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HomeMy WebLinkAbout7810 and 7822 Gall BlvdList Of Abbreviations A A/C AIR CONDITION E EL ELEVATION L LAV LAVATORY S SC SOLID CORE AB ANCHOR BOLT ELEC ELECTRICAL LBL LABEL SCHED SCHEDULE ACT ACOUSTICAL CEILING TILE ELEV ELEVATOR LBS POUNDS SCP SCUPPER AD ADJUSTABLE, ADJACENT EMER EMERGENCY LF LINEAR FEET SD SOAP DISPENSER AFF ABOVE REF FINISHED EQ EQUAL LT WT LIGHT WEIGHT SEAL SEALANT FLOOR (SLAB) EQUIP EQUIPMENT SECT SECTION AHU AIR HANDLER UNIT ESC ESCALATOR M MAS MASONRY SF SQUARE FEET ALT ALTERNATE EWC ELECTRIC MAX MAXIMUM SHT SHEET ALUM ALUMINUM WATER COOLER MECH MECHANICAL SIM SIMILAR ANOD ANODIZED EXIST EXISTING MFR MANUFACTURER SPEC SPECIFICATION APPROX APPROXIMATE EXP EXPANSION MH MANHOLE SS STAINLESS STEEL, ARCH ARCHITECT EXT EXTERIOR MIN MINIMUM SERVICE SINK AUTO AUTOMATIC MIN MINIMUM, MINUTE STD STANDARD F FACP FIRE ALARM MISC MISCELLANEOUS STL STEEL B B 0 BOTTOM OF CONTROL PANEL MLDG MOLDING STOR STORAGE BD BOARD FD FLOOR DRAIN MO MASONRY OPENING STRUC STRUCTURAL BLDG BUILDING FDN FOUNDATION MR MOISTURE RESISTANT SUSP SUSPENDED BM BEAM FIN FINISHED MTD MOUNTED SY SQUARE YARD BRG BEARING FLR FLOOR MTL METAL BTM BOTTOM FR FIRE RESISTANT MUL MULLION T T TREAD BUR BUILT UP ROOF FR-S FIRE -RETARDANT T&G TONGUE & GROOVE WOOD TREATMENT N NIC NOT IN CONTRACT TBL TABLE C CB CATCH BASIN FT FEET, FOOT NOM NOMINAL TELE TELEPHONE CG CORNER GUARD FTG FOOTING NTS NOT TO SCALE TEMP TEMPERED CI CAST IRON FURR FURRING THK THICK CJ CONTROL JOINT FLIT FUTURE 0 OC ON CENTER TILT TOILET CL CENTER LINE OD OUTSIDE DIAMETER TO TOP OF CLG CEILING G GA GAUGE OPP OPPOSITE TPD TOILET PAPER CLO CLOSET GAL GALLON OVFL OVERFLOW DISPENSER CLR CLEAR GALV GALVANIZED TS TUBE STEEL CMU CONCRETE GB GRAB BAR P PL PLATE TV TELEVISION MASONRY UNIT GC GENERAL CONTRACTOR PLAM PLASTIC LAMINATE TYP TYPICAL CO CLEAN OUT GYP GYPSUM PLAS PLASTER COL COLUMN PLBG PLUMBING U LION UNLESS OTHER- CONC CONCRETE H HB HOSE BIBB PLWD PLYWOOD WISE NOTED CONST CONSTRUCTION HC HOLLOW CORE PNL PANEL UTIL UTILITY CONT CONTINUOUS HDW HARDWARE PR PAIR CONTR CONTRACTOR HM HOLLOW METAL PREFAB PREFABRICATED V VB VINYL BASE CORR CORRIDOR HORIZ HORIZONTAL PT POINT VCT VINYL COMPOSITE TILE CT CERAMIC TILE HR HOUR PT PRESSURE TREATED VERT VERTICAL CTR CENTER HT HEIGHT PTD PAPER TOWEL DISPENSER VEST VESTIBULE CU CONDENSING UNIT HTG HEATING PVC POLY VINYL CLORIDE VIF VERIFY IN FIELD CW COLD WATER HVAC HEATING, VENTILATING VTR VENT THRU ROOF & AIR CONDITIONING Q QT QUARRY TILE VWC VINYL WALL COVERING D DBL DOUBLE HW HOT WATER DEPT DEPARTMENT R R RADIUS, RISER, W W WIDTH DET DETAIL I ID INSIDE DIAMETER THERMAL RESISTANCE W/ WITH DF DRINKING FOUNTAIN IN INCH RD ROOF DRAIN W/0 WITHOUT DIA DIAMETER INCL INCLUDING RECP RECEPTACLE WC WATER CLOSET DIM DIMENSION INSUL INSULATION REF REFERENCE WD WOOD DISP DISPENSER INT INTERIOR REFR REFRIGERATOR WH WATER HEATER DN DOWN INV INVERT REG REGLET WP WATERPROOF DS DOWNSPOUT REINF REINFORCEMENT WT WEIGHT DWG DRAWING J JAN JANITOR REO REQUIRED WWF WELDED WIRE FABRIC E JB JUNCTION BOX REV REVISION WWM WELDED WIRE METAL EA EACH JT JOINT RM ROOM EB EXPANSION BOLT RND ROUND Y YD YARD EIFS EXTERIOR INSULATING L L LENGTH RO ROUGH OPENING FINISH SYSTEM LAM LAMINATE RTU ROOF TOP UNIT EJ EXPANSION JOINT Legend t�X GRID DESIGNATION BUILDING SECTION A301-2 A301-2 102 ROOM NUMBER SHEET NUMBER -� - SECTION NUMBER 102A DOOR NUMBER WALL SECTION A302-3 NUMBER 40 SHEET SECTION NUMBER WINDOW TYPE Legal Description A TRACT OF LAND LYING IN THE NORTHEAST 1/4 OF SECTION 34 AND IN THE NORTHWEST 1/4 OF SECTION 35, TOWNSHIP 25 SOUTH, RANGE 21 EAST, PASCO COUNTY, FLORIDA. THE SAME BEING A PORTION OF THE ZEPHYRHILLS COLONY COMPANT LANDS SUBDIVISION OF SAID SECTION 34 AND 35 AS SHOWN ON THE PLAT OR MAP THEREOF RECORDED IN PLAT BOOK 1, PAGE 55 OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA. LESS AND EXCEPT THAT PORTION OF SAID TRACTS 58 AND 59 CONVEYED IN OFFICIAL RECORDS BOOK 1902, PAGE 690, PUBLIC RECORDS OF PASCO COUNTY, FLORIDA. SAID LAND CONTAINING 60.76 ACRES MORE OR LESS. Vicinity Map NTS m CD CD Riac k pia rd LA lip KOSSIK RD Kass k Rd3a OijsAln Ad . Tall Dr n _I S' PROJECT Kyte4.rf Dr 1�1 SITE U Rd i 0111 . s Ptr+t fide t �r$s lei „ Aj n tv Jt a C? T prig ty POM Ltd . Prk (7-, r n A w Ave TreI16 Ave RuAnn Ave F , Te��1p Aug �1 �-t Ave� 'A�eA Rut d4re r For, King Rd Amca.,._ " Ave `, ge. P Of � � DAutjhtei v Pd Ave �I � knwz Ave C'I�n 'a r 7,1 ? untyLnVeILisAve of 141d°Kt fi4 '8 5+�var� Orient Avg a1:rc�# Ilvrc a °� yr Road. 4 4_ j COUNT ; GOAD 54 � „ ! s +4dv en .Ave � 4 irYit+t Ram Z e t o Leo e1 ki Ave �a .� pay r„�, � «� 7810, 7814, 7818 & 7822 GALL BLVD, ZEPHYRHILLS, FLORIDA Code Information JURISDICTION AUTHORITY CITY OF ZEPHYRHILLS 5335 8TH STREET ZEPHYRHILLS, FL 33542 3 SIGNED & SEALED SETS FOR PERMIT (813) 780-0020 - PHONE (813) 780-0021 - FAX ADOPTED CODES: 2 STOREFRONT TYPE A501-6 SECTION DETAIL BUILDING: FLORIDA BUILDING CODE, BUILDING - 2007 (WI 2009 AMENDMENTS) FIRE: FLORIDA FIRE PREVENTION CODE - 2007 (W/ 2009 AMENDMENTS) - SHEET NUMBER DETAIL NUMBER (CHAPTER 36 - NFPA 1 & NFPA 101 W/ STATE FIRE MARSHAL AMENDMENTS) -- WALL TYPE PLUMBING: FLORIDA BUILDING CODE, PLUMBING - 2007 (W/ 2009 AMENDMENTS) MECHANICAL: FLORIDA BUILDING CODE, MECHANICAL - 2007 (W/ 2009 AMENDMENTS) _ ELECTRICAL: FLORIDA BUILDING CODE, BUILDING - 2007 (W/ 2009 AMENDMENTS) `5 KEY NOTE A888-88 DETAIL REFERENCE (CHAPTER 27 - NFPA 70, NATIONAL ELECTRIC CODE) FUEL/GAS: FLORIDA BUILDING CODE, FUEL/GAS - 2007 (W/ 2009 AMENDMENTS) ACCESSIBILITY: FLORIDA BUILDING CODE, BUILDING - 2007 (W/ 2009 AMENDMENTS) SHEET NUMBER - DETAIL NUMBER (CHAPTER 11 - FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION). %6-\ REVISION NUMBER ENERGY: FLORIDA BUILDING CODE, BUILDING - 2007 (W/ 2009 AMENDMENTS) (CHAPTER 13 - FLORIDA ENERGY EFFICIENCY FOR BUILDING CONSTRUCTION). � TO SOMETHING �. XX' XX" ELEVATIONS TAGS f� L ( EXTERIOR ELEVATION A201-2 o > ' MARKERS N ,F BUILDING AND CONSTRUCTION DATA 1 ap% OCCUPANCY CLASSIFICATION (FBC 309) GROUP M - MERCANTILE +' SHEET NUMBER -ELEVATION NUMBER CONSTRUCTION TYPE (FBC TABLE 601) TYPE II-B, FULLY SPRINKLERED SPOT ELEVATION TAG • 1 MAXIMUM HEIGHT AND AREA (FBC TABLE 503) MAXIMUM HEIGHT 55'-0" - FOUR STORIES ,) ACTUAL HEIGHT 38'-6" - ONE STORY INTERIOR ELEVATION MAXIMUM AREA 12,500 SF �._ 4 A401 2 MARKERS ACTUAL AREA 9,300 SF NORTH ARROW SHEET NUMBER 3 - ELEVATION NUMBER BRICK + , G CONCRETE MASONRY COMPACTED ������' EARTH General Notes 1. ALL WORK WILL COMPLY WITH LOCAL, STATE, AND NATIONAL CODES RELATED TO THIS PROJECT. 2. THE WRITTEN DIMENSIONS PREVAIL ON THE CONSTRUCTION DOCUMENTS, DO NOT SCALE THESE DRAWINGS. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS AND CONDITIONS. IF ANY DISCREPANCY OCCURS THE CONTRACTOR SHALL NOTIFY THE ARC HITECT CHITECT IN WRITING BEFORE PROCEEDING WITH ANY WORK AFFECTED BY THE DISCREPANCY. 3. CONTRACTORS TO SECURE ALL PERMITS AND REQUIRED INSPECTIONS NECESSARY TO OBTAIN A CERIFICATE OF OCCUPANCY. 4. CONTRACTORS ARE TO PROVIDE ALL TEMPORARY UTILITIES AND INFRASTRUCTURE REQUIRED TO PERFORM THE WORK, INCLUDING FIRE A PROTECTION RE D S QUIRE DURING CONSTRUCTION. 5. EACH CONTRACTOR AND SUBCONTRACTOR IS EXPECTED TO REVIEW ALL CONTRACT DOCUMENTS AND SITE CONDITIONS PRIOR TO ISSUED BID. CHANGE ORDERS WILL NOT BE APPROVED FOR FAILURE TO DO SO. 6. PRODUCTS SPECIFIED OR OTHERWISE INDICATED IN THE CONTRACT DOCUMENTS SHALL NOT BE SUBSTITUED WITHOUT PRIOR WRITTEN APPROVAL FROM THE ARCHITECT AND OWNER. 7. THE CONTRACTOR SHALL HAVE INSTALLATION INSTRUCTIONS FOR ALL EQUIPMENT AND APPLIANCES ON SITE AT TIME OF INSPECTION. GYPSUM BOARD RIGID INSULATION MR BOARD 8. THIS CONTRACTOR SHALL COORDINATE ALL TRADES REQUIRED TO COMPLETE THIS PROJECT AS REQUIRED TO ACTIVATE THE USE OF THE FACILITY AS PLANNED. 9. THE EXISTING SHELL BUILDING IS FULLY SPRINKLERED AND HAS FLOW AND TAMPER FIRE ALARM MONITORING. THESE SYSTEMS SHALL BE MODIFIED AS NEEDED TO PROVIDE FIRE PROTECTION FOR THE SPECIFIED TENANT SPACES. THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED SHOP DRAWINGS AND HYDRAULIC CALCULATIONS TO THE LOCAL JURISDICTION FOR PERMITTING. NO WORK ON THE FIRE PROTECTION SYSTEMS SHALL TAKE PLACE UNTIL THE REQUIRED PERMITS ARE OBTAINED BY THE FIRE PROTECTION SUB CONTRACTOR. 10. ALL BUILDING MATERIALS SHALL COMPLY WITH THE REQUIRMENT S OF TYPE II-B CONSTRUCTION. ALL PLYWOOD SHEATHING AND WOOD BLOCKING SHALL BE FIRE RETARDANT TREATED (FRT) 11. SEE ENERGY CALCULATION ATTACHED TO THIS SUBMISSION 12. ALL WORK ON THE EXISTING BUILDING SHALL BE PERFORMED IN ACCORDANCE WITH ALL EXISTING WARRANTIES. THE CONTRACTOR SHALL CONTACT THE OWNER DIRECTLY TO OBTAIN ALL EXISTING WARRANTY INFORMATION. THE CONTRACTOR SHALL PROVIDE THE OWNER WITH DOCUMENTATION VERIFYING THAT ALL EXISTING WARRANTIES HAVE BEEN MAINTAINED. NOTE: WIND ZONE = 110 MPH. IMPORTANCE FACTOR = 1.00 BLDG CATEGORY = II, ENCLOSED. WIND EXPOSURE = B ALL MODIFICATIONS TO THE EXTERIOR DOORS, THE EXTERIOR WINDOWS, AND THE EXISTING ROOF SYSTEM SHALL BE PERFORMED IN ACCORDANCE WITH THE APPLICABLE MIAMI DADE NOTICE OF ACCEPTANCE (NOA). Contact Information CLIENT: PRIMERICA GROUP ONE, INC. 3629 MADACA LANE TAMPA, FL. 33618 (813) 933-0629 PHONE (813) 935-3420 FAX CONTACT: ADAM ROBINSON ARCHITECT: CUHACI & PETERSON, ARCHITECTS, LLC 1925 PROSPECT AVE ORLANDO FL 32814 (407) 661-9100 PHONE (407) 661-9101 FAX CONTACT: GABRIEL ROBERTSON CIVIL AVID GROUP ENGINEER: 8659 BAYPINE ROAD, STE 304 JACKSONVILLE, FLORIDA 32256 (904) 737-4001 PHONE (904) 252-7030 FAX CONTACT: BOB PIERRO CUHACI & PETERS ON, ARCHITECTS,LL C STRUCTURAL ENGINEER: 19 25 PROSPECT AVE ORLANDO, FL 32814 (407) 661-9100 PHONE (407) 661-9101 FAX CONTACT: BRETT RYLANDS MECHANICAL CUHACI & PETERSON, ARCHITECTS, LLC ENGINEER: 1925 PROSPECT AVE ORLANDO,2 1 FL 3 8 4 (407) 661-9100 PHONE (407) 661-9101 FAX CONTACT: JOE KEENE ELECTRICAL CUHACI & PETERSON, ARCHITECTS, LLC ENGINEER: 1925 PROSPECT AVE ORLANDO, FL 32814 (407) 661-9100 PHONE (407) 661-9101 FAX CONTACT: TIM NASH Tenant Buildout for Spaces F I F3 & F4 Building F at Zephyr Commons 78101781417818 & 7822 Gall Blvd, Zephyrhills, FL AREA OF INTERIOR WORK FOR F1-F3 Scope of Work 1. THE SCOPE IS LIMITED TO TENANT SPACES F1-F3 & F4 IN BLDG F. 2. THE SCOPE DOES NOT INCLUDE ANY WORK RELATED TO THE PARKING LOT, LANDSCAPING, SITE UTILITIES, SITE DRAINAGE, SITE LIGHTING, OR ANY OTHER SITE FEATURES.. 3. THE SCOPE DOES NOT INCLUDE ANY WORK ON ANY OF THE BUILDINGS IN THE SHOPPING CENTER OTHER THAN BLDG F. 4. THE SCOPE DOES NOT INCLUDE ANY WORK TO THE SIDEWALKS, HARDSCAPE AREAS, OR LANDSCAPE AEAS IMMEDIATELY ADJACENT TO ANY OF THE BUILDINGS. 5. THE SCOPE INCLUDES REPLACING THE FABRIC ON THE TWO STRIPED AWNINGS TO MATCH THE TWO SOLID AWNINGS, THE SCOPE DOES NOT INCLUDE ANY WORK TO ANY OF THE OTHER FINISHES, STONE WORK, OR DECORATIVE TRIM ON THE EXTERIOR ELEVATIONS OF ANY OF THE BUILDINGS. 6. THE SCOPE INCLUDES PROVIDING ONE NEW SINGLE STOREFRONT DOOR. IT INCLUDES REMOVING THREE EXISTING SINGLE STOREFRONT DOORS AND REPLACING THEM WITH GLASS. IT INCLUDES REMOVING ONE EXISTING SINGLE STOREFRONT DOOR AND REPLACING IT WITH A DOUBLE DOOR. THE SCOPE DOES NOT INCLUDE ANY WORK TO ANY OF THE DECORATIVE WINDOWS. 7. THE SCOPE INCLUDES ADDING ONE HOLLOW METAL DOUBLE DOOR TO THE REAR OF THE BUILDING. IT INCLUDES WELDING THREE OF THE EXISTING HOLLOW METAL DOORS SHUT. 8. THE SCOPE DOES NOT INCLUDE ANY WORK ON THE EXISTING ROOF SYSTEM OTHER THAN WHAT IS REQUIRED TO ADD EXHAUST FAN VENTS AND SANITARY VENTS FOR THE NEW RESTROOMS. THE SCOPE DOES NOT INCLUDE ANY WORK ON THE SHINGLE ROOFS OR ON THE ROOF DRAINAGE SYSTEMS. 9. THE SCOPE ON THE FRONT FRAMED WALL SHALL BE LIMITED TO WHAT IS NEEDED TO CONSTRUCT THE NEW TENANT DEMISING WALLS. THE EXISTING 1 HOUR FIRE RATING SHALL BE MAINTAINED. 10. THE SCOPE INCLUDES ONE TENANT DEMISING WALL AND TWO STOCK ROOM WALLS. 11. THE SCOPE INCLUDES ADDING SHEATHING OVER METAL FURRING AND RIGID INSULATION ON THE INSIDE OF SEVERAL OF THE MASONRY WALLS. 12. THE SCOPE INCLUDES INSTALLING THREE NEW RESTROOMS PER ADA REQUIRMENTS. 13. THE SCOPE INCLUDES INSTALLING ACT CEILINGS IN SPACE F4 AND IN THE RESTROOMS OF SPACE F1-F3. THE REST OF SPACE F1-F3 WILL HAVE NO CEILING WITH THE STRUCTURE ABOVE PAINTED WHITE. 14. THE SCOPE DOES NOT INCLUDE ANY WORK ON THE FOUNDATIONS, COLUMNS, BEAMS, JOISTS, ROOF DECK, OR TRUSSES. THE SCOPE DOES NOT INCLUDE ANY STRUCTURAL WORK TO THE EXISTING LIGHT GAUGE FRAMING. THE SCOPE INCLUDES PROVIDING A NEW MASONRY OPENING. 15. THE SCOPE DOES NOT INCLUDE ANY SAW -CUTTING OF THE EXISTING FLOOR SLAB. 16. THE SCOPE INCLUDES POURING A NEW SLAB IN THE AREA OF THE EXISTING SLAB LEAVEOUT. 17. THE EXISTING BUILDING HAS A FIRE SPRINKLER SYSTEM WITH THE HEADS TURNED UP. THE SCOPE INCLUDES MODIFYING THE SYSTEM AS NEEDED TO ACCOMODATE THE BUILD OUT. THE SCOPE INCLUDES DESIGN AND PERMITTING BY THE FIRE SPRINKLER SUBCONTRACTOR'S SPECIALTY ENGINEER THROUGH HIS SHOP DRAWINGS. 18. THE SCOPE INCLUDES PROVIDING NEW SANITARY SERVICE, NEW VENT SYSTEM, AND NEW POTABLE WATER SERVICE FOR THE RESTROOMS. 19. THE SCOPE DOES NOT INCLUDE ANY WORK TO ANY UNDERGROUND SANITARY LINES OTHER THAN WHAT IS REQUIRED FOR CONNECTION OF THE NEW SANITARY LINES. THE SCOPE DOES NOT INCLUDE ANY WORK TO ANY OF THE EXISTING CLEAN OUTS. 2 C� S bu t 14 job ALL WORK SHALL COMPLY WITH ALL PREVAILING CODES, FLORIDA BUILDITI'G CODE, NATIONAL ELECTRIC CODE AND CITY OF ZEPHYRHILLS ORDINANCES AREA OF INTERIOR WORK FOR F4 L/D � U 00 N M � � o 0 LL � Q � o •U C 7 U w Cn U _ Cn 0 Lo CN 20. THE SCOPE INCLUDES REMOVAL OF ANY UNUSED PORTION OF EXISTING ABOVE GROUND STUB INS. 21. THE SCOPE DOES NOT INCLUDE ANY FLOOR DRAINS OR ANY STUB OUTS FOR FUTURE CONNECTION TO THE SANITARY OR VENT SYSTEMS. 22. THE SCOPE DOES NOT INCLUDE ANY WORK TO THE WATER METER, THE 1" COLD WATER MAIN, OR ANY OF THE VALVES. THE SCOPE DOES NOT INCLUDE ANY WORK TO THE 1" COLD WATER BRANCH LINES OTHER THAN WHAT IS REQUIRED FOR CONNECTION OF THE NEW COLD WATER PIPING. 23. THE SCOPE INCLUDES INSTALLING SUB METERS PROVIDED BY THE OWNER. 24. THE SCOPE DOES NOT INCLUDE ANY PROVISIONS FOR HOT WATER OR ANY STUB OUTS OR VALVES FOR FUTURE CONNECTION TO THE COLD WATER SYSTEM. 25. THE SCOPE DOES NOT INCLUDE ANY WORK RELATED TO GAS OR GREASE. 26. THE SCOPE DOES NOT INCLUDE ANY WORK TO THE EXISTING RTUS OTHER THAN WHAT IS REQUIRED TO CONNECT NEW HVAC DUCTING. THE SCOPE DOES NOT INCLUDE ANY WORK ON THE CONDENSATE LINES. 27. THE SCOPE INCLUDES PROVIDING A FULL HVAC SYSTEM. 28. THE SCOPE DOES NOT INCLUDE ANY WORK TO THE BUILDING TRANSFORMER, SECONDARY CONDUIT, +G� z SECONDARY WIRE, MAIN DISCONNECT, WIREWAY, TENANT METERS OR TENANT DISCONNECTS. > CD m 6' 29. THE SCOPE INCLUDES PROVIDING ONE NEW 200 AMP TENANT PANEL AND ONE NEW 400 AMP TENANT 0� d Q � PANEL. THE NEW TENANT PANELS SHALL BE CONNECTED TO THE EXISTING DISCONNECTS VIA NEW WIRE z It PULLED THROUGH THE EXISTING EMPTY CONDUITS. > U_ Uj 30. THE SCOPE INCLUDES PROVIDING NEW POWER RECEPTACLES WIRED TO THE TENANT PANEL. "' 31. THE SCOPE DOES NOT INCLUDE ANY CHANGES TO THE EXISTING SIGN JUNCTION BOXES ON THE FRONT OF THE BUILDING. THE SCOPE INCLUDES WIRING SEVERAL OF THESE JUNCTION BOXES TO THE TENANT PANELS. 32. THE SCOPE INCLUDES WIRING THE EXISTING RTUS AND ALL OTHER COMPONENTS OF THE HVAC SYSTEM TO THE TENANT PANELS. 33. THE SCOPE DOES NOT INCLUDE ANY CHANGES TO THE SCONCE FIXTURES ON THE FRONT OF THE BUILDING OR THEIR WIRING. p� 34. THE SCOPE DOES NOT INCLUDE ANY CHANGES TO THE EXISTING WALL MOUNTED LIGHT FIXTURES ON THE REAR OF THE BUILDING OTHER THAN WIRING THEM TO THE TENANT PANELS VIA LIGHT SWITCHES. I 35. THE SCOPE INCLUDES NEW EXIT AND EMERGENCY LIGHTING THAT WILL BE WIRED TO THE NEW TENANT �--� ELECTRICAL PANELS. 36. THE SCOPE INCLUDES PROVIDING NEW FLUORESCENT LIGHT FIXTURES WIRED TO THE TENANT ELECTRICAL PANELS. THE SCOPE INCLUDES LAY IN LIGHT FIXTURES IN AREAS WITH CEILINGS AND V 0 SUSPENDED LIGHT FIXTURES IN AREAS WITHOUT CEILINGS. cC�i 37. THE SCOPE DOES NOT INCLUDE ANY CHANGES TO THE EXISTING TELEPHONE STUB INS THAT WILL REMAIN FOR FUTURE TENANT USE. THE SCOPE DOES INCLUDE REMOVAL OF THE ABOVE GROUND O PORTIONS OF THE CONDUITS THAT WILL NOT BE USED BY THE FUTURE TENANT. O 38. THE EXISTING BUILDING HAS A FIRE ALARM SYSTEM. THE SCOPE INCLUDES MODIFYING THE SYSTEM A NEEDED FOR THE TENANT BUILD OUT. THE SCOPE INCLUDES DESIGN AND PERMITTING OF THE FIRE ALARM SYSTEM BY THE CONTRACTOR THROUGH SHOP DRAWINGS. 04EVIEW DATE J/-S 0 X/ 91TY OF 2EPHYRHILL � UAM1NER `�� �C -G f ' L/✓'l�i i�-I ct Drawing Index PERMIT SET REVI SHEET N0. TITLE ON SHEET 2009_10-30 2009 ) �MM 3ION1 _12-07 ----- ARCHITECTURAL A000 COVER SHEET X; i I - A100 , PROJECT SITE PLAN _ _ X A101- LIFE SAFETY PLAN_- T X X I ; -- A103 _._ REFLECTDNCEILING PLAN _ X X �. rf Al04 .__ DETAILS I X A001-AO04 :. SPECIFICATIONS _ X FIRE PROTECTION _ I, 3 I FIRE PROTECTION NOTE - THE EXISTING SHELL BUILDING IS FULLY SPRINKLERED. THE SPRINKLER SYSTEM SHALL BE MODIFIED AS NEEDED TO ACCOMODATE THE TENANT BUILD OUT. ALL MODIFICATIONS TO THE SYSTEM SHALL BE DESIGNED BY THE CONTRACTOR. THE CONTRACTOR SHALL SUBMIT SIGNED & SEALED SHOP DRAWINGS & HYDRAULIC CALCULATIONS TO THE LOCAL JURISDICTION FOR PERMITTING. PLUMBING P101 - PLUMBING GENERAL INFO, FLOOR PLAN & RISERS T X MECHANICAL M101 n MECHANICAL GENERAL INFORMATION & FLOOR PLAN X ®- - _.... ..._. i,.._. ,..-_.-......_...._.......,...,...-...._. € _..- ..gym,._... C 1...-..._.-._... ELECTRICAL W. EXX ( ` I E101 ELECTRICAL POWER PLAN E 201 ELECTRICAL LIGHTING PLAN E501 ELECTRICAL SPECIFICATIONS S FIRE ALARM NOTE - THE EXISTING SHELL BUILDING HAS A FIRE ALARM SYSTEM. THE FIRE ALARM SYSTEM SHALL BE MODIFIED AS NEEDED TO ACCOMODATE THE TENANT BUILD OUT. ALL MODIFICATIONS TO THE FIRE ALARM SYSTEM SHALL BE DESIGNED BY THE CONTRACTOR. THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED SHOP DRAWINGS TO THE LOCAL JURISDICTION FOR PERMITTING. I Il FIRE HYDRANT ' RE: CIVIL PLANS { i FIRE HYDRANT RE: CIVIL PLANS Bldg B EXISTING BUILDING TO REMAIN AS IS. Bldg C EXISTING BUILDING TO REMAIN AS IS. ID z FIRE HYDRANT RE: CIVIL PLANS -- - • FIRE HYDRANT RE: CIVIL PLANS — — • 'I 1 -• I r�� �" _ • • "II HANDICAP RAMP :: I i ii I I I I i i, ...---------------------------------------- ---- --- —--- -------------------------... —... ---------- ---- '�� = rf '----I Overall Project Site Plan N SCALE: 1" = 4V-0" THIS SET OF DRAWINGS IS LIMITED TO TENANTS F1-F3 & F4 ONLY. REFER TO THE COVER SHEET FOR A COMPLETE DESCRIPTION OF THE SCOPE OF WORK COVERED IN THIS SET OF DRAWINGS. BUIILDINGS B, C, D, & E ARE EXISTING AND ARE TO REMAIN AS IS. ALL OTHER FUTURE BUILDINGS AND PARCELS SHALL BE DESIGNED, PERMITTED, AND CONSTRUCTED SEPARATELY. FOR COMPLETE SITE WORK INFORMATION, REFER TO THE CIVIL DRAWINGS PREPARED BY AVID. FOR COMPLETE LANDSCAPE AND IRRIGATION INFORMATION, REFER TO THE CIVIL DRAWINGS PREPARED BY AVID. FOR COMPLETE SITE LIGHTING INFORMATION, REFER TO THE BUILDING F SHELL ELECTRICAL DRAWINGS. Ir J Elevation & Grading Notes 1. ABBREVIATIONS: TOS - TOP OF FLOOR SLAB INSIDE BUILDING TOC - TOP OF CURB AT EDGE OF SIDEWALK TOP - TOP OF PAVING 2. EXISTING TOS=113.W. 3. ALL SIDEWALKS ARE EXISTING AND START 1/4" BELOW THE TOS AT ALL DOORS. 4. ALL NEW AND EXISTING EXTERIOR DOORS SHALL HAVE THRESHOLDS THAT SHALL NOT EXCEED 1/2" IN HEIGHT. 5. ALL SIDEWALKS ARE EXISTING AND SLOPE AWAY FROM THE BUILDING AT A RATE BETWEEN 1% MIN AND 2% MAX. 6. AT ALL FRONT SIDEWALKS, TOC IS 6" MAX ABOVE ADJACENT TOP. 7. AT ALL REAR SIDEWALKS, TOC IS FLUSH WITH ADJACENT TOP. 8. ALL HANDICAP RAMPS ARE EXISTING AND HAVE A SLOPE OF 1:14 MAX. THE SURFACES OF ALL CURB RAMPS HAVE RAISED DETECTABLE WARNING FINISHES. 9. THE BOTTOMS OF ALL HANDICAP RAMPS ARE FLUSH WITH THE ADJACENT TOP 10. REFER TO CIVIL DRAWINGS FOR EXACT ELEVATIONS. 11. THE CONTRACTOR SHALL FIELD VERIFY ALL SIDEWALK AND GRADING CONDITIONS PRIOR TO STARTING WORK. THE GC SHALL NOTIFY THE ARCHITECT IMMEDIATELY IF ANY OF THE EXISTING CONDITIONS DO NOT MEET ADA REQUIREMENTS. Fire Marshal's Checklist EGRESS TRAVEL AND EXITS RE: LIFESAFETY PLAN & CODE INFO ON A101 EXIT AND EMERGENCY LIGHTS RE: LIFESAFETY PLAN ON A101 A FIRE ALARM SYSTEM WILL BE DESIGNED AND PERMITTED BY SMOKE DETECTORS CONTRACTOR'S SHOP DRAWINGS. RE: CODE INFORMATION ON A101 FIRE EXTINGUISHERS RE: LIFESAFETY PLAN ON A101 FOR LOCATIONS FIRE RATED WALLS RE: LIFESAFETY PLAN ON A101 FOR LOCATIONS & UL DETAILS ALL DOORS SHALL HAVE HARDWARE THAT COMPLIES WITH PANIC HARDWARE REQUIREMENTS FOR EGRESS AND ADA ACCESSIBILITY. RE: LIFESAFETY PLAN ON A101 FOR DOOR LOCATIONS DUCT DETECTORS SHALL BE PROVIDED AS REQUIRED BY SMACNA, NFPA, DUCT DETECTORS AS WELL AS ANY OTHER APPLICABLE CODE RE: MECHANICAL DRAWINGS FOR HVAC INFORMATION EMERGENCY GENERATOR NONE REQUIRED. NONE PROVIDED. RE: A101 FOR ROOM FINISH INFO & CODE INFORMATION INTERIOR FINISHES FOR FLAME SPREAD RATINGS SITE PLAN SHOWING ADJACENT RE: OVERALL PROJECT SITE PLAN ON A100. FOR COMPLETE SITE ROADWAYS, BUILDINGS, AND WORK AND UTILITY INFORMATION, RE: CIVIL DRAWINGS BY AVID. FIRE HYDRANTS FIRE ALARM PROVIDED. TO BE DESIGNED AND PERMITTED BY FIRE ALARM CONTRACTOR'S SHOP DRAWINGS. RE: CODE INFORMATION ON A101 FULL SYSTEM PROVIDED. TO BE DESIGNED AND PERMITTED BY SPRINKLERS CONTRACTOR'S SHOP DRAWINGS. RE: CODE INFORMATION ON A101 GAS USAGE NONE REQUIRED. NONE PROVIDED. �A %o CN kn O U a -- 00 +% M CCd w � ai ��ll� � V V W O Q 0 V W Cu VQ° M ■poi w E¢Q 'L.NF- � w CL M iQ- U Cn 0 E E 0 U L 0-1 u- N o (� m u- Q C Q M � um � J � J u- N a) OD Cu CnOreJ Cu0� U a W LLJ 0 r-N a z 0 s 0 4- w OW a w ~ Cn w CD w a U w cCn o N JI= S O Lu N N 0 rn d o U w CM 8 Z m w 0 C-) TENANT BUILD OUT Al 00 _� 1 Code Information JURISDICTION AUTHORITY CITY OF ZEPHYRHILLS 5335 8TH STREET ZEPHYRHILLS. FL 33542 ADOPTED CODES: 3 SIGNED & SEALED SETS FOR PERMIT (813) 780-0020 - PHONE (813) 780-0021 - FAX BUILDING: FLORIDA BUILDING CODE, BUILDING - 2007 (WI 2009 AMENDMENTS) FIRE: 2 FLORIDA FIRE PREVENTION CODE 007 /2 009 AMENDMENTS (CHAPTER 36 - NFPA 1 & NFPA 101 W/ STATE FIRE MARSHAL AMENDMENTS) PLUMBING: FLORIDA BUILDING CODE, PLUMBING - 2007 (W/ 2009 AMENDMENTS) MECHANICAL: FLORIDA BUILDING CODE, MECHANICAL - 2007 (W/ 2009AMENDMENTS) ELECTRICAL: FLORIDA BUILDING CODE, BUILDING - 2007 (W/ 2009 AMENDMENTS) (CHAPTER 27 - NFPA 70, NATIONAL ELECTRIC CODE) FUEUGAS: FLORIDA BUILDING CODE, FUEDGAS - 2007 (W/ 2009 AMENDMENTS) ACCESSIBILITY: FLORIDA BUILDING CODE, BUILDING - 2007 (W/ 2009 AMENDMENTS) FLORIDA CONSTRUCTION). I2007 ENERGY: FLOR D BUILDING CO EBUILDING ( W/ 2009 AMENDMENTS) (CHAPTER 13 - FLORIDA ENERGY EFFICIENCY FOR BUILDING CONSTRUCTION). BUILDING AND CONSTRUCTION DATA OCCUPANCY CLASSIFICATION (FBC 309) CONSTRUCTION TYPE (FBC TABLE 601) MAXIMUM HEIGHT AND AREA (FBC TABLE 503) MAXIMUM HEIGHT ACTUAL HEIGHT MAXIMUM AREA ACTUALAREA EXISTING REAR SIDEWALK IS FLUSH WITH TOP OF ADJACENT PAVEMENT GROUP M - MERCANTILE TYPE II-B, FULLY SPRINKLERED 55'-0" - FOUR STORIES 38'-6" - ONE STORY 12,500 SF 9,300 SF ALL NEW DOOR HARDWARE SHALL MEET ADA REQUIREMENTS EXISTING DOOR TO BE REPLACED NEW 36" DOOR (33" CLEAR WITH NEW 72' DOOR (TWO 36" LEAVES) WHEN DOOR IS OPEN). (66" CLEAR WHEN DOOR IS OPEN) EGRESS CAPACITY = 165 PEOPLE EGRESS CAPACITY = 330 PEOPLE 1 EXIT LIGHT -EMERGENCY LIGHT P 1 E \ M 1 DI 1 % 3 k 1 1 1 1 1 1 1 1 1 EMERGENCY 1 LIGHT ` 1 1 3 V -EMERGENCY LIGHT 3 EXISTING SIDE SPACE F1-F3 A PUBLIX HAS A 2 ALL WORK RE WALL SHALL B AS TO MAINTAI EXISTING FIRE 7` EMERGENCY LIGHT PA MA FIRE RATING REQUIREMENTS FBC TABLES 601 & 602 - FIRE RATING REQUIREMENTS FOR CONSTRUCTION TYPE II-B ELEMENT REQUIRED FIRE RATING STRUCTURALFRAME OHR LOAD BEARING EXTERIOR WALLS 2 HR (F.S.D. < 5') LOAD BEARING EXTERIOR WALLS 1 HR PROVIDED AS (F.S.D. BETWEEN 5' & 10') PART OF SHELL LOAD BEARING EXTERIOR WALLS 0 HR (F.S.D. > 10') ROOF CONSTRUCTION 0 HR FLOOR CONSTRUCTION 0 HR NON BEARING INTERIOR WALLS 0 HR F.S.D. IS FIRE SEPARATION DISTANCE FBC 708 - OTHER FIRE RATING REQUIREMENTS TENANTS SHALL BE SEPARATED BYA MIN 1 HR FIRE BARRIER FBC 803 - CLASSIFICATION OF INTERIOR FINISHES FBC 803.1 - FLAMESPREAD A-FLAMESPREAD 0-25, SMOKE DEV. 0-450 CLASSIFICATIONS B-FLAMESPREAD 26-75, SMOKE DEV. 0-450 C-FLAMESPREAD 76-200, SMOKE DEV. 0-450 TABLE 803.5 - REQUIRED EXIT PASSAGEWAYS - CLASS B FLAMESPREAD FOR MERCANTILE EXIT ACCESS CORRIDORS - CLASS C OCCUPANCY (SPRINKLERED) ROOMS & OTHER SPACES - CLASS C FIRE PROTECTION SYSTEMS, FBC 900 FBC 903 - SPRINKLERS DESIGN STANDARD NFPA 13 AS MODIFIED BY NFPA231 & NFPA 231C FBC 903.2.6 - GROUP M REQUIREMENTS SPRINKLERS REQUIRED IN GROUP M WHEN GROSS AREA > 12,000 SF (PROVIDED) FBC 906 - PORTABLE FIRE EXTINGUISHERS EACH TENANT SPACE IS PROVIDED WITH A PORTABLE FIRE EXTINGUISHER FBC 907.2.7 - FIRE ALARMS FIRE ALARMS REQUIRED IN GROUP M WHEN OCCUPANT LOAD > 500 (PROVIDED) THIS BUILDING HAS A FULL FIRE SPRINKLER SYSTEM. THE CONTRACTOR SHALL PREPARE SHOP DRAWINGS FOR REVISIONS TO THE SYSTEM AS NEEDED FOR THE BUILDOUT OF THE SPACE. THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED SHOP DRAWINGS TO THE LOCAL JURISDICTION AS REQUIRED FOR PERMITTING. THIS BUILDING HAS A FIRE ALARM SYSTEM. THE CONTRACTOR SHALL PREPARE SHOP DRAWINGS FOR REVISIONS TO THE SYSTEM AS NEEDED FOR THE BUILDOUT OF THE SPACE. THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED SHOP DRAWINGS TO THE LOCAL JURISDICTION AS REQUIRED FOR PERMITTING. MEANS OF EGRESS, FBC 1000 OCCUPANCY CLASSIFICATION MERCANTILE (SPRINKLERED) FLOOR AREAS AT GRADE FBC 1004.1.1 - OCCUPANT LOAD 1 PERSON / 30 SF (GROSS) FBC 1005.1 - EGRESS WIDTH / PERSON 0.2" /PERSON FBC 1008.1.1 - MIN. CLEAR DOOR OPENING 32" MIN FBC 1016.1 - MAX. TRAVEL DISTANCE 250' MAX FBC 1019.1 - MIN. NUMBER OF EXITS 2 WHEN OCCUPANT LOAD 1-500 FIRE - ® EXTINGUISHER TENANT GROUP SIZE (SF) OCCUR LOAD 1 ♦♦ \ ,N,I A I F1-F3 M 7,800 1/30 260 F4 M 1,500 1 /30 50 ♦ I 1\ 1 Lo ♦ I FBC PLUMBING 403 - MINIMUM FACILITIES / \ I ♦\ 1 OCCUPANCY - MERCANTILE (1 PERSON PER 30 SF I PFBC TABLE 403.1 - # OF FIXTURES REQUIRED PER I 1 MEN'S WATER CLOSETS 1 / 500 BA WOMEN'S WATER CLOSETS 1 / 500 DRI v i EXISTING DOOR TO BE - ' l ( REPLACED WITH GLAZING ! 1 1 i ■ FT a i fI ._ . -_. i ;Fq ter. , \ NEW 72" DOOR (TWO 36" LEAVES) - - EXISTING (66" CLEAR WHEN DOOR IS OPEN) KNOX BOX EGRESS CAPACITY = 330 PEOPLE F31 , �� - .'..'. I 1, EXISTING DOORS TO BE REPLACED WITH GLAZING .. F-3 ,) F-4 ' ; F-6 i _' -� 2 Life Safety Plan eN SCALE: 1/8" = V-0" I EGRESS WIDTH # OF EXITS (REQ'D / PROV'D) (REQ'D / PROV'D) 52" / 165" 2/3 10"/66" 2/2 GROSS) R PERSON THTUB /SHOWER NOT REQUIRED NKING FOUNTAINS 1 / 1,000 RVICE SINK NOT REQUIRED Q TURES (REQUIRED / PROVIDED ( Q ) WOMEN'S SHARED WC LAV WC LAV DF 1/1 1/1 NA NA 1/2 NA NA 1/1 1/1 112 EQUIRED IN GROUP M HAN 3,000 SF ALL EXISTING DOOR HARDWARE MEETS ADA REQUIREMENTS EXISTING 36" REAR DOOR (33" CLEAR WHEN DOOR IS OPEN) EGRESS CAPACITY =165 PEOPLE - ' EXIT N',' LIGHT 1 1 1 EMERGENCY 1 i LIGHT 1 I 11 j 1 J� 1 - -PATH OF 1 EGRESS 1 1 MAX EXIT 1 1 DISTANCE 1 1 = 70' 1 1 1 1 1 1 1 1 1 1 I 1 \ 1 1 1 1 1 \ 1 1 1 1 1 \ 1 1 1 1 SPACE F4 1 1 1,500 SF I MESPACEILE ; 1 OCCUPANT 1 LOAD = 1 50 PEOPLE 1 \ 1 1 1 \ 1 1 1 1 I 1 b 1 1 1 1 I PATH OF I EGRESS 1 `- EMERGENCY MAX EXIT 1 LIGHT DISTANCE 1 = 70' \ 1 1 - EXIT LIGHT ===13\ � �',® NEW 36" DOOR - . /. . (33" CLEAR WHEN 1_' .' _ DOOR IS OPEN11 EGRESS CAPACITY I =165 PEOPLE - -i i1. ` F-7 ) �F-10ii)F-11 'I _ . - - - - -- EXISTING HANDICAP RAMP 3 UL Details SCALE: NTS Design No. U419 (November 14, 2007) Nonbearing Wall Ratings - 1, 2, 3 or 4 Hr (See Items 4 & 5) 8 L 1. Floor and Ceiling Runners - (Not shown) - For use with Item 2 - Channel shaped, fabricated from min 25 MSG corrosion -protected steel, min width to accommodate stud size, with min 1 in. long legs, attached to floor and ceiling with fasteners 24 in. OC max. I A. Floor and Ceiling Runners* - Not shown - In lieu of Item 1 - For use with Item 2A, proprietary channel shaped, min. 3-5/8 in. wide with 1 in. long legs, fabricated from min. 0.0150 in. (0.0146 in., min bare metal thickness) galvanized steel, attached to floor and ceiling with fasteners 24 in. OC max. - Dietrich Industries Inc - U1traSTEELO. 1 B. Floor and Ceiling Runners - (Not shown - In lieu of Item 1) - For use with Item 2A, proprietary channel shaped, min. 2-9/16 in. wide with 1-3/16 in. wide flanges, fabricated from min. 0.0150 in. galvanized steel, attached to floor and ceiling fasteners 24 in. OC. max. - Dietrich Industries Inc - U1traSTEEL®. 2. Steel Studs - Channel shaped, fabricated from min 25 MSG corrosion -protected steel, min width as indicated under Item 5, min 1-1/4 in. flanges and 1/4 in. return, spaced a max of 24 in. OC. Studs to be cut 3/8 to 3/4 in. less than assembly height. 2A. Steel Studs* - In lieu of Item 2 - Proprietary channel shaped studs, min. width as indicated under Item 5, min. 1-1/4 in. long legs and 1/4 in. long folded back return flange legs, fabricated from min. 0.0155 in. (0.0149 in., min bare metal thickness) galvanized steel, spaced a max of 24 in. OC. Studs to be cut 3/8 to 3/4 in. less than assembly height. Allowable use of studs is shown in the table below. For direct attachment of gypsum board only. - Dietrich Industries Inc - UltraSTEELO. 2B. Steel Studs - (As an alternate to Item 2, For use with Item 513) Channel shaped, fabricated from min 20 MSG (0.0327 in. thick) corrosion -protected or galv steel, 3-1/2 in. min width, min 1-1/2 in. flanges and 1/4 in. return, 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. 3. Wood Structural Panel Sheathing - (Optional, For use with Item 5 Only.)- (Not Shown) - 4 ft wide, 7/16 in. thick oriented strand board (OSB) or 15/32 in. thick structural 1 sheathing (plywood) complying with DOC PSI or PS2, or APA Standard PRP-108, manufactured with exterior glue, applied horizontally or vertically to the steel studs. Vertical joints centered on studs, and staggered one stud space from wallboard joints. Attached to studs with flat -head self -drilling tapping screws with a min. head diam. of 0.292 in. at maximum 6 in. OC. in the perimeter and 12 in. OC. in the field. 4. Batts and Blankets* - (Required as indicated under Item 5) - Mineral wool batts, friction fitted between studs and runners. Min nom thickness as indicated under Item 5. See Batts and Blankets (BKNV or BZJZ) Categories for names of Classified companies. 4A. Batts and Blankets* - (Optional) - Placed in stud cavities, any glass fiber or mineral wool insulation bearing the UL Classification Marking as to Surface Burning Characteristics and/or Fire Resistance. See Batts and Blankets (BKNV or BZJZ) Categories for names of Classified companies. 5. Gypsum Board* - Gypsum panels with beveled, square or tapered edges, applied vertically or horizontally. Vertical joints centered over studs and staggered one stud cavity on opposite sides of studs. Vertical joints in adjacent layers (multilayer systems) staggered one stud cavity. Horizontal joints need not be backed by steel framing. Horizontal edge joints and horizontal butt joints on opposite sides of studs need not be staggered. Horizontal edge joints and horizontal butt joints in adjacent layers (multilayer systems) staggered a min of 12 in. The thickness and number of layers for the 1 hr, 2 hr, 3 hr and 4 hr ratings are as follows: Wallboard Protection on Each Side of Wall ................... _ ....,._ ... .._ _ . �.......... .., -,- _.�...�...- ..:.� ,......_ Min Min I No. of Min Stud Stud Layers Thkns of Depth, ' Depth, & Thkns Insulation Rating Item Z Item 2A of Panel (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, 1/2 in. thick !. 1-1/2 in. 111. 1 1-5/8 I 3-5/8 1 1 layer, 3/4 in. thick Optional - ­1 _..: i . 2 1 5/8 ? 2-1/2 2 layers, 1/2 in. thick Optional .............__... __.-... }..-.�.....................3.......................... '..........I........I.... --- .:..... ....... ..... ........................- _....: 2 j 1-5/8 2-1/2 2 layers, 5/8 in. thick Optional . : 2 3 1/2 3 5/8 1 layer, 3/4 in. thick 3 m ........................:.....t...........__.. ,-...:............ -.. _ _. 3 1 5/8 , 2-1/2 � 3 layers, 1/2 in. thick Optional r._,_....,...,_,..,,.,,__._,_,_.----,.,,,,,__,_,_,.,_.-..�.�.._.._._..(.,,V.__._.,,,_........_.............._.._._,_...-....__.,_..,, .._._._...___...._.,- 3 1-5/8 2-1/2 2 layers, 3/4 in. thick Optional , 3 1 5/8 , 2-1/2 i 3 layers, 5/8 in. thick Optional .........................-.........-....................-........... �.....-...�........m............... .............,_.,..,...,... 4 1-5/8 2-1/2 4 layers, 5/8 in. thick Optional`: 4 1-5/8 2-1/2 4 layers, 1/2 in. thick Optional 4 2-1/2 = 2-1/2 2 layers, 3/4 in. thick 2 in. CANADIAN GYPSUM COMPANY - 1/2 in. thick Type C, IP-X2 or IPC-AR; WRC, 5/8 in. thick Type AR, C, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, WRX or WRC; 3/4 in. thick Types IP-X3 or ULTRACODE United States Gypsum CO - 1/2 in. thick Type C, IP-X2, IPC-AR or WRC; 5/8 in. thick Type SCX, SHX, WRX, IP-XI, AR, C, WRC, FRX-G, IP-AR, IP-X2, IPC-AR ; 3/4 in. thick Types IP-X3 or ULTRACODE USG MEXICO S A DE C V - 1/2 in. thick Type C, IP-X2, IPC-AR or WRC; 5/8 in. thick Type AR, C, IP- AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, WRX, WRC or; 3/4 in. thick Types IP-X3 or ULTRACODE When Item 7B, Steel Framing Members*, is used, Nonbearing Wall Rating is limited to I Hr. Min. stud depth is 3-1/2 in., min. thickness of insulation (Item 4) is 3 in., and two layers of gypsum board panels (1/2 in. or 5/8 System No. W-L-1001 (June 15, 2005) F Ratings -1, 2, 3 and 4 Hr (See Items 2 and 3) T Ratings - 0, 1, 2, 3, and 4 Hr (See Item 3) L Rating At Ambient - less than 1 CFM/sq ft L Rating At 400 F - less than I CFM/sq ft SECTION A -A 1. Wall Assembly - The 1, 2, 3 or 4 hr fire -rated gypsum wallboard/stud wall assembly shall be constructed of the materials and in the manner described in the individual U300 or U400 Series Wall or Partition Designs in the UL Fire Resistance Directory and shall include the following construction features: A. Studs - Wall framing may consist of either wood studs (max 2 h fire rated assemblies) or steel channel studs. Wood studs to consist of nom 2 by 4 in. (51 by 102 mm) lumber spaced 16 in. (406 mm) OC with nom 2 by 4 in. (51 by 102 mm) lumber end plates and cross braces. Steel studs to be min 3-5/8 in. (92 mm) wide by 1-3/8 in. (35 mm) deep channels spaced max 24 in. (610 mm) OC. B. Gypsum Board* -Nom 1/2 or 5/8 in. (13 or 16 mm) thick, 4 ft. (122 cm) wide with square or tapered edges. The gypsum wallboard type, thickness, number of layers, fastener type and sheet orientation shall be as specified in the individual U300 or U400 Series Design in the UL Fire Resistance Directory. Max diam of opening is 26 in. (660 mm). 2. Through -Penetrant - One metallic pipe, conduit or tubing installed either concentrically or eccentrically within the firestop system. The annular space between pipe, conduit or tubing and periphery of opening shall be min of 0 in / (0 mm). (point contact) to max 2 in. (51 mm) Pipe, conduit or tubing to be rigidly supported on both sides of wall assembly. The following types and sizes of metallic pipes, conduits or tubing may be used: A. Steel Pipe - Nom 24 in. (610 mm) diam (or smaller) Schedule 10 (or heavier) steel pipe. B. Iron Pipe -Nom 24 in. (610 mm) diam (or smaller) service weight (or heavier) cast iron soil pipe, nom 12 in (305 mm) diam (or smaller) or Class 50 (or heavier) ductile iron pressure pipe. System No. HW-S-0001 (December 01, 1999) Assembly Ratings - I & 2 Hr (See Item 3B) - Ti ♦1. . I ^ I- � .......' /.... y 11 - `.._ i a y� . 91 dd t- a _ �) . . �'� . L�- , ,;.. rr I- _ i? 13; Scct]Un A--,-- A 1. Floor Assembly - The fire -rated fluted steel deck/concrete floor assembly shall be constructed of the materials and in the manner described in the individual Floor -Ceiling Design in the UL Fire Resistance Directory and shall include the following construction features: A. Steel Floor and Form Units* - Max 3 in. deep galv steel fluted floor units. B. Concrete - Min 2-1/2 in. thick reinforced concrete, as measured from the top plane of the floor units. IA. Roof Assembly - As an alternate to Item 1, Floor Assembly, the fire -rated roof assembly shall be constructed of the materials and in the manner described in the individual P700, P800 or P900 series Roof - Ceiling Designs in the UL Fire Resistance Directory and shall contain max 1-1/2 in. deep galv steel fluted roof units. The hourly fire rating of the roof assembly shall be equal to or greater than the hourly fire rating of the wall assembly. In the case of spray -applied protection materials on the steel roof units, the joint system shall be installed prior to the spray -applied protection material. in. thick) shall be attached to furring channels as described in Item 6. One layer of gypsum board panels (1/2 in. or 5/8 in. thick) attached to opposite side of stud without furring channels as described in Item 6. 5A. Gypsum Board* - (As an alternate to Item 5) - 5/8 in. thick, 24 to 54 in. wide, applied horizontally as the outer layer to one side of the assembly. Secured as described in Item 6. - Canadian Gypsum Co - Type SHX.; US Gypsum Co - Type FRX-G, SHX.; USG Mexico S A DE C V - Type SHX. 5B. Gypsum Board* - (As an alternate to Item 5 when used as the base layer on one or both sides of wall, For direct attachment only, not to be used with Item 3) - Nom 5/8 in. thick lead backed gypsum panels with beveled, square or tapered edges, applied vertically. Vertical joints centered over studs and staggered min 1 stud cavity on opposite sides of studs. Wallboard secured to studs with 1-1/4 in. long Type S-12 steel screws spaced 8 in. OC at perimeter and 12 in. OC in the field. - Ray -Bar Engineering Corp - Type RB-LBG 6. Fasteners - (Not shown) - For use with Item 2 - Type S or S-12 steel screws used to attach panels to studs (Item 2) or furring channels (Item 7). Single layer systems: 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 8 in. OC when panels are applied horizontally, or 8 in. OC along vertical and bottom edges and 12 in. OC in the field when panels are applied vertically. Two layer systems: First layer- 1 in. long for 1/2 and 5/8 in. thick panels or 1-1/4 in. long for 3/4 in. thick panels, spaced 16 in. OC. Second layer- 1-5/8 in. long for 1/2 in., 5/8 in. thick panels or 2-1/4 in. long for 3/4 in. thick panels, spaced 16 in. OC with screws offset 8 in. from first layer. Three -layer systems: First layer- 1 in. long for 1/2 in., 5/8 in. thick panels, spaced 24 in. OC. Second layer- 1-5/8 in. long for 1/2 in., 5/8 in. thick panels, spaced 24 in. OC. Third layer- 2-1/4 in. long for 1/2 in., 5/8 in. thick panels or 2-5/8 in. long for 5/8 in. thick panels, spaced 12 in. OC. Screws offset min 6 in. from layer below. Four -layer systems: First layer- 1 in. long for 1/2 in., 5/8 in. thick panels, spaced 24 in. OC. Second layer- 1-5/8 in. long for 1/2 in., 5/8 in. thick panels, spaced 24 in. OC. Third layer- 2-1/4 in. long for 1/2 in. thick panels or 2-5/8 in. long for 5/8 in. thick panels, spaced 24 in. OC. Fourth layer- 2-5/8 in. long for 1/2 in. thick panels or 3 in. long for 5/8 in. thick panels, spaced 12 in. OC. Screws offset min 6 in. from layer below. 6A. Fasteners - (Not shown) -For use with Item 2A - Type S or S-12 steel screws used to attach panels to studs (Item 2). Single layer systems: 1 in. long for 1/2 and 5/8 in. thick panels or 1-1/4 in. long for 3/4 in. thick panels, spaced 8-1/2 in. OC with additional screws 1 in. and 2-1/2 in. from edges of the board when panels 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 vertically: First layer- 1 in. long for 1/2 and 5/8 in. thick panels or 1-1/4 in. long for 3/4 in. thick panels, spaced 16 in. OC. Second layer- 1-5/8 in. long for 1/2 in., 5/8 in. thick panels or 2-1/4 in. long for 3/4 in. thick panels, spaced 16 in. OC with screws offset 8 in. from first layer. Two layer systems applied horizontally: 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 starting 8 in. from each edge of the board with an additional screw placed 1-1/4 in. from each edge of the board. Second layer- 1-5/8 in. long for 1/2 in., 5/8 in. thick panels or 2-1/4 in. long for 3/4 in. thick panels, spaced 16 in. OC starting 8 in. from each edge of the board with an additional screw placed 1-1/4 in. from each edge of the board with screws offset 8 in. from first layer. Three -layer systems: First layer- 1 in. long for 1/2 in., 5/8 in. thick panels, spaced 24 in. OC. Second layer- 1-5/8 in. long for 1/2 in., 5/8 in. thick panels, spaced 24 in. OC. Third layer- 2-1/4 in. long for 1/2 in., 5/8 in. thick panels or 2-5/8 in. long for 5/8 in. thick panels, spaced 12 in. OC. Screws offset min 6 in. from layer below. For all layers, an additional screw shall be placed 1-1/4 in. from each edge of the board. Four -layer systems: First layer- 1 in. long for 1/2 in., 5/8 in. thick panels, spaced 24 in. OC. Second layer- 1-5/8 in. long for 1/2 in., 5/8 in. thick panels, spaced 24 in. OC. Third layer- 2-1/4 in. long for 1/2 in. thick panels or 2-5/8 in. long for 5/8 in. thick panels, spaced 24 in. OC. Fourth layer- 2-5/8 in. long for 1/2 in. thick panels or 3 in. long for 5/8 in. thick panels, spaced 12 in. OC. Screws offset min 6 in. from layer below. For all layers, an additional screw shall be placed 1-1/4 in. from each edge of the board. 7. Furring Channels - (Optional, not shown, for single or double layer systems) - Resilient furring channels fabricated from min 25 MSG corrosion -protected steel, spaced vertically a max of 24 in. OC. Flange portion attached to each intersecting stud with 1/2 in. long Type S-12 steel screws. Not for use with Item 5A. 7A. Steel Framing Members (Not Shown)* - (Optional on one or both sides, not shown, for single or double layer systems) - As an alternate to Item 7, furring channels and Steel Framing Members as described below: a. Furring Channels - Formed of No. 25 MSG galv steel. 2-3/8 in. wide by 7/8 in. deep, spaced max. 24 in. OC perpendicular to studs. Channels secured to studs as described in Item b. Gypsum board attached to furring channels as described in Item 6. Not for use with Item 5A. b. Steel Framing Members* - Used to attach furring channels (Item 7Aa) to studs (Item 2). Clips spaced max. 48 in. OC. RSIC-I clips secured to studs with No. 8 x 1-1/2 in. minimum self -drilling, S-12 steel screw through the center grommet. RSIC-V clips secured to studs with No. 8 x 9/16 in. minimum self - drilling, S-12 steel screw through the center hole. Furring channels are friction fitted into clips. - PAC International Inc - Types RSIC-1, RSIC-V. 7B. Steel Framing Members (Optional, Not Shown)* - As an alternate to Item 7, furring channels and Steel Framing Members on only one side of studs as described below: a. Furring Channels - Formed of No. 25 MSG galv steel, spaced 24 in. OC perpendicular to studs. Channels secured to studs as described in Item b. Batts and Blankets placed in stud cavity as described in Item 5. Two layers of gypsum board attached to furring channels as described in Item 5. Not for use with Item 5A. b. Steel Framing Members* - Used to attach furring channels (Item 713a) to one side of studs (Item 2) only. Clips spaced 48 in. OC., and secured to studs with two No. 8 x 2-1/2 in. coarse drywall screws, one through the hole at each end of the clip. Furring channels are friction fitted into clips. - Kinetics Noise Control Inc - Type Isomax 8. Joint Tape and Compound - Vinyl or casein, dry or premixed joint compound applied in two coats to joints and screw heads of outer layers. Paper tape, nom 2 in. wide, embedded in first layer of compound over all joints of outer layer panels. Paper tape and joint compound may be omitted when gypsum panels are supplied with a square edge. 9. Siding, Brick or Stucco - (Optional, not shown) - Aluminum, vinyl or steel siding, brick veneer or stucco, meeting the requirements of local code agencies, installed over gypsum panels. Brick veneer attached to studs with corrugated metal wall ties attached to each stud with steel screws, not more than each sixth course of brick. 10. Caulking and Sealants* - (Optional, not shown) - A bead of acoustical sealant applied around the partition perimeter for sound control. - US Gypsum Co - Type AS 11. Lead Batten Strips - (Not Shown, For Use With Item 513) - Lead batten strips, min 1-1/2 in. wide, max 10 ft long with a max thickness of 0.125 in. Strips placed on the interior face of studs and attached from the exterior face of the stud with two 1 in. long Type S-12 pan head steel screws, one at the top of the strip and one at the bottom of the strip. Lead batten strips to have a purity of 99.9% meeting the Federal specification QQ-L-201f, Grade "C". Lead batten strips required behind vertical joints of lead backed gypsum wallboard (Item 513) and optional at remaining stud locations. Required behind vertical joints. 12. Lead Discs or Tabs - (Not Shown, For Use With Item 513) - Used in lieu of or in addition to the lead batten strips (Item 11) or optional at other locations - Max 3/4 in. diam by max 0.125 in. thick lead discs compression fitted or adhered over steel screw heads or max 1/2 in. by I- 1/4 in. by max 0.125 in. thick lead tabs placed on gypsum boards (Item 5B) underneath screw locations prior to the installation of the screws. Lead discs or tabs to have a purity of 99.9% meeting the Federal specification QQ-L-201 f, Grade "C". *Bearing the UL Classification Mark C. Conduit - Nom 6 in. (152 mm) diam (or smaller) steel conduit or nom 4 in (102 mm) diam (or smaller) steel electrical metallic tubing D. Copper Tubing - Nom 6 in. (152 mm) diam (or smaller) Type L (or heavier) copper tubing E. Copper Pipe - Nom 6 in. (152 mm) diam (or smaller) Regular (or heavier) copper pipe. F. Through Penetrating Product* - Flexible Metal Piping The following types of steel flexible metal gas piping may be used: 1. Nom 2 in. (51 mm) diam (or smaller) steel flexible metal gas piping. Plastic covering on piping may or may not be removed on both sides of floor or wall assembly. OMEGA FLEX INC 2. Nom 1 in. (25 mm) diam (or smaller) steel flexible metal gas piping. Plastic covering on piping may or may not be removed on both sides of floor or wall assembly. GASTITE, DIV OF TITEFLEX 3. Nom I in. (25 mm) diam (or smaller) steel flexible metal gas piping. Plastic covering on piping may or may not be removed on both sides of floor or wall assembly. WARD MFG INC 3. Fill, Void or Cavity Material* - Caulk or Sealant - Min 5/8. , 1-1/4,1-7/8 and 2-1/2 in. (16, 32,48 and 64 mm) thickness of caulk for 1, 2, 3 and 4 hr rated assemblies, respectively, applied within annulus, flush with both surfaces of wall. Min 1/4 in. (6 mm) diam bead of caulk applied to gypsum board/penetrant interface at point contact location on both sides of wall. The hourly F Rating of the firestop system is . dependent upon the hourly fire rating of the wall assembly in which it is installed, as shown in the following table. The hourly T Rating of the firestop system is dependent upon the type or size of the pipe or conduit and the hourly fire rating of the wall assembly in which it is installed, as tabulated below: Max Pipe F T or Conduit Rating Rating Diam In (mm) Hr Hr 1(25) 1or2. 0+,1or2€ 1 (25) 3 or 4 3 or 4: 4 (102) I or 2 : 0 : 6 (152) 3 or 4 0 12 (305) 1 or 2 ' 0 +When copper pipe is used, T Rating is 0 h. 3M COMPANY - CP 25WB+ or FB-3000 WT. *Bearing the UL Classification Mark 2. Wall Assembly - The 1 or 2 hr fire -rated gypsum wallboard/steel stud wall assembly shall be constructed of the materials and in the manner described in the individual U400-Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include the following construction features: A. Steel Floor And Ceiling Runners - Floor and ceiling runners of wall assembly shall consist of min 25 ga galv steel channels sized to accommodate steel studs (Item 213). Ceiling runner to be provided with I- 1/2 in. flanges. Ceiling runner secured to valleys of steel floor units (Item 1 A) with steel fasteners or by welds spaced max 12 in. OC. B. Studs - Steel studs to be min 2-1/2 in. wide. Stud spacing not to exceed 24 in. OC. C. Gypsum Board* - Wallboard sheets installed to a min total thickness of 1/2 or I in. on each side of wall for 1 or 2 ratings, respectively. Wall to be constructed as specified in the individual Wall and Partition Design in the UL Fire Resistance Directory. Wallboard to be butted tight to the bottom of the steel floor units. 3. Joint System - The joint system consists of a forming material and a fill material in the flutes of the steel floor units, as follows: A. Forming Materials* - Min 2-1/2 in. thickness of min 4 pcf density mineral wool batt insulation firmly packed into flutes of steel floor units above ceiling runner as a permanent form. Forming material to be recessed from edges of ceiling runner on each side of wall as required to accommodate the required thickness of fill material. - Thermafiber Inc - Type SAF B. Fill, Void or Cavity Material* - Dry mix material mixed with water at a rate of 2.1 parts dry mix to 1 part water, by weight, in accordance with accompanying installation instructions. A min 1/2 in. thickness of fill material installed on each side of the wall in the flutes of the steel floor units, flush with each surface of the wallboard for the 1 hr Assembly Rating. A min 1 in. thickness of fill material is required on each side of the wall for the 2 hr Assembly Rating. - US Gypsum Co - Type FC B 1. Fill, Void or Cavity Material* (Not Shown) - 2 component fill material used as an alternate to Item 3B. Ready -mixed component mixed with accelerator component at a rate of 66:1 (ready -mixed component to accelerator component by weight) in accordance with the accompanying installation instructions. Applied as described in Item 3B to a min thickness of 1/2 in, for the I hr Assembly Rating, and to a min thickness of 1 in. for the 2 hr Assembly Rating. - US Gypsum Co - Type RFC *Bearing the UL Classification Mark O 0 a 0 N o � g ;..4 "4 4t a) a.a ta -+-) rA 1� P .-I i `~ 0 0 Q?•9 - w • r..j o Uw rn U U U CU W O Q 0 v W M Z Q 00 J T_ UQcy, .L_QCO Q)0, Q LU Q "10- Z L_ 0) N w 0- cY) U U) O E E 0 U L 0__ QD LL N o -4— J (U M Ill-Y LL Q 0 M m J r J LL (3 CN Cn � ti CU'0LL 53_�� In J +��_ w Z ��} moo= � I1 0 F'—�N 0- 00 en _O w o• o� �� O �w 0 ' ¢o Y F, a '" - �o o� �o =n v F.,a 3 _(10 M 0 -4-- 11 a) v ) w �_ r._ w w J cn , W z woo I J M m a, Of Q QI Z w 4t', w wI o col o O Z CM 0w W o o Z J Y 2 � N w N C.7 C) m o a- o v TENANT BUILD OUT Al 01 CAST IN PLACE CONCRETE FLOOR SLAB ON GRADE A. CONCRETE WORK SHALL CONFORM TO ACW5 SPECIFICATIONS, CODES AND STANDARDS. d B. CONCRETE SHALL BE PORTLAND CEMENT PER ASTM C150. CONCRETE SHALL BE PROPORTIONED FOR MAX. ALLOWABLE UNIT SHRINKAGE CONT. EXPANSION OF 0.03%AND SHALL BE 25% MAX. FLYASH BY WEIGHT.`,`* JOINTAT WALL C. CONCRETE SHALL BE 4" THICK, 3,000 PSI 28-DAY COMPRESSIVE STRENGTH, NORMAL WEIGHT, 1' MAX. AGGREGATE SIZE, 0.55 MAX. W/C, EXISTING CMU ejv o 4'-5' SLUMP. ° WALL TO REMAIN SECTION SECTION OUTSIDE EXISTING CMU WALL 1 D. CONCRETE SHALL HAVE 6 X 6 X 2.1 X 2.1 WWF AND BE PLACED OVERA 6 MIL VAPOR BARRIER ON TERMITE TREATED COMPACTED SOIL. NEW FLOOR EXISTING 110 RIGID EXISTING ROOF OPENING / RE-ENTRANT SLAB FLUSH FOUNDATION TO __ INSULATION DECK ABOVE W > E. CONCRETE SHALL HAVE MIN. 1 1!2" COVER OVER REBAR SIZED #3 - #5. CORNER, PROVIDE (2) #4 WITH EXISTING REMAIN NG MASONRY • rl d S REBAR X 4'-0' LONG EACH EXISTING EXISTING MASONRY w F. REINFORCING BARS SHALL CONFORM TO ASTM A615, GRADE 60. SIDE ATMID-HEIGHT OF WALL TO REMAIN AS IS FURRING, SHEATHING, WALL TO REMAIN AS IS FURRING, SHEATHING, V g IR & INSULATION TO RUN & INSULATION TO RUN G. W.W.F. SHALL CONFORM TO ASTM Al85. WIRE FABRIC SHALL BE CONTINUOUS, LAPPED ONE CROSS WIRE SPACING PLUS 2" MIN. 41 SCARAB SHOWN New Slab at Existinq CMU Wall FROM FLOOR SLAB FROM FLOOR SLAB l TO 6' ABOVE CEILING UNDERSIDE OF DECK 3 H. CONTRACTOR SHALL EMPLOY A QUALIFIED TESTING LABORATORY TO PREPARE ONE SET OF FOUR TEST CYLINDERS PER DAY OR ONE EXISTING COREFILL __ _ EXISTING COREFILL _ V SET FOR EACH 50 CUBIC YARDS POURED, MAX. LAB REPORT SHALL BE FURNISHED TO THE STRUCTURAL ENGINEER SHOWING CONCRETE FOAM INSULATION TO `_ FOAM INSULATION TO j' l REMAIN AS IS SUSPENDED CEILING REMAIN AS IS 1 1/2" RIGID v Q; STRENGTH AT 7 (1 CYLINDER) AND 28 (2 CYLINDERS) DAYS. FINAL CYLINDER SHALL BE HELD IN RESERVE. 1 . 3 " RE: CEILING PLAN INSULATION TO �6 WIDE X 1' EXISTING # 3 BAR Q 24' OC. NEW SLAB DEEP GROOVE W/ HIGH SLAB DRILL & EPDXY SET I. SAW CUT CONTROL JOINTS SHALL BE LOCATED @ 15' O.C. MAX, U.O.N. WITH LENGTH TO WIDTH RATIO NOT TO EXCEED 2:1. NEW TRAFFIC SEALANT FILLER INTO EXISTING SLAB. EXISTING EXTERIOR EXISTING EXTERIOR CONTROL JOINTS SHALL BE ALIGNED WITH EXISTING. FINISHES TO REMAIN 1/2" GYP BOARD OVER FINISHES TO REMAIN I 1/2" GYP BOARD OVER - AS THEYARE 1 1/2" Z-FURRING AS THEYARE I _... 1 1/2' Z-FURRING J. ALL EPDXYANCHORS USED AT REINFORCED CONCRETE SHALL BE HILTI WA, U.O.N. W.W.F. X X X CHANNELS Q 24" OC CHANNELS @ 24" OC MAX SPACING MAX SPACING EXISTING EXTERIOR EXISTING EXTERIOR K. POWDER ACTUATED FASTENERS (PAFS) NOT PERMITTED AT CONCRETE. o o w 4N 12" SIDEWALKSAND SIDEWALKSAND (1) #5 CONT. ¢ IS LL ADJACENT LANDSCAPE 6' VINYL BASE ON INSIDE ADJACENT LANDSCAPE 6" VINYL BASE ON INSIDE L. ANY FILL REQUIRED TO BACKFILL EXCAVATED AREA OR ACHIEVE FINISHED GRADE IN STRUCTURAL AREAS SHALL BE AS INDICATED BY 1 7 z Construction Joint AREAS TO REMAIN OF BATHROOM ONLY AREAS TO REMAIN OF BATHROOM ONLY GEOTECH. REPORT PROVIDED BY OWNER. THE FILL SHALL BE PLACED IN LEVEL LIFTS NOT TO EXCEED 12" LOOSE THICKNESS AND l AS THEY ARE _._ _._ AS THEYARE I _ COMPACTED TO A MIN. OF 95% OF THE SOIL'S MODIFIED PROCTOR MAX. DRY DENSITY AS DETERMINED BY ASTM SPECIFICATION D-1557. 3 #5 VERT BARS. ONE o 0 EXISTING CMU BELOW AT CENTER OF OPENING ° NEW CONCRETE ° NEW CONCRETE M. AN IN -PLACE DENSITY TESTS SHALL BE PERFORMED BYAN EXPERIENCED ENGINEERING TECHNICIAN IN THE AREA OF THE SLAB POUR GRADE TO REMAIN F:1i AND ONE EACH 4" FROM 1/8 TO 3116 WIDE X 1" DEEP SAW CUTS TO BE MADE WITHIN 24 HOURS \ ° ° ° FLOOR SLAB IN ° ° ° FLOOR SLAB IN SIDES. DRILLAND GROOVE W/ HIGH TRAFFIC OF POUR, WWF SHALL BE CONTINUOUS @ ° AREA OF EXISTING ° ° AREA OF EXISTING N. REMOVE FREE WATER FROM EXCAVATIONS BEFORE PLACING CONCRETE. EXISTING FOUNDATION EPDXY SET 6" INTO SEALANT FILLER ALL C.J.S. U.O.N. ON PLANS SLAB LEAVE OUT SLAB LEAVE OUT 0. CAUTION SHOULD BE USED WHEN OPERATING VIBRATORY COMPACTING EQUIPMENT NEAR THE EXISTING STRUCTURE TO AVOID THE TO REMAIN EXISTING CMU BASE. RISK OF DAMAGE TO THE STRUCTURE. J, X X X X X X PLAN VIEW PLAN VIEW R THE CONTRACTOR SHALL SUBMIT COPIES OF THE CONCRETE MIX DESIGN AS WELLAS COPIES OF ANY TEST REPORTS. New Slab at Existinq CMU Wall Opening Sawcut Joint Q. SUBMITTALS SHALL BE APPROVED, SIGNED, AND DATED BY THE G.C. PRIOR TO SUBMITTAL TO ENGINEER AND ARCHITECT. \ F 1 - - - EXISTING DOOR TO BE REMOVED. CMU OPENING TO BE ENLARGED EXISTING IN THE DIRECTION AWAY FROM DOWNSPOUT TO NEW DOOR FLOOR PLAN GENERAL NOTES: THE PUBLIX WALL. NEW DOOR BE RELOCATED TYPE F. EXISTING TYPE A AB V INSTALLED. (WALL TO THE THE SIDE (WALL TYPE B DOWNSPOUT 1. ALL SHEATHING INSIDE OF RESTROOMS SHALL BE S h eath i n over Masonry Wa I I S h eath i n over Masonry Wall TYPE B ABOVE DOOR) OF THE NEW DOOR ABOVE DOOR) TO REMAIN '� MOISTURE RESISTANT. g EXISTING MASONRY L WITH FRAMING AND EXISTING MASONRY VPALL WITH FRAMING AND 2. ALL WALLS INSIDE OF RESTROOMS SHALL RECEIVE SHEATHING ADDED TO THE INTERIOR SIDE. TO SHEATHING ADDED TO THE INTERIOR SIDE. TO ENAMEL PAINT. ALL OTHER SHEATHING SHALL BE BE USED IN SPACE F4 INSIDE THE RESTROOM BE USED ON ALL CMU WALLS IN SPACE F1-F3. ., LEFT PAINT READY. AND ALONG THE SIDE WALL. SCALE: 1 1/2" =1'-0' — — — SCALE: 1 1rz' =1'-0' 3. CMU WALLS THAT RECEIVE NO SHEATHING WILL BE LEFT AS IS WITH NO FINISH ADDED O B B B I B I 4. THE RESTROOM FLOORS SHALL BE VCT ALL OTHER w NEW DOORS FLOORS SHALL BE EXPOSED CONCRETE. 20'-0' I F p TYPE D 5. THE RESTROOMS SHALL HAVE A 6' VINYL BASE ON THE INSIDE OF THE WALLS. NO OTHER WALLS SHALL O RECEIVE A WALL BASE. SECTION SECTION CONTINUOUS STUD AT ' ^ NEW DOOR TOP OF WALL v TYPE E - - - - - - - - - SIDEWALK I F EXISTING CONCRETE 6. THE INTERIOR SIDE OF ALL BATHROOM DOORS SHALL W - - - - - - - - - - - Z RECEIVE ENAMEL PAINT TO MATCH THE WALLS. THE 77TB o E B � ! EXTERIOR SIDES SHALL BE LEFT PAINT READY. I I MTL STUD FRAMING � QJ cD `- w I F I EXISTING ROOF DECK U 600S125-43 @ 24' OC . � Q EXISTING ELECTRICAL 7. THE EXTERIOR SIDE OF THE NEW EXTERIOR DOOR SHALL I I I I C U PANEL BE PAINTED TO MATCH THE EXTERIOR OF THE BUILDING. I I I (D 0 J LL EDGE OF EXISTING E — — THE INTERIOR SIDE SHALL BE LEFT PAINT READY. I CONTINUOUS STUD AT I Q TOP OF WALL w SLAB LEAVE OUT 8,-0" I m Q El 8. THE EXTERIOR MASONRY AND STUCCO AROUND THE 5/8" GYP BOARD BOTH d • EXISTING STEP UP I z O) TRANSFORMER NEW EXTERIOR DOOR SHALL BE REPAIRED AS NEEDED TO SIDES OF FRAMING. co^L- cy B FILL IN EXISTING SLAB MATCH THE EXISTING CONDITIONS. THE REPAIRED STUCCO FRAMING, SHEATHING, MTL STUD FRAMING 112" GYP BOARD BOTH z I..L Q LEAVE OUT AS WELL A104-1 AREAS AROUND THE DOOR SHALL BE PAINTED TO MATCH & INSULATION TO 600S125-43 Q 24' OC SIDES OF FRAMING. LAY IN CEILING, RE: RCP i M ~ AS ANY AREAS SAWCUT THE EXTERIOR OF THE BUILDING. TERMINATE AT UNDERSIDE FRAMING, SHEATHING, FOR T.I. WORK EXISTING ELECTRICAL OF ROOF STRUCTURE ABOVE. & INSULATION TO POWER RISER 9. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS AND R-19 SOUND BATTS TERMINATE 6" ABOVE R-19 SOUND BATTS CONDITIONS PRIOR TO SUBMITTING BIDS. WALL CONSTRUCTION SHALL I CEILING. F- - - - ! BE CONSISTENT WITH UL I 10. GC MAY SUBMIT ALTERNATE DESIGN FOR STUD GAUGE DETAILS U419, HW-S-0001, & I CONTINUOUS STUD j I CONTINUOUS STUD TRACK & SPACING. IF AN ALTERNATE DESIGN IS PROPOSED, THE W-L-1001 TO PROVIDE A MIN. j j TRACK 60OT125-43 I IWT125-43 cl) B - .1 GC MUST SUBMIT INFORMATION TO THE OWNER & THE 1 HOUR FIRE RATING. ARCHITECT FOR APPROVAL PRIOR TO ORDERING ANY I o MATERIALS. THE SUBMITTAL MUST INCLUDE STRUCTURAL 6" VINYL BASE ON INSIDE INFORMATION VERIFYING THAT THE DESIGN IS ADEQUATE I OF BATHROOM ONLY E FOR THE WALL'S REQUIRED HEIGHT, LOADING, AND DEFLECTION. THE SUBMITTAL MUST ALSO INCLUDE PRICE 0 EXISTING DOOR COMPARISON INFORMATION. RE: WALL TYPE DETAILS. ° ° ° ° ° NEW CONCRETE b TO REMAIN EXISTING CONCRETE o ° FLOOR SLAB IN U FLOOR SLAB TO ° AREA OF EXISTING s.� B REMAIN IS SLAB LEAVE OUT = EXISTING DOOR EXISTING EXISTING DOOR EXISTING EXISTING DOOR TO BE WELDED DOWNSPOUT TO BE WELDED DOWNSPOUT TO REMAIN AS IS SHUT TO REMAIN SHUT TO REMAIN PLAN VIEW PLAN VIEW N 6 Q CU m Z � LQ L I i. 0zso I B B B B B A ! z" �m I TYPE DANEW ER I I -� -- Q I C F � (� l New 6" Metal Stud Wall New 6" Metal Stud Wall NGo cq N I ( _, 1 HOUR FIRE RATING NO FIRE RATING N - - - - - - - - - - - - - - - - - - - - - - ` TO BE USED FOR TENANT DEMISING WALL TO BE USED FOR RESTROOM WET WALLS. U J ;1. SCALE: 1 1/2" =1'-0' SCALE: 1 1/2" =1'-0' (tf CO lL EDGE OF EXISTING Al04-7cu SLAB LEAVE OUT W B INSIDE SPACE F4, _ I � } w L FILL IN EXISTING SLAB z o LEAVE OUT AS WELL - -- - - NO FINISH ADDED ►- O AS ANY AREAS SAWCUT TO REAR CMU WALL w w O FOR T.I. WORK OUTSIDE OF RESTROOM _ ti N =LL A a a cn j SECTION SECTION CONTINUOUS STUD AT TOP OF WALL I i a (q I U I I z NEW 6 DEMISING MTL STUD FRAMING R EXISTING ROOF DECK 362S125-43 24" OC _ ` `D LL WALL CENTERED E @ a w o ON EXISTING COLUMNLU E I I I CONTINUOUS STUD AT I k LL , . I TOP OF WALL z LLJ = rt I I WLL z co 1 , Uj z I 1/2' GYP BOARD BOTH MTL STUD FRAMING 1/2' GYP BOARD BOTH N �' ALL COLUMNS TO BE WRAPPED ALL COLUMNS TO BE WRAPPED ,� LL EXISTING STEEL [ 362S125 43 24' OC WITH 1/2' GYP BOARD OVER 1.5" WITH 1/2" GYP BOARD OVER 1.5' o o COLUMN TO BE SIDES OF FRAMING. SIDES OF FRAMING. LAPIN CEILING, RE: RCP co BLOCKING / FURRING FROM FLOOR BLOCKING I FURRING FROM FLOOR w HIDDEN IN NEW WALL - FRAMING, SHEATHING, FRAMING, SHEATHING, v SLAB TO UNDERSIDE OF ROOF DECK SLAB TO UNDERSIDE OF ROOF DECK I & INSULATION TO & INSULATION TO TERMINATE AT UNDERSIDE I R-11 SOUND BATTS TERMINATE 6" ABOVE R-11 SOUND BATTS j OF ROOF STRUCTURE ABOVE. I CEILING. ( I I 79'-7�� INTERIOR CLEAR 18'-10%"INTERIOR CLEAR ( I CONTINUOUS STUD TRACK CONTINUOUS STUD TRACK I 362T12543 I 362T125-43 z o FACE OF FINISH TO FACE OF FINISH FACE OF FINISH TO FACE OF FINISH ` I I 6' VINYL BASE ON INSIDE OF BATHROOM ONLY B C A EXISTING CONCRETE ° ° ° ° ° NEW CONCRETE o 20'-0' FROM OUTSIDE FACE OF I - FLOOR SLAB TO FLOOR SLAB IN REMAIN AS IS AREA OF EXISTING CMU WALL TO CENTER OF COLUMN I SLAB LEAVE OUT w I � Q EXISTING FRONT FRAMED EXISTING FRAMED WALLS PLAN VIEW PLAN VIEW w m WALL TO REMAIN AS IS OF TOWER FEATURE co w f- TO REMAIN AS IS ~ o F-D - a c.) r f I4r=::j3_­ LijN i I EXISTING DOOR TO BE I NEW DOOR EXISTING DOOMS TO BE REPLACED WITH GLAZING I TYPE'. C I REPLACED WITH GLAZING -- — : y - New 3 5/8 Metal Stud Wall New 3 5/8 Metal Stud Wall NEW �OOR a NO FIRE RATING NO FIRE RATING z rnlcS # TYPE B TO BE USED FOR THE STOCKROOM WALLS TO BE USED FOR THE OTHER RESTROOM WALLS o F- M �' ,�„ ---- -- - _'y - 1/2' _ 1'-0. 1/2• -1� 0- N N Z c� . - _ - SCALE. 1 SCALE. 1 _CD w m w o 0 I a � � = - SOFFITABOVE LANDSCAPE AREA 'CONCRETE SIDEWALK a o o v (SHOWN DASHED) TO REMAIN AS IS TO REMAIN AS IS F F- TO REMAIN AS IS F 3 F4 f F-5 I F 1 I j 0',IF-11 i TENANT BUILD OUT � Floor Plan Al 02 N SCALE: 1/8" =1'-0' T.O. BOND BEAM l S' V.LF. G.C. TO PROVIDE TEMPORARY SAW CUT AND REMOVE INSIDE SHELL ONLY SUPPORT & SHORING WITH BACK AS NEEDED TO DRILL AND HILTI HIT HY 150 TO BACK CHANNELS EPDXY SET (1) #5 DOWEL MIN. OF 6" INTO EXISTING BOND BEAM, PROVIDE MIN. OF 24" LAP W/ VERT. REINF., TYR 0 0_�', NEW PRECAST LINTEL W/ (1) #5 CONT, (1)#5 DOWEL EA. END TO o 0 0 0 0 0 0 o 0 AND REMOVE SHELL ABBO LL VERT. REINF. AS SHOWN AND ERIDE ABOVE NTEL ONLY E REQUIRED TO GROUT SOLID, TYP. ENSURE FULLY GROUTED CELLS, TYR T.O. NEW OPENING T4'AEF. INSTALL (1) #5 VERT. [CENTER SPACING] THROUGH JAMB CUTS (REF. SK4-2) AS SHOWN AT EA. SIDE OF OPENING, LAP AND TIE PER ALL CMU CELLS REQUIREMENTS OF GEN. NOTES IF 2 BAR SETS BELOW FINISH REQUIRED FOR INSTALLATION PURPOSES. FLOOR TO BE GROUT FILLED., V.I.F. DRILL AND HILTI HIT HY 150'EPDXY SET (1) #5 DOWEL MIN! OF 6" INTO EXISTING GROUTED CMU BASE, PROVIDE MIN. OF 24" T.O. SLAB LAP W/ VERT. REINF. V-VAEF. T.O. FOOTING 4-V V.I.F. Interior Elevation SCALE:N.T.S. REF: EXISTING RAIN HOOD EXISTING SCONCE LIGHT NEW RAIN HOOD OVER REAR DOOR TO FIXTURE TO BE RELOCATED OVER NEW DOOR. BE REPLACED WITH TO 2' TO THE SIDE OF NEW RE: DOOR SCHEDULE LARGER RAIN HOOD DOOR. REWIRE TO NEW TENANT PANEL. RE: E101 EX ® ® EX 0 7 EM NEW 2' X 4' ACOUSTICAL TILE CEILINGS MOUNTED AT 10'-0' ABOVE FLOORS IN SPACE F1-F3 IN RESTROOMS ONLY NO CEILING IN MAIN SPACE OR STOCK ROOM OF F1-F3. STRUCTURE ABOVE TO BE PAINTED WHITE. 8' LIGHTS SUSPENDED AT 12'-0"AFF. RE: E201 EXISTING RAIN HOODS OVER REAR DOORS TO REMAIN AS IS EXISTING LIGHTS IN FIRE RISER ROOM TO REMAIN AS IS. EXISTING CMU, SAW CUT JAMBS AS SHOWN FOR ADDITION OF VERT. REINF. AND GROUT EXISTING CMU, SHOWN WITH ADDED REINF. (CENTER SPACING) AND GROUT Masonry Vert. Reinforcing SCALE:N.T.S. 2REF: ALL EXISTING REBAR OUTSIDE OF THE NEW 6'-4' X Te CMU OPENING SHALL REMAIN UNDAMAGED. ALL DEMO WORK AT THE JAMBS AND HEAD OF THE NEW OPENING SHALL BE PERFORMED CAREFULLYAND SURGICALLY SO AS NOT TO DAMAGE ANY OF THE EXISTING REBAR. l'-0' MIN. EXISTING CMU AND SLAB SECTION TO BE REMOVED, GC TO MINIMIZE EXTENTS OF SLAB SECTION REMOVED GC V.I.F. ALL CELLS GROUTED SOLID BELOW FIN. FLR. EXISTING FOOTING TO REMAIN V.I.F. Slab @ New Opening, Demo SCALEAT.S. 3 REF: CEILING PLAN GENERAL NOTES: 1. ALL NEW CEILINGS SHALL BE 2' X 4' ACT MOUNTED AT 10'-0"AFF WITH NO INSULATION. 2. ON THE FRONT OF THE BUILDING, THE EXISTING DECORATIVE SCONCE FIXTURES SHALL REMAIN WIRED AS IS TO THE EXISTING HOUSE PANEL. 3. EXISTING REAR WALL MOUNTED LIGHTS SHALL BE WIRED TO THE NEW TENANT PANELS VIA NEW LIGHT SWITCHES. 4. THE EXISTING EXIT AND EMERGENCY LIGHTS SHALL BE REUSED IF POSSIBLE. THEY SHALL BE RE -WIRED FROM THE HOUSE PANEL TO THE NEW TENANT PANELS. 5. ALL NEW LIGHTS SHALL BE WIRED TO THE NEW PANELS. 6. THE RTUS ARE EXISTING AND SHALL REMAIN. ALL NEW SUPPLY DIFFUSERS, RETURN GRILLES, AND EXHAUST FANS SHALL BE TIED INTO THE EXISTING RTUS VIA NEW DUCTWORK. 7. THE EXISTING RTUS AND THE NEW EXHAUST FANS SHALL BE WIRED TO THE NEW TENANT PANELS. 8. THE FIRE SPRINKLER HEAD LAYOUT SHALL BE DETERMINED BY THE FIRE SPRINKLER SUBCONTRACTOR'S SPECIALTY ENGINEER DURING THE DESIGN OF HIS SHOP DRAWINGS. 9. THE EXISTING SPRINKLER HEADS SHALL BE TURNED DOWN & REPOSITIONED AS NEEDED TO COORDINATE WITH HVAC, ELECTRICAL, AND PLUMBING. EXISTING SCONCE EXISTING RAIN LIGHT FIXTURE HOODS OVER TO BE REWIRED. REAR DOORS RE: E101 TO REMAIN AS IS n n EM EM F-C - - EM EMERGENCY LIGHT FIXTURE (EM). WIRED TO NEW TENANT PANEL. REUSE EXISTING IF POSSIBLE. RE: E201 ,, F.0 ® Ex EXISTING CANOPY LIGHT FIXTURE TO REMAIN AS IS STRIPED FABRIC AWNING TO BE REPLACED WITH , SOLID FABRIC TO MATCH ADJACENT. AWNING FRAME TO REMAIN AS IS. EXISTING SCONCE LIGHT FIXTURE F 1 F- TO REMAIN AS IS NEW HVAC RETURN AIR GRILLE MOUNTED IN CEILING. RE: M101 EM VILFL-17 EM Fill L EXISTING SOLID i L STRIPED FABRIC AWNING L EXISTING SOLID FABRICAWNING TO BE REPLACED WITH FABRICAWNING TO REMAIN AS IS SOLID FABRIC TO MATCH TO REMAIN AS IS ADJACENT. AWNING -- FRAME TO REMAIN AS IS. EXISTING CANOPY EXISTING SCONCE ACCESS HATCH LIGHT FIXTURE TO REMAIN AS IS TO REMAIN AS IS EXISTING SCONCE LIGHT FIXTURE F 4 } F 6 :! TO REMAIN AS IS EXISTING SCONCE LIGHT FIXTURE TO BE REWIRED. RE: E101 1-. NEW EXHAUST FANS IN RESTROOM CEILINGS. RE: M101 NEW 2 X 4 CEILING MOUNTED LIGHT FIXTURES. RE: E101 NEW HVAC SUPPLY AIR DIFFUSER MOUNTED IN CEILING. RE: M101 NEW Z X 4' ACOUSTICAL TILE CEILINGS MOUNTED AT 10'-0' ABOVE FLOORS IN RESTROOMS AND IN MAIN ROOM OF F4 1 I i i I NEW EXIT LIGHT EXISTING SCONCE FIXTURE (EX) WIRED TO NEW LIGHT FIXTURE TENANT PANEL. REUSE EXISTING TO REMAIN AS IS IF POSSIBLE. RE: E201 F-"t'_ 0:IF-11 Door Schedule DOOR FRAME HARD WARE TYPE # MATERIAL SIZE (EACH) MATERIAL DETAILS SET A DBL HM 3'-0" X 7'-0" HM H1, J1, S1 1 X 13/4" B SGL ALUM. 3'-0' X 7'-0' ALUM. H2, J2, S2 2 X 13/4' C DBL ALUM, 3'-0' X ALUM. H2, J2, S2 3 X 13/4" D SGL WOOD T-0" X V-8" X 13/4' WOOD H3, J3, S3 4 E DBL ABS 3'-0' X 8'-0" ABS J4 5 X 1314' vp F SGL HM 3'-0' X 7'-0' HM H1, J1, S1 6 X 1314' NOTES: 1. PAINT EXTR. OF DOOR "A" TO MATCH EXISTING. LEAVE INTR. PAINT READY. 2. PAINT INTR. OF DOOR'D" TO MATCH RESTROOM WALLS. EXTR. SHALL BE PAINT READY. PROVIDE REINFORCED PANELTOACCEPT CLOSER. 3. DOOR "E" IS A DOUBLE ACTING IMPACT TRAFFICE DOOR (RUBBAIR ULTRA-LITE WITH WINDOWS). NOA Schedule BUILDING MANUFACTURER NOA# EXPIRATION MATERIAL / MODEL # DATE STOREFRONT YKK-AP 08-0715.14 08-07-13 WINDOWS YES 45 FS STOREFRONT YKK-AP 07-M.08 04-16-12 DOORS 35D, MEDIUM STILE HOLLOW METAL CECO 09-0505.09 08-05-14 REAR DOORS 6-0 X 7-0 SWINGING DOOR NOTES: 1. THESE NONS ARE PROVIDED TO COMPLY WITH THE FLORIDA BUILDING COMMISSION RULE 913-72. THESE APPROVALS HAVE BEEN REVIEWED FOR APPLICATION ON THIS PROJECT. THE ARCHITECTS SIGNATURE AND SEAL DOES NOT REPLACE OR SUPERCEDE THE PROFESSIONAL RESPONSIBILITY OF THE INDIVIDUAL NONS OR INTERNAL DESIGN COMPONENTS THEREOF. 2. THE CONTRACTOR MAY SUBMIT ALTERNATES FOR ANY OF THE BUILDING COMPONENTS ON THIS LISTAS LONG AS IT DOES NOT VIOLATE ANY EXISTING WARRANTIES THAT MAY BE IN EFFECT. IN ORDER TO RECEIVE APPROVAL ON ANY ALTERNATES, THE GC MUST SUBMIT PRODUCT INFORMATION TO THE OWNER FOR REVIEW AS WELL AS TO THE LOCAL JURISDICTION AS REQUIRED FOR PERMITTING AND C.O. 3. THE MAXIMUM DESIGN PRESSURE THAT THESE COMPONENTS NEED TO WITHSTAND IS + / - 36.1 PSF. IMPACT RESISTANCE IS NOT REQUIRED. SAWCUT CMU, POINT IN RAIN HOOD, CAULK CONT 22 GA. GALV. MTL. RAINHOOD, PAINT TO MATCH DOORS. HOOD TO EXTEND 8' PAST EDGE OF DOOR ON BOTH SIDES GROUT SOLID CONT. CAULK FULL DOOR PERIMETER WEATHER STRIP 4" HEAD DETAIL - H1 GROUT SOLID FULL DOOR WEATHER STRIP MASONRY JAMB ANCHOR AS REQ. \ CAULK PERIMETER CONT. TYP JAMB DETAIL - J1 DOOR FRAME 'OND) THRESHOLD V MASTIC (TYR) iH FLOOR -LOOR PLAN SILL DETAIL - S1 COORDINATE ALL EXTERIOR DOOR DETAILS 5 Door Details WITH THE REQUIREMENTS OF THE ASSOCIATED SCALE: 3" = V-0" FLORIDA PRODUCT APPROVAL (NOA) Hardware Schedule HARDWARE SET # 1: (REAR HOLLOW METAL DOOR) (6) - HAGER 4-1/2' X 4-10 BUTT FULL MORTISE HINGES NO. BB1191 (NRP). STAINLESS STEEL HINGES W/ STAINLESS STEEL PINS (1) - LOCKSET SCHLAGE AL53PD'ENTRANCE LOCK'. FINISH 626 (US 26D) SATIN CHROME (1) - CLOSER - LCN NO.4040. STANDARD POWDER COAT ALUMINUM FINISH. STANDARD PLASTIC COVER. MOUNTED ON INTERIOR SIDE (1) - SET FULL WEATHERSTRIP (1) - DOOR SWEEP (1)-ALUMINUM THRESHOLD (ADA COMPLIANT) (1) - RAINHOOD. RE: HEAD DETAIL (1) - ASTRAGAL (1) - FLOOR BOLT FOR SECONDARY LEAF (1)-1.5',180 DEGREE PANORAMIC VIEWER (1) - DOOR STRIKE COVER PLATE HARDWARE SET # 2: (STOREFRONT DOOR) (1) - SET SINGLE ACTING OFFSET PIVOT HINGES (1) - DOOR CLOSER - NORTON 1601(ADJUSTABLE FORCE) (1) - MILL FINISH ALUMINUM THRESHOLD (FOR OFFSET PIVOTAND OVERHEAD CLOSER) (1) -ADAMS RITE MS+1890 DEADLOCK/ LATCH COMBINATION (1) -ADAMS RITE 4590 LATCH PADDLE DEVICE (1) -ADAMS RITE STANDARD LATCH STRIKE (1) - CYLINDER - SCHLAGE (7PIN) MORTISE (1) - CP II DOOR PUSH & CO-9 PULL #14 (1) - SEALAIR WEATHERING SYSTEM & EPDM BLADE SURFACE ATTACHED SWEEP STRIP (1) - STENCILLED NOTE: "DOOR TO REMAIN UNLOCKED DURING STORE OPERATION' HARDWARE SET # 3: (STOREFRONT DOOR) (2) - SET SINGLE ACTING OFFSET PIVOT HINGES (2) - DOOR CLOSER - NORTON 1601 (ADJUSTABLE FORCE) (1) - MILL FINISH ALUMINUM THRESHOLD (FOR OFFSET PIVOT AND OVERHEAD CLOSER) (1) - ADAMS RITE MS+1890 DEADLOCK I LATCH COMBINATION (1) - ADAMS RITE 4590 LATCH PADDLE DEVICE (1) -ADAMS RITE STANDARD LATCH STRIKE (1) - CYLINDER - SCHLAGE (7PIN) MORTISE (2) - CP II DOOR PUSH & CO-9 PULL #14 (1) - SEALAIR WEATHERING SYSTEM & EPDM BLADE SURFACE ATTACHED SWEEP STRIP. (1) - STENCILLED NOTE: "DOOR TO REMAIN UNLOCKED DURING STORE OPERATION' HARDWARE SET # 4: (RESTROOM DOOR) (3) - HAGER 4-1/2' X 4-1/2' BUTT FULL MORTISE HINGES NO. BB1191(NRP). STAINLESS STEEL HINGES W/ STAINLESS STEEL PINS (1) - LOCKSET SCHLAGE AL40S 'PRIVACY LOCK' FINISH 626 (US 26D) SATIN CHROME (1) - CLOSER - LCN NO.4040. STANDARD POWDER COATALUMINUM FINISH. STANDARD PLASTIC COVER. MOUNTED ON INSIDE OF ROOM (1) - WALL STOP (3) - SILENCERS HARDWARE SET # 5: (STOCKROOM DOOR) (2) -10.5" X 23' SEALED VISION PANEL WINDOW EACH WITH RADIUS GASKET (1) - SET OF REMOVABLE FULL PERIMETER SEALS (2) - 8-3/4' HIGH STANDARD JAMB GUARDS (1) - HARDWARE: CAM LIFT 90 DEG. X 90 DEG. HARDWARE SET # 6: (REAR HOLLOW METAL DOOR) (3) - HAGER 4-1/2' X 4-1/2' BUTT FULL MORTISE HINGES NO. BB1191(NRP). STAINLESS STEEL HINGES W/ STAINLESS STEEL PINS (1) - LOCKSET SCHLAGE AL53PD'ENTRANCE LOCK". FINISH 626 (US 26D) SATIN CHROME (1) - CLOSER - LCN NO.4040. STANDARD POWDER COATALUMINUM FINISH. STANDARD PLASTIC dill COVER. MOUNTED ON INTERIOR SIDE (1) - SET FULL WEATHERSTRIP (1) - DOOR SWEEP (1) -ALUMINUM THRESHOLD (ADA COMPLIANT) (1) - RAINHOOD. RE: HEAD DETAIL (1) - DOOR STRIKE COVER PLATE �41 HEAD DETAIL - H2 ALUM. STOREFRONT SYSTEM ALUM. JAMB BEYOND ALUM. DOOR RE: DOOR SCHEDULE W I TF'. BELOW ru.um. uwr% RE: DOOR SCHEDULE JAMB DETAIL - J2 SILL DETAIL - S2 ALUM. JAMB BEYOND APPLIED SWEEP ALUM. THRESHOLD BY STOREFRONT INSTALLER EXISTING CONCRETE FLOOR SLAB EXISTING EXTR SIDEWALK �N oLu o� z U io Hardware Notes 1. ADJUSTALL CLOSERS TOA5 LB MAX OPENING FORCE. 2. ALL LOCK & PASSAGE SETS TO BE SCHLAGE GRADE OR BETTER. LOCKS NEED TO BE REKEYABLE. 3. ALL DOORS & HARDWARE TO COMPLY WITH NFPA 101-5-2.1.5. 4. ALL DOORS & HARDWARE TO COMPLY WITH THE FLORIDA ACCESSIBILITY CODE & THE ADA FEDERAL REGULATION CODES, UTILIZING A LEVER LATCH OR LOCKSET. 5. FINAL CORE PROCESS FOR LOCKSETS & KEYING SHALL BE: THE SUBCONTRACTORS WILL INSTALLALL DOORS, FRAMES, HARDWARE & LOCKSETS. DOUBLE 2X BLOCKING MIN. ATJAMBS. PROVIDE EXACT SUPPORT RECOMMENDED BY DOOR MANUFACTURER - !STEEL ANGLE MOUNTED TO HEADER AND .JAMB HARDWARE COVER TOP MOUNTNG BRACKET 1,/80 THICK � - ASS FACING LOWER PIVOT PIN 8-3/4- STEEL' JAMB GUARD HEAD DETAIL - H3 JAMB DETAIL - J3 SILL DETAIL - S3 6AM131> MOUNTING DETAIL OFFSET PIVOT HARDWARE DOOR ROTATED FOR CLARITY JAMB DETAIL - J4 RE: WALL TYPES FOR FRAMING, SHEATHING, & INSULATION INFORMATION CONT. 2X WOOD BLOCKING AT ENTIRE PERIMETER OF ROUGH OPENING SOLID WOOD DOOR FRAME. PAINT INTERIOR TO MATCH DOOR. EXTR TO BE PAINT READY RE: DOOR SCHEDULE FLUSH HOLLOW CORE WOOD DOOR RE: DOOR SCHEDULE RE: WALL TYPES FOR FRAMING, SHEATHING, & INSULATION INFORMATION CONT 2X WOOD BLOCKING AT ENTIRE PERIMETER OF ROUGH OPENING FLUSH HOLLOW CORE WOOD DOOR RE: DOOR SCHEDULE SOLID WOOD DOOR FRAME. PAINT INTERIOR TO MATCH DOOR. EXTR TO BE PAINT READY RE: DOOR SCHEDULE HC WOOD DOOR. RE: SCHED. SOLID WOOD DOOR FRAME (BEYOND) COORDINATE UNDERCUT SIZE WITH MECHANICAL PLANS RE: FLOOR PLAN FOR FINISH INFORMATION � N Q O 8 � 1 ^., 0 Uw -_-w V _ a a� � U �� 3 3 Cf) C 0 E E 0 CD L i N o 6-+ J CU mm � Y U Q oes 0 M LjL m 1 'J J r Q UL CD (n N ai00 � ao J �--"lqt_ w a CU F- >_ o0 W Ca ai U U w CD w ry 0 w w a w ~ to W � a a. U 0 4 N N S CN 0 a � z rn�' w co Z _ N N ?' 0w m O TENANT BUILD OUT Al 03 eN 4 Reflected Ceiling Plan SCALE: 1/8' = V-V r ON Toilet Layout SCALE: 112' =1'-0" r ON VCT TRANSITION STRIP Toilet Layout SCALE: 1/2' =1'4r .0 21 .0 n z J .0 a L L 3 z DIMENSIONS ARE FROM INSIDE FACE OF FINISH DIMENSIONS ARE FROM INSIDE FACE OF FINISH IT1111 IT1111 DIMENSIONS ARE FROM INSIDE FACE OF FINISH 3 5 8 17 CV PROVIDE ADA COMPLIANT INSULATION OR LAV GUARD TO PROTECT FROM CONTACT. REFER TO FIXTURE SCHEDULE ON PLUMBING DRAWINGS 2 Interior Elevation 3 Interior Elevation Interior Elevation SCALE: 1/2' =1'-0" SCALE: 112" =1'-0" SCALE: 117 = V-0" 5 Drinking Fountains SCALE: 1/2'=1'-0'r eo 8" 0 0 RESTROOM co 8" go MEN WOMEN 8' UNISEX RESTROOM SIGN MEN'S RESTROOM SIGN WOMEN'S RESTROOM SIGN (FOR SPACE F4) (FOR SPACE F1-F3) (FOR SPACE F1-F3) PROVIDE (1) SIGN PER TOILET COMPLYING WITH ADA LOCAL CODE. SIGN TO HAVE RAISED AND BRAILLE CHARACTERS AND PICTORIAL SYMBOL OF ACCESSIBILITY. MOUNT CENTER OF SIGN V-0' AFF ON THE WALL ON THE STRIKE SIDE OF THE DOOR. SIGN COLOR TO BE GRAY WITH WHITE CHARACTERS. REFER TO THE FLOOR PLANS FOR RESTROOM LOCATIONS. 6 Accessible Signage SCALE: 3" =1'-0" KEY DESCRIPTION BOBRICK MODEL BRADLEY MODEL ASI MODEL REMARKS 1O 36' GRAB BAR 6806 8120-001360 3800-36 STAINLESS STEEL, SATIN FINISH 1 1/4' -1 1/2" DIAMETER, PROVIDE 1 1/4" SPACE BETWEEN BAR & WALL 2O 42' GRAB BAR 6806 8120-001420 3800-42 3O MIRROR UNIT B-294 782 0600TA 16' X 30" TILT MIRROR W/ STAINLESS STEEL FIRM. 4O TOILET TISSUE DISPENSER B-2888 5402 0030 STAINLESS STEEL, MULTI ROLL -SURFACE MOUNTED 5O PAPER TOWEL DISPENSER B-262 250-150000 0210 STAINLESS STEEL SURFACE MOUNTED 6O SOAP DISPENSER STAINLESS STEEL SURFACE MOUNTED 7O WATER CLOSET RE: ELEVATIONS ABOVE FOR FIXTURE MOUNTING HEIGHTS 8O LAVATORY RE: PLUMBING DRAWINGS FOR FIXTURE TYPE 9O HI -LOW DRINKING FOUNTAIN 8 Toilet Accessory Schedule SCALE: NTS GENERAL NOTES: 1. ALL ACCESSORIES ARE TO BE MOUNTED IN ACCORDANCE WITH THE ACCESSIBILITY CRITERIA OFAMERICAN WITH DISABILITIES ACTAS WELLAS WITH ANY APPLICABLE STATE AND LOCAL ACCESSIBILITY CODES. 2. UNLESS OTHERWISE NOTED, THE FINISH SCHEDULE FOR ALL RESTROOMS SHALL BE AS FOLLOWS: FLOORING - VCT; WALL BASE - 6' VINYL; WALLS - ENAMEL PAINT OVER WATER PROOF TYPE GYPSUM BOARD; CEILINGS -ACOUSTICAL TILE. 3. INSTALL SUPPORT BLOCKING IN WALLS WHERE NECESSARY FOR TOILET ACCESSORIES, INCLUDING GRAB BARS. REFER TO MANUFACTURING INSTALLATION INSTRUCTIONS. 4. PROVIDE INSULATION ON DRAINSAND HOT WATER LINES AT HANDICAP LAVATORIES. 5. UNLESS OTHERWISE NOTED, ALL RESTROOM CEILINGS TO BE AT 10'-0" ABOVE THE FINISHED FLOOR. 6. REFER TO A102 FOR ALL WALL TYPE INFORMATION. 9 General Notes SCALE: NTS Cn C 0 E E 0 QD L No Com ,'I -I UNNN Q 068 co UL-m J J U� (n N �F- CIO�U- �ao C Cn . +�_ w CUC-Ow 2 w ��a o F'r-N a w (U W C) x w (U W C) x z z CD J O m V� z LL � J z 0 w w 0 0 Cn Ur y- w U at 0 w ~ co F- w C7 � Q a U c� 4 w d cm rn� CD g g w 0 Q o x d OBI Of w LLI CD CDCD0 z m O w a U TENANT BUILD OUT Al 04 d . I___� - I INDEX SECTION 01100 - SUMMARY SECTION 01250 - CONTRACT MODIFICATION PROCEDURES SECTION 01290 - PAYMENT PROCEDURES SECTION 01310 - PROJECT MANAGEMENT G AND COORDINATION SECTION 01320 - CONSTRUCTION PROGRESS DOCUMENTATION SECTION 01330 - SUBMITTAL PROCEDURES SECTION 01400 - QUALITY REQUIREMENTS SECTION 01500 - TEMPORARY FACILITIES AND CONTROLS SECTION 01770 - CLOSEOUT PROCEDURES SECTION 02361- TERMITE CONTROL SECTION 03300 - CAST -IN -PLACE CONCRETE SECTION 06100 - ROUGH CARPENTRY SECTION 07210 - BUILDING INSULATION SECTION 07920 - JOINT SEALANTS SECTION 08110 - STEEL DOORS AND FRAMES SECTION 08211 - FLUSH WOOD DOORS SECTION 08410 - ALUMINUM ENTRANCES AND STOREFRONTS SECTION 08800 - GLAZING SECTION 09260 - GYPSUM BOARD ASSEMBLIES SECTION 09512 - ACOUSTICAL TILE CEILINGS SECTION 09653 - RESILIENT WALL BASE AND ACCESSORIES SECTION 09900 - PAINT AND WALL FINISHES SECTION 10801- TOILET AND BATH ACCESSORIES SECTION 01100 - SUMMARY PART 1 - GENERAL 1.1 WORK COVERED BY CONTRACT DOCUMENTS A. Project Identification: Tenants F 1-F3 & F4 at Zephyr Commons 1. Project Location: 7810, 7814, 7818 & 7822 Gall Bvld, Zephyrhills, FL. 2. Owner: Primerica Group One, Inc B. The Work consists of approximately 9,300 SF of "vanilla box" interior buildout inside an existing shell building. C. Project will be constructed under a general construction contract. 1.2 WORK SEQUENCE A. The Work shall be conducted in one phase on a schedule that is mutually agreed on by the contractor and owner. 1.3 USE OF PREMISES A. General: Contractor shall have full use of premises for construction operations, including use of Project site, during construction period. Contractor's use of premises is limited only by Owner's right to perform work or to retain other contractors on portions of Project. B. Cooperate fully with separate contractors so work on those contracts may be carried out smoothly, without interfering with or delaying work under this Contract. END OF SECTION 01100 SECTION 01250 - CONTRACT MODIFICATION PROCEDURES PART 1 - GENERAL 1.1 PROPOSAL REQUESTS A. Owner -Initiated Proposals. Do not consider proposed changes as instructions either to stop work in progress or to execute the proposed change, unless told by the owner in writing to do so. Within 14 days, submit a quotation estimating cost adjustments to the Contract Sum and the Contract Time necessary to execute the change. Include a list of all changes to quantities of prod- ucts. Indicate applicable taxes, delivery charges, and equipment rentals. And, include an updated Contractor's Construction Schedule. B. Contractor -Initiated Proposals: If latent or unforeseen conditions require modifications to the Contract, Contractor may propose changes by submitting a request for a change. Use AIA Document G709. 1.3 CHANGE ORDER PROCEDURES A. On Owner's approval of a Proposal Request, Contractor will issue a Change Order for signatures of Owner and Contractor on AIA Document G701. END OF SECTION 01250 SECTION 01290 - PAYMENT PROCEDURES PART 1 - GENERAL 1.1 SUMMARY A. This Section specifies administrative and procedural requirements necessary to prepare and process Applications for Payment. 1.2 SCHEDULE OF VALUES A. Contractor shall prepare a schedule of values that is coordinated with the Contractor's Construction Schedule. The contractor shall submit the schedule of values to the owner for approval prior to starting the work. 1.3 APPLICATIONS FOR PAYMENT A. Application for Payment shall Use AIA Documents G702 and G703. B. Notarize and execute the forms by a person authorized to sign legal documents on behalf of Contractor. Submit the forms along with waivers of lien directly to the owner for approval. Include waivers of lien. C. Waivers of Mechanic's Lien: With each Application for Payment, submit waivers of mechanic's lien from every entity who is lawfully entitled to file a mechanic's lien arising out of the Contract and related to the Work covered by the payment. D. Final Payment Application: Submit final Application for Payment with releases and supporting documentation not previously submitted and accepted, including, but not limited, to the following: 1. Evidence of completion of Project closeout requirements. 2. Insurance certificates for products and completed operations where required and proof that taxes, fees, and similar obliga- tions were paid. 3. Updated final statement, accounting for final changes to the Contract Sum. 4. AIA Document G706, "Contractor's Affidavit of Payment of Debts and Claims." 5. AIA Document G706A, "Contractor's Affidavit of Release of Liens." 6. AIA Document G707, "Consent of Surety to Final Payment." 7. Evidence that claims have been settled. 8. Final meter readings for utilities, a measured record of stored fuel, and similar data as of date of Substantial Completion or when Owner took possession of and assumed responsibility for corresponding elements of the Work. END OF SECTION 01290 SECTION 01310 - PROJECT MANAGEMENT AND COORDINATION PART 1 - GENERAL 1.1 PROJECT MEETINGS A. Schedule and conduct meetings at the Project site to coordinate subcontractors and update progress. This meetings should be weekly and as required to coordinate the work. Make the owner aware of these meetings in advance. Keep minutes of these meet- ings and forward copies to the owner and architect for their record. B. Preconstruction Conference: Schedule a preconstruction conference before starting construction, at a time convenient to Owner. END OF SECTION 01310 SECTION 01320 - CONSTRUCTION PROGRESS DOCUMENTATION PART 1 - GENERAL 1.1 CONTRACTOR'S CONSTRUCTION SCHEDULE A. Contractor's Construction Schedule Updating: At intervals appropriate to the construction, update schedule to reflect actual con- struction progress and activities. Issue schedule before each regularly scheduled progress meeting. END OF SECTION 01320 SECTION 01330 - SUBMITTAL PROCEDURES PART 1 - GENERAL 1.1 SUMMARY A. All submittals shall be sent directly to the owner for approval. No submittals should be sent directly to the architect. B. Submittals are only required for items that are aesthetic in nature. This includes, but is not limited to paint colors, ceiling tile, VCT, vinyl base, and door hardware. All finishes shall be selected by the owner from submittals prepared by the contractor. C. Submittals are required for any items where the contractor wishes to deviate from the construction drawings. These submittals must be sent directly to the owner for approval. D. Prior to starting construction, the contractor shall review the entire bill of materials with the owner to determine what items will need the owner's approval prior to purchase. END OF SECTION 01330 SECTION 01400 - QUALITY REQUIREMENTS PART 1 - GENERAL 1.1 SUMMARY A. This Section includes administrative and procedural requirements for quality assurance and quality control. B. Testing and inspecting services are required to verify compliance with requirements specified or indicated. These services do not relieve Contractor of responsibility for compliance with the Contract Document requirements. 1. Specified tests, inspections, and related actions do not limit Contractor's quality -control procedures that facilitate compli- ance with the Contract Document requirements. 2. Requirements for Contractor to provide quality -control services required by Architect, Owner, or authorities having jurisdic- tion are not limited by provisions of this Section. 1.2 DEFINITIONS A. Quality -Assurance Services: Activities, actions, and procedures performed before and during execution of the Work to guard against defects and deficiencies and ensure that proposed construction complies with requirements. B. Quality -Control Services: Tests, inspections, procedures, and related actions during and after execution of the Work to evaluate that completed construction complies with requirements. Services do not include contract enforcement activities performed by Architect. C. Mockups: Full-size, physical example assemblies to illustrate finishes and materials. Mockups are used to verify selections made under Sample submittals, to demonstrate aesthetic effects and, where indicated, qualities of materials and execution, and to review construction, coordination, testing, or operation; they are not Samples. Mockups establish the standard by which the Work will be judged. D. Testing Agency: An entity engaged to perform specific tests, inspections, or both. Testing laboratory shall mean the same as test- ing agency. 1.3 SUBMITTALS A. Reports: Prepare and submit certified written reports that include the following: 1. Date of issue. 2. Project title and number. 3. Name, address, and telephone number of testing agency. 4. Dates and locations of samples and tests or inspections. 5. Names of individuals making tests and inspections. 6. Description of the Work and test and inspection method. 7. Identification of product and Specification Section. 8. Complete test or inspection data. 9. Test and inspection results and an interpretation of test results. 10. Ambient conditions at time of sample taking and testing and inspecting. 11. Comments or professional opinion on whether tested or inspected Work complies with the Contract Document require- ments. 12. Name and signature of laboratory inspector. 13. Recommendations on retesting and reinspecting. B. Permits, Licenses, and Certificates: For Owner's records, submit copies of permits, licenses, certifications, inspection reports, releases, jurisdictional settlements, notices, receipts for fee payments, judgments, correspondence, records, and similar documents, established for compliance with standards and regulations bearing on performance of the Work. 1.5 QUALITY ASSURANCE A. Fabricator Qualifications: A firm experienced in producing products similar to those indicated for this Project and with a record of successful in-service performance, as well as sufficient production capacity to produce required units. B. Factory -Authorized Service Representative Qualifications: An authorized representative of manufacturer who is trained and approved by manufacturer to inspect installation of manufacturer's products that are similar in material, design, and extent to those indicated for this Project. C. Installer Qualifications: A firm or individual experienced in installing, erecting, or assembling work similar in material, design, and extent to that indicated for this Project, whose work has resulted in construction with a record of successful in-service perfor- mance. D. Manufacturer Qualifications: A firm experienced in manufacturing products or systems similar to those indicated for this Project and with a record of successful in-service performance. E. Professional Engineer Qualifications: A professional engineer who is legally qualified to practice in jurisdiction where Project is located and who is experienced in providing engineering services of the kind indicated. Engineering services are defined as those performed for installations of the system, assembly, or product that are similar to those indicated for this Project in material, design, and extent. F. Specialists: Certain sections of the Specifications require that specific construction activities shall be performed by entities who are recognized experts in those operations. Specialists shall satisfy qualification requirements indicated and shall be engaged for the activities indicated. 1. Requirement for specialists shall not supersede building codes and similar regulations governing the Work, nor interfere with local trade -union jurisdictional settlements and similar conventions. G. Testing Agency Qualifications: An agency with the experience and capability to conduct testing and inspecting indicated, as docu- mented by ASTM E 548, and that specializes in types of tests and inspections to be performed. 1.6 QUALITY CONTROL A. Owner Responsibilities: Where quality -control services are indicated as Owner's responsibility, Owner will engage a qualified testing agency to perform these services. 1. Owner will furnish Contractor with names, addresses, and telephone numbers of testing agencies engaged and a description of the types of testing and inspecting they are engaged to perform. 2. Costs for retesting and reinspecting construction that replaces or is necessitated by work that failed to comply with the Con- tract Documents will be charged to Contractor. B. Contractor Responsibilities: Unless otherwise indicated, provide quality -control services specified and required by authorities having jurisdiction. 1. Where services are indicated as Contractor's responsibility, engage a qualified testing agency to perform these quality - control services. a. Contractor shall not employ the same entity engaged by Owner, unless agreed to in writing by Owner. 2. Notify testing agencies at least 24 hours in advance of time when Work that requires testing or inspecting will be per- formed. 3. Where quality -control services are indicated as Contractor's responsibility, submit a certified written report, in duplicate, of each quality -control service. 4. Testing and inspecting requested by Contractor and not required by the Contract Documents are Contractor's responsibil- ity. 5. Submit additional copies of each written report directly to authorities having jurisdiction, when they so direct. C. Manufacturer's Field Services: Where indicated, engage a factory -authorized service representative to inspect field -assembled components and equipment installation, including service connections. Report results in writing. D. Retesting/Reinspecting: Regardless of whether original tests or inspections were Contractor's responsibility, provide quality - control services, including retesting and reinspecting, for construction that revised or replaced Work that failed to comply with requirements established by the Contract Documents. E. Testing Agency Responsibilities: Cooperate with Architect and Contractor in performance of duties. Provide qualified personnel to perform required tests and inspections. 1. Notify Architect and Contractor promptly of irregularities or deficiencies observed in the Work during performance of its services. 2. Interpret tests and inspections and state in each report whether tested and inspected work complies with or deviates from requirements. 3. Submit a certified written report, in duplicate, of each test, inspection, and similar quality -control service through Contrac- tor. 4. Do not release, revoke, alter, or increase requirements of the Contract Documents or approve or accept any portion of the Work. 5. Do not perform any duties of Contractor. END OF SECTION 01400 SECTION 01500 - TEMPORARY FACILITIES AND CONTROLS PART 1 - GENERAL 1.1 SUMMARY A. This Section includes requirements for temporary facilities and controls, including temporary utilities, support facilities, and secu- rity and protection facilities. 1.2 USE CHARGES A. General: Cost or use charges for temporary facilities are not chargeable to Owner or Architect and shall be included in the Contract Sum. . B. Sewer Service: Pay sewer service use charges for sewer usage, by all parties engaged in construction, at Project site. C. Water Service: Pay water service use charges, whether metered or otherwise, for water used by all entities engaged in construction activities at Project site. D. Electric Power Service: Pay electric power service use charges, whether metered or otherwise, for electricity used by all entities engaged in construction activities at Project site. 1.3 QUALITY ASSURANCE A. Standards: Comply with ANSI A10.6, NECA's "Temporary Electrical Facilities," and NFPA 241. 1. Trade Jurisdictions: Assigned responsibilities for installation and operation of temporary utilities are not intended to inter- fere with trade regulations and union jurisdictions. 2. Electric Service: Comply with NECA, NEMA, and UL standards and regulations for temporary electric service. Install service to comply with NFPA 70. B. Tests and Inspections: Arrange for authorities having jurisdiction to test and inspect each temporary utility before use. Obtain required certifications and permits. PART 2 - PRODUCTS 2.1 EQUIPMENT A. General: Provide equipment suitable for use intended. B. Fire Extinguishers: Hand carried, portable, UL rated. Provide class and extinguishing agent as indicated or a combination of extinguishers of NFPA-recommended classes for exposures in quantities and locations determined by regulation of any authority having jurisdiction. l . Comply with NFPA 10 and NFPA 241 for classification, extinguishing agent, and size required by location and class of fire exposure. C. Self -Contained Toilet Units: Single -occupant units of chemical, aerated recirculation, or combustion type; vented; fully enclosed with a glass -fiber -reinforced polyester shell or similar nonabsorbent material in quantities and locations determined by regulation of any authority having jurisdiction D Drinking -Water Fixtures: Drinking -water fountains or Containerized tap -dispenser, bottled -water drinking -water units including paper cup supply in quantities and locations determined by regulation of any authority having jurisdiction E. Electrical Outlets: Properly configured, NEMA-polarized outlets to prevent insertion of I I0- to 120-V plugs into higher -voltage outlets; equipped with ground -fault circuit interrupters, reset button, and pilot light. F. Power Distribution System Circuits: Where permitted and overhead and exposed for surveillance, wiring circuits, not exceeding 125-V ac, 20-A rating, and lighting circuits may be nonmetallic sheathed cable. PART 3 - EXECUTION 3.1 INSTALLATION, GENERAL A. Locate facilities where they will serve Project adequately and result in minimum interference with performance of the Work. Relo- cate and modify facilities as required. B. Provide each facility ready for use when needed to avoid delay. Maintain and modify as required. Do not remove until facilities are no longer needed or are replaced by authorized use of completed permanent facilities. 3.2 TEMPORARY UTILITY INSTALLATION A. General: Engage appropriate local utility company to install temporary service or connect to existing service. Where utility com- pany provides only part of the service, provide the remainder with matching, compatible materials and equipment. Comply with utility company recommendations. 1. Arrange with utility company, Owner, and existing users for time when service can be interrupted, if necessary, to make connections for temporary services. 2. Provide adequate capacity at each stage of construction. Before temporary utility is available, provide trucked -in services. B. Sewers and Drainage: If sewers are available, provide temporary connections to remove effluent that can be discharged lawfully. If sewers are not available or cannot be used, provide drainage ditches, dry wells, stabilization ponds, and similar facilities. If neither sewers nor drainage facilities can be lawfully used for discharge of effluent, provide containers to remove and dispose of effluent off -site in a lawful manner. C. Water Service: Install water service and distribution piping in sizes and pressures adequate for construction until permanent water service is in use. Sterilize temporary water piping before use. D. Sanitary Facilities: Provide temporary toilets, wash facilities, and drinking -water fixtures. Comply with regulations and health codes for type, number, location, operation, and maintenance of fixtures and facilities. E. Heating and Cooling: Provide temporary heating and cooling required by construction activities for curing or drying of completed installations or for protecting installed construction from adverse effects of low temperatures or high humidity. 1. Maintain a minimum temperature of 50 deg F in permanently enclosed portions of building for normal construction activi- ties, and 65 deg F for finishing activities and areas where finished Work has been installed. F. Ventilation and Humidity Control: Provide temporary ventilation required by construction activities for curing or drying of com- pleted installations or for protecting installed construction from adverse effects of high humidity. . G. Electric Power Service: Provide weatherproof, grounded electric power service and distribution system of sufficient size, capac- ity, and power characteristics during construction period. Include meters, transformers, overload -protected disconnecting means, automatic ground -fault interrupters, and main distribution switchgear. H. Lighting: Provide temporary lighting with local switching that provides adequate illumination for construction operations and traffic conditions. I. Telephone Service: Provide temporary telephone service throughout construction period for common -use facilities used by all personnel engaged in construction activities. 1. Provide additional telephone lines for the following: a. Provide a dedicated telephone line for each facsimile machine and computer with modem in each field office. 2. Provide an answering machine on superintendent's telephone. 3. Provide a facsimile machine for site use 4. Provide a portable cellular telephone for superintendent's use in making and receiving telephone calls when away from field office. 3.3 SUPPORT FACILITIES INSTALLATION A. General: Comply with the following: 1. Locate field offices, storage sheds, sanitary facilities, and other temporary construction and support facilities for easy access, making them accessible for handicap access where required by the authority having jurisdiction. 2. Maintain support facilities until near Substantial Completion. Remove before Substantial Completion. Personnel remain- ing after Substantial Completion will be permitted to use permanent facilities, under conditions acceptable to Owner. 3.4 OPERATION, TERMINATION, AND REMOVAL A. Termination and Removal: Remove each temporary facility when need for its service has ended, when it has been replaced by authorized use of a permanent facility, or no later than Substantial Completion. Complete or, if necessary, restore permanent construction that may have been delayed because of interference with temporary facility. Repair damaged Work, clean exposed surfaces, and replace construction that cannot be satisfactorily repaired. 1. Materials and facilities that constitute temporary facilities are the property of Contractor. Owner reserves right to take pos- session of Project identification signs. . 2. Remove temporary paving not intended for or acceptable for integration into permanent paving. Where area is intended for landscape development, remove soil and aggregate fill that do not comply with requirements for fill or subsoil. Remove materials contaminated with road oil, asphalt and other petrochemical compounds, and other substances that might impair growth of plant materials or lawns. Repair or replace street paving, curbs, and sidewalks at temporary entrances, as required by authorities having jurisdiction. 3. At Substantial Completion, clean and renovate permanent facilities used during construction period. Comply with final cleaning requirements in Division 1 Section "Closeout Procedures." END OF SECTION 01500 SECTION 01770 - CLOSEOUT PROCEDURES PART 1 - GENERAL . 1.1 SUMMARY A. This Section includes administrative and procedural requirements for contract closeout, including, but not limited to, the follow- ing: 1. Inspection procedures. 2. Project Record Documents. 3. Operation and maintenance manuals. 4. Warranties. 5. Instruction of Owner's personnel. 6. Final cleaning. 1.2 SUBSTANTIAL COMPLETION A. Preliminary Procedures: Before requesting inspection for determining date of Substantial Completion, complete the following. List items below that are incomplete in request. 1. Prepare a list of items to be completed and corrected (punch list), the value of items on the list, and reasons why the Work is not complete. 2. Advise Owner of pending insurance changeover requirements. 3. Submit specific warranties, workmanship bonds, maintenance service agreements, final certifications, and similar docu- ments. 4. Obtain and submit releases permitting Owner unrestricted use of the Work and access to services and utilities. Include occupancy permits, operating certificates, and similar releases. 5. Prepare and submit Project Record Documents, operation and maintenance manuals, property surveys, and similar final record information. 6. Deliver tools, spare parts, extra materials, and similar items to location designated by Owner. Label with manufacturer's name and model number where applicable. 7. Make final changeover of permanent locks and deliver keys to Owner. Advise Owner's personnel of changeover in security provisions. 8. Complete startup testing of systems. 9. Submit test/adjust/balance records. 10. Terminate and remove temporary facilities from Project site, along with mockups, construction tools, and similar ele- ments. 11. Advise Owner of changeover in heat and other utilities. 12. Submit changeover information related to Owner's occupancy, use, operation, and maintenance. 13. Complete final cleaning requirements, including touchup painting. 14. Touch up and otherwise repair and restore marred exposed finishes to eliminate visual defects. 1.3 FINAL COMPLETION A. Preliminary Procedures: Before requesting final inspection for determining date of Final Completion, complete the following: 1. Submit a final Application for Payment according to Division 1 Section "Payment Procedures." 2. Submit certified copy of Architect's Substantial Completion inspection list of items to be completed or corrected (punch list endorsed and dated b Architect. The certified co of the list shall state that each item has been completed or other- wise resolved for acceptance. 3. Submit evidence of final, continuing insurance coverage complying with insurance requirements. 4. Submit pest -control final inspection report and warranty. 5. Instruct Owner's personnel in operation, adjustment, and maintenance of products, equipment, and systems. 1.4 PROJECT RECORD DOCUMENTS A. General: Do not use Project Record Documents for construction purposes. Protect Project Record Documents from deterioration and loss. Provide access to Project Record Documents for Architect's reference during normal working hours. B. Record Drawings: Maintain and submit one set of blue- or black -line white prints of Contract Drawings and Shop Drawings. A 1.6 B 1.7 A B C. PART 2 - 2.1 U PART 3 - 3.1 A. 1. Mark Record Prints to show the actual installation where installation varies from that shown originally. Require individual or entity who obtained record data, whether individual or entity is Installer, subcontractor, or similar entity, to prepare the marked -up Record Prints. a. Give particular attention to information on concealed elements that cannot be readily identified and recorded later. b. Record data as soon as possible after obtaining it. Record and check the markup before enclosing concealed instal- lations. 2. Mark record sets with erasable, red -colored pencil. Use other colors to distinguish between changes for different categories of the Work at the same location. 3. Note Construction Change Directive numbers, Change Order numbers, alternate numbers, and similar identification where applicable. 4. Identify and date each Record Drawing; include the designation "PROJECT RECORD DRAWING" in a prominent location. Organize into manageable sets; bind each set with durable paper cover sheets. Include identification on cover sheets. Miscellaneous Record Submittals: Assemble miscellaneous records required by other Specification Sections for miscellaneous record keeping and submittal in connection with actual performance of the Work. Bind or file miscellaneous records and identify each, ready for continued use and reference. OPERATION AND MAINTENANCE MANUALS Assemble a complete set of operation and maintenance data indicating the operation and maintenance of each system, subsystem, and piece of equipment not part of a system. Include operation and maintenance data required in individual Specification Sections and as follows: 1. Operation Data: Include emergency instructions and procedures, system and equipment descriptions, operating procedures, and sequence of operations. 2. Maintenance Data: Include manufacturer's information, list of spare parts, maintenance procedures, maintenance and ser- vice schedules for preventive and routine maintenance, and copies of warranties and bonds. Organize operation and maintenance manuals into suitable sets of manageable size. Bind and index data in heavy-duty, three- ring, vinyl -covered, loose-leaf binders, in thickness necessary to accommodate contents, with pocket inside the covers to receive folded oversized sheets. Identify each binder on front and spine with the printed title "OPERATION AND MAINTENANCE MANUAL," Project name, and subject matter of contents. WARRANTIES Submittal Time: Submit written warranties on request of Architect for designated portions of the Work where commencement of warranties other than date of Substantial Completion is indicated. Organize warranty documents into an orderly sequence based on the table of contents of the Project Manual. 1. Bind warranties and bonds in heavy-duty, 3-ring, vinyl -covered, loose-leaf binders, thickness as necessary to accommodate contents. 2. Provide heavy paper dividers with plastic -covered tabs for each separate warranty. Mark tab to identify the product or installation. Provide a typed description of the product or installation, including the name of the product and the name, address, and telephone number of Installer. 3. Identify each binder on the front and spine with the typed or printed title "WARRANTIES," Project name, and name of Contractor. Provide additional copies of each warranty to include in operation and maintenance manuals. PRODUCTS MATERIALS Cleaning Agents: Use cleaning materials and agents recommended by manufacturer or fabricator of the surface to be cleaned. Do not use cleaning agents that are potentially hazardous to health or property or that might damage finished surfaces. EXECUTION FINAL CLEANING Cleaning: Employ experienced workers or professional cleaners for final cleaning. Clean each surface or unit to condition expected in an average commercial building cleaning and maintenance program. Comply with manufacturer's written instruc- tions. I. Complete the following cleaning operations before requesting inspection for certification of Substantial Completion for entire Project or for a portion of Project: a. Clean Project site, yard, and grounds, in areas disturbed by construction activities, including landscape development areas, of rubbish, waste material, litter, and other foreign substances. b. Sweep paved areas broom clean. Remove petrochemical spills, stains, and other foreign deposits. C. Rake grounds that are neither planted nor paved to a smooth, even -textured surface. d. Remove tools, construction equipment, machinery, and surplus material from Project site. e. Clean exposed exterior and interior hard -surfaced finishes to a dirt -free condition, free of stains, films, and similar foreign substances. Avoid disturbing natural weathering of exterior surfaces. Restore reflective surfaces to their original condition. f. Remove debris and surface dust from limited access spaces, including roofs, plenums, shafts, trenches, equipment vaults, manholes, attics, and similar spaces. g. Sweep concrete floors broom -clean in unoccupied spaces. h. Vacuum carpet and similar soft surfaces, removing debris and excess nap; shampoo if visible soil or stains remain. i. Clean transparent materials, including mirrors and glass in doors and windows. Remove glazing compounds and other noticeable, vision -obscuring materials. Replace chipped or broken glass and other damaged transparent materi- als. Polish mirrors and glass, taking care not to scratch surfaces. j. Remove labels that are not permanent. k. Touch up and otherwise repair and restore marred, exposed finishes and surfaces. Replace finishes and surfaces that cannot be satisfactorily repaired or restored or that already show evidence of repair or restoration. 2) 1) Do not paint over "UL" and similar labels, including mechanical and electrical nameplates. 1. Wipe surfaces of mechanical and electrical equipment and similar equipment. Remove excess lubrication, paint and mortar droppings, and other foreign substances. in. Replace parts subject to unusual operating conditions. n. Clean plumbing fixtures to a sanitary condition, free of stains, including stains resulting from water exposure. o. Replace disposable air filters and clean permanent air filters. Clean exposed surfaces of diffusers, registers, and grills. p. Clean light fixtures, lamps, globes, and reflectors to function with full efficiency. Replace burned -out bulbs, and those noticeably dimmed by hours of use, and defective and noisy starters in fluorescent and mercury vapor fixtures to comply with requirements for new fixtures. q. Leave Project clean and ready for occupancy. B. Comply with safety standards for cleaning. Do not burn waste materials. Do not bury debris or excess materials on Owner's property. Do not discharge volatile, harmful, or dangerous materials into drainage systems. Remove waste materials from Project site and dispose of lawfully. END OF SECTION 01770 SECTION 02361 - TERMITE CONTROL PART 1 - GENERAL 1.1 SUMMARY A. This Section includes soil treatment for termite control. 1.2 SUBMITTALS A. Product Data: For each product indicated, including EPA -Registered Label. B. Product certificates. 1.3 QUALITY ASSURANCE A. Applicator Qualifications: A pest control operator who is licensed according to regulations of authorities having jurisdiction to apply termite control treatment in jurisdiction where Project is located. B. Regulatory Requirements: Formulate and apply termiticides, and label with a Federal registration number, to comply with EPA regulations and authorities having jurisdiction. 1.4 WARRANTY A. Soil Termiticide Special Warranty: Manufacturer's standard form, signed by applicator and Contractor, certifying that applied soil termiticide treatment will prevent infestation of subterranean termites. If subterranean termite activity or damage is discovered within 5 years from date of Substantial Completion, re -treat soil and repair or replace damage caused by termite infestation. PART 2 - PRODUCTS 2.1 TERMITE CONTROL A. Soil Treatment: EPA -registered termiticide complying with requirements of authorities having jurisdiction, in a soluble or emul- sible, concentrated formulation that dilutes with water or foaming agent. Use only soil treatment solutions that are not harmful to plants. 1. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorpo- rated into the Work include, but are not limited to, the following: a. AgrEvo Environmental Health, Inc.; a company of Hoechst and Schering, Berlin. b. Bayer Corp.; Garden & Professional Care. C. DowElanco. PART 3 - EXECUTION 3.1 SOIL TREATMENT APPLICATION A. Apply soil treatment at the label volume and rate for the maximum termiticide concentration allowed for each specific use, accord- ing to the product's EPA -Registered Label. 1. Mix termiticide solution to a uniform consistency. 2. Apply to produce a continuous horizontal and vertical termiticidal barrier or treated zone around and under building con- struction. Distribute the treatment evenly. 3. Slabs -on -Grade and Basement Slabs: Under ground -supported slab construction, including footings, building slabs, and attached slabs as an overall treatment. Treat soil materials before concrete footings and slabs are placed. 4. Foundations: Adjacent soil including soil along entire inside perimeter of foundation walls, along both sides of interior partition walls, around plumbing pipes and electric conduit penetrating slab, and around interior column footers, piers, and chimney bases; and along entire outside perimeter, from grade to bottom of footing. Avoid soil washout around footings. 5. Crawlspaces: Soil under and adjacent to foundations. Treat adjacent areas including around entrance platform, porches, and equipment bases. Apply overall treatment only where attached concrete platform and porches are on fill or ground. U C) `o N O ^I"1 o U UU y � * `� °j U • r-4 � cam, Cd ;_4 °' U 0 U .Z U P-4 w cmE N '' M6 oI o� i O LL N oI ON ; X CD 0 (r� zco w in N = oc -a- Cl) i 0 4+0 CZ U ui • V �_ Cv �- (D- w w v/ ) Q* ... '* ... .. ... .. Cl) ... 421 _z W8 J O) mm Q z a ; w � >'. w� N ............. r ,�­__­_ w ... ... 111 ... 111 111 .. .. :� ", F_ M cc w a - CD 0 r� LU co g. Q N J w N ' `7 "? '0 , t- CO '� 0 111 o � mi Q m w 11-11,11.1 Y w a3 o w ml = 8 Q J C3 U m a. N N U O = U TENANT BUILD OUT A001 - � _ r�a.--!!= 6. Masonry: Treat voids. 7. Penetrations: At expansion joints, control joints, and areas where slabs will be penetrated. B. Avoid disturbance of treated soil after application. Keep off treated areas until completely y dry. C. Protect termiticide solution, dispersed in treated soils and fills, from being diluted until ground -supported slabs are installed. Use waterproof barrier according to EPA -Registered Label instructions. D. Post warning signs in areas of application. E. Reapply soil treatment solution to areas disturbed by subsequent excavation, grading, landscaping, or other construction activities following application. END OF SECTION 02361 SECTION 03300 - CAST -IN -PLACE CONCRETE PART 1 - GENERAL 1.1 SUMMARY A. This Section includes cast -in -place concrete, including reinforcement, concrete materials, mix design, placement procedures, and finishes. 1.2 SUBMITTALS A. Product Data: For each manufactured material and product indicated. B. Design Mixes: For each concrete mix indicated. C. Shop Drawings: Include details of steel reinforcement placement including material, grade, bar schedules, stirrup spacing, bent bar diagrams, arrangement, and supports. D. Material test reports. 1.3 QUALITY ASSURANCE A. Manufacturer Qualifications: A firm experienced in manufacturing ready -mixed concrete products complying with ASTM C 94 requirements for production facilities and equipment. B. Comply with ACI 301, "Specification for Structural Concrete," including the following, unless modified by the requirements of the Contract Documents. l . General requirements, including submittals, quality assurance, acceptance of structure, and protection of in -place concrete. 2. Formwork and form accessories. 3. Steel reinforcement and supports. 4. Concrete mixtures. 5. Handling, placing, and constructing concrete. PART 2 - PRODUCTS 2.1 MATERIALS A. Formwork: Furnish formwork and form accessories according to ACI 301. B. Steel Reinforcement: 1. Reinforcing Bars: ASTM A 615/A 615M, Grade 60, deformed. 2. Welded Wire Fabric: ASTM A 185, fabricated from as -drawn steel wire into flat sheets. C. Concrete Materials: 1. Portland Cement: ASTM C 150, Type I. 2. Normal -Weight Aggregate: ASTM C 33, uniformly graded, not exceeding 1/4-inch nominal size. 3. Lightweight Aggregate: ASTM C 330. 4. Water: Complying with ASTM C 94. D. Admixtures: 1. Air -Entraining Admixture: ASTM C 260. 2. Water -Reducing Admixture: ASTM C 494, Types A, D, F or G. If "F", see 2.2A. E. Vapor Retarder: Polyethylene sheet, ASTM D 4397, not less than 10 mils thick. F. Preformed Joint -Filler: ASTM D 1751, asphalt -saturated cellulosic fiber. G. Curing Materials: 1. Evaporation Retarder: Waterborne, monomolecular film forming, manufactured for application to fresh concrete. 2. Moisture -Retaining Cover: ASTM C 171, polyethylene film. 3. Water: Potable. 4. Clear, Solvent -Borne, Membrane -Forming Curing Compound: ASTM C 309, Type 1, Class B. 2.2 CONCRETE MIXES A. Comply with ACI 301 requirements for concrete mixtures. B. Prepare design mixes, proportioned according to ACI 301, for normal -weight concrete determined by either laboratory trial mix or field test data bases, as follows: 1. Compressive Strength (28 Days). 2. Slump: 4 inches. PART 3 - EXECUTION 3.1 INSTALLATION, GENERAL A. Formwork: Design, construct, erect, shore, brace, and maintain formwork according to ACI 301. B. Vapor Retarder: Install, protect, and repair vapor -retarder sheets according to ASTM E 1643; place sheets in position with longest dimension parallel with direction of pour. 1. Lap joints 6 inches and seal with manufacturer's recommended tape. C. Steel Reinforcement: Comply with CRSI's "Manual of Standard Practice" for fabricating, placing, and supporting reinforce- ment. 1. Do not cut or puncture vapor retarder. Repair damage and reseal vapor retarder before placing concrete. D. Joints: Construct joints true to line with faces perpendicular to surface plane of concrete. 1. Construction Joints: Locate and install so as not to impair strength or appearance of concrete, at locations indicated or as approved by Architect. 2. Isolation Joints: Install preformed joint filler at junctions with slabs -on -grade and vertical surfaces, such as column ped- estals, foundation walls, grade beams, and other locations, to full width and depth of joint, terminating flush with finished concrete surface, unless otherwise indicated. 3. Contraction Joints in Slabs -on -Grade: Form weakened -plane contraction joints, sectioning concrete into areas as indicated. Construct contraction joints for a depth equal to at least one-fourth of the concrete thickness, as follows: a. Sawed Joints: Form contraction joints with power saws equipped with shatterproof abrasive or diamond -rimmed blades. Cut 1/8-inch- wide joints into concrete when cutting action will not tear, abrade, or otherwise damage surface and before concrete develops random contraction cracks. E. Tolerances: Comply with ACI 117, "Specifications for Tolerances for Concrete Construction and Materials." 3.2 CONCRETE PLACEMENT A. Comply with recommendations in ACI 304R for measuring, mixing, transporting, and placing concrete. B. Consolidate concrete with mechanical vibrating equipment. 3.3 FINISHING FORMED SURFACES A. Rough -Formed Finish: As -cast concrete texture imparted by form -facing material with tie holes and defective areas repaired and patched, and fins and otherprojectionsi 1 4 'n h in height p e exceeding / inch � he gh rubbed down or chipped off. 1. Apply to concrete surfaces not exposed to public view. B. Smooth -Formed Finish: As -cast concrete texture imparted by form -facing material, arranged in an orderly and symmetrical manner with a minimum of seams. Repair and patch tie holes and defective areas. Completely remove fins and other projec- tions. 1. Apply to concrete surfaces exposed to public view or to be covered with a coating or covering material applied directly to M 3.4 A. B. C. D. E. F. 3.5 A. B. C. D. concrete, such as waterproofing, dampproofing, veneer plaster, or painting. 2. Apply grout -cleaned finish, defined in ACI 301, to smooth -formed finished concrete. Related Unformed Surfaces: At tops of walls, horizontal offsets, and similar unformed surfaces adjacent to formed surfaces, strike off smooth and finish with a texture matching adjacent formed surfaces. Continue final surface treatment of formed surfaces uni- formly across adjacent unformed surfaces, unless otherwise indicated. FINISHING UNFORMED SURFACES General: Comply with ACI 302.1R for screeding, restraightening, and finishing operations for concrete surfaces. Do not wet concrete surfaces. Screed surfaces with a straightedge and strike off. Begin initial floating using bull floats or darbies to form a uniform and open - textured surface plane before excess moisture or bleedwater appears on the surface. Scratch Finish: Apply scratch finish to surfaces to receive concrete floor topping or mortar setting beds for ceramic or quarry tile, portland cement terrazzo, and other bonded cementitious floor finish, unless otherwise indicated. Float Finish: Apply float finish to surfaces indicated, to surfaces to receive trowel finish, and to floor and slab surfaces to be cov- ered with fluid -applied or sheet waterproofing, built-up or membrane roofing, or sand -bed terrazzo. Trowel Finish: Apply a hard trowel finish to surfaces indicated and to floor and slab surfaces exposed to view or to be covered with resilient flooring, carpet, ceramic or quarry tile set over a cleavage membrane, paint, or another thin film -finish coating system. Nonslip Broom Finish: Apply a nonslip broom finish to surfaces indicated and to exterior concrete platforms, steps, and ramps. Immediately after float finishing, slightly roughen trafficked surface by brooming with fiber -bristle broom perpendicular to main traffic route. CONCRETE PROTECTION AND CURING General: Protect freshly placed concrete from premature drying and excessive cold or hot temperatures. Comply with ACI 306.1 for cold -weather protection, and follow recommendations in ACI 305R for hot -weather protection during curing. Evaporation Retarder: Apply evaporation retarder to concrete surfaces if hot, dry, or windy conditions occur before and during finishing operations. Apply according to manufacturer's written instructions after placing, screeding, and bull floating or darbying concrete, but before float finishing. Begin curing after finishing concrete, but not before free water has disappeared from concrete surface. Cure formed and unformed concrete for at least seven days as follows: 1. Curing Compound: Apply uniformly in continuous operation by power spray or roller according to manufacturer's written instructions. Recoat areas subjected to heavy rainfall within three hours after initial application. Maintain continuity of coating and repair damage during curing period. 3.6 FIELD QUALITY CONTROL A. Testing Agency: Owner will engage a qualified independent testing and inspecting agency to sample materials, perform tests, and submit test reports during concrete placement. Tests will be performed according to ACI 301. 1. Testing Frequency: One composite sample for each day's pour of each concrete mix exceeding 5 cu. yd., but less than 25 cu. yd., plus one set for each additional 50 cu. yd. or fraction thereof. END OF SECTION 03300 SECTION 06100 - ROUGH CARPENTRY PART 1 - GENERAL 1.1 SUMMARY A. This Section includes the following: 1. Wood blocking. 2. Wood nailers. 3. Wood sheathing. 4. Plywood backing panels. PART 2 - PRODUCTS 2.1 WOOD PRODUCTS, GENERAL A. Lumber: DOC PS 20 and applicable rules of lumber grading agencies certified by the American Lumber Standards Committee Board of Review. 1. Factory mark each piece of lumber with grade stamp of grading agency. 2. For exposed lumber indicated to receive stained or natural finish, mark grade stamp on end or back of each piece. 3. Provide dressed lumber, S4S, unless otherwise indicated. 4. Provide dry lumber with 15 percent maximum moisture content at time of dressing for 2-inch nominal thickness or less, unless otherwise indicated. B. Wood Structural Panels: 1. Plywood: DOC PS 1 . 2. Oriented Strand Board: DOC PS 2. 2.2 WOOD -PRESERVATIVE -TREATED MATERIALS A. Preservative Treatment by Pressure Process: AWPA C2 (lumber) and AWPA C9 (plywood), except that lumber that is not in con- tact with the ground and is continuously protected from liquid water may be treated according to AWPA C31 with inorganic boron (SBX). B. Application: Treat items indicated on Drawings, and the following: 1. Wood cants, nailers, curbs, equipment support bases, blocking, stripping, and similar members in connection with roofing, flashing, vapor barriers, and waterproofing. 2. Wood sills, sleepers, blocking, furring, stripping, and similar concealed members in contact with masonry or concrete. 3. Wood framing members less than 18 inches above grade. 4. Wood floor plates that are installed over concrete slabs directly in contact with earth. 2.3 FIRE -RETARDANT -TREATED MATERIALS A. General: Where fire -retardant -treated materials are indicated, provide materials that comply with performance requirements in AWPA C20 (lumber) and AWPA C27 (plywood). Identify fire -retardant -treated wood with appropriate classification marking of UL, U.S. Testing, Timber Products Inspection, or another testing and inspecting agency acceptable to authorities having jurisdic- tion. 1. Use treatment for which chemical manufacturer publishes physical properties of treated wood after exposure to elevated tem- peratures, when tested by a qualified independent testing agency according to ASTM D 5664, for lumber and ASTM D 5516, for plywood. 2. Use treatment that does not promote corrosion of metal fasteners. 3. Use Exterior type for exterior locations and where indicated. 4. Use Interior Type A High Temperature (HT), unless otherwise indicated. 2.4 DIMENSION LUMBER A. General: Of grades indicated according to the American Lumber Standards Committee National Grading Rule provisions of the grading agency indicated. B. Non -Load -Bearing Interior Partitions: Construction, Stud, or No. 2 grade and any of the following species: 1. Mixed southern pine; SPIB. 2. Eastern softwoods; NELMA. C. Exposed Framing: Hand select material for uniformity of appearance and freedom from characteristics that would impair finish appearance. 1. Species and Grade: As indicated above for load -bearing construction of same type. 2. Species and Grade: Hem -fir or Hem -fir (north), Select Structural grade; NLGA, WCLIB, or WWPA. 3. Species and Grade: Southern pine, Select Structural No. I grade; SPIB. 4. Species and Grade: Spruce -pine -fir or Spruce -pine -fir (south), Select Structural No. 1 grade; NELMA, NLGA, WCLIB, or W WPA. 2.5 SHEATHING A. Plywood Wall Sheathing: Exterior, Structural I sheathing. B. Paper -Surfaced Gypsum Wall Sheathing: ASTM C 79/C 79M, with water-resistant material incorporated into core and with water- repellent paper bonded to core's face, back, and long edges. 1. Manufacturers: a. American Gypsum Co. b. G-P Gypsum Corporation. C. National Gypsum Company. d. United States Gypsum Co. 2. Type and Thickness: Regular, 1/2 inch and Type X, 5/8 inch thick as indicated on drawings. C. Glass -Mat Gypsum Wall Sheathing: ASTM C 1177/C 1177M. 1. Product: Subject to compliance with requirements, provide "Dens -Glass Gold" by G-P Gypsum Corp. 2. Type and Thickness: Regular, 1/2 inch and Type X, 5/8 inch thick as indicated on drawings. D. Extruded -Polystyrene -Foam Wall Sheathing: ASTM C 578, Type IV, in manufacturer's standard lengths and widths with tongue - and -groove or shiplap long edges as standard with manufacturer. 1. Manufacturers: a. DiversiFoam Products. b. Dow Chemical Company (The). C. Owens Corning. d. Tenneco Building Products. E. Plywood Roof Sheathing: Exterior sheathing. F. Oriented -Strand -Board Roof Sheathing: Exposure 1 sheathing. 2.6 PLYWOOD BACKING PANELS A. Telephone and Electrical Equipment Backing Panels: DOC PS 1, Exposure 1, C-D Plugged, fire -retardant treated, in thickness indicated or, if not indicated, not less than 1/2 inch thick. 2.7 MISCELLANEOUS MATERIALS A. Fasteners: 1. Where rough carpentry is exposed to weather, in ground contact, or in area of high relative humidity, provide fasteners with hot -dip zinc coating complying with ASTM A 153/A 153M. 2. Power -Driven Fasteners: CABO NER-272. 3. Bolts: Steel bolts complying with ASTM A 307, Grade A; with ASTM A 563 hex nuts and, where indicated, flat washers. B. Metal Framing Anchors: Made from hot -dip, zinc -coated steel sheet complying with ASTM A 653/A 653M, G60 coating designa- tion. C. Building Paper: Asphalt -saturated organic felt complying with ASTM D 226, Type I (No. 15 asphalt felt), unperforated. PART 3 - EXECUTION 3.1 INSTALLATION A. Set rough carpentry to required levels and lines, with members plumb, true to line, cut, and fitted. Fit rough carpentry to other construction; scribe and cope as needed for accurate fit. Locate [furring,] nailers, blocking, and similar supports to comply with requirements for attaching other construction. B. Apply field treatment complying with AWPA M4 to cut surfaces of preservative -treated lumber and plywood. C. Securely attach rough carpentry work to substrate by anchoring and fastening as indicated, complying with the following: 1. CABO NER-272 for power -driven fasteners. 2. Published requirements of metal framing anchor manufacturer. D. Apply building paper horizontally with 2-inch overlap and 6-inch end lap; fasten to sheathing with galvanized staples or roofing nails. Cover upstanding flashing with 4-inch overlap. E. Apply sheathing tape to joints between sheathing panels and at items penetrating sheathing. Apply at upstanding flashing to over- lap both flashing and sheathing. END OF SECTION 06100 SECTION 07210 - BUILDING INSULATION PART 1 - GENERAL 1.1 SUMMARY A. This Section includes the following: 1. Concealed building insulation. 2. Loose -fill building insulation. 3. Vapor retarders. 1.2 QUALITY ASSURANCE A. Fire -Test -Response Characteristics: Provide insulation and related materials with the fire -test -response characteristics indicated, as determined by testing identical products per ASTM E 84 for surface -burning characteristics, by UL or another testing and inspecting agency acceptable to authorities having jurisdiction. Identify materials with appropriate markings of applicable testing and inspecting agency. PART 2 - PRODUCTS 2.1 INSULATING MATERIALS A. General: Provide insulating materials that comply with requirements and with referenced standards. B. Molded -Polystyrene Insulation: ASTM C 578, Type I, 0.901b/cu. ft., with maximum flame -spread and smoke -developed indices of 75 and 450, respectively. For use in nonrated masonry walls. C. Mineral -fiber blanket insulation consisting of fibers manufactured from glass: 1. Faced Mineral -Fiber Blanket Insulation: ASTM C 665, Type III, Class A; Category 1, faced with foil-scrim-kraft, foil - scrim, or foil -scrim -polyethylene vapor -retarder membrane on one face. D. Perlite Loose -Fill Insulation: ASTM C 549, Type II or Type IV, with a thermal resistance for 4.1- to 7.4-lb/cu. ft. insulation of 3.3 to 2.8 deg F x h x sq. ft/Btu at 75 deg F for 1-inch thickness. For use in rated masonry walls 1. Manufacturers: Subject to compliance with requirements, provide products by one of the Producer Members of Perlite Institute Inc. 2.2 VAPOR RETARDERS A. Polyethylene Vapor Retarder: ASTM D 4397, 6 mils thick, with maximum permeance rating of 0.13 perm. B. Vapor -Retarder Tape: Pressure -sensitive tape of type recommended by vapor -retarder manufacturer for sealing joints and penetra- tions in vapor retarder. 2.3 AUXILIARY INSULATING MATERIALS A. Adhesive for Bonding Insulation: Product with demonstrated capability to bond insulation securely to substrates indicated without damaging insulation and substrates. PART 3 - EXECUTION 3.1 INSTALLATION A. General: Install insulation to comply with insulation manufacturer's written instructions applicable to products and application indicated. Extend insulation in thickness indicated to envelop entire area to be insulated. Cut and fit tightly around obstructions and fill voids with insulation. Remove projections that interfere with placement. B. Pour granular insulation into cavities indicated to receive insulation, taking care to fill voids completely. Maintain inspection ports to show presence of insulation at extremities of each pour area. Close ports after confirming complete coverage. Limit fall of insulation to one story in height, but not exceeding 20 feet. C. Installation of General Building Insulation: Apply insulation units to substrates by method indicated, complying with manufac- turer's written instructions. If no specific method is indicated, bond units to substrate with adhesive or use mechanical anchorage to provide permanent placement and support of units. 1. Seal joints between closed -cell (nonbreathing) insulation units by applying adhesive, mastic, or sealant to edges of each unit to form a tight seal as units are shoved into place. Fill voids in completed installation with adhesive, mastic, or sealant. 2. Install mineral -fiber blankets in cavities formed by framing members according to the following requirements: a. Use blanket widths and lengths that fill the cavities formed by framing members. If more than one length is required to fill cavity, provide lengths that will produce a snug fit between ends. b. Place blankets in cavities formed by framing members to produce a friction fit between edges of insulation and adjoining framing members. 3. For metal -framed wall cavities where cavity heights exceed 96 inches support unfaced blankets mechanically and support faced blankets by taping stapling flanges to flanges of metal studs. 4. Retain insulation in place by metal clips and straps or integral pockets within window frames, spaced at intervals recom- mended in writing by insulation manufacturer to hold insulation securely in place without touching spandrel glass. Maintain cavity width of dimension indicated between insulation and glass. 5. Install insulation where it contacts perimeter fire -containment system to prevent insulation from bowing under pressure from perimeter fire -containment system. 6. Place loose -fill insulation into spaces and onto surfaces as shown, either by pouring or by machine blowing to comply with ASTM C 1015. Level horizontal applications to uniform thickness as indicated, lightly settle to uniform density, but do not compact excessively. 7. Stuff glass -fiber insulation into miscellaneous voids and cavity spaces where shown. Compact to approximately 40 percent of normal maximum volume equaling a density of approximately 2.5 lb/cu. ft. D. Installation of Vapor Retarders: Extend vapor retarder to extremities of areas to be protected from vapor transmission. Secure in place with adhesives or other anchorage system as indicated. Extend vapor retarder to cover miscellaneous voids in insulated substrates, including those filled with loose -fiber insulation. 1. Seal vertical joints in vapor retarders over framing by lapping not less than two wall studs. Fasten vapor retarders to framing at top, end, and bottom edges; at perimeter of wall openings; and at lap joints. Space fasteners 16 inches o.c. 2. Seal overlapping joints in vapor retarders with adhesives or vapor -retarder tape according to vapor -retarder manufacturer's instructions. Seal butt joints and fastener penetrations with vapor -retarder tape. Locate all joints over framing members or other solid substrates. 3. Firmly attach vapor retarders to substrates with mechanical fasteners or adhesives as recommended by vapor -retarder manu- facturer. 4. Seal joints caused by pipes, conduits, electrical boxes, and similar items penetrating vapor retarders with vapor -retarder tape to create an airtight seal between penetrating objects and vapor retarder. 5. Repair any tears or punctures in vapor retarders immediately before concealment by other work. Cover with vapor -retarder tape or another layer of vapor retarder. END OF SECTION 07210 SECTION 07920 - JOINT SEALANTS PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes sealants for the following: 1. Exterior joints in vertical surfaces and nontraffic horizontal surfaces. 2. Exterior joints in horizontal traffic surfaces. 3. Interior joints in vertical surfaces and horizontal nontraffic surfaces. 4. Interior joints in horizontal traffic surfaces. 5. Firestop system through fire resistance - rated walls. 6. Exterior joints in sheet metal flashing and trim. 1.3 SUBMITTALS A. Firestop System Submittals: For each through -penetration firestop system, show each kind of construction condition penetrated, relationships to adjoining construction and kind of penetrating item. Include firestop design designation of testing and inspecting agency acceptable to authorities having jurisdiction that evidence compliance with requirements for each condition. 1.4 QUALITY ASSURANCE A. Sealant Compatibility and Adhesion Testing: Use sealant manufacturer's standard test methods to determine whether priming and other specific joint preparation techniques are required to obtain rapid, optimum adhesion of joint sealants to joint substrates. B. Preconstruction Field -Adhesion Testing: Before installing elastomeric sealants, field test their adhesion to joint substrates using test method indicated in Part 3 "Field Quality Control" Article. C. Fire -resistive joint sealant systems are identical to those tested per ASTM E 119 under conditions where positive furnaces pres- sures of at least 0.01 inch of water is maintained at a distance of 0.78 inch below the fill materials surrounding the penetrating items in the test assembly. Provide rated systems complying with the following requirements: 1. Fire -Resistive Rating of Joint Sealants: As indicated by reference to design designations listed by UL in their "Fire Resis- tance Directory" or by another testing inspecting agency. D. Mockups: Before installing joint sealants, apply elastomeric sealants to demonstrate aesthetic effects and qualities of materials and execution. 1. Approved mockups may become part of the completed Work if undisturbed at time of Substantial Completion. 1.5 WARRANTY A. Special Installer's Warranty: Written warranty in which Installer agrees to repair or replace elastomeric joint sealants that do not meet requirements specified in this Section or fail in adhesion within specified warranty period two years from date of Final Acceptance. PART 2 - PRODUCTS 2.1 MANUFACTURERS A. In other Part 2 articles where subparagraph titles below introduce lists, the following requirements apply for product selection: 1. Products: Subject to compliance with requirements, provide one of the products specified. 2.2 MATERIALS, GENERAL A. Compatibility: Provide joint sealants, backings, and other related materials that are compatible with one another and with joint substrates under conditions of service and application, as demonstrated by sealant manufacturer based on testing and field expe- rience. B. Colors of Exposed Joint Sealants: As selected from manufacturer's full range. 2.03 ELASTOMERIC JOINT SEALANTS A. Silicone Sealant: (Gutters & Coping Sealant) 1. Products: a. Dow Corning; 795. b. GE Silicone, SilPruf. C. Tremco Spectrem 2 B. Single -Component Nonsag Urethane Sealant: 1. For vertical masonry control joints, provide the following: a. Products: 1) Sonnebom Building Products Div., ChemRex Inc.; NP 1. 2) Tremco; Vulkem 116. 3) Sika Corporation; Sikaflex - 1 a. b. Type and Grade: S (single component) and NS (nonsag). C. Class: 25. 2. Exposure: Use T (traffic) and NT (nontraffic). 3. Substrates: Uses M, G, A, and, as applicable to joint substrates indicated, O. C. Urethane Sealant: 1. Concrete paving joints, horizontal traffic surfaces. a. Products: 1) Bostik, "Chem -Calk 950". 2) Sonneborn, "SL-1". 3) Tremco, Vulkem 45 b. Type and Grade S (singe component) and NS (nonsag). C. Class 25 d. Exposure: T (traffic). e. Substrate: O 2.3 FIRESTOPPING, GENERAL A. Compatibility: Provide through -penetration firestop systems that are compatible with one another with the substrates forming openings, and with the items, if any, penetrating through -penetration firestop system under conditions of service and application, as demonstrated by through -penetration firestop system manufacturers based on testing and field experience. B. Accessories: Provide components for each through -penetration firestop system that are needed to install fill materials and comply with "Performance Requirements" article. Use only components specified through penetration firestop system manufacturer and approved by the qualified testing and inspecting agency for firestop systems indicated. Accessories include, but are not limited to, the following items: 1. Permanent forming/damming/backing materials, include the following: a. Slat -/rock -wood -fiber insulation. b. Sealants in combination with other forming/damming/backing materials to prevent leakage of full materials in liquid state. C. Fire -rated form board. d. Fillers for sealants. 2. Temporary forming materials. 3. Substrate primers. 4. Collars. 5. Steel sleeves. 6. Products: a. 3M Fire Prevention Products. b. Hilti Firestop Systems C. International Protective Coatings Corporation (IPC, a Division of W.R. Grace). d. Tremco Inc. 2.4 JOINT -SEALANT BACKING A. General: Provide sealant backings of material and type that are nonstaining; are compatible with joint substrates, sealants, prim- ers, and other joint fillers; and are approved for applications indicated by sealant manufacturer based on field experience and laboratory testing. B. Cylindrical Sealant Backings: ASTM C 1330, of size and density to control sealant depth and otherwise contribute to producing optimum sealant performance: 1. Type: C (closed -cell material with a surface skin). C. Bond -Breaker Tape: Polyethylene tape or other plastic tape recommended by sealant manufacturer for preventing sealant from adhering to rigid, inflexible joint -filler materials or joint surfaces at back of joint where such adhesion would result in sealant failure. Provide self-adhesive tape where applicable. 2.5 MISCELLANEOUS MATERIALS A. Primer: Material recommended by joint sealant manufacturer where required for adhesion of sealant to joint substrates indi- cated, as determined from preconstruction joint -sealant -substrate tests and field tests. B. Cleaners for Nonporous Surfaces: Chemical cleaners acceptable to manufacturers of sealants and sealant backing materials, free of oily residues or other substances capable of staining or harming joint substrates and adjacent nonporous surfaces in any way, and formulated to promote optimum adhesion of sealants with joint substrates. C. Masking Tape: Nonstaining, nonabsorbent material compatible with joint sealants and surfaces adjacent to joints. PART 3 - EXECUTION 3.1 INSTALLATION A. Contractor performing work must be one the Sealant Manufacturer's Approved Applicators. B. Surface Cleaning of Joints: Clean out joints immediately before installing joint sealants. 1. Remove foreign material from joint substrates that could interfere with adhesion of joint sealant. 2. Clean porous joint substrate surfaces by brushing, grinding, blast cleaning, mechanical abrading, or a combination of these methods to produce a clean, sound substrate capable of developing optimum bond with joint sealants. Remove loose par- ticles remaining from above cleaning operations by vacuuming or blowing out joints with oil -free compressed air. 3. Remove laitance and form -release agents from concrete. 4. Clean nonporous surfaces with chemical cleaners or other means that do not stain, harm substrates, or leave residues could interfere with adhesion of joint sealants. 5. All surfaces to be caulked shall be clean and dry. C. Joint Priming: Prime joint substrates where recommended in writing by joint sealant manufacturer, based on preconstruction joint -sealant -substrate tests or prior experience. Confine primers to areas of joint -sealant bond; do not allow spillage or migra- tion onto adjoining surfaces. D. Masking Tape: Use masking tape where required to prevent contact of sealant with adjoining surfaces that otherwise would be permanently stained or damaged by such contact or by cleaning methods required to remove sealant smears. Remove tape immediately after tooling without disturbing joint seal. E. Sealant Installation: Comply with recommendations in ASTM C 1193 for use of joint sealants as applicable to materials, appli- cations, and conditions indicated. F. Install sealant backings to support sealants during application and at position required to produce optimum sealant movement capability. 1. Do not leave gaps between ends of sealant backings. 2. Do not stretch, twist, puncture, or tear sealant backings. 3. Remove absorbent sealant backings that have become wet before sealant application and replace them with dry materials. G. Install bond -breaker tape behind sealants where sealant backings are not used between sealants and back of joints. H. Place sealants so they directly contact and fully wet joint substrates. 1. Completely fill recesses provided for each joint configuration. 2. Produce uniform, cross -sectional shapes and depths that allow optimum sealant movement capability. 3. All deep cracks shall be filled to within 1/2 inch of the surface with an appropriate back-up material and caulked with a caulking gun. Caulking beads shall be smooth and straight. 4. Caulk around all door and storefront openings and where noted on the drawings. I. Masonry control joints shall be caulked with a high -quality paintable urethane caulk. Control depth of caulk at 3/8 inch to 1/2 inch with a continuous closed -cell rod. J. Tooling of Nonsag Sealants: Immediately after sealant application and before skinning or curing begins, tool sealants to form smooth, uniform beads, to eliminate air pockets, and to ensure contact and adhesion of sealant with sides of joint. 1. Remove excess sealants from surfaces adjacent to joint. 2. Use tooling agents that are approved by sealant manufacturer and that do not discolor sealants or adjacent surfaces. 3. Joint Configuration: Concave joint configuration per Figure 5A in ASTM C 1193, unless otherwise indicated. K. Clean excess sealants or sealant smears adjacent to joints as installation progresses by methods and with cleaning materials approved in writing by manufacturers of joint sealants and of products in which joints occur. L. Through -Penetration Firestop Installation: 1. General: Installation through -penetration systems to comply with "Performance Requirements" of the firestop system manufacturer's written installation instructions and published drawings for the applications indicated. END OF SECTION 07920 SECTION 08110 - STEEL DOORS AND FRAMES PART 1 - GENERAL 1.1 SUMMARY A. This Section includes steel doors and frames. 1.2 NO SUBMITTALS ARE REQUIRED 1.3 QUALITY ASSURANCE A. Steel Door and Frame Standard: Comply with ANSI A 250.8. PART 2 - PRODUCTS 2.1 REFER TO DRAWINGS FOR MANUFACTURER. NO SUBSTITUTIONS ALLOWED. 2.2 DOORS U U `o 8 ci o . U 0 •r.4 O = M $_4 0 CU U I�-S8 - U PL-4 c-, U a Q) 0 Q O i 0 o U w z '^L, < W M o E ¢LL z MQ w - coa J U Cn C O E E O U i A i Q QD N CZ N' U_ 06 co UL i o T m UL � S Cn QD o J U °° CZ Ja cs a o r-o J 2 'P.-I co - r) O C= 00 � i CZ --tF_ r->- ' o� w 1- N a. R 8- ,19 81 o �, LL N V �o oX M N z;t w N N a- 01% a) z O LU '� 00 M d` a 4*: zCr LL, ,..,,<. , .. ,.,., r::.. W U) M _ w a 0 CM 0 w of N , J_ N _ C7 _ I", _ LO _ m _ r-- a0 >. 0 Q ca U 'M w M o fLU co Y wMccNg Nco D Ua TENANT BUILD OUT A002 A. Comply with ANSI A250.8 for level and model and ANSI A250.4 for physical -endurance level. Level 1 and Physical Performance Level C, Model 1 (Full Flush). B. Comply with requirements of NOA. 2.3 FRAMES A. General: ANSI A250.8; conceal fastenings. B. Comply with requirements of NOA.. 2.4 FABRICATION A. General: Fabricate steel door and frame units to comply with ANSI A250.8 free from defects including warp and buckle. Where practical, fit and assemble units in manufacturer's plant. B. Exterior Doors: Fabricate doors, panels, and frames from metallic -coated steel sheet. Close top and bottom edges of doors flush as an integral part of door construction or by addition of 0.053-inch- (1.3-mm-) thick, metallic -coated steel channels with channel webs placed even with top and bottom edges. C. Core Construction: Manufacturer's standard core construction that produces a door complying with SDI standards. D. Clearances for Non -Fire -Rated Doors: Not more than 1/8 inch at jambs and heads, except not more than 1/4 inch between pairs of doors. Not more than 3/4 inch at bottom. E. Door -Edge Profile: Beveled edge. F. Tolerances: Comply with SDI 117. G. Prepare doors and frames to receive mortised and concealed hardware according to final door hardware schedule and templates provided by hardware supplier. Comply with applicable requirements in ANSI A250.6 and ANSI A 115 Series specifications for door and frame preparation for hardware. H. Frame Construction: 1. Fabricate frames with mitered or coped and continuously welded corners and seamless face joints. Provide temporary spreader bars. 2. Fabricate knock -down frames with mitered or coped corners, for field assembly. 3. Fabricate knock -down, drywall slip-on frames for in -place gypsum board partitions. 4. Provide terminated stops where indicated. I. Reinforce doors and frames to receive surface -applied hardware. Drilling and tapping for surface -applied hardware may be done at Project site. J. Locate hardware as indicated or, if not indicated, according to ANSI A250.8. K. Astragals: As required by NFPA 80 to provide fire ratings indicated. 2.5 FINISHES A. Prime Finish: Manufacturer's standard, factory -applied coat of rust -inhibiting primer complying with ANSI A250.10 for accep- tance criteria. PART 3 - EXECUTION 3.1 INSTALLATION A. Placing Frames: Comply with provisions in SDI 105, unless otherwise indicated. Set frames accurately in position, plumbed, aligned, and braced securely until permanent anchors are set. After wall construction is completed, remove temporary braces and spreaders, leaving surfaces smooth and undamaged. Install Wall Anchors in accordance with NOA. B. Door Installation: Comply with ANSI A250.8. Shim as necessary to comply with SDI 122 and ANSI/DHI A 1 15. 1 G. C. After installation, remove protective wrappings from doors and frames and touch up prime coat with compatible air -drying primer. END OF SECTION 08110 SECTION 08211 - FLUSH WOOD DOORS PART 1 - GENERAL 1.1 SUMMARY A. This Section includes solid and hollow core doors as follows: 1. Doors with wood -veneer faces. 1.2 SUBMITTALS A. Product Data: For each type of door B. Shop Drawings: Indicate location, size, and hand of each door; elevation of each kind of door; construction details; location and extent of hardware blocking; fire ratings; and other pertinent data. C. Samples: For each face material and finish upon request of the Architect. 1.3 QUALITY ASSURANCE A. Quality Standard: Comply with NWWDA I.S.1-A, "Architectural Wood Flush Doors." Delete paragraph and subparagraph below if no fire -rated doors. B. Fire -Rated Wood Doors: Doors that are listed and labeled by a testing and inspecting agency acceptable to authorities having jurisdiction, for fire ratings indicated. PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: 1. Ampco Products, Inc. 2. Marlite. 3. Mohawk Flush Doors, Inc. 4. Weyerhaeuser Company. 2.2 DOOR CONSTRUCTION A. Doors for Opaque Finish: 1. Grade: Custom. 2. Faces for Exterior Doors: Medium -density overlay. 3. Faces for Interior Doors: Any closed -grain hardwood of mill option. B. Hollow -Core Doors: 1. Core: Institutional hollow core. 2. Finish: Prefinished Factory 3. Frame: Prehung. C. Blocking: For hollow -core doors, provide blocking as needed to eliminate through -bolting hardware. D. Provide doors with glued -block 2.3 FABRICATION A. Fabricate doors in sizes indicated for Project -site fitting. B. Factory fit doors to suit frame -opening sizes indicated. Comply with clearance requirements of referenced quality standard for fitting. C. Factory machine doors for hardware that is not surface applied. PART 3 - EXECUTION 3.1 INSTALLATION A. Install doors to comply with manufacturer's written instructions, referenced quality standard, and as indicated. B. Factory -Fitted Doors: Align in frames for uniform clearance at each edge. C. Factory -Finished Doors: Restore finish before installation if fitting or machining is required at Project site. END OF SECTION 08211 SECTION 08410 - ALUMINUM ENTRANCES AND STOREFRONTS PART 1 - GENERAL 1.1 SUMMARY A. This Section includes exterior entrance and storefront systems. 1.2 PERFORMANCE REQUIREMENTS A. Provide systems, including anchorage, capable of withstanding loads and thermal and structural movements indicated without failure when supporting full dead loads and without framing members transferring stresses to glazing. B. Structural -Silicone -Sealant Joints: Less than 20-psi tensile and shear stress in joints. C. Structural Loads as indicated on Drawings or required by authority having jusrisdiction. D. Structural Performance: Provide systems, including anchorage, capable of withstanding loads indicated. 1. Deflection Normal to Glazing Plane: Limited to 1/175 of clear span or 3/4 inch, whichever is smaller. 2. Deflection Parallel to Glazing Plane: When carrying full dead load, not to exceed amount that reduces glazing bite below 75 percent of design dimension and that which reduces edge clearance between framing members and glazing or other fixed components to less than 1/8 inch. E. Structural Testing: ASTM E 330 at 150 percent of inward and outward wind -load design pressures for duration required by design wind velocity without system evidencing material failures, structural distress, deflection failures, or permanent deformation of main framing members exceeding 0.2 percent of clear span. F. Air Infiltration: Limited to 0.06 cfm/sq. ft. of system surface area when tested according to ASTM E 283 at a static -air -pressure difference of 1.57 lbFsq. ft.. G. Water Penetration: No water leakage when tested according to ASTM E 331 at minimum differential pressure of 20 percent of inward acting wind -load design pressure but not less than 6.24 lbf/sq. ft.. H. Temperature Change (Range): Accommodate 120 deg F ambient and 180 deg F material surfaces. I. Condensation Resistance Factor (CRF): Not less than 45 per AAMA 1503.1. J. Average Thermal Conductance (U-Value): Not more than 0.63 Btu/sq. ft. x h x deg F per AAMA 1503.1. 1.3 SUBMITTALS A. No submittals are required. All work must comply with the NOA and with the existing warrarnty. 1.4 WARRANTY A. Special Warranty: Manufacturer's standard form in which manufacturer agrees to repair or replace systems that fail in materials and workmanship within two years from date of Substantial Completion. Failure includes, but is not limited to the following: 1. Structural failures including, but not limited to, excessive deflection. 2. Adhesive or cohesive sealant failures. 3. Deterioration of metals, metal finishes, and other materials beyond normal weathering. 4. Failure of operating components to function normally. 5. Water leakage through fixed glazing and frame areas. PART 2 - PRODUCTS 2.1 REFER TO DRAWINGS FOR MANUFACTURER. NO SUBSTITUTIONS ALLOWED S 2.2 MATERIALS A. Aluminum: ASTM B 209 sheet; ASTM B 221 extrusions. B. Finish: Clear Anodic Finish. Class I, AAMA 607.1. C. Glazing: Specified in Division 8 Section "Glazing." D. Glazing Gaskets: Pressure -glazing system of black resilient glazing gaskets with sealed corners, setting blocks, and shims or spac- ers. E. Structural -Sealant -Glazing System: 1. Spacers, Setting Blocks, Gaskets, and Bond Breakers: Permanent, nonmigrating types in hardness recommended in writing by manufacturer, and compatible with sealant. 2. Structural Silicone Sealant: ASTM C 1184, recommended in writing by sealant and system manufacturers for application indicated, and compatible with system components with which it comes in contact. a. Color: To match existing. b. Tensile Strength: 100 psi minimum. C. Modulus of Elasticity: Allows maximum movement of 25 percent of joint width, unless less movement is required by system design. 3. Secondary Sealant (Weatherseal): ASTM C 920, compatible with structural silicone sealant and other system components with which it comes in contact, and accommodates 50 percent increase or decrease in joint width at the time of application when tested according to ASTM C 719. a. Color: To match existing. F. Gaskets, Sealants, and Joint Fillers: 1. For joints within fi-aming system, as recommended in writing by manufacturer for joint type indicated. 2. For joints at perimeter of systems as specified in Division 7 Section "Joint Sealants." G. Bituminous Paint: SSPC-Paint 12, except containing no asbestos, cold -applied asphalt mastic paint formulated for 30-mil thick- ness per coat. 2.3 COMPONENTS A. Doors: 1-3/4-inch-thick glazed doors with minimum 0.125-inch-thick, extruded tubular rail and stile members, mechanically fas- tened corners with reinforcing brackets that are deep penetration and fillet welded or that incorporate concealed tie -rods, and with snap -on extruded -aluminum glazing stops and preformed gaskets. 1. Exterior Doors: Provide compression weather stripping at fixed stops. At other locations, provide sliding weather stripping retained in adjustable strip mortised into door edge. a. Stile Design: Medium, 3-1/2-inch maximum width. 2. Hardware: As specified on the construction drawings. B. Fasteners, Flashings, and Accessories: Compatible with adjacent materials, corrosion -resistant, nonstaining, and nonbleeding. Use concealed fasteners except for application of door hardware. 2.4 FABRICATION A. Fabricate framing in profiles indicated for flush glazing (without projecting stops). Provide subframes and reinforcing of types indicated or, if not indicated, as required for a complete system. B. Fabricate components to drain water passing joints and condensation and moisture occurring or migrating within the system to the exterior. C. Doors and Door Framing: Reinforce to support imposed loads and for hardware indicated. Cut, drill, and tap for factory -installed hardware before finishing components. D. Factory assemble framing and components to greatest extent possible. Disassemble components only as necessary for shipment and installation. PART 3 - EXECUTION 3.1 INSTALLATION A. Isolate metal surfaces in contact with incompatible metal or corrosive substrates, including wood, by painting contact surfaces with bituminous paint or primer or by applying sealant or tape recommended by manufacturer. B. Install components to drain water passing joints and condensation and moisture occurring or migrating within the system to the exterior. C. Install glazing to comply with requirements of Division 8 Section "Glazing." 1. Mechanically fasten glazing in place until structural sealant is cured. 2. Install secondary sealant (weatherseal) to produce weatherproof joints. 3. Remove excess sealant before sealant has cured. D. Install sealants at system perimeter to comply with requirements of Division 7 Section "Joint Sealants." E. Install framing components true in alignment with established lines and grades to the following tolerances: 1. Variation from Plane: Limit to 1/8 inch in 12 feet; 1/4 inch over total length. 2. Alignment: For surfaces abutting in line, limit offset to 1/16 inch For surfaces meeting at corners, limit offset to 1/32 inch. 3. Diagonal Measurements: Limit difference between diagonal measurements to 1/8 inch. F. Install doors without warp or rack. Adjust doors and hardware to provide tight fit at contact points and smooth operation. END OF SECTION 08410 SECTION 08800 - GLAZING PART I - GENERAL 1.1 SUMMARY A. This Section includes glazing for the doors and storefronts. B. See Division 08410 "Aluminum Entrances and Storefronts". 1.2 PERFORMANCE REQUIREMENTS A. Work under this specification includes the furnishing of all labor, material and services necessary and reasonably incidental to the providing and installing of all glazing in sash and doors shown on the drawings. B. General: Provide glazing systems capable of withstanding normal thermal movement and wind and impact loads (where appli- cable) without failure, including loss or glass breakage attributable to the following: defective manufacture, fabrication, and installation; failure of sealants or gaskets to remain watertight and airtight; deterioration of glazing materials; or other defects in construction. C. Glass Design: Glass thickness indicated are minimums and are for detailing only. Confirm glass thickness g g y o g a ess by Project loads and in-service conditions. Provide glass lites for various size openings in nominal thickness indicated, but not less than thickness and in strengths (annealed or heat treated) required to meet or exceed the following criteria: 1. Glass Thickness: Select minimum glass thickness to comply with ASTM E 1300, according to the following require- ments: a. Specified Design Wind Loads: As indicated. b. Specified Design Snow Loads: As indicated. C. Probability of Breakage for Vertical Glazing: 8 lites per 1000 for lites set vertically or not more than 15 degrees off vertical and under wind action. 1) Load Duration: 60 seconds or less. d. Minimum Glass Thickness for Exterior Lites: Not less than '/4 inch tempered. e. Thickness of Tinted and Heat -Absorbing Glass: "Insulated", t/4 inch tempered inside and outside with 'h inch air- space. D. Thermal Movements: Provide glazing that allows for thermal movements resulting from a maximum change (range) of 120 deg F (67 deg C), in ambient and surface temperatures, respectively, acting on glass framing members and glazing components. Base engineering calculation on surface temperatures of materials due to both solar heat gain and nighttime -sky heat loss. E. Thermal and Optical Performance Properties: Provide glass with performance properties specified based on manufacturer's pub- lished test data, as determined according to procedures indicated below: 1. For monolithic -glass lites, properties are based on units with lites '/4 inch thick. 2. Center -of -Glass U-Values: National Fenestration Rating Council (NFRC) I00 methodology using LBL-35298 WINDOW 4.1 computer program, expressed as Btu/ sq. ft. x h x deg F (W/sq. m x K). 3. Center -of -Glass Solar Heat Gain Coefficient: NFRC 200 methodology using LBL-35298 WINDOW 4.1 computer pro- gram. 4. Solar Optical Properties: NFRC 300. 1.3 NO SUBMITTALS ARE REQUIRED 1.4 QUALITY ASSURANCE A. Sealant Compatibility and Adhesion Testing: Use sealant manufacturer's standard test methods to determine whether priming and other specific joint preparation techniques are required to obtain rapid, optimum adhesion of joint sealants to joint substrates. PART 2 - PRODUCTS 2.1 REFER TO DRAWINGS FOR MANUFACTURER. NO SUBSTITUTIONS ALLOWED 2.2 GLASS MATERIALS A. Annealed Float Glass: ASTM C 1036, Type I (transparent glass, flat), Quality q3 (glazing select); class as indicated in schedules at the end of Part 3. B. Heat -Treated Float Glass: ASTM C 1048; Type I (transparent glass, flat); Quality q3 (glazing select); class, kind, and condition as indicated in schedules at the end of Part 3 2.3 GLAZING SEALANTS A. General: Provide products of type indicated, complying with the following requirements: 1. Compatibility: Select glazing sealants that are compatible with one another and with other materials they will contact, including glass products, seals of insulating -glass units, and glazing channel substrates, under conditions of service and application, as demonstrated by sealant manufacturer based on testing and field experience. 2. Colors of Exposed Sealants to match existing. B. Elastomeric Glazing Sealant Standard: Comply with ASTM C 920 and other requirements indicated for each liquid -applied, chemically curing sealant in the Glazing Sealant Schedule at the end of Part 3, including those referencing ASTM C 920 classifica- tions for type, grade, class and uses. 1. Additional Movement Capability: Where additional movement capability is specified in the Glazing Sealant Schedule, provide products with the capability, when tested for adhesion and cohesion under maximum cyclic movement per ASTM C 719, to withstand the specified percentage change in the joint width existing at time of installation and remain in compliance with other requirements in ASMT C 920 for uses indicated. C. Cylindrical Backing: ASTM C 1330, Type O (open -cell material), of size and density to control glazing sealant depth and other- wise produce optimum glazing sealant performance. 2.4 GLAZING TAPES A. Back -Bedding Mastic Glazing Tape: Preformed, butyl -based eastomeric tape with a solids content of 100 percent with or without spacer rod as recommended in writing by tape and glass manufacturers for application indicated and complying with ASTM C 1281 and AAMA 800 for products indicated below: 1. AAMA 804.3 tape, where indicated. 2. AAMA 806.3 tape, for glazing applications in which tape is subject to continuous pressure. 3. AAMA 807.3 tape, for glazing applications in which tape is not subject to continuous pressure. B. Expanded Cellular Glazing Tape: Closed -cell, PVC foam tape; factory coated with adhesive on both surfaces; packaged on rolls with release liner protecting adhesive; and complying with AAMA 800 for the following types: 1. Type 1, for glazing applications in which tape acts as the primary sealant. 2. Type 2, for glazing applications in which tape is used in combination with a full bead of liquid sealant. 2.5 GLAZING GASKETS A. Compression Gaskets: Molded or extruded gaskets of type and material indicated below and of profile and hardness required to maintain watertight seal: 1. Neoprene or EPDM dense compression gaskets complying with ASTM C 846. 2. Silicone dense compression gaskets complying with ASTM C 1115. 3. Neoprene, EPDM or Silicone soft compression gaskets complying with ASTM C 509, Type II, black. 2.6 MISCELLANEOUS GLAZING MATERIALS A. General: Provide products of material, size, and shape complying with referenced glazing standard, requirements of manufacturers of glass and other glazing materials for application indicated, and with a proven record of compatibility with surfaces contacted in installation. B. Cleaners, Primers, and Sealers: Types recommended by sealant or gasket manufacturer. C. Setting Blocks: Elastomeric material with a Shore A durometer hardness of 85, plus or minus 5. D. Spacers: Elastomeric blocks or continuous extrusions with a Shore A durometer hardness required by glass manufacturer to main- tain glass lites in place for installation indicated. E. Edge Blocks: Elastomeric material of hardness needed to limit glass lateral movement (side walking). F. Cylindrical Glazing Sealant Backing: ASTM C 1330, Type O (open -cell material), of size and density to control glazing sealant depth and otherwise produce optimum glazing sealant performance. G. Perimeter Insulation for Fire -Resistive Glazing: Identical to product used in test assembly to obtain fire -resistance rating. 2.7 FABRICATION OF GLASS AND OTHER GLAZING PRODUCTS A. Fabricate glass and other glazing products in sizes required to glaze openings indicated for Project, with edge and face clearances, edge and surface conditions, and bite complying with written instructions of product manufacturer and referenced glazing stan- dard, to comply with system performance requirements. PART 3 - EXECUTION 3.1 GLAZING, GENERAL A. Comply with combined written instructions of manufacturers of glass, sealants, gaskets, and other glazing materials, unless more stringent requirements are indicated, including those in referenced glazing publications. 1. Clean glazing channels and other framing members receiving glass immediately before glazing. Remove coatings not firmly bonded to substrates. 2. Protect glass edges from damage during handling and installation. Remove glass with edge damage or other imperfections that, when installed, could weaken glass and impair performance and appearance from Project site and legally dispose of off Project site. 3. Apply primers to joint surfaces where required for adhesion of sealants, as determined by sealant compatibility and adhesion testing. 4. Do not exceed edge pressures stipulated by glass manufacturers for installing glass lites. 5. Provide spacers for glass lites where the length plus width is larger than 50 inches (1270 mm) unless gaskets and glazing tapes are used that have demonstrated ability to maintain required face clearances. B. Protection: 1. Protect exterior glass from damage immediately after installation by attaching crossed streamers to framing held away from glass. Do not apply markers to glass surface. 2. Protect glass from contact with contaminating substances resulting from construction operations, including weld splatter. C. Remove and replace glass that is broken, chipped, cracked, abraded, or damaged, including natural causes, accidents, and vandal- ism, during construction period. D. At completion this contractor shall wash and polish all glazing and clean adjacent surfaces soiled by his work. END OF SECTION 08800 SECTION 09260 - GYPSUM BOARD ASSEMBLIES PART 1 - GENERAL 1.1 SUMMARY A. This Section includes the following: 1. Interior gypsum wallboard. 2. Exterior gypsum board panels for ceilings and soffits. 3. Non -load -bearing steel framing. 1.2 SUBMITTALS A. Product Data: For each product indicated. B. Samples: For each textured finish indicated and on same backing indicated for Work upon request of Architect. 1.3 QUALITY ASSURANCE A. Fire -Test -Response Characteristics: For gypsum board assemblies with fire -resistance ratings, provide materials and construction identical to those tested in assembly indicated according to ASTM E 119 by an independent testing and inspecting agency accept- able to authorities having jurisdiction. B. Sound Transmission Characteristics: For gypsum board assemblies with STC ratings, provide materials and construction identical to those tested in assembly indicated according to ASTM E 90 and classified according to ASTM E 413 by a qualified independent testing agency. PART 2 - PRODUCTS 2.1 MANUFACTURERS A. In other Part 2 articles where subparagraph titles below introduce lists, the following requirements apply for product selection: 1. Available Products: Subject to compliance with requirements, products that may be incorporated into the Work include, but are not limited to, the products specified. 2.2 STEEL FRAMING A. Steel Framing, General: Comply with ASTM C 754 for conditions indicated. 1. Steel Sheet Components: Metal complying with ASTM C 645 requirements. a. Protective Coating: 1) Interior Applications: ASTM A 653/A 653M, G40, hot -dip galvanized. 2) Exterior Applications: ASTM A 653/A 653M, G60, hot -dip galvanized zinc coating. B. Suspended Ceiling and Soffit Framing: 1. Tie Wire: ASTM A 641/A 641 M, Class 1 zinc coating, soft temper, 0.0625-inch- diameter wire, or double strand of 0.0475- inch-diameter wire. 2. Hanger Attachments to Concrete: a. Powder -Actuated Fasteners: Suitable for application indicated, fabricated from corrosion -resistant materials, with clips or other devices for attaching hangers of type indicated, and capable of sustaining, without failure, a load equal to 10 times that imposed by construction as determined by testing according to ASTM E 1190 by a qualified indepen- dent testing agency. 3. Wire Hangers: ASTM A 641 /A 641 M, Class 1 zinc coating, soft temper, 0.162-inch diameter. 4. Carrying Channels: Cold -rolled, commercial -steel sheet with a base metal thickness of 0.0538 inch, a minimum 1/2-inch- wide flange, and in depth indicated. 5. Furring Channels (Furring Members): a. Steel Studs: ASTM C 645, in depth indicated. b. "Z" Shaped, Rigid Furring Channels: ASTM C 645, 1 1/2 inch deep. C. Grid Suspension System for Interior Ceilings: ASTM C 645, direct -hung system composed of main beams and cross -furring mem- bers that interlock. 1. Products: a. Armstrong World Industries, Inc.; Furring Systems/Drywall. b. Chicago Metallic Corporation; Fire Front 630 System. C. USG Interiors, Inc.; Drywall Suspension System. D. Partition and Soffit Framing: 2.3 A. B. C. D. E. 2.4 A. 2.5 2.6 C. A I� E. A. PART 3 - 3.1 3.2 3.3 I Cop A. .3 A. 1. Steel Studs and Runners: ASTM C 645, in depth indicated. 2. Deep -Leg Deflection Track: ASTM C 645 top runner with 2-inch-deep flanges. 3. Flat Strap and Backing Plate: Steel sheet for blocking and bracing in length and width indicated. a. Minimum Base Metal Thickness: 0.0179 inch or as indicated. 4. Cold -Rolled Channel Bridging: 0.0538-inch bare steel thickness, with minimum 1/2-inch-wide flange, and in depth indi- cated. a. Clip Angle: 1-1/2 by 1-1/2 inch, 0.068-inch-thick, galvanized steel. 5. Hat -Shaped, Rigid Furring Channels: ASTM C 645, in depth indicated. a. Minimum Base Metal Thickness: 0.0179 inch. b. Tie Wire: ASTM A 641 /A 641 M, Class 1 zinc coating, soft temper, 0.0625-inch- (1.59-mm-) diameter wire, or double strand of 0.0475-inch-diameter wire. 6. Fasteners for Metal Framing: Of type, material, size, corrosion resistance, holding power, and other properties required to fasten steel members to substrates. PANEL PRODUCTS Panel Size, General: Provide in maximum lengths and widths available that will minimize joints in each area and correspond with support system indicated. Gypsum Wallboard: ASTM C 36. 1. Regular Type: In thickness indicated and with long edges tapered. 2. Type X: In thickness indicated and with long edges tapered. Flexible Gypsum Wallboard: ASTM C 36, manufactured to bend to fit tight radii and to be more flexible than standard regular -type panels of the same thickness, 1/4 inch thick, and with long edges tapered. Apply in double layer at curved assemblies. Sag -Resistant Gypsum Wallboard: ASTM C 36, manufactured to have more sag resistance than regular -type gypsum board, 1/2 inch (12.7 mm) thick, and with long edges tapered. Apply on ceiling surfaces. Exterior Gypsum Panels for Ceilings and Soffits: 1. Glass -Mat Gypsum Sheathing Board: ASTM C 1177/C 1177M, with core type and in thickness indicated. a. Product: G-P Gypsum Corp; Dens -Glass Gold. TRIM ACCESSORIES Interior Trim: ASTM C 1047. 1. Comerbead: Use at outside corners. 2. Bullnose Bead: Use at outside comers. 3. LC -Bead: Use at exposed panel edges. Exterior Trim: ASTM C 1047, hot -dip galvanized steel sheet or rolled zinc. 1. Comerbead: Use at outside corners. 2. LC -Bead: Use at exposed panel edges. 3. Expansion (Control) Joint: One-piece, rolled zinc with V-shaped slot and removable strip covering slot opening. Aluminum Trim: Extruded accessories of profiles and dimensions indicated. 1. Products: a. Fry Reglet Corp.; As indicated by designation on Drawings. b. Gordon, Inc.. C. MM Systems Corporation; As indicated by designation on Drawings. d. Pittcon Industries; As indicated by designation on Drawings. 2. Aluminum: Alloy and temper with not less than the strength and durability properties of ASTM B 221, alloy 6063-T5. 3. Finish: Corrosion -resistant primer compatible with joint compound and finish materials specified. JOINT TREATMENT MATERIALS General: Comply with ASTM C 475. Joint Tape: 1. Interior Gypsum Wallboard: Paper. 2. Exterior Gypsum Soffit Board: Paper. 3. Glass -Mat Gypsum Sheathing Board: 10-by-10 glass mesh. Joint Compound for Interior Gypsum Wallboard: For each coat use formulation that is compatible with other compounds applied on previous or for successive coats. 1. Prefilling: At open joints and damaged surface areas, use setting -type taping compound. 2. Embedding and First Coat: For embedding tape and first coat on joints, flanges of trim accessories, and fasteners, use setting -type taping compound. 3. Fill Coat: For second coat, use setting -type, sandable topping compound. 4. Finish Coat: For third coat, use setting -type, sandable topping compound. 5. Skim Coat: For final coat of Level 5 finish, use setting -type, sandable topping compound. Joint Compound for Exterior Applications: 1. Exterior Gypsum Soffit Board: Use setting -type taping and setting -type, sandable topping compounds. 2. Glass -Mat Gypsum Sheathing Board: As recommended by manufacturer. Joint Compound for Tile Backing Panels: 1. Water -Resistant Gypsum Backing Board: Use setting -type taping and setting -type, sandable topping compounds. 2. Glass -Mat, Water -Resistant Backing Panel: As recommended by manufacturer. 3. Cementitious Backer Units: As recommended by manufacturer. AUXILIARY MATERIALS General: Provide auxiliary materials that comply with referenced installation standards and manufacturer's written recommenda- tions. 1. Use screws complying with ASTM C 954 for fastening panels to steel members from 0.033 to 0.112 inch (0.84 to 2.84 mm) thick. 2. For fastening cementitious backer units, use screws of type and size recommended by panel manufacturer. EXECUTION NON -LOAD -BEARING STEEL FRAMING INSTALLATION General: Comply with ASTM C 754, and ASTM C 840 requirements that apply to framing installation. Suspended Ceiling and Soffit Framing: l . Suspend ceiling hangers plumb and free from contact with insulation or other objects within ceiling plenum that are not part of supporting structural or ceiling suspension system. Splay hangers only where required to miss obstructions and offset resulting horizontal forces by bracing, countersplaying, or other equally effective means. 2. Where width of ducts and other construction within ceiling plenum produces hanger spacings that interfere with the location of hangers required to support standard suspension system members, install supplemental suspension members and hang- ers in form of trapezes or equivalent devices. Size supplemental suspension members and hangers to support ceiling loads within performance limits established by referenced standards. 3. Attach hangers to structural members. Do not support ceilings from or attach hangers to permanent metal forms, steel deck tabs, steel roof decks, ducts, pipes, or conduit. 4. Screw furring to wood framing. 5. Wire -tie furring channels to supports, as required to comply with requirements for assemblies indicated. 6. Grid Suspension System: Attach perimeter wall track or angle where grid suspension system meets vertical surfaces. Mechanically join main beam and cross -furring members to each other and butt -cut to fit into wall track. Partition and Soffit Framing: 1. Where studs are installed directly against exterior walls, install isolation strip between studs and wall. 2. Extend partition framing full height to structural supports or substrates above suspended ceilings, except where partitions are indicated to terminate at suspended ceilings. Continue framing over frames for doors and openings and frame around ducts penetrating partitions above ceiling to provide support for gypsum board. 3. Frame door openings to comply with GA-600 and with gypsum board manufacturer's applicable written recommendations, unless otherwise indicated. Screw vertical studs at jambs to jamb anchor clips on door frames; install runner track section (for cripple studs) at head and secure to jamb studs. a. Install two studs at each jamb, unless otherwise indicated. b. Extend jamb studs through suspended ceilings and attach to underside of floor or roof structure above. 4. Frame openings other than door openings the same as required for door openings, unless otherwise indicated. Install fram- ing below sills of openings to match framing required above door heads. PANEL PRODUCT INSTALLATION Gypsum Board: Comply with ASTM C 840 and GA-216. 1. Space screws a maximum of 12 inches o.c. for vertical applications. 2. On ceilings, apply gypsum panels before wall/partition board application to the greatest extent possible and at right angles to framing, unless otherwise indicated. 3. On partitions/walls, apply gypsum panels vertically (parallel to framing), unless otherwise indicated or required by fire - resistance -rated assembly, and minimize end joints. a. Stagger abutting end joints not less than one framing member in alternate courses of board. b. At stairwells and other high walls, install panels horizontally, unless otherwise indicated or required by fire -resis- tance -rated assembly. 4. Single -Layer Fastening Methods: Apply gypsum panels to supports with steel drill screws. 5. Laminating to Substrate: Comply with gypsum board manufacturer's written recommendations and temporarily brace or fasten gypsum panels until fastening adhesive has set. Exterior Ceilings and Soffits: Apply exterior gypsum panels perpendicular to supports, with end joints staggered and located over supports. 1. Fasten with corrosion -resistant screws. FINISHING Installing Trim Accessories: For trim with back flanges intended for fasteners, attach to framing with same fasteners used for panels. Otherwise, attach trim according to manufacturer's written instructions. a) ,�o 8 U -� � p:8 0 cg 0 .0 0 Cd -- r� a.) 'C V P-.4 w U C= O Q 0 Z V w z Q 'i g m N -<M o E <oil z 2 a Z ^ N I..L U Cn C= O E E O U i i Q CD N CZ LL 06 CIO L_ o T m LL I Cn g, Cv J U M CZ a o (�0a 0 J 2 4- 0 coo " W � i;co O r- � z 'T = 15 = r->- o ED Ir � Q' N n S -E ,8 N d M 0 W_ o (, U N H iX 0 IX� z;t w O N ICJ ti In CD a CO C= O CZ U Ili V 0 a) I-- Q w cow x W pN% C z � >0, J 0, a! a; w► za LU CC >LL N co I. I. w w a M 0 rl w o 2R J w N C, b7 a0 '.. 0 a r U �I p of m 0 w w ch M Cc V Co N N 11 C.�} = m a. 0 o v TENANT BUILD OUT A003 -5111FPI? R1Ti _F ... ,sir. ��•�� B. Finishing Gypsum Board Panels: Treat gypsum board joints, interior angles, edge trim, control joints, penetrations, fastener heads, surface defects, and elsewhere as required to prepare gypsum board surfaces for decoration. 1. Prefill open joints and damaged surface areas. 2. Apply joint tape over gypsum board joints, except those with trim having flanges not intended for tape. 3. Glass -Mat Gypsum Sheathing Board: Finish according to manufacturer's written instructions for use as exposed soffit board. 4. Glass -Mat, Water -Resistant Backing Panels: Finish according to manufacturer's written instructions. C. Gypsum Board Finish Levels: Finish panels to levels indicated below, according to ASTM C 840, for locations indicated: 1. Level 4: Embed tape and apply separate first, fill, and finish coats of joint compound to tape, fasteners, and trim flanges at panel surfaces that will be exposed to view, unless otherwise indicated. END OF SECTION 09260 SECTION 09512 - ACOUSTICAL TILE CEILINGS PART 1 - GENERAL 1.1 SUMMARY A. This Section includes acoustical tiles and concealed suspension systems for ceilings. 1.2 SUBMITTALS A. Product Data: For each product indicated. B. Samples: For each acoustical tile, for each concealed suspension system member and for each color and texture required. C. Product test reports. 1.3 QUALITY ASSURANCE A. Acoustical Testing Agency Qualifications: An independent testing laboratory or an NVLAP-accredited laboratory. B. Fire -Test -Response Characteristics: 1. Fire -Resistance Ratings: Where indicated, provide acoustical tile ceilings identical to those of assemblies tested for fire resistance per ASTM E 119 by UL or another testing and inspecting agency acceptable to authorities having jurisdiction. Ratings are indicated by design designations from UL's "Fire Resistance Directory" or from the listings of another testing and inspecting agency. a. Identify materials with appropriate markings of applicable testing and inspecting agency. 2. Surface -Burning Characteristics: Acoustical tiles complying with ASTM E 1264 for Class A materials, when tested per ASTM E 84. a. Smoke -Developed Index: 450 or less. C. Seismic Standard: Comply with the following: 1. ASTM E 580. 2. CISCA's "Recommendations for Direct -Hung Acoustical Tile and Lay -in Panel Ceilings --Seismic Zones 0-2." 3. Mockups: Build mockups to verify selections made under sample Submittals and to PART 2 - PRODUCTS 2.1 MANUFACTURERS A. In other Part 2 articles where titles below introduce lists, the following requirements apply for product selection: 1. Available Products: Subject to compliance with requirements, products that may be incorporated into the Work include, but are not limited to, the products specified. 2.2 GENERAL A. Acoustical Tile Standard: Comply with ASTM E 1264. B. Metal Suspension System Standard: Comply with ASTM C 635. C. Attachment Devices: Size for five times the design load indicated in ASTM C 635, Table 1, "Direct Hung," unless otherwise indi- cated. 1. Anchors in Concrete: Expansion anchors fabricated from corrosion -resistant materials, with holes or loops for attaching hangers of type indicated and with capability to sustain, without failure, a load equal to five times that imposed by ceiling construction, as determined by testing per ASTM E 488 or ASTM E 1512 as applicable, conducted by a qualified testing and inspecting agency. 2. Power -Actuated Fasteners in Concrete: Fastener system of type suitable for application indicated, fabricated from cor- rosion -resistant materials, with clips or other accessory devices for attaching hangers of type indicated, and with capabil- ity to sustain, without failure, a load equal to 10 times that imposed by ceiling construction, as determined by testing per ASTM E 1190, conducted by a qualified testing and inspecting agency. D. Wire Hangers, Braces, and Ties: Zinc -coated carbon -steel wire; ASTM A 641/A 641 M, Class 1 zinc coating, soft temper. 1. Size: Select wire diameter so its stress at three times hanger design load (ASTM C 635, Table 1, "Direct Hung") will be less than yield stress of wire, but provide not less than 0.106-inch- diameter wire. E. Seismic struts and seismic clips. F. Metal Edge Moldings and Trim: Type and profile indicated or, if not indicated, manufacturer's standard moldings for edges and penetrations that fit acoustical tile edge details and suspension systems indicated; formed from sheet metal of same material and finish as that used for exposed flanges of suspension system runners. 2.3 ACOUSTICAL TILES A. General: Acoustical tiles shall be 24" x 48" x 5/8" matte finish mineral fiber ceiling boards and shall conform to Federal Specifica- tion SS-S-118a, Class 25. Light reflectance shall be no less than 75% and have NRC minimum range of .50 - .60. B. Products: 1. Armstrong "Cortega". 2. Celotex "Baroque" 3. U.S.G. "Omni Fissured" 2.4 METAL SUSPENSION SYSTEM A. General: The ceiling suspension system shall be an exposed grid system with exposed flanges having a factory applied white enamel finish with roll formed capped edges. 1. Main Runner: DX-24 2. Cross Tees: DX-424 3. Wall Angle: M6S B. Products: 1. Donn Products, Inc., Westlake, OH. 2. Acoustical Tile Supplier Standard Grid System. C. Ceiling Suspension System: Direct hung; ASTM C 635, intermediate -duty structural classification. PART 3 - EXECUTION 3.1 INSTALLATION A. General: Install acoustical tile ceilings to comply with ASTM C 636 and seismic requirements indicated, per manufacturer's writ- ten instructions and CISCA's "Ceiling Systems Handbook." B. Measure each ceiling area and establish layout of acoustical tiles to balance border widths at opposite edges of each ceiling. Avoid using less -than -half -width tiles at borders. C. Suspend ceiling hangers from building's structural members, plumb and free from contact with insulation or other objects within ceiling plenum. Splay hangers only where required to miss obstructions; offset resulting horizontal forces by bracing, counter - splaying, or other equally effective means. Where width of ducts and other construction within ceiling plenum produces hanger spacings that interfere with location of hangers, use trapezes or equivalent devices. 1. Do not support ceilings directly from permanent metal forms or floor deck; anchor into concrete slabs. 2. Do not attach hangers to steel deck tabs or to steel roof deck. D. Install edge moldings and trim at perimeter of acoustical tile ceiling area and where necessary to conceal edges of acoustical units. Screw attach moldings to substrate with concealed fasteners at intervals not more than 16 inches o.c. and not more than 3 inches from ends, leveling with ceiling suspension system to a tolerance of 1 /8 inch in 12 feet. Miter corners accurately and connect securely. E. Install suspension system runners so they are square and securely interlocked with one another. Remove and replace dented, bent, or kinked members. F. Install acoustical tiles in coordination with suspension system and exposed moldings and trim. Place splines or suspension system flanges into kerfed edges so tile -to -tile joints are closed by double lap of material. Fit adjoining tile to form flush, tight joints. Scribe and cut tile for accurate fit at borders and around penetrations through tile. Hold tile field in compression by inserting leaf - type, spring -steel spacers between tile and moldings, spaced 12 inches o.c. END OF SECTION 09512 SECTION 09653 - RESILIENT WALL BASE AND ACCESSORIES PART 1 - GENERAL 1.1 SUMMARY A. This Section includes the following: 1. Wall base. 1.2 SUBMITTALS A. Product Data: None. B. Samples: For each type of product indicated, in manufacturer's standard -size Samples but not less than 12 inches (300 mm) long, of each resilient product color, texture, and pattern required. Submit directly to the owner for approval. 1.3 PROJECT CONDITIONS A. Maintain temperatures within range recommended by manufacturer, but not less than 70 deg F (21 deg C) or more than 95 deg F (35 deg C), in spaces to receive floor tile during the following time periods: 1. 48 hours before installation. 2. During installation. 3. 48 hours after installation. B. After postinstallation period, maintain temperatures within range recommended by manufacturer, but not less than 55 deg F (13 deg C) or more than 95 deg F (35 deg C). C. Install resilient products after other finishing operations, including painting, have been completed. 1.4 EXTRA MATERIALS A. Furnish extra materials described below that match products installed and that are packaged with protective covering for storage and identified with labels describing contents. 1. Furnish not less than 10 linear feet (3 linear m) for every 500 linear feet (150 linear m) or fraction thereof, of each type, color, pattern, and size of resilient product installed. PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Available Products: Subject to compliance with requirements, products that may be incorporated into the Work include, but are not limited to, products listed in other Part 2 articles. B. Products: Subject to compliance with requirements, provide one of the products listed in other Part 2 articles. 2.2 COLORS AND PATTERNS A. Colors and Patterns: As selected from manufacturer's full range. 2.3 RESILIENT WALL BASE A. Wall Base: ASTM F 1861. 1. AFCO-USA, American Floor Products Company, Inc. 2. Armstrong World Industries, Inc. 3. Johnsonite. 4. Roppe Corporation. B. Type (Material Requirement): TV (vinyl), TS (rubber, vulcanized thermoset) or TP (rubber, thermoplastic). C. Group (Manufacturing Method): I (solid). D. Style: Cove (with top -set toe). E. Minimum Thickness: 0.125 inch (3.2 mm). F. Height: 6 inches (102 mm). G. Lengths: Cut lengths 48 inches (1219 mm) long or coils in manufacturer's standard length. H. Outside Corners: Job formed or premolded. I. Inside Corners: Job formed or premolded. J. Surface: Smooth. 2.4 INSTALLATION MATERIALS A. Trowelable Leveling and Patching Compounds: Latex -modified, portland cement based or blended hydraulic cement based for- mulation provided or approved by resilient product manufacturers for applications indicated. B. Adhesives: Water-resistant type recommended by manufacturer to suit resilient products and substrate conditions indicated. PART 3 - EXECUTION 3.1 PREPARATION A. Prepare substrates according to manufacturer's written recommendations to ensure adhesion of resilient products. B. Concrete Substrates for Stair Accessories: Prepare according to ASTM F 710. 1. Verify that substrates are dry and free of curing compounds, sealers, and hardeners. 2. Alkalinity and Adhesion Testing: Perform tests recommended by manufacturer. Proceed with installation only after sub- strates pass testing. 3. Moisture Testing: a. Perform anhydrous calcium chloride test, ASTM F 1869. Proceed with installation only after substrates have maxi- mum moisture -vapor -emission rate of 3 lb of water/1000 sq. ft. (1.36 kg of water/92.9 sq. m) in 24 hours. b. Perform tests recommended by manufacturer. Proceed with installation only after substrates pass testing. C. Remove substrate coatings and other substances that are incompatible with adhesives and that contain soap, wax, oil, or silicone, using mechanical methods recommended by manufacturer. Do not use solvents. D. Use trowelable leveling and patching compound to fill cracks, holes, and depressions in substrates. E. Move resilient products and installation materials into spaces where they will be installed at least 48 hours in advance of installa- tion. 1. Do not install resilient products until they are the same temperature as the space where they are to be installed. F. Sweep and vacuum clean substrates to be covered by resilient products immediately before installation. After cleaning, examine substrates for moisture, alkaline salts, carbonation, and dust. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 RESILIENT WALL BASE INSTALLATION A. Apply wall base to walls, columns, pilasters, casework and cabinets in toe spaces, and other permanent fixtures in rooms and areas where base is required. B. Install wall base in lengths as long as practicable without gaps at seams and with tops of adjacent pieces aligned. C. Tightly adhere wall base to substrate throughout length of each piece, with base in continuous contact with horizontal and vertical substrates. D. Do not stretch wall base during installation. E. On masonry surfaces or other similar irregular substrates, fill voids along top edge of wall base with manufacturer's recommended adhesive filler material. F. Premolded Corners: Install premolded corners before installing straight pieces. G. Job -Formed Corners: 1. Outside Corners: Use straight pieces of maximum lengths possible. Form without producing discoloration (whitening) at bends. Shave back of base at points where bends occur and remove strips perpendicular to length of base that are only deep enough to produce a snug fit without removing more than half the wall base thickness. 2. Inside Corners: Use straight pieces of maximum lengths possible. Form by cutting an inverted V-shaped notch in toe of wall base at the point where corner is formed. Shave back of base where necessary to produce a snug fit to substrate. 3.3 CLEANING AND PROTECTION A. Perform the following operations immediately after completing resilient product installation: 1. Remove adhesive and other blemishes from exposed surfaces. 2. Sweep and vacuum surfaces thoroughly. 3. Damp -mop surfaces to remove marks and soil. a. Do not wash surfaces until after time period recommended by manufacturer. B. Protect resilient products from mars, marks, indentations, and other damage from construction operations and placement of equip- ment and fixtures during remainder of construction period. Use protection methods recommended in writing by manufacturer. END OF SECTION 09653 SECTION 09900 - PAINT AND WALL FINISHES PART 1 - GENERAL 1.1 SUMMARY A. This Section includes surface preparation and field painting of exposed items and surfaces. 1.2 SUBMITTALS A. Product Data: For each product indicated. B. Samples: For each type of finish -coat material indicated. To be submitted directly to the owner for approval. 1.3 QUALITY ASSURANCE A. Benchmark Samples (Mockups): Provide a full -coat benchmark finish sample for each type of coating and substrate required. Comply with procedures specified in PDCA P5. 1. Wall Surfaces: Provide samples on at least 100 sq. ft.. 2. Small Areas and Items: Architect will designate items or areas required. 3. Final approval of colors will be from benchmark samples. 1.4 PROJECT CONDITIONS A. Store materials not in use in tightly covered containers in a well -ventilated area at a minimum ambient temperature of 45 deg F. Maintain storage containers in a clean condition, free of foreign materials and residue. B. Apply waterborne paints only when temperatures of surfaces to be painted and surrounding air are between 50 and 90 deg F. C. Apply solvent -thinned paints only when temperatures of surfaces to be painted and surrounding air are between 45 and 95 deg F D. Do not apply paint in snow, rain, fog, or mist; or when relative humidity exceeds 85 percent; or at temperatures less than 5 deg F above the dew point; or to damp or wet surfaces. 1.5 EXTRA MATERIALS A. Furnish extra paint materials from the same production run as the materials applied and in the quantities described below. Package with protective covering for storage and identify with labels describing contents. Deliver extra materials to Owner. 1. Quantity: 3 percent, but not less than 1 gal. or 1 case, as appropriate, of each material and color applied. PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Available Products: Subject to compliance with requirements, products that may be incorporated into the Work include, but are not limited to, products listed in other Part 2 articles. B. Products: Subject to compliance with requirements, provide one of the products listed in other Part 2 articles. C. Manufacturers' Names: Shortened versions (shown in parentheses) of the following manufacturers' names are used in other Part 2 articles: 1. Benjamin Moore & Co. (Benjamin Moore). 2. ICI Dulux Paint Centers (ICI Dulux Paints). 3. Sherwin-Williams Co. (Sherwin-Williams). 2.2 PAINT MATERIALS, GENERAL A. Material Compatibility: Provide block fillers, primers, and finish -coat materials that are compatible with one another and with the substrates indicated under conditions of service and application, as demonstrated by manufacturer based on testing and field experience. B. Material Quality: Provide manufacturer's best -quality paint material of the various coating types specified that are factory for- mulated and recommended by manufacturer for application indicated. Paint -material containers not displaying manufacturer's product identification will not be acceptable. C. Colors: As indicated by manufacturer's designations. 2.3 PREPARATORY COATS A. Interior Primer: Interior latex -based or alkyd primer of finish coat manufacturer and recommended in writing by manufacturer for use with finish coat and on substrate indicated. 1. Ferrous -Metal Substrates: Quick drying, rust -inhibitive metal primer. 2. Zinc -Coated Metal Substrates: Galvanized metal primer. 3. Where manufacturer does not recommend a separate primer formulation on substrate indicated, use paint specified for finish coat. 2.4 INTERIOR FINISH COATS A. Interior Low -Luster Acrylic Enamel: 1. Benjamin Moore; Moorcraft Super Spec Latex Eggshell Enamel No. 274. 2. ICI Dulux Paints; 1402 series Dulux Professional Acrylic Eggshell Interior Wall & Trim Enamel. 3. Sherwin-Williams; ProMar 200 Interior Latex Egg -Shell Enamel 1320W200 Series. PART 3 - EXECUTION 3.1 APPLICATION A. Comply with procedures specified in PDCA P4 for inspection and acceptance of surfaces to be painted. B. Coordination of Work: Review other Sections in which primers are provided to ensure compatibility of the total system for various substrates. On request, furnish information on characteristics of finish materials to ensure use of compatible primers. C. Remove hardware and hardware accessories, plates, machined surfaces, lighting fixtures, and similar items already installed that are not to be painted. If removal is impractical or impossible because of size or weight of the item, provide surface -applied protec- tion before surface preparation and painting. 1. After completing painting operations in each space or area, reinstall items removed using workers skilled in the trades involved. D. Surface Preparation: Clean and prepare surfaces to be painted according to manufacturer's written instructions for each particular substrate condition and as specified. 1. Provide barrier coats over incompatible primers or remove and reprime. 2. Cementitious Materials: Remove efflorescence, chalk, dust, dirt, grease, oils, and release agents. Roughen as required to remove glaze. If hardeners or sealers have been used to improve curing, use mechanical methods of surface preparation. 3. Wood: Clean surfaces of dirt, oil, and other foreign substances with scrapers, mineral spirits, and sandpaper, as required. Sand surfaces exposed to view smooth and dust off. a. Scrape and clean small, dry, seasoned knots, and apply a thin coat of white shellac or other recommended knot sealer before applying primer. After priming, fill holes and imperfections in finish surfaces with putty or plastic wood filler. Sand smooth when dried. b. Prime, stain, or seal wood to be painted immediately on delivery. Prime edges, ends, faces, undersides, and back sides of wood, including cabinets, counters, cases, and paneling. C. If transparent finish is required, backprime with spar varnish. d. Backprime paneling on interior partitions where masonry, plaster, or other wet wall construction occurs on back side. e. Seal tops, bottoms, and cutouts of unprimed wood doors with a heavy coat of varnish or sealer immediately on deliv- ery. 4. Ferrous Metals: Clean ungalvanized ferrous -metal surfaces that have not been shop coated; remove oil, grease, dirt, loose mill scale, and other foreign substances. Use solvent or mechanical cleaning methods that comply with SSPC's recommen- dations. a. Blast steel surfaces clean as recommended by paint system manufacturer and according to SSPC-SP 6/NACE No. 3. b. Treat bare and sandblasted or pickled clean metal with a metal treatment wash coat before priming. C. Touch up bare areas and shop -applied prime coats that have been damaged. Wire -brush, clean with solvents recom- mended by paint manufacturer, and touch up with same primer as the shop coat. 5. Galvanized Surfaces: Clean galvanized surfaces with nonpetroleum-based solvents so surface is free of oil and surface contaminants. Remove pretreatment from galvanized sheet metal fabricated from coil stock by mechanical methods. E. Material Preparation: 1. Maintain containers used in mixing and applying paint in a clean condition, free of foreign materials and residue. 2. Stir material before application to produce a mixture of uniform density. Stir as required during application. Do not stir surface film into material. If necessary, remove surface film and strain material before using. F. Exposed Surfaces: Include areas visible when permanent or built-in fixtures, grilles, convector covers, covers for finned -tube radiation, and similar components are in place. Extend coatings in these areas, as required, to maintain system integrity and pro- vide desired protection. 1. Paint surfaces behind movable equipment and furniture the same as similar exposed surfaces. Before final installation of equipment, paint surfaces behind permanently fixed equipment or furniture with prime coat only. 2. Paint interior surfaces of ducts with a flat, nonspecular black paint where visible through registers or grilles. 3. Paint back sides of access panels and removable or hinged covers to match exposed surfaces. 4. Finish exterior doors on tops, bottoms, and side edges the same as exterior faces. 5. Finish interior of wall and base cabinets and similar field -finished casework to match exterior. G. Sand lightly between each succeeding enamel or varnish coat. H. Scheduling Painting: Apply first coat to surfaces that have been cleaned, pretreated, or otherwise prepared for painting as soon as practicable after preparation and before subsequent surface deterioration. 1. Omit primer over metal surfaces that have been shop primed and touchup painted. 2. If undercoats, stains, or other conditions show through final coat of paint, apply additional coats until paint film is of uniform finish, color, and appearance. I. Application Procedures: Apply paints and coatings by brush, roller, spray, or other applicators according to manufacturer's written instructions. J. Minimum Coating Thickness: Apply paint materials no thinner than manufacturer's recommended spreading rate. Provide total dry film thickness of the entire system as recommended by manufacturer. K. Mechanical and Electrical Work: Painting of mechanical and electrical work is limited to items exposed in equipment rooms and occupied spaces. L. Block Fillers: Apply block fillers to concrete masonry block at a rate to ensure complete coverage with pores filled. M. Prime Coats: Before applying finish coats, apply a prime coat, as recommended by manufacturer, to material that is required to be painted or finished and that has not been prime coated by others. Recoat primed and sealed surfaces where evidence of suction spots or unsealed areas in first coat appears, to ensure a finish coat with no burn -through or other defects due to insufficient seal- ing. N. Pigmented (Opaque) Finishes: Completely cover surfaces as necessary to provide a smooth, opaque surface of uniform finish, color, appearance, and coverage. Cloudiness, spotting, holidays, laps, brush marks, runs, sags, ropiness, or other surface imperfec- tions will not be acceptable. O. Transparent (Clear) Finishes: Use multiple coats to produce a glass -smooth surface film of even luster. Provide a finish free of laps, runs, cloudiness, color irregularity, brush marks, orange peel, nail holes, or other surface imperfections. P. Stipple Enamel Finish: Roll and redistribute paint to an even and fine texture. Leave no evidence of rolling, such as laps, irregu- larity in texture, skid marks, or other surface imperfections. 3.2 CLEANING AND PROTECTING A. At the end of each workday, remove empty cans, rags, rubbish, and other discarded paint materials from Project site. B. Protect work of other trades, whether being painted or not, against damage from painting. Correct damage by cleaning, repairing or replacing, and repainting, as approved by Architect. C. Provide "Wet Paint" signs to protect newly painted finishes. After completing painting operations, remove temporary protective wrappings provided by others to protect their work. 1. After work of other trades is complete, touch up and restore damaged or defaced painted surfaces. Comply with procedures specified in PDCA P1. 3.3 INTERIOR PAINT SCHEDULE A. Gypsum Board: 1. Acrylic Finish: Two finish coats over a primer. a. Primer: Interior gypsum board primer. b. Finish Coats: See section 2.5. B. Wood and Hardboard: 1. Acrylic -Enamel Finish: Two finish coats over a primer. a. Primer: Interior wood primer for acrylic -enamel and semigloss alkyd -enamel finishes. b. Finish Coats: See section 2.5. END OF SECTION 09900 SECTION 10801 - TOILET AND BATH ACCESSORIES PART I - GENERAL 1.1 SUMMARY A. This Section includes the following: 1. Toilet and bath accessories. 2. Underlavatory guards. 1.2 QUALITY ASSURANCE A. Inserts and Anchorage: Furnish inserts and anchoring devices and coordinate delivery with other work to avoid delay B. Provide products of the same manufacturer for each type of accessory unit and for units exposed in the same areas. C. Special Mirror Warranty: Manufacturer's standard form in which manufacturer agrees to repair or replace mirrors that develop visible silver spoilage defects within 15 years from date of Substantial Completion. PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Manufacturers: Subject to compliance with requirements, provide products by one of the following: 1. Toilet and Bath Accessories: a. American Specialties, Inc. b. Bobrick Washroom Equipment, Inc. C. Bradley Corporation. 2. Underlavatory Guards: a. Truebro,Inc. b. Plumberex Specialty Products, Inc. 2.2 SCHEDULE OF TOILET ACCESSORIES PART 3 - EXECUTION 3.1 INSTALLATION A. Install accessories using fasteners appropriate to substrate indicated and recommended by unit manufacturer. Install units level, plumb, and firmly anchored in locations and at heights indicated. Provide blocking where required to meet force requirements indicted below. Ensure blocking is Fire retardent in walls that are rated or are otherwise required to be non-combustible 1. Install grab bars to withstand a downward load of at least 250 lbf, when tested according to method in ASTM F 446. B. Adjust accessories for unencumbered, smooth operation and verify that mechanisms function properly. Replace damaged or defective items. Remove temporary labels and protective coatings. END OF SECTION 10801 U i 4� O Q O !!i-� V o V Z a 0M aLL <a a Z N F I� MF<- Cn C O E E O U i C_ CL N N (a LL 06 M T � i.Lm I Cn a N J UM J /o J «/ Q 0 a o Cn °o J }, oo �CJ) O zCU LU oCL F N a RE N d 0 o� J O LL_ N of o� CD oX o Z ,T w N C, a 0` C0 w� m a, d� CC w J >� N w w a) F- M Cr w a 0 CM LLJ LU 0 a ui r' of m m 0 U w a'I a3 p LLJ a) cr w Y N = C%Jg G:3 = m a o v TENANT BUILD OUT A004 F-H 3" VTR ;.T I I� I I I ' IN EXISTING `Ci I� WG1 I 4" LINE WCO L-1 I I I I I L-1 Q WG1 �CWM) FCO 1 Sanitary & Vent Riser SCALE: 1/4'4-0" EXISTING 1" NEW TENANT SUB METER TO BE LINE & VALVE PROVIDED BY LANDLORD AND INSTALLED BY LANDLORD'S GC I � � WG1 1vt WC- L-1 RE: PLAN FOR CONTINUATION L-1 2 Domestic Water Riser SCALE: 1/4"=l'-0" EXISTING INVERT ELEVATION = 97.12' MAX EXISTING CW LINE BELOW (BASED ON FINISH FLOOR ELEVATION OF GRADE TO REMAIN AS IS. 100.00' AND TOTAL DEVELOPED LENGTH RE: CIVIL FOR CONTINUATION. OF 155'-0" AT 118" PER FOOT SLOPE). SEE CIVIL DRAWINGS FOR EXACT INVERT AND EXISTING CONTINUATION OF LINE. HOSE BIBB TO REMAIN EXISTING AS IS. NEW 1' COLD WATER LINE TO SERVE NEW TO RREEMAI,N 4' 1" RESTROOMS. I 4" EXISTING 4" SANITARY LINE STUB UP. CONNECT NEW 4" SANITARY LINE TO EXISTING SANITARY LINE AT THIS POINT. REMOVE UNUSED PORTION OF EXISTING SANITARY LINE ABOVE FLOOR SLAB. FCO L NEW 3I4" COLD WATER LINE VALVED & CAPPED FOR FUTURE TENANT USE. EXISTING 1" COLD `- NEW 4" SANITARY LINE WATER LINE VALVED & FROM THE EXISTING CAPPED. CONNECT STUB UP TO THE NEW NEW CW LINE TO RESTROOMS. EXISTING CW LINE AT THIS POINT. REFER TO ARCHITECTURAL DRAWINGS FOR INFORMATION REGARDING EXISTING SLAB LEAVE OUT AREAS. REFER TO ARCHITECTURAL DRAWINGS FOR INFORMATION REGARDING FIRE RATED WALLS AND PENETRATION DETAILS. 1&2 13101 J EXISTING SANITARY STUB UPS TO BE CAPPED FLUSH WITH NEW FLOOR SLAB. 3" VTR I I� I I �' I r I. EXISTING i i WG1 1 WCO 4" LINE � I L-1 i i WG A N / �__00" A FCO 3 Sanitary & Vent Riser SCALE: 1/4"=1'-0" EXISTING 1" NEW TENANT SUB METER TO BE LINE & VALVE PROVIDED BY LANDLORD AND INSTALLED BY LANDLORD'S GC 1• 1 1 WG1 1� 145. WG L-1 4 Domestic Water Riser SCALE: 114'=1'-0" 0 Q UT EXISTING MAIN CW LINE TO r REMAIN AS IS. EXISTING 1"CW LINES r VALVED AND CAPPED. I TO REMAIN AS IS. 5 Plumbing Floor Plan Z SCALE: 118"4-1)" EXISTING CW LINE BELOW GRADE TO REMAIN AS IS. RE: CIVIL FOR CONTINUATION. EXISTING CLEAN OUT TO REMAIN SEAL PENETRATION IN FIRE RATED WALL. RE: ARCH. EXISTING MAIN CW LINE TO REMAIN AS IS. EXISTING 1"CW LINES VALVED AND CAPPED. TO REMAIN AS IS. FIRE RATED WALL. RE: ARCHITECTURAL T 4' 4" PLUMBING GENERAL NOTES 1. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CODES AND GOVERNING AUTHORITIES. I.E.: FLORIDA BUILDING CODE 2007- PLUMBING WITH 2O08 SUPPLEMENT. 2. ALL SANITARY PIPING 2-1/2" OR LESS SHALL HAVE A 1/4" PER FOOT SLOPE. ALL SANITARY PIPING 3" OR LARGER SHALL HAVE A 118" PER FOOT SLOPE UNLESS OTHERWISE NOTED. ALL STORM WATER PIPING 2-1/2" OR LESS SHALL HAVE A 1/4" PER FOOT MINIMUM HORIZONTAL SLOPE. ALL STORM WATER PIPING 3" OR LARGER SHALL HAVE A 1/8" PER FOOT MINIMUM HORIZONTAL SLOPE UNLESS OTHERWISE INDICATED. 3. VALVES AND FITTINGS SHALL BE OF SAME SIZE OF LINE ON WHICH THEY ARE LOCATED, UNLESS OTHERWISE INDICATED ON DRAWINGS. 4. INSTALL WATER HAMMER SHOCK ARRESTORS AT EACH FIXTURE OR BATTERY OF FIXTURES WHERE REQUIRED. ARRESTORS SHALL BE FACTORY FABRICATED. INSTALL ARRESTORS AND SIZE PER PLUMBING AND DRAINAGE INSTITUTE STANDARD P.D.I. WH-201. ACCEPTABLE MANUFACTURERS: JOSAM, WATTS AND SIOUX CHIEF. AIR CHAMBERS SHALL NOT BE CONSIDERED AN EQUAL TO WATER ARRESTORS AS SPECIFIED. 5. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING FIRE RATING AND WEATHERPROOFING INTEGRITY OF ALL PIPING AND PENETRATIONS. 6. ALL WATER SUPPLY AND SANITARY LINES SHALL RUN AS CLOSE TO PLANS AS POSSIBLE WITH NO CHANGES IN SIZING. 7. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL NECESSARY SUPPORTING DEVICES FOR FIXTURES. 8. CHANGES IN THE DIRECTION OF SANITARY AND STORM DRAINAGE PIPING SHALL NOT BE MADE WITH FITTINGS WHICH WILL CAUSE EXCESSIVE REDUCTION IN THE VELOCITY OF FLOW OR CREATE ANY OTHER ADVERSE EFFECT. I.E.: USE OF SANITARY TEE IN A HORIZONTAL CONNECTION, USE OF A DOUBLE SANITARY TEE IN A VERTICAL STACK, USE OF SHORT RADIUS FITTINGS FOR BRANCH TO HOUSE DRAIN OR STACK CONNECTION. 9. CONTRACTOR SHALL GIVE 24 HOURS NOTICE TO APPLICABLE UTILITY COMPANY PRIOR TO PERFORMING WORK INVOLVING UTILITIES. 10. ALL DRAINAGE PIPING SHALL BE MARKED WITH THE SEAL OF APPROVAL OF THE NATIONAL SANITATION FOUNDATION. 11. WHERE SANITARY SEWER LINES CROSS UNDERGROUND WATER SUPPLY LINES THE INSTALLATION SHALL COMPLY WITH THE FLORIDA BUILDING CODE 2007 PLUMBING, ARTICLE 603.2.CONSTRUCTED OF DUCTILE IRON PIPE (10' EACH SIDE OF WATER MAIN) OR THE WATER LINES SHOULD BE MODIFIED TO PROVIDE 8" MINIMUM CLEARANCE. 12. ALL FLOOR DRAINS SHALL BE PROVIDED WITH A TRAP PRIMER VALVE AND FITTINGS UNLESS NOTED OTHERWISE. 13. THE PLUMBING CONTRACTOR MAY BE REQUIRED TO DROP PIPE OUTSIDE OF BUILDING TO REQUIRED DEPTH TO PROVIDE CONNECTION TO AREA DEVELOPMENT UTILITY STUB. ALL DROPS IN DEPTH SHALL BE MADE WITH THE USE OF 450 FITTINGS. 14. ROUTE ALL PIPING CONCEALED ABOVE CEILINGS, WITHIN WALLS, OR IN CHASES. EXPOSED PIPING SHALL BE SLOPED AND PAINTED TO MATCH ARCHITECTURAL FINISHES. PIPING IN MECHANICAL ROOMS MAY BE EXPOSED. 15. SLEEVE AND FIRE STOP ALL PENETRATIONS (IF ANY) OF RATED WALLS, FLOORS, CEILINGS, ETC., IN ACCORDANCE WITH APPLICABLE UL STANDARDS AND LOCAL CODES TO MAINTAIN RATINGS. REFER TO SPECIFICATIONS AND ARCHITECTURAL DRAWINGS FOR RATED WALLS, CEILINGS AND FLOOR INFORMATION. 16. ALL WATER PIPING INSTALLED IN EXTERIOR WALLS SHALL BE PLACED ON THE INTERIOR SIDE OF THE WALL.THE WALL INSULATION SHALL BE PLACED ON THE EXTERIOR SIDE OF THE PIPE. 17. SEE RISER DIAGRAMS FOR BRANCH PIPING DETAILS AND SIZES NOT SHOWN ON PLANS. 18. COLD AND HOT WATER PIPING SHALL BE COPPER WATER TUBE (ASTM B88) TYPE "L" WITH WROUGHT -COPPER (ANSI B16.22), OR CAST BRASS (ANSI B16.18) PRESSURE FITTINGS AND ALLOY GRADE (ANSI-ASTM B32) 95TA LEAD-FREE SOLDER JOINTS. DISINFECT WATER PIPING AFTER PRESSURE TEST WITH CHLORINE SOLUTION 50 MG-L) FOR 24 HOURS. FLUSH LINES CLEAN AFTER COMPLETION. 19. SOIL, WASTE AND VENT PIPING SHALL BE PVC: ASTM D2665 SCHEDULE 40. FITTINGS: PVC DWV JOINTS: ASTM WELD. PROVIDE CAST IRON PIPE AND FITTINGS FOR SOIL, WASTE AND VENT PIPING LOCATED IN CEILING PLENUMS. 20. PROVIDE CLEANOUTS AT BASE OF EACH VERTICAL STACK AT EACH CHANGE OF DIRECTION OF HORIZONTAL RUNS AND AT 100 FOOT INTERVALS OF HORIZONTAL RUNS FOR SANITARY AND STORM PIPING. 21. PROVIDE ACCESS PANELS TO ALL VALVES WITHIN CHASES OR ABOVE NON -ACCESSIBLE CEILINGS. REFER TO ARCHITECTURAL DRAWINGS FOR CEILING TYPES. EXISTING INVERT ELEVATION = 97.74' MAX (BASED ON FINISH FLOOR ELEVATION OF 100.00' AND TOTAL DEVELOPED LENGTH OF 93'-0" AT 118" PER FOOT SLOPE). SEE CIVIL DRAWINGS FOR EXACT INVERT AND CONTINUATION OF LINE. EXISTING 4" SANITARY LINE STUB UP. CONNECT NEW SANITARY LINE TO EXISTING SANITARY LINE AT THIS POINT. REMOVE UNUSED PORTION OF EXISTING SANITARY LINE ABOVE FLOOR SLAB. NEW 1" COLD WATER LINE TO SERVE NEW RESTROOMS. ------ 1-j- 'M MOINGIHOSE BIBS -Tw - � 4" J I l L 4" FCO--- NEW 4" SANITARY LINE FROM THE EXISTING STUB 1 ID Tn TUC NCW 23. METERING AND SITE UTILITY CONNECTIONS SHALL BE PROVIDED ON SITE UTILITY DRAWINGS. ALL SERVICES SHOWN ON THIS SET OF PLANS TERMINATE S-W FROM BUILDING, UNLESS SHOWN OTHERWISE ON DRAWINGS. PLUMBING CONTRACTOR SHALL MAKE FINAL CONNECTIONS TO SITE UTILITIES. 24. FURNISH AND INSTALL HOSE BIBBS AND/OR WALL HYDRANTS 24" ABOVE FINISHED GRADEIFLOOR AND PROVIDE VACUUM BREAKERS. 25. SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS OF ROOF DRAINS, PLUMBING FIXTURE MOUNTING HEIGHTS AND DIMENSIONS. 26. CONTRACTOR SHALL VERIFY INVERT ELEVATIONS OF EXISTING SEWERS IN WHICH NEW SEWER LINES ARE TO BE CONNECTED PRIOR TO INSTALLATION. 28. CONTRACTOR SHALL INSTALL DIELECTRIC UNIONS AT CONNECTIONS OF DISSIMILAR METALS. 29. CONTRACTOR SHALL ROUGH -IN ALL WASTE AND SUPPLIES TO SPECIAL EQUIPMENT ACCORDING TO MANUFACTURER'S SHOP DRAWINGS AND MAKE FINAL CONNECTIONS. ALL SUPPLIES SHALL BE VALVED. INSTALL VACUUM BREAKERS WHERE REQUIRED BY CODE. 30. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS (INCLUDING PIPE ROUTING AND EQUIPMENT LOCATIONS) TO ARCHITECT/ENGINEER FOR REVIEW PRIOR TO THE INSTALLATION OR PURCHASING OF ANY PIPING AND/OR EQUIPMENT. 31. PROVIDE REDUCED PRESSURE BACKFLOW PREVENTERS FOR DOMESTIC WATER SUPPLY CONNECTIONS AS REQUIRED BY CODE. 32. ALL BELOW GRADEISLAB COPPER PIPE SHALL BE PLACED WITHIN COPPER PIPE SLEEVE (10 MIL) POLYETHYLENE PLASTIC SLEEVING. EXTEND SLEEVING ABOVE GRADEISLAB. 33. CONTRACTOR SHALL REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS OF FLOOR DRAINS (IF ANY) LOCATED WITHIN TOILET ROOMS. 34. PRESSURE REDUCING VALVES SHALL BE INSTALLED ON BRANCH LINES SERVING FIXTURES AND/OR EQUIPMENT WHEN THE PRESSURE IN THE LINE EXCEEDS 80 P.S.I. 35. COORDINATE EXACT LOCATION OF FLOOR DRAINS FOR HVAC EQUIPMENT WITH MECHANICAL CONTRACTOR. CONDENSATE PIPING SHALL NOT DISCHARGE INTO SANITARY SYSTEM. 36. ROUTE WATER LINES TIGHT TO STRUCTURE. COORDINATE ROUTING TO AVOID CONFLICTS WITH OTHER DISCIPLINES. 37. IF THE INTENT OF THE DRAWINGS AND/OR SPECIFICATIONS IS UNCLEAR OR HAS MORE THAN ONE INTERPRETATION, IT SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER IN WRITING BEFORE THE SUBMISSION OF BIDS. THE ARCHITECTIENGINEER SHALL MAKE CORRECTIONS AND/OR PROVIDE EXPLANATION IN WRITING. 38. PLANS AND SPECIFICATIONS ARE INTENDED AS A GENERAL DESCRIPTION OF THE WORK TO BE PERFORMED, ALL ITEMS NOT SPECIFICALLY MENTIONED OR SHOWN, BUT NECESSARY FOR THE COMPLETION OF THE INSTALLATION, SHALL BE FURNISHED AND INSTALLED BY THIS CONTRACTOR. THE CONTRACTOR SHALL ACQUAINT HIMSELF WITH THE MECHANICAL, ARCHITECTURAL, STRUCTURAL AND ELECTRICAL PLANS PRIOR TO SUBMITTING HIS FINAL BID. NO ADDITIONAL COMPENSATION WILL BE ALLOWED DUE TO CONTRACTORS FAILURE TO FAMILIARIZE HIMSELF WITH THE PLANS. 39. THE CONTRACTOR SHALL BASE HIS PROPOSAL UPON THE EQUIPMENT AS SCHEDULED OR SPECIFIED, USING THE MANUFACTURERS AND EQUIPMENT SPECIFIED ON THE DRAWINGS. IF MORE THAN ONE MANUFACTURER IS SPECIFIED FOR ONE ITEM, ANY ONE OF THE MANUFACTURERS LISTED MAY BE USED IN THIS CONTRACTOR'S PROPOSAL. IF THIS CONTRACTOR WISHES TO USE EQUIPMENT NOT SPECIFIED, HE MUST AT THE TIME OF BIDDING SUBMIT SEPARATELY ON LETTERHEAD STATIONARY OF THE BIDDER, THE EQUIPMENT HE WOULD SUBSTITUTE AND THE COST TO BE ADDED OR TO BE DEDUCTED FROM HIS PROPOSAL. 40. THE CONTRACTOR IS EXPECTED TO ORDER ALL MATERIALS IN SUFFICIENT TIME TO AVOID DELAYING THE COMPLETION OF THE PROJECT. DELAY IN DELIVERY WILL NOT BE CONSIDERED A JUSTIFIABLE REASON FOR SUBMISSION OF SUBSTITUTE MATERIALS. 41. DO NOT PENETRATE WALL FOOTINGS WITH PIPING. COORDINATE WITH GENERAL CONTRACTOR TO DROP FOOTINGS AS REQUIRED TO CLEAR PLUMBING SERVICES WHERE ABSOLUTELY NECESSARY. ALL PIPING PENETRATING A BEARING WALL OR FOOTING MUST BE SLEEVED AND LOCATION APPROVED BY STRUCTURAL ENGINEER. R P PIPE SIZES AND LOCATIONS. L ATE VTR A MIN. HORIZONTAL FR M ANY BUILDING OPENING OR FRESH 42. REFER TO PLANS FOR VENT THRU ROOF (VTR) S SLOCATE 00 U AIR INTAKE. EXTEND VTR 12" ABOVE ROOF SURFACE. IF 10' DISTANCE CANNOT BE ACHIEVED LOCATE VTR 2' ABOVE ADJACENT TOP OF FRESH AIR INTAKE OR BUILDING OPENINGS. PROVIDE 1" FIBERGLASS INSULATION WITH ALL -SERVICE JACKET ON VENT PIPE INSIDE BUILDING WITHIN V OF VTR LOCATION. VERIFY FLASHING AND COUNTERFLASHING AND COORDINATE INSTALLATION WITH ROOFING CONTRACTOR. FIXTURE SPECIFICATIONS PIPE SIZE TAG FIXTURE MANUFACTURER MODEL # DESCRIPTION CW HW SAN VENT WATER CLOSET ADA COMPLIANT PRESSURE ASSISTED WATER CLOSET. VITREOUS CHINA 2-PIECE CONSTRUCTION. PROVIDE W 1 PRESSURE ASSISTED WITH MANUFACTURERS RECOMMENDED ANGLE SUPPLY STOPS AND SUPPLY TUBING AND INSTALLATION FLUSH TANK AMERICAN STANDARD 2377.100 1/2" - 4" 2" MATERIALS. PROVIDE WITH ANTIMICROBIAL OPEN FRONT COVERLESS SEAT. (ADA) LAVATORY ADA COMPLIANT WALL HUNG VITREOUS LAVATORY. PROVIDE ANGLE SUPPLIES, P-TRAP, PIPING INSULATION L-1 WALL HUNG AMERICAN STANDARD 0355.012 112" - 2" 1-112" WRAP, DRAIN GRID AND INSTALLATION MATERIALS. INSTALL AS REQUIRED TO MEET ADA GUIDELINES. PROVIDE FAUCET 7402.00 WITH WRIST BLADE HANDLES. INSTALL USING MANUFACTURERS RECOMMENDATIONS. ELECTRIC WATER ELKAY BARRIER FREE ADA COMPLIANT ELECTRIC WATER COOLER. COORDINATE POWER OUTLET LOCATION WITH 0 COOLER HI-LO EZSTL8C 1/2" - 2" 1-112" ELECTRICAL CONTRACTOR FOR ELECTRICAL CORD WITH 3-PRONG PLUG. INSTALL PER MANUFACTURERS RECOMMENDATIONS. REFER TO ARCHITECTURAL ELEVATION VIEWS FOR MOUNTING HEIGHTS. WCO WALL CLEANOUT ZURN Z1446 - - - - WALL CLEANOUT WITH STAINLESS STEEL ROUND ACCESS COVER. SEE PLANS FOR PIPE SIZE CONNECTION. FCO FLOOR CLEANOUT ZURN Z1400 - - - - FLOOR CLEANOUT WITH ACCESS COVER. SEE PLANS FOR PIPE SIZE CONNECTION. NOTE: REFER TO ARCHITECTURAL DRAWINGS FOR ALL FINAL LOCATIONS AND MOUNTING DIMENSIONS OF ALL PLUMBING FIXTURES. PROVIDE ADA CONFORMING FACTORY INSULATION KIT ON HOT, COLD AND P-TRAP WASTE PIPING AT HANDICAP DESIGNATED LAVATORIES. PIPING MATERIAL SCHEDULE INSULATION SERVICE SIZE MATERIAL SCHEDULEr YPE REMARKS TYPE THICKNESS COLD WATER ALL COPPER TYPE L FG 1" SEE NOTE 2 SANITARY ALL C.I.OR PVC SERVICE WEIGHT NONE - NO HUB VENT ALL C.I.OR PVC SCH. 40 NONE - SEE NOTE 1 =WATE 11.. AND VENT PIPING IN PLENUM SPACE SHALL BE SERVICE WEIGHT CAST IRON, NO HUB. 2. FIBERGLASS PIPE INSULATION: MINERAL OR GLASS FIBERS BONDED WITH A THERMOSETTING RESIN. SEMIRIGID BOARD MATERIAL WITH FACTORY -APPLIED ASJ COMPLYING WITH ASTM C 1393, OR WITH PROPERTIES SIMILAR TO ASTM C 612. NOMINAL DENSITY IS 2.5 LB/CU. FT. OR MORE. THERMAL CONDUCTIVITY (K VALUE) AT 100 DEG. F (55 DEG. C) IS 0.29 BTU X IN./H X SQ.FT. X DEG. F (0.042 W/M X K) OR LESS. ALL SERVICE JACKET (ASJ): WHITE, KRAFT-PAPER, FIBERGLASS -REINFORCED SCRIM WITH ALUMINUM -FOIL BACKING; COMPLYING WITH ASTM C 1136, TYPE MANUFACTURERS; A. CERTAINTEED CORP., B. JOHNS MANVILLE, C. KNAUF INSULATION, D. OWENS CORNING CLEANOUT AND ACCESS - COVER. TOP OF COVER TO BE FLUSH WITOP OF FLOOR FLOOR LINE - - 1/8" C.I. BEND MAY EXTEND AS WASTE OR VENT FOR WALL CLNST. REF. ARCH. DWGS. CLEANOUT TEE WASTE LINE LENGTH TO SUIT WYE FITTING - BALANCE OF PIPING SAME AS CLEANOUT TO GRADE 6 Floor Cleanout Detail SCALE: NONE FLOW 7 Wall Cleanout Detail SCALE: NONE CLEANOUT PLUG COUNTERSUNK SCREW POLISHED S.S. ACCESS COVER 1/8" BEND AND END OF LINE CLEANOUT WASTE LINE, IF APPLICABLE WATER HAMMER ARRESTOR SCHEDULE INSTALLED ARRESTOR SHALL BE APPROVED DEVICE BY FLORIDA PLUMBING CODE. ALL SUPPLY PIPING SHALL = HAVE ARRESTOR THE SAME SIZE AS CONNECTION SIZE UP TO in I.E. PROVIDE P.D.I. SIZE "C" FOR 1" OR LARGER WATER SUPPLY TO FIXTURES, P.D.I. SIZE "B" FOR 314" SUPPLY AND P.D.I. SIZE "A" FOR 10SUPPLY. * P.D.I. SIZE CONNECTION SIZE A (1-11 F.U.) 1/2" B (12-32 F.U.) 3/4" C (33-60 F.U.) 1" P.D.I. = PLUMBING AND DRAINAGE INSTITUTE STANDARD WH-201 SYMBOLS AND ABBREVIATIONS DESCRIPTION ABBR. SYMBOL SANITARY PIPE ABOVE GRADE SAN SANITARY PIPE BELOW GRADE SAN - VENT PIPE V ------------ COLD WATER PIPE CW - HOT WATER PIPE HW - - STORM ABOVE GRADE ST STORM BELOW GRADE ST - STORM OVERFLOW STO ROOF DRAIN RD (O ) FLOOR CLEANOUT CO EXTERIOR CLEANOUT ECO WALL CLEANOUT WCO I HOSE BIBB HB C VENT THRU ROOF VTR J i L DIRECTION OF FLOW ow SHUT OFF VALVE -�6�- CAP C TEE UP 0- TEE DOWN ,. ELBOW UP ELBOW DOWN C REVISION REFERENCE Q TYPICAL TYP POINT OF NEW CONNECTION 8 "SOME SYMBOLS SHOWN MAY NOT PERTAIN TO THIS PROJECT DRAWING INDEX SHEET TITLE P101 Plumbing General Information, Floor Plan & Risers CU C Eft 0 0w cuz� J(CO V Q M "W 0 ILL w Em< "L- CNI w ��� J U a 0 E E 0 U L Ng -t--+ 0 c m U_ Q 1 CO LJL" m 1 J r LL 0 N N Go V ~ cu ad _j C _j J w Go cati} aO= 0 UJIOra �- a L ��cf) LL 06 cu L _0 LL 0 cu E 0 cu V EJ w w x cn ui a �o Y co LL � Q LL 0 v; 0 0 LL U a w 0 N w CD LU M o W CS N 2 cI cI 0 0 J W o N O N _o oI d z -I 0 w c c � N wQ NLU C7 (J TENANT BUILD OUT p 10 1 B (CFM) BRANCH DUCT CONTROLROD (TYPICAL) NOTE: FOR RETURN AIR FLOW, DELETE SPLITTER DAMPER SCREWS ,� HANGER 1 Splitter Detail SCALE: NONE TURNING VANES (TYPICAL) C CFM BRANCH DUCT SPL11 TER DAMPER (TYPICAL) MAIN DUCT TO SIZE SPLITTER: Y = (B/A) (X) Z = X-Y DEPTH REMAINS CONSTANT MIN. BAND OF SAME SIZE i AS HANGER STRAP -� NOTE: HANGER STRAP SIZE PER SMACNA. 2 Rectangular/Round Duct Hanger Detail SCALE: NONE MOUNT CAP LEVEL ANCHOR WI CADMII PLATED SCREWS 1: O.C. FLASHING BY ROOF 1 1/2" EXTERNAL - INSULATION SEAL WATERTIGHT HANGER STRAP BIRD SCREEN CAULKING BEAD OR GASKET FULL PERIMETER OF CURB BY HVAC. TREATED WOOD NAILER 13-112" PREFABRICATED CURB FURNISHED BY HVAC INSTALLED BY GENERAL CONTRACTOR ROOF SUPPORT ANGLES AS REQUIRED BY GENERAL CONTRACTOR 2" 3 Gravity Roof Vent Detail SCALE: NONE 4'-0" MAXIMUM METAL STRAP MAXIMUM SAG 1/2" PER FOOT 1-1/2" MINIMUM OF SUPPORT SPACING. FLEXIBLE DUCT NOTES: 1. DUCT SHOULD EXTEND STRAIGHT FOR SEVERAL INCHES FROM A CONNECTION BEFORE BENDING. 2. SUPPORT SYSTEM MUST NOT DAMAGE DUCT OR CAUSE OUT OF ROUND SHAPE. 4 Flex Duct Support Detail SCALE: NONE - SUPPLY DUCT SPIN -IN FITTING INSULATED ROUND WITH DAMPER FLEXIBLE DUCT /(MAX. 8'-0" LONG) SIZE TO MATCH DIFFUSER NECK. ROUND METAL DUCT INSULATION (EXTERNAL INSULATION) CEILING 5 Ceiling Diffuser Runout Detail SCALE: NONE CEILING DIFFUSER MAX. 20" TRANSITION - , 0.25 D (4" MIN. PER SMACNA) - RECTANGULAR DUCT VOLUME DAMPER CONICAL FITTING WITH LOCKING TYPE VOLUME DAMPER. FLEX DUCT OR ROUND SHEET METAL DUCT. FLEX DUCT MAX. 8'-0" LONG, USE CLAMP TO ATTACH FLEX DUCTS AND SEAL. SUPPORT DUCT EVERY FOUR FEET FROM STRUCTURE 6 Branch Duct Detail SCALE: NONE F-L F-K l - F-H I F-G F-D - F-C NON FIRE RATED WALLS WITH --- FRAMING AND SHEATHING ALL THE WAY TO ROOF DECK D-400 8x14 TRANSFER GRILLE i C-400 DUCTWORK LOCATIONS SHOWN ARE x DIAGRAMMATIC. CONTRACTOR SHALL COORDINATE EXACT ROUTING OF DUCT WITH STOCK ROOM WALLS TO MINIMIZE THE NUMBER OF PENETRATIONS HVAC SYMBOLS SYMBOL DESCRIPTION NEW DUCT WORK FLEXIBLE DUCT B SUPPLY AIR DUCT WORK UP THRU PLAN RETURN AIR OR EXHAUST DUCT WORK UP THRU PLAN DUCT WORK TRANSITION 900 ELBOW WITH TURNING VANES J MANUAL AIR VOLUME CONTROL DAMPER ® OR Z SUPPLY AIR DEVICE zRETURN AIR DEVICE ® EXHAUST AIR DEVICE O WALL MOUNTED THERMOSTAT SD DUCT SMOKE DETECTOR A-100 DIFFUSER DEVICE TYPE - AIR QUANTITY RTU'10 EQUIPMENT DESIGNATION TAG s-------- R------- REFRIGERATION PIPING CONDENSATE PIPING D-400 6"0 8x14 4' MIN O1 FROM PARAPET I 5� T L RESTROOM WALLS ARE 10'-6" HIGH EDO 8x14 8x14 D-400 v C9 EXISTING 6 - TON RTU TO REMAIN. SD 20x14 118x18 x r- D-400 �1 D-400 8x14 8x14 RETURN DUCT J SUPPLY AIR J WITH SCREENED REGISTER (SAR) INLET, FLARED AT WITH 45 DEGREE END TO 30" X 18". THROW IN BOTTOM (1860 CFM) OF DUCT (TYP) D-400 axo RETURN DUCT Ll WITH SCREENED D 400 INLET, FLARED AT END TO 24" X 18". - (1350 CFM) N 1 2 SD 20x14 18x18 v T O � � 0 ! D-400 EXISTING 5 - TON RTU TO REMAIN. D-4 0 D�400 D-400 D-4 0 SUPPLY AIR REGISTER (SAR) x °O WITH 45 DEGREE x °D THROW IN BOTTOM OF DUCT (TYP) RETURN DUCT RETURN DUCT WITH SCREENED D 400 WITH SCREENED Da INLET, FLARED AT INLET, FLARED AT END TO 24" X 18". END TO 24" X 18". - (1350 CFM) x - (1350 CFM) r I O I O SD 20x14 ® i SD 20x14 © 18x18 1 18x18 1 v x OOO x D-40 � 0 I D,400 EXISTING 5 - EXISTING 5 - TON RTU TO y TON RTU TO REMAIN. REMAIN. III D-400 MECHANICAL GENERAL NOTES 1. CONTRACTOR TO VISIT SITE AND VERIFY ALL CLEARANCES BEFORE FABRICATION OF DUCTWORK AND 16. VERIFY VOLTAGE WITH ELECTRICAL CONTRACTOR BEFORE ORDERING EQUIPMENT. PROVIDE ADDITIONAL OFFSET AND/OR CHANGES IN DUCT SIZES TO MEET FIELD CONDITIONS AND COORDINATE 117. WITH ELECTRICAL, PLUMBING AND FIRE PROTECTION SUBCONTRACTOR BEFORE ANY CONSTRUCTION WORK. VERIFY EXISTING TRAP IN ALL CONDENSATE PIPING LOCATED AT AIR HANDLING UNITS. SLOPE CONDENSATE LINES 118" PER FOOT. CONDENSATE LINES SHALL BE PVC SCH. 40. ALL CONDENSATE DRAIN 2. SUPPLY, RETURN AND OUTSIDE AIR DUCTWORK SHALL BE EXTERNALLY INSULATED SHEET METAL PIPING SHALL BE PROPERLY SUPPORTED. CONSTRUCTION IN ACCORDANCE WITH LATEST SMACNA STANDARDS. INSULATION SHALL HAVE VAPOR BARRIER AND AN INSTALLED MINIMUM THERMAL RESISTANCE (R) VALUE OF 6.0. ALL EXHAUST DUCTWORK 18. ALL MECHANICAL WORK SHALL MEET ALL THE REQUIREMENTS OF THE 2007 FLORIDA BUILDING CODE, SHALL BE UNINSULATED SHEET METAL CONSTRUCTION IN ACCORDANCE WITH LATEST SMACNA STANDARDS. MECHANICAL AND 2009 SUPPLEMENT. ALL JOINTS SHALL BE SECURELY TAPED WITH 3" WIDE GLASS FABRIC TAPE WITH FOSTER 30/35 MASTIC OR EQUAL. 19. GUARANTEE; FOR ONE YEAR AFTER DATE OF ACCEPTANCE BY THE OWNER, ALL EQUIPMENT, MATERIALS AND WORKMANSHIP TO BE FREE FROM DEFECT. 3. DUCT SHALL BE SECURELY SUPPORTED, HUNG OR SUSPENDED IN ACCORDANCE WITH THE LATEST SMACNA EDITION AND SECTION 603 OF THE 2007 FLORIDA BUILDING CODE, MECHANICAL WITH 2O09 SUPPLEMENT. 20. DO NOT CUT STRUCTURAL MEMBERS WITHOUT PRIOR WRITTEN APPROVAL OF THE STRUCTURAL ENGINEER OR ARCHITECT. ARRANGE FOR REPAIRS REQUIRED TO RESTORE OTHER WORK, BECAUSE OF 4. ROOFTOP UNIT OUTSIDE AIR INTAKE SHALL MAINTAIN A MINIMUM OF 10'-0" FROM ANY EXHAUST OR DAMAGE CAUSED AS A RESULT OF MECHANICAL INSTALLATIONS. SANITARY VENT THROUGH ROOF PIPING. ALL TRANSFER DUCTWORK LEADING TO REST ROOMS SHALL HAVE A ZERO LEAKAGE BACK DRAFT DAMPER AS SHOWN ON MECHANICAL DRAWINGS. 21. FLEXIBLE AND RIGID ROUND DUCT TAKE -OFFS FOR DIFFUSERS SHALL BE THE SAME SIZE AS DIFFUSER NECK. MAXIMUM FLEXIBLE DUCT LENGTH SHALL BE 8'-0". FLEXIBLE DUCT SHALL BE THERMAFLEX TYPE M-KC 5. PROVIDE ALL MECHANICAL EQUIPMENT WITH MANUFACTURER'S RECOMMENDED SERVICE AREA OR EQUAL.FLEXABLE DUCT SHALL BE INSULATED FIBERGLASS, R-6, CLASS 1, UL181 LISTED AND COMPLY CLEARANCES. WITH NFPA 90A AND NFPA 90B. 6. ALL ROOF TOP UNITS SHALL BE REINFORCED TO WITHSTAND LOCAL WIND LOAD DESIGN. SEE STRUCTURAL 22. ALL WALL MOUNTED THERMOSTATS SHALL BE INSTALLED AT AN ELEVATION OF 54" ABOVE FINISHED DRAWING(S) FOR DETAIL(S) /CONSULT WITH BUILDING STRUCTURAL ENGINEER. FLOOR TO THE TOP UNLESS OTHERWISE NOTED ON DRAWINGS. LOCATION OF THE WALL MOUNTED THERMOSTAT SHALL BE COORDINATED WITH OTHER TRADES FOR A NEAT APPEARANCE. FINAL LOCATION 7. DUCT SMOKE DETECTORS SHALL BE FURNISHED BY THE FIRE ALARM CONTRACTOR, INSTALLED IN DUCT BY OF THERMOSTAT SHALL BE SUBJECT TO THE APPROVAL OF THE ENGINEER OR HIS REPRESENTATIVE IN THE THE MECHANICAL CONTRACTOR AND WIRED BY THE FIRE ALARM CONTRACTOR. SMOKE DETECTORS SHALL BE FIELD. INSTALLED IN ACCORDANCE WITH NFPA 72, NATIONAL FIRE ALARM CODE; NFPA 90A, STANDARD FOR INSTALLATION OF AIR-CONDITIONING AND VENTILATING SYSTEMS, 2007 FLORIDA BUILDING CODE, MECHANICAL 23. ALL UNITS SHALL BE BALANCED TO WITHIN 10 PERCENT OF THE DESIGN AIR QUANTITY. BALANCE WITH 2O09 SUPPLEMENT AND THE MANUFACTURER'S INSTALLATION IN STRUCTIONS. COORDINATE LOCATION DIFFUSERS AND REGISTERS TO WITHIN 10 PERCENT OF QUANTITIES SHOWN ON DRAWINGS. OF SMOKE DETECTORS WITH FIRE ALARM CONTRACTOR. PROVIDE A VISIBLE/AUDIBLE NOTIFICATION PANEL. MAKE: SYSTEM SENSOR SSK451 OR EQUAL, COMPATIBLE WITH BUILDING FIRE ALARM SYSTEM. 24. PROVIDE FLEXIBLE NEOPRENE DUCT CONNECTORS ON THE DISCHARGE AND ENTERING SIDES OF ALL VIBRATING EQUIPMENT TO WHICH DUCTWORK IS ATTACHED. 8. IN GENERAL, PLANS AND DIAGRAMS ARE SCHEMATIC ONLY AND SHOULD NOT BE SCALED. 25. CONTRACTOR SHALL PROVIDE 3 COPIES OF A TEST AND BALANCE REPORT. AIR BALANCING SHALL BE 9. HVAC CONTRACTOR IS RESPONSIBLE FOR ANY ADDED ELECTRICAL COSTS WHICH MAY RESULT FROM PERFORMED BY AN INDEPENDENT TESTING AND BALANCING CONTRACTOR WHICH SHALL BE QUALIFIED AND SUBSTITUTED EQUIPMENT. CERTIFIED BY EITHER ASSOCIATED AIR BALANCE COUNCIL (AABC) OR NATIONAL ENVIRONMENTAL BALANCING BUREAU (NEBB). THIS REPORT MUST BE REVIEWED AND APPROVED BY THE ENGINEER PRIOR 10. DUCTWORK INSULATION SHALL BE FOIL FACED FIBERGLASS DUCT WRAP WITH A MINIMUM THERMAL TO THE FINAL INSPECTION. RESISTANCE (R) OF 6.0. INSULATION SHALL HAVE VAPOR BARRIER. INSTALL PER MFR. REQUIREMENTS. 26. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL TRADES' INSTALLATION SCHEDULES. 11. COORDINATE AIR DEVICE LOCATIONS WITH LIGHTING FIXTURES. COORDINATE WORK SCHEDULE WITH GENERAL CONTRACTOR. 12. TURNING VANES SHALL BE PROVIDED IN ALL SUPPLY DUCT RECTANGULAR ELBOWS WITH ANGLES 27. WHEN THE INTENT OF THE DRAWINGS AND SPECIFICATIONS IS NOT CLEAR, OR IS CAPABLE OF MORE BETWEEN 15 DEGREES AND LESS THAN 90 DEGREES PER FIG. 2-5 OF THE SMACNA MANUAL. THAN ONE INTERPRETATION, SUCH MATTERS WILL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER IN WRITING BEFORE THE SUBMISSION OF BIDS. THE ARCHITECT/ENGINEER SHALL 13. DUCT DIMENSIONS SHOWN ON DRAWINGS ARE CLEAR INSIDE DIMENSIONS. DUCTWORK, DIFFUSERS, MAKE CORRECTION OR EXPLANATION IN WRITING. REGISTERS, GRILLES, AND OTHER ITEMS OF THE AIR HANDLING SYSTEM SHALL NOT BE SUPPORTED BY THE CEILING OR CEILING SUSPENSION SYSTEM. 28. PLANS AND SPECIFICATIONS ARE INTENDED AS A GENERAL DESCRIPTION OF THE WORK TO BE PERFORMED. ALL ITEMS NOT SPECIFICALLY MENTIONED OR SHOWN, BUT NECESSARY FOR THE 14. UNLESS OTHERWISE NOTED, INSTALL DUCTWORK AS HIGH AS POSSIBLE, TIGHT TO BOTTOM OF COMPLETION OF THE INSTALLATION, SHALL BE FURNISHED AND INSTALLED BY THIS CONTRACTOR. THIS STRUCTURE. COORDINATE DUCT ELEVATION WITH STORM LEADERS, WATER PIPING, SANITARY DRAINS AND CONTRACTOR SHALL THOROUGHLY ACQUAINT HIMSELF WITH THE MECHANICAL, ARCHITECTURAL, MAJOR ELECTRICAL CONDUITS. STRUCTURAL AND ELECTRICAL PLANS BEFORE SUBMITTING HIS FINAL BID. NO ADDITIONAL COMPENSATION WILL BE ALLOWED DUE TO THE CONTRACTOR'S FAILURE TO FAMILIARIZE HIMSELF/ HERSELF WITH THE 15. CONTRACTOR TO PROVIDE ALL SUPPLEMENTARY STEEL REQUIRED TO SUSPEND MECHANICAL EQUIPMENT PLANS. & MATERIALS. INSTALLATION OF EQUIPMENT SHALL COMPLY WITH MANUFACTURER'S SPECIFICATIONS AND CLEARANCE REQUIREMENTS FOR SERVICING OF EQUIPMENT. FAN SCHEDULE EXT. STATIC MARK SERVICE CFM PRESSURE (IN. FAN TYPE DRIVE SONES WATTS RPM V/0 MANUFACTURER MODEL NOTES WATER) EF-1 EXHAUST 100 0.375 CEILING DIRECT 3.2 98 1100 12011 COOK GC-144 1,2 NOTES: 1. WITH PLUG-IN DISCONNECT. 2. PROVIDE CONTROL BY MANUAL LIGHT WITH OCCUPANCY SENSOR. COORDINATE WITH ELECTRICAL DRAWINGS FOR LOCATION OF SWITCH. O EF-1 RESTROOM -� WALLS ARE D-400 10'-6" HIGH 12" 6 0 WfIn CT � O� 5 ON ROOF. 4' MIN RETURN DUCT EXISTING 5 12"0 FROM PARAPET WITH SCREENED D-400 TON RTU TO INLET, FLARED AT REMAIN. END TO 24" X 18". (1350 CFM) x B-675 A-400 N (TYP OF 2) 1 mu -SD 20x14 ® SD 20x14 © O 18x18 18x18 �r x 170 D-400 � A-400 EXISTING 5 TON RTU TO REMAIN. x N 12"0 D-40 A-400 x x x FIRE RATED i< DEMISING WALL WITH FRAMING AND SHEATHING ALL THE WAY TO ROOF DECK 12"0 JD-400 D-400 D-400 A-400 U F-3 F-4 F-6 , F-7 F-10 k F 11 7 Mechanical Floor Plan SCALE: 1l8" = V-0" OUTSIDE AIR CALCULATION AREA SERVED AREA (SQFT) PEOPLE / 1,000 (SQFT) (1) #PEOPLE CFM / PERSON (1) CFM /SQFT (1) CFM CALCULATED CFM SUPPLIED F1-F3 7,800 - - - 0.3 2,340 2,340 F4 1,500 - - - 0.3 450 450 (1) PER TABLE 403.3 - FLORIDA BUILDING CODE - MECHANICAL 2007 NOTE: FOR SPACE F1-F3, DIVIDE OUTSIDE AIR BETWEEN THE EXISTING RTUS. BALANCE EACH 5 TON RTU TO 450 CFM OF OUTSIDE AIR. BALANCE THE 6 TON RTU TO 540 CFM OF OUTSIDE AIR. MECHANICAL KEY PLAN NOTES: 0 UNDERCUT DOOR 1" TO ALLOW FOR TRANSFER OF AIR TO BATHROOM. 2O VERIFY THAT THERE IS AN EXISTING SMOKE DUCT DETECTOR IN THE SUPPLY DUCT. IF THE SMOKE DETECTOR IS NOT INSTALLED, REFER TO MECHANICAL GENERAL NOTE # 7. THE GC SHALL BE RESPONSIBLE FOR COORDINATING THE EXACT SCOPE OF WORK REQUIRED BETWEEN THE MECHANICAL SUB AND THE ELECTRICAL SUB PRIOR TO BIDDING. NO CHANGE ORDERS WILL BE APPROVED FOR FAILURE TO VERIFY EXISTING CONDITIONS OR COORDINATE BETWEEN SUBS. O CEILING MOUNTED BATHROOM EXHAUST FAN. COORDINATE EXACT LOCATION OF PENETRATION WITH ARCHITECTURAL PLAN. INSTALL GALVANIZED DUCT WORK DOWN FROM GRAVITY ROOF VENT. SIZE OF DUCT TO MATCH SIZE OF GRAVITY ROOF VENT OPENING. RUN DUCT IN CEILING/JOIST SPACE AND CONNECT TO CEILING MOUNTED EXHAUST FAN PER MANUFACTURERS RECOMMENDATIONS. ® REFER TO SPUTTER DETAIL ON MECHANICAL DETAIL SHEET. INSTALL SPUTTER BELOW UNIT IN CEILING SPACE. CONTRACTOR TO INSTALL AT AN ELEVATION ENSURING THE LEAST AMOUNT OF OFFSETS AND DEVIATIONS IN THE DUCT WORK. �5 RELOCATE EXISTING THERMOSTAT SUPPLIED IN SHELL PROJECT TO LOCATION SHOWN. © SUPPLY AND RETURN DUCT SIZE UP TO THE RTU SHALL BE THE SAME AS THE UNIT OPENING. GRAVITY ROOF VENT SCHEDULE TYPE CFM SERVICE THROAT MANU- MODEL NOTES SIZE FACTURER GRV-1 100 EXHAUST 0.394 COOK PR 8 1,2 NOTES: 1. PROVIDE MANUFACTURER'S ROOF CURB. COORDINATE WITH ROOF TYPE. 2. PROVIDE INSECT SCREEN. AIR DEVICE SCHEDULE TAG MFG./CAT. # TYPE NECK FRAME FINISH NOTES 0-125CFM = 6" RND 12x12 130 -150 CFM = 6" RND A TITUS - TMS-AA CD 160 - 275 CFM = 8" RND BAK. WHT. ENAMEL 1,2,3,4,5 280 - 390 CFM =10" RND 24 x 24 400 - 600 CFM =12" RND B TITUS - 50F RAR 22 x 22 (MAX 1280 CFM) 24 x 24 BAK. WHT. ENAMEL 1,2,4,E C TITUS - 350 FL TG 12 x 12 NIA BAK. WHT. ENAMEL 2,4,6 D TITUS - 300 FL SAR 20 x 6 NIA BAK. WHT. ENAMEL 2,4,5,E DEVICE TYPE LEGEND: CD = CEILING DIFFUSER (SUPPLY) RAR = RETURN AIR REGISTER EAR = EXHAUST AIR REGISTER SAR = SUPPLY AIR REGISTER SAG = SUPPLY AIR GRILLE TG = TRANSFER GRILLE NOTES: 1. PROVIDE CEILING DEVICES WITH PROPER FRAME STYLE TO MATCH CEILING TYPE AS CALLED FOR BY ARCHITECT. 2. DEVICES SHALL BE PROVIDED WITH FACTORY FINISH. 3. CEILING DIFFUSERS SHALL BE 4-WAY THROW UNLESS NOTED OTHERWISE OR SHOWN ON PLANS WITH DIRECTIONAL ARROW(S). 4. IF NECESSARY, PROVIDE TOP HAT FOR GRILLES, REGISTERS AND DIFFUSERS. 5. PROVIDE EQUALIZING GRID (TITUS MODEL EG). FOR DIFFUSERS TAPPED DIRECTLY FROM BOTTOM OF DUCT, PROVIDE OPPOSED BLADE DAMPER (TITUS MODEL D-57). 6. PROVIDE OPPOSED BLADE DAMPER FOR REGISTERS. TYPICAL SEQUENCE OF OPERATION THE A/C UNIT SHALL BE STARTED AND STOPPED FROM A ROOM THERMOSTAT. ON A CALL FOR COOLING, THE THERMOSTAT SHALL ENERGIZE THE COMPRESSOR(S) TO MAINTAIN SET POINT. ON A CALL FOR HEATING, THE THERMOSTAT SHALL ENERGIZE THE ELECTRIC HEAT IN STAGE(S) TO MAINTAIN SET POINT. SUPPLY FAN SHALL RUN CONTINUOUSLY DURING OCCUPIED HOURS. DRAWING INDEX SHEET NUMBER TITLE M101 Mechanical General Information & Floor Plan U M w � U �o dd U w 0 cd C� C C O O �1L_ W cuzCD 0Qi° ^^♦♦ M "WALL w EaQ "LNG w cM F- J v Cn O E E O U 011 LL N o 4-0 Cu m U- Q .-/ 06 o LL_ in 1 J V_ J U- 0 cf) N (1) W U ti ca IL cn coC J_ Lu CU ~ moo= 0 Ora 0 00 a. 1' r. �f U 0 i, ui V a K N P.Y to e a U- s o z 0 0 0 ur W Q a 0 w rn w C? o W O N �i 40 _j gCD W N N w 0 Z m �� w R c N uj Q c N _ CD 0 Li 2 LO a O o c� TENANT BUILD OUT m 101 F-L F-G - EXISTING UTILITY COMPANY TRANSFORMER Fl-28 F1-26 1s �F1-2A AT 48" FF I F1 - 22 F1 -40 O I 14 =C 11 I GFI F1-20 GFI CD1R CD1; 18 CD30 GFI -,^ F O14 /I 14 22 101-6" F1 -30 F1- 80:82:84 1- 32 EXISTING RE: E201 6 TON RTU 19 19 15 7-6 T-0 T- F1-38 O Power Plan Key Notes: O EXISTING J-BOX & EMPTY CONDUIT STUB IN TO REMAIN AS 11 NEW LOCATION FOR NEW 400 AMP TENANT ELECTRICAL IS FOR FUTURE TENANT USE. PANEL (PANEL F1). ROUTE EXISTING 4" CONDUIT STUP UPS 2O EXISTING J-BOX AND EMPTY 314" CONDUIT. EXTEND FROM THE EXISTING LOCATIONS TO THIS POINT UNDER GROUND. REFER TO RISER DIAGRAM ON THIS SHEET. CONDUIT AS NEEDED AND RUN NEW WIRES TO NEW TENANT PANEL VIA TIME CLOCK. 12 EXISTING 4" CONDUIT STUB UP TO BE RELOCATED FOR NEW TENANT ELECTRICAL PANEL. 3O EXISTING RTU TO BE WIRED BACK TO NEW TENANT PANEL. CONTRACTOR SHALL VERIFY THAT THERE IS AN EXISTING 13 NEW LOCATION FOR NEW 200 AMP TENANT ELECTRICAL SMOKE DUCT DETECTOR IN THE SUPPLY DUCT. IF THERE PANEL (PANEL F4). ROUTE EXISTING 4" CONDUIT STUB UP ISN'T, REFER TO NOTE MECHANICAL GENERAL N N C 0 # 7 0 FROM THE EXISTING LOCATION TO THIS POINT UNDER SHEET M101. THE GC SHALL BE RESPONSIBLE FOR GROUND. REFER TO RISER DIAGRAM ON THIS SHEET. COORDINATING THE EXACT SCOPE OF WORK REQUIRED BETWEEN THE MECHANICAL SUB AND THE ELECTRICAL 14 ALL FIRE ALARM EQUIPMENT IS SHOWN FOR REFERENCE SUB PRIOR TO BIDDING. NO CHANGE ORDERS WILL BE PURPOSES ONLY. FIRE ALARM DESIGN DRAWINGS SHALL APPROVED FOR FAILURE TO VERIFY EXISTING BE SUBMITTED BY TENANT BUILDOUT CONTRATOR, SIGNED - CONDITIONS OR COORDINATE BETWEEN SUBS. AND SEALED BY STATE OF FLORIDA LICENSED AND REGISTERED ENGINEER. O EXISTING FACTORY INSTALLED DISCONNECTS. FOR POWER REQUIREMENTS TO RTU'S, RE: M101 AND 15 DEDICATED OUTLET FOR FIXTURE LIGHTS. WIRED TO 6 ELECTRICAL PANEL SCHEDULE ON THIS SHEET. LIGHTING CIRCUIT. RE: E201. O5 EXISTING FACTORY INSTALLED POWERED CONVENIENCE 16 DEDICATED OUTLET. 7 OUTLET. INSTALLATION SHALL BE PER SECTION 210.63 OF THE NEC. COORDINATE WITH MECHANICAL. 17 DEDICATED GFI OUTLET FOR FILTER SYSTEM AT 90" AFF. O EXISTING ELECTRICAL POWER RISER. 18 DEDICATED GFI OUTLETS AT 72" AFF. SWITCH OPERATED. O EXISTING STEP-UP TRANSFORMER. 19 DEDICATED OUTLETS SUSPENDED AT 60" AFF. OUTLETS TO BE MOUNTED TO TOP OF FUTURE FIXTURE BY TENANT. GC ® EXISTING POWER CONDUIT STUB UPS TO BE CUT OFF & TO PROVIDE ADDITIONAL WIRE COILED AT OUTLET, SO IT 6 CAPPED FLUSH WITH NEW FLOOR SLAB. CAN BE INSTALLED IN THE EXACT LOCATION AS NEEDED. O EXISTING COMMUNICATION CONDUIT STUB UPS TO BE CUT 20 DEDICATED OUTLET FOR FIXTURE LIGHTS AT 90" AFF TO OFF & CAPPED FLUSH WITH NEW FLOOR SLAB. TOP OF J-BOX. WIRE TO LIGHTING CIRCUIT. RE: E201. 10 EXISTING TELEPHONE CONDUIT STUB IN TO REMAIN AS IS. 21 DEDICATED OUTLET IN POWER POLE FOR FUTURE CASH - NO TELEPHONE TERMINAL BOARD OR RECEPTACLE REGISTERS. ADDED. THE TENANT SHALL BE RESPONSIBLE FOR PULLING THE COMMUNICATION CABLE FROM THE 22 CONVENIENCE RECEPTACLES SPACED EVENLY BETWEEN EXISTING TELEPHONE TERMINAL CABINET TO THE SPACE THE DEDICATED OUTLETS AT 2V MAX SPACING. AND FOR PROVIDING THE TELEPHONE TERMINAL BOARD AS PART OF THE FUTURE TENANT WORK. 22 O F1- 36 8 9 O F1 - 74:76:78 F1 - 79:81:83 F1- 73:75:77 O O O O O O 22 O O O EXISTING EXISTING EXISTING 5 TON RTU 5 TON RTU 5 TON RTU F1 - 67:69:71 O O � O3 22 EXISTING 5 TON RTU FIRE RATED WALL. RE: ARCHITECTURAL SHEET A101 RE: E201 22 21 Z1 1 T-6" 8'-0" - -- - - - - -1 F1 -34 N N F1-4 F1- 6 F1- 8 14 F1-10 F1 -12 F1-14 F1 -16 F1-18 i 22 F CD I5 \ - 8 g 13 12 10 GFI � I CD30 14 I 14 22 F4-10 F4-8 GFI - T F4 -12 REEPTA RECEPTACLES AT 48" AFF F4 - 38:40.42 O O O EXISTING 5 TON RTU CD30 b F1-2 F4-6__-___ F4-4 O SW 0 SW SW F SW SW SW SW 0 SW O J -01Q O- F4-2 SW - -I it F-1 F-2 EXISTING SECONDARY F-3 F-4 Electrical Power Plan Scale 1/8"=1'-V F-6 EXISTING 12" X 12" WP WIREWAY WITH KEY TAPS EXISTING 1200 AMP Q 0 0 DISCONNECT 3P/4W 120 1208 V NEMA 3R EXISTING 200 AMP EXISTING EXISTING DIS- 200 AMP 200 AMP CONNECT DIS- DIS- (FUSED) CONNECT CONNECT 200 .3. 200 2 8 a 3� EXISTING 400 AMP DISCONNECT EXISTING HOUSE PANEL HPF1 120 / 208 EXISTING 75 KVA STEP UP TRANSFORMER EXISTING CT EXISTING CABINET HOUSE PANEL HPF2 277 / 480 EXISTING 400 AMP DISCONNECT (FUSED) 400 .3. 400 10 11 NEMA 3R ENCLOSURE MANUFACTURER SQUARE Q $a MAIN BREAKER: MAIN LUGS: 40QA K.A,I,C.: 65 MOUNTED. SURFACE NAME: PANIEL 71' 3 PHASE 4 WIRE PROJECT NAME: ZEPHYR COMMONS 1,201208 VOLTS PROJECT NUMBER: 206315 FED FROM: EXSTING WIREWAY QUM■ 3 �i...91M 22 ® gym© f. i t •- • - •i �■ _ no .. MM P ,� ©m v �2_0 ili�F,-�il4,��5i"��r= ® �1 ®- �°,��" ^&©II✓ �.■ ■■�■I„�''� �__ �a pr■1111111 ®� �i 9�`�"'im'4x..,�'..y �'-,�:•�.' .a���yyl�.}Fa�jll�f�!{fflYY -�r�, ■ Sol INE IS ■_1 6 �■,p .1 __ ` . o[3p ®■ min a 13 ME ■�■owl ANNE SEE ■®SEE i��h4'EIE'©■ ■ .■'©� N. MENEM ME lam ■ MINES* 18" u g:7 vo IN EMS ■ice: I swim un a ■■ ..... mall H Will �i r� .I TOTAL KVA PHASE A: 3T86 TOTAL KVA PHASE B: 36.43 -- TOTAL KVA PHASE C: 38.80 LIGHTING (L, RECEPTACLES (R AIC HEATING (H, AJC COOLING (C; KITCHEN EQUIPENT (K LARGEST MOTOR (M OTHER (O', ;D CIRCUIT BREAKER MANUFACTURER: SQUARE Q O' MAIN BREAKER: MAIN LUGS: 200A K.A,I,C : 42 MOUNTED. SURFACE TOTAL CONNECTED KVA: 111.09 TOTAL CONNECTED AMPS: 306.38 TOTAL DEMAND KVA: 7T31 TOTAL DEMAND AMPS: 214 59 GENERAL ` SQUARE: FOOT UGi-MNG LOAD: • LIGHTING DEMAND LOAD IS BASED ON THE LARGER OF THE TWO (CONNECTED VS. TABLE 220-3a, NEC 2002.) -LARGER AfC LOAD, 50-07 KVA (TL) LENGTH 0 KVA tCUIT BREAKER 3) VIA TENANT TIME CLOCK 4) NFPA 70-05 240 83(D) COMPLIANT NAME: PANEL'FW 3 PHASE 4 WIRE PROJECT NAME: ZEPHYR COMMONS 1201208 VOLTS PROJECT NUMBER: 206319 FED FROM: EXISTING WIREWAY VA/SF F•' • • ♦ • s •x 0�■O�000 �.L�1� !:i a 4�"' Irt1.� IIrIIpr9tI47'�.6!� ill �I I '_ - � rw�1 UIl1�1�wMl:�l�!�•1r��r "w3/. t�J�I1c7l4�IL:�If[.'7�Li}ci�i�ili�li''1i�no �I Y��Ir �+►� �k _ no _ ■' -' _._ ■_:.x�"wu a ft 1 4.M u u air■���m / It I .W' 4,.u�1 �u M' ._� i -_. gas MEESE ME � 1SEE IBM.�SEE ■■ MISS ■win ' ■ USES MONSOON a ■® ■ �_ MEN■ ■� _i f ■ ®■ 0 low SEEM -- mom■ ■ ■MENy■ ■ ■ ■' �■ Sim IM,FINE ��■ ■� ■' ■ TOTAL KVA PHASE A. 7,83 TOTAL KVA PHASE 8- 7 68 TOTAL KVA PHASE C. 7 66 LIGHTING W RECEPTACLES (R A'C HEATING (H', A/C COOLING (C: KITCHEN EQUIPENT'(K' LARGEST MOTOR M. OTHER (O; :D CIRCUIT BREAKER ME ��NnFMJZM ® 1.1 ' M TOTAL CONNECTED KVA; 23,17 TOTAL CONNECTED AMPS: 64.32 TOTAL DEMAND KVA, 24�72 TOTAL DEMAND AMPS: 68.62 GENERAL SQUARE FOOT: LIGHTING LOAD 'LIGHTING DEMAND LOAD IS BASED ON THE LARGER OF THE TWO (CONNECTED VS. TABLE 220:3a, NEC 2002) *"LARGER AdC LOAD. 13.5 KVA (TL) LENGTH 0 KVA ER: 3) VIA TENANT TIME CLOCK 4) NFPA 70.05 240,83 (D) COMPU NEW 200 AMP RISER KEY NOTES: TENANT 7 PANEL 1. EXISTING (4) # 3/0 & (1) # 310 G, IN EXISTING 2" 9. (2) EXISTING 4" TO 2" REDUCERS. F4 CONDUIT 10. 2 SETS OF NEW (4) # 310 & (1) # 3/0 G, EACH IN 2. NEW (4) # 3/0 & (1) # 6 G, IN EXISTING 2" CONDUIT. EXISTING 2" CONDUIT. 3. EXISTING 4' TO 2" REDUCER. 11. 2 SETS OF NEW (4) # 310 & (1) # 3 G, EACH IN EXISTING 2" CONDUIT. 4. NEW (4) # 3/0 & (1) # 6 G, IN EXISTING 4' CONDUIT. 12. 2SETS OFNEW (4)#3/0&(1)#3G,EACH IN 6 5. NEW 4" TO 2" REDUCER AT THE TOP OF THE EXISTING 4" CONDUIT. O EXISTING CONDUIT STUB IN. 13. (2) NEW 4- TO 2- REDUCERS. 6. NEW (4) # 3/0 & (1) # 6 G, IN NEW 2" CONDUIT. 14. 2 SETS OF NEW (4) # 3/0 & (1) # 3 G, EACH IN NEW 2" 7. 7-DAY, 4 CIRCUIT PROGRAMMABLE TIME CLOCK. CONDUIT. 8. 2 SETS OF NEW (4) # 3/0 & (1) # 3/0 G, EACH IN ALL WIRING SHALL BE COPPER ONLY. EXISTING 4" CONDUIT. VAISF � � v ;MM4 '""'00 a v 00 1 en w� 0 0 u w to U O U� w o, CIS r--i U U O 0 `/ LLI �Zv VaCD . n�' Cf) W 8 L- W � < Q "LNG W M F- J U cn 0 E E C) U L 0_1 LL No �--• cum u_ Q 0 M LL CO r LL 0 c N aAD a) N 1 w cu ad LL C/A/AW 1_ C }� J w cucLu � LIJ �N a _ca L a) 3 O Cu "L w V J F- W W w w x U) 0 a C N Z �j V W �w Q F 2 O S2 I O Q w LL w a o CD Lu M o W d N ;� i J CD W N N Lw 0 � _rn cs z -pk 0w O N Lu Cj CD W O x a o o U TENANT BUILD OUT E101 EXISTING GROUND Building Power Riser Diagram SCALE: NTS F-L — F-H — s__ F-D F1 -15 RE: E101 B B F1-1 NL B EM F1-1 EM NL 1 B ao II I O O F-1 F-2 F-3 NL X B V, EM B B F1-11 B B 3 F1 -1 EM EM B B O I F-4 1 Electrical Lighting Plan Scale 1/8"=1'-0" B NL B B B B B B Lighting Plan Key Notes: O EXISTING DECORATIVE SCONCE FIXTURES SHALL REMAIN WIRED AS IS TO THE EXISTING HOUSE PANEL. O EXISTING UNDER CANOPY LIGHT FIXTURES SHALL REMAIN WIRED AS IS TO THE EXISTING HOUSE PANEL. O3 EXISTING REAR WALL MOUNTED LIGHT SHALL BE WIRED TO THE NEW TENANT PANEL VIA A NEW LIGHT SWITCH. 4O EXISTING REAR WALL MOUNTED LIGHT SHALL BE RELOCATED TO 2' TO THE SIDE OF THE NEW DOOR AND WIRED TO THE NEW TENANT PANEL VIA A NEW LIGHT SWITCH. O EXISTING REAR WALL MOUNTED FIXTURE WITH CONDUIT STUB IN ONLY TO REMAIN AS IS. Exit & Emergency Lighting Notes: 1. THE EXISTING BUILDING HAS SEVERAL EXIT AND EMERGENCY LIGHT FIXTURES THAT ARE WIRED TO THE HOUSE PANEL. THE GC SHALL RE -USE THE EXISTING FIXTURES IF POSSIBLE. 2. FOR ANY FIXTURES THAT CAN BE RE -USED, THE GC SHALL MOVE THEM TO THE LOCATIONS SHOWN ON THIS SHEET AND RE -WIRE THEM TO THE NEW TENANT PANELS. ALL WIRE AND CONDUIT THAT IS NO LONGER USED SHALL BE REMOVED ALL THE WAY BACK TO THE HOUSE PANEL. 3. FOR ANY FIXTURES THAT CAN'T BE RE -USED, THE GC SHALL REMOVE THE FIXTURE, CONDUIT, AND WIRE ALL THE WAY BACK TO THE HOUSE PANEL. 4. THE GC SHALL CONFIRM THE EXTENT OF EXISTING FIXTURES AND WHETHER OR NOT THEY CAN BE RE -USED PRIOR TO ISSUING BIDS. a osm, :ll B FIRE RATED WALL. y- RE: ARCHITECTURAL SHEET A101 B B RE: E101, I I I B B 31 EM B B % B NL / B 'A k A k 0 A k ,o� F4-1 O O ELECTRICAL LEGEND MOUNTING HEIGHTS SHOWN ARE MAXIMUM/MINIMUM NOT ALL DEVICES SHOWN IN LEGEND ARE REQUIRED. HANDICAPPED ACCESSIBILITY STANDARDS - THEY SHALL REVIEW POWER & LIGHTING PLANS AND DETAILS FOR NOT BE ALTERED WITHOUT WRITTEN AUTHORIZATION. ITEMS WHICH APPLY TO THIS PROJECT. A®a A®a FLUORESCENT LIGHT FIXTURE, LETTER INDICATES TYPE. SEE FIXTURE - SCHEDULE. LOWER CASE LETTER INDICATES SWITCH (IF USED) AD- ~-4a FLUORESCENT STRIP LIGHT, LETTER INDICATES TYPE. SEE FIXTURE CAT-V CABLE OUTLET. MOUNT BOX @ 18' A.F.F. U.O.N. SCHEDULE. LOWER CASE LETTER INDICATES SWITCH (IF USED) OR O SURFACE MOUNTED LIGHT, LETTER INDICATES TYPE. SEE FIXTURE SCHEDULE. LOWER CASE LETTER INDICATES SWITCH (IF USED) Lo DISCONNECT SWITCH O B . -0' B INCANDESCENT OR HID LIGHT FIXTURE, LETTER INDICATES TYPE 1 �� /60 DISCONNECT DESIGNATION (SIZE/POLES/FUSE)'NF" INDICATES SEE LIGHT FIXTURE SCHEDULE TO CONFIRM TYPE AND MOUNTING. NON -FUSED; "DE" INDICATES DUAL ELEMENT FUSES. 4 C - Q C WALL BRACKET LIGHT FIXTURE, LETTER INDICATES TYPE SEE MOTOR PERMANENTLY CONNECTED WITH FLEXIBLE CONDUIT LIGHT FIXTURE SCHEDULE TO CONFIRM TYPE AND MOUNTING. EF (HORSEPOWER OR EQUIPMENT INDICATED) a NL NIGHT LIGHT FIXTURE (NL) THERMOSTAT. PROVIDE SINGLE GANG BOX WITH 1/2" C. STUBBED ® X EXIT LIGHT (SHADE AREA INDICATES DIRECTION) LETTER INDICATES TYPE O INTO CEILING SPACE, MOUNT 60" A.F.F. U.O.N. (COORDINATE WITH SEE LIGHT FIXTURE SCHEDULE TO CONFIRM TYPE AND MOUNTING. MECHANICAL DRAWINGS PRIOR TO ROUGH -IN) BATTERY POWERED EMERGENCY LIGHT TELEPHONE WALL OUTLET, PROVIDE SINGLE GANG BOX WITH 3/4' CONDUIT WITH PULL WIRE AND INSULATING BUSHING STUBBED INTO TRACK LIGHTING AND TRACK. FOR INFORMATION ON TRACK SEE CEILING SPACE. MOUNT BOX 18" A.F.F. U.O.N. LIGHT FIXTURE SCHEDULE TO CONFIRM TYPE AND MOUNTING. m WALL WASHER FIXTURE. (SHADE AREA INDICATES DIRECTION) SEE v COMPUTER OUTLET. MOUNT BOX @ 18" A.F.F. U.O.N. LIGHT FIXTURE SCHEDULE TO CONFIRM TYPE AND MOUNTING. SINGLE POLE SWITCH, LOWER CASE LETTER INDICATES LIGHTS CONTROLLED. LETTER NOT SHOWN IF SELF EVIDENT. MOUNT O CEILING SPEAKERS MTD. AND WIRED PER AEI MUSIC NETWORK, a INC. (800-274-9298) 48" A.F.F. U.O.N. F SINGLE POLE SWITCH. FAN CONTROLLER, MOUNT48" A.F.F. U.O.N. OD CEILING MTD. SENSOR DEVICE 3 3-WAY SWITCH, FOR CONTROLLING LIGHTS FROM TWO DIFFERENT POINTS. �F FIRE ALARM PULL STATION: EDWARDS #SIGM270 ® TWO GANG FLOOR OUTLET BOX. ONE QUADPLEX ISOLATED GROUND RECEPTACLE AND ONE COMPUTER OUTLET. 0. WIREMOLD-WALKER INFLOOR SYSTEMS. RC4 FLUSH QUAD POKE MF HORN/STROBE: EDWARDS #692-5/-HSW THRU SERIES WITH FOUR MULTIMEDIA COMMUNICATION LOCATIONS Q� WIREMOLD WALLSOURCE MULTIPLE SERVICE BOX. O2 SMOKE DETECTOR: EDWARDS #ISIGA-PS O QUADPLEX FLOOR RECEPTACLE OUTLET. OHEAT DETECTOR: EDWARDS #SIGMHRS QUADPLEX RECEPTACLE OUTLET. QUADPLEX RECEPTACLE OUTLET MOUNTED ABOVE COUNTER TOP U.O.N. FACP PANEL: SIEMEN CYRBURUS MODEL #PXL O DUPLEX FLOOR RECEPTACLE OUTLET. DUPLEX RECEPTACLE, MOUNT 18' AFF LION EF BATH ROOM FAN LIGHT (BROAN S15OL) & DUPLEX RECEPTACLE MOUNTED ABOVE COUNTER HEIGHT U.O.N. GROUND FAULT INTERRUPTER RECEPTACLE, LEVITON #6898-I, MOUNT �GFI ABOVE COUNTER HEIGHT U.O.N. I.G. & DUPLEX RECEPTACLE, ISOLATED GROUND TYPE, LEVITON #5362-IGI MOUNTED ABOVE COUNTER HEIGHT. U.O.N. ABBREVIATIONS G. DUPLEX RECEPTACLE, ISOLATED GROUND TYPE, LEVITON #5362-IGI ACC-CU CONDENSING UNIT NF NON -FUSED �I MOUNT AT 18" AFF LION AFF ABOVE FINISH FLOOR NIC NOT IN CONTRACT � DUPLEX RECEPTACLE, MOUNTED ABOVE STOREFRONT WINDOWS AFG ABOVE FINISH GRADE NL NIGHT LIGHT AIH-AHU AIR HANDLING UNIT NTS NOT TO SCALE SINGLE RECEPTACLE, MOUNTED AT HEIGHT NOTED ON PLANS CIT CURRENT TRANSFORMER OS OCCUPANCY SENSORS ® SPECIAL PURPOSE RECEPTACLE OUTLET DE DUAL ELEMENT FUSE PC PULL CHAIN EC EMPTY CONDUIT RTU ROOF TOP UNIT OJ JUNCTION BOX (FLUSH MOUNT IN FINISHED AREAS U.O.N.) E/F-EF EXHAUST FAN TTB TELEPHONE TERMINAL BOARD )♦ LIGHTING, POWER, FACP PANELBOARD OR TELE. TERM. CABINET. EG EQUIPMENT GROUND TTC TELEPHONE TERMINAL CABINET EM EMERGENCY LIGHT TYP TYPICAL MSB/MDP MAIN SWITCHBOARD OR MAIN DISTRIBUTION PANEL EWC ELECTRIC WATER COOLER LION UNLESS OTHERWISE NOTED CONDUIT CONCEALED IN WALL, BELOW SLAB, OR ABOVE CEILING. EWH ELECTRIC WATER HEATER VTC VIA TIME CLOCK EX EXISTING DEVICE TO REMAIN WP WEATHERPROOF CONDUIT EXPOSED ON WALL OR CEILING. FACP FIRE ALARM CONTROL PANEL X EXIT LIGHT GFI GROUND FAULT INTERRUPTER FLEXIBLE CONDUIT NOT TO EXCEED 6 FEET IN LENGTH IG ISOLATED GROUND A-1,3 CONDUIT RUN CONCEALED IN WALLS BELOW SLAB, OR CEILING SPACES. LB LOCK BREAKER ARROWS INDICATE HOMERUN. SMALL HASHMARKS INDICATE NUMBER OF HOT CONDUCTORS, AND LARGE HASHMARK INDICATES NEUTRAL. SUBSCRIPT INDICATES PANEL AND CIRCUIT NUMBERS. GROUND CONDUCTOR REQUIRED IN ALL CONDUITS BUT NOT INDICATED. A-37:39:41 SUBSCRIPT INDICATES PANEL -AND NUMBERS WITH COLONS NOTE: MOUNTING HEIGHTS NOTED ARE TO BOTTOM OF DEVICE SHOWN LION INDICATE 2 OR 3 POLE CIRCUITS. Light Fixture Schedule TYPE MANUFACTURER CATALOG NO. VOLT LAMPS MOUNTING & OPTION NOTE A DAYBRITE 2TG8-3-32-01-UNV 1/3-EB 120 (3) 32W T8 GRID MOUNTED 1-3,5.6 B DAYBRITE IA-2-32-120 (IT LONG) 120 (4) 32W T8 SUSPENDED AT 12'-0" AFF 1-3,5.6 C NITE BRITES WCR-050-M-MT 120 - EXISTING TO REMAIN EM BEGHELLI XLP-S1 120 - WALL MTD AT 9'-0"AFF 2 & 4 X BEGHELLI VA4-R-SA 120 LED (INCLUDED) UNIVERSAL 2 & 4 ALTERNATE FIXTURES MAY BE COOPER, LITHONIA, GENLYTE, HUBBELL, OR THOMAS. FIXTURE SUBSTITUTIONS MUST BE APPROVED BY OWNER BEFORE THEY ARE SUBMITTED TO THE ENGINEER. 1. ALL FLUORESCENT LIGHTING FIXTURES SHALL 4. ALL EMERGENCY, EXIT AND NIGHT LIGHT FIXTURES HAVE ENERGY SAVING LAMPS AND ELECTRONIC SHALL BE CONNECTED AHEAD OF LOCAL SWITCHES. BALLASTS. UNLESS OTHERWISE NOTED. 2. PROVIDE NECESSARY MOUNTING HARDWARE 5. ALL ALTERNATE FIXTURES SHALL BE SUBMITTED AND ACCESSORIES FOR ALL FIXTURES. FOR PRIOR APPROVAL, SEE SPECIFICATIONS. 3. PROVIDE .125 MIN. THICK LENSES FOR 6. CONTACT SESCO LIGHTING (407) 629-6100 DAN FLUORESCENT FIXTURES. SCHULMAN Lighting General Notes: 1. VENDOR SHALL VERIFY ALL FIXTURE QUANTITIES. 2. VERIFY FIXTURE LOCATION, SEE REFLECTED CEILING PLAN. 3. MOUNTING HEIGHTS INDICATED ARE TO THE CENTER LINE OF DEVICE OR FIXTURE UNLESS OTHERWISE NOTED. 4. ALL FIXTURES TO BE CENTERED ON 2X4 CEILING GRID U.O.N. 5. ALL FIXTURES TO BE PROVIDED BY, RECEIVED, STORED & INSTALLED BY ELECTRICAL CONTRACTOR. 6. ELECTRICAL CONTRACTOR SHALL SUPPLY 10% ADDITIONAL SPARE OF ALL LAMP TYPES TO BE LEFT AT JOB SITE AT END OF JOB. 7. CIRCUIT BREAKERS USED AS SWITCHES IN 120V AND 277V FLUORESCENT LIGHTING CIRCUITS SHALL BE LISTED AND SHALL BE MARKED SWD OR HID. e r L= � N ` O p to prj Cd N 2'.: �. U-� %h� V O C. 0 0 W cu�25. D VQM M U_ W Em< .C:N2 W ��a J M H U cn O E E O U L C111 a)LL N o Co m LL Q 0 CM U_ m r J U_CD c N a)N U ti cu ad J Co v,�J ��_ W C6 Go boaLU aD 0 �tiN a a _CU J CU U W w W W z 0 0 0 4- . UL U a 0 w Co W E= 0 LU 8 o d N W i CD J W O N N O CA Z �I � �d tO �10� W N Cm W CCDLU U TENANT BUILD OUT E201 s r REFERENCES UTILIZE THE FOLLOWING ABBREVIATIONS AND DEFINITIONS FOR DISCERNMENT WITHIN THE DRAWINGS AND SPECIFICATIONS. NEC NATIONAL ELECTRICAL CODE 2005 OSHA OCCUPATIONAL SAFETY AND HEALTH ACT ANSI AMERICAN NATIONAL STANDARDS INSTITUTE NFPA NATIONAL FIRE PROTECTION ASSOCIATION ASA AMERICAN STANDARDS ASSOCIATION IEEE INSTITUTE OF ELECTRICAL AND ELECTRONICS ENGINEERS NEMA NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION UL UNDERWRITERS' LABORATORIES, INC. IES ILLUMINATING ENGINEERING SOCIETY ICEA INSULATED CABLE ENGINEERS ASSOCIATION ASTM AMERICAN SOCIETY OF TESTING MATERIALS ETL ELECTRICAL TESTING LABORATORIES, INC. CBM CERTIFIED BALLAST MANUFACTURERS EIA ELECTRONIC INDUSTRIES ASSOCIATION FBC FLORIDA BUILDING CODE SECTION 16010 GENERAL PROVISIONS THE INTENT OF THE DRAWINGS AND SPECIFICATIONS IS TO PROVIDE A COMPLETE WORKING SYSTEM READY FOR THE OWNER'S OPERATION. ANY ITEM NOT SPECIFICALLY SHOWN ON THE DRAWINGS OR CALLED FOR IN THE SPEC'S BUT IS NORMALLY REQUIRED TO CONFORM WITH THE INTENT, ARE TO BE CONSIDERED A PART OF THE CONTRACT. THE INTENT OF THESE DRAWINGS IS NOT TO SHOW EVERY MINOR DETAIL OF CONSTRUCTION. THE CONTRACTOR IS EXPECTED TO FURNISH AND INSTALL ALL ELECTRICAL EQUIPMENT AND ITEMS FOR A COMPLETE ELECTRICAL SYSTEM. IF THE CONTRACTOR HAS QUESTIONS, OR IN THEIR OPINION FINDS OMISSIONS OR ERRORS ON THE ELECTRICAL DRAWINGS, IT IS THEIR RESPONSIBILITY TO BRING IT TO THE ATTENTION OF THE ELECTRICAL ENGINEER/ARCHITECT IMMEDIATELY. IF CONTRACTOR PROCEEDS WITH ANY CHANGES TO THE CONTRACT DOCUMENTS WITHOUT WRITTEN PRIOR APPROVAL FROM THE ELECTRICAL ENGINEER/ARCHITECT THE CONTRACTOR WILL NOT BE COMPENSATED. ALL MATERIALS USED SHALL BE USTED AND LABELED PROVIDED A STANDARD HAS BEEN ESTABUSHED FOR THE MATERIAL BEING USED. INSTALLATION OF EQUIPMENT AND MATERIALS SHALL CONFORM WITH THE LATEST EDITIONS (UON) OF THE LOCAL CODES AND ORDINANCES OF THE BUILDING DEPARTMENT, THE SERVING UTILITY COMPANIES, NFPA, NATIONAL ELECTRIC CODES AND ORDINANCES, INCLUDING ALL AMENDMENTS TO THE NEC EQUIPMENT, AND WHERE APPLICABLE, SHALL BE USTED AND LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY (NRTL). THE WORKMANSHIP AND QUAUTY ESTABUSHED BY THESE DRAWINGS AND SPECIFICATIONS SHALL NOT BE REDUCED BY THE ABOVE MENTIONED CODES. ALL EQUIPMENT SHALL BE EQUAL TO OR EXCEED THE MINIMUM REQUIREMENTS OF NEMA, IEEE, AND UL SHOULD ANY CHANGE TO THE DRAWINGS OR SPECIFICATIONS BE REQUIRED TO COMPLY WITH GOVERNMENTAL REGULATIONS, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT/ENGINEER PRIOR TO ANY SUCH WORK BEING EXECUTED. ALL LOCAL FEES, PERMITS, AND REQUIRED INSURANCE FOR PROTECTION AGAINST PUBLIC LIABILITY OF PROPERTY DAMAGE OR THE DURATION OF THE WORK, AND SERVICES OF INSPECTION AND TESTING AUTHORITIES SHALL BE OBTAINED AND PAID FOR BY THE CONTRACTOR. THE CONTRACTOR SHALL INCLUDE IN HIS BID ANY COSTS TO BE INCURRED RELATIVE TO POWER SERVICE (PRIMARY AND/OR SECONDARY) AND TELEPHONE SERVICE. CONTRACTOR SHALL COOPERATE FULLY WITH THE LOCAL COMPANIES WITH RESPECT TO THEIR SERVICES. BIDDERS ARE TO SATISFY THEMSELVES AS TO THE NATURE AND SCOPE OF WORK BY VISITING THE SITE AND FAMILIARIZE THEMSELVES WITH THE EXISTING CONDITIONS. THE SUBMISSION OF A BID WILL BE EVIDENCE THAT SUCH AN EXAMINATION HAS BEEN MADE. LATER CLAIMS FOR LABOR, EQUIPMENT, OR MATERIALS REQUIRED, OR FOR DIFFICULTIES ENCOUNTERED WHICH COULD HAVE BEEN FORESEEN BY AN EXAMINATION OF THE SITE PRIOR TO THE BID WILL NOT BE ALLOWED. ALL WORK TO BE PERFORMED IN A FIRST CLASS WORKMANLIKE MANNER, AND BE INSTALLED BY A LICENSED ELECTRICAL CONTRACTOR. CERTAIN MATERIALS WILL BE PROVIDED BY OTHER TRADES. EXAMINE THE CONTRACT DOCUMENTS TO ASCERTAIN THESE REQUIREMENTS. CAREFULLY CHECK SPACE REQUIREMENTS WITH OTHER TRADES AND THE PHYSICAL CONFINES OF THE AREA TO INSURE THAT ALL MATERIAL CAN BE INSTALLED IN THE SPACES ALLOTTED THERETO INCLUDING FINISHED SUSPENDED CEILINGS. MAKE MODIFICATIONS THERETO AS REQUIRED AND APPROVED. TRANSMIT TO OTHER TRADES ALL INFORMATION REQUIRED FOR WORK TO BE PROVIDED UNDER THE HA ORDER THEIR RESPECTIVE SECTIONS IN AMPLE TIME FOR INSTALLATION.E SHALL THE PROGRESS OF HIS WORK TO CONFORM TO THE PROGRESS OF THE WORK OF THE OTHER TRADES AND SHALL COMPLETE THE ENTIRE INSTALLATION AS SOON AS THE CONDITIONS OF THE BUILDING WILL PERMIT. ANY COST RESULTING FROM THE DEFECTIVE OF ILL-TIMED WORK PERFORMED UNDER THIS SECTION SHALL BE BORNE BY THE CONTRACTOR. ANY CORRECTIONS OF DEFECTS TO BE COMPLETED BY CONTRACTOR WITHOUT ADDITIONAL CHARGE AND TO INCLUDE REPLACEMENT OR REPAIR OF ANY OTHER PHASE OF THE INSTALLATION WHICH MAY HAVE BEEN DAMAGED THEREBY. THE CONTRACTOR SHALL BE TOTALLY RESPONSIBLE FOR THE SHIPPING AND STORING OF ALL PRODUCTS AND MATERIALS IN A MANNER THAT WILL PROTECT THEM FROM DAMAGE AND WEATHER. IF ITEMS ARE DAMAGED, TAKE IMMEDIATE STEPS TO OBTAIN REPLACEMENT OR REPAIR. ANY SUCH REPAIRS SHALL BE SUBJECT TO REVIEW AND ACCEPTANCE OF THE ARCHITECT/ENGINEER. CONTRACTOR SHALL STORE MATERIALS IN SUITABLE SHELTER FROM THE ELEMENTS, BUT READILY ACCESSIBLY FOR INSPECTION BY THE ARCHITECT/ENGINEER UNTIL INSTALLED. STORE ALL ITEMS SUBJECT TO MOISTURE DAMAGE IN DRY, HEATED SPACES. PROVIDE SUPPORTS, HANGERS AND AUXILIARY STRUCTURAL MEMBERS REQUIRED FOR SUPPORT OF THE WORK. FURNISH AND SET ALL SLEEVES FOR PASSAGE OF RACEWAYS THROUGH STRUCTURAL. MASONRY AND CONCRETE WALLS OF FLOORS AND ELSEWHERE AS WILL BE REQUIRED FOR THE PROPER PROTECTION OF EACH RACEWAY PASSING THROUGH BUILDING SURFACES. iF WALL MOUNTED EQUIPMENT IS TO BE SECURED TO WALLS THE USE OF STEEL BOLTS ARE TO BE USED TO MAINTAIN AT LEAST 1" AIR SPACE BETWEEN EQUIPMENT AND SUPPORTING WALL GROUPS OF EQUIPMENT MAY BE MOUNTED ON ADEQUATELY SIZED STEEL ANGLES, CHANNELS, OR BARS. PREFABRICATED STEEL CHANNELS PROVIDING A HIGH DEGREE OF MOUNTING FLEXIBILITY, SUCH AS THOSE MANUFACTURED BY GLOB-STRUTT, KINDORF, AND UNISTRUT, MAY BE USED FOR MOUNTING GROUPS OF EQUIPMENT. AN ACCURATE RECORD OF ALL DEVIATIONS SHALL BE KEPT AS TO THE WORK SHOWN ON THE DRAWINGS AND THAT WHICH IS ACTUALLY INSTALLED SO THAT A SET OF AS BUILT DRAWINGS CAN BE MADE BY CONTRACTOR, WERE UPON COMPLETION AND ACCEPTANCE OF THE PROJECT BY THE OWNER, A NEAT AND LEGIBLE SET OF PRINTS CAN BE DELIVERED. THE CONTRACTOR SHALL GUARANTEE ALL MATERIAL AND WORKMANSHIP FOR A PERIOD OF ONE (1) YEAR FROM DATE 0F FINAL ACCEPTANCE BY THE OWNER, EXCEPT THAT WHERE GUARANTEES OR WARRANTIES FOR LONGER TERMS ARE SPECIFIED. WITHIN 24 HOURS AFTER NOTIFICATION, CORRECT ANY DEFICIENCIES THAT OCCUR DURING THE GUARANTEE PERIOD AT NO ADDITIONAL COST TO THE OWNER, ALL TO THE SATISFACTION OF THE OWNER. OBTAIN SIMILAR GUARANTEES FROM SUBCONTRACTORS, MANUFACTURERS, SUPPLIERS AND SUBTRADE SPECIALISTS. THE ELECTRICAL CONTRACTOR SHALL COORDINATE AT THE SITE PRIOR TO CONSTRUCTION WITH THE LOCAL POWER COMPANY TO RELATE WORK WITH THE UTILITY COMPANY'S RESPONSIBILITIES TO MEET THE OWNERS SCHEDULE. CONTRACTOR SHALL PROVIDE SUBMITTALS FOR SUBSTITUTION OF MATERIALS OR EQUIPMENT SUCH AS SITE LIGHTING, LIGHT FIXTURES, SWITCHGEAR, WIRING DEVICES, EMERGENCY GENERATOR/TRANSFER EQUIPMENT, AND ALL SYSTEMS (FIRE ALARM, SECURITY ETC.) TEN (10) DAYS PRIOR TO BID DATE (TWO COPIES) FOR ENGINEER'S APPROVAL TO SUBMIT. ENGINEER'S APPROVAL OF THE PRIOR APPROVAL PACKAGE WILL BE CONSIDERED PRELIMINARY. FINAL APPROVAL WILL BE CONTINGENT UPON REVIEW OF FINAL SHOP DRAWINGS. ALL PROPOSED ALTERNATES MUST BE INDUSTRY STANDARD EQUALS TO THE ITEMS SPECIFIED AS THE BASIS OF DESIGN; HOWEVER, IF THE ITEMS ARE NOT CONSIDERED EQUAL BY THE ENGINEER, IT SHALL BE DISAPPROVED FOR FINAL SUBMITTAL IF ELECTRICAL CONTRACTOR/GENERAL CONTRACTOR DOES NOT SUBMIT SHOP DRAWINGS TO THE ELECTRICAL ENGINEER FOR ITEMS LISTED ABOVE, ELECTRICAL ENGINEER WILL NOT BE RESPONSIBLE FOR ANY, AND OR OMISSIONS OR ERRORS DUE TO SHOP DRAWINGS NOT SUBMITTED. SITE FIXTURES SHALL INCLUDE A COMPUTER GENERATED POINT-TO-POINT PHOTOMETRIC CALCULATION BASED ON THE PLANS (FIXTURE CHARACTERISTICS AND POLE PLACEMENT SHALL NOT BE ALTERED). THIS DIAGRAM SHALL SHOW COMPOSITE VALUES OF THE ILLUMINANCE PROJECTED FROM THE ARRANGEMENT OF LIGHT SOURCES AS SHOWN ON PLAN. COMPUTER PLOT DIAGRAM SHALL ALSO SHOW THE LOCATIONS OF THE POLES, SPACING BETWEEN POLES, THE MOUNTING HEIGHT USED IN THE CALCULATIONS, AND THE FIXTURE CATALOG NUMBER BEING USED. A COMPLETE SET OF CONTRACT DRAWINGS SHALL BE MAINTAINED AT THE JOB SITE WITH COLORED MARKINGS INDICATING PROGRESS OR WORK. THIS SET OF CONTRACT DRAWINGS IS TO BE SEPARATE FROM AND IN ADDITION TO CONTRACTOR'S CONSTRUCTION SET. EVERY UNIT OF EQUIPMENT, DEVICE, CONDUIT AND WIRE IS TO BE MARKED WHEN INSTALLED. USE GREEN TO INDICATE INSTALLATION AS SHOWN ON DRAWINGS AND USE RED TO INDICATED FIELD CHANGES. UPON COMPLETION OF WORK, THIS SET OF CONTRACT DRAWINGS IS TO BE TURNED OVER TO, AND BECOME PROPERTY OF THE ARCHITECT/ENGINEER. THE OWNER RESERVES THE RIGHT TO REVISE THE DRAWINGS FROM TIME TO TIME TO INDICATE CHANGES IN I THE HA VALUATE THE WORK. WHEN REVISED DRAWINGS AND/OR ANY REVISIONS ARE ISSUED, E S LL E THE CHANGES PROMPTLY. BEFORE INSTALLATION OF ANY ITEM OR PERFORMANCE OF THE WORK INDICATED BY THE REVISED DRAWING OR REVISIONS, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT/ENGINEER IN WRITING THAT THE REVISED DRAWINGS INVOLVE AN ADDITION OR DEDUCTION OF A SPECIFIC AMOUNT OF MONEY TO THE CONTRACT PRICE. THE CONTRACTOR SHALL NOT PROCEED WITH THE REVISED WORK WITHOUT PRIOR WRITTEN APPROVAL BY THE ARCHITECT/ENGINEER/OWNER OF THE COST OF THE REVISED WORK. ALL LOAD DATA HAS BEEN BASED ON INFORMATION GIVEN ENGINEER/ARCHITECT AT THE TIME OF DESIGN. VERIFY ALL EQUIPMENT NAMEPLATE RATINGS BEFORE ORDERING. FURNISH AND INSTALL DISCONNECT SWITCHES, WIRING AND CONNECTIONS ON AIR CONDITIONING SYSTEMS AS SHOWN ON PLANS. ELECTRICAL CONTRACTOR SHALL VERIFY AND COORDINATE WITH MECHANICAL CONTRACTOR REGARDING SUPPLY AND INSTALLATION OF ALL REQUIRED CONTROLS. SECTION 16110 RACEWAYS AND BOXES STANDARDS EXCEPT AS MODIFIED BY GOVERNING CODES AND BY THE CONTRACT DOCUMENTS, COMPLY WITH THE LATEST APPLICABLE PROVISIONS AND LATEST RECOMMENDATIONS OF THE FOLLOWING: 1. RIGID STEEL CONDUIT a) U.L. STANDARD UL-6 b A.N.S.I. C80-i c) FEDERAL SPECIFICATION WW-C-581E 2. INTERMEDIATE METALLIC CONDUIT a) U.L. STANDARD UL-1242 b) FEDERAL SPECIFICATION WW-C-581E 3. ELECTRICAL METALLIC TUBING a) U.L STANDARD UL-797] b) A.N.S.I. C80-3 c) FEDERAL SPECIFICATION WW-C-563 4. FLEXIBLE STEEL CONDUIT a) U.L. STANDARD UL-1 5. LIQUID TIGHT FLEXIBLE CONDUIT a) U.L STANDARD UL-360 6. NON-METAWC CONDUIT a) U.L. STANDARD UL-651 b A.N.S.I. STANDARD F512 c N.E.M.A. STANDARD TC-2 d FEDERAL SPECIFICATIONS GSA-FSS AND W-C-1094-A 7. WIREWAYS AND AUXILIARY GUTTERS a) U.L. STANDARD UL-870 DO NOT USE ALUMINUM CONDUIT FOR ANY PURPOSES. SPECIFICATIONS HAVE BEEN WRITTEN WITH THE INTENT OF VARIOUS EQUIPMENT BEING INSTALLED. NOT ALL EQUIPMENT MAY BE REQUIRED ON THIS PROJECT. REVIEW POWER, LIGHTING PLANS AND DETAILS FOR ITEMS AND/OR EQUIPMENT THAT WILL APPLY TO THIS PROJECT. RACEWAY TYPES STANDARD THREADED RIGID STEEL CONDUIT. 1. RIGID CONDUIT HEAVY WALL GALVANIZED. 2. THREADED TYPE FITTINGS: ERICKSON COUPLINGS WHERE THREADED CANNOT BE USED. INTERMEDIATE METALLIC CONDUIT 1. LIGHT WEIGHT RIGID STEEL CONDUIT. 2. THREADED TYPE FITTINGS: ERICKSON COUPLINGS WHERE THREADED CANNOT BE USED. ELECTRICAL METALLIC TUBING 1. CONTINUOUS, SEAMLESS TUBING, GALVANIZED OR SHERADIZED ON THE EXTERIOR, COATED ON THE INTERIOR WITH A SMOOTH HARD FINISH OF LACQUER, VARNISH, OR ENAMEL 2. COUPLINGS AND CONNECTORS: a INDOOR AND TWO (2") INCHES IN SIZE AND SMALLER, SHALL BE STEEL SET -SCREW TYPE FITTINGS. b 2 1/2" SIZE AND LARGER MUST EMPLOY STEEL COMPRESSION GLAND FITTINGS. c� OUTDOOR SHALL BE RAINTIGHT STEEL COMPRESSION GLAND FITTINGS. 3. INDENT TYPE FITTINGS SHALL NOT BE USED. 4. ALL CONNECTORS SHALL HAVE INSULATED THROAT. 5. WHERE INSTALLED IN SLAB OR CONCRETE WORK, PROVIDE APPROVED CONCRETE TIGHT FITTINGS. FLEXIBLE STEEL CONDUIT 1. SINGLE STRIP, CONTINUOUS, FLEXIBLE INTERLOCKED, DOUBLE -WRAPPED STEEL, GALVANIZED INSIDE AND OUTSIDE, FORMING SMOOTH INTERNAL WIRING CHANNEL. 2. MAXIMUM LENGTH: (SIX 6) FEET. 3. EACH SECTION OF RACEWAY MUST CONTAIN AN EQUIPMENT GROUNDING WIRE BONDED AT EACH END AND SIZED AS REQUIRED. PROVIDE CONNECTORS WITH INSULATING BUSHINGS. 4. STEEL SQUEEZE -TYPE OR STEEL SET SCREW TYPE FITTINGS. LIQUID TIGHT FLEXIBLE ELECTRICAL CONDUIT 1. SAME AS FLEXIBLE STEEL CONDUIT EXCEPT WITH TOUGH, INSERT WATER -TIGHT PLASTIC OUTER JACKET. 2. CAST MALLEABLE IRON BODY AND GLAND NUT, CADMIUM PLATED WITH ONE-PIECE BRASS GROUNDING BUSHINGS WHICH TREAD TO INTERIOR OF CONDUIT. SPIRAL MOLDED VINYL SEALING RING BETWEEN GLAND NUT AND BUSHING AND NYLON INSULATED THROAT. NON-MATAWC RACEWAY 1. COMPOSED OF POLYVINYL CHLORIDE SUITABLE FOR 90 DEGREES C. 2. RACEWAY, FITTINGS, AND CEMENT MUST BE PRODUCED BY THE SAME MANUFACTURER WHO MUST HAVE HAD A MINIMUM OF TEN (10) YEARS EXPERIENCE IN MANUFACTURING THE PRODUCTS 3. MATERIALS MUST HAVE A TENSILE STRENGTH OF 7,000-7,200 PSI AT 73.4 DEGREES F., FLEXURAL STRENGTH OF 12,000 PSI AND COMPRESSIVE STRENGTH OF 9,000 PSI. 4. ALL JOINTS SHALL BE SOLVENT CEMENTED IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE MANUFACTURER. ALL UNDERGROUND RACEWAYS SHALL BE A MINIMUM OF 3/4" GALVANIZED RIGID STEEL CONDUIT OR SCHEDULE 40 PVC. ALL OTHER RACEWAYS TO COMPLY WITH GOVERNING CODES. WHERE RIGID STEEL CONDUIT IS USED, IT SHALL BE COMPLETELY COATED WITH AN ALKALI AND RUST RESISTANT BITUMASTIC PAINT, KOPPER NO. 50, AND THREADS SHALL BE COATED WITH ZINC CHROMATE. RIGID STEEL SHALL ALSO BE USED WHEN CONDUIT IS EXPOSED TO EXTERIOR ENVIRONMENT SUCH AS EXTERIOR OF BUILDING OR WHERE IT IS EXPOSED AND SUBJECT TO DAMAGE, INSIDE OF BUILDING. ALL BOXES SHALL BE RECESSED (FLUSH) IN WALLS OR CEILINGS WHENEVER POSSIBLE. RACEWAYS IN HUNG CEILING SHALL BE RUN ON AND SECURED TO SLAB OR PRIMARY STRUCTURAL MEMBERS OF CEILING, NOT TO LATHING CHANNELS OR T-BARS, Z-BARS, OR OTHER ELEMENTS WHICH ARE THE DIRECT SUPPORTS OF THE CEILING PANELS. SECURE CONDUIT FIRMLY TO STEEL BY CLIPS AND FITTINGS DESIGNED FOR THAT PURPOSE. INSTALL AS HIGH AS POSSIBLE. BUT NOT LESS THAN 1'-O" ABOVE HUNG CEILINGS. SUPPORT RACEWAYS AT INTERVALS NO GREATER THAN TEN (10) FEET AND WITH ONE SUPPORT WITHIN THREE (3) FEET OF EACH COUPLING, BOX, FITTING, OR OUTLET BOX. PROVIDE ONE SUPPORT WITHIN THREE (3) FEET OF EACH ELBOW OR BEND. OUTLET, JUNCTION. AND PULL BOXES CAST TYPE CONDUIT BOXES, OUTLET BODIES AND FITTINGS 1. PROVIDE SURFACE MOUNTED OUTLET AND JUNCTION BOXES, IN INDOOR LOCATIONS, WHERE EXPOSED TO MOISTURE AND IN OUTDOOR LOCATIONS. 2. USE FERROUS ALLOY BOXES AND CONDUIT BODIES WITH RIGID STEEL OR IMC. 3. COVERS: CAST OR SHEET METAL UNLESS OTHERWISE REQUIRED. 4. TAPERED THREADS FOR HUBS. GALVANIZED PRESSED STEEL OUTLET BOXES 1. GENERAL a) PRESSED STEEL, GALVANIZED OR CADMIUM -PLATED, MINIMUM OF FOUR (4") INCHES, OCTAGONAL OR SQUARE, WITH GALVANIZED COVER OR EXTENSION RING AS REQUIRED. 2. SWITCH AND RECEPTACLE BOX, INDOORS a) NOMINAL FOUR (4") INCH SQUARE, 1-1/2" OR 2-1/8" DEEP AS REQUIRED, WITH RAISED COVER UNLESS OTHERWISE INDICATED ON DRAWINGS. GANGABLE BOXES SHALL NOT BE USED. 3. TELEPHONE OUTLET BOX, INDOORS a) NOMINAL FOUR (4") INCH SQUARE, 2-1/8" DEEP, WITH RAISED COVER UNLESS OTHERWISE INDICATED ON DRAWINGS, GANGABLE BOXES SHALL NOT BE USED. 4. LIGHTING FIXTURE BOX a FOUR (4") INCH OCTAGON WITH 3/8" FIXTURE STUD. b� FOR SUSPENDED CEILING WORK, FOUR (4") INCH OCTAGON WITH REMOVABLE BACKPLATE WHERE REQUIRED, AND TWO (2) PARALLEL BARS FOR SECURING TO THE CROSS -FURRING CHANNELS AND EXTEND FLEXIBLE CONDUIT TO EACH FIXTURE. 5. PLUG ANY OPEN KNOCKOUTS NOT UTILIZED. BACK-TO-BACK OUIIJ=TS IN THE SAME WALL, OR "THRU-WALL" TYPE BOXES ARE NOT PERMITTED. PROVIDE TWELVE (12") INCHES (MINIMUM) SPACING FOR OUTLETS SHOWN ON OPPOSITE SIDES OF A COMMON WALL TO MINIMIZE SOUND TRANSMISSION. PROVIDE TWENTY FOUR (24") INCH (MINIMUM) HORIZONTAL SPACING FOR OUTLETS SHOWN ON OPPOSITE SIDES OF A FIRE RATED WALL TO MAINTAIN FIRE RATING. ALL ELECTRICAL CONDUCTORS SHALL BE INSTALLED IN AN APPROVED RACEWAY, EMT, IMC, RIGID GALVANIZED CONDUIT OR SCHED. 40 P.V.C. THERE SHALL BE NO TYPE NM, MC, ELECTRICAL NON-MATAWC TUBING, AND FLEXIBLE METAL CONDUIT USED FOR BRANCH CIRCUITING. MAXIMUM NUMBER OF 120V CIRCUITS ALLOWED IN A COMMON CONDUIT SHALL BE SIX (6). THE CONTRACTOR SHALL STRICTLY CONFORM TO THE N.E.C. REQUIREMENTS OF DERATING FOR CONDUCTOR AMPACITY AND CONDUIT FILL. NO CONDUITS SHALL BE INSTALLED EXPOSED ON ROOF. SECTION 16120 WIRE AND CABLE PRODUCTS CONDUCTOR 1. ELECTRICAL GRADE ANNEALED COPPER, 11NNED IF RUBBER INSULATED, AND FABRICATED IN ACCORDANCE WITH ASTM STANDARDS. MINIMUM SIZE #12 FOR BRANCH CIRCUITS AND #14 FOR CONTROL WIRING. 2. THE CONDUCTORS ILLUSTRATED ON THE DRAWINGS ARE COPPER. STRANDING 1. #12 AND #10 SOLID. 2. CABLES LARGER THAN #10, STRANDED IN ACCORDANCE WITH ASTM CLASS B STRANDING DESIGNATIONS. 3. CONTROL WIRES STRANDED IN ACCORDANCE WITH ASTM CLASS B STRANDING DESIGNATIONS INSULATED SINGLE CONDUCTORS 1. TYPE THHN/THWN - FLAME RETARDANT: HEAT -RESISTANT THERMOPLASTIC INSULATION. NYLON JACKET RATED FOR 90 C DRY/75C WET OPERATION. USE FOR BRANCH CIRCUIT WIRING. 2. USE TYPE THHN/THWN OR RHW OR XHHW, RATED FOR 90 C. FOR FEEDER CIRCUITS. COLOR CODING 1. PROVIDE CONSISTENT COLOR CODING OF ALL CIRCUITS AS FOLLOWS: a) 120/208 VOLTS CODE i) PHASE A - BLACK il) PHASE B - RED r1i PHASE C -BLUE iv) NEUTRAL - WHITE v) GROUND -GREEN b) 277/480 VOLT CODE i) PHASE A - BROWN 11) PHASE B - ORANGE ili) PHASE C - YELLOW iv) NEUTRAL - WHITE v) GROUND - GREEN ` 2. COLOR -CODE WIRING FOR CONTROL SYSTEMS INSTALLED IN CONJUNCTION WITH MECHANICAL AND/OR MISCELLANEOUS EQUIPMENT IN ACCORDANCE WITH THE WIRING DIAGRAMS FURNISHED WITH THE EQUIPMENT. FACTORY COLOR CODE WIRE NUMBER 6 AND SMALLER. WIRE NUMBER 4 AND LARGER MAY BE COLOR CODED BY COLOR TAPPING OF THE ENTIRE LENGTH OF THE EXPOSED ENDS. CONNECTORS 1. MAKE CONNECTIONS, SPLICES, AND TAPS AND JOINTS WITH SOLDERLESS DEVICES, MECHANICALLY AND ELECTRICALLY SECURE. PROTECT EXPOSED WIRES AND CONNECTING DEVICES WITH ELECTRICAL TAPE OR INSULATION TO PROVIDE PROTECTION NOT LESS THAN THAT OF THE CONDUCTOR. 2. ELECTRICAL TAPE SHALL BE SPECIFICALLY DESIGNED FOR USE AS INSULATING TAPE. SUPER 33+ SCOTCH VINYL ELECTRICAL TAPE AS MANUFACTURED BY 3M SHALL BE EQUAL. 3. USE LUBRICANT WHERE THE POSSIBILITY OF DAMAGE TO CONDUCTORS EXISTS. USE ONLY A LUBRICANT APPROVED BY THE CABLE MANUFACTURER AND ONE WHICH IS COMPATIBLE WITH CABLE AND RACEWAYS. EXECUTION WIRE AND CABLE 1. USE #12 AWG MINIMUM FOR BRANCH CIRCUITS WHOSE LENGTH FROM THE PANEL TO FURTHEST OUTLET DOES NOT EXCEED 100 FEET (HORIZONTAL RUN) FOR 120-VOLT CIRCUITS OR 200 FEET FOR 277-VOLT CIRCUITS. USE #10 AWG OR LARGER FOR LONGER RUNS. 2. FLASHOVER OR INSULATION VALUE OF JOINTS SHALL BE EQUAL TO THAT OF THE CONDUCTOR. PROVIDE UNDERWRITERS' LABORATORIES LISTED CONNECTORS RATED TO 600 VOLTS FOR GENERAL USE AND 1.000 VOLTS FOR USE BETWEEN BALLASTS AND LAMPS OR GASEOUS DISCHARGE FIXTURES. 3. USE TERMINATING FITTINGS, CONNECTORS, ETC., OF A TYPE SUITABLE FOR THE SPECIFIED CABLE FURNISHED. MAKE BENDS IN CABLE AT TERMINATION PRIOR TO INSTALLING COMPRESSION DEVICE. MAKE FITTINGS TIGHT. 4. EXTEND WIRE SIZING FOR THE ENTIRE LENGTH OF A CIRCUIT, FEEDER, ETC. UNLESS SPECIFICALLY NOTED OTHERWISE. GENERAL INSTALLATION 1. PROVIDE TOOLS, EQUIPMENT, AND MATERIALS TO PULL ALL WIRE AND CABLE INTO PLACE AND TO MAKE REQUIRED SPLICES AND TERMINATION. 2. WIRE AND CABLE IN CONDUIT, DUCT OR WIREWAY a) UTILIZE ROLLER BEARING SWIVEL TO PREVENT TWISTING OF CABLE ENTERING CONDUIT OR DUCT. b TAKE PRECAUTIONS TO AVOID ENTRANCE OF DIRT AND WATER INTO CONDUIT AND DUCTS. c CLEAN EXISTING CONDUITS AND DUCTS TO REMOVE ANY PULLING COMPOUND PRIOR TO PULLING NEW CABLES. d DO NOT DAMAGE CONDUCTOR INSULATION, BRAID JACKET OR SHEATH. e DO NOT BEND CONDUCTOR TO LESS THAN MANUFACTURER'S RECOMMENDED RADUIS. f) MAKE SPLICES ONLY IN PULL BOXES, JUNCTION BOXES AND OUTLET BOXES. g) UTILIZE CABLE REELS ON JACKS FOR PULLING THROUGH PULL BOXES, DUCTS AND CONDUITS SO BENDS WILL NOT BE EXCESSIVE AND CONDUCTORS WILL NOT TOUCH SHARP EDGES; USE FEEDING TUBE WHERE REQUIRED. h) FOR LARGE DIAMETER CABLES, U1ILIZE PROPERLY SIZED PULLING GRIPS. i) DO NOT EXCEED MAXIMUM RECOMMENDED PULLING TENSION OF WIRE AND CABLE. FIELD QUALITY CONTROL 1. TEST SYSTEM WIRING FOR CONTINUITY, GROUNDS AND SHORT CIRCUITS PRIOR TO CONNECTION OF ANY EQUIPMENT. 2. TEST FINAL EQUIPMENT CONNECTIONS FOR CONTINUITY OF GROUNDS AND SHORT CIRCUITS. 3. INSULATION RESISTANCE OF FEEDERS AND SUBFEEDERS. a) TEST WITH MEGGER FOR INSULATION RESISTANCE. b) CORRECT FAULTS AND REPLACE SECTIONS WITH FAULTY INSULATION. c) DEMONSTRATE INSTALLATION IS FREE OF GROUNDS AND SHORT CIRCUITS AND THAT INSULATION RESISTANCE COMPLIES WITH ICEA VALUES 4. TEST DIRECT BURIAL CABLES AFTER COMPLETION OF BACKFIWNG. SECTION 16140 WIRING DEVICES EXECUTION SWITCHES 1. PROVIDE SPECIFICATION GRADE, FLUSH MOUNTING, QUIET -OPERATING AC TYPE, WITH TOGGLE OPERATOR, HEAT -RESISTANT 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, PILOT OR KEYED TYPE, AS INDICATED ON DRAWINGS OR REQUIRED. PROVIDE IVORY COLOR UNLESS OTHERWISE NOTED. 2. WHERE SWITCHES ARE INDICATED TO BE INSTALLED NEAR DOORS, CORNER WALLS, ETC. MOUNT SAME NOT LESS THAN 2" AND NOT MORE THAN 18" FROM TRIM. VERIFY EXACT LOCATION WITH THE ARCHITECT. 3. CAREFULLY COORDINATE THE LOCATION OF SWITCHES TO INSURE LOCATIONS AT THE STRIKE SIDE OF DOORS. 4. FURNISH AND INSTALL AN ENGRAVED LEGEND FOR EACH SWITCH THAT CONTROLS EXHAUST FANS, MOTORS, EQUIPMENT SYSTEMS, ETC., NOT LOCATED WITHIN SIGHT OF THE CONTROLLING SWITCH. RECEPTACLES 1. UNLESS OTHERWISE NOTED, MOUNT RECEPTACLE VERTICALLY WITH U-SHAPED GROUND POSITION ON BOTTOM. ALL GENERAL PURPOSE SWITCHES AND RECEPTACLES SHALL BE THE PRODUCT OF A SINGLE MANUFACTURER. CATALOG NUMBERS LISTED ARE LEVITON: HOWEVER, COMPARABLE DEVICES BY PASS & SEYMOUR, BRYANT, OR ARROW HART WILL BE ACCEPTED. COLOR OF DEVICES AND PLATES SHALL BE DICTATED BY ARCHITECT/OWNER. A. SWITCHES: LEVITON #CSB1-201 B. RECEPTACLES: LEVITON #BR20-1 C. COVER PLATES: SMOOTH PLASTIC NOTE: ALL OTHER REQUIRED DEVICES SHALL MATCH IN COLOR AND STYLE. GROUND FAULT INTERRUPTERS 1. SWAB ALL CONDUITS CLEAR OF MOISTURE 2. DO NOT COMBINE G.F.I. PROTECTED CIRCUITS WITH OTHER CIRCUITS IN SAME RACEWAY. 3. LIMIT MAXIMUM NUMBER OF G.F.I. PROTECTED CIRCUITS IN ANY ONE RACEWAY TO A MAXIMUM OF ONE CIRCUIT. 4. GFCI DEVICES SHALL BE ARRANGED TO BE EASILY LOCATED a) LABEL DOWNSTREAM RECEPTACLES TO INDICATE THE GFCI LOCATION WHERE RECEPTACLES ARE MORE THAN 20' FROM THE GFCI DEVICE. b) GFCI DEVICES LOCATED IN RESTROOMS SHALL NOT FEED THROUGH TO PROTECT DEVICES IN OTHER ROOMS. SECTION 16195 ELECTRICAL IDENTIFICATION PRODUCTS NAMEPLATES 1. UNLESS OTHERWISE NOTED, NAMEPLATES SHALL BE BLACK LAMACOID PLATES WITH WHITE ENGRAVED UPPER CASE LETTERS ENCLOSED BY WHITE BORDER ON BEVELED EDGES. 2. NAMEPLATES FOR EQUIPMENT, SUPPLIED BY THE EMERGENCY SYSTEM, SHALL BE RED LAMACOID WITH WHITE LETTERING. 3. ALL NAMEPLATES SHALL BE ENGRAVED AND MUST BE SECURED WITH RIVETS, BRASS OR CADMIUM PLATE SCREWS. THE USE OF DYMO TAPE OR THE LIKE IS UNACCEPTABLE. CABLE TAGS AND WIRE IDENTIFICATION LABELS 1. CABLE TAGS SHALL BE FLAMEPROOF SECURED WITH NYLON TIES. 2. WIRE MARKERS SHALL BE PREPRINGTED CLOTH TAPE TYPE OR APPROVED EQUIVALENT. 3. LABEL DESIGNATIONS, NOMINAL SYSTEM VOLTAGES APPLIED TO THE COVERS OF ALL MEDIUM AND LOW VOLTAGE PULL, SPLICE AND JUNCTION BOXES. EXECUTION SWITCHBOARDS. 1. FURNISH AND INSTALL A MASTER NAMEPLATE FOR EACH SWITCHBOARD, ENGRAVED WITH THE EQUIPMENT IDENTIFICATION INDICATED ON THE DRAWINGS. MOUNT AT TOP OF INCOMING SECTION. 2 PROVIDE ON EAC H H MAIN SWITCH AN IDENTIFYING NAMEPLATE. PANELBOARDS 1. FURNISH AND INSTALL A NAMEPLATE FOR EACH PANELBOARD AND LOAD CENTER ENGRAVED WITH THE IDENTIFICATION INDICATED ON THE DRAWINGS. MOUNT AT TOP OF PANEL DISCONNECT SWITCHES 1. FURNISH AND INSTALL A NAMEPLATE FOR EACH DISCONNECT SWITCH ENGRAVED WITH EQUIPMENT DESIGNATION WHICH THE DISCONNECT SERVES. SECTION 16431 SWITCHBOARDS PRODUCTS APPROVED MANUFACTURERS 1. ALL SWITCHBOARDS ARE TO BE OF THE SAME MANUFACTURER AS THE PANELBOARDS 2. SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE PRODUCTS BY ONE OF THE FOLLOWING MANUFACTURERS: a) SQUARE D b) CUTLER -HAMMER c) GENERAL ELECTRIC d) SIEMENS ITE RATINGS 1. THE ASSEMBLY SHALL BE RATED TO WITHSTAND MECHANICAL FORCES EXERTED DURING SHORT CIRCUIT CONDITIONS WHEN CONNECTED DIRECTLY TO A POWER SOURCE HAVING AVAILABLE FAULT CURRENT AS SHOWN ON THE DRAWINGS. ENCLOSURES 1. PROVIDE NEMA 1 ENCLOSURES WHERE LOCATED INDOORS IN DRY LOCATIONS. 2. PROVICE NEMA 3R ENCLOSURES WHERE LOCATED OUTDOORS AND LOCATIONS SUBJECT TO THE ELEMENTS. FINISH 1. ALL EXTERIOR AND INTERIOR STEEL SURFACES OF THE SWITCHBOARD SHALL BE PROPERLY CLEANED AND PROVIDED WITH A RUST -INHIBITING PHOSPHATIZED COATING. COLOR AND FINISH OF INDOOR SWITCHBOARDS SHALL BE ANSI 61 LIGHT GRAY. 2. OUTDOOR SWITCHBOARD SHALL BE PAINTED TO MATCH THE BUILDING. SECTION 16450 GROUNDING SUBMrrrALS 1. SUBMIT TEST REPORTS CERTIFYING RESISTANCE VALUES FOR BURIED OR DRIVEN GROUNDS AND WATER PIPE GROUNDS. PRODUCTS MATERIALS 1. GROUND CABLES: GREEN COLOR CODED, INSULATED, ANNEALED STRANDED TINNED COPPER WIRE AS INDICATED ON DRAWINGS. 2. GROUND RODS: a) COPPER -CLAD STEEL FABRICATED BY MOLTEN WELDING PROCESS. b)) DIAMETER: 5/8 INCH. USE 3/4 INCH FOR ROCKY SOIL. c LENGTH: 10 FEET. GENERAL 1. ALL GROUND WIRES AND BONDING JUMPERS SHALL BE STRANDED COPPER INSTALLED IN CONDUIT. ALL GROUND WIRES SHALL BE WITHOUT JOINTS AND SPLICES OVER ITS ENTIRE LENGTH. 2. THE SYSTEM NEUTRAL SHALL BE GROUNDED AT THE SERVICE ENTRANCE ONLY, AND KEPT ISOLATED FOR GROUNDING SYSTEMS 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 DQUIPMENT GROUNDING SYSTEM. THIS SHALL INCLUDE BUT IS NOT LIMITED TO, FANS, PUMPS, CHILLERS, ETC. 5. PVC CONDUITS AND PORTIONS OF METALLIC PIPING AND DUCT SYSTEMS WHICH ARE ISOLATED BY FLEXIBLE CONNECTIONS, INSULATED COUPLINGS, ETC., SHALL BE BONDED TO THE EQUIPMENT GROUND WITH A FLEXIBLE BONDING JUMPER, OR SEPARATE GROUNDING CONDUCTOR. SEPARATELY DERIVED SYSTEMS 1. EQUIPMENT GROUNDING CONDUCTORS SHALL BE PROVIDED FOR SEPARATELY DERIVED SYSTEMS AND SHALL BE GROUNDED TO BUILDING STEEL, COLD WATER PIPES, ETC., OR AN ALTERNATE GROUNDING MEANS. 2. A SEPARATE, GREEN TYPE THW COPPER GROUND CONDUCTOR SHALL BE RUN FROM GROUND LUG OF EACH GROUNDED RECEPTACLE TO AN APPROVED CONNECTION INSIDE THE ENCLOSING STEEL OUTLET BOX. DEVICE MOUNTING SCREWS SHALL NOT BE CONSIDERED AN APPROVED GROUND. 3. A SEPARATE GROUND CONDUCTOR SHALL BE INSTALLED IN EVERY CONDUIT AND RACEWAY AND SECURELY BONDED IN AS APPROVED GROUNDING TERMINAL AT BOTH ENDS OF THE RUN. THE GROUNDING CONDUCTOR SHALL BE SIZED IN ACCORDANCE WITH TABLE 250 OF THE N.E.C.. CONTRACTOR SHALL SIZE CONDUIT TO ACCOMMODATE ADDITIONAL CONDUCTOR. ISOLATED GROUND RECEPTACLES 1. ISOLATED GROUND RECEPTACLES GROUND LUG SHALL NOT BE CONNECTED TO THE RESPECTIVE OUTLET BOXES. 2. PROVIDE INSULATED GROUND WIRE FOR EACH ISOLATED GROUND RECEPTACLE. GROUND WIRE SHALL SERVE ONLY THOSE RECEPTACLES WHICH ARE ISOLATED. ROUTE GROUND CONDUCTOR TOGETHER WITH PHASE AND NEUTRAL CONDUCTORS IN A COMMON RACEWAY. 3. TERMINATE ISOLATED GROUND WIRE AT THE GROUND FROM THE SEPARATELY DERIVED SYSTEM SERVING THE RECEPTACLES. GROUND CONDUCTORS 1. SIZE AS SHOWN ON DRAWINGS OR AS REQUIRED BY NATIONAL ELECTRICAL CODE. 1. ALL SWITCHGEAR, PANELS, STARTERS, CONTACTORS ETC., SHALL BE THE PRODUCT OF A SINGLE MANUFACTURER, THE SYSTEM DESIGN IS BASED ON SQUARE "D"; HOWEVER, COMPARABLE EQUIPMENT BY G.E., & SEIMENS ONLY WILL BE ACCEPTABLE ALTERNATES. TANDEM AND HALF -SPACE CIRCUIT BREAKERS SHALL NOT BE USED. 2. ALL ELECTRICAL PANELS INDICATED ON THESE DRAWINGS ARE DESIGNED AND SERIES RATED, AS PER SQUARE "D" SPECIFICATIONS. IF AN ALTERNATE MANUFACTURER IS SUBSTITUTED, IT IS THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR TO PROPERLY SERIES RATE ALL PANELS. 3. TYPEWRITTEN CIRCUIT INDEX SHALL BE AFFIXED TO INSIDE SURFACE OF EACH PANELBOARD DOOR, CLEARLY INDICATING AREA AND TYPE OF LOAD SERVED BY EACH BRANCH CIRCUIT PROTECTIVE DEVICE, INCLUDING SPARES. HAND PRINTED WILL NOT BE ACCEPTED. 4. ENGRAVED, LAMINATED PLASTIC IDENTIFICATION PLATES SHALL BE FURNISHED AND INSTALLED ON ALL PANELS AND SWITCHGEAR. PLATES SHALL BE AFFIXED TO FRONT OF PANELS, INDICATING PANEL NAME, VOLTAGE AND AMPERAGE. EXECUTION INSTALLATION 1. MOUNT ALL PANELS AT A MAXIMUM HEIGHT OF 6 FEET 6 INCHES TO TOP UNLESS OTHERWISE NOTED. 2. WHERE FLUSHED MOUNTED, THE FIRE INTEGRITY OF THE WALL IN WHICH IT IS INSTALLED MUST BE MAINTAINED. 3. NEATLY ARRANGE BRANCH CIRCUIT WIRES AND TIE TOGETHER IN EACH GUTTER WITH THOMAS & BETTS NYLON "TY-RAPS", OR APPROVED EQUAL AT MINIMUM 4 INCH INTERVALS. 4. PLUG ALL KNOCKOUTS REMOVED AND NOT UTILIZED. 5. PROVIDE NAMEPLATE AND FILL OUT PANEL DIRECTORY. FOR REMODAL WORK OR CHANGES, TRACE CIRCUITS TO DETERMINE LOADS AND PROVIDE NEW UPDATED DIRECTORY. 110111call wl UT 411112" l I[r 1. VACUUM ALL BACKBOXES CLEAN OF DEBRIS AFTER INSTALLATION AND PRIOR TO CONTRACT CLOSEOUT. 2. TOUCH UP SCRATCH MARKS, ETC. WITH MATCHING PAINT. SECTION 16500 LUMINAIRES AND ACCESSORIES PRODUCTS LUMINAIRES 1. ACCEPTABLE MANUFACTURERS ARE LISTED IN THE LIGHTING FIXTURE SCHEDULE SHOWN ON THE DRAWINGS. 2. THE DESIGNATIONS INDICATED ON THE LIGHTING FIXTURE SCHEDULE ARE A DESIGN SERIES REFERENCE (NOT NECESSARILY A COMPLETE CATALOG NUMBER) AND DO NOT NECESSARILY REPRESENT THE NUMBER, SIZE, VOLTAGE, WATTAGE, TYPE OF LAMP, BALLAST, FINISH TRIM CEILING TYPE, MOUNTING HARDWARE OF SPECIAL REQUIREMENTS AS SPECIFIED HEREINAFTER ON AS REQUIRED BY THE PARTICULAR INSTALLATION(S) AND CODE. CONTRACTOR SHALL VERIFY THESE REQUIREMENTS AND OTHER FIXTURES AS REQUIRED TO GIVE PROPER INSTALLATION PER THE CONTRACT DOCUMENTS AND PER CODES. BALLASTS 1. IT IS PREFERRED THAT ALL BALLASTS SHALL BE OF THE SAME MANUFACTURER. EVERY EFFORT SHALL BE MADE TO ELIMINATE BALLASTS FROM MULTIPLE MANUFATURERS. BALLASTS WITHIN LUMINAIRES OF A GIVEN TYPE MUST HOWEVER BE OF THE SAME MANUFACTURER. MULTIPLE MANUFACTURERS WILL NOT BE PERMITTED. 2. APPROVED MANUFACTURERS. a) GENERAL ELECTRIC b) MOTOROLA c) MAGNETEK FABRICATION 1. PROVIDE LUMINAIRES, COMPLETE FACTORY -ASSEMBLED AND WIRED AND EQUIPPED WITH NECESSARY SOCKETS, BALLASTS, WIRING, REFLECTORS, CHANNELS, LENSES, ETC., AND DELIVER TO JOB READY FOR INSTALLATION. MATERIALS 1. PROVIDE BALLASTS WITH VOLTAGE CHARACTERISTICS TO MATCH THAT OF ALL RELATED CIRCUITRY INDICATED ON DRAWINGS. NO EXTRA COMPENSATION WILL BE ALLOWED FOR FAILURE TO PROPERLY COORDINATE BALLAST VOLTAGE WITH CIRCUITRY. 2. BALLASTS FOR CONTROL OF LAMPS IN ONE HOUSING OR FIXTURE UNIT SHALL NOT CONTROL LAMPS OF AN ADJOINING UNIT. 3. GUARANTEE BALLAST FOR ONE FULL YEAR AND ONE YEAR PRORATED AS PER STANDARD MANUFACTURER'S WARRANTY AGAINST DEFECTS FOR A PERIOD OF 2 YEARS. GUARANTEE TO INCLUDE REPLACING DEFECTIVE BALLAST WITH NEW BALLAST. LAMPS 1. PROVIDE A COMPLETE SET OF NEW LAMPS IN EACH FIXTURE. 2. UNLESS NOTED OTHERWISE LAMPS MUST CONFORM TO THE FOLLOWING: a) FLUORESCENT: T-8, 35K COLOR. b) INCANDESCENT: "A" LAMPS TO BE INSIDE FROSTED RATED AT 130 VOLTS. c) LOW VOLTAGE: MR-16. EXECUTION INSTALLATION 1. INSTALL LUMINAIRES IN MECHANICAL AND UNFINISHED AREAS AFTER DUCTWORK AND PIPING INSTALLATION. ADJUST FIXTURE LOCATIONS TO PROVIDE THE BEST LIGHTING FOR EQUIPMENT ACCESS AND SERVICE LOCATIONS. LOCATE FIXTURES 8 FEET 6 INCHES ABOVE FLOOR, OR AT SUITABLE LOCATIONS WITHIN SPACE ON WALLS BUT NOT LOWER THEN 7'-O" A.F.F. 2. THE CONTRACTOR SHALL PROTECT LUMINAIRES FROM DAMAGE DURING INSTALLATION OF SAME AND UP TO THE TIME OF ACCEPTANCE. ANY BROKEN LUMINAIRES, GLASSWARE, PLASTICS, LAMPS ETC., MUST BE REPLACED BY THE CONTRACTOR WITH NEW PARTS, WITHOUT ANY ADDITIONAL EXPENSE TO THE OWNER. 3. WHERE BALLASTS ARE FOUND TO BE PRODUCING EXCESSIVE NOISE THEY SHALL BE REPLACED. 4. INSTALL EXIT LIGHT AS INDICATED ON THE DRAWINGS BUT NOT HIGHER THAN 10 FEET A.F.F. SIZE AND COLOR OF LETTERING SHALL COMPLY WITH LOCAL CODES. 5. TRACK LUMINAIRES, ADJUSTABLE LUMINAIRES, FLOODLIGHTS AND ACCENT LIGHTS SHALL BE AIMED AS DIRECTED BY THE ARCHITECT/ENGINEER. OUTDOOR LIGHTING SHALL BE AIMED IN PERIODS OF DARKNESS. 6. PLUMB ALL OUTDOOR LIGHTING STANDARDS TO TRUE VERTICAL FOR BOLTED POLES, PROVIDE GALVANIZED ANCHOR BOLTS AND NUTS. PLUMB USING A NUT ABOVE AND BELOW THE BASE PLATE ON THE ANCHOR BOLTS. PACK GROUT BETWEEN BASE PLATE AND CONCRETE FOOTING AND PROVIDE DRAIN HOLE BELOW BASE PLATE TO PREVENT ACCUMULATION OF MOISTURE INSIDE POLE BASE. PROVIDE TWO PIECE OR INDIVIDUAL COVERS FOR NUTS EXPOSED ABOVE THE BASEPLATE OF THE SAME COLOR AS THE POLE. GROUND ALL METAL UGHTING STANDARDS. SECTION 16475 FUSES 600V AND LESS GENERAL 1. ALL FUSES FOR SAFETY SWITCHES SHALL BE DUAL ELEMENT, CARTRIDGE TYPE. FUSES SHALL BE THOSE MANUFACTURED BY EITHER BUSSMAN OR LITTLEFUSE. THE CONTRACTOR SHALL FURNISH TO THE OWNER ONE SPARE FUSE FOR EACH SIZE AND TYPE OF FUSE INSTALLED. FUSES 600 AMPS OR LESS SHALL BE CLASS RK1, TYPICAL UNLESS OTHERWISE NOTED. FUSES OVER 600 AMPS SHALL BE CLASS "L". INSTALLATION 1. FUSES SHALL NOT BE INSTALLED UNTIL EQUIPMENT IS READY TO BE ENERGIZED. 2. PROVIDE AND INSTALL FUSES OF PROPER TYPE, VOLTAGE AND AMPERE RATINGS FOR ALL FUSIBLE DEVICES FURNISHED. 3. LABELS a) APPLY APPROPRIATE LABEL WITHIN EACH SWITCH, MOTOR STARTER, OR PANEL BOARD DOOR OR AT LOCATION NEXT TO FUSE CUPS, WHERE FUSES SHALL BE FURNISHED AND INSTALLED BY THIS CONTRACTOR. FILL-IN IN INK BLANK SPACES ON LABELS FOR NON-STANDARD FUSES WITH APPROPRIATE FUSE DATA. SECTION 16476 DISCONNECT SWITCHES GENERAL 1. DISCONNECT SWITCHES SHALL BE H.P. RATED, GENERAL DUTY, QUICK -MAKE, QUICK -BREAK TYPE. ENCLOSURES SHALL BE AS REQUIRED BY N.E.C. AND LOCATION (WEATHERPROOF, EXPLOSIONS PROOF, ETC.). ENGRAVED LAMINATED PLASTIC IDENTIFICATION PLATES SHALL BE FURNISHED AND INSTALLED ON ALL DISCONNECT SWITCHES, CONTACTORS AND STARTERS. 0. U ,a 8 R A a S 0 P. 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