENERAL CONTRACTOR TO THE ARCHITECT VIA U.S. MAIL AND ELECTRONIC MAIL. TELEPHONE CALLS, CELL PHONE TEXT MESSAGES WILL NOT BE ACCEPTED FOR THESE PURPOSES. GENERAL TELEPHONE COMMUNICATIONS ARE ACCEPTED. PROJECT SITE LOCATION Ev P\�\NG OMpo �Gp �ORNFOR OQN�RNG`G Px�, GOOF\'SNOFZE\L\-S 09O r '1A cX ALL WORK SHALL COMPLY WITH n,*` NFFA CODES AND STANDARDS REVIEW DATE I CITY OF ZEPHYRHI LUS_t_� FIRE AND LIFE SAFETY EXAMINERS_ nMn ICr`T TCNI A NIT C 0A G`E CODE DATA APPLICABLE CODES FLORIDA BUILDING CODE 6TH EDITION , 2020 - BUILDING FLORIDA FIRE PREVENTION CODE - 2017 (6TH EDITION). OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION NATIONAL ELECTRIC CODE - 2014 FLORIDA BUILDING CODE, 2020 - BUILDING * OCCUPANCY IYPLS: CHAPTER 3 : USE AND OCCUPANCY CLASSIFICATION SECTION 303.1.1 : SMALL BUILDING AND TENANT SPACES SECTION 303.1.2 SMALL ASSEMBLY SPACES. ASSEMBLY OCCUPANCY W/ OCCUPANCY LESS THAN 50 IS GROUP B. SECTION 304.1 : GROUP B-BUSINESS (FOOD ESTABLISHMENT WITH OCCUPANCY UNDER 50) * CONSTRUC IION TYPES: CHAPTER 5 GENERAL BUILDING HEIGHT AND AREA LIMITATIONS TABLE 504.3 - ALLOWABLE BUILDING HEIGHT ABOVE GRADE PLANE OCCUPANCY - A2 / NS / TYPE II - B / 55 FT. TABLE 504.4 - ALLOWABLE STORIES ABOVE GRADE PLANE OCCUPANCY - A2 / NS / TYPE II - B / 2 STORIES TABLE 506.2 - ALLOWABLE AREA FACTOR OCCUPANCY - A2 / NS / TYPE II - B / 9,500 S.F. TABLE 508.4 - REQUIRED SEPERATION OF OCCUPANCY (HOURS) OCCUPANCY B B LEFT TENANT) N/R M RIGHT TENANT) 1 CHAPTER 6: TYPE OF CONSTRUCTION TABLE 601: FIRE RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (HOURS) BUILDING ELEMENT / TYPE II B PRIMARY STRUCTURAL FRAME - 0 BEARING WALLS : EXTERIOR & INTERIOR - 0 NON - BEARING WALLS AND PARITIONS: EXTERIOR & INTERIOR - 0 FLOOR CONSTRUCTION AND ASSOCIATED SECONDARY MEMBERS 0 ROOF CONSTRUCTION AND ASSOCIATED SECONDARY MEMBERS 0 TABLE 602: FIRE -RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCE SEPERATION TYPE OF CONSTRUCTION OCCUPANCY DISTANCE (FT) IIB 1 HR CHAPTER 8: INTERIOR FINISHES SECTION 803 WALL AND CEILING FINISHES TABLE 803.11 - INTERIOR WALL & CEILING FINISH REQUIREMENTS BY OCCUPANCY GROUP SPRINKLERED INTERIOR EXIT CORRIDORS ROOMS STAIRWAYS AND RAMPS ENCLOSURES AND AND EXIT PASSAGE WAYS STAIRWAYS AND RAMPS SPACES B A B C * EGRESS: CHAPTER 10: MEANS OF EGRESS TABLE 1004.1.2 - MAXIMUM FLOOR AREAS ALLOWANCES PER OCCUPANT FUNCTION OF SPACE OCCUPANT LOAD FACTOR ASSEMBLY W/ OUT FIXED SEATS UNCONCENTRATED (TABLES & CHAIRS) 15 STANDING SPACE 05 KITCHEN 200 SECTION 1005 - MEANS OF EGRESS SIZING SECTION 1005.3.2 - OTHER EGRESS COMPONENTS NUMBER OF EGRESS EGRESS OCCUPANTS REQUIRED PROVIDED 39 X 0.2 7.8 INCHES 64 INCHES TABLE 1017. 2 - EXIT ACCESS TRAVEL DISTANCE: MAXIMUM DISTANCE OF TRAVEL - GROUP B WITH SPRINKLER - 250 FT. TABLE 1020.2 - MINIMUM CORRICOR WIDTH OCCUPANCY (ANY NOT LISTED) : 44 INCHES FLORIDA BUILDING CODE, 2017 - PLUMBING FPC TABLE 403.1 - PLUMBING FIXTURE REQUIREMENTS DESCRIPTION - BUSINESS: B FIXTURE REQUIRED PROVIDED WATER CLOSET MALE 1 /75 FEMALE 1 /50 02 LAVATORIES (MALE / FEMALE) 1 / 200 02 DRINKING FOUNTAINS 1 / 1000 (SEE 410.4 - SUB-STITUTION) UTILITY SINK 01 01 FLORIDA FIRE PROVENTION CODE 2017 - 6TH EDITIION NFPA 101 - OCCUPANT LOAD SIGN SHALL BE POSTED STATING MAXIMUM OCCUPANCY FOR SPACE. EXTERIOR SIGNAGE NOTE: ANY AND ALL SIGNAGE DEPICTED WITHIN THESE DRAWING IS SCHEMATIC IN NATURE. ANY APPROVAL RECEIVED FOR PERMIT DOES NOT CONSTITUTE APPROVAL FOR THE CONSTRUCTION OF ANY SIGN / SIGN STRUCTURE COVERED WITHIN ORANGE COUNTY CODE SECTION 31.5. SIGNAGE MUST COMPLY WITH JURIDICTIONAL CODE, OR ANY APPLICABLE APPROVED SIGN PLAN. ALL PROPOSED SIGNAGE, INCLUDING SIGNAGE STRUCTURES, ARE REQUIRED TO SUBMIT A SEPARATE APPLICATION AND SHALL BE SUBMITTED THROUGH THE BUILDING PERMIT RESIDENTIAL PROCESS FOR REVIEW BY ZONING, BUILDING AND DEVELOPMENT ENGINEERING. DRAWINGS SYMBOLS [1201 ROOM NUMBER 20 DOOR NUMBER 20 WINDOW NUMBER DATUM ELEV. 0-DEMOLITION NOTES W1 WALL TYPE N W IE1 INTERIOR ELEVATION NUMBER E AX SHEET NUMBER REFERENCE S NE EXTERIOR ELEVATION NUMBER AX SHEET NUMBER REFERENCE DETAIL NUMBER SHEET NUMBER REFERENCE WS1 WALL SECTION NUMBER AX SHEET NUMBER REFERENCE A BUILDING SECTION NUMBER �: AX SHEET NUMBER REFERENCE e___C�91_UMN GRID DESIGNATION - REVISION CLOUD AND SYMBOL DESIGNATION WALL TYPES EXISTING STUD WALLS - NEW METAL STUD WALL --- 1 HR. F.R. METAL STUD WALL ---- 2 HR. F.R. METAL STUD WALL REINF. C.M.U. BLOCK WALL INDEX TO DRAWINGS. - ARCHITECTURAL T1.0 - COVER, LOCATION MAPS, CODE REVIEW, DRAWINGS INDEX A0.0 - EXISTING PLAN AND EXISTING REFLECTIVE CEILING- DEMOLITIONS A1.0 - LIFE SAFETY PLAN A2.0 - A.D.A FIGURES AND DIAGRAMS STANDARDS A3.0 - EQUIPMENT PLAN A4.0 - FLOOR PLAN A5.0 - WALL SECTIONS - NOT IN SCOPE OF WORK A6.0 - INTERIOR WALL FINISHES AND FLOOR FINISH PLAN A7.0 - EXISTING TOILET ROOM FINISH ALTERATION A8.0 - EXISTING INTERIOR ELEVATIONS A9.0 - EXISTING INTERIOR ELEVATIONS MECHANICAL NO WORK ELECTRICAL E1.0 - POWER PLAN E2.0 - PANEL SCHEDULE & RISER PLUMBING P1.0 - PLUMBING SANITARY PLAN & RISER P2.0 - PLUMBING WATER PLAN & RISER FIRE RATED DETAILS FR1.0 - FIRE RATED PENETRATIONS DETAILS FR2.0 - FIRE RATED ASSEMBLY DETAILS SAMUEL OLMEDO ARCHITECT FL. RFG. AR0015027 TEL_ 407. 967. 3109 soarcht @ yahoo.com P.O. BOX 784825 WINTER GARDEN, FL. 34778 PERMIT SET REVISIONS: NO DATE DESCRIPTION 3-25-12 JII CORP INSTRUMENTS OF SERVICE OWNERSHIP ALL REPORTS, PLANS, SPECIFICATIONS, COMPUTER FILES, FIELD DATA, NOTES INSTRUMENTS PREPARED BY THE AND OTHER DOCUMENTS AND RELATED INSTRUMENTS PREPARED BY THE ARCHITECT OR CONSULTANTS AS INTRUMENTS OF SERVICE SHALL REMAIN THE PROPERTY OF THE ARCHITECT OR CONSULTANT. THE ARCHITECT AND OR THE CONSULTANT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT THERETO. RESTAURANT INTERIOR BUILD -OUT FOR: JEREMIAHIS TAE AN ICE 7936 GALL BLVD ZEPHYRHILLS, FL 33541 SHEET COVER Tl m0 N,RIII 6� VICINITY MAP (D WRTII SITE PLAN NO SCALE EXISTING FLOOR PLAN DIMENSIONS: GENERAL CONTRACTOR TO FIELD VARIFY LOCATION OF PROPOSED NEW WALLS EQUIPMENT AND PLACEMENT, PRIOR TO START OF WORK. DIMENSION DISCREPENCY OR EQUIPMENT SHALL BE BROUGHT TO ARCHITECT'S ATTENTION FOR CORRECTION. SPRINKLER SYSTEM: THE EXISTING SPRINKLER SYSTEM TO REMAIN, AND REQUIRED CHANGES SHALL BE PROVIDED BY SPRINKLER SUBCONTRACTOR FOR DESIGN ALTERATIONS DESIGN APPROVAL. DESIGNALTERATIONS, SHOP DRAWING, AND CALULATIONS TO BE UNDER A SEPARATE PERMIT . A FL STATE LICENSED FIRE SPRINKLER CONTRACTOR SHALL APPLY FOR AND OBTAIN A FIRE SPRINKLER PERMIT THROUGH ANY WORK SHALL BEGIN. 4 "I It ElliACT HALL ; UAI 7�� EXISTING 6 TON RTU Q EXISTING SPIRAL DUCT' J I DINING OPEN CEILING 9 CLG Q CLG Q E CLG EXISTING REFLECTIVE CEILING PLAN ACT A E3 m KITCHEN YPBD. CEII X BUILDING DEMOLITION LEGEND SYMBOL DESCRIPTION LOWER PORTION OF WALL IS TO BE REMOVED. 01 UPPER PORTION OF WALL TO REMAIN MAKING A SOFFIT BETWEEN OPEN CEILING AND ACT IN KITCHEN 02 WALL TO BE REMOVED 03 COUNTER TO BE REMOVED 04 REMOVE FLOORING. CLEAN AND PREP FOR NEW FLOORING 05 REMOVE WALL FINISH. CLEAN AND PREP FOR NEW FINISH REMOVE DRINKING FOUNTIAN 06 PLUG AND CAP. 07 REMOVE DOOR pg REMOVE BENCH AND SOFFIT ABOVE 09 REMOVE HAND SINK PLUG AND CAP. 10 AREA FOR NEW ACT FOR NEW MEN'S RESTROOM 0-- AREA FOR NEW ACT FOR NEW WOMEN'S RESTROOM 0- 2 RELOCATE SINK TO MEET ADA REQUIREMENTS IF NEEDED. FIELD VERIFY 0- 3 REUSE EXISTING DOOR. FIELD VERIFY CONDITION 14 PREP AREA TILE TO REMAIN. CLEAN, REPAIR, AND INFILL AS NEEDED MATCH EXISTING ONTRACTOR NOTE: HVAC DUCTWORK AND DIFFUSERS TO REMAIN -CLEAN AND REPAIR ELECTRICAL LEGEND NL OUTLET 18 ABOVE FIN. FLR. &42" 42" A.F.F. WALL RECPI HEIGHT AFF VARIFY - SEE PLANS @CLG CEILING MNT DUPLEX &GFI GRND FAULT INTERUPT @0220V 18" A.F.F. 220V RECPj EQUIPT. VARIES - SEE PLANS FOUR PLEX WALL OUTLET I= FL FLOOR RECPT DIRECT CONNECTION J JUNCTION FOR LIGHTS DISCONNECT O ELECTRICAL PANEL HVAC LEGEND A/C DIFFUSER ro-� CLG. VENT A/C RETURN AIR R CLG. GRILL ® EXHAUST FAN H VAC NOTE: ALL EXISTING HVAC SYSTEMS TO REMAIN, AS IS, UNLESS NOTED OTHERWISE ON DEMOLITIONS PLANS, AND / OR ALTERATION PLANS. FIRE PROTECTION EXISTING SPRINKLER HEAD NEW OR RELOCATED ® SPRINKLER HEAD F.E. EXISTING >O FIRE-EXTINGUISHER ELECTRICAL LEGEND SYMBOL DESCRIPTION EXISTING BULBS TO REPLACED WITH NEW LED 2'X4' LED LAY -IN W/ ACRYLIC LENSES KITCHEN LXIS-HNG �13ULBS 10 RLPLACED WITH NEW LED) 2'X4' LED LAY -IN W/ TROFFER LENSES Al PARABOLIC LED CUSTOMER AREA RESTROOMS EXISTING C1® CEILING MOUNTED RECESSED DOWNLIGHT 0 Q EXISTING El 0 EMERGENCY LIGHT EXISTING 00 EMERGENCY LIGHT E3 & EXIT LIGHT COMBO NEW F o CEILING MOUNTED RECESSED DOWNLIGHT RL38/CTR1902 WHITE/A19 MAX 10OW LAMP NEW TRACK AND FIXTURES CTL2120/PAR 20 MAX 50W LAMPS ADD TO NEW POWER CIRCUIT GENERAL NOTES - DIVISION 1 GENERAL REQUIREMENTS 1. THE INTENT OF THESE DOCUMENTS IS TO PROVIDE FOR THE CONSTRUCTION OF THIS PROJECT, COMPLETE AND FUNCTIONAL IN ALL RESPECTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THIS RESULT. THE OMISSION OF EXPRESS REFERENCE TO WORK NECESSARY AND REASONABLY INCIDENTAL FOR THE COMPLETE CONSTRUCTION OF THE PROJECT SHALL NOT BE CONSTRUED AS RELEASING THE CONTRACTOR FROM HIS RESPONSIBILITIES. 2. THE CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, CLEARANCES AND CONDITIONS TO THE ARCHITECT PRIOR TO COMMENCEMENT OF WORK. FAILURE TO DO SO CONSTITUTES ACCEPTANCE AND RESPONSIBILITY FOR ALL EXISTING CONDITIONS. THE CONTRACTOR WILL NOT BE ALLOWED ADJUSTMENTS IN THE TIME OR MONEY REQUIRED TO RECTIFY THE SITUATION. 3. DO NOT SCALE DRAWINGS. GIVEN DIMENSIONS SHALL GOVERN. LARGE SCALE DRAWINGS SHALL GOVERN OVER SMALL SCALE DRAWINGS. 4. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF ALL PURCHASED, FABRICATED AND FINISHED ITEMS FOR REVIEW BE THE ARCHITECT UNLESS WAIVED BY THE SAME. 5. ALL EQUIPMENT, MATERIALS AND ARTICLES INCORPORATED INTO THE PROJECT SHALL BE NEW AND UNDAMAGED. ALL WORKMANSHIP SHALL BE WITHIN INDUSTRY STANDARDS. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR AND REPLACEMENT OF DAMAGE TO AREAS CAUSED BY HIS WORK AT NO ADDITIONAL COST TO THE OWNER. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SAFETY CONDITIONS RELATING TO JOB CONSTRUCTION INCLUDING A SAFE ENVIRONMENT FOR OCCUPANTS OF AREAS ADJACENT TO THE WORK AREA. 8. THE CONTRACTOR SHALL PAY ALL FEES FOR PERMITS NECESSARY FOR PROPER COMPLETION OF WORK, UNLESS NOTED OTHERWISE. 9. SHOULD THE CONTRACTOR OBSERVE ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, HE SHALL PROMPTLY NOTIFY THE ARCHITECT REQUESTING CLARIFICATION. THE CONTRACTOR SHALL NOT PROCEED WITH WORK AFFECTED BY SUCH ERRORS, DISCREPANCIES OR OMISSIONS WITHOUT RECEIVING CLARIFICATIONS. ADJUSTMENTS INVOLVING SUCH CONDITIONS MADE BY THE CONTRACTOR WITHOUT PRIOR CLARIFICATION BY THE ARCHITECT, SHALL BE AT THE CONTRACTOR'S OWN RISK. COMPLICATIONS ARISING FROM PROCEEDING WITHOUT CLARIFICATION SHALL BE RESOLVED AT THE CONTRACTOR'S EXPENSE. 0. ALL WORK PERFORMED ON THIS PROJECT SHALL COMPLY WITH ALL APPLICABLE LOCAL, STATE AND NATIONAL CODES, LAWS AND ORDINANCES. 1. ANYTHING IN THE CONTRACT DOCUMENTS NOT WITHSTANDING, THE CONTRACTOR ACCEPTS THE RESPONSIBILITY OF CONSTRUCTING A WATERTIGHT, WEATHER TIGHT PROJECT. 2. CONTRACTOR SHALL COORDINATE LOCATION OF ALL NEW ROOF MOUNTED EQUIPMENT WITH OWNER PRIOR TO INSTALL. CENTER EQUIPMENT OVER BEAM OR COLUMN UNLESS DIRECTED OTHERWISE BY OWNER. 3. CONTRACTOR SHALL PROVIDE 2x BLOCKING AT ALL WALL MOUNTED EQUIPMENT OR ACCESSORIES. 4. ALL SIGNS, INCLUDING WINDOW SIGNS, TO BE SUBMITTED FOR REVIEW AND APPROVAL UNDER SEPARATE PERMIT BY OWNER/CONTRACTOR. 5. ALL ANGLES AT 45' OR 90' UNLESS OTHERWISE NOTED. DIVISION 2 DEMOLITION; HAZARDOUS MATERIALS THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DEMOLITION REQUIRED TO ALLOW FOR ALL PROPOSED NEW WORK. PATCH, REPAIR, REPLACE AND FINISH ANY FLOOR, WALL OR CEILING TO MATCH ADJACENT 1. AREAS WHERE DEMOLITION HAS BEEN REQUIRED. PROVIDE PROPER SHORING AND DISCONNECTION OF ALL UTILITIES PRIOR TO DEMOLITION. 2• THE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING THE SITE FREE OF DEBRIS. THE CONTRACTOR SHALL COORDINATE WITH BUILDING OWNER PRIOR TO START OF WORK, 3• THE REQUIREMENTS FOR CORING OF FLOOR SLAB FOR ALL REQUIRED WORK. 4• THE ARCHITECT AND ENGINEERS, AND CONSULTANTS SHALL HAVE NO RESPONSIBILITY 5_ FOR THE DISCOVERY, PRESENCE, HANDLING, REMOVAL OR DISPOSAL OF OR EXPOSURE OF PERSONS TO HAZARDOUS MATERIALS IN ANY FORM AT THE PROJECT SITE, INCLUDING BUT NOT LIMITED TO ASBESTOS PRODUCTS, POLYCHLORINATED BIPHENYL (PCB) OR OTHER 6• TOXIC SUBSTANCES. COMPLY WITH APPLICABLE CODES AND/OR ORDIANCES CONCERNING DEMOLITION OPERATIONS, REFUSE REMOVAL, AND DISPOSAL. DIVISION 3 CONCRETE 8. CLEAN, GRIND AND FILL EXISTING CONCRETE TO ACCEPT VINYL TILE, CARPER, OR CERAMIC TILE. FLOORS TO RECEIVE TILE OR SHEET VINYL SHALL NOT VARY MORE THAN 1 /4" PER 10 FT. IflIVISION 5 METALS 2 STEEL FRAMING: WITH EACH TYPE OF METAL FRAMING REQUIRED, PROVIDE MANUFACTURER'S STANDARD STEEL RUNNER, BLOCKING, LINTELS, CLIP ANGLES, SHOES, REINFORCEMENTS, FASTENERS AND ACCESSORIES AS RECOMMENDED BY THE MANUFACTURER FOR THE APPLICATIONS INDICATED. 1 METAL STUDS: OPEN BOX SHAPED SECTIONS, 3-1/2 INCH x 25 GAGE MIN. (20 GAGE FOR STUDS OVER 14'-0" IN HT. AND AT WALL AT WATER HEATER / MOP SINK ENCLOSURE). DIVISION 7 THERMAL & MOISTURE PROTECTION 2. ALL INSULATING MATERIALS IN CONCEALED SPACES HAVE A FLAME SPREAD RATING OF 75 OR LESS AN A SMOKE DEVELOPED RATING OF 450 OR LESS PER ASTM E84. DIVISION 8 DOORS & WINDOWS 1. ALL GLASS SUBJECT TO HUMAN IMPACT SHALL CONFORM TO THE STANDARD SET FORTH IN THE LOCAL BUILDING CODE. ALL EXITS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR 1. SPECIAL KNOWLEDGE. MANUALLY OPERATED EDGE OR SURFACE -MOUNTED FLUSH BOLTS AND SURFACE BOLTS 2. OR ANY OTHER TYPE OF DEVICE THAT MAT BE USED TO CLOSE OR RESTRAIN THE DOOR ARE PROHIBITED. WHERE EXIT DOORS ARE USED IN PAIRS AND APPROVED AUTOMATIC FLUSH BOLTS ARE USED, THE DOOR LEAF HAVING THE AUTOMATIC FLUSH BOLTS SHALL 3-HAVE NO DOORKNOB OR SURFACE -MOUNTED HARDWARE. THE UNLATCHING OF ANY LEAF SHALL NOT REQUIRE MORE THAN ONE OPERATION. PANIC HARDWARE, WHERE INSTALLED, SHALL COMPLY WITH THE LOCAL BUILDING CODE. THE ACTIVATING MEMBER SHALL BE MOUNTED AT 36 TO 44 INCHES ABOVE THE FINISH FLOOR. THE UNLATCHING FORCE SHALL NOT EXCEED 15 POUNDS WHEN APPLIED IN THE DIRECTION OF TRAVEL. 4DIVISION 9 FINISHES 1.INTERIOR FINISHES TO HAVE A MAXIMUM FLAME SPREAD RATING OF 200 AND MAXIMUM SMOKE DEVELOPMENT RATING OF 450. 2. STUD PARTITIONS TO BE ANCHORED SO AS TO RESIST A LATERAL LOAD OF 5 PSF AS FOLLOWS, BOTTOM PLATE: ANCHOR TO SUB FLOOR WITH 300# POWER DRIVEN PINS AT 48" O.C. ICBO #1639 3. GYP BOARD WALLS TO BE TAPED, SANDED AND HAVE SMOOTH FINISH, UNLESS NOTED OTHERWISE. 4. THE CONTRACTOR SHALL PROVIDE AND INSTALL CAULKING WHERE NOT SPECIFICALLY PERFORMED BY OTHER TRADES. 5. CERAMIC TILE FLOORS SHALL NOT VARY MORE THAN 1 /4" PER 10 FEET. DIVISION 10 SPECIALTIES 1. SUITE NUMBER OR ADDRESS TO BE POSTED ABOVE DOOR. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION / MODIFICATION OF THE FIRE SPRINKLER SYSTEM. CONTRACTOR SHALL SUBMIT DRAWING TO GOVERNING AUTHORITY FOR REVIEW AND APPROVAL PRIOR TO COMMENCING WITH WORK. DIVISION 15 MECHANICAL 1. VERIFY EXISTING MECHANICAL EQUIPMENT (HVAC) IS IN FULL WORKING ORDER, REPLACE FILTERS THROUGHOUT SYSTEM. 2. VERIFY FRESH AIR SETTING, HUMIDITY CONTROLS, BALANCE, ETC. ARE ADEQUATE FOR PROPOSED USE. REPLACE AND/OR MODIFY SYSTEM AS REQUIRED FOR COMPLIANCE WITH LOCAL GOVERNMENTAL AGENCIES REQUIREMENTS. SAMUEL OLMEDO ARCHITECT FL. REG. AR0015027 TEL. 407. 967. 3109 soarcht @ yahoo.com P.O. BOX 784825 WINTER GARDEN, FL. 34778 W _1 LL \ o 0 W PERMIT SET REVISIONS: NO DATE DESCRIPTION 3-25-12 JII CORP INSTRUMENTS OF SERVICE OWNERSHIP ALL REPORTS, PLANS, SPECIFICATIONS, COMPUTER FILES, FIELD DATA, NOTES INSTRUMENTS PREPARED BY THE AND OTHER DOCUMENTS AND RELATED INSTRUMENTS PREPARED BY THE ARCHITECT OR CONSULTANTS AS INTRUMENTS OF SERVICE SHALL REMAIN THE PROPERTY OF THE ARCHITECT OR CONSULTANT. THE ARCHITECT AND OR THE CONSULTANT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT THERETO. RESTAURANT INTERIOR BUILD -OUT FOR: JEREMIAH'S TALIAN ICE 7936 GALL BLVD ZEPHYRHILLS, FL 33541 SHEET EXISTING FLOOR PLAN AND EXISTING REFLECTIVE CEILING PLAN AOO 00 J W D Q OCCUPANCY SIGN POST: SIGN BELOW TO BE POSTED IN CONSPICUOUS SPACE VISIBLE TO EMPLOYEES AND PATRONS. WALL MOUNT 6'-6" A.F.F. - SEE PLAN FOR LOCATIONS. 1 1/2" HEIGHT LETTERING 3" HEIGHT LETTERING MAXIMUM OCCUPANCY DIMENSIONS: GENERAL CONTRACTOR TO FIELD VARIFY LOCATION OF PROPOSED NEW WALLS EQUIPMENT AND PLACEMENT, PRIOR TO START OF WORK. DIMENSION DISCREPENCY OR EQUIPMENT SHALL BE BROUGHT TO ARCHITECT'S ATTENTION FOR CORRECTION. OCCUPAICY SIGN 39 OC . i LIFE -SAFETY PLAN LIFE SAFETY EGRESS FIXTURES SYMBOL DESCRIPTION COMMENTS EMERGENCY LIGHT & EXIT LIGHT COMBO �j EMERGENCY LIGHT ® EXIT LIGHT DIRECTIONAL F.E. FIRE-EXTINGUISHER 00 FIRE EXTINGUISHER WALL MOUNT TYPES: ALL FIRE EXTINGUISHERS SHALL BE CLASS "A,B&C", AND KITCHEN FIRE EXTINGUISHERS SHALL BE CLASS "K" UNLESS NOTED OTHERWISE. NOTE: FIRE EXTINGUISHERS TO BE INSTALLED WITH A MAX. HEIGHT OF 5'-0" A.F.F AND A MIN. HEIGHT OF 4" A.F.F. INSTALLED WITH A MAX. HEIGHT 11" _ 6'-O" _ A.F.F. CUSTOMERS A CUP OF WATER WILL BE SERVED UPON REQUEST. OCCUPANCY CALCULATIONS NFPA 101-7.3.1.2 KITCHEN AREA - 1 OCCUPANT PER 100 S.F. GROSS (FEET SQUARE PER PERSON) DINING AREA - 1 OCCUPANT PER 15 S.F. NET (FEET SQUARE PER PERSON) WAITING - 1 OCCUPANT PER 7 S.F. NET (FEET SQUARE PER PERSON) (TOILET ROOMS DO NOT APPLY) CALCULATIONS KITCHEN AREA - DINING AREA - 511 S.F. / 100 = 6 OCCUPANTS 481 S.F. / 15 = 33 OCCUPANTS TOTAL OCCUPANCY = 39 OCCUPANTS OCCUPANCY CALCULATIONS NFPA 101-7.3.1.2 KITCHEN AREA - 1 OCCUPANT PER 100 S.F. GROSS (FEET SQUARE PER PERSON) DINING AREA - 1 OCCUPANT PER 15 S.F. NET (FEET SQUARE PER PERSON) (TOILET ROOMS DO NOT APPLY) OCCUPANCY CALCULATIONS F.B.C. SECTION 1004.1 , TABLE 1004.1.1 FUNCTION OF SPACE PLAN GRAPHIC SYMBOL OCCUPANCY CLASSIFICATN OCCUPANCY AREA CALC. AREA OCCUPANTS DINING TABLE & CHAIR 15 NET 481.0 S.F. 33 KITCHEN / SERVICE KITCHEN 200 GROSS 511.0 S.F. 03 TOTAL OCCUPANCY 36 SEATING TABULATION TABLE 1004.1.2 - MAXIMUM FLOOR AREA ALLOWABLE PER OCCUPANT SYMBOL SYMBOL TABLE TYPE QUANTITY TOTAL SEATS A 4 TOP 4 ` ADA B 4 TOP 2 8 C BAR 3 3 SEAT Ibe I(D ° 2 TOP 1 2 ------- ' ADA cl E) E 2 TOP 1 2 INDOOR TOTAL SEATING 19 (10D F 2 TOP 4 8 OUTDOOR TOTAL SEATING 8 TOTAL SEATING 27 SAMUEL OLMEDO ARCH I T E C T FL. REG. AR0015027 TEL. 407. 967. 3109 soarcht @ yahoo.com P.O. BOX 784825 WINTER GARDEN, L. 34778 lam\►.. PERMIT SET REVISIONS: NO DATE DESCRIPTION 3-25-12 JII CORP ALL REPORTS, PLANS, SPECIFICATIONS, COMPUTER FILES, FIELD DATA, NOTES INSTRUMENTS PREPARED BY THE AND OTHER DOCUMENTS AND RELATED INSTRUMENTS PREPARED BY THE ARCHITECT OR CONSULTANTS AS INTRUMENTS OF SERVICE SHALL REMAIN THE PROPERTY OF THE ARCHITECT OR CONSULTANT. THE ARCHITECT AND OR THE CONSULTANT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT THERETO. RESTAURANT INTERIOR BUILD -OUT FOR: JEREMIAH'S TALIAN ICE 7936 GALL BLVD ZEPHYRHILLS, FL 33541 SHEET LIFE SAFETY PLAN A01 MO i w U a 0 0 w 2 J 0 J W a N 1,209 S.F. 1/4" = 1'-0" ACTUAL TRAVEL DISTANCE - 64'-2" 14" MIN. PROJECTION FROM WALL URINAL: 3'-0" S.S. GRAB MIRROR MM ® 40" A_ " A.F.F. TO BOTTOM -6 S.S. GRAB OF FRAME BAR 21-011 LAV. 12" 8" MIN. DEPTH x 30" MIN. WIDTH KNEE SPACE — — — — 0 . m 12 J „ r Q CLWQ 2 �a x0� a z =� W �m IN.M 04 `� J-5" MIr p W T.S. COVER DISPENSER 60" FLEX HOSE W/ SPRAIN DRY&ND PAPER TOWEL DISPEN 0 0 � IX a Q SWITCHES a THERMOSTAT 2 't o FIRE ALARM = 00 \-CONTROLS MOUNTED ON `-9" MIN. HIGH x 30" MIN. WIDTH TOE WIDE SIDE OF TOILET CLEARANCE AREA INSULATE HOT WATER & DRAIN PIPES OPTIONAL CUP DISPENSER WHEEL CHAIR FIGURE MOUNTING HTS. & CLEARANCES FOR ACCESSIBILITY BY THE DISABLED A. D.A. -TABLE SEATING FBC 2017 — ACCESSIBILITY 4'-0" 1'-7" 11 -7" - �__ 48" \� CENTER SUPPOR /4 PRONG I - R _ / \ z i I R WALL I I R I I" I I /� L--- I o I I) I I I/ I A CD MI JN I I o N o I Ll N I� L---- -� M I _ \� L---- -- \ tO I I I L---- -- L_ _�3'-8" 60" MIN. I I 31-7" RADIUS - MANUVERING L----- J PLAN VIEW PLAN VIEW 60� PLAN VIEW 1'-7" r--- ---- MI I MAX. TABLE TOP HT. I I L12'�, 12" 1 MAX TABLE TOP HT. MAX TAKE TOP HT. o M NJ I I CV CV ° I I NI I = o M .- I I� N = N N I I I� (V —8iL— —J36" ELEVATION VIEW T -MANUVERING ELEVATION VIEW ELEVATION VIEW DOOR APPROACH CLEARANCES dDILI 1 i DIM GUI I IVIV LV 1 / — MMIVU VLMINU I.LLAML L r_ A 1 ZIMINU U F_----, .8"MINL o p CO co I I FRONT APPROACH, PULL SIDE FRONT APPROACH, PUSH SIDE r----- 4j, 1 11 o R. I 1 " N 1 36" MIN. 'n (c) ---Q FRONT APPROACH, PUSH SIDE, DOOR PROVIDED WITH BOTH CLOSER AND LATCH co 42" MIN. (e) HINGE APPROACH, PULL SIDE r-----� = I I 2" MIN. (9) HINGE APPROACH, PUSH SIDE, DOOR PROVIDED WITH BOTH CLOSER AND LATCH (d) HINGE APPROACH - PULL SIDE N J2" M14 ( f) —•. t, HINGE APPROACH, PUSH SIDE = 0000j� 4 MIN (h) LATCH APPROACH, PULL SIDE 44- MI :a g4" MINL (1) LATCH APPROACH, PULL SIDE DOOR PROVIDED WITH CLOSER I I4" MIN i , O 1' (k) LATCH APPROACH, PUSH SIDE DOOR PROVIDED WITH CLOSER (j) LATCH APPROACH, PUSH SIDE F — — — —I I, I 00 I� (c) RECESS WALL, PUSH SIDE DOOR PROVIDED WITH CLOSER co R co I SAMUEL OLMEDO ARCHITECT FL. REG. AR0015027 TEL. 407. 967. 3109 soarcht @ yahoo.com P.O. BOX 784825 WINTER GARDEN, FL. 34778 rr (V O Ln cH O O cc a F- i Q 0 0 Lu J PERMIT SET REVISIONS: NO DATE DESCRIPTION 3-25-12 JII CORP INSTRUMENTS OF SERVICE OWNERSHIP ALL REPORTS, PLANS, SPECIFICATIONS, COMPUTER FILES, FIELD DATA, NOTES INSTRUMENTS PREPARED BY THE AND OTHER DOCUMENTS AND RELATED INSTRUMENTS PREPARED BY THE ARCHITECT OR CONSULTANTS AS INTRUMENTS OF SERVICE SHALL REMAIN THE PROPERTY OF THE ARCHITECT OR CONSULTANT. THE ARCHITECT AND OR THE CONSULTANT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT THERETO. RESTAURANT INTERIOR BUILD —OUT FOR: JEREMIAH'S TALIAN ICE 7936 GALL BLVD ZEPHYRHILLS, FL 33541 SHEET GENERAL NOTES AND STANDARDS A02mO O J W D Q N RECESS (b) SIDE )optional 36 I I i I I I I I I I EQUIPMENT PLAN LEASE AREA - 1,066 S.F. 1 /4" = 1'-0" EQUIPMENT SCHEDULE KEY QTY. ITEM NAME MANUFACTURER MODEL NUMBER SUPPLIER POWER REQUIRED PLUMBING REQUIRED MISC. NOTES 1 2 DIPPING CABINETS NELSON MANUFACTURING REXI2DC REW 8 AMPS 1A 2 DIPPING WELLS FRANKLIN MACHINE FRA-117-1339 REW Y4" MALE, 1" DRAIN 1B 1 DIPPING CABINETS NELSON MANUFACTURING REXI2DC REW 2 2 TAYLOR TWIN TWIST SOFT SERVE TAYLOR C7-12 TAYLOR FREEZE 2 DEDICATED OUTLETS 15 AMP PER UNIT. PER ELECT SPEC OLSIGNEU 1-0 BE DIRECTLY CONNECTED. JUC71ON BOXES LEFT do RIGHT OF UNIT. 18' AFF ALLOW FOR 6'-0' WHIP FOR CLEANING 3 2 BATCH MACHINE ELECTRO FREEZE B12E ELECTRO FREEZE DEDICATED 20 AMP — FANUFACTURED FOR DIRECT CONNECT. ALLOW FOR 6'-0' WHIP FOR CLEANING 4 1 3 DOOR REF. TURBO AIR TURBO AIR M3R72-3—N REW 5.6 AMPS 5 1 SINGLE DOOR FREEZER TURBO AIR TURBO AIR TSF 23SD—N REW 4.8 AMPS 6 1 MASHER —HAND MIXER ROBOT COUPE R08—MP450 7 2 4'-0" SS WORK TABLE ADVANCE TABCO ADV—TT-304—X REW 1 DUPLEX ABOVE TABLE AT 42"AFF 7A 0 5'-0" SS WORK TABLE ADVANCE TABCO ADV—TT-305—X REW 7B 0 6'-0" SS WORK TABLE ADVANCE TABCO ADV—TT-306—X REW 7C 0 7'-0" SS WORK TABLE ADVANCE TABCO ADV—TT-307—X REW 7D 0 8'-0" SS WORK TABLE ADVANCE TABCO ADV—TT-308—X REW 7E 0 30" SS WORK TABLE ADVANCE TABCO ADV—TT-309—X REW 8 1 36" MASHING TABLE CUSTOM 10 1 3 COMP SINK ADVANCE TABCO ADV—FE-3-1812-18RL—X REW Jr HOT AND COLD. FLOOR SINK 10A 1 3 COMP SINK SPAYER KROWNE KRO-17-109WL REW )J" HOT AND COLD. 11 1 HAND SINKS KROWNE KRO—HS-2L REW 11E EXISTING HAND SINKS KROWNE KRO—HS-2L REW 12 1 METRO RACK —DRYING SYSTEM OLYMPIC OLY—J1848WSK—SR REW 13 0 1848 DRYING WALL SHELF W/ BRAKETS OLYMPIC OLY-12460K + 2X OLY—JIWD24K REW 14 EXISTING MOP SINK — 15 1 WATER FILTER KINETICO UPFLOW 1060 DECLORINATOR KINETICO—DIRECT AS REQUIRED BY FILTER. SEND WATER SAMPLE TO KINETICO FOR PROPER SPECIFICATION. 20 0 74" SHELF POST OLYMPIC OLY—J74K REW 21 0 2448 FLOOR SHELVING UNIT OLYMPIC OLY—J2448K REW 21A 0 2442 FLOOR SHELVING UNIT OLYMPIC OLY—J2442K REW 21B 1 2436 FLOOR SHELVING UNIT OLYMPIC OLY—J2436K REW 21C 0 2460 FLOOR SHELVING UNIT OLYMPIC OLY—J246OK REW 22 1 1848 FLOOR SHELVING UNIT OLYMPIC OLY—J1848K REW 22A 0 1842 FLOOR SHELVING UNIT OLYMPIC OLY—J1842K REW 22B 1 1836 FLOOR SHELVING UNIT OLYMPIC OLY—J1836K REW 22C 0 1860 FLOOR SHELVING UNIT OLYMPIC OLY—J1860K REW 24 0 2448 WALL SHELVING UNIT OLYMPIC OLY—J2448K + 2X OLY—JIWD24K REW 24A 0 2442 WALL SHELVING UNIT OLYMPIC — + REW 24B 1 2436 WALL SHELVING UNIT OLYMPIC —MVtK REW 24C 2 2460 WALL SHELVING UNIT OLYMPIC OLY—J246OK + 2X OLY—JIWD24K REW 25 0 1848 WALL SHELVING UNIT OLYMPIC OLY—J1848WSK—SR REW 25A 0 1842 WALL SHELVING UNIT OLYMPIC 2X OLY-JIWDIRK REW 25B 0 1836 WALL SHELVING UNIT OLYMPIC OLY—J1836WSK—SR REW 25C 0 1860 WALL SHELVING UNIT OLYMPIC OLY—J1860K + 2X OLY—JIWDI8K REW 30 0 ROUND PICNIC TABLE —EXTERIOR ULINE H-2127GR REW 31 0 SQUARE PICNIC TABLE —EXTERIOR ULINE H-2126GR REW 32 0 6' RECTANGLE PICNIC TABLE —EXTERIOR ULINE H-2128GR REW 33 0 ADA ROUND PICNIC TABLE —EXTERIOR ULINE H-2672GR REW 33A 0 ADA SQUARE PICNIC TABLE —EXTERIOR UUNE H-2671GR REW 338 0 ADA 8'ULINE H-2673GR REW 34 4 ROUND TABLE —EXTERIOR ULINE H-8590 REW 36 16 INTERIOR CHAIR EMU MIL0#9007—#59 GREEN REW 37 3 INTERIOR BARSTOOL EMU OLLY BAR #9208— COLOR 05-59 GREEN REW 38 3 INTERIOR 24" ROUND TABLE EMU BISTRO—#900— COLOR 20 GLOSSY ALUM REW 39 2 INTERIOR 30"X30" SQ. TABLE EMU BISTRO—#901— COLOR 20 GLOSSY ALUM REW 40 OPTIONAL EXTERIOR BRANDED UMBRELLA TUUCI W/ SURFACE BASE REW 40A 0 EXTERIOR BRANDED UMBRELLA TUUCI 8 X1 CLASSIC W SURFACE BASE REW 50 A B C D E F G 3 OF EACH POS STATION IPAD STAND CASH DRAWER TRIPOS CARD READER RECEIPT PRINTER BAR CODE SCANNER REVEL NETWORKING PACKAGE VARIOUS —REFER BELOW APPLE REVEL GENERIC INGENICO EPSON HONEYWELL VARIOUS IPP350 U220, M30 ORBIT US REVEL REVEL REVEL REVEL REVEL REVEL REVEL AMAZON 51 A B C D E F G 1 OF EACH MANAGEMENT COMPUTER SYSTEM BOH COMPUTER MONITOR KEYBOARD/MOUSE PRINTER PRINTER CABLE WIFI ROUE SURGE PROTECTOR VARIOUS —REFER BELOW BEEUNK ACER LOGITECH BROTHER AMAZON TP—LINK, NETGEAR. BELKIN ANY SB2200 MK270 MFCL2750DW AMAZON AMAZON AMAZON AMAZON AMAZON AMAZON AMAZON 52 A B C 3 OF EACH DIGITAL MENU BOARDS TCL 4K TV CHROMEBOX TV WALL MOUNT VARIOUS —REFER BELOW TCL AOPEN MOUNTING DREAM PROMEVO AMAZON 53 1 NVR AND CAMERA SYSTEM DAHUA SECURITY CAMERA PAMAaF 54 A B C D E 57 1 OF EACH 1 AUDIO SYSTEM ROCKBOT PLAYER AMPLIFIER VOLUME SELECTOR SPEAKERS SPEAKERS STANDING DESK AND SHELVING ROCKBOT MONOPRICE OR OTHER AUDTEK OR OTHER DEFINITIVE TECHNOLOGY PURE RESONANCE TS-4VC AW 5500 VCA8 AMAZON AMAZON AMAZON 60 EXISTING WATER HEATER 68 2 BABY CHANGING STATION KOALA KARE KB200-05 WHITE GRANITE 70 EXISTING SAFE FLORIDA LOCK AND KEY BY OWNER 80 1 1 A —FRAME SIGN REW SAMUEL OLMEDO ARCHITECT FL. REG. AR0015027 TEL. 407. 967. 3109 soarcht c@ yahoo.com P.O. BOX 784825 WINTER GARDEN, FL. 34778 N o` PERMIT SET REVISIONS: NO DATE DESCRIPTION 3-25-12 JII CORP INSTRUMENTS OF SERVICE OWNERSHIP ALL REPORTS, PLANS, SPECIFICATIONS, COMPUTER FILES, FIELD DATA, NOTES INSTRUMENTS PREPARED BY THE AND OTHER DOCUMENTS AND RELATED INSTRUMENTS PREPARED BY THE ARCHITECT OR CONSULTANTS AS INTRUMENTS OF SERVICE SHALL REMAIN THE PROPERTY OF THE ARCHITECT OR CONSULTANT. THE ARCHITECT AND OR THE CONSULTANT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT THERETO. RESTAURANT INTERIOR BUILD —OUT FOR: JEREMIAH'S ITALIAN ICE SHEET EQUIPMENT PLAN �C SCHEDULE w ¢ DOOR SCHEDULE 1v ALLSINTERIOR DOORS BY " AMERICAN DOOR COMPANY" OR EQUAL. 2. ALL EXTERIOR DOORS BY " UNITED STATES METAL MANUFACTURER CORP."OR EQUAL. WINDOW SCHEDULE SAMUEL OLMEDO ARCHITECT FL. REG. AR0015027 b of Lo INDOOR/ ' OCCUPA CY SIGN 39 OCC. cl, _n FLOOR PLAN A LEASE AREA - 1,209 S.F. 1/4° = 1t-0ff MARK TYPE SIZE THK FRAME DOOR MATERIAL DETAIL HARDWARE REMARKS 01 A 3070 EXSTG EXSTING EXSTING DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS PANIC HARDWARE MECHANISM TO UNLOCK 0© C 3070 EXSTG EXSTING EXSTING DOOR IN THE EVENT OF AN EMERGENCY EXIT W.L. PRESSURE 20.9# & -23.6# FLORIDA PRODUCT APPROVAL - (Curries) FL11537 p D 2-1670 1 1/4" - ALUMN. H2/J2 HW#3 ELIASON DOOR DSP-3 (OR EQUAL) IN GYPBD. FRAME W/ ACRYLIC VIEW PANELS, STAINLESS STEEL FINISH. ALL HARDWARE IS PROVIDED BY MANUFACTURE. DBL ACTING SWING DR. UNIT W/ ACRYLIC VIEW WINDOWS 04 B 3070 1 3/8" 01 SOLID CORE WD. H1 /J1 HS# 2 PAINT DOOR AND FRAME P-2 05 E 2-1630 1 1 /4" BY MFR ALUMN. H2/J2 HS# 3 ELIASON LWP GATE (OR EQUAL) IN GYPBD. FRAME ALUMINUM FINISH. ALL HARDWARE IS PROVIDED BY MANUF 06 EXSTING EXISTING PAINT AND DOOR AND FRAME P2 MARK TYPE SIZE FRAME MATERIAL DETAIL REMARKS 0EXSTG EXISTING (FIELD VERIFY) EXISTING EXISTING ALUMN. S.F. ALUMN. S.F. n C DOOR TYPES FRAME TYPES ACRYLIC I VIEW WINDOWS I \ H Lo O �\ ` `' 1 � �\ A D_ I Q INSUL. ALUMN. SOLID CORE WOOD HOLLOW CORE ALUMN. ALUMN. STORE FRONT FLUSH PANEL FLUSH PANEL BIRCH- FINISH INSULATED ELIASON DOOR ELIASON DOOR DBL ACTING DBL ACTING DOOR HARDWARE SCHEDULE HARDWARE SET #1: DOUBLE ENTRANCE DOORS LOCKSETS AND KEYING 2 SET SINGLE ACTING OFFSET PIVOT HINGES 2 DOOR CLOSER - NORTON 1605 SURFACE CLOSER FINAL CORE PROCESS FOR LOCKSETS AND KEYING: 1 4" EXTRUDED - MILL FIN. ALUM. THRESHOLD -A.D.A. (OFFSET PIVOT & OVERHD CLOSER) 1. THE SUBCONTRACTORS WILL INSTALL ALL DOORS, FRAMES, 1 DEADLOCK/LATCH COMBINATION WITH LATCH PADDLE DEVICE HARDWARE AND LOCKSETS AND ENTRANCE DOORS. 1 CYLINDER - 7 PIN MORTISE FINISH TO MATCH DOOR 1 WEATHERING SYSTEM AND EPDM BLADE SURFACE ATTACHED SWEEP STRIP 1 TOP AND BOTTOM FLUSH BOLTS HARDWARE SET #2: LOCKSET FOR INTERIOR DOORS 1 EACH LEVER PAIR 3 1//TYPEX//PRIVACY LA CHSET,FULL F FINISH US FINIS26D H US 26D 1 EACH DOOR STOP, FINISH US 26D 1 DOOR CLOSER - NORTON 1605 SURFACE CLOSER HARDWARE SET #3: BY MANUFACTUER HA�RDWARE SET #4: LOCKSET FOR INTERIOR DOORS 1 EACH LEVER 2 PAIR 3 I//TYPEX//PASSAGEBUTTC,HSETI, FI� RTIHSUSF26DD US 26D 1 EACH DOOR STOP, FINISH US 26D 1 DOOR CLOSER - NORTON 1605 SURFACE CLOSER HARDWARE SET #5: LOCKSET FOR INTERIOR DOORS 1 EACH LEVER PAIR 3 1//TYPEXKEYI//LOCK, FINISH SFULL M 6D ORTISE, FINISH US 26D 1 EACH DOOR STOP, FINISH US 26D 1 DOOR CLOSER - NORTON 1605 SURFACE CLOSER SPRINKLER SYSTEM: THE EXISTING SPRINKLER SYSTEM TO REMAIN, AND REQUIRED CHANGES SHALL BE PROVIDED BY SPRINKLER SUBCONTRACTOR FOR DESIGN ALTERATIONS DESIGN APPROVAL. DESIGNALTERATIONS, SHOP DRAWING, AND CALULATIONS TO BE UNDER A SEPARATE PERMIT . A FL STATE LICENSED FIRE SPRINKLER CONTRACTOR SHALL APPLY FOR AND OBTAIN A FIRE SPRINKLER PERMIT THROUGH ANY WORK SHALL BEGIN. SF-1 CAP 20 GA. (MIN.), 5-5 8" METAL STUDS ® 16" O.C. 5/8" GYP. BIRD. (U.N.O.) EACH co SIDE OF WALL `l' WALL BASE FINISH ''' AS PER SCHEDULE GALV. MTL. C-CHANNEL, CONT.. FLOOR SLAB IH 3/16"0 TAPCON W/ 1 3/4" EMBEDMENT AT 24" O.C. MAX. HALF WALL SECTION HARDWARE NOTES 1. ADJUST ALL CLOSERS TO A 5 LB. MAX. OPENING FORCE. 2. CONTRACTOR TO SUBMIT TYPE WRITTEN SHOP DRAWINGS AND PRODUCT LITERATURE FOR ALL DOORS AND HARDWARE SPECIFIED. PREPARED BY A LICENSED AND CERTIFIED CONSULTANT. 3. ALL EXTERIOR HOLLOW CORE METAL DOORS ARE TO BE INSULATED. DOOR AND FRAME TO BE SHOP PRIMED AND PAINTED. 4. ALL LOCK AND PASSAGE SETS TO BE SCHLAGE GRADE OR BETTER. SUBMIT OTHERS FOR APPROVAL. LOCKS NEED TO BE REKEYABLE. 5. DOOR DETEX SYSTEMS MUST BE IN COMPLIANCE WITH SPECIAL EGRESS CONTROL DEVICES LISTED IN LOCAL CODES. 6. SUBMIT DETAILED HARDWARE SCHEDULE FOR ARCHITECTS APPROVAL. 7. ALL DOORS AND HARDWARE TO COMPLY WITH N.F.P.A. 101-5-2.1.5. 8. ALL DOORS AND HARDWARE TO COMPLY WITH A.D.A. AND CODE OF FEDERAL REGULATION, UTILIZING A LEVER LATCH OR LOCKSET. FIRE RATED WALLS & PENETRATIONS: GENERAL CONTRACTOR TO FIELD VARIFY FOR ANY LABELED FIRE RATED WALL ASSEMBLIES, AND ANY SUCH IDENTIFIED CONDITIONS WILL BE MADE KNOWN TO THE ARCHITECT. ANY PENETRATIONS OR REQUIRED DEMOLITIONS SHALL BE REPAIRED TO MATCH EXISTING OR MEET THE DETAILS ON SHEETS FR1 & FR2. FIRE RATED WALL FIRE STOP SYSTEM 714.3.1.2THROUGH-PENETRATION FIRESTOP SYSTEM. THROUGH PENETRATIONS SHALL BE PROTECTED BY AN APPROVED PENETRATION FIRESTOP SYSTEM INSTALLED AS TESTED IN ACCORDANCE WITH ASTM E814 OR UL 1479, WITH A MINIMUM POSITIVE PRESSURE DIFFERENTIAL OF 0.01 INCH (2.49 PA) OF WATER AND SHALL HAVE AN F RATING OF NOT LESS THAN THE REQUIRED FIRE -RESISTANCE RATING OF THE WALL PENETRATED. DIMENSIONS AND NOTES: GENERAL CONTRACTOR TO FIELD VARIFY LOCATION OF PROPOSED NEW WALLS EQUIPMENT AND PLACEMENT, PRIOR TO START OF WORK. DIMENSION DISCREPENCY OR EQUIPMENT SHALL BE BROUGHT TO ARCHITECTS ATTENTION FOR CORRECTION. WALL BLOCKING: GENERAL CONTRACTOR TO PROVIDE A MIN. OF 5/8" T&G CDX PLYWD. SHEATHING LET -INTO STUD FACE, BLOCKING FOR SHELV'G AS PER PLAN SHELF LOCATIONS OR OWNER DIRECTIONS, VERIFY INSTALLATION LOCATIONS PRIOR TO GYPBRD. INSTALLATION. R cV I rl JAL. 4 SINGLE DOOR STEEL FRAME GENERAL INTERIOR FINISH NOTE: WHERE THERE IS REMOVAL OF EXISTING WALLS , CEILINGS , FLOORING AND VINYL BASE , REPAIR ALL "DAMAGED" AND OR NEWLY BUILT AREAS TO MATCH EXISTING. ALL WALLS AND EXISTING DOORS, FRAMES, ETC. ARE TO BE REPAINTED AND REPAIRED, REFER TO FINISH SCHEDULE. INTERIOR FINISH SCHEDULE AREA FLOORS WALLS CEILING BASE REMARKS 100 k;101 Nrw—PAINT NEW PAINT NEW NEW TILE-F3 NEW SYMTREX NEW PAINT-W1 EXISTING _PAINT NEW TILE-B1 102 NEW NEW PAINT-W1 NEW ACT N 103 NEW W1 NEW ACT TI 131 104 EXISTING III F W2 EXISTING ACT EXITING TILE PATCH & REPAIR AS NEEDED 105 106 3-5/8" MTL STUDS ® 16" O.C. 20 GA. MIN. -1/2" GYP.BRD. ONE LAYER EA. SIDE OF MTL STUDS, U.N.O. PROVIDE 5/8" TYPE "X" FIRE RATED GYPBRD. FOR THE ONE (1) HOUR F.R.WALL ASSEMBLY U) w a INTERIOR DOOR AS PER SCHED. " 16 GA. GALV. H.M. FRAME PAINT FIN. Hl lJl I DOOR HEAD JAMB DETAIL 4" MTL STUDS ® 16" O.C. 25 GA. MIN. - SEE STRUCTURAL 1/2" GYP.BRD. ONE LAYER EA. SIDE OF MTL STUDS, U.N.O. DBL ACTING HEAD ANCHOR PIVOT HINDGE INTERIOR DOOR AS PER SCHED. 20 GA. ALUMN. FRAME BRUSH POLISH FINISH H2/J2 I DOOR HEAD JAMB DETAIL TEL. 407. 967. 3109 soarcht @ yahoo.com P.O. BOX 784825 WINTER GARDEN, FL. 34778 04>0 0 .� Q J U_ U w U � Q 0 0 w J 0 .J W c� G Q t/1 PERMIT SET REVISIONS: NO DATE DESCRIPTION 3-25-12 JII CORP INSTRUMENTS OF SERVICE OWNERSHIP ALL REPORTS, PLANS, SPECIFICATIONS, COMPUTER FILES, FIELD DATA, NOTES INSTRUMENTS PREPARED BY THE AND OTHER DOCUMENTS AND RELATED INSTRUMENTS PREPARED BY THE ARCHITECT OR CONSULTANTS AS INTRUMENTS OF SERVICE SHALL REMAIN THE PROPERTY OF THE ARCHITECT OR CONSULTANT. THE ARCHITECT AND OR THE CONSULTANT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT THERETO. RESTAURANT INTERIOR BUILD —OUT FOR: JEREMIAH ) S ITALIAN ICE 7936 GALL BLVD ZEPHYRHILLS, FL 33541 SHEET FLOOR PLAN A04 00 TOP TRACK PER PLANS TO FLANGE SNIP 6" WING AND BEND -TYP DOWN 90 DEGREES -TYP. J'�/ 3 5/8"0-1 /4"x18Ga. TRACK TOP TRACK TOP TRACK CONNECTION STRUCTURAL DESIGN CRITERIA: BOT. TRACK 1. THE DESIGN COMPLIES WITH THE REQUIREMENTS OF THE: A. FLORIDA BUILDING CODE 2007, 2009 REVISIONS B. AISC MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN 9 th. EDITION. C. AISI SPECIFICATIONS FOR THE DESIGN OF COLD —FORMED STEEL STRUCTURAL MEMBERS 1986. D. LIGHT GAGE STRUCTURAL INSTITUTE 1990. 2. LOADINGS: A. D.L. -WT. OF MATERIAL-5 PSF WALL WT. B. L.L. = 20 PSF A. WIND LOAD RR 120 MPH WIND SPEED — N/A 600S1 E AT TO[ BRACIh W/ (4: 20 GA. METAL U.N.O., (INSULA TOILET WITH R. 1/2- SIDE C BASE FLOOR CON C. �110 10 11 a 114 If, r-� A I L_y A /8"x 1-1 /4"x 18Ga. TRACK #10 TEK TO FLANGE SIDE -TYP. #10 TEKS TO EA. SIDE -TYP. 0 Di SECTION A -A INTERIOR HEADER DETAIL (FOR NON -LOAD BEARING WALLS) BUILDING EXT. C.M.U. STUCCO WALL STUDS PER PU BOT. TRACK PEr` A.C.T. GYP EA. SIDE TO FLANGE -TYP SHOTS 012" O.C. TO SLAB -TYP. BOTTOM OF INTERIOR WALL (NON -LOAD BEARING) ROOFING FINISH ROOF RIGID INSUL. & METAL ROOF DECKING FIELD VERIFY CONDITION ROOF BEARING BUILDING ROOF TRUSSES 60OS162-43 STUD STRUT SCREWED AT TOP OF WALL FOR BRACING SET 4'-0" O.C. MAX W/ (4) 8 -18 SELF DRILLING SCREWS CEILING LIN �I�n� 20 GA. (25 GA.MIN.), 1-1/2- METAL STUDS ® 16 O.C. U.N.O., SEE FLOOR PLANS EXISTING WALL FINISH RIGID INSULATION BIRD. W/ 5/8" GYP. BIRD. ON TENANT SIDE OF STUD FACE (VARIFY W/ BUILDING DESIGN) BASE- AS PER SCHEDULE CONC. SLAB. _ SLAB LINE _ EL. O'-0 " TOP TRACK PER PLANS SEE 7/- - --- -- --- - -TYP. STUDS PER PL BOTT. 1 J TRACK (IN SOME SITUATIONS WHERE GUN CAN'T FIT, TEKS WILL BE SCREWED FROM OTHER SIDE) FRAME WALL ASSEMBLY METAL STUD NOTES: 1. S'UD, TRACK AND ACCESSORY DESIGNATIONS ARE BASED UPON DIETRICH INDUSTRIES CATALOG. MINIMUM YIELD STRENGTH FOR 20 GA. AND 18 GA. STUDS SHALL BE 33 KSI; AND SHALL BE 50 KSI FOR 16 GA. AND 14 GA. STUDS. ALL TRACK SHALL BE 33 KSI. WIND STRAPS ARE BASED ON THE USE OF 40,000 P.S.I. FY MIN. 2. ALL STUDS, TRACK, BRIDGING AND ACCESSORIES SHALL BE FORMED FROM STEEL HAVING A G-60 GALVANIZED COATING MEETING THE REQUIREMENTS OF A.S.T.M. A525. 3. BOTH STUD FLANGES MUST BE ATTACHED TO TRACK AT TOP AND BOTTOM W/ #6x7/16" SDS ON EA. SIDE FOR THE 18 GA. STUDS. 4. ALL COLD -FORMED STRUCTURAL STEEL MEMBERS SHALL BE IN COMPLIANCE WITH THE SPECIFICATIONS FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS THE LATEST EDITION AND ALSO SHALL COMPLY WITH THE LIGHT GAGE STRUCTURAL INSTITUTE AND DESIGN HANDBOOK ESTABLISHED 1990. 5. CLIP PLATES AND ANGLES FOR COLD -FORMED STEEL STRUCTURAL CONNECTIONS SHALL BE ASTM A 446 16GA.. (U.N.O.). ALL OTHER COMPONENTS, ANGLES, ATTACHMENTS, PARTS, AND ADDITIONAL FRAMING MEMBERS ARE SUPPLIED AND DESIGNED BY OTHERS. 6. COLD -FORMED STEEL STRUCTURAL CONNECTIONS USING TEK SCREWS ARE AS SHOWN THESE DRAWINGS. ADD. FIELD TEKS MAY BE RQD. FOR STD. INSTALLATION. 7. HORIZONTAL BRIDGING: a). THE STRUCTURAL WALL STUDS SHALL BE CONTINUOUSLY BRACED AT MINIMUM 5'-0" VERTICAL POINTS. AND AS SHOWN ON TRUSS DESIGN DRAWINGS. 8. COLD FORMED STRUCTURAL STEEL: THICKNESS SHALL BE AS FOLLOWS: STEEL DESIGN GA. THICKNESS 12 .1046 14 .0747 16 .0598 18 .0478 20 .0359 25 .0287 9. INSTALL ALL STRAP TIES, ANCHORS, AND BRIDGING, ETC.., PER MANUFACTURE'S INSTALLATIONS REQUIREMENTS. 10. DIMENSIONS SHOWN ON THIS SET OF PLANS ARE TAKEN OFF AND DERIVED FROM THE ARCHITECTURAL DRAWINGS AND LAYOUT. FIELD VERIFY AS BUILT STRUCTURE DIMENSIONS FOR CORRECT INSTALLATION OF THE WALL SYSTEMS. G.C. SHALL SUPPLY THE MANUFACTURER WITH FIELD DIMENSIONS BEFORE FABRICATION IF DIFFERENT FROM THE ARCHITECT'S PLANS, OR THESE PLANS. 11. ALL SPLICES MUST LAP A MINIMUM OF 12" FOR TOP TRACKS AND CONNECT WITH (4) #6 TEK SCREWS ON EACH FLANGE SIDE. EXISTING TENANT 1 HOUR- 3 WALL SECTION CEILING EL. 10 SUSPENDE ALUMN. CL ACOUSTIC CEILING TII (A.C.T.) (1) LAYER GYP. BIRD. EACH SIDE FRAME WA TO EXIST'C BASE FLOOR FI CON C. SL Or LINE -0 D G. GRID E 5/8" OF M -L EXTENDED UNDERSIDE . 20GA. 6" STUDS FROM SLAB OF ROOF DECK VISH AB. 4 WALL SECTION SAMUEL OLMEDO ARCHITECT FL. REG. AR0015027 TEL. 407. 967. 3109 soarcht @ yahoo.com P.O. BOX 784825 WINTER GARDEN, FL. 34778 PERMIT SET REVISIONS: NO DATE DESCRIPTION 3-25-12 A CORP INSTRUMENTS OF SERVICE OWNERSHIP ALL REPORTS, PLANS, SPECIFICATIONS, COMPUTER FILES, FIELD DATA, NOTES INSTRUMENTS PREPARED BY THE AND OTHER DOCUMENTS AND RELATED INSTRUMENTS PREPARED BY THE ARCHITECT OR CONSULTANTS AS INTRUMENTS OF SERVICE SHALL REMAIN THE PROPERTY OF THE ARCHITECT OR CONSULTANT. THE ARCHITECT AND OR THE CONSULTANT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT THERETO. RESTAURANT INTERIOR BUILD —OUT FOR: JEREMIAH'S TALIAN ICE 7936 GALL BLVD ZEPHYRHILLS, FL 33541 SHEET WALL SECTIONS A05mO UJ w Q o 0 W 2 J 0 .J W D 2 a un 0 i o� Lo PNL. J Z MEN a PREP F 11 G.T. B— L---J \ WOMEN \ F-2 � B-1 DINING F-2 B-1 KITCHEN ' F-3 INTERIOR WALL FINISHES FLOOR FINISH PLAN MOP SINK O F.D. REFLECTIVE CEILING PLAN SURFACES TAG MANUFACTURER PRODUCT COLOR P-1 BENJAMIN MOORE #: 2025-20 YEW GREEN, SEMI GLOSS P-2 BENJAMIN MOORE #: 2012-20 FLAME, SCUFF-N-SEMI GLOSS P-3 BENJAMIN MOORE #: 2121-50 ICED CUBED, SCUFF-N-SEMI GLOSS P-4 BENJAMIN MOORE #: 656 MIAMI TEAL, SEMI GLOSS P-5 BENJAMIN MOORE 2132-10 FLAT/MATTE FOR EXPOSED CEILINGS AND UPPER SECTIONS OF WALLS P-6 SHERWIN WILLIAMS SW7006 EXTRA WHITE FOR GYP CEILINGS SF1 WILSON ART Q4041 QUARTZ - ENCHANTED ROCK MAIN COLOR — P-3 TRIM AND DOOR COLOR — P-2 ACCENT COLOR — P-1 AND P-4 FLOORING TAG PRODUCT EF-1 EXISTING TILE TO REMAIN, REPAIR & PATCH AS NEEDED TO MATCH EXISTING, IF IN POOR CONDITION REPLACE W/F-3 F-1 POLISHED CONCRETE- TBD BY JEREMIAH'S ITALIAN ICE APPROVAL F-2 LVT - SEE SPEC FROM BRAND BOOK F-3 QUARRY TILE - 6X6 DAL TILE - ARID GRAY OQ42. ROUGH FINISH OR APPROVED EQUAL WITH MAPEI- KERAPDXY GROUT IN CHARCOAL OR APPROVED EQUAL F-4 ECO MAT FLOORING IN GRAY- INSTALLED PER MANUFACTURES INSTRUCTIONS CONTACT MATT LALLEY - OPERATIONS MANAGER OFFICE: 833-326-4747 X2010 CELL: 704-430-7281 EMAIL: MATT®ECOGRIPEAST. COM *ANY PROPOSED ALTERNATES TO BE SUBMITTED TO IVY HELIX & JEREMIAH'S FOR REVIEW & APPROVAL F-5 TROWEL EPDXY FLOORING IN GRAY WALLS TAG I PRODUCT W-1 I FRP WALLS - GUEST FACING PRODUCTION - SYMMTREX - SYM C100 - HORIZONTAL INSTALL W-2 I FRP WALLS - NON GUEST FACING PRODUCTION - W-2 SEE SPECS FROM BRAND BOOK W-3 I CUSTOM PAINTED MURAL WALL BY JEREMIAH'S ARTIST- WALL MUST BE LEVEL 4 FINISH AND PAINTED WITH P-3 AS THE BASE PREFERRED PANEL-MARLITE VOLTAFLEX RIDGES, COLOR: ARGENT SILVER ORDERED THRU NATIONAL ACCOUNT W-4 ALT PANELS - UNION CORRUGATING X12" RIBBED SILVER STEEL ROOF PANELS AT LOWE'S-TO BE FINISHED W/CLEARCOAT AFTER INSTAL OR GIBRALTER BUILDING PRODUCTS 5V CRIMP GALVANIZED 29 GAUGE ROOF PANEL 13340 AT HOME DEPOT - TO BE FINISHED W/CLEARCOAT AFTER INSTALL W-5 I EXISTING - CLEAN AND REPAIR, IF IN POOR CONDITION, REPLACE WITH W-2 BASE TAG PRODUCT EB-1 EXIST BASE TO REMAIN, PATCH & REPAIR TO MATCH EXIST IF IN POOR CONDITION, REPLACE WITH W-2 B-1 6" TALL WALL BASE - ROPPE CHARCOAL #123 B-2 QUARRY 11LE COVE. BASE - DAL TILE - ARID GRAY 0042, KERAPDXY GROUT IN CHARCOAL OR APPROVED EQUAL NOTES: 1. FLOOR MATERIAL SHALL HAVE 1 /2" MAX. 2. ENTRY MATS SHALL BE RECESS MOUNTED & ANCHORED. TO BE FLUSH W/ ADJACENT FIN. FLOOR WALL BLOCKING: GENERAL CONTRACTOR TO PROVIDE A MIN. OF 5/8" T&G CDX PLYWD. SHEATHING LET -INTO STUD FACE, BLOCKING FOR SHELV'G AS PER PLAN SHELF LOCATIONS OR OWNER DIRECTIONS, VERIFY INSTALLATION LOCATIONS PRIOR TO GYPBRD. INSTALLATION. J" GYP BOARD PAINTED PER INTERIOR ELEVATIONS 3CM QUARTZ ON �' PLYWOOD - PAINT EXPOSED EDGE AND BOTTOM P-5 HIGH GLOSS PAINT 1 X 4 WOOD TRIM PAINTED P-2 METAL WAINSCOT FRP ON WALLS - MARLITE GRAY PER DESIGN GUIDE 1 X 4 WOOD TRIM PAINTED P-2 ROPPE RUBBER BASE SECTION THRU 1 WAINSCOT SAMUEL OLMEDO ARCHITECT FL. REG. AR0015027 TEL. 407. 967. 3109 soarcht @ yahoo.com P.O. BOX 784825 WINTER GARDEN, FL. 34778 PERMIT SET REVISIONS: NO DATE DESCRIPTION 3-25-12 JII CORP ALL REPORTS, PLANS, SPECIFICATIONS, COMPUTER FILES, FIELD DATA, NOTES INSTRUMENTS PREPARED BY THE AND OTHER DOCUMENTS AND RELATED INSTRUMENTS PREPARED BY THE ARCHITECT OR CONSULTANTS AS INTRUMENTS OF SERVICE SHALL REMAIN THE PROPERTY OF THE ARCHITECT OR CONSULTANT. THE ARCHITECT AND OR THE CONSULTANT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT THERETO. RESTAURANT INTERIOR BUILD -OUT FOR: JEREMIAH'S ITALIAN ICE 7936 GALL BLVD ZEPHYRHILLS, FL 33541 SHEET INTERIOR WALL FINISHES & FLOOR FINISH PLAN A06 mO rlj 0 Ln 0 0 0 Q l7 w J LL, F- u Q 0 0 W 0 W a N 1 /4"" = 1 "-0" N.T.S. FINISH WALL POST -FORMED PLASTIC LAMINATE ON COUNTERTOP & SPLASH 2x8 BLOCKING BETWEEN STUDS 3/8" DIA. LAG BOLT- ®� 12" 0. C. 3/4" PLYWOOD PANEL BRACE ® EACH END 3/4" PLYWOOD PANEL COVER SCREWED TO SIDE BRACES ADA TILT MIRROR BOTT. OF MIRROR 1'-10" J ® 12" 8" a I k45 i i O � 4" M I) I I 6" VARIQ3 N N N io MAX. v) FLR. FIN. HANDICAP LAV. NO SCALE IP-1 GRAB RAIL PROVIDE FLUSH CONTROL TO WIDE SIDE OF TOILET FIXTURE. Q a i 0) rn I FRP WALLS - GUEST FACING PRODUCT] SYMMTREX - SYM C100 - HORIZONTAL NSTALL ' SOAP DISPENSOR l'-6" 1'-6" N CLEAR. CLEAR. 6-1 ELEVATION — A PAPER 1 DISPENS, LAVATORY LAVATOR co I iU.) z i co M po M INSULATE PIPES WITH HEAT GUARD OR SKIRT SHIELD WITH HEAT GUARD wuv ..VRG avv� OR SKIRT SHIELD ELEVATION — B SURFACES TAG MANUFACTURER PRODUCT COLOR P-1 BENJAMIN MOORE #: 2025-20 YEW GREEN, SEMI GLOSS P-2 BENJAMIN MOORE #: 2012-20 FLAME, SCUFF-N-SEMI GLOSS P-3 BENJAMIN MOORE #: 2121-50 ICED CUBED, SCUFF-N-SEMI GLOSS P-4 BENJAMIN MOORE #: 656 MIAMI TEAL, SEMI GLOSS P-5 BENJAMIN MOORE 2132-10 FLAT/MATTE FOR EXPOSED CEILINGS AND UPPER SECTIONS OF WALLS P-6 SHERWIN WILLIAMS SW7006 EXTRA WHITE FOR GYP CEILINGS SF1 WILSON ART 04041 QUARTZ - ENCHANTED ROCK MAIN COLOR - P-3 TRIM AND DOOR COLOR - P-2 ACCENT COLOR - P-1 AND P-4 P- RL VATORY co 'n I �o l INSULATE PIPES WITH HEAT GUARD OR SKIRT SHIELD �i BABY CHANGING STATION F------ -----j ELEVATION — c q EXISTING MEWS TOILET — ENLARGED PLAN VIEW FRP WALLS - GUEST FACING PRODUCTION SYMMTREX - SYM C100 - HORIZONTAL INSjTALL SOAP DISPENSOR ELE GRAB B I TOILET DISPEN; --GRAB RAIL i PROVIDE FLUSH CONTROL TO WIDE SIDE OF TOILET FIXTURE. I d a L I � _ =I 1'-6" 1'-6" CLEAR. CLEAR. NATION — A TOILET SEAT PAPER COVER DISPENSOR ELEVATION - B TOILET SI PAPER C DISPENSC WALL MOUNT —\ TOILET GRAB BAR PAPER ROLL DISPENSOR 0 0 TOILET SEAT - °D PAPER COVER DISPENSOR 0 0 a 0 m C9 LINE OF W ' JULIU UUKt WUUU ELEVATION - c 7'-5" GYPBOARD TO GYPBOARD II SOAP �I DISPENSOR A.D.A TILT �I MIRROR RAPER TOWEL II DISPENSOR MEN 32" I A I I C 60" GRAB BAR PAPER TOWEL DISPENSOR ELEVATION — D 7'-2" GYPBOARD TO GYPBOARD TO LET 15SPENSOR I A.D.A TILT I I MIRROR I I PAPER T I DISPENSOR I I I MEN , " I I 5 —0 A I I I I L I ---- 32"1 -� \\ D a B i r-- I � 60 BABY CHANGING STATION WITH HEAT GUARD OR SKIRT SHIELD ELEVATION — D WALL MOUNT :T GRAB BAR PAPER ROLL DISPENSOR TOILET SEAT PAPER COVER DISPENSOR R TOWEL :NSOR TORY SAMUEL OLMEDO ARCH I T E C T FL. REG. AR0015027 TEL. 407. 967. 3109 soarcht @ yahoo.com P.O. BOX 784825 WINTER GARDEN, FL. 34778 0 0 Nzr,4*. a PERMIT SET REVISIONS: NO DATE DESCRIPTION 3-25-12 JII CORP INSTRUMENTS OF SERVICE OWNERSHIP ALL REPORTS, PLANS, SPECIFICATIONS, COMPUTER FILES, FIELD DATA, NOTES INSTRUMENTS PREPARED BY THE AND OTHER DOCUMENTS AND RELATED INSTRUMENTS PREPARED BY THE ARCHITECT OR CONSULTANTS AS INTRUMENTS OF SERVICE SHALL REMAIN THE PROPERTY OF THE ARCHITECT OR CONSULTANT. THE ARCHITECT AND OR THE CONSULTANT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT THERETO. RESTAURANT INTERIOR BUILD —OUT FOR: JEREMIAH'S TALIAN ICE 7936 GALL BLVD ZEPHYRHILLS, FL 33541 SHEET EXISTING TOILET ROOM FINISH ALTERATION A07 00 0 J u., M 2 a Ln B WOMEN'S TOILET — ENLARGED PLAN VIEW E 1- ., ,.,,., - .. T CORNOR'S PAINT P-2 C NTERIOR ELEVATION GREEN STRIPE WITHIN THE MAR MARLITE SYMMTREX FAUX TI SERVICE COUNTER INT. ELEV. (EMPLOYEE SIDE) SCALE: yr = ,.-o. SCALE: 1 /2" = 1'—O" R c c r, -2 KITCHEN END WALL INT. ELEV. 1/2 of = it —off INSTALL DIRECTLY P TRIM BAND AS NEEDED FINISH SAMUEL OLMEDO ARCHITECT FL. REG. AR0015027 TEL. 407. 967. 3109 soarcht @ yahoo.com P.O. BOX 784825 WINTER GARDEN, FL. 34778 � Q W J LL v PERMIT SET REVISIONS: NO DATE DESCRIPTION 3-25-12 JII CORP ALL REPORTS, PLANS, SPECIFICATIONS, COMPUTER FILES, FIELD DATA, NOTES INSTRUMENTS PREPARED BY THE AND OTHER DOCUMENTS AND RELATED INSTRUMENTS PREPARED BY THE ARCHITECT OR CONSULTANTS AS INTRUMENTS OF SERVICE SHALL REMAIN THE PROPERTY OF THE ARCHITECT OR CONSULTANT. THE ARCHITECT AND OR THE CONSULTANT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT THERETO. RESTAURANT INTERIOR BUILD —OUT FOR: JEREMIAH'S TALIAN ICE 7936 GALL BLVD ZEPHYRHILLS, FL 33541 SHEET EXISTING INTERIOR ELEVATIONS A08 00 W 2 J O J W c� L Q N GYP BOARD PAINTED P-3 IN SAMUEL OLMEDO ARCHITECT FL. REG. AR0015027 0 STOREFRONT GLASS • I to F r_ ABOVE 14' (VIF) PAINT WALL BLACK TO MATCH CEILING P-2 DINING INTERIOR WALL ELEVATION scnLe: ,fir. _ ,•—o.• M. CUSTOM RESTROOM DECAL DESIGNATED BY JEREMIAH'S 0 P-21 R SERVICE CO (1) QUAD & (1) DATA OUTLET ® 6' PREP AREA 1 /4" = 1'-0" ROOF DECK. W-4 ABOVE 14' (VIF) J PAINT WALL BLACK TO MATCH CEILING P-2 ART AS DESIGNATED BY JEREMIAH'S 1 1 I* ART AS DESIGNATED BY JEREMIAH'S 3 1 X4 WD TRIM PAINT P-2 B-1 J 1 X4 WD TRIM PAINT P-2 SCALE: 1 /2" = 1'=0" 55" TV SCREEN FOR DIGITAL MENU BOARDS MOUNTED WITH TILTING WALL MOUNT POWER AND DATA OUTLET ® 8'-6" 4'-0" r------------ ----------- - ---- ------- ------- I I I I I I I 1 ------ P-1 m m I 1 1 1 1 1 1 1 6 - --- ----------------1'-------------------- 4'-0" --------------- [ ---------- 1 I 1 1 I 1 I I I 1 I m 1 1 1 I I 1 I I 1 1 1 6" AFF & 8'--61 AFF A.C.T. N8J8 PLYWOOD BLOCKING PLYWOOD BLOCKING ---------- ----BEHIND SHELVING-- �- BEHIND SHELVING I PLYWOOD BLOCKING I I -_-* ,..-METRO RACK -DRYING: SYSTEM BEHIND SHELVING �'cOMP SINK SPAYEf , DRYING WALL SHELF W/ BRAKETS � I 1 I I 1 I I 1 I I 1 I I 1 ------- ----------------- 1 I I I 1 I I 1 --------------------- -------------------------- I L------------------------- J I I i 1 3 COMP SINK I I L------------- --- -----J t0 1 I N I LAMINATE COUNTER FOR DESK. FINISH ALL EXPOSED EDGES. WATER FILTER DIPPING WELL( 36" MASHING TABLE---/ ABOVE 14' (VIF) —1 PAINT WALL BLACK TO MATCH CEILING P-2 CLOSURE TRIM AS NEEDED FOR TRANSITION FROM MARLITE TO ADJACENT PAINTED WALL W-4 B-1 r COUNTER- INSTALL DIRECTLY BELOW TOP TRIM BAND BRACKETS AS NEEDED BENEATH FINISH TEL. 407. 967. 3109 soarcht @ yahoo.com P.O. BOX 784825 WINTER GARDEN, FL. 34778 PERMIT SET REVISIONS: NO DATE DESCRIPTION 3-25-12 JII CORP TRUMENTS 0 ALL REPORTS, PLANS, SPECIFICATIONS, COMPUTER FILES, FIELD DATA, NOTES INSTRUMENTS PREPARED BY THE AND OTHER DOCUMENTS AND RELATED INSTRUMENTS PREPARED BY THE ARCHITECT OR CONSULTANTS AS INTRUMENTS OF SERVICE SHALL REMAIN THE PROPERTY OF THE ARCHITECT OR CONSULTANT. THE ARCHITECT AND OR THE CONSULTANT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT THERETO. RESTAURANT INTERIOR BUILD —OUT FOR: JEREMIAH'S TALIAN ICE 7936 GALL BLVD ZEPHYRHILLS, FL 33541 SHEET EXISTING INTERIOR ELEVATIONS A09 0 r5 J 0 J W cD G N POWER AND DATA AT DESK TO BE: 24", 78" AND 102" POWER PLAN 1/4 to = 1'—O" GFCI NOTE: ALL 15 AMP AND 20 AMP 125 VOLT RECEPTACLES REQUIRE GFCI PROTECTION IN KITCHEN AREAS. A.F.F. FcM2191I A.F.F. A.F.F. NOTE: ALL ELECTRICAL OUTLETS PENETRATING FIRE RATED WALL SHALL MEET PROTECTION. VERIFY EXISTING OUTLETS ON OTHERSIDE OF DEMISING WALL NOTE: ALL EXISTING ELECTRICAL CIRCUITS ARE TO BE FIELD VERIFIED. EQUIPMENT POWER REQUIREMENT NOTE: REFER TO EQUIPMENT SCHEDULE SHEET POWER PANELS ARE 3 PHASE. NU I ES: `` 1. PROTECT OUTLET BOXES WITH FIRE RATED CAULK OR PUTTY PADS. ELECTRICAL DETAIL 1 HOUR FIRE RATED WALLS DEVICE'S BOX INSTALLATION NOT TO SCALE ELECTRICAL LEGEND NEW WALL OUTLET WALL OUTLET 18 ABOVE FIN. FLR. &42" 42" A.F.F. WALL RECP1 HEIGHT AFF VARIFY — SEE PLANS &CLG CEILING MNT DUPLEX @GFI GRND FAULT INTERUPT @220V 18" A.F.F. 220V RECPT EQUIPT. VARIES — SEE PLANS FOUR PLEX WALL OUTLET @FL FLOOR RECPT ® DIRECT CONNECTION J JUNCTION DISCONNECT O ELECTRICAL PANEL SAMUEL OLMEDO ARCH I T E C T FL. REG. AR0015027 TEL. 407. 967. 3109 soarcht @ yahoo.com P.O. BOX 784825 WINTER GARDEN, FL. 34778 E:�r .f PERMIT SET REVISIONS: NO DATE DESCRIPTION 3-25-12 JII CORP p.`&T: , A • • l NmIzRilmill ALL REPORTS, PLANS, SPECIFICATIONS, COMPUTER FILES, FIELD DATA, NOTES INSTRUMENTS PREPARED BY THE AND OTHER DOCUMENTS AND RELATED INSTRUMENTS PREPARED BY THE ARCHITECT OR CONSULTANTS AS INTRUMENTS OF SERVICE SHALL REMAIN THE PROPERTY OF THE ARCHITECT OR CONSULTANT. THE ARCHITECT AND OR THE CONSULTANT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT THERETO. RESTAURANT INTERIOR BUILD —OUT FOR: JEREMIAH'S TALIAN ICE 7936 GALL BLVD ZEPHYRHILLS, FL 33541 SHEET POWER PLAN El I w Q 0 0 W 0 J W c� G Q N NOTES: PROJECT LIGHTING NOTES: SURFACE MOUNTED 208Y/12OV, 30, 4W SIEMANS TYPE "EQ" 10,000 A.I.C. (INTEGRATED LOAD V.A. EXISTING PANEL A 200A MLO COMMENTS 1. EMERGENCY/EXIT LIGHTS SHALL BE CONNECTED TO LOCAL AREA LIGHTING CICUIT AHEAD OF ANY SWITCHING DEVICES PER NEC 701.11 (F). EMERGENCY LIGHTING SHALL PROVIDE A MINIMUM OF 1 FOOT CANDLE OF ILLUMINATION FOR ALL EGRESS WALKWAYS. ADDITION FIXTURES MAY BE REQUIRED. 2. ALL 15 AMP AND 20 AMP 125 VOLT RECEPTACLES REQUIRE GFCI PROTECTION IN KITCHEN AREAS. 3. ALL EQUIPMENT REQUIREMENTS MUST BE VARIFIED WITH ACTUAL EQUIPMENT DELIVERED TO SITE. ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR ADJUSTING ELECTRICAL REQUIREMENTS AS NEEDED. 4. ELECTRICAL CONTRACTOR TO FOLD VARIFY AND TRACE EACH CICUIT FOR CORRECT BREAKER LOAD AND SIZE. REFER TO SPECIFIC EQUIPMENT LABEL OR CUT SHEET AS REQUIRED TO MEET N.E.C. 5. PROVIDE 1" C WITH BELDEN SHEILD #8132 FROM P.O.S. TO EXISTING TELEPHONE EQUIPMENT BOARD AT REAR OF STORE. REGISTER TO HAVE (2) RJ-11 JACKS. 6. ALL CONDUITS SHALL BE 1" UNLESS NOTED OTHERWISE. 7. ALL EQUIPMENT CUT -SHEET DESIGNATING ELECTRICAL POWER AND BREAKER REQUIREMENTS SHALL BE VERIFIED WITH THE PANEL SCHEDULE PRIOR TO WORK. ANY DISCREPENCIES SHALL BE BROUGHT TO ATTENTION OF THE DESIGN PROFESSIONAL. SPECIFICATIONS CONSTRUCTION OF ANY OF THE ELECTRICAL WORK SPECIFIED HEREIN SHALL CONFORM TO THE REQUIREMENTS OF THE APPLICABLE SECTIONS OF THE NATIONAL ELECTRICAL CODE (NEC) 2014 OR LATEST EDITIONS. RACEWAYS: EMT WITH SETSCREW FITTING, MC CABLE, FLEXIBLE METALLIC CONDUIT WITH SQUEEZE TYPE CONNECTORS. CONDUITS RUN EXPOSED AND VULNERABLE TO MECHANICAL INJURY SHALL BE RIGID, HEAVY --WALL, GALVANIZED STEEL OR ALUMINUM. ALUMINUM CONDUITS MAY NOT BE USED BELOW GRADE OR EMBEDDED IN CONCRETE. CONDUITS RUN EXPOSED OUTSIDE OR IN FLOOR SLABS SHALL BE RIGID, HEAVY --WALL, GALVANIZED OR SHERARDIZED STEEL. CONDUITS RUN BELOW GRADE, EXTERIOR TO THE BUILDING SHALL BE SCHEDULE 40 HEAVY --WALL, HIGH IMPACT POLYVINYL CHLORIDE ELECTRICAL CONDUIT. BOXES: OUTLET BOXES AND COVERS SHALL BE GALVANIZED OR SHRARRDIZED, ONE-PIECE PRESSED STEEL, KNOCKOUT TYPE, AND OF AN APPROVED MAKE. OUTLET BOXES SHALL BE EQUIPPED WITH PLASTER RING, EXTENSION RINGS OR FIXTURE STUDS AS MAY BE REQUIRED. DO NOT INSTALL BOXES BACK TO BACK. BOXES EXPOSED TO RAIN OR OTHER MOISTURE SHALL BE CROUSE--HINDS TYPE ES, FD CONDULET BOXES WITH APPROPRIATE COVERS AND GASKETS. DEVICES: 1- RECEPTACLES:DUPLEX 20 AMP CONVENIENCE RECEPTACLES (COLOR AS SELECTED BY ARCHITECT,) 120-VOLT GROUNDING TYPE, SHALL HAVE TWO CURRENT -CARRYING CONTACTS AND ONE GROUNDING CONTACT WHICH IS INTENTIONALLY CONNECTED TO THE FRAME. (ONLY P&S, HUBBELL OR LEVITON ARE APPROVED). GROUND FAULT RECEPTACLE SHALL BE DUPLEX TYPE. WEATHERPROOF DEVICES: ALL RECEPTACLES, SWITCHES AND JUNCTION BOXES ON NE EXTERIOR OF THE BUILDING, ON THE ROOF, OR IN LANDSCAPED AREAS SHALL HAVE A WEATHERPROOF LIFT COVER PLATE. 2- SWITCHES : PROVIDE COMMERCIAL GRADE FLUSH MOUNTING QUIET -OPERATING AC TYPE WITH TOGGLE OPERATOR HEAT-RESISTNCE PLASTIC HOUSING AND SELF GROUNDING METAL STRAP. SILVER OR SILVER ALLOY CONTACT. DESIGN FOR SIDE OR BACK WIRING WITH UP TO NUMBER 10 WIRE, VERIFIED BY UL TO MEET OR EXCEED FEDERAL SPECIFICATION WS-896E USE SINGLE -POLE DOUBLE -POLE 3-WAY 4-WAY LIGHTED, P1LOT OR KEYED TYPE, AS INDICATED ON DRAWINGS OR REQUIRED. CONDUCTORS: FURNISH & INSTALL CONDUCTORS OF THE SIZE AND TYPE SHOWN ON THIS DRAWING. ALL CONDUCTORS SHALL BE COPPER, TYPE THHN/THWN AND RATED AT 600 VOLTS. ALL SIZES ARE THE MINIMUM ACCEPTABLE TO SATISFY AMPACITY REQUIREMENT. CONSIDERATION SHALL BE GIVEN TO VOLTAGE DROP AND INSULATION SCCR WHERE NECESSARY. 20A CIRCUITS GREATER THEN 75 FT IN LENGTH SHALL BE #10 AWG MINIMUM 20A CIRCUITS GREATER THAN 130 FT IN LENGTH SHALL BE #8 AWG MINIMUM, CHANGE TO #12 AT JBOX AHEAD OF FIRST RECEPTACLE. GROUNDING: 1. ALL GROUND WIRES AND BONDING JUMPERS SHALL BE COPPER INSTALLED IN CONDUIT. ALL GROUND WIRES SHALL BE WITHOUT JOINTS AND SPLICES OVER ITS EN11RE LENGTH. 2. THE SYSTEM NEUTRAL SHALL BE GROUNDED AT THE SERVICE ENTRANCE ONLY, AND KEPT ISOLATED FOR GROUNDING SYSTEM THROUGHOUT THE BUILDING. 3. EACH SYSTEM OF CONTINUOUS METALLIC PIPING AND DUCTWORK SHALL BE GROUNDED IN ACCORDANCE WITH THE REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE. 4. MECHANICAL EQUIPMENT SHALL BE BONDED TO THE BUILDING EQUIPMENT GROUNDING SYSTEM. THIS SHALL INCLUDE BUT IS NOT LIMITED TO FANS, PUMPS CHILLERS ETC. EMERGENCY CIRCUITS: CONNECT ALL EMERGENCY LIGHTING (EXIT LIGHTS) ON THE SAME CIRCUIT AS THE NORMAL LIGHTING IN THE AREA AHEAD OF ANY SWITCHES AND/OR COMPLY WITH NEC 700-12(e). RESPONSIBILITIES: CONTRACTOR IS RESPONSIBLE TO IDENTIFY ALL UNDERGROUND UTILITIES PRIOR TO START OF EXCAVATION. THE DRAWING SHALL ONLY BE USED AS A GUIDE, BASED ON EXISTING INFORMATION THAT WAS AVAILABLE. THE CONTRACTOR IS RESPONSIBLE TO FIELD VERIFY ALL EXISTING CONDITdpIIONS AND TO COMMUNICATE WITH THE ARCHITEC/OWNER ANY CONTRADICTIONS WITH THE DESIGN INTENTION. THE CONTRACTOR IS RESPONSIBLE TO VERIFY THE FIXTURE CATALOG NUMBERS TO ENSURE COMPLIANCE WITH THE OTHER FACILITIES. IF THERE IS ANY DISCREPANCY, OR THE EXISTING MATERIAL IS NO LONGER AVAILABLE, THEN CONTRACTOR SHALL SPECIFY THAT IN HIS BID AND SUBMIT AN EQUIVALENT SUBSTITUTE FOR APPROVAL BY THE OWNER. VOLTAGE DROP -THE CONTRACTOR IS RESPONSIBLE TO SIZE ALL WIRES TO MEET NEC FOR VOLTAGE DROP. THE FOLLOWING RULE OF THUMB CAN BE USE FOR 20A-120V CIRCUITS: #12 MAX LENGTH 60FT, #10 MAX LENGTH 95FT, #8 MAX LENGTH 155FT. 1. VERIFY NAMEPLATE RATINGS, LOCATIONS, AND POINT OF POWER CONNECTIONS PRIOR TO START OF PROJECT. 2. DO NOT LOCATE DISCONNECT SWITCHES OVER UNIT ACCESS PANELS. 3. PROVIDE A 3/4" EMPTY CONDUIT THROUGH INACCESSIBLE LOCATIONS (I.E. WALLS, UNDER SLAB) FOR CONTROL WIRING. COORDINATE WITH MECHANICAL PLANS. 4. ELECTRICAL DISCONNECT SWITCHES, CONDUIT AND WIRE SHOWN ARE SIZED, AS PER THE MANUFACTURER AND MODEL NUMBER LISTED ON MECHANICAL PLANS. IF THERE IS AN EQUAL MANUFACTURER, OR OTHER MANUFACTURER PROVIDED, THE MECHANICAL/ GENERAL CONTRACTOR SHALL BEAR ANY ADDITIONAL COST INCURRED IF THE ELECTRICAL IS NOT EQUAL TO SPECIFICATIONS. 5. ELECTRICAL CONTRACTOR SHALL INSTALL ALL STARTERS FURNISHED BY MECHANICAL CONTRACTOR AND SHALL MAKE ALL REQUIRED CONNECTIONS UNLESS STARTERS ARE SPECIFICALLY NOTED ON MECHANICAL PLANS TO BE FACTORY INSTALLED (SEE NOTE 4). MECH. EQUIP. POWER WIRING DETAILS N.T.S. 1. ALL EMERGENCY LIGHTS MUST HAVE CONSTANT POWER FROM THE BREAKER. 2. ALL EMERGENCY LIGHTS MUST BE CONNECTED TO THE LOCAL LIGHTING CIRCUIT IN CASE OF POWER FAILURE EVENT IN THE SAME AREA. 3. ALL EMERGENCY LIGHTS UNITS MUST BE ORIENTED TOWARD THE EGRESS PATH INDICATED ON LIFE AND SAFETY PLAN. EM - DENOTES EMERGENCY POWER UNIT PROVIDED WITHIN THE SAME LUMINARE. NL - DENOTES 24 HOURS LIGHT ;IR # TRIP POLES WIRE WIRE COND LOAD Ali BO CoCIR # TRIP 1POLES WIRE WIRE COND LOAD 1 --- -- ---- --- --- --- SPARE --- ------------------------ 4800/0 ------- --- --- ------- 2 --- 3 --- -- --- SPARE ------------------ 4800/0 ------- 60 3 3#6 1#10 3/4" EXISTING RTU#1 ---- --- ---- - -- _4 6 _ _ j_ 20 _ 1 - _ __ 2#12 _ 1#Tf _ 172-" __ __SP_A_R_E -NEW POS ----- 58CQ 300 _--- - -- =480010-- S =_ -- ___ 100 ____ 3 ___ 4/3 ___ 1#8 ___ 1/2" ------------------------- - 4 EXIST. PANEL B 1 - 3 Thhn COPPEI - 8 Thhn COPPEI g ---- 20-1- ----- 1 2#12 --- 1#12 --- 1/2" --- NEW POS ------- 5800/300 10 --- --- --- ---- --- --- -------------------- 1� -------- 11 20 1 2#12 1 #12 1 /2" NEW POS 0 300 12 SPARE --------------------------- ---- 13 -- 20 --- ---- 2#12 --- 1#12 --- 1/2" --------------------------- NEW DIGITEL MENU BOARDS ------ 0/900-_ ------- ------_ ------- ------- --- 14 --- --- --- ---- ---- --- --- --- - --- SPARE -------------- ------------ ------------ ---- 15 20 -1 - 1 2#12 1 #12 1/2" --------------------------- NEW DIPPING CABINET #1 0/900 0/900 0/900 16 --- 17 -- 20 --- 1 ---- 2#12 --- 1#12 --- 1/2" ------------------_--_-__-- NEW DIPPING CABINET #2 ------ 0/900 - _ 0/900 - -- --- 18 --- ---- --- --- --_SPARE - ------------------ SPARE --------------------------- ------------ ---- 19 --- -- 20 --- _ 1 _ ---- 2j12 - --- 1 #12 --- --- �2_' --------------------------- NEW DIPPING CABINET #3 -----PING CA---------------- ------ 0/900 ------ ------ ---1g00 - 0/900 - ------ - 0/900_-- --- 20 --- --- --- ---- ---- --- --- --- --- --- SPARE --------------------------- ------------ ------------ 2120 2#12 1#12 1/2_ EXISTING RTU#1- ROOF W.P OUTLET 0/0 0/0 _----0/300-_- --300/0- 22 - --- ---- --- --- --- -__SPARE--------------------------------- 23 _1 - SPARE ------------- - -_-_ 24 SPARE ---- 25 ---- -- 20 --- _ 1 _ ---- 212 - --- 1#12 - --- �2" --------------------- ------------ NEW OUTLET BELOW AND ABOVE DESK __ ------------------------- BOOBOO ----- 600/0 -------- 600/0 -- --- 26 --- --- 20 --- ---- - 1-- --- 2#12 --- 1#12 -- 1/2„ --------------------------- NEW SINGLE DOOR FREEZER TURBO_ ---- ------------ ------------ 27 _ __ - - -- ----------- SPARE ----- 1400/0 _______ _2g_ 30 2 2#10 #10 1/2" EXISTING 29 20 -- _ 1 _ ---- _212 --- 112 --- 1/2" --- _N_E_W_3_D_0_OR_R_EF._T_U_R_BO__AIR________ -----SPARE ___________-_-__ SPARE _ _ 1_80 / - 1800/0 ____ ___ 18_0_0/0_- 1800/0 1_400 _6_72__ _1_800_/_0_-_ 1800/0 3_0__ 3_2 34 _ _ _20_ 20 --- ____ 2_- 2 _ 2#1_2 2#12 --- __ 1#12_ 1#12 --- ___ 1_/2" 1j' --- ELECTRIC WATER HEATER _ _ _ NEW TTT SOFT SERVE L JUNCTION BOX #1 NEW TTT SOFT SERVE R JUNCTION BOX #1 --------------------------- ___________ SEE SECTION 8 01 BRAND GUIDE ----------- 31 33 ---- 35 -- - ---- - --- - - --- - --- --------------------------- SPARE- - SPARE ------- - -- 1800/0 ------- - -- - 1800/0-_ ------- 0 1400 --- - 1800/0 --- 36 - 38 20 --- 20- ---- 1 ---- 1-_ 2#12 --- 2#12 1#12 --- 1#12 1/2" --- 1/2" EXISTING EXTERIOR SIGN - NEW TTT SOFT SERVE L JUNCTION BOX #2 - SEE SECTION 8 OF 3_7 ____ ___ - - ___ -- ___ -- ____ ------------------- SPARE --------------- ----------- __ 1800/0 ------ 18_0 - _0/0 _- 1800/0 ---- _ 40 --- 20 ---- - _ 1 - 2#12_ --_1 1#12 - 1/_2" - NEW TTT SOFT SERVE R JUNCTION BOX #2 ------------------------ RAND GUIDE ------------ 41 SPARE 0/0 42 SPARE VA _ 22,600 VA 23,100 VA 19,972 VA 120A -AMPS 188.33 A 1192.50 A 1 166.43 A r-"'"r-` "GalVINM AI EXISTING PANEL B SURFACE MOUNTED SIEMANS TYPE "EQ" 208Y/12OV,10,3W 10,000 A.I.C. (INTEGRATED 100A M LO COMMENTS GND LOAD V.A. GND AO BO COCIR CIR # TRIP POLES WIRE WIRE COND LOAD # TRIP POLES WIRE WIRE COND LOAD 1 1 20 212 1#12 �2" LIGHTS 307/0 2-_ 20 1-_ 212 1�I12 f2" ___ EXIST._LIGHTS_______________ 3__ -- 20 _1 _ 1 - 2#12 - 1#12 1/2_ _---EXIST. ______________ EXIST_ RECEPT----------------- - 340/0 -------- -0/300__ 01180C 4 - 20 _ 1__ 2 12 1 12 1f2" EXIST._ LIGHTS_____________ ----------- 5 20 --- 1 ---- 2-#12 --- 1 #12 - �2" EXIST. RECEPT 336/0 --------- _ 0/1200 6 _ 20 _ 1 2 12 1 12 1 2" f ___ EXIST. LIGHTS ___________ --- -- --- - 1__ _2#2 --- 1#12 -- L/2" ------------------------- LIGHTS -------------- 303/0 _ --_--_- _01600 -- 8 - 20 - ---------------------------- - 1-- 212 - 1-#12 - f2" EXIST._RECEPT ----------- g 20 1 2#12 1#12 1/2" ____EXIST_ RECEPT______________ 1800/0- 0/1200 10 20 1__ 212 112 �2_ NEW BATCH MACHINE #1 11 20 1 �2 1.#12 f2" __--EXIST_ ____EXIST_ LIGHTS ______________ 1800/0 _-_--_-_ __----- -0/672-__ _ 12 _ 20 _ _ 1-_ 212 112 �2" IV�W BA�OH MAOHINE #2---------- ----------- _ 13 20 1 12 1 12_ JL 1 2" 1_- EXIST. RECEPT 0/0____ 14 SPARE 15 - - -- _ -- ---- _2 - --- --- -------- _ --------------------- SPARE ------------------ 2100/0 --2100/0 _ ___0_/_3_00 ------ ------- -- _ 0/0 -- _ 16 - --- 30 _ _ -- 2 -- _ 2#10 -- _ #10 --- 1/2" _ -------------------------- ABC SPLIT _ ---------- 17 SPARE p/0---- �8 --- 19 -- --- ---- --- --- --------------------------- SPARE -- /0 0/0 ------- ------ 0/0 20 ----- SPARE ----------- --- 21 -- --- ---- --- --- --------------------------- SPARE ------ 0/0 ---------------- 0/0 --- 22 --- ---- --- --- --- --------------------------- SPARE ----------- --- 23 -- --- ---- --- --- --------------------------- SPARE ------ 0/0 ---------------- 0/0 24 --- ---- --- --- --- --------------------------- SPARE _ _ _ _ _ _ _ --- 25 -- --- ---- --- --- --------------------------- SPARE ------------- 0/0 ----------------------------------------------------------------- 0/0 26 SPARE ----------- --- 27 -- --- ---- --- --- --------------------------- SPARE - ----- 0/0 - 0/0 -- 28 -- ---- --- --- --- ----------------- SPARE ----------- --- 29 -- -- --- --- ---- ---- --- --- --- --- --------------------------- SPARE --------------------------- SPARE ------ 0/0 - ----- 0/0 ------- -------- ------- 0/0 ------- 0/0 --- 30 --- 32 --- --- ---- ---- --- --- --- --- --------------------------- SPARE ------------- SPARE ----------- ----------- 31 --- 33 -- --- ---- --- --- --------------------------- SPARE ------ 0/0 ------- -------- 0/0 --- 34 --- ---- --- --- --- --------------------------- SPARE ----------- --- 35 -- -- --- --- ---- ---- --- --- --- ------------------------ --------------------------- SPARE SPARE SPARE ------ 0/0 - p/p - ---------------- ------- 0/0 - 070 -- --- 36 38 - --- --- ---- ---- --- --- --- --- --- - --------------------------- SPARE ------------ SPARE ----------- ----------- 37 --- 39 -- --- ---- --- --- --------------------------- SPARE ------ 0 0 -�--- / --- 40 _ ------------------------ SPARE ----------- --- 41 -- --- ---- --- --- -------------------- ------- SPARE -- --- 0/0 -------- ------- 0/0 --- 42 --- ---- --- --- --- --------_______________ SPARE ___________ VA = AMPS 120A LOAD CALCULATIONS PANEL A DESCRIPTION CONNECTED LOAD DEMAND FACTOR DEMAND LOAD GENERAL LIGHTING 0.00 KVA 1.25 0.00 KVA R------P----C----------------- --K--V--A----------- --- ----1.0------- ----------- A/C -0--.--00-- 17.95 KVA ------ 1_00 1795 ---- KVA ------- - --- KITCHEN ------------ 14.10 KVA _ 0--------------------- 9.16 KVA ____EQ_U_IM-T__- MISCELLANOUS ----------_ 0.00 KVA 1.00 0.00 KVA TOTAL KVA KVA 32_05 KVA -------------- TOTAL AMPS -32.05 -------- 124.58 KVA --------------- 110.85 --- KVA PANEL A CONNECTED LOAD 32.05 KVA X 1000 = 154.08 VA / 1.73 = 89.06 A 208V. DEMAND LOAD 32.05 KVA X 1000 = 154.08 VA / 1.73 = 89.06 A 208V EQUIPMENT POWER REQUIREMENT NOTE: REFER TO EQUIPMENT SCHEDULE SHEET POWER PANELS ARE 3 PHASE. LOAD CALCULATIONS PANEL A DESCRIPTION CONNECTED LOAD DEMAND FACTOR DEMAND LOAD GENERAL LIGHTING 2.50 KVA 1.25 3.12 KVA -------------- RECEPTICLES -------------- 2.78 KVA -------------------------- 1_00--_------- 2_78 KVA -------------- A/C ------------- 420KVA 100 4.20 --- KVA ..................................................... KITCHEN EQUIPMENT 3.60 KVA 0_65 2.34 KVA-_-- -------------- MISCELLANOUS ------------- 0.00 KVA --- 1.00 0.00 KVA TOTAL-KVA 12.44-KVA ------- TOTAL AMPS -13.08 _K_V_A 36.34 KVA ------------ --- 34.57 --- KVA PANEL A CONNECTED LOAD 13.08 KVA X 1000 = 62.88 VA / 1.73 = 36.34 A 208V. DEMAND LOAD 12.44 KVA X 1000 = 59.80 VA / 1.73 = 34.57 A 208V JEREMIAH'S ITALIAN ICE EXISTING PANEL "A"- 200 AMP, 30 42 CKT 30, 4W EXISTING SUB -PANEL "B"- 100 AMP, 30 12020 KW �, 4 THHN COPPER, 1/#8 THHN COPPER IN 1-1/4" C. 2 1/2" CONDUIT LINE OF TENANT SPACE EXTERIOR REAR WALL MIMIDIC MLO I I200A I I200A I I200A I I200A 4-3' PVCW/ (4) 350 MCM THWN TO FPL HANDHOLE 2 - 3/4 X 10' GROUND RODS W/ 3/0 THWN GROUNDING ELECTRODE CONDUCTOR BOND BUILDING STEEL & INCOMING WATER PIPE IF COPPER. SAMUELOLMEDO ARCHITECT FL. REG. AR0015027 TEL. 407. 967. 3109 soarcht @ yahoo.com P.O. BOX 784825 WINTER GARDEN, FL. 34778 PERMIT SET REVISIONS: NO DATE DESCRIPTION 3-25-12 JII CORP u iiij,• �l►Trj► ■ ALL REPORTS, PLANS, SPECIFICATIONS, COMPUTER FILES, FIELD DATA, NOTES INSTRUMENTS PREPARED BY THE AND OTHER DOCUMENTS AND RELATED INSTRUMENTS PREPARED BY THE ARCHITECT OR CONSULTANTS AS INTRUMENTS OF SERVICE SHALL REMAIN THE PROPERTY OF THE ARCHITECT OR CONSULTANT. THE ARCHITECT AND OR THE CONSULTANT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT THERETO. RESTAURANT INTERIOR BUILD -OUT FOR: JEREMIAH'S ITALIAN ICE 7936 GALL BLVD ZEPHYRHILLS, FL 33541 SHEET PANEL SCHEDULE AND RISER E2 ELECTRICAL RISER NOT CALE EXISTING BLDG SANITARY LINE (VARIFY) SANITARY PLAN EXISTING 30 GALLON WATER HEATER WALL MOUNT 1" DRAIN LINE XISTING COMP SINK RAIN LINE TO 3 COMP FLOOR SINK 1/4 1$ = 1'-0" PLAN NOTES EXTEND AND CONNECT TO EXISTING 1 UNDERGROUND SANITARY PIPING. FIELD VERIFY EXISTING PIPE LOCATION. O EXTEND AND CONNECT TO EXISTING VENT PIPE. FIELD VERIFY EXISTING PIPE LOCATION. O EXTEND AND CONNECT TO 2" DOMESTIC WATER LINE. FIELD VERIFY EXISTING PIPE LOCATION. ® EXISTING 30 GAL ELECTRIC WATER TANK. G.I. CALCULATION FBC — PLUMBING 2017 TABLE 1003.5.1 — SIZING FORMULAS FOR GREASE INTERCEPTOR PRIVATE SEWAGE DISPOSAL SYSTEM (S) x (GS) x [HR/12 x (LE)] = EFFECTIVE CAPACITY OF GREASE INTERCEPTOR IN GALLONS 19 SEATS x 10 GAL. (fast food service) x [12HR/12HR x (1)] _ 190 GALS. REQUIRED TANKSIZE: 190 GALLON GREASE INTERCEPTOR EXISTING TANK SIZE: FIELD VERIFY TANK SIZE AND LOCATION tK 4"0 VENT PLUMBING LEGEND SANITARY WASTE PIPE GREASE WASTE PIPE VENT PIPING COLD WATER PIPING HOT WATER PIPE WALL CLEANOUT FLOOR CLEANOUT VENT THRU ROOF GATE VALVE c c H H © WCL O FC JIL -0E- SCOPE OF WORK: PLUMBING CONTRACTOR TO FIELD VARIFY LOCATION OF PROPOSED NEW & EXISINTG EQUIPMENT AND PLACEMENT, PRIOR BID & TO START OF WORK. ALL WORK IS SUBJECT TO EXISTING FIELD CONDITIONS THAT MAY ALTER THE DESIGN OF THIS PROJECT. \ :Ak c �q s 3"0 VENT EXISTINGWC \ \� MEN 1 ' Z)IIN \ \ V \ W.C.O. \ EXISTING LAV Co � \\ I2"0 / \ NEW \ / EXISTING 3"0 \\ \ VENT \ WOMEN WC e�k/ / VERIFY LOCATION AND SIZE OF \\ \ GREASE INTERCEPTOR EXIS11N G' NEW P�j 3"0 \ LAV ?�F`�L �, Psi EXISTING\ 6 t` G19Z MOP \\ SINK CO O 2"0 �-� EXISTING 30 GALLON WATER HEATER WALL MOUNT NEW BATCH MACHINE �� WALL MOUNT PLATFORM NEW b', �Q�' BATCH MACHINE �` ��4 t� 1"0 PVC DRIP LINE \�J4'IF= AIR GAP V& �•'��� NEW / ?; �$ 3ECOMP SINK W/EXISTING H/C LINES HAND4'F�i� EXISTING ` SINK ?4 __y HAND SINK MECH,4 2 i VENT i . r NEW DIPPING WELL / 1' EXISTING 4"0 NEW / F.C.O. DIPPING ,L \ WELL SANITARY RISER NOT TO SCALE r O� PLUMB'G FIXTURE SPECIFICAT'N FIXTURE NUMBERS ARE AMERICAN STANDARD. SIMILAR FIXTURES BY ELJER OR KOHLER WILL BE CONSIDERED EQUAL DES'N DESCRIPTION MANUFACTURER CAT NO. TRIM SUPPLY WASTE VENT W C / WATER CLOSET FLOOR AMERICAN CADET WIDE ANGLE 1 2" CW / 4" 2" MOUNTED FLUSH STANDARD 2292.100 WHEEL STOP LAV LAVATORY. WALL AMERICAN PENLYL CHICAGO 1 /2" CW 2" 11 /2" UNG 8" HC STANDARD 0373-027 FAICET 408A-665 & HW WH WATER HEATER FD FLOOR DRAIN ZURN FD2321-PO3 STAINLESS _ 3" 2" OR EQUAL STEEL COVER FS FLOOR SINK ZURN FD2376 OR STAINLESS _ 3" 2" EQUAL STEEL COVER FC FLOOR CLEANOUT ZURN CO2500 OR BRASS COVER - 3" 2" EQUAL MS MOP SINK ZURN Z1996-24 STAINLESS 1/2" CW 2" 11 2" OR EQUAL STEEL COVER & HW SF SERVICE FAUSET ZURN Z1996-SF STAINLESS 1 /2" CW - - OR EQUAL STEEL COVER & HW PT PRIMER TRAP ZURN #Z-1000 BRASS - - - OR EQUAL f� S hv" t iy V .- NOTE: ALL PLUMBING WORK TO CONFORM TO 7TH EDITION FLORIDA BUILDING CODE 2020 — PLUMBING. 1.) ALL WORKMANSHIP AND MATERIALS SHALL BE IN STRICT ACCORDANCE WITH APPICABLE LOCAL CODES, RULES AND ORDINANCES. 2.) PLUMBING CONTRACTOR SHALL VISIT THE JOB SITE AND THOROUGHLY FAMILIARIZE THEMSELF WITH ALL EXISTING CONDITIONS. 3.) ALL MATERIALS SHALL BE NEW. 4.) ALL WORK SHALL BE PERFORMED BY A UCENSED PLUMBING CONTRACTOR IN A FIRST CLASS WORKMALIKE MANNER. THE COMPLETED SYSTEM SHALL BE FULLY OPERATIVE. ALL EXCAVATION AND BACKFILL AS REQUIRED FOR THIS PHASE OF CONSTRUCTION SHALL BE A PART OF THIS CONTRACT. 5.) REQUIRED INSURANCE SHALL BE PROVIDED BY THE PLUMBING CONTRACTOR FOR PROTECTION AGAINST PUBLIC LIABILITY AND PROPERTY DAMAGE FOR THE DURATION OF THE WORK. 6.) PLUMBING CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS, FEES, INSPECTION AND TEST, PLUMBING CONTRACTOR TO OBTAIN PERMIT AND APPROVED SUBMITTLES PRIOR TO BEGINING WORK OR ORDERING EQUIPMENT. PLUMBING CONTRACTOR MUST BE PRESENT FOR ALL INSPECTIONS OF HIS WORK BY REGULATORY AUTHORITIES. 7.) DRAWINGS ARE DIAGRAMATIC. DO NOT SCALE FOR THE EXACT LOCATION OF FIXTURES, PIPING, EQUIPMENT, ETC. 8.) ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE PROGRESS OF CONSTRUCTION. REPORT ANY DISCREPTANCY TO ENGINEER / ARCHITECT PRIOR TO BEGINING CONSTRUCTION. 9.) VERIFY LOCATION, SIZE, DIRECTION OF FLOW AND INVERTS OF ALL EXISTING UTILITIES PRIOR TO BEGINING OF CONSTRUCTION. ADVISE ENGINEER/ARCHITECT OF ANY DISCREPANCIES. 10.) WATER PIPING ABOVE & ALOW GRADE SHALL BE CPVC. 11.) SOIL, WASTE, VENT AND RAINWATER PIPING SHALL BE CAST IRON OR P.V.C. PVC MAY NOT BE USED THRU RATED ASSEMBUES OR IN PLENUMS. 12.) ALL FIXTURES MUST BE PROVIDED WITH READILY ACCESSiBLE STOPS AN APPROPRIATLEY MARKED ACCESS PANELS, COORDINATE LOCATIONS WITH THE GENERAL CONTRACTOR PRIOR TO INSTALLATION, 13.) FURNISH AND INSTALL APPROVED AIR CHAMBERS AT EACH PLUMBING FIXTURE GROUP AS PER CODE AND WITH GOOD ENGINEERING PRACTICE. 14.) DIELECTRIC COUPLING ARE REQUIRED BETWEEN ALL DISSIMILAR METAL IN PIPING AND EQUIPMENT CONNECTIONS EXCEPT AT WATER HEATER AS PER CODE. )15.) DISINFECTION OF WATER LINES IS REQUIRED BY FPC 610 116.) ALL ARE RATED FLOOR AND WALL PENETRATIONS SHALL BE PROPERLY PROTECTED FROM FIRE, SMOKE AND WATER PENETRATIONS BY FILLING VOIDS BETWEEN PIPE AND WALL, FLOOR SLEEVES WITH FIRE RATED FOAM TO ACHIEVE THE SAME RATING AS WALLS OR FLOORS AS PART OF THE PLUMBERS WORK. 17.) LUMBING CON CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHiP REE FROM DEFECTS FOR A PERIOD OF NO LESS THAN (1) ONE YEAR FROM THE DATE OF ACCEPTANCE BY OWNER CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ADDITIONAL CHARGE WITHIN 72 HRS OF NOTiFiCAT10N AND SHALL INCLUDE REPLACEMENT OR REPAIR OF ANYM OTHER PHASE OF INSTALLATION WHICH MAY HAVE BEEN DAMAGED. 18.) PR ViDE CHROM PLATED COMBINATION COVER PLATE AND CLEANOUT PLUG OR ACCESS PANEL FOR ALL WALL CLEANOUTS, 1 .) NO COMBUSTIBLE MATERIAL TO BE USED IN MECHANICAL ROOMS OR IN CEILING SPACES WHERE USED AS RETURN AIR PLENUMS. 20.) NO WATER, SANITARY OR DRAINAGE PIPING PERMITTED IN ELECTRICAL OR ELEVATOR EQUIPMENT ROOMS. 21.) CONDENSATE DRAIN LINES TO BE RUN UNDER SLAB IN P.V.C. SCH40 PIPE AND STUBBED OUT OF WALL TO UNIT. TIE IN OF A/C TO BE BY OTHERS. P.V.C. PIPING WITh 1/2" THICK ARAFLEX INSULATION MAY BE USED IN LOCATIONS WHERE ALLOWED BY LOCAL CODES. SEE PLUMBING DRAWINGS FOR SIZE AND LOCATION OF PIPING. P.V.C. WILL BE MIN. SCHEDULE 40 PROVIDE ANGLE STOPS ON ALL WATER SERVICE LINES TO FIXTURES FOR INDIVIDUAL SHUT OFF. CONDENSATE REMOVEAL SHALL COMPLY WITH SECTION 307 OF FBCM 22.) WATER PIPING INSULATION SHALL BE 10 THICK ARMAPLEX INSTALLED IN ACCORDANCE WITH MANUFACTURES INSTRUCTIONS FOR ALL HOT WATER PPING. WHERE DOMESTIC WATER TEMPERATURES CAN CAUSE SWEATING ALL COLD WATER PIPING SHALL BE INSULATED WITH 1 /20 THICK ARMAPLEX INSULATION. 23.) STUDOR MINI/MAXI AIR ADMITTANCE VALVES MAY BE USED AS AN ALTERNATE TO VENT PIPING THRU ROOF WHERE ACCEPTABLE BY THE PLUMBING OFFICIAL AND LOCAL CODES, INSTALLATION SHALL BE AS PER MANUFACTURERS RECOMMENDATIONS, SAMUEL OLMEDO ARCHITECT FL. REG. AR0015027 TEL. 407. 967. 3109 soarcht @ yahoo.com P.O. BOX 784825 WINTER GARDEN, FL. 34778 PERMIT SET REVISIONS: NO DATE DESCRIPTION 3-25-12 JII CORP INSTRUMENTS OF SERVICE OWNERSHIP ALL REPORTS, PLANS, SPECIFICATIONS, COMPUTER FILES, FIELD DATA, NOTES INSTRUMENTS PREPARED BY THE AND OTHER DOCUMENTS AND RELATED INSTRUMENTS PREPARED BY THE ARCHITECT OR CONSULTANTS AS INTRUMENTS OF SERVICE SHALL REMAIN THE PROPERTY OF THE ARCHITECT OR CONSULTANT. THE ARCHITECT AND OR THE CONSULTANT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT THERETO. RESTAURANT INTERIOR BUILD —OUT FOR: JEREMIAH'S TALIAN ICE 7936 GALL BLVD ZEPHYRHILLS, FL 33541 SHEET SANITARY PLAN AND RISER Pi N 0 Ln 0 0 TO EXISTING WATER METER EXISTIN EXISTING LAV WC MEN PREP = 9 0 EXISTING m 0 LAV m � a m z 0 Ll N _N x ` w w F EXISTING 3 4"0 COLD X EXI' TING 3 w I 0 NEW = \ LAV m \ M � WOI kN z V) z r \ I w (nn I NE R w I WC L A NEW 111"0 DINING WATER PLAN L NEW DIPPING WELL II ll ���I EWIg3,Jv -0, Cq I NEW /2 r - DIPPING WELL o _J II KITCHEN o o L _ J NEW 1/2' NEW DIPPING I �- II n II HY u m marlr — TABLG-- EXISTING MS EXISTING WATER LINE FILTER WATER TO TAYLOR MACHINES, DIPPER WELLS, BATCH MACHINES, AND MASH TABLE EXISTING HEAT TRAPS EXISTING 3 COMP SINK H/C LINES EXISTING SINKD F-I 0 =I qm N 31 zl I NJ NEW DIPPING WELL WATER RISER of m w w z I NEW DIPPING WELL v l9 �I N �I X w N w I yI �tl of NEW = 3 COMP SINK m I EXIST. H/C WATER LINES �I N HI X w I R WAt INTERIOR WATER SHUT OFF VALVE FILTER WATER TO TAYLOR MACHINES, DIPPER WELLS, BATCH MACHINES, AND MASH TABLE SAMUEL OLMEDO ARCHITECT FL. REG. AR0015027 TEL. 407. 967. 3109 soarcht @ yahoo.com P.O. BOX 784825 WINTER GARDEN, FL. 34778 PERMIT SET REVISIONS: NO DATE DESCRIPTION 3-25-12 JII CORP INSTRUMENTS OF SERVICE OWNERSHIP ALL REPORTS, PLANS, SPECIFICATIONS, COMPUTER FILES, FIELD DATA, NOTES INSTRUMENTS PREPARED BY THE AND OTHER DOCUMENTS AND RELATED INSTRUMENTS PREPARED BY THE ARCHITECT OR CONSULTANTS AS INTRUMENTS OF SERVICE SHALL REMAIN THE PROPERTY OF THE ARCHITECT OR CONSULTANT. THE ARCHITECT AND OR THE CONSULTANT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT THERETO. RESTAURANT INTERIOR BUILD -OUT FOR: JEREMIAH'S TALIAN ICE 7936 GALL BLVD ZEPHYRHILLS, FL 33541 SHEET WATER PLAN AND RISER ix r-4 O 0 O Q u w u a 2 J 0 _I W Z) 2 V) NOT TO SCALE I XHEZ.W-L-1017 - Through -penetration Firestop Systems Page 1 of 3 System No. W-L-1017 XHEZ.W-L-1017 Through -penetration Firestop Systems Pace Bottom ........ .. Design/System/Construction/Assembly Usage Disclaimer • Authorities Having Jurtst!"on should be consulted In all cases as to the particular requirements covering the Installation and use of UL Listed or Classified 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 Prodactswhoch bear ULsMark arc considered as Classified, Listed, or Reco gnid. _...... ......... ... .. ........ .... ........ ...... _..... .._..... Through -penetration Firestop Systems •F=i (g(grmatdon gLThrouph-penetration Flrritop Systems System No. W-L-1017 April 30, 1998 Ratings — It and 2 Hr. (See Item a) T Rating — 0 Hr L Rating At Ambient -- two than I CFM/sq ft L Rating At 400 F — less than 1 CFM/s4 ft htt://database.ul.com/c i-bin/XYV/tom late/LISEXT/1FRAME/sho a e.html?name=X... 11/2/2011 XHEZ.W-L-1017 - Firestop Systems Page 2 09 ■ SEOT I ON 1. Wag Assembly — The 1 or 2 hr fire rated gypsum wallboard/stud wall assembly side be constructed of the materials and In the manner described in the Individual U300 or U400 Series Wad or Partition Designs In the UL Fire Resistance Directory and shad Include the following construction features: A. Studs — Wait framing may consist or either wood studs or steel channel studs. Wood studs to consist of nom 2 by 4 in. cumber spaced 16 in. OC with nom 2 by 4 In, lumber arid plates and crass 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 sleet orientation shall be as specified in the individual Wall and Partition Design. Diem of circular through opening cut through gypsum wallboard on each site of well assembly to be mkt 0 In. (point contact) to max 1 in. larger than outside dam of flexible metal conduit (Item 2) installed in through opening. Side edge of circular opening to be mkt 3 In. from nearest stud In wail cavity. C. Fastens — When wood stud framing If employed, gypsum wallboard attached to studs with cement coated nails as specified In the individual Wall or Partition Design. When steel channel stud training Is employed, gypsum wallboard attached to studs with Type S sell-driOWg, 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. diem (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 skies of wall assembly. AFC CABLE SYM04S INC 3. Fill, Vold or Cavity Materials — 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 i hr F Rating. A min 1-1/4 in. thickness of caulk Is required for the 2 hr F Rating. 3M COMPANY — CP 2$WB+ *(searing the UL Classfcation Matt 1,13SL Ujig 11 on 1998-04-30 ......... _.__. --_ _ _........_._.. le<rienc7 Print this pane 1 1 & 2 - HR FIRE RATED ELECTRICAL FLEX CONDUIT @ FRAME WALL NOT TO SCALE System No. W-L-1315 XHEZ.W-L-1315 Through -penetration Firestop Systems Design/System/Construction/Assembly Usage Disclaimer • Authorities Having Jurisdiction should be consulted In all castes as to the particular requirements covering the installation and use of UL Listed or Classified products, equipment, system, devices, and materials. • Authorites 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, R 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 &,a 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 as Ciusifted, Listed, or Recognized. Through -penetration Firestop Systems See Gerl•ral Information (er Threuph-pen•tr�tien Fhestgjtyst•mc System No. W-L-1315 August 04, 2003 FRS-1Hr T Rating — 1 Hr L Rating At Ambient -- Loss than i CFM/req ft L Rating at 400* F — 3 CFM/sq ft I X.HEZ.W-L-1084 - Through -penetration Firestop Systems Page I oft CERTIFICATIONS DIRFETORT System No. W-L-1084 XHEZ.W-L-1084 Through -penetration Firestop Systems P 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 Listed or Classified 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 wary 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 beer Mark considered s Classified, Listed or Recognized. ll ... __ .......... ....... .......... _ ....... Through -penetration Firestop Systems S•e Garhergj jp��hatian for'mrouah-penetratlorw Fir•Sxeo 5vstems System No. W-L-1084 July 29, 1995 F Rating — 1 H► T Rating — 0 Hr .rl A) SECTION A -A 1. Wall Assembly — The fine rated gypsum wallboard/stud wall assembly shall be constructed of the materials and in the manner specified In the Individual U300 or U400 Series Wad and Partition Designs in the UL Flee Resistance Directory and htt ://dattabase.ul.com/c i-bin/XYV/teen late/LISEXT/IFRA.ME/show a e.html?name=X... I112/2011 XHEZ.W-L-1315 - Through -penetration Firestop Systems Page 2 of 3 iI iI I it If 1 �A tt it ii 11 tl I Ii If it it It Ii C I tl it If If I itDB it A 1 li t I I t tI B t I 1 1 LA I �A t I rGJ"'t t 1 e1 I 1 [ f i t 1 1 { i1 t if IE 1 {{{ 1 fC I1 ft tl { I tt it Ir tt i fill I ll t It it It if 1 It 12 1 It Il l IC ti if tl 1 -r>tE-&A 1. Wall Assembly — The fire -rated gypsum boartf/stud wall assembly shall be constructed of the materials and In the manner specified In the Individual U300 or U400 Series Wall and Partltton 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 3-5/8 In. (92 mm) wide and spaced max 24 In. (610 mm) OC. 8. Insulation* — R13 (or higher) glass fiber or mineral fiber batt insulation friction fitted into stud cavity. C. Gypsum Board* — One layer of nom 5/8 In. (18 mm) thick gypsum board, as specified In the Individual Wall and Partition Design. Max diam of opening Is 4.1/2 In. (114 mm).. 2. Piping system — The piping system for use in dosed (process or supply) or vented (drain, waste or vent) piping systems shall consist of the following: A. Swell or Iron Pipe — Nom 3 in. (76 mm) diam (or smaller) cast or ductile iron pipe or Schedule 40 (or heavier) steel pipe, installed within stud cavity and connected to tee. The tee penetrates wall on one side and is Installed either concentrically or eccentrically within the Rrestop system. The annular space between the toe and the edge of the opening shag be min 3/8 in. (10 mm) to max 5/8 in. (16 mm). S. Shielded Slip on Coupling — Nom 3 in. (76 mm) diem (or smaller) 32 gauge (or heavier) corrugated stainless steel shielded rubber coupling. Coupling to be secured to tee with stainless steel hose clamp at any point beyond the surface of wall, or may extend a max of i in. into opening. When coupling extends Into opening, the annular space between the coupling and the edge of the opening shall be min 114 in. (6 mm) to max 112 In. (13 men). C. Drench Piping — Branch pipe is secured to shielded slip on coupling with stainless steel hose damp and may consist of the following: 1. Polyvinyl Chloride (PVC) Pipe — Nom 3 in. (76 mm) diem (or smaller) Schedule 40 solid care PVC pipe. 2. Steel or Iron Pipe — Nom 3 In. (76 men) diem (or smaller) cost or ductile iron pipe or Schedule 40 (or heavier) steel pipe. ht ://database.ul.com/c i-bin/XYV/teen late/LISEXT/iFRAME/sho a e.html?name=X... 11/2/2011 W-L-1084 - Firestop Systems Page 2 of 2 shall include the following construction features: A. Studs — Wall ftaming may Consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 by 4 in. lumber spaced 16 in. OC. Steel studs to be min 3-5/8 In. wide and spaced max 24 in. OC. S. G rp•um Board* — Nom 5/e in. thick gypsum wallboard, as specified in the Individual Wall and Partition Design. Diem of opening is 1-1/2 In. larger then the outside diem of pipe. 2. Through-Porsetrant — One metallic (ripe, conduit or tubing to be centered within the flrestop system. An annular space of 3/4 in. is required within the ttrestw system. Pipe, conduit or tubing to be rigidly supported on both sides of wall assembly. The following types and sizes of metallic pipes, conduits or tubing may be used: A. Steel Pipe — Nom 12 in, diem (or smaller) Schedule 10 (or heavier) steel pipe. B. Conduit — Nom 6 In. diem (or smaller) electrical metallic tube g or steal conduit. C. Copper Tlubbig — Nom 6 In. diem (or smaller) Type L (or heavier) copper tubing. D. Copper Pipe — Nom 6 in. diem (or smaller) Regular (or heavier) copper pipe. * — .� V N 1 tan •� Min in. 1 f fill m withinannulus,O h rill h 3 old a ct ataNe SN t S 8 th duress o material applied th us t both / ! �i pp surfaces of wail assembly. 314 COMPANY — FS-2000+ •bearing the UL Classification Mark j on 1995-07-29 rill en Notice of Disclaimer Pwa Too a 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 Listed and covered under UL's Follow -Up Service. Always kook for the Mark on the product. UL permits the reproduction of the material contained In the Onfine Certification Directory subject to the following conditions: 1. The Guile Information, Designs and/or Listings (files) must be presented In their entirety and In a non -misleading manner, without any manipulation of the data (or drawngs). 2. The statement "Reprinted from the Online Certifications Directory with permission from Undervrrlters Laboratories Inc." must appear adjacent to the extracted material. In addition, the reprinted material must include a copyright notice In the following format: -Copyright O 2011 Underwriters Laboratories Inc.49" A- it C a pe n 0 0 pi as g an i; a l dun *If Kina to, a ha,Bl 0 1 w'tn iniepil: y, piaro-Gibr. and Mn�*'94t (jr. 1 & 2 - HR FIRE RATED CONDUIT PIPE FRAME WALL 3. Fail, Vold or Cavity Materials* — Seelant — Min 518 In. (16 mm) thickness of fill material applied within the annulus, flush with surface of wad. NUCO 1(NC — Self Seat GG-266 *Gearing the UL Classification Mark t ae��'� on 2003-08-04 n t this gAgg Psae Too 4. 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 UVS Follow -Up Service. Only those products bearing the UL Mark should be considered to be Listed and covered under UL's Follow -Up Service. Always Wok for the Mark on the product. UL permits the reproduction of the material contained In the Online Certification Directory subject to the following condRloric 1. The Guide Information, Designs and/or Listings (Iles) must be prevented 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 Underwr ten Laboratories Inc." must appear adjscent to tin extracted material. In addition, the reprinted material must include a copyright notice In the following format: "Copyright Cf 2011 Underwriters Laboratories Inc.®' An in4span4001 A,eaniralluo *oikloq for a ba'e't o.rid w.th n1+/9111r. plorlilan 4n4 nnOn'edor. /1 1 - HR FIRE RATED PIPE PENTRATION @ FRAME WALL SAMUEL OLMEDO ARCH I T E C T FL. REG. AR0015027 TEL. 407. 967. 3109 soarcht @ yahoo.com P.O. BOX 784825 WINTER GARDEN, FL. 34778 PERMIT SET REVISIONS: NO DATE DESCRIPTION 3-25-12 JII CORP INSTRUMENTS OF SERVICE OWNERSHIP ALL REPORTS, PLANS, SPECIFICATIONS, COMPUTER FILES, FIELD DATA, NOTES INSTRUMENTS PREPARED BY THE AND OTHER DOCUMENTS AND RELATED INSTRUMENTS PREPARED BY THE ARCHITECT OR CONSULTANTS AS INTRUMENTS OF SERVICE SHALL REMAIN THE PROPERTY OF THE ARCHITECT OR CONSULTANT. THE ARCHITECT AND OR THE CONSULTANT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT THERETO. RESTAURANT INTERIOR BUILD —OUT FOR: JEREMIAH'S TALIAN ICE 7936 GALL BLVD ZEPHYRHILLS, FL 33541 SHEET F. R. PENETRATIONS DETAILS FR1 r- N O e-i O U w H NOT TO SCALE BXUV.U419 - Fire Resistance Ratings - ANSI/UL 263 Design No. U419 BXUV.U419 Fire Resistance Ratings .. ANSI/UL 263 Page Bottom a Design/System/Construction/Assembly Usage Disclaimer a Authorities Having Jurisdiction should be consulted in all cases as to the particular requirements covering the installation and use of UL Listed or Classifed products, equipment, system, devices, and materials. a Authorities Having Jurisdiction should be consulted before construction. a Flee resistance assemblies and products are developed by the design submttber and have been investigated by UL for compliance with applicable requirements- The published Information cannot always address every construction' nuance encountered in the geld. a When Need 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 medtods of construction. o Only products Which bear UL`s Mark are considered as Classified, Listed, or Recognized. Fire Resistance Ratings - ANSI/UL 263 See r,MMI 10formatlon for Fire Resistance lUnot 6MIJUL 2s3 Design No. U419 October 03, 2012 Nanbear'1ng WsrU Ratings —1, 2, 3 or 4 Mr (See Items 414 5) t c 1 5) S 1. Floor and Calling;r Ru nners ner11 — Not sneer —Far use with Them 2 - Channel sir fabricated f m min 2 ( ) aped,from 5 MSG corrosion -protected steel, min depth to accommodate Mud size, with min 1-1/4 tn. tong legs, attached to floor and ceiling with fasteners 24 in. OC Max. 1A. framing Membei5t* - Floor and Ceiling Runners — Not shown - Irllieu of Item 1 -- For use with Item 1A, proprietary channel Shaped, min. 3-5/8 In. deep, fabricated frprn min. 0,81"a In. (thin bare metal thickness) galvanized steel, attached to fluor and calling with fasteners 2+4 ;In. OC max, Effective thickness is 0.034 in. CLARKDIETRICH BUILDING SYSTEM •— URraSTEEL0. 18. Framing MemboroAt Floor and Calling Runners -- (Not shown - In fleui of Item 1) — For use witty Item 2A, proprietary channel shaped, min. 2-1/2 In. deep, fabricated from Mtn. 0 Q15In , tiA bare metal thickness) galvanized steal, attached to floor and rxlitng fasteners 24 in. OC. matt. EfFExrtty# h ://database.ul.con�/c '-bin/XYV/taro late/LI 'EX'1'/1NRAMEfsh - ttp gI p S t� ehtrrtl?rlalne-... 1 of25/2(I!12 .U419 - Fire Resistance Ratings - ANSI/UL 263 Page 5 of 10 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-- 2).. Framing Members* - StaM Studs — (As an alternate to Item 2, For use with items 5C or SQ - 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 % 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 — Viper25- 2K. Prancing Members* - NOW Studs — Not shown - in lieu of Item 2 — For use with Item LM, proprietary channel shaped steel studs, min depth as indicated under Item 5, spaced a max It 24 In. OC, fabricated from min 0.020 in. thick gaiv steel. Studs cut 3/8 In. to 3/4 In. less In lengths than assembly heights TELLING INDUSTRIES L L C — VIPerM- 3. Wood Sbuctund Panel Sheathing — (Optional, For use with Item 5 Only.)- (Not Shown) - 4 R wide, 7/16 in. thick oriented strand board (OS8) or 15/32 In. thick structural 1 sheathing (plywood) complying with DOC PSI or PS2, or APA Standard PRP-108, manufactured with exterior glue, applied horizontally or vertically to the steel studs. Vertical joints centered on studs, and staggered one stud space from wallboard joints. Attached to studs with flat -head self -drilling tapping screws with a min. head diem. of 0.292 in. at maximum 6 in. OC. in the perimeter and d2 in. OC. in the field. When used, fastener lengths for gypsum panels Increased by min. 1/2 In, 4. Batts OW Blmtkets* — (Required as indicated under Item 5) — Mineral wool batts,;friutorn fitted between studs and runners. Min room thickness as indicated under Item S. See stela* and Blanket (BKNV or SVZ) Categories for names of Classified companies. 4A. Batts and Bbankete* — (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 Soft and Blankets (BKNV or SIAM Categories for names of Classified companies. S. Gypsum Board* — Gypsum panels with traveled, 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 (moitilayer systems) staggered one stud cavity. Horizontal joints need not be backed by steel framing. horizontal edge joints and horizontal but 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 ttr and 4 hr ratings are as follows: Gypsum Board Protection on Each Side of Wall Rating, Hr Min Stud Depth, In. Items; 2, 24, 2Er 26 and 2H Min Stud Depth, In. Ibsen 2A go. Of Layers a Thitm; of Penal Min Thins of Insulation (Item 4) 1 3-1/2 3-5/8 1 layer, 5/8,In. thick Optional 1 2-1/2 3-5/8 1 layer, 112 in. thick I-f/2 in. 1 1-5/8 3-5/8 1 layer, 3/4 in. thick Optional 2 1-5/8 2-1/2 2 layers, 1/2 in. thick Optional 2 1-518 2-1/2 2 layers, 5/8 in. thick Optional 2 3-=1/2 3-5/8 1 layer, 314 In. thick 3 in. 3 1-5/8 2--In 3 layers, 112 In. thick Optional 3 1-5/8 2-1/2 2 layers, 3/4 in. thick Optional 3 1-5/8 2-1/2 3 layers, 5/8 in. thick Optional 4 1-5/8 2-112 4 layers, 5/8 In, thick Optional 4 1-5/8 2-1/2 4layers, 1/2 in. thick Optional 4 2-1/2 2 U2 2 layers, 3/4 in. thick 2 in. C41C INC 1/2 In. thick Type C, IP-X2 or IPC-AR; WRC, 5/8 in, thick Type AR, C, IP-AR, IP-XI, IP-X2, IPC-AR, SCX, SHX, WRX or WRC; 3/4 in. thick Types IP-X3 or ULTRACODE h4://databm.ul.com/egi-bin/XYV/template/LISEXT/ I FRAME/showpage.html?nwne=... 10/25/2012 BXUV.U419 - Fire Resistance Ratings - ANSI/UL 263 Page 2 of 10 CLARII(O ITRICH BUILDING SYSTEMS - Uitra$TEELIS. IC. Fronting Members* - Floor and Calling Runner - Not shown - In lieu of Item I — For use with Itemm 2C, proprietary channel shaped runners, 3-5/8 in, deep attached to Mawr and ceiling with fasteners 24 in. OC max. CALIFORNIA EXPANDED METAL PRODUCTS CO — Vlper25- Track CRAM MFG INC — SmartTrack- MARINO/WARE, DIV OF WARS INDUSTRIES INC -- Viper25- Track PHILLIPS MFG CO L L C — Vlper2S - Track 1D. Framing Members" — Flow and CNifng Runner - Not shown - In lieu of Item 1 — For use with Item 2D, proprietary channel shaped runners, 1-1/4 in. wide by 3-5/8 In. deep fabricated from min 0.020 In. thick gaiv steel, attached to floor and ceiling with fasteners spaced 24 in. OC max. CALIFORNIA EXPANDED METAL PRODUCTS CO — Vlper20- Track MARINO/WARE, DIV OF`WARW INDUSTRIES INC — Viper20- Track PHiLLIPS MFG CO L L C — Viper20- Track IE, Framing Membent• Floor and Ceiling Runners - (Not shown) — In lieu of Item L -'charmei shaped, attached to floor and ceiling with fasteners 24 in. OC. max, ALLSTRE4 S 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 SCAPCO STEEL STUD MANUFACTURING CO — Type SUPREME Framing System: STEEL CONSTRUCTION SYSTEMS INC — Type' SUPREME framing System UNITED METAL PRODUCTS INC — Type SUPREME Framing System IF. Floor and tailing Rwuuars — {Not shown} —For use with Item 28Channel shaped, fabricated from min 20 MSG corrosion -protected or gaiv steel,.min depth to accommodate stud size, with,rnin 1 in. long.legs, attached to floor and ceiling with fasteners spaced max 24 in. OC. iG. Framing Members*— Flowand Calling Ru 's ?— (Not shown, As arfaltevnate to Item 1) — For use with items 2F, SF or 5G or 51 only, channel shaped, fabricated from min. 0,01S tn. (min-baL Melal thickness) galvanized eF, attached to floor -and ceiling with fasteners 24 in. OC. man`. CLARKDIET 011"BUILDING SYSTEMS — CD FroTRAK f2MFGW" L L C-- ProTRAK MBA BUILDIN%SUPPLIESL ProTRAK SOUTHEASTERN' STUD ik COMPONENTS INC — PMTltli,K http://database.ul.com/egi-bin/XYV/template/LISEXT/IFP AME/showpage.html?name= .. 10/2512012 .. BXUV.U419 - Fire Resistance Ratings - ANSVM 263 Page 6 of 10 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- Xi, AR, C, WRC, FRX-G, IP-AR, IP-X2, IPC-AR ; 3/4 in, thick Types IP-X3 or ULTRACODE USS 14EXICO S A DE C V — 1/2 in. thick Type C, IP-X2, IPC-AR or WRC; 5/8 in. thick Type AR, C, IP-AR, IP-XI, 1P-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, Nonbeating Wail Rating is limited to 1 Mr. 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 518 in. thick) shall be attached to furring channels as described in Item 6. One layer of gypsum board panels (1/2 In. or 5/8 In. thick) attached to opposite side of stud without furring channels as described in Item 6: 5A. Gypsum Board* — (As an alternate to Item 5) - 518 in. thick, 24 0o 54 in, wide, applied horizontally as the outer layer to one side del the assembly. Secured as described in Item 6. CGC INC — Type SHX. UNTIED STATES GYPSUM CO — Type FRJI-G, SHX. USG MEXICO 5 A DE C V — Type SHX. 5B. Gyp mn Board* — (Not Shown) - As an afternate to Item 5 when used as the base layer on one or both sides of wall when 5/8 in or % in. thick products are specified. For direst attachrrnint only to steel studs Item 25, (not to be used with Item 3) Nom 5/8 in, or % in, may be used as alternate to all S/8 in. or % In. shown in Item 5, Wallboard Protection on Each Side of Wall table. No m 5/8 in. or % in, thick lead backed gypsum panels with beveled, square or tapered edges, applied vertically. Vertical joints centered over studs and staggered min I stud cavity err: opposite sides of studs. Gypsum board secured to 20 MSG steel studs Item 28 with 1-Ii4 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 SOUS (See Item 11) or lead Discs or Talcs (see Item 12). RAY -BAR ENGINEERING CORP — Type ft8-LBG 5C. Gypsum Board* — (For Use With Item 2C") Rating Limited to 1 Hour. 5/8 tn. thick, 48 tn. wife, 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 I in. long Type S-cooled 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 edged 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 trade at the same time. Vertical joints are to be centered over studs and staggered one stud cavity on opposite sides d studs. (Horizontal Application) - The gypsum board is bn 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 d 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 shell not penetrate through both the stud and the track, at the some time. AN horizontal joints are to be backed as outlined under section VI of Volume I In the Fire Resistive Directory. CGC INC — T Soc Type UNITED STATES GYPSUM CO — Type SCX, SGX. USG MEXICO S A DE C V — Type SC%. 5D. Gypsum Board* — (As an alternate to Stem 5) — S/8 in. thick, 48 In, wide, applied vertically or horizontally. Secured as described in Item 6. For use with Items 1 and 2 only. UNITED STATES GYPSUM CO — Type USGX. 5E. Gypmm Boaird* —(Not Shown) -(As an alternate to Item 5 when used as the base layer on one or both skies d wall when 112 in, or WS in thick products are specified, For direct attachment only to steel studs Item 2B, riot 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 I 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 lire driller) steel screws spate 8 In. OC at perimeter and 12 In. OC in the field. NEW ENGLAND LEAD BURNING CO INC, DB/t NELCO — Neico http://database.ul.conVcgi-bin/XYVltemplateALISEXT/1 FRAME/showpage.html?name=... 10/25/2012 STEEL STRUCTURAL SYSTEMS L L C — Tri-S Pro MAK IH, Fronting Members* - Floor and Ceiling Runner — Not shown - In lieu of Item 1 — for use with Item 2G, 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) gaiv steel, attached to floor and ceiling with fasteners spaced 24 In. OC max. SUPER STUD BUILDING PRODUCTS — The Edge 11. Framing Members* - Floor and Ceiling Runner — For use with Item 2H, 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 13. Floor and CoIWV Runners — (Not shown) — Channel soaped, fabricated from min 0.02 in, galv steel, min width to accommodate stud size, with min I In. long legs, for use with studs specified below and fabricated from min 0.02 in. gaiv steel or thicker, attached to floor and ceiling with fasteners spaced max 24 In. OC. MARINO/WARE, DIV OF WARE INDUSTRIES INC — Vlper20'" Track VT100. 1 K. Framing Momben*— Floor and Calling Runners — (Not Shown, As an alternate to Item 1) — For use with Items 21, 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"" IL. Fronting Hamilton* - Floor and Coping Runner — Not shown - In lieu of Item 1 — For use with Item 23, 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 — Viperr<25- Track iM. Framing Members* - Floor and Calling Runner — Not stiown - In lieu of Item 1 — For use with Item 2K, proprietary channel shaped runners, 1-1/4 in. wide by 3-5/8 in, deep fabricated from min 0.020 in. thick gaiv steel, attached to floor and ceiling with fasteners spaced 24 in. OC Max. TELLING INDUSTRIES L L C — Vlper2O- Track 2. steal Studs — Channel shaped, fabricated from min 25 MSG corrosion -protected steel, min depth as Indicated under Item 5, .spaced a Max d 24 in. OC. Studs to be cut 3/8 to 3/4 In. less than assembly height. 2A. Framing Membo i s* - Steel Studs — In lieu of Item 2 - Proprietary channel shaped studs, min. depth as Indicated under Item 5, fabricated from min. 0.015 In. (min bare metal thickness) galvanized steel, spaced a max d 24 in. OC. Studs to be cut 3/4 in. Ness than assembly height. Allowable use or studs ls shown in the table below. For direct attachment of gypsum board only. Effective thickness is 0,034 in, CLARKDIETRICM BUILDING SYSTEMS --• UkmSTEEL*. 2B. Steel Studs — (As an alternate to Item 2, For use with Item 58 & SE) Channel shaped, fabricated from min 20 MSG corrosion -protested 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` 2C. Framing Members* - Sahel Studs — (As an alternate to Item 2, For use with items 5C or 51) - 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 *h In. gap between the end of the stud and track at the bottom of the wall. For direct attachment of gypsum board only. CALIFORNIA EXPANDED METAL PRODUCTS CO — Viper25"" CRACO I" INC — SmartStud`"' MARINO/WARE, DIV OF WARE INDUSTRIES INC — Viper2S— http://database.ul.com/cgi-bin/XYV/t`emplate/LISEX`T/1 FRAME/showpage.html`lname=... 10/25/2012 BXUV U419 - Fire Resistance Ratings - ANSI", 263 Page 7 of 10 5F. Gypsum Board* — (As an alternate to Item 5) — For use with Items 1G and 2F and limited to I Hour Rating only, Gypsum panels with beveled, square or tapered edges, applied vertically, and fastened to the steel studs with 1 in. tong 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 518 in. thick Type SCX, SGX. 5G. Gypsum Board* — (As an alternate to Item 5) — For use with Items iG and 2F 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 time stud cavity on opposite sides of studs. Vertical joints in adjacent layers (muitibayer systems) staggered one stud cavity. Horizontal joints need riot 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 (mubtilayer 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 Daplh, In. VAM 2F No. of Layers B Ttnir:knees 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, S/8 in. thick Optional 4 1-5/8 4 layers, WS In. thick Optional 4 1.5/8 4 layers, 112 in. thick Optional CGC INC — 112 in, thick Type C, IP-X2 or IPC-AR;, 5/8 in. thick Type AR, C, IP-AR, IP-X 1, 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-XI, AR, C, FRX-G, IP-AR, IP-X2, IPC-AR ; 3/4 in. thick Types IP-X3 or ULTRACODE USG MEXICO S A DE C V — 112 in. thick Type C, IP-X2, IPC-AR or; 5/8 In. thick Type AR, C, IP-AR, IP-X 1, 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 2B, (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 tattle. None 5/8 or 3/4 in. thick lead hacked 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 tn. 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 stud Item 25 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 print Compound see Item S. To be used with Lead Batten Strips (see Item 11A) or Lead Discs (see Item 12A). 4AYCO INDUSTRIES INC — Type X-Ray Shielded Gypsum St. 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 S. Steel stud minimum depth shah be as Indicated in Item 5. COC INC — Type ULX UNITED STATES GYPSUM CO — Type ULX LISS MEXICO s A DE C V — Type ULX 5J- Gypsum Board* — (Not Shown) - (As an alternate to Item 5 when used as the base layer on one or troth stiles of wall when 1/2 In. or 5/8 in thick products are specified, For direct attachment only to steel studs Itern 28, not to be used with http://database.ul.com/egi-bin/XYV/template/LISEXT/IFRAME/showpage.html% me=... 10/25/2012 BXLN.U419 - Fire Resistance Ratings - ANSVUL 263 P PHILLIPS MFG CO L L C — Viper25'" 2D. Framing Nembers* - Metal Studs — Not shown - In lieu of item 2 — For use with Item 1D, proprietary channel shaped steel studs, min depth as indicated under Item 5, spaced a Max If 24 In. OC, fabricated from iron 0.020 In. thick gaiv steel. Studs cut 3/8 in. to 3/4 In, tees In lengths than waarnWy heights. CALIFORNIA EXPANDED METAL PRODUCTS CO — Viper20- NARIM/WARE; DIM OF WARE INDUSTRIES INC — Viper20"- PHILLIPS MFG CO L L C — Vlper20- 2E. Framing MMnberr*— Baal Studs — In lieu of Item 2 - For Use with Item 1E- Channel shaped studs, min depth as indicated under Item 5, spaced a max of 24 In. OC. Studs to be cut 3/4In. less than assembly height. ALLSTEEL Sk GYPSUM PRODUCTS INC —,Type SUPREME Framing System COMISOLIDAIM PABRICATORS CORP, BUILDING PRODUCTS DIV — Type SUPREME Framing System QUAIL RUN BUILDIING MATERIALS INC — Type SUPREME Framing System 5CAFCO STEEL STUD MANUPACTURING CO — Type SUPREME: Framing System STEEL COM+SiTRUCTIM SYSTEMS INC — Type SUPREME Framing System UNITED METAL PRODUCTS INC Type SUPREME Fronting System 2F, Fronting Membsn*— Steel Studs - (Not shown, As an alternste to Item 2) —For use with Items iG, SF or SG or 51 only, channel shaped studs, min depth as skated under Item SF, SG or 51, fabricated from min. 0.015 in, (min bare metal thickness) galvanized steel, spaced a max of 24 in, OC. Studs to be cut 314 In. less than assembly height. CLARKDIETRICH BUILDING SYSTEMS — CD ProSTUD' DMPCWBS LL C — Pr*STUD NSA BUILDING SUPPLIES --- ProSTUD SOUWW.ASTERN, STUD rk COMPONENTS INC — ProSTUD STEEL STRUCTURAL SYSTEMS L L C — Tri-S ProSTUD 2G. Framing Members* - Metal Studs — Not shown - In lieu of Item 2 For use with Item IM, 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) gahrarNzed steel. Studs 3/8 In. to 314 in. less In lengths Ulan assembly heights. SUPER STUD BUILDING PRODUCTS — The Edge 2H. Framing Members* - Steel: Shift - Not shown - In Ifau of Item 2 - for use with Item 11. Proprietary Channel Shaped Sbds, MIMMUm Width indicated under Item S, Studs to be cut 3/8 to 3/4 in less then the assembly height. sTUDCO sunDiNG SYSTEMS — CROCSTUD 21. Frambtg. Members*— Sass Studs — (Not shown, As an alternate to Item 2) —For use with Items IV, fabricated from http://database.ul.cone/cgi-bin/XYV/template/L.ISEXT/1 FRAME/showpage.html?name—... 10/25/2012 BXUV.U419 - Fire Resistance Ratings - ANSI/UL 263 Page 8 of 10 Item 3). None 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 skies of,st ids, Wallboard secured to, studs with i- 1/4 In. long Type S-12 steel screws gypsum panel Steei screws spaced 8 in. OC at perlrnatarand 12 in. OC in the field, Lead batten ships required behind vertical joints of lead backed 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 d studs and attached to ifte stud with constriction adhesive and two I 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,"nomfnot 3/8 in. diaum by max 0,085 In. thick. Compression fitted or adhered over the screw heads. Lead batter` stops and discs to have a purity of 99.9% meeting the Federal specification QQ-L-20Lf, Grade 'C'. RADIATION PROTECTION PRODUCTS 2NC -- Type RPP - Lead Lined Drywall 6. Posterions - (Not shown) - For use wilt Items 2 and 2F - Type S or S-12 steel screws used to attach panels to studs (Item 2) or furring channels (Item 7). Si gUr layer systems: 1 In. long for 1/2 and 5/8 in. thick panels or L-114 In. long for 314 In. thick panels, spaced 8 in. OC when panels are applied horizontally, or 8 Ira, OC along vertical and bottom edges and 12 In. OC In the field when parcels are applied vertically. Two layer cyst ion s: 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-S/8 in. king for 112 In., 5/8 in. thick portels or 2-1/4 In. long for 3/4 in. thick panels, spaced 16 in. OC with screws dfsat 8 In, from first Iayer.Titne-layer systems: First layer- 1 in. long for 1/2 In., WS In. thick panels, spaced 24 in. OC. Second layer- 1-5/8 In. long for 1/2 in., 5/8 tn. thick panels, spaced 24 in, OC. Third layer- 2-1/4 in. long for 1/2 in., 5/8 In. thick panels or 2-5/8 In. long for 5/8 In. thick parcels, spaced 12 in, OC. Screws offset rMn 6 in. from layer below. Four-layee systems: First layer- 1 In. long for 1/2 In., 5/8 In. thick panels, spaced 24 In. OC. Second layer- 1-5/8 tn. 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, tong for 5/8 In. thick panels, spaced 24 In. OC. Fourth layer- 2-5/8 tn. long far 1/2 In. tick panels or 3 In. long for 5/0 in. thick panels, spaced 12 In. OC. Sinews offset min 6 In. from layer below. 6A. Festaners — (Not shown) —For use with Item 2A - Type S or S-12 steel screws used to attach panels to studs (Item 2A). Sigle layer systerhs: 1 in. long for 1/2 and 5/8 In. thick panels or I- 1/4 In, long for 3/4 in. thick panels, spaced 8- i/2 in. OC with additional screws i In. and 2-1/2 in, from edges or the (ward when parcels are 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 applied verticially: 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- L-5/8 In. long for 1/2 In., 5/8 In. thick panels or 2-1/4 In. tong for 3/4 In, thick panels, spaced 16 in. OC With screws offset 8 in. from fleet layer. Thivo hWw systems applied horbmftly: First layer- I In. long for 1/2 and 5/8 In. thick panels or I.1/4 in. long for 3/4 in. thick panels, spaced 16 In. OC starting 81n, from each edge of the board with an additional screw placed 1-1/4 In, Mom each edge of the board. Second layer- 1-5/8 in. tong 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 starting 8 In, from each edgy of the board with an additional screw placed-i-1/4 in. from each edge of the board with 90"s of fset8 in, fro mArst layer. Threa-isyor system First layer- 1 in. long for -1/2 in., 5/8 in. thick panels, spaced 24 In. OC. Second layer- 1-5/8 In. long for 1/2 in., 5/8 in. thick panels, spaced 24 In. OC, Third layer- 2-1/4 In. long for 1/2 in., 5/8 tn. thick panels or 2-5/8 in. long for 5/8 In. thick panels, spaced 12 in. OC. Screws offset min 6 In. from layer below. For all layers, an additional screw shall be / placed 1-1/4 in. from each edge of the board. Pour-loyor systarro : First layer- 1 in, long for 112 in,, 5/8 In. thick panels, spaced 24 n. OC Second layer- 1-5/8 In, long for 112 n., 5/8 in. thick panels, spaced 24 In. OC. Third layer- 2-1,14 In. long for W In. thick panels or 2-5/8 in, king for 5/8 in. thick parcels, spaced 24 In. M Fourth layer- 2-518 in. long for i/2 in. thick panels or 3 In. long for WS In. thick panels, spaced 12 in. OC. Screws offset min 6 in. from layer below. For all layers, an additional screw shall be placed L-1/4 in, from each edge of the board. 7.' Furring Channels — (Optional, not shown, for single or double layer systems) — Resthent furring channels fabricated from min 25 MSG corrosion -protected steel, Spaced vertically a max of 24 let. OC, Flange portion attached to each Intersecting stud with 1/2 in. long Type S-12 steel screws. Not for use with Item SA and SE. 7A- Framing Members* — (Not Shawn) — (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. F nets — Formed d No. 25 MSG alv In d 7 kNTb1g Citlm g steel. 2-3/8 . wide by t81n, deep, spaced.. max, 24 In. OC perpendicular to studs. Channels secured to'stud s as described m Item Gypsum board attached to furring channels; as described In Item 6, Not for use with Item SA and SE. b. Stool framing Members* -- Used to attach furring channels (Item 7Aa) to studs (Item 2). Clips spaced mask. 48 in. OC. RSIC-1 dips secured to studs with No, a x 1-1/2 in, minimum self - drilling, 5-L 2 steel screw through the center grommeL RSIC-V dips secured to studs with No. 8 x 9/161n. minimum self -drilling, 5-12 steel screw through the carrier hole. Furring channels are friction fitted Into dips. PAC INTERNATIONAL INK — Types RSLGI, RSIC-V- 75. Framing Mlembors* — (Optional, Not Shown) —� As an alternate to Item 7, for single or double layer systems, furring channels and Steel Framing Mlembom on only one side d 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 S. Two layers of gypsum board attached to fusing channels as described in Item S. Not for use with Item SA and 5E. b. Seal Pr oming Members* — Used to attach furring channels (Item 788) to one side of studs (Item 2) only, Clips spaced 48 in, OC., and Secured to studs With two No. 8 x 2-112 M. coarse http://database.W.com/cgi-bin/XYV/template/LISEXT/ I FRAME/showpage.html9name=... 10/25/2012 ONE & TWO HOUR WALL ASSEMBLY DESIGN J/-11VIVCL VLIVICUV ARCHITECT FL. REG. AR0015027 TEL. 407. 967. 3109 soarcht @ yahoo.com P.O. BOX 784825 WINTER GARDEN, FL. 34778 PERMIT SET REVISIONS: NO DATE DESCRIPTION 3-25-12 JII CORP INSTRUMENTS OF SERVICE OWNERSHIP ALL REPORTS, PLANS, SPECIFICATIONS, COMPUTER FILES, FIELD DATA, NOTES INSTRUMENTS PREPARED BY THE AND OTHER DOCUMENTS AND RELATED INSTRUMENTS PREPARED BY THE ARCHITECT OR CONSULTANTS AS INTRUMENTS OF SERVICE SHALL REMAIN THE PROPERTY OF THE ARCHITECT OR CONSULTANT. THE ARCHITECT AND OR THE CONSULTANT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT THERETO. RESTAURANT INTERIOR BUILD -OUT FOR: JEREMIAH S ITALIAN ICE 7936 GALL BLVD ZEPHYRHILLS, FL 33541 SHEET FIRE RATED ASSEMBLY DETAILS F 2 U w I— U Q O w J O __J w c� G a (UL 263 DESIGN NUMBER U419) k